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HomeMy WebLinkAboutBLD2006-00682 • MLA06-00651 B ILDING PERMIT APPLICATION ReviewType: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD06-00682 Received Date: 12/1/2006 SITE ADDRESS: 3135 SR 20 PORT TOWNSEND, 98368 OWNER: WARREN J WESTALL PHONE: 360-385-0081 PO BOX 1159 PORT TOWNSEND WA 9836800138 SUBDIVISION: Block: Lot: TX15-1 PARCEL NUMBER: 901172001 Section: 17 Township: 29 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: WILLIAM IRVINE PHONE: 379-1314 1980 CAPE GEORGE RD PORT TOWNSEND WA 98368 PROJECT DESCRIPTIOP GUEST BEDROOMS BLD #4 - NO KITCHEN TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 880 VALUATION 339,106.00 ADD'L: 880 HEAT TYPE: PRO CODE EDITION: 2003 HEAT BASE: 430 HEAT TYPE: EEE OCCUPANCY: UNHEATED: 450 #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: 320 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: PWELL BEDROOMS: BATHROOMS: Exist: Exist: Prop: 4 Prop: 2 Total: 4 Total: 2 Routing Date: ` oZ I ! tox„, Type Amount Paid Bv: Date: Receipt: Approved/Date Permit $2,337.75 CJZ 12/01/06 85296 _ { Plan Check $1,519.54 CJZ 12/01/06 85296 State Building Code $4.50 CJZ 12/01/06 85296 AAA, ( Ng Total: $3,861.79 Fi.b . ,��2 ar�., • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD06-00682 Received Date: 12/1/2006 SITE ADDRESS: 3135 SR 20 Issue Date 2/1/2007 PORT TOWNSEND, 98368 Expiration Date 2/1/2008 OWNER: WARREN J WESTALL PHONE: 360-385-0081 PO BOX 1159 PORT TOWNSEND WA 983680038 SUBDIVISION: Block: Lot: TX15 PARCEL NUMBER: 901172001 Section: 17 Township: 29 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: PROJECT DESCRIPTION: GUEST BEDROOMS BLD #4 - NO KITCHEN TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 880 VALUATION 339,106.00 ADD'L: 880 HEAT TYPE PRO CODE EDITION. 2003 HEAT BASE: 430 HEAT TYPE: EEE OCCUPANCY: UNHEATED: 450 # OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: 320 SETBACK: 65 BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: PWELL Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $2,337.75 CJZ 12/01/06 85296 Exist: Exist: Plan Check $1,519.54 CJZ 12/01/06 85296 Prop: 4 Prop: 2 State Building Code $4.50 CJZ 12/01/06 85296 Total: 4 Total: 2 Total: $3,861.79 Directions to Site: HEALTH DEPARTMENT AND PUBLIC WORKS 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 ATTATCHED 0 CONDITIONS for Building Permit# :BLD06-00682 1.) 10 foot separation required between all water lines and any septic component. 2.) The septic system serving this building is permitted for residential use only and not intended for business or commercial uses. 3.) The application was reviewed by the Jefferson County Department of Community Development staff on December 19, 2006 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: Type 4 stream; landslide 1 &2; coastal SIPZ. 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.) Jefferson County has determined that the use of real property for agriculture and forestry operations is a high priority and favored use in the county. The county will not consider to be a nuisance those inconveniences or discomforts arising from such operations, if such operations are consistent with commonly accepted best management practices in compliance with local, state, and federal laws. If your real property includes or is within five hundred (500) feet of real property designated as Rural Residential 1:10 or 1:20, Rural Industrial, Rural Commercial, Agriculture, or Forestry, you may be subject to inconveniences or discomforts arising from such farming and forestry operations, including but not limited to noise, tree removal, odors, flies, fumes, dust, smoke, the operation of farm and forestry machinery during any 24-hour period, the storage and disposal or manure, and the application of permitted fertilizers and permitted pesticides. One or more of these inconveniences may occur as a result of agricultural and forestry operations which are in conformance with existing laws and regulations. 6.) A Type 4 Stream (Fish and Wildlife Habitat Area) has been identified on the subject property. The stream will require a setback of 100-feet. The setback shall be measured horizontally from the Ordinary High Water Mark (OHWM). Fish and Wildlife Habitat Areas shall also have Buffers and Building Setbacks established. 7.) Stream buffers and landslide hazard area buffers are areas that shall be maintained in their natural condition, however, minor pruning or alteration of vegetation may be permitted as long as the function and character of the buffer are not diminished. 8.) Among the native conifer species which may be used in buffers or for re-vegetation include, but are not limited to: Grand Fir(Aibes grandis), Sitka Spruce (Picea Sitchensis), Shore Pine (Pinus Contorta), Douglas Fir(Pseudotsuga Menziesii), Western Red Cedar (Thuja Plicata), and Western Hemlock (Tsuga Heterophylla). Among native tree species which may be used includes: Vine Maple (Acer Circinatum), Big-Leaf Maple (Acer Macrophyllum), Red Alder(Alnus Rubra), Pacific Madrone (Arbutus Menziesii), Quaking Aspen (Populus Tremula), Black Cottonwood (Populus Trichocarpa), Bitter Cherry (Prunus Emarginata), Oregon White Oak (Quercus Garryana), Cascara (Rhamnus Purshiana), Pacific Willow (Saliz Lasiandra), and Scouler's Willow (Saliz Scouleriana). Among the native shrub species which may be used are: Sevice-Berry (Amalanchier Alnifolia), Red Osier Dogwood (Cornus Stolonifera) Salal (Gaultheria Shallon), Ocean Spray(Holodiscus Discolor), Indian Plum (Oemlaria Cerasiformis), Pacific Ninebark (Physocarpus Capitus), Red Flowering Currant (Ribes Sanguineum), Wild Rose (Rosa Nutkana), Swamp Rose (Rosa Pisocarpa), Willows (Salix ssp.), Red Elderberry (Sambucus Racemosa), Snowberry (Symphoricarpos Albus), Evergreen Huckleberry (Vaccinium Ovatum), Red Huckleberry(Vaccinium Parvifolium). 9.) Marine shorelines and islands ar•ceptible to a condition that is known as s ter 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. 10.) 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. 11.) 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. 12.) A Geotechnical Report dated November 25, 2003 prepared by Stratum Group was submitted in conjunction with this application. Additionally, an addendum dated January 3, 2007 to the geotech report was submit. The report addressed the stability of the geologic hazard area. A minimum setback of 15-feet from the top of the cut slope (area above the railroad grade) shall be measured perpendicularly to the proposed structures. The septic drainfield may be located within 50 feet of the top of the railroad cut slope. 13.) 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. 14.) 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." 15.) All construction activities shall not encroach upon the stream or landslide hazard area buffers. This includes the storage or preparation of materials. 16.) 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. 17.) 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. 18.) The identified Fish and Wildlife Habitat Area (Type 4 Stream), shall maintain a vegetative buffer setback of 100 feet. The setback shall be measured horizontally from the Ordinary High Water Mark (OHWM) to the proposed strucrures. 19.) An additional setback of five (5) feet is required from the edge of the stream buffer area to the proposed structures. 20.) A permanent physical separation along the boundary of the stream buffer area shall be installed and permanently maintained. Such separation can include installing logs, trees, a hedgerow, or any other prominent physical marking approved by the UDC Administrator. 21.) Stream buffer perimeters shall be marked with temporary signs at an interval of one per parcel or every one hundred (100) feet, whichever is less. Signs shall be in place prior to and during construction activities. The signs shall contain the following statement: "Buffer - Do Not Remove or Alter Existing Vegetation." 22.) VOLUNTARY MEASURES OF CCTAL &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. 23.) 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. 24.) 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. 25.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator). 26.) The applicant is proposing to create or add 20,808 square feet of impervious surface and 44,382 square feet of land disturbing activities. 27.) An Engineered Stormwater Plan dated September 14, 2006 (received December 1, 2006) prepared by 2020 Engineering, Inc. 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. 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. 28.) 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). 29.) The site plan as submitted with the building permit application on December 1, 2006 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 January 30, 2007 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 30.) This approval is for a single family residence consisting of 5 seperate buildings 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. 31.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 32.) Not more than 2 unlicensed vehicl•hall be stored on any lot unless totally scr d 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 Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an autormobile wrecking yard or junk (or salvage)yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requriements of JCC 18.20.100, Automobile wrecking yards and junk (or salvage) yards. In no case, shall any such junk motor vehicles be stored in a critical area. 33.) Minimum setback from SR 20 right-of-way shall be 50 feet. Minimum side yard setbacks shall be 5 feet. Minimum setback from railroad grade cut slope shall be 15 feet per geotechnical report. Minimum setback from OHWM of Type 5 stream shall be 100 feet plus 5 foot building setback, or 105 feet total. 34.) Exterior lighting for residential uses shall not exceed twenty feet (20') in height from the finished grade, excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. 35.) Lighting fixtures shall be designed and hooded to prevent the light source from being directly visible from outside the boundaries of the property. The intensity or brightness of all lighting, during construction and after project completion shall not adversely affect the use of surrounding properties or adjoining rights-of-way. 36.) Residential developers and individual builders shall be required to preserve shoreline vegetation and reduce the associated risk of erosion during construction and any future activity which may impact the stability of the shoreline. 37.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 38.) The building height is not to exceed 35 feet. 39.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 40.) The parcel is designated as RR 1:5 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 41.) The parcel is served by an individual on-site well. 42.) A shoreline exemption (XMP99-0022) was cancelled on September 13, 1999. A forest practices application (FAP99-0005) was finaled on October 30, 1999. A SPAAD (ZON04-0016) was approved on April 30, 2004 and was finaled on December 1, 2006 upon submittal of the SFR permits. Two septic permits (SEP06-0232 & SEP06-0233) were issued on September 22, 2006. SEP06-0232 is for Drainfield A and SEP06-0233 is for drainfield B. Both are for 600 gpd. 43.) An address of 3135 SR 20, Port Townsend has been assigned to the parcel. SR 20 is a state principal arterial. 44.) PRIOR TO FINAL BUILDING OCCUPANCY, PROPNENT SHALL SUBMIT A WRITTEN LETTER FROM 2020 ENGINEERING, INC. STATING THAT THE STORMWATER FACILITY HAS BEEN CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE "STORMWATER MANAGEMENT TECHNICAL MEMORANDUM" DATED SEPTEMBER 14, 2006 AS SIGNED BY MARK S. BUEHRER, PE OF 2020 ENGINEERING, INC. 45.) A DOT Access Connection Permit (#46251)was approved by DOT on September 5, 2006 and is subject to the terms and provisions of said permit. 46.) Roof drains and any other draiag. discharged to a location that will not pos$isk of surface flow over the railroad cut slope. If the home is built above the cut slope, the stormwater should be conveyed via tight line to an infiltration area on the level area of the former railroad grade. Per letter dated January 3, 2007 from Stratum Group, the submitted 2020 Engineered stormwater plan is consistent with recommendations of the Geotech Report dated November 25, 2003. Buildings 1, 2, & 5 and driveway areas will discharge stormwater in a dispersed manner into areas of amended soil and into existing natural swales with existing natural infiltration. Building 4 will discharge stormwater into a rain garden with and subsequently into a dispersion trench and onto an existing gravel road drainage route that will convey water to the base of the slope where it will infiltrate into the ground behind the old railroad grade on the west side of the property. The stormwater plan drawing indicates that Building 3 will direct its stormwater into the rain garden planned between buildings 3 &4. NOTE: GEOTECH RECOMMENDS THAT HALF THE STORMWATER FROM BUILDING 3 BE DIRECTED TOWARDS A DISPERSION TRENCH LOCATED SOUTH OF BUILDING 3 TOWARDS THE EXISTING NATURAL INFILTRATION AREA. • • /1 / /ot 01,0 OCR - �C�2 0)\ (5- RECEIVED JAN 1 1 2'�-2 MEN COW OCU MLAvx,-(45� t • ; _ _. L , �Memo , `Sfl- - \' ,' - •-) ----JI E N G I N E E R I N G t �E�`c,no, ,-^ r 1} 2020 ENGINEERING, Inc. 700 Dupont Street-Post Office Box 1621 Bellingham, WA 98227 USA (360)671-2020 Fax: (360)671-0322 APPROVEDww .2020engineerinq.com To: Public Works Departmcnt STORMWATER PLAN D. e: September 14, 2006 Jefferson County CQ S� $U James Westall JAN 0 of WAg� ,' From: Mark Buehrer, PE j OA Jenifer Ramsey, EIT JEFFER 0 . ,'f I y 41, • 2020 ENGINEERING KEPT.OF C1,. , I • ME /i ..,' SIGNATURE: fil • /%44; ,- 0 25353 rq Re: Westall Property -Grading Permit 411 ��SS oNA � G� ���� • Stormwater Management Technical Memorandum q EXPIRES FEBRUARY 16, 2007 The purpose of this memo is to provide a summary of the stormwater management provided for the Westall property site for building a house and its associated parking. The proposed scope of work is to build a house consisting of five separate buildings, and two small parking areas to serve 8 cars. The total area for the buildings and parking areas is approximately 15,000 square feet. Based on this scope of work, the project is determined to be "large" in size, and is required to conform with Minimum Requirements #1 through #10. The following is a summary of the project, scope of work, and how the minimum requirements will be met. Project Summary The site is located near Port Discovery off of Highway 20, as shown on Figure 1. The total area for the property is approximately 6 acres, with slopes onsite varying from approximately 10 to 70% (35 degrees). The total area proposed for new grading work is approximately 1.4 ac., as shown on the site plan in Figure 2. In general, the overall slope of the property is approximately 23% (13 degrees). The total elevation change is approximately 200 feet from Highway 20 down to the shoreline of Port Discovery. The soil survey for the site describes the soils as gravelly sandy loam. As seen form the attached soil map, the area has Type"C"soils mapped. See attachment for soil maps and data. Rainfall rates for the area are 1.5" for the 2-year 24-hour storm event, 2.25" for the 10-year, 24-hour storm event, and 3.4" for the 100-year, 24-hour storm event, as seen in Figure 3 from the NOAA isopluvial maps. There are no lakes or ponds on the site. There is a natural Type 4 stream on the property, which requires a 100-ft setback. The property also includes part of the shoreline for Port Discovery. \Westall Property—Grading.mit ' Stormwater Management Technical Memorandum Page2of4 I _ Scope of Grading Work / i 2�zs rr j The scope of work is to grade areas of the property for building pads for each of the five buildings, and the associated walkways and parking areas. The building site is already served by an existing driveway to Highway 20. As much native vegetation as possible will be maintained in order to limit stormwater runoff and infiltrate any runoff that is produced. Figure 2 shows the general site plan. Landscaped areas will use amended soil to increase the infiltration and retention of water in the existing soils. Amended soils are existing soils with 4 inches of Grade A composted tilled into them to a depth of 8 to 12 inches. In areas where topsoil has been removed during earthwork activities, a compost soil blend consisting of 2/3 sand and 1/3 compost shall be applied on the ground surface at a depth of 12 inches to provide topsoil for lawn and landscape areas. Compost amended soils have an increased moisture holding capacity. They are able to delay and often reduce the peak stormwater run-off flow rates. These soils hold more moisture in winter, when precipitation in the Northwest is most abundant. Studies by University of Washington (Hielema, 1996) and the City of Richmond, WA(Harrison and Grey, 1997) have found that amended soil plots retain 50 to 70 percent of the runoff volume produced by unamended plots under unsaturated conditions. This essentially turns the amended soil area into"pre-existing forested conditions." Based on StormShed' runoff volumes for a 0.2623 ac area, the pre-existing forested 100 yr. runoff volume for Type C soils is approximately 901 cf, whereas for a typical landscaping area, it is approximately 1912 cf. This is a volume ratio of approximately 47%. Since amended soils have shown they are able to retain 50 to 70 percent of the runoff form unamended plots, ameneded soils essentially allow the existing soil conditions to approach"pre-existing forested"conditions. Minimum Requirements Based on the size and scope of work for the grading project, the project is considered to be "large" in size, and is required to comply with Minimum Requirements#1 through #10. Minimum Requirement #1: Preparation of Stormwater Site Plans. Stormwater site plans have been prepared by 2020 Engineering, Inc. showing the grading areas and erosion control details. Minimum Requirement #2: Construction Stormwater Pollution Prevention. Construction stormwater quality problems are not anticipated since the area will be as minimally disturbed as possible. Newly graded areas will drain into the existing native vegetation following existing drainage patterns onsite. Stormwater pollution prevention measures shall be put in place by the owner/contractor during any site clearing, grading or construction of site improvements. BMPs and methodologies during construction shall follow the guidelines of the SWPPP attached. As appropriate, the SWPPP measures will be located and identified on the civil plans and/or specifications prepared by 2020 Engineering, Inc. The owner/contractor will be required to monitor and maintain the facilities throughout the duration of these site improvements, and will maintain buffers of existing vegetation where possible. Figures 4 and 5 show the TESC site plan and details. 1 Note that for this small of an area,WWHM2 could not be used as it returned an error message"too many zeros"for the flow rates onsite. Westall Property—GradingOrmit • e Stormwater Management Technical Memorandum Page 3 of 4 Minimum Requirement #3: Source Control of Pollution. As a residential area, minimal source controls are expected to be necessary. The following recommendations shall be implemented to minimize the likelihood of discharging pollutants into offsite drainage systems. • Fertilizers, Herbicides and Pesticides. Owner and contractors shall be encouraged to store these items indoors or under roofs, to apply them only during dry (non-precipitation) periods and at doses not exceeding the manufacturer's recommendations, and to dispose of them at properly approved disposal sites. Any spillage of chemicals or other hazardous materials shall be immediately reported to Jefferson County and the Washington State Department of Ecology. Minimum Requirement #4: Preservation of Natural Drainage Systems and Outfalls. The existing site consists of undulating sloping terrain with a bluff sloping down to the shoreline. Most of the property is covered with trees with a brush understory. This native vegetation and current natural drainage to the bay will be maintained as much as possible onsite. A vegetative buffer will be maintained between the steep bluff and the shoreline high water mark, which will be composed of native vegetation. A native vegetation buffer will also be maintained in the area of the Type 4 stream. Minimum Requirement#5: Onsite Stormwater Management. All stream corridors and shoreline areas will be protected from disturbance (BMP T5.20). Roadway grading will be integrated into natural topography as much as possible to minimize the grading volumes and utilize existing drainage systems (BMP T5.21). All stormwater onsite will be infiltrated or utilized onsite. This will include runoff from roofs directed to a raingarden and dispersion trench for infiltration. In addition, runoff may be collected in cisterns or an onsite re-circulating ornamental waterfall and stream feature. Minimum Requirement#6: Runoff Treatment. The new pollution-generating impervious surfaces (parking areas) will exceed the 5,000 square fool threshold requiring treatment. Thus, treatment facilities are required for runoff from these paved areas. Runoff from these paved areas will be directed to a raingarden, a bioinfiltration swale or compost amended soil areas for treatment and infiltration. Figure 6 shows a typical raingarden section. Minimum Requirement #7: Flow Control. Flow control facilities are required if the stormwater discharges directly into freshwater. This site is located along the shoreline, and therefore would discharge directly into salt water. However, to prevent seawater intrusion all stormwater must be infiltrated onsite to the maximum extent possible. Due to these issues, flow control is not required onsite. The site will utilize compost amended soils, a raingarden and dispersion trench, and a bioinfiltration swale to reduce flowrates and infiltrate as much stormwater onsite as possible. A raingarden with an overflow dispersion trench will be used to collect roof runoff. Runoff that cannot be infiltrated in the raingarden section will overflow into a dispersion trench. The trench will slowly release the stormwater runoff via "weep" holes into existing vegetation in order to maintain the natural drainage onsite. Figures 6 and 7 show a typical raingarden detail and dispersion trench detail. Minimum Requirement #8: Wetlands Protection. This requirement only applies to stormwater being discharged directly into a wetland, either directly or indirectly. There are no wetlands onsite. i Westall Property—Grading Omit Stomiwater Management Technical Memorandum Page4of4 - I�-:. 1 np.:.rzl'I. Minimum Requirement #9: Watershed Planning. This site is located next to a shoreline and therefore must meet any shoreline requirements. To prevent seawater intrusion, all stormwater must be infiltrated or utilized onsite. There are no other known specific basin or watershed concerns. The LID design standards that will be used for impervious surfaces will limit the impact of stormwater flows, both in quantity and quality. These include compost amended soils, a raingarden, and a bioinfiltration swale. Minimum Requirement #10: Operation and Maintenance. The project stormwater facilities requiring special maintenance are the raingardens. Specific operation and maintenance guidelines for these are in the attachment of this memorandum. References Hielema, Eric,1996. Hydrologic Simulation of the Klahanie Catchment, King county, Washington, With and Without a Landscape Consisting of Soil Amended with Compost. Masters Thesis submitted to the College of Engineering, University of Washington. Seattle, Washington. Harrison, R.B., M.A. Grey, C.L., 1997: Field Test of compost Amendment to Reduce Nutrient Runoff. Prepared for the City of Richmond, College of Forestry Resources, University of Washington, Seattle, Washington. p_ii_____7___v‘ U -3 r ,- �I 1 - 2006 ,Y L . - . . _.�EVcLOPP,1ENT VICINITY rP il VI r \ (". _.m , N — ----i ( C' • 9010 110.- 17 C 1 — 2 t PORT t . 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BUENRER , , SHEET: DESIGNED DRAWN BY: R. OP1U DATE 9-14-06 �I 2� 2020 ENGINEERING.Inc . WESTALL RESIDENCE CHECKED BY: M. BUENRER DATE 9-14-06 E ". FIGURE 6 PRO' HIM: J. RAMSEr AMENDED SOILS AND °F PROFILE NO: 445whP "^"�"*""`-� RAINGARDEN DETAILS 1 FllF NAME Dmlrrop•Dstoda.'•-- C N�G i�N"G ..�""�"'� grAl F. NIS • • 12"x12"CB 4'x8'CONCRETE 12"x12"CB 2'x8'PLASTIC LUMBER LEVEL SPREADER 24" Zo°IO_NyMPX//`•\\i\,i LEVEL SPREADER .ygtrIoIIm2411 20°ISM--/O//\.//\j/�� /I%`%\`/\`. ...\/\//�//\//\// 20l° .\A\` P 'tr//// ry:�.�./.,llO, ✓//// \'� ''''// ' �=oo\\\oo\ •� QII Ifr'IIIII I II IIII III� \\ r + Qy / ;, t 11I1111111111I I1I I It Li//\\\ . \ \ ► u/�..•,,,\/\// --0. Ir\'I •f► - M ``\\ /1 •� 3,• 1 \ CO lrettifigi)(ea,,4 �`l\/: SUPPORT �.\\,` ' WASHED ROCK WASHED ROCK SECTION A-A(WITH CONCRETE) SECTION A-A(WITH PLASTIC LUMBER) NTS NTS I:ff .a , NOTES: f 1.THIS DISPERSION TRENCH rs SHALL BE CONSTRUCTED SO '��` ' _ I`'" AS TO PREVENT POINT DISCHARGE AND/OR EROSION. 2.TRENCH AND LEVEL SPREADER REBAR SUPPORT I :EVECCPM`Nr MUST BEW LEVEL. TOPALIGN L O . (PLASTIC LUMBER I _24�� - .I END CAP OR PLUG FOLLOW CONTOURS OF SITE. OPTION,TYP.) 3. PERFORATED PIPE SHALL HAVE (TYP.) rill`:. .v..s (2)1/2"0 HOLES AT 12"C/C(MIN.) .,•�•t 1s,,si01i� 4.WASHED ROCK SHALL BE CLEAN ,,.•) 104.1 As, ••,P CLEAN OUT WYE FROM PIPE 3/4"-1-1/2"0 re�'s s•.•poi (TYP.) 5. MINIMUM LENGTH OF DISPERSION 1 . ,f e4' TRENCH SHALL BE 30' PA ry 4"PERFORATED PIPE LAID FLAT 6. 18"(MIN.)#4 REBAR TO BE PLACED AT i+.1 :* ti. CENTER OF LEVEL SPREADER AND l4•��t�� ;, � ;!�;•���i 12"x12"CATCH BASIN 6.5'O.C. 4•?e�j i (PLASTIC OR CONCRETE BOX) Z ;s 3��� c•)ot 0' En L ,, ,..,,,,, 2'X8'PLASTIC LUMBER ■ d "2„ WITH 1"NOTCHES k• NOTCHED LEVEL t1.�. ";4+y SPREADER ';`S4 ;p: 4 INFLUENT PIPE • I TOP OF (SEE DETAIL) N ,vol . ,fie REBAR WASHED ROCK •• frail SUPPORTS 1'at•i AR LEVEL SPREADER NTS PLAN NTS DISPERSION TRENCH DETAIL NTS ENGINEER: M. BUEHRER SHEET: DRAWNIGNEDB :Y.RM.. (J 11 DATE 99--11-06 11-OB r7 a 2020 ENGINEERING,Inc. Y rESTALL RESIDENCE CHECKED BY: M. EA/DIRER DATE 9-11-06 FIGURE 7 1 PPRRDO,L Na 4ssw r ... DISPERSION TRENCH °F FILE NAME: Drainage Pstofad,q C,v c i' c c F,tic .."....... .. 1 SCALE: N7 • • 0 00t L£S 00Z LES 000 LES 00 LEG 00 LES 00b�LES 00Z•LES !�.. *r � x a 3 i. .`.L.••+•',/�;-. f Si'.= 3t:'+t3 vt'i O0 4. etT :04 +�t d° .t :4:w 'K s 1'r ak+t ��f�' .1e'.�* r r s".,.i.~r,tiy t ,.l'+' M 52 1•'d .�z5 b'.r 7 J^.`,� ' 1 +f *' _. 'x. ;.t+^f,. 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N Q CV N N CV N N .- r '- c9 0 a) D H N -)a) 0 co I- w L co0 .0 0 O c 0 O c 7 c0) 1 i ca u) 0 0)C1 0 O p I a) I~ RVcij O CA O r1, ct co ' H O E a, 6 cl 44 rn u)o CV O C1 N z MI 73 2a Q co YY 0 Y § fII • 4111 MAINTENANCE REQUIREMENTS WESTALL RESIDENCE DRAINAGE FACILITIES RAINGARDENS(BIORETENTION) • The flow entrances to the raingarden shall be inspected periodically and after large storm events. Soil, plant material and/or mulch shall be replaced if any erosion has occurred. Mulch in the raingardens serving parking lots shall be replaced annually due to the heavier pollutant loading. • The catch basins within the raingardens shall be inspected annually, or after any extreme storm event (2-inches or greater within 24 hours). If sediment or debris accumulates more than 12 inches in the bottom of the catch basin, it shall be removed to an approved disposal location. Any debris blocking catch basin grates shall be immediately cleared. • Ongoing weeding, watering as necessary, erosion and sediment control, and replacement of dead plant material shall be provided for a minimum of three years after installation to achieve an 80 percent survival rate of all plantings. The site vegetation shall be trimmed only as necessary to maintain the aesthetic appearance of the sites and to keep the raingarden free of leaves and other accumulated dead vegetation. Poisonous or nuisance vegetation within the raingarden shall be removed. Slope areas that are bare shall be revegetated and any eroded areas or holes shall be filled and regraded prior to revegetation. • If vegetation falls below the 80 percent level, new vegetation shall be planted to bring the total percentage back up to that level or higher. Added vegetation types shall be changed as necessary if it is determined that the original planting scheme is unable to survive at the 80 percent level over an extended period. • Any accumulated sediment shall be removed immediately,in order to maintain functional capacity and adequate freeboard,and disposed of at an approved location. • No nutrients or pesticides shall be applied to the raingardens. • .1 STORMWATER POLLUTION PREVENTION PLAN for Westall Property Prepared for James Westall c/o Skookum 385 Benedict St. Port Townsend, WA 98368 September 2006 Prepared by - CIAE N G I N E S 19 I NJ 2020 ENGINEERING, Inc. 700 Dupont Street PO Box 1621,Bellingham,WA 98227 (360) 671-2020 Fax(360) 671-0322 Westall Property-SWPPP 1 September,2006 • • PROJECT DESCRIPTION This project involves the construction of a residential area consisting of five buildings and associated walkways, parking areas and driveways. The purpose of this SWPPP is to provide guidance to the owner/contractor and the owner/contractor's dedicated erosion control lead in minimizing erosion and sedimentation problems due to this project. The owner/contractor is responsible to implementing all appropriate measures to meet County, State and Federal guidelines regarding water quality. This SWPPP, in conjunction with the civil plans by 2020 Engineering, Inc., describes the minimum starting measures to implement. However, additional measures may be needed based on the actual onsite performance of BMPs and the schedule and techniques used by the contractor. Contact information is provided below, and should be amended as appropriate. Proiect Owner: Civil Engineer: 2020. Engineering, Inc. P.O. Box 1621 x c _____. ham, WA 98227 ' } - �4� 'Bellingham, � - 1 Phone: (360) 671-2020 Contractor: J rt 1 - -.., 1 Erosion Control Lead Person: Phone: Email: Fax: A copy of this SWPPP, a list of the appropriate contact persons, and copies of completed inspection forms shall be maintained onsite at all times during the project. Westall Property-SWPPP 2 September,2006 • EXISTING CONDITIONS Location. The project is located in on the Quimper Peninsula, south of Port Townsend in Section 17, Township 29 North, Range 1 West, W.M. Jefferson County, Washington. Topography. The entire area encompasses approximately 6 acres, with the project site covering approximately 1.4 ac. The site slopes generally from west to east, with slopes from approximately 10 to 30%. Land Cover and Soils. The land is currently undeveloped. The underlying soils are characterized in general as a sandy loam or silt loam. The site has mostly hydrologic group "Type C" soils, as described by the SCS Soils Manual for Jefferson County Area, Washington. The property lies along the Port Discovery shoreline. Structures and Utilities. It is the contractor's responsibility to locate any onsite and adjacent utilities. The one-call utility locate number is 1-800-424-5555. There is a former railroad grade through the west end of the property. Onsite Drainage Description. The majority of current surface runoff sheetflows down the ridge to the shoreline over native vegetation areas and is either infiltrated or flows offsite into Port Discovery. Contributing Offsite Areas. Due to the slopes and the location of Highway 20, no stormwater runoff will flow onto the site from offsite areas. Downstream Conveyance. Any stormwater runoff that is not detained onsite travels southeast off of the site to Port Discovery. y _ Westall Property-SWPPP 3 September,2006 - ;., :NT • • PROPOSED CONDITIONS The scope of work is to grade building pads for each of the five buildings, and the associated walkways, parking areas, and driveway access to Highway 20. As much native vegetation as possible will be maintained in order to limit stormwater runoff and infiltrate any runoff that is produced. Landscaped areas will use amended soil to increase the infiltration and retention of water in the existing soils. Amended soils are existing soils with 4 inches of Grade A composted tilled into them to a depth of 8 to 12 inches. In areas where topsoil has been removed during earthwork activities, a compost soil blend consisting of 2/3 sand and 1/3 compost shall be applied on the ground surface at a depth of 12 inches to provide topsoil for lawn and landscape areas. Westall Property-SWPPP 4 September,2006 • • EROSION AND SEDIMENTATION CONTROL Temporary erosion and sedimentation controls (TESC) and Best Management Practices (BMPs) will be used to mitigate potential erosion and sedimentation due to construi tion— activities. A detailed summary of the suggested minimum erosion-and-iednfebtation-\ control elements follows below: l C" Element#1 Mark Clear Limits .._._..__.....- Prior to beginning land-disturbing activities, including clearing-and grading, all work limits shall be marked. Areas to be marked include the roadway areas and their associated drainage facilities (infiltration trenches). Either wood lath stakes or painted ground surfaces may be used to mark the limits. Element#2 Establish Construction Access Any new construction access points required off of Highway 20 shall have stabilized quarry spall construction entrances (BMP C105) meeting Jefferson County standards. In addition, the adjacent roadway areas shall be cleaned at the end of each day, with swept up materials deposited in a controlled onsite sediment disposal area, or an approved offsite disposal location. Element#3 Control Flow Rates Temporary sediment traps or ponds (BMP C240 or BMP C241) shall be built if necessary to collect any surface runoff during construction to prevent sediment laden runoff from reaching offsite areas, streams or other water bodies. Siting of the traps or ponds shall be at locations where overflow can discharge into existing vegetated areas. Element#4 Install Sediment Controls The owner/contractor shall endeavor to maintain any natural vegetation in as undisturbed condition as possible. Where work is performed, the following BMPs may be used to control runoff: • Straw Bale Barrier (BMP C230). Use as a temporary emergency measure, as straw bales do not last long under heavy flow conditions. • Silt Fence (BMP C233). Place silt fence parallel to contours between work areas Westall Property-SWPPP 5 September,2006 • • and protected areas, and around exposed infiltration surfaces under construction. • Straw Wattles (BMP C235). Place where surface flow begins to channelize, to slow runoff and allow sedimentation. • Sediment Trap (BMP C240). Construct as needed to prevent dirty runoff from reaching the wetland or offsite areas. Element#5 Stabilize Soils Any exposed soils unworked for a significant period shall be stabilized using effective cover BMPs. Between October 1 and April 30, no exposed and unworked soils shall remain unstabilized for more than two days. Between May 1 and September 30, no exposed and unworked soils shall remain unstabilized for more than seven days. Soils planning to be exposed and unworked for greater than one month shall be temporarily seeded (BMP C120) or sodded (BMP C124), with adequate protection provided to stabilize the soil until the vegetation is established. Stockpiles and areas exposed for shorter periods may be stabilized using appropriate measures from the following BMPs. • Nets and Blankets (BMP C122) • Plastic Covering (BMP C123) _ • Surface Roughening (BMP C130) 1 ,3 �ti- :� t t • Gradient Terraces (BMP C131) - - --- • Dust Control (BMP C140) " . ,, \ ----i i Element#6 Protect Slopes "`-'-,n�'F��T Steep slopes or landslide hazard areas shall have a undisturbed vegetated buffer to protect them. The buffer shall follow requirements set forth in the land use permit. On stockpiles and ditches or temporary embankments, appropriate measures from Element #5 shall be used to minimize erosion. Element#7 Protect Drain Inlets Any drain inlets (catch basins) shall be protected by placing storm drain inlet protection (BMP C220) at each catch basin. Each basin shall be inspected weekly, and daily during significant storm events. Inlet protection shall be cleaned or replaced prior to the accumulation of six inches of sediment. Westall Property-SWPPP 6 September,2006 FT-)r__ Element#8 i) - Stabilize Channel and Outlets Any outlets from temporary or permanent stormwater pipes or facilities shall be armored EVE! :itti► with rocks or quarry spalls to prevent scour and erosion (BMP C209). Element#9 Control Pollutants All potential pollutants, including but not limited to wash water, human wastes, chemicals, oils, fuels, vehicular lubrication and cooling fluids, miscellaneous trash and waste materials, demolition debris, pesticides, herbicides, and fertilizers shall be handled in such a manner to prevent contamination of stormwater. Stored hazardous materials shall be protected from vandalism, covered, and have spill containment in place, including plastic or other ground cover to minimize the opportunity for any spilled materials to infiltrate into the porous soils. Any spillage of hazardous materials into surface waters or into the ground shall be immediately reported to Jefferson County, the Washington State Department of Ecology, and other appropriate state or federal authorities, and immediately contained. Pesticides, herbicides or fertilizers shall not be applied during or immediately prior to expected precipitation events, and application shall follow the manufacturer's recommendations. Element#10 Control De-Watering De-watering water from trenches or other excavations shall be discharged across undisturbed vegetation areas, to allow dispersal and infiltration, or into previously constructed temporary sediment traps (BMP C240). De-watering water shall not be allowed to discharge directly onto offsite areas, except as approved by the offsite owners. Element#11 Maintain BMPs All temporary and permanent erosion and sediment control BMPs shall be maintained repaired and enhanced as necessary to assure continued performance of their intended functions. Except as previously noted, all BMPs shall be inspected at a minimum on a weekly basis, and during or immediately following a significant storm event (any storm exceeding 0.5 inches rainfall within 24 hours, or 2.0 inches of rainfall within 7 days). Within 30 days of final site stabilization or when no longer applicable, temporary BMPs shall be removed from the site. Any accumulated debris and sediments shall be disposed of at an approved onsite or offsite location, and each BMP site itself shall be permanently stabilized. Westall Property-SWPPP 7 September,2006 • • Element#12 Manage the Project The grading work shall begin only after any needed temporary sedimentation and erosion control BMPs have been put in place. Soil disturbance shall be avoided during precipitation events, and priority shall be placed on maintaining existing vegetation in work areas as long as possible. The owner/contractor's erosion control lead shall follow the previous elements of this SWPPP, the erosion control requirements from the plans, and any requirements of County, State and Federal agencies. If circumstances require additional BMPs beyond those recommended in this SWPPP to prevent construction caused contaminated runoff from leaving the project site or contaminating the onsite infiltration facilities, it is the owner/contractor's responsibility to implement those additional BMPs. Note that the proposed raingarden and dispersion trench areas are infiltration facilities. Thus, a priority of the contractor shall be to prevent silt, sediment or debris laden water from reaching the infiltration surfaces of these facilities throughout construction of the facilities and the rest of the site, so that the permanent functionality of the infiltration facilities are not impaired. The erosion control lead shall also keep a weekly log of BMP inspections, noting any problems, repairs performed, or additional E3MPs used. A sample weekly inspection form is attached on the following page. Copies of this SWPPP and completed inspection forms shall be maintained onsite at all times during the project. The owner/contractor shall be aware that the Washington State Department of Ecology has the authority to levy significant fines against the project owner if runoff exceeding allowed contaminant levels due to any onsite or project activity is found to be discharging from the project site. SWPPP DRAWINGS • Approved Civil Drawings with TESC Information (by 2020 Engineering, Inc., to be attached upon approval by Jefferson County) MI ` • Westall Property-SWPPP 8 September,2006 ! ! SAMPLE SWPPP INSPECTION FORM WEEK STARTING: , Name of Erosion Control Lead: Weather Comments: Condition of Site and BMPs: Exposed Soils: Silt & Construction Limit Fencing: Quarry Spali Entrances: Adjacent Roadways and Properties Catch Basin Protection: Sediment Traps and Ponds: Stockpiled Materials: Other BMPs: Repairs Made: New BMPs Installed: Other Comments: r. Westall Property-SWPPP 9 September,2006 I4�� SECTION II—EROSION AND SEDIMENT CONTROL PLAN Sediment and erosion control measures may be depicted on the master land use application plot plan,a stormwater site plan,and/or a separate Construction SWPPP site plan. This is a checklist to ensure that the following are depicted on a site plan: 1. General. a. Vicinity Map b. Jefferson County Approval Block c. Erosion and Sediment Control Notes 2. Site Plan. a. Legal description of subject property. b. North arrow. c. Indicate boundaries of existing vegetation(e.g.,tree lines,pasture areas, etc.). d. Identify and label areas of potential erosion problems. e. Identify FEMA base flood boundaries and Shoreline Management boundaries(if applicable). f. Show existing and proposed contours. g. Indicate drainage basins and direction of flow for individual drainage areas. h. Label final grade contours and identify developed condition drainage basins. I. Delineate areas that are to be cleared and graded. j. Show all cut and fill slopes indicating top and bottom of slope catch lines. 3. Conveyance Systems. a. Designate locations for swales,interceptor trenches,or ditches. b. Show all temporary and permanent drainage pipes, ditches,or cut-off trenches required for erosion&sediment control. c. Provide minimum slope and cover for all temporary pipes or call out pipe inverts. d. Shows grades,dimensions,and direction of flow in all ditches,swales,culverts and pipes. e. Provide details for bypassing off-site runoff around disturbed areas. f. Indicate locations and outlets of any dewatering systems. 4. Location of Detention Best Management Practices(BMPs). Identify location of detention BMPs. 5. Erosion and Sediment Control Facilities. a. Show the locations of sediment trap(s),pond(s), pipes and structures. b. Dimension pond berm widths and inside and outside pond slopes. c. Indicate the trap/pond storage required and the depth,length,and width dimensions. d. Provide typical section views through pond and outlet structure. _ ___,__ _____ e. Provide typical`details of gravel cone and standpipe,and/or other filtering devices i ` '�r, t'r :� f. Detail stabilization techniques for outlet/inlet. �� g. Detail controlrestrictor device location and details. 1 i h. Specify mulch and/or recommended cover of berms and slopes. i .)( s _ i. Provide rock specifications and detail for rock check dam(s),if applicable. • j. Specify spacing for rock check dams as required. 1 k. Provide front and side sections of typical rock check dams. el , i I. Indicate the locations and provide details and specifications for silt fabric. ---- m. Locate the construction entrance and provide a detail. 6. Detailed Drawings. Any structural practices used that are not referenced in the Ecology Manual should be explained and illustrated with detailed drawings. 7. Other Pollutant BMPs. Indicate on the site plan the locations of BMPs to be used for the control of pollutants other than sediment(e.g.,concrete wash water). 8. Monitoring Locations. Indicate on the site plan the water quality sampling locations to be used for monitoring water quality on the construction site. Sampling stations should be located upstream and downstream of the project site. stormwater site plan template—rev.10/1/2003 11 • • Stormwater Site Plan Changes If the designer wishes to make changes or revisions to the originally approved Stormwater Site Plan,the proposed revisions shall be submitted to DCD prior to construction. The submittal shall include substitute pages that include all proposed changes, revised drawings showing any structural changes,and any other supporting information that explains and supports the reason for the change. Final Corrected Plan Submittal If the project included construction of conveyance systems,treatment facilities,flow control facilities,or structural source control BMPs (not standard on-site stormwater management BMPs), the applicant shall submit a final corrected plan ("as-builts")when the project is completed. These should be engineering drawings (stamped by a licensed civil engineer) that accurately represent the project as constructed. APPLICANT SIGNATURE By signing the Construction SWPPP worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affected property. 1,i I.t---..___ . l2/ 0 ( /o(o (LANDOWNER OR AUT I REPRESENTATIVE SIGNATURE) (DATE) THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED: F J ' i-, vi. 0 1 1 I—, DEC 1 -- 2006 ,..._ „ DEVELOPMENT j stormwater site plan template—rev.10/1/2003 12 • • STRATUM GROUP 1451 Grant Street, Bellingham, WA 98225 Phone(360)714-9409 January 3, 2007 Bill Irvine 1980 Cape George Road Port Townsend, WA 98368 Re: Geology Review of Stormwater Plan MLA#: MLA06-00651, Case #: BLD06-00678 Jefferson County, Washington Dear Mr. Irvine: I received a memo from Michele Farfan of Jefferson County Department of Community Development regarding the stormwater plan for the proposed development at Warren Westfall's property. Jefferson County requested that I review the stormwater plan for consistency with my geology evaluation of the property that was completed in November 2003. I have reviewed the stormwater plans for the site prepared by 2020 Engineering and spoke with the Jennifer Ramsey the project manager at 2020 Engineering regarding the stormwater plan. The stormwater plan will disperse stormwater runoff on the site in a manner consistent with the recommendations I made in my November 2003 report. Buildings 1, 2 and 5 and driveway areas will discharge stormwater in a dispersed manner into areas of amended soil and into existing natural swales with existing natural infiltration. Building 4 will discharge stormwater into a raingarden with and subsequently into a dispersion trench and onto an existing gravel road drainage route that will convey water to the base of the slope where it will infiltrate behind into the ground behind the old railroad grade on the west side of the property. The stormwater plan drawing indicates that Building 3 will direct its storm water into the raingarden planned between Buildings 3 and 4. The only change I recommend is that half the stormwater from Building 3 be directed towards a dispersion trench located south of Building 3 towards the existing natural infiltration area. Stratum Group appreciates the opportunity to be of service to you. Should you have any questions regarding our reconnaissance please contact our office at (360) 714-9409. Sincerely yours, T �. Stratum Group ,<- 01 as ,,,0....... rya /�r r i. `1; , ,,,,..,, ,-,: o ,, ! • Dan McShane, M.Sc., L.E.G. ISZ' JAN - 8 2007 r-------------\,� Licensed Engineering Geologist ; =` Ti— Al • :1; -1 r , l ` [117f:1 NT i w m m8ga a� 2 g pQ 1�aL l Y O �� ti��� �ZZ � y: '! 8as Q �r6 p o 8 -8 awo 0u�� ��� SWg°�' ~z Z Z O� w 2 W° &F S. o>(R Q0)o0-y ti, m 91 m m Z I , .• w 9 •II t � _ �a�. �� / `�� . �, JAN - 8 2007 iv � es Ir' �4'` - ,moo .�1,........4.44,�-I°' Ui N g� I ♦-y4_ co�a,/6' `�s. ` Vie:� \ d 2 2 W IY 4:71.•` � ����i !i op or.'+•o �` ��W I J ' Et.OFh:IENT r t co 2 %... . 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C0G� JEFFERSON COUNTY W A DEPARTMENT OF COMMUNITY DEVELOPMENT ~' ` ''4 621 Sheridan Street• Port Townsend • Washington 98368 ��' 1 L4 I' �� ,. 360/379-4450• 360/379-4451 Fax 71_____ www.co.efferson.wa.us/commdevelopment PIINGMaster Permit Application MLA: � , ( 1__._ Projer`ct1e Cription(include separate sheets as necessary 5- / / ss�� ��[`�1��4. 11 Cb'Y I/ — k�ut (e) , /�!t` I sI Tax ParcelProperty Number: `Ici 1 7 Z OCR i Size: U% • 2 � acreslbquare feet) Site Address and/or Directions to Property: -2) 1 '2)7 (: tuft f 3A'-J 7f`3 -Po:LC Tz..:;tSC�-r.i.b 1 4.:*� Property Owner(s)of Record: (,.: "A ,$) , L �; L b� -- Telephone:3-{ •-3e.). -UC) A Fax: email: 4-r ,itv�a �_ _ �U���6(t �?�7 Mailing Address: �1-�_> I( -I 7d1r-rpW/v S'E-- r (.3a 78-5 r-' :, Applicant/Agent(if different from owner): irk)//r IA v'ht I eV!Ale Telephone:7,i 'jam I Si Fax: 7?-/ • I9 ( email: ]ev/,Q&--e,..0..issti'21 .L-041-'t Mailing Address: i% = C_-A C (Dt-- 2te >-c ?Os%-4, T >t�56-7,--+ N t. . j i,,E , What kind of Permit?(Check each box that applies) Building ❑Variance(Minor,Major or Reasonable Economic Use) E]Demolition Permit ❑Conditional Use[C(a),C(d),or C]** , ngle Family °Discretionary"D"or Unnamed Use Classification 0 Garage Attached/Detached OSpecial Use(Essential Public Facilities)** 0 Manufactured Home ClBoundary Line Adjustment CI Modular lShort Plat** 0 Commercial* °Binding Site Plan** 0 Change of Use [Long Plat** 0 Address i Road Approach [Planned Rural Residential Development(PRRD)/Amendments** Et Propane ❑Plat Vacation/Alteration** ❑Allowed"Yes"Use Consistency Analysis ❑Shoreline Master Program Exemption/Permit Revisions** OStormwater Management ❑Shoreline Management Substantial Development** OSite Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Variance ❑Temporary Use ❑Comprehensive Plan/UDC/Land Use District Map Amendment OWireless Telecommunication* ❑Jefferson County Shoreline Master Program Amendment OForest Practices Act/Release of Six-Year Moratorium *May require a Pre—Application Conference **Requires a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal, if known: .1x:`r aN.CC'�-�,.,`> c ONN.L'it U'--,— 2C2v'- << It ' Z`-. 1 DESIGNATION OF AGENT I hereby designate (,(,j�• IgyyN Q\(IN C to act as my agent in matters relating to his a plication for permit(s). OWNER SIGNATURE Date: -I I ZO i(o By signing this application for ,the o er/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or it's knowledge. An erial falsehood or any omission of a material fact made by the owner/agent 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 its employees,representatives or agents for the sole purpose of application review and any required later i specti.ns. Staffs access and right of entry will be assumed unless the applicant inf rms the County in writing at the time of the applicatio at he or a?Z. . v.- Signature: ► 1w�4` Date: (9..0 1� The action or actions App. -nt . undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and •uld lead o a potential lake"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act". - •."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transferab e si ' d complying with the ESA. The Applicant has read this dis laime and signs and dates it below. Signature: Date 2c f (Q D:\PermitCenter\FORMS\DRD FORMS\Master Permit Application 12-30-05-2.doc •. 4/1 . BUILDER STATEMENT The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assu ing the o eneral Contractor for the proposed proje . IG� ki / k.2.(a tote Signature: Date: I _ GENERAL CONT OR MANUFACTURED HOME INSTALLER: PHONE: FAX: - __-- ( ) ( ) MAILING ADDRESS: EMAIL: CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: PHONE ( ) FAX:( ) MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: fa-New ❑ Wood Existing: 0 Sewer ❑ Addition 0 Steel Proposed: Bank 0 Community System ❑ Alteration/Remodel ElConcrete Total: L Height: 1;1 Individual System / ❑ Repair !29 Masonry SEP Permit# !ram- 23 2- 1133 ❑ Demolition 0 Other: Bedrooms: Water Supply: t(( Existing: Setback: Private well 0 Two Party Ty{ f eat: Proposed: _ r ❑Public Y��t� tc>Srt v Total: (Ci`� Name of System: If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: Pel,tinderground Tank 0 Above ground Tank Size of Propane Tank: 500 °Heat Stove ❑Cook Stove ❑Woodstove infireplace Insert Hot Water Tank 0 Pellet Stove i Other Is this appliance being installed in a Manufactured/Mobile I-tome? Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines,tank location and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. Square Footage Current Proposed For Office Use Only Amount Revision Main Floor Heated aT U 7 gli.4DEH Bld App Review: BID 2 Floor Heated Ff G 7A 0 ri Consistency Review: �W)S�O D(D Other Heated ` Base fee: IC Mezzanine 1 Additional Section: Heated Basement 430 3s �{ ao Plan Check fee: b; 59 Unheated Basement State Surcharge fee: `jd 4150 10 • Other Unheated i Pot Water Review fee: 0, \0 _ Garage/Carport SUBTOTAL 3 26 1 .161 Decks 911/Rd Approach fee: r Othe�rn ">.,e --7 TOTAL: $ • Receipt Number: S >' a 1 1 1 i3? Cash/Check Number: ovelt:_le: ESTIMATED C T4BEWIRED) k Date: , .-1 i /F' 0 _ .Fair et value of aN rahnr a'i materials foundation to finish ` _ 45 3 ")-(5- i d6 Initials: D:\PermitCenter\FORMS\DRD FORMS\Master Permit Application 12-30-05-2.doc SM O - Qq � - O O " I " I - I I I � I � I A / I / I 1 / I / 1 / z / ~ / y / A / •� / / i P < \ _ i Orn--a`` \ I �A �1 rn \ \ Tyr (f .a" (31 /L e •,e:i: rn-u (%M Drn� �DZ =rnFF p� rnNCP D rnA N< z0tP ��M F=0 12 NU�D� nl rrrii M �rn0 03rn Drnn cA= nzrn%=!m zA 3� < � Mu, O �� iAQA➢1 XZ A A 5a BOO MMWMA N M dX zp OA nA� w(� rn3�A ASP M D <� rn rn K by T Zc�_ ( O -n O fTi Z➢ �An rTj AZNArn mDNR z g D �z rn > rnOrn M D A Q US D O M o o a_Ti �zZ➢ O rn� rn _ 0 O Qrn > o CA 0 o z 0 r o �M_ m —� L' m O o -A M A Q � (� O rn o rri M N III _ L_p N(PA�nO M rnCN rn p M rn z pDA A= (�jD(l z 0= rn n O rn Dz� rQ-izrn z rn_( rn 0 p Q D D N rn 0 MFo oMu =CAD O A W Z rn O r 2 c n Q A - �-iz rnpOM M O ➢rn;u �QO� r OQ �1D70rn QUO C�-0>M rTTz rn Q O O I z zp= rp-aCA z M NNArrn ��-0rn rT3�yzOt O rri �0713 Oz rn Or M3 (P Z rn 70 � c O c rn i D O r RESIDENGE FOR WAR ­4 { O r ➢Aw xn� � Fri Oi z - �Q4a,7 ti C Ow0 A� =— o zSp• 3 Fn w rn R, ' m00% 4,393, 1/ 9F ' C\ 3=DC\rS-Urnm� rnN O zrn O D- i pDii=ADrn ui z-12(1 <=Qrnzp= 03 ��rn n OrnO�c)GOQOQrn y�Qrn zouE� z00(sOrn 77Q) (P O O D— DOAAO r C �OQ z'�T'�z�OCno�(D Q)OpQ(zP ipX>0 � TO czsrnr0 �M3> z �'�-OOrn i Q O D. 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