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BLD2007-00564
BUILDING PERMIT APPLICA'IN MLA07-00600 Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD07-00564 Received Date: 10/29/2007 SITE ADDRESS: 3186 OAK BAY RD PORT HADLOCK, 98339 OWNER: DAVID A QUICK PHONE: 360-769-2635 JANET S QUICK 4955 PETERSON RD SE PORT ORCHARD WA 983677906 SUBDIVISION: Block: Lot: + PARCEL NUMBER: 921192007 Section: 19 Township: 29 N Range: 01 E CONTRACTOR: TOLLEFSON BUILDERS INC PHONE: (360) 732-4080 PO BOX 100 CHIMACUM WA 98325 Contractor's License TOLLEBI977N9 Expires 3/15/2009 REPRESENTATIVE: DAVID VANDERVORT PHONE: 206-784-1614 LAURA VAN AMBURGH 2000 FAIRVIEW AVE E# 103 PROJECT DESCRIPTIOr NSFR W/ GARAGE ATTACHED BY BREEZEWAY & U/G 500 GAL PROP TANK TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 2,608 VALUATION 670,000.00 ADD'L: HEAT TYPE: RAD CODE EDITION: 2006 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: 1,080 SHORELINE: CONST TYPE: DECK: 232 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: 2WELL BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 2 Prop: 2 Total: 2 Total: 2 Routin Date: C Type Amount Paid By: Date: Receipt: Approved/Date Permit $4,039.55 LYK 10/29/07 95373 APPROVE[ Plan Check $2,625.71 LYK 10/29/07 95373 State Building Code $4.50 LYK 10/29/07 95373 NOV an 2007 Potable Water Application $58.00 LYK 10/29/07 95373 Jefferson County Planning Total: $6,727.76 & Building Department Je,ferson County Building Dion Permit Num : BLD07-00564 Applicant: QUICK BUILDING PERMIT INSPECTION APPROVALS applicable Code: 2006 International Building Codes To schedule inspections, call (360)379-4455 no later than 7:00 AM the day of the inspection. Requests received after 7:00 AM will not be scheduled for that day's inspections. ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes Setbacks 2//4/ag V Erosion Control C,, a5 Foundation Footing 2/�¢/og � )1/ ���,,ffpproz_)144-AiLaVeil A ' Pgk /A5`#A1 D Footing Drains GAt OK 3/13/o0 Ai A _ �1 i Motor Ok �i/4rfDe l-?1Y1 01 -A (0 Foundation Stem Wall 0.51°8 CArAcE UK .3v5JoB Underground Plumbing 3/590e ,IL Straps(hold downs) 7(( )' (4 NV — Ext. Shear Wall Nailing 1 (G /q 7 / P- C IWZ — Rough in Plumbing c/z7/t. ,,f� ✓� /vim Framing q/23/e6 �,r, A GAR I E 4. /0/A ?I Blocking r Waste-Airseal 49/23/L R gzsE Z;o/'AG D4 fiplivW Insulation:Walls /a -- Li a OK /008 61Y1 gitoliziezttipc.z.-;40A Arz*A‘Aty Insulation: Floors Atit4E_ Sire R-/D £tt tb Ok .1,2//De,l Insulation: Ceiling /16.456- 04.' ithiti 5 e (;Agei.z n Eel-i ift66114 117-2-1 1,2/4 Int. Shear Wall Nailing 7/R/De 11 fi Wallboard Nailing �,/=`I/08 /i. 9d. Gas Line: Interior 9/73/a , ih'-..f. " Gas Line: Exterior / itheli C kT1J TD i-1,r wA iere—1 prJe Ok 0 41eO Propane Tankalit/eel ill }}6 Heat/Chimney Clearance Drywell/Alt Drainage 4R1'4�` 1401r4114c OX 3/f5/og f,/ C _/eus67cgrL/Alfo OK 3lule8 .J 'El'. L PC� "kl .t,� Address Posted fivazoNIG st pipe 3/ /0b - a. CKOKSS .tom - - - c.. ' __- --i FINAL INSPECTION Q:ZS_py FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR CONDITIONS for Building Permit# :BLD07-00564 1.) PRIOR TO OCCUPANCY& BUILDING FINAL- FINAL APPROVAL OF SEPTIC SEP07-304 IS REQUIRED. 2.) ANY PORTION OF TRANSPORT LINE UNDER A DRIVEN WAY IS TO BE SLEEVED/CASED OR EQUIVALENT. 3.) 10' SEPARATION REQUIRED BETWEEN A WATER LINE AND ALL PORTIONS OF THE ONSITE SEWAGE SYSTEM; EFFLUENT TRANSPORT LINE, TANKS, TREATMENT AND DISPOSAL COMPONENTS. 4.) WATER FEATURE IS TO BE LINED AND OVERFLOW DISCHARGED A MINIMUM OF 30 FEET FROM SOIL DISPERSAL COMPONENT OF DRAINFIELD AND 5 FEET FROM SEPTIC TANK AND PUMP CHAMBER. 5.) Prior to final occupancy, water supply location and possible corrections to the existing records must be completed, USR99-83 indicates well drilled on this parcel, however, this permit building site plan shows it on adjacent parcel, 921192008. USR00-26 also associated with this parcel. May need to rerecord corrections to two party well easement if incorrect upon review. 6.) The application was reviewed by the Jefferson County Department of Community Development staff on November 1, 2007 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: stable/intermediate shoreline slope stability; rural forest lands adjacent; landsldie hazard area 1; SARPZ aquifer recharge area; coastal SIPZ. 7.) 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. 8.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 9.) 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. 10.) 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. 11.) 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. 12.) Marine shorelines and islands a/Susceptible to a condition that is known as Sater 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. 13.) 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. 14.) 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. 15.) A Geotechnical Report dated February 23, 2007 and a Geotechnical Review Letter dated October 19, 2007 both prepared by"The Galli Group"were submitted in conjunction with this application. The report addressed the stability of the geologic hazard area. A setback of 30-feet shall be measured perpendicularly from the top or toe of the geologic hazard to the proposed single family residence and a 50-foot setback from the top of slope to idrainage facilities. 16.) PRIOR TO FINAL BUILDING OCCUPANCY, PROPONENT SHALL SUBMIT A WRITTEN LETTER FROM THE GEOLOGIST WHO PREPARED THE GEOTECHNICAL REPORT DATED FEBRUARY 23, 2007 &oCTOBER 19, 2007 STATING THAT THE STRUCTURE AND/OR FACILITIES HAVE BEEN CONSTRUCTED IN CONFORMANCE WITH THE REQUIREMENTS OF THE "GEOTECHNICAL REPORT." THE LETTER SHALL BE STAMPED BY THE LICENSED GEOLOGIST/ENGINEER. 17.) 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. 18.) 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." 19.) All construction activities shall not encroach upon the landslide hazard area buffer. This includes the storage or preparation of materials. 20.) 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. 21.) 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. 22.) 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. 23.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator). 24.) The applicant is proposing to creillor add 11,082 square feet of impervious Alkce and 24,240 square feet of land disturbing activities. JCC 18.30.060 and 18.30.070 require the project applicant submit a stormwater plan meeting Minimum Requirements#1 through #10 of the Department of Ecology Stormwater Management Manual for Western Washington. The stormwater plan shall address measures to control stormwater, erosion and sediment during construction and shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 25.) A Stormwater Site Plan has been submitted and approved by the Department of Community Development. Once the subject permit has been issued the applicant shall fully implement the provisions of the submitted plan and contact the Jefferson County Department of Community Development to arrange a schedule to inspect the property for plan compliance. A Certificate of Occupancy will not be issued until the Department verifies plan compliance. No clearing for roadways or utilities shall occur on the project site until clearing necessary for the installation of temporary sedimentation and erosion control measures have been completed. 26.) 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). 27.) The site plan as submitted with the building permit application on October 29, 2007 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 November 19, 2007 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 28.) This approval is for a single family residence with attached garage by a breezeway and 500 gallon underground propane tank 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. 29.) The parcel has been designated as RR 1:20 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 30.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 31.) Not more than 2 unlicensed vehicles shall be stored on any lot 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 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. 32.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 33.) Minimum setback from any private ingress/egress easements shall be 20 feet. Minimum north and south property line setbacks shall be 5 feet. Minimum west(rural forest land adjacent) shall be 100 feet. If an ESA is present, then the more stricter setbacks shall apply. 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.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 37.) The building height is not to exceed 35 feet. 38.) An address of 3186 Oak Bay Road, Port Hadlock has been assigned to the parcel. The lot is accessed via a private easement off of Oak Bay Road. 39.) The site is served by an off-site ( to the south) two-party well. A Well East and Maintenance Agreement was recorded on October 26, 2007 under AFN 528694. 40.) A utility review (USR99-0083) was finaled on November 16, 2007. A wet-season evaluation (OTH99-0036)was finaled on May 8, 2000. A critical area review (CAR99-0453) for a mound system was finaled on May 1, 2000. A septic permit (SEP99-0294)was cancelled on May 10, 2000 and is now filed with SEP04-0123) that was also cancelled on June 7, 2004 and is filed with SEP07-0304) that was approved on October 16, 2007. A utility review(USR00-0025)was approved on June 5, 2000. 41.) The existing two-party well located on the adjacent property to the south is not located within the mapped Coastal SIPZ. Therefore, the SIPZ conditions were not applied to this application. 42.) DRAINAGE CONDITIONS: THE SANDY SOILS CAN HANDLE MODERATE INFILTRATION FROM STORMWATER RUNOFF. ANY INFILTRATION FACILITIES SHALL BE LOCATED A MINIMUM OF 50 FEET AWAY FROM SLOPES THAT ARE STEEPER THAN 25 PERCENT OR MORE THAN 10 FEET IN VERTICAL HEIGHT. AN OVERFLOW FOR ALL INFILTRATION FACILITIES OR RAIN GARDENS SHOULD BE PROVIDED TO HANDLE UNUSUALLY HEAVY RUNOFF EVENTS. THE OVERFLOW SHOULD DIRECT WATER TO THE DRAINAGE DITCH ON THE PROPERTY. A BLANKET OF QUARRY SPALLS SHOULD BE ADDED TO PROTECT THE OUTLET OF THE 36-INCH CULVERT BELOW THE ROADWAY. THE SPALLS SHOULD BE PLACED ON FILTER FABRIC PRESSED AGAINST UNVEGETATED SOIL. THE BLANKET SHOULD BE AT LEAST 12 INCHES THICK AND EXTEND FOR A MINIMUM OF 12 FEET BEYOND THE OUTLET. THE ROCKS SHOULD BE AT LEAST 8 TO 12 INCH RIPRAP OR QUARRY SPALLS. 43 ) FOUNDATION CONDITIONS: AN ALLOWABLE BEARING OF 2000 PSF MAY BE USED FOR DESIGN OF SPREAD FOOTINGS. THIS MAY BE INCREASED BY 1/3 FOR TEMPORARY WIND AND SEISMIC LOADING CONDITIONS. LATERAL RESISTANCE FOR BURIED FOOTINGS MAY BE CALCULATED AS 250 PSF/FOOT OF DEPTH. ALL FOOTINGS SHOULD HAVE PERIMETER FOOTING DRAINS THAT DAYLIGHT TO A PROTECTED OUTLET. 44.) RETAINING ELEMENTS CONDITIONS: TEMPORARY EXCAVATIONS SHOULD BE CUT VERTICALLY NO MORE THAN 3 FEET AND THEN SLOPED BACK TO 1 H:1V ABOVE THE 3-FOOT VERTICAL CUT. WEHRE SEEPAGE IS ENCOUNTERED DURING EXCAVATION, THE SIDE SLOPE MIGHT NEED TO BE FLATTENED TO PREVENT SLOUGHING INTO TRENCHES OR OPEN EXCAVATIONS. RETAINING WALLS FOR BURIED STRUCTURES SHOULD BE DESIGNED TO RESIST LATERAL EARTH PRESSURES OF 35 PCF FOR WALLS\NITH LEVEL BACKFILL; 55 PCF FOR WALLS WITH INCLINED BACKFILL. BACKFILL BEHIND WALLS SHOULD BE NO STEEPER THAN 2H:1V. ALLOWABLE BEARING FOR RETAINING WALL FOOTINGS MAY BE CALCULATED AT 2000 PSF. A COEFFICIENT OF SKIN FRICTION OF 0.35 MAY BE USED FOR FOOTINGS OR CONCRETE SLABS AGAINST THE SOIL. ALL WALLS SHOULD HAVE A BACKWALL DRAINAGE SYSTEM THAT DIRECTS SEEPAGE WATER TO DAYLIGHT. IN THE VICINITY OF HH-1 OR OTHER AREAS WITH EVIDENCE OF SEEPAGE, THE BACKWALL DRAINAGE SHOULD BE SUPPLEMENTED WITH WATERPROOFING AND SHEET DRAINS AGAINST THE CONCRETE WALLS. 45.) SHEET FLOW WILL BE FULLY . ,PERSED OR DIRECTED TO EXISTING . •INAGE DITCH. VEGETATIVE BUFFERS WILL BE PLACED AT THE LOW SIDE OF PARKING AREAS. STORMWATER COLLECTED FROM THE ROOFS INTO DOWNSPOUTS TO A 4 INCH TIGHTLINE ON THE SOUTH SIDE OF THE BUILDINGS. THE TIGHTLINE WILL BE TIED INTO THE EXISTING DRAINAGE DITCH. THE EXISTING CULVERT AT THE ROAD WILL BE ADDITIONALLY PROTECTED BY A BLANKET OF QUARRY SPALLS ADDED TO THE OUTLET OF THE 36-INCH CULVERT BELOW THE ROADWAY. THE SPALLS WILL BE PLACED ON FILTER FABRIC PRESSED AGAINST UNVEGETATED SOIL. THE BLANKET SHOULD BE AT LEAST 12 INCHES THICK AND EXTEND A MINIMUM OF 12 FEET BEYOND THE OUTLET. THE EXISTING DRAINAGE DITCH WILL BE LINED WITH 2" -4" CLEAN CRUSHED ROCK(6"THICK). THE NEW PAVEMENT AND PATIO WILL BE DISPERSED BY SHEET FLOW INTO THE GROUND. ROOF AREAS WILL BE CAPTURED VIA DOWNSPOUTS WHICH PASS INTO A CATCH BASIN WITH 12 INCH SUMP. THIS WILL THEN DISCHARGE INTO THE EXISTING DITCH WHICH WILL BE LINED TO PREVENT SEDIMENTATION AND EROSION. DOWNSPOUTS WILL BE DRAINED INTO A 4-INCH TIGHTLINE RUNNING ALONG THE SOUTH SIDE OF THE GARAGE AND HOUSE. THIS WILL DRAIN INTO THE EXISTING DRAINAGE DITCH JUST NORTH OF THE EXISTING DRIVEWAY. THE EAST SIDE OF THE HOUSE RAINWATER FROM ROOF WILL DRAIN BY SCUPPER INTO A WATER FEATURE. THE OVERFLOW FROM THIS WATER FEATRUE WILL BE PIPED TO THE EXISTING DRAINAGE DITCH. 46.) A SEDIMENT TRAP WILL BE USED TO COLLECT AND STORE SEDIMENT FROM THE CONSTRUCTION SITE. THIS WILL BE LOCATED ON THE SOUTH SIDE OF NEW DEVELOPMENT, 6 FOOT IN DIAMETER AND 2 FEET DEEP FILLED W/CLEAN CRUSHED ROCK. OVERFLOW WILL RUN THROUGH STRAW BALES & SILT FENCE. A SILT FENCE WILL BE INSTALLED ON THE DOWN HILL SIDE OF THE CONSTRUCTION ZONE. ALL EXPOSED AND UNWORKED SOILS WILL BE PROTECTED BY MULCHING, PLASTIC COVERING OR NETS AND BLANKETS. DRAINAGE WILL BE DIVERTED FROM CUT SLOPES AND REDIRECTED TO EXISTING DRAINAGE DITCH ON SITE. SURFACE ROUGHENING WILL BE USED ON SLOPES GREATER THAN 3:1. A SPILL KIT WILL BE ON SITE TO CLEAN POTENTIAL OIL, FUEL, ETC, SPILLS. CONCRETE SPILLS TO BE KEPT TO A MINIMUM AND CLEANING OF THE TRUCKS WILL BE DONE IN AN AREA THAT WILL NOT DRAIN OFF THE SITE. • • 1s°N coy RECEIVED JEFFERSON COUNTY ti 4\ DEPARTMENT OF COMMUNITY DEVELOPMENT OCT 2 9 2007 .. 621 Sheridan Street 251] Port Townsend b•EX]Washington\svI ��OY 360 IN 360/379-4450 O 360/379-4451 Fax [f[[{RSU f COUNTY J { STORMWATER SITE PLAN SUBMITTAL TEMPLATE MLA# a1-- APPROVED PROJECT/APPLICANT NAME:David and Janet Quick STORMWATER PLAN Please answer all of the following questions to the best of your ability. Where the question calls for depicti>n on a site map,the applicant may choose to either incorporate the elements into the general plot plan for the Master Land Us Applicatim or"I elmila9 2007 separate stormwater site plan map. JEFFERS CO y Project Overview DEPT.OF ' I y CIF E DPM 1 SIGNATtjR : Describe the proposed developed conditions of the site. Indicate position and relative size of proposed improvemetu uI rr To construct a 2608 SF single family residence,a 1080 SF detached garage,and a 1300 SF accessory outbuilding on an existing c earing o approximately 1 acre on the 5.09 acre parcel.The site will utilize an existing shared black-top paved driveway for access.The project will add 4600 SF of new black-top for parking and garage access. Existing Conditions Summary 2. Describe the existing topography. Indicate contours on the site map. The proposed building site is located on an upland terrace or shoulder on the east facing slope of the north-south trending ridge.Small ravines and drainage courses descend from the upland area easterly toward the bay.The property slopes from the west to the east.Slopes on the western half of the property range between 10%and 20%..The eastern half of the property has steeper slopes of approximately 30%.No construction will occur within 50 feet of the steep slopes as designated by our Geotechnical engineer. The developer who platted the property removed all large trees and installed the paved access road,curtain drains,drainage swales and culverts. 3. Describe the existing vegetation. Indicate native vegetation areas on the site map. A 20 foot wide buffer with larger trees was left at the western border and the rest of the western half was cleared leaving large stumps.The western half of the property has some regrowth of very small alders and firs along with low growing native and non-native vegetation,mainly grasses,salal, scotch broom,thistle,and blackberries.The lower half includes similar vegetaton but is more densely covered and has some larger big-leaf maples. The proposed building site is predominantly grasses and forbs. 4. Describe the existing soils. Indicate soil type on the site map. According to our geotechnical report of February 2007,The site is underlain by Vashon Lodgment Till to a depth of 200 feet based on the well log.Soil neaps of the died irrtlit..ate drat the vit-inily is likely underlain by"sandy lUdIlf'and"loamy saua'from the Cassolary,Sint..lair,and lndianula aeries.Tire toys of foul excdvaterj hand!roles revealed silty sand with a hdue of day and gavel.The slumps Urn the relatively flat bend]appear to be(urn trees dt least 30 years old,indit.dliny that nu siynilR.dnl fill was planed to credle lire flat purtiun of the lot within tine last 30 to 40 years. (v. Describe any excess levels of noise generated by the proposed use or activity: only normal construction noise. 5 Decrrihe the evictin J cite hyrlrningy(i a drainage;hehavinr of water nn the site__ahnve,helovr and on the grnunri) Indicate evictinrj etnrmwater drainage to and from the site on the site map Depictseparate drainage basins on the site map if applicable and indicate acreage of each Natural drainage occurs from west to east The topography of the adjoining properties is similar so our property is unlikely to gain from or contribute to their drainage. The geotechnical report identified a slight erosion at the outfall of the 36 inch culvert near the drive below the proposed building footprint which did not appear to be a significant threat to slope stability o .e er .on.The sandy soils can handle moderate infiltration from s}orwtL4a tie- ern ei-F Stormwa 's stormwater site plan template.doc-rev. 5 Require • • 7.Describe significant geographic features and critical areas(i.e.,environmentally sensitive areas such as wetlands,streams, steep slopes,etc.)on the site. Indicate location on the site map. There are no wetlands on the site.The eastern half of the property has steeper slopes of approximately 30%.No construction will occur within 60 feet of the steep slopes as designated by our Geotechnical engineer. 8. Describe the general vicinity of the site,including adjacent land uses and structures,utilities,roads,and sensitive/critical areas (streams,wetlands,lakes,steep slopes,etc.). The property to the west is owned by Pope Forests and is a commercial forest.The adiacent 5 acre parcels to the north and south are zoned residential but currently have no buildings on them.The nearest residence is o-r the next lot to the south approximately 175 feet from the proposed building site.The eastern edge of the property is located one lot west of Oak Bay road approximately 1000 feet to the west of Oak Bay.The building site is approximately 1900 feet,well over a quarter mile from Oak Bay. Permanent Stormwater Control Plan This portion of the Stormwater Site Plan consists of the selection and installation of the appropriate stormwater control BMPs and facilities to remain in place after construction of the project is completed. "Medium"size projects are required to have the totals calculated of all impervious surfaces,pollution-generating impervious surfaces,and pollution-generating pervious surfaces to verify that the thresholds for treatment facilities and flow control facilities are not exceeded. g. Describe the developed site hydrology,as proposed. Indicate whether stormwater will be fully dispersed(i.e.,per BMP T5.30 in the Manual)or,if not,what types of stormwater flow control will be utilized for the site or specific threshold discharge areas within the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. Sheet flow will be fully dispersed or directed to existing drainage ditch. Vegetative buffers will be placed at the low side of parking areas. Stormwater collected from the roofs into downspouts to a 4"tightline on the south side of the buildings. The tightline will be tied into the existing drainage ditch. The existing culvert @ the road will be additionally protected—see Plan Element#8 10. If the project requires the use of stormwater treatment facilities,desciibe the types of stormwater treatment facilities proposed for use on the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. [This is normally for"large"projects or projects that involve the potential for dispersion of contaminants.] NA 11. Describe the performance goals and standards applicable to the project. In order to limit discharge from developed area,the new pavement&patio will be dispersed by sheet flow into the ground. Roof areas will be captured and routed to the existing stormwater ditch. The ditch will be lined to prevent erosion. 12. Describe the flow control system. C IV F D NA OCT 2 9 21E7 JEFFERSON COUNTYOCU stormwater site plan template.doc—rev.10/122003 6 • • • 13. Describe the water quality system. Roof water will go from downspouts which pass into a catch basin with a 12"sump. This will then discharge into the existing ditch which will be lined to prevent sedimentation and erosion. 14. Describe the conveyance system analysis and design. Propose to drain downspouts to 4"tightline running along the south side of the garage&house. This will drain into the existing drainage ditch just north of the existing driveway. The east side of the house rainwater from roof will drain by scupper into a water feature. The overflow from this water feature will be piped to the existing drainage ditch. 15. Describe the source of fill material.physical characteristics of fill material. and deposition of excess material. We plan to have equal amounts of cut and fill. If fill is needed it would come from Discovery Bay Materials—sand&gravel. Excess material will be dispersed on the site. 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the _ Uniform Building Code. New concrete slab on unexcavated subgrade with 4"of gravel(no more than 5%fines). Any fill to be compacted per code. _ l _ 17. Describe the proposed surfacing material. Top soil around the house&garage,pit run/compactable material&crushed rock for road. 18. Describe methods for restoration of the site. The site is already cleared. The owner will landscape and replant native vegetation. A paved driveway already exists up to cleared area. 19. An Operation and Maintenance Manual is required for each flow control and treatment facility. [This is normally required for "large"projects only and only those for which facilities are required to control flow or treat runoff] If included,list the Manuals here. NA 20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan. Soils Report by Galli Group dated Feb.23,2007 21. List other necessary permits and approvals as required by other regulatory agencies. If those permits or approvals include conditions that affect the drainage plan or contain more restrictive drainage-related requirements,describe those conditions or restrictions here. Septic permit—using glendon biofilters. No drainfield necessary. 1. fi- • s '•„ ae(� � stor nwater site plan template.doc—rev.10/122003 ;j { J 7 • • CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN(SWPPP) The Construction SWPPP addresses sediment and erosion control during construction. The BMPs indicated by the applicant in the template that follows must be installed on the ground during all construction phases of the project. The proponent is responsible for preventing sediment and erosion impacts to environmentally sensitive areas and off-site areas. Consult the Construction Stormwater Pollution Prevention(SWPP)Best Management Practices(BMPs)Packet for guidance,particularly with rural residential development. SECTION I—CONSTRUCTION SWPPP NARRATIVE 1. Construction Stormwater Pollution Plan Elements. Describe how each of the Construction SWPPP elements has been or will be addressed. Identify the type and location of BMPs used to satisfy the required element. If an element is not applicable to the proposal,justify in writing. Descriptions of the 12 Elements are found at section 2.5.2 of the Manual(beginning on page 2-15). 12 Required Elements—Construction SWPPP 1. Mark Clearing Limits. No clearing is required.Project is on existing clear cut.All stumps at slope edges will remain in place. 2. Establish Construction Access. Access already exists using paved access road.All construction vehicles will use this access road. 3. Control Flow Rates. A sediment trap will be used to collect and store sediment from the construction site. This will be located on the south side of new development,6'in diameter&2'deep filled w/clean crushed rock. Overflow will run through straw bales&silt fence. 4. Install Sediment Controls. A silt fence will be installed on the down hill side of the construction zone. 5.Stabilize Soils. All exposed&unworked soils will be protected by mulching,plastic covering or nets and blankets 6.Protect Slopes. Drainage will be diverted from cut slopes and redirected to existing drainage ditch on site. Surface roughening will be used on Slopes greater than 3:1 7. Protect Drain Inlets. There are not drain inlets on this site U C 1 2 9 2007 stormwater site plan template.doc—rev.10/122003 m 6 1 !: • I 12 Required Elements—Construction SWPPP(continued) 8. Stabilize Channels and Outlets. A blanket of quarry spalls will be added to project the outlet of the 36"culvert below the roadway. The spalls will beplaced on filter fabric pressed against unvegetated soil. The blanket should be al least 12"thick&extend a min.of 12'beyond the outlet. The existing drainage ditch will be lined with 2"-4"clean crushed rock(3"thick) 9.Control Pollutants. A spill kit will be on site to clean potential oil,fuel,etc.stills. Concrete rills to be kept to a minimum and cleaning of the trucks will be done in an area that will not drain off the site. 10.Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site). If necessary clean stormwater will be pumped up into vegetation and allowed to filter down through forested floor. 11.Maintain Best Management Practices(BMPs). Each sub-contractor will receive instructions on site management with their directions to the site.Owners or general contractor_ will be present at all times. 12.Manage the Project. Owners or general contractor will be present at all times during construction to ensure enforcement of all aspects of this plan. 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance(e.g.,streams,lakes,wetlands,residential areas,roads). The property to the north&south are undeveloped. There are no streams,lakes or wetlands that might be affected. The Property naturally drowns to the east down to the main road. The adjacent properties will not be disturbed. b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards). The water from the new development will be either dispersed or tied into the existing drainage ditch that flows down hill to the East end of the site and lets out into the existing roadside(Oak Bay RdIstorm drainage and eventually ino the bay. 3. Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent to the site. The lower 2/3 of the site are in a Slight Landslide Hazard area which is indicated on the site plan. The house is set back approximately 60'from the top of the bank. RECEIVED OCT 2 9 2007 storm atersiteplantemplate.doc—rev.10/122003 JEEFERSON COUNTY DCO9 • b. Description of special requirements for working in or near environmentally sensitive areas. We will not be working in these areas. 4. Erosion Problem Areas. Description of potential erosion problems on site in the context of the characteristics of the on-site soils(e.g.,erodibility,settleability,permeability,depth,texture,soil structure). The soils test attached revealed silty sand with a trace of clay&gravel,also described as loamy sand. The report concluded that the site did not present significant risk of slope movement,erosion,or seismic induced ground movement. The soils engineer recommended a 25'setback from the top of slope and a 50'setback for drainage facilities. The site plan indicates the top of bank interpreted by the engineer. The proposed house&garage are 60'from top of bank. 5. Construction Phasing. a.Construction sequence Site preparation,foundation,framing,roofing,interior finish,landscapincL b. Construction phasing(if proposed) NA 6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual). I. Provide a proposed construction schedule. Site prep/foundation(Dec,Jan.) framing/roofing(Feb/March) Interior finish,elec,plumbing(April/May/June)_ Landscaping(July) II. Wet Season Construction Activities. a. Proposed wet season construction activities. Site prep/foundation/framing/some elec.&plumbing b. Proposed wet season construction activities for environmentally sensitive areas. None 7. Financial/Ownership Responsibilities. a. Identify the property owner responsible for the initiation of bonds and/or other financial securities. David and Janet Quick b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation impacts. Personal responsibility 8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following,if applicable. a. Sediment Ponds/Traps. b. Diversions. (� �j c. Waterways. � . r� ]�1 d. Runoff/Stormwater Detention Calculations AJ. 2081 stormwater site plan template.doc—rev.10/12/2003 r f t�- `3 i��`� t 1 r�/ t�` t� • 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. (LANDOW R AUTHORIZED PRESENTATIVE SIGNATURE) (DATE) THIS SPACE MAY BE USED FOR ADDITIONAL NOTES,IF NEEDED: ]R 1- CEJ\TED OCT 2 9 2007 IEFR"P ipp L JLI. �t 110 stormwater site plan template.doc—rev.10/12/2003 12 • .�,aON e� f�eSiDE tic 1. k.,4) ©6 JEFFERSOWOUNTY • ti DEPARTMENT OF COMMUNITY DEVELOPMENT ` 621 Sheridan Street • Port Townsend • Washington 98368 360/379-4450 • 360/379-4451 Fax .gS, No�p� www.co.jefferson.wa.us/commdevelo 'nt2 6 2007 Master Permit Application iiiiSON COUNTY O MLA: °r-1-6-a Project Description(include separate sheets as necessary): rp lSNC±Zlao g sF i+owsc. anal. 10 80 55- tp a ne. Corr CI-61 �( a co AAA w t A coal Tax Parcel J Property / Number: Property•I9 2 • 0o.7 S•O7 AG/r S Size: (acres/square feet) Site Address and/or Directions to Property: • ZZI+ 844 SF 31$(o Oa_ 13eNt I2d . ?orb' nad(oc f. ,WA 1g 3 39 Property Owner(s)of Record: Dart 4 Jar, Quj ck_ Telephone: 31aO • 7& 1• 2.10 3S Fax: email: d4VP.4ui4•P"kougkf{K(arrts .C- ,� Mailing Address: ` 5.5 ?t'. rs"on 1P. SE ?er Ort l.cal ,In//c 4113107 J Applicant/Agent(if different from owner): Path ek var4er V o rt Ara itr,p 1.1 " 1-44 r&.van Afril,t•.(;°1 Telephone: 201, 7$4• Ito 1 i Fax: 20(0 . 7$9• • G- 01 email: (aura V e Var.do r✓oet?Cc w, Mailing Address: Zoo 0 •Fa;r v;e w A VC- E *1 a 3 Seat((c , wok IT I o'L• What kind of Permit? (Check each box that applies L11 uilding 0 Variance(Minor, Major or Reasonable Economic Use) ❑ Demolition Permit 0 Conditional Use[C(a), C(d),or Cl** Single Family ff.-Garage ttached Detached 0 Discretionary"D"or Unnamed Use Classification ❑ Manufactured Home 0 Modular 0 Special Use(Essential Public Facilities)** ❑ Commercial* 0 Boundary Line Adjustment ❑ Change of Use ❑ Short Plat** ❑ Address 0 Road Approach 0 Binding Site Plan** ❑ Home Business 0 Cottagelndustry 0 Long Plat** 2-Propane 0 Planned Rural Residential Development(PRRD)/Amendments** ❑Sign 0 Plat Vacation/Alteration** ❑Allowed"Yes"Use Consistency Analysis 0 Shoreline Master Program Exemption/Permit Revisions** ❑ Stormwater Management ❑ Shoreline Management Substantial Development** 0 Site Plan Approval Advance Determination (SPAAD)* 0 Shoreline Management Variance ❑Temporary Use 0 Comprehensive Plan/UDC/Land Use District Map Amendment 0 Wireless Telecommunication* 0 Jefferson County Shoreline Master Program Amendment ❑ Forest Practices Act/Release of Six-Year Moratorium 0 Tree Vegetaion Request *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: DESIGNATION OF AGENT I hereby designate K. r-A Van{ ,j6-\ to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE X �j nri..1 �.,,t•/Z, Date: /0-n2 or 7 By signing this application form,the' owner/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. Any material 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 inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the application that a or she wants prior notice. Signature: Y Date: /o • 2—, a 7 The action or actions Applicant wild. ertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."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-transferable y for adhering to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. Signature: Y Date: /Q • Z j• Q I G:\PermitCenter\###FORMS###\DRD FORMS\Master Permit Application 12-19-2006.doc • 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 assuming the responsibility of the General Contractor for the proposed project. Signature: Date: GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: To Ile fso,1 T3it.l'Iders Ihc, (3teo) 732 .108o (54,0 ) 132 • 4081 MAILING ADDRESS: 4:P0 BOX lm (' iArtGrit fi �!' 1 Pr 1�3 j� EMAIL: CONTRACTOR'S LICENSE `` WAINS NUMBER: TOLLE E/ /q^^11 17N 9 NUMBER ARCHITECT/ENGINEER: Pia v f.vp_t Alv 1 itectS PHONE (2.0(p) ?t41• .lIetFAX: ( 7,01 )'{g4 •51-o' MAILING ADDRESS: yoo FMr•il et-.)AV( E *Ica$eA-I1(e, '(g 102 EMAIL I A.Ay ovi(4 vand.ar-vo rt. c O✓►-, Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: W New e-"Wood Existing: 0 ❑ Sewer ❑ Addition 0 Steel Proposed: 2 Bank ❑ Community System ❑ Alteration/Remodel ❑ Concrete Total: Z Height: i91ndividual System ❑ Repair ❑, Masonry SEP Permit# ❑ Demolition ❑ Other: Bedrooms: Water Supply: Existing: 0 Setback: ❑ Private well IYTwo Party Type of Heat: Proposed: 2 ❑ Public . (hdif' , Total . Z 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: t.4inderground Tank i Above ground Tank Size of Propane Tank: 5 Q0 a//e).--) i Heat Stove I Cook Stove I Woodstove I Fireplace Insert i Hot Water Tank I Pellet Stove I Other Is this appliance being installed in a Manufactured/Mobile Home? 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 .F..ior Office Use.Oi1i6.-,- Aldunt ;r_Revr tonV ,,,. Main Floor Heated EH BId App Review: t�; 24oq SF .47-k i (0� 2nd Floor Heated 0 Consistency Review: 53„3 Other Heated O Base fee: Mezzanine 0 Additional Section: Heated Basement Plan Check fee: C 1 Unheated Basement O State Surcharge fee: Other Unheated Pot Water Review fee: ; Garage/Carport �1�5:{ SUBTOTAL • io80 SF PC) rItC Decks oc s 911/Rd Approach fee: �82_•SF 1_SO t3-y``) OtherrZ �vzt t4.:l t3.1 "7'} TOTAL: $trCi 83,' I{c f�i Receipt Number: q r53 7 Cash/Check Number: E TIMATEB•COST..(REQUIRED) Date: _-•Fair market value of all IaG nd materials foundation to finish I I} ,w� �0.70i �o Initials: 2 L G:\PermitCenter\###FORMS###\DRD FORMS\Master Permit Application 12-19-2006.doc 22'-11" e 5 1/2 10,6 1/2" 3 1/2" 1f'-0" 5 I/2,, ,- -. 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