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HomeMy WebLinkAboutBLD2008-00065 r I CERTIFICATE OF OCCUPANCY Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 (800) 831-2678 PERMIT #: BLD08-00065 SITE ADDRESS: 2007 OAK BAY RD Issue Date: 07/31/2008 PORT HADLOCK, 98339 Final Date: 2/22/2010 APPLICANT: AIMEE & KEN MCMILLEN PHONE: aimeemcmillen(a�l 1734 OAK BAY ROAD PORT HADLOCK WA 98339 SUBDIVISION: Block: Lot: PARCEL NUMBER: 921182006 Section: 18 Township: 29 N Range: 01 E PROJECT DESCRIPTION: NEW SFR W/A/G 250 GAL PROPANE TANK REVISION 1/28/09 - CHANGE UNHTD TO HTD BASEMENT & ADD 600 SF UNHTD ATTIC STORAGE THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2006 EDITION. OCCUPANCY GROUP: R-3 TYPE OF CONSTRUCTION: 5N SPRINKLER SYSTEM yes no THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 2/22/2010 I:\F_BLD_Occu pancy.rpt 10/29/19 Jefferson County Building DOion Permit Num. BLD08-00065 Applicant: KEN MCMILLEN BUILDING PERMIT INSPECTION APPROVALS \pplicable Code: 2006 International Builc:ng r- des 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 n Erosion Control SEE CONDITION 1: ENG. STORMWATER —_...� Foundation Footing VIP � RoRoti,‘ dJt,dt. Footing Drains t Foundation Stem Wall 9/z4tt, Underground Plumbing l0[8108 j�Q CAN NeT L/EQIFY _54.GPE (15ufzel aaj Under Floor Framing Straps(hold downs) ire 5:7-4A PS_ pg ZA-51b f Ext. Shear Wall Nailing Z h,S b Rough-in Plumbing Z,7,5 ,o7Framin _ Blocking a-c16A_fa-- Airseal Insulation:Walls r-(( —�� fem to a oa Insulation: Floors _ 1 �h e EDGE 4� 40 n Pima_ $e4eD VeRDCic-(/NSC Insulation: Ceiling >> F Int. Shear Wall Nailing Wallboard Nailing !!J� ''�/-b,Y cc Lam, eJ Gas Line: Interior Gas Line: Exterior Propane Tank Heat/Chimney Clearance Drywell/Alt Drainage SEE CONDITION 1: ENG. STORMWATER Address Posted FINAL INSPECTION tibia) 9t FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR 4PUILDING PERMIT APPLICAAN ML vT Reviewiew Ty 064 ype: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD08-00065 Received Date: 2/15/2008 SITE ADDRESS: OAK BAY RD PORT HADLOCK, 98339 OWNER: KENNETH A MC MILLEN TRTEE PHONE: 360-385-0959 JEANNE M MC MILLEN TRTEE 1734 OAK BAY RD PORT HADLOCK WA 983399726 SUBDIVISION: Block: Lot: TX6+ PARCEL NUMBER: 921073020 Section: 7 Township: 29 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTION NEW SFR W/A/G 250 GAL PROPANE TANK <'k-v UiC:n t- , Cct TYPE OF WORK RES SQUARE FOOTAGE: L+Ct TYPE OF IMP NEW MAIN: 1,263 VALUATION 23;359.0� .;�`� CODE EDITION: 2006 ADD'L: 1,131 HEAT TYPE: .BRef OCCUPANCY: R-3 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: 1,200 #OF STORIES: CONST TYPE: 5N OTHER: SHORELINE: CONST TYPE: GARAGE: SETBACK: DECK: 1,120 BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: PUD BEDROOMS: BATHROOMS: Exist: Exist: Prop: 3-z Prop: 3 Total: 3-2_ Total: 3 Routing Date: r I / Type Amount Paid Bv: Date: Receipt: Approved/Date Permit $1,968.15 CJZ 02/15/08 95799 APPROVED Plan Check $1,279.30 CJZ 02/15/08 95799 State Building Code $4.50 CJZ 02/15/08 95799 JUL 31 2008 Potable Water Application $59.00 CJZ 02/15/08 95799 Total: $3,310.95 Jefferson County Planning & Building Department ! • CONDITIONS for Building Permit# :BLD08-00065 1.) PRIOR TO FINAL BUILDING OCCUPANCY, PROPONENT SHALL SUBMIT A WRITTEN LETTER FROM KATE WADDELL, NTI STATING THAT THE STORMWATER FACILITY HAS BEEN CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE "DRAINAGE &EROSION CONTROL REPORT" DATED July 28, 2008 AS SIGNED BY KATE WADDELL OF NTI. 2.) PRIOR TO FINAL BUILDING OCCUPANCY, PROPONENT SHALL SUBMIT A WRITTEN LETTER FROM THE GEOLOGIST WHO PREPARED THE GEOTECHNICAL REPORT DATED JULY 3, 2007 BY NTI 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. 3.) 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. 4.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator). 5.) An Engineered Stormwater Site Plan prepared by NTI dated July 28, 2008 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. 6.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 7.) 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. 8.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 9.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 10.) Minimum setback from Oak Bay Road right-of-way shall be 20 feet. Minimum north and south property setbacks shall be 5 feet. Minimum shoreline setback as identified on the submitted and approved site plan is 297 feet from the shoreline. 11.) 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. 12.) Lighting fixtures shall be designed hooded to prevent the light source frorrng 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. 13.) The building height is not to exceed 35 feet. 14.) A Geotechnical Report dated July 3, 2007 and an Addendum dated July 7, 2008 prepared by NTI was submitted in conjunction with this application. The report addressed the stability of the geologic hazard area. V .a • 0 --'`, JLS GROUP, INC. NORTHWESTERN TERRITORIES, INC. .,,• 7 717 SOUTH PEABODY STREET,PORT ANGELES,WA 9II362 � Engineers III Surveyors■Geologists r,•..-..l Construction Inspection I Materials Testing Ni"! (360)452-8491 1-800-654-5545 FAX 452-8498 E-Mail:intoc&nti4u.com February 8, 2010 Department of Community Development Attn: Michelle Farfan 621 Sheridan Street Port Townsend WA 98368 Subject: MLA08-00064 Final Inspection & Onsite Redesign Dear Ms. Farfan: At the request of the owners, the stormwater system was redesigned during construction. Due to the site grades and site hazards noted in the Geotechnical Report, the constructed house and driveway are a "postage stamp" area approximately in the middle of the site. Allowing the majority of the site to remain well vegetated, and the total pollution generating impervious surface is still less than 5,000 sf. The site has no pollution generating pervious surface. All stormwater runoff caused from the improvements have been diverted down slope of site hazards and redesigned to minimize the impact to down slope properties. No onsite detention is required since the discharge point is a large saltwater body via infiltration at the vegetated high water line. See attached plan with hand-written design changes. The vegetated high water line of Oak Bay is on the down slope neighbor's property. Though the down slope neighbor's have given written permission, see attached, and are family members, I highly recommend a drainage easement be recorded with Jefferson County since the property may change hands in the future. Note: It is now the property owners' responsibility to inspect, maintain and repair the entire drainage system regularly. This is especially true following a storm event. Sincerely, o %w:t3;r NORTHWESTERN TERRITORIES, INC. Y� t,,�.. ''` 4i' P:4 ,� J f 4 is Q _ Kate Waddell, P.E. )T) \( \t l Design Engineers FRr:�, . .TJOl,ji i,l C . ' rt ;° �r F E B 1 6 2010 Attachments LE F ciES _.-_..0a/2 i _� _ ..1 0 • LLN to-ninon, Naw .;P 33111V;dal ....• ......._.......s,.........., 'At 107 70.1N301S32/ 'DNI S31801121E1_142131.S3MH1ION --V NV7d -7ad1NO9 NOISOel3 .2P 30VNIVela ''''"". ....... ....ed .1.111 ANDY.sr-nvx woe nv xas4..rows....0 bnacaoci m ISM WM. WS ---;---.• — ,j e . . k • I ' ; ,', i1 ; :e- ' ,-, j.-- ' 1 ‘ . .. '', .‘ -31 - '.' ----'-. . 9. ,u N.- I' - ;... >1 ..k...., „.21 ..... i I ! ri •, ';'1‘.1', 0 i' I 7... ),! '4 t i Z „i • \ ,. \ -c...4,-.. I- ,>, i'L 0 4...i 0.„l P ^.9 _ , , 3 OIS - -2 '4i‘ \ ...3 r.. 3 -; i ',--( ii + i .. it'. .. .,..4, ..... \ a,/, ..„.7.:o a; •.4 . ....., , ,,, ,..,-, ','. 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'c^, 1 N., ..,,..-->,,,,,,...„ . g a --1—,,..1,, ---. „ .-- 1,-...11, ' f/""li \ lig '' li• \ t _,••.-:,'-'EV•ii.r1r;Ilit-••••• -Al.•1 'i :: i..• .."-.440. 1-1'-zli..-. • 2 li .N7111 ill 11; . •• / _;• r i ., \ \-,- -\v .,;..,,' \ :. u •---. -: ox; - ' 1 6, 2010 , : ?AK BAY ROAD ______...—7:-— ----— f1 . sI a . .,, I a 'a 1 ,..I a,. , ‘t- 1, 0 I DRAINAGE & EROSION CONTROL REPORT FOR THE PROPERTY LOCATED AT 2007 OAK BAY ROAD, PORT HADLOCK JEFFERSON COUNTY, WASHINGTON PARCEL B OF THE WOOD SURVEY LOCATED IN SECTION 7 & 18, TOWNSHIP 29 NORTH, RANGE 1 EAST, W.M. Prepared for Ken & Aimee McMillen \ _. M. vlgto AP F,OF ASH/4/0 < r , t c) �ll; z t. ,Q 43230 O �� 1 • J'es FC I S1 EF�F G\ c. S/ONA LN Prepared by PERMIT # SLp Kate Waddell, P.E. 0 8 " 0 0 6 5 NTI Engineering & Land SurveyingJEFFERSON COUNTY 9CD 717 South Peabody Port Angeles, WA 98362 360-452-8491 www.nti4u.com APPROVED RECEli-4t.,, ,f STORMWATER PLAN .11_!r_ ? �, July 28 2008 200 J U L 3 0 2008 afil,,,koloCOUN4 BL'p JEFFERSO UNT DEPT.OFCO- , E FVEI e' SIGNATURE. • • INTRODUCTION NTI Engineering and Land Surveying was hired by Ken & Aimee McMillen to develop a drainage and erosion control plan and report for their proposed residential home site at 2007 Oak Bay Road, Port Hadlock, Jefferson County in Section 7 & 18, Township 29 North, Range 1 East. As part of this analysis, a stormwater collection and on-site infiltration system has been designed and a temporary and permanent erosion and sediment control plan has been prepared for the construction of a private single-family residence and driveway. II. DESCRIPTION OF SITE The home site is a 2.19 acre parcel off Oak Bay Road. The lot is bordered on the north and south by residential lots. The site will be accessed via Oak Bay Road from the west. The lot is undeveloped and heavily covered with native vegetation. The upper portion of the site slopes to the east at approximately 10%. Parcel A separates this lot from Oak Bay, a marine water body. III. METHODOLOGY Jefferson County requires the use of the Department of Ecology (DOE) February 2005 Stormwater Management Manual for Western Washington. Based on the manual, new development with a proposed impervious area greater than 2,000 square feet but less than 5,000 square feet and a conversion of native vegetation to lawn of less than 3/4 of an acre determines minimum requirements 1 through 5 shall be applied to this property. These minimum requirements are and will be met as follows: Minimum Requirement #1 Preparation of Stormwater Site Plan • A complete site plan has been included in the appendix of this report. Minimum Requirement #2 Construction Stormwater Pollution Prevention (SWPP) • The SWPPP includes twelve elements. Each element will be addressed separately as follows: Element#1 Mark Clearing Limits o The majority of the site will remain undisturbed. Prior to beginning land disturbing activities the construction area shall be clearly marked in the field. o The native topsoil layer shall be stripped within the house footprint and stockpiled on site. The topsoil shall be re-spread after development. While stockpiled, topsoil shall be covered to prevent erosion. Element #2 Establish Construction Access o The construction access to the site will be the same as the final driveway access. o The driveway shall be stabilized with a pad of crushed rock prior to beginning construction activities. 1 +, • • Element#3 Control Flow Rates o A minimum of a 50' vegetative buffer will be maintained down slope of all construction activities. The roof runoff will be dispersed over the site per Volume III, Section 3-15. The driveway runoff will be infiltrated. No streams will be impacted from the runoff. Element#4 Install Sediment Controls o To minimize erosion during construction, wattle will be installed, see plan for location and details. o The natural vegetation buffer will remain down slope of all development. Element #5 Stabilize Soils o To minimize the soil erosion forces of raindrop impact, flowing water and wind erosion during construction, the contractor will follow the exposed and unworked soil schedule set by DOE for all soils on site. From October 1 through April 30, no soils shall remain exposed and unworked for more than 2 days, and from May 1 to September 30, no soils shall remain exposed and unworked for more than 7 days. o All exposed soils caused by construction activities shall be stabilized and hydroseeded or sodded upon completion of the project. Element#6 Protect Slopes o Minimal work is planned for the slope. Native vegetation should be protected and added as necessary to maintain a covered slope. o Provide drainage as necessary to remove groundwater from the top of the slope. Element#7 Protect Drain Inlets o Oak Bay Road shall be kept clean of all sediment and debris at all times. o No inlets are planned for this site. Element#8 Stabilize Channels and Outlets o No channels or outlets exist on site. Stormwater during construction will sheet flow across the site through the temporary BMPs. Element#9 Control Pollutants o All chemicals, liquid products, petroleum products and non-inert wastes present on site shall be covered, contained and protected from vandalism and handled in a manner to minimize contamination of stormwater. o To minimize pollutants generated by heavy equipment and vehicles, all maintenance and repairs shall be conducted using spill prevention measures such as drip pans. T Element#10 Control De-watering vo 710 minimize the potential of needing to de-water, construction during the �1l Y season is recommended. If de-watering is necessary it shall be done JL/( 2 in compliance with the 2005 DOE manual. r 4t/d llL fiQ4U 11 /'U • • Element#11 Maintain BMPs (best management practices) o It is the contractor's responsibility to maintain the temporary erosion and sediment control measures and to install the permanent erosion and sediment control measures set forth in this report and plan. o After construction is complete, maintenance of permanent erosion and sediment control measures are the owner's responsibility. o All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization is achieved or as needed if longer. Element #12 Manage The Project o Management of this project can best be conducted in accordance with DOE if the guidelines set forth in this report and plan are followed to ensure that the Ion g term goals of environmental protection and site stability are achieved. Minimum Requirement#3 Source Control of Pollution • As stated in Element #9, to minimize pollutants generated by heavy equipment and vehicles, all maintenance and repairs shall be conducted using spill prevention measures such as drip pans. • Source control of pollutants during construction can be maintained on this job by implementing the temporary erosion and sediment control measures set forth. • Long-term source control of pollution is the responsibility of the property owner and includes all categories of household and yard chemicals and pollutants. Minimum Requirement #4 Preservation of Natural Drainage Systems and Outfalls • The natural drainage route on the site is sheet flow and infiltration to the east and south. • The vegetation portion of the site will continue to sheet flow as it did prior to development. Minimum Requirement #5 On-site Stormwater Management • The roof downspouts will be directed over splash blocks and sheet flow over a minimum of 50' of vegetative surface. • The driveway will flow into infiltration galleries that will cross the driveway at designated locations. • Routine observation and maintenance by the owner is highly recommended and necessary to maintain a functioning drainage system on site. A functioning drainage system should disperse and infiltrate the runoff without causing erosion of the site. IV. CONCLUSIONS Prior to breaking ground the temporary erosion control measures set forth in this report and plan shall be installed on site to minimize erosion and control sediment discharge during construction activities. These measures include a crushed rock access driveway 3 • . and wattle. During construction temporary erosion control measures should be inspected regularly and repaired as necessary. Once the site is developed and stabilized, these BMPs can be removed. Due to the size of the site, the minimal slope of the site and the amount of vegetative cover, the single-family residence roof runoff will be dispersed on site and the driveway runoff will be infiltrated on site. The upper portion of the site's slope is approximately 10%. To minimize the grade of the driveway, the driveway will meander down the slope. Due to the length and meandering nature of the driveway a point infiltration of the driveway runoff is not conducive to the site. Instead of a typical point collection system the runoff will drain into infiltration galleries that will intercept the runoff, see plan for location and details. V. LIMITATIONS This report has been prepared for the exclusive use of Ken and Aimee McMillen for their proposed construction of a private home. The recommendations in the report apply only to the property that was examined and they are not applicable to other locations. The investigation and recommendations contained in this report are based upon site conditions as they existed at the time of our site inspections. During construction, if subsurface or other conditions are discovered that are significantly different from those described in the report, NTI should be advised at once so that we can review the conditions and reconsider our recommendations, where necessary. Unanticipated soil conditions are commonly encountered on construction sites, especially when the topography has been altered years ago. Such unexpected conditions frequently require that additional expenditures be made to attain a properly constructed project. We recommend that a contingency be established in the project budget and schedule to cover unexpected conditions Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted professional engineering principles and practice. This warranty is in lieu of all others, either expressed or implied. NTI ENGINEERING & SURVEYING Kate Waddell, P.E. Design Engineer G:\Gen\Kate\Drainage DOE 2005\McMillen\drainage report.doc8 fAD JUL 2 8 ?008 Jfff[RSON C, 4 RRNlyt?,,R • APPENDIX r 1 WESTERN WASHINGTOISDROLOGY MODEL V2III PROJECT REPORT iii Project Name: ,���(I(e41 Site Address: City . Report Date : 7/23/2008 Gage Port Angelis Data Start 1948 Data End 1993 (adjusted) Precip Scale: 0.80 PREDEVELOPED LAND USE Basin Basin 1 Flows To Point of Compliance GroundWater: No Land Use Acres TILL FOREST: 2 .19 DEVELOPED LAND USE Basin Basin 1 Flows To Pond 1 GroundWater: No Land Use Acres TILL PASTURE: 1.811 TILL GRASS: 0.23 IMPERVIOUS: 0. 149 Flow Credits: Soil Type Infiltrate Disperse Porous Pavement Outwash 0 100 0 Till 0 0 Saturated : 0 0 RCHRES (POND) INFORMATION Pond Name: Pond 1 Pond Type: Trapezoidal Pond Pond Flows to : Point of Compliance Pond Rain / Evap is not activated. Dimensions Depth: 1.5ft. Bottom Length: 40ft. Bottom Width : 2ft. Side slope 1: 0 To 1 Side slope 2: 0 To 1 ' Side slope 3: 0 To 1 �� -illy iq Side slope 4: 0 To 1 -e11J/ Volume at Riser Head: 0.000 acre-ft. JUL 2 Discharge Structure 8 2QQ� Riser Height: 2 ft. /fr O Riser Diameter: 48 in. �/f rsgiv,,tigyir Pond Hydraulic Table la Stage(ft) Area(acr) Volume(acr-ft) Dschrg(cfs) Infilt(cfs) 0.000 0.002 0.000 0.000 0. 000 0. 100 0.002 0.00041/ 0.000 0.002III 0.200 0 .002 0.000 0.000 0.002 0.300 0.002 0.001 0.000 0.002 0.400 0.002 0.001 0.000 0.002 0.500 0.002 0.001 0.000 0.002 0 .600 0.002 0 .001 0.000 0.002 0.700 0.002 0.001 0.000 0.002 0.800 0.002 0.001 0.000 0.002 0. 900 0.002 0.002 0.000 0.002 1. 000 0.002 0.002 0.000 0.002 1.100 0.002 0.002 0.000 0.002 1.200 0.002 0.002 0.000 0.002 1.300 0.002 0.002 0.000 0.002 1.400 0.002 0. 003 0.000 0.002 1.500 0.002 0. 003 0.000 0.002 ANALYSIS RESULTS Flow Frequency Return Periods for Predeveloped Return Period Flow(cfs) 2 year 0.007111 5 year 0.024787 10 year 0 .045623 25 year 0.084738 50 year 0. 124288 100 year 0.17346 Flow Frequency Return Periods for Developed Mitigated Return Period Flow(cfs) 2 year 0.007111 5 year 0.024787 10 year 0 .045623 25 year 0 .084738 50 year 0. 124288 100 year 0.17346 Yearly Peaks for Predeveloped and Developed-Mitigated Year Predeveloped Developed 1949 0. 002 0. 002 1950 0.016 0.016 1951 0.012 0.012 1952 0.001 0.001 1953 0 .003 0.003 1954 0.038 0 .038 1955 0.034 0.034 1956 0.006 0.006 1957 0.018 0.018 1958 0.001 0 .001 1959 0.021 0 .021 1960 0. 032 0.032 1961 0.029 0.029 1962 0.001 0.001 , 1963 0.005 0 .005 1964 0.007 0. 007 1965 0.003 0. 003 1966 0 .002 0.002 1967 0 .036 0.036 1968 0.006 0.006 1969 0 .001 0.001 1970 0.001 0 .001 1971 0 .049 0.049 1972 0.057 0.057 1973 0.003 0 .003 1974 0.002 0.002 1975 0.005 0.005 1976 0.005 0.005 1g77 n_nnn n_nnn 1976 0.000 410.000 1979 0.000 0.000 1980 0.017 0.017 1981 0.012 0.012 1982 0.033 0.033 1983 0.022 0.022 1984 0.001 0.001 1985 0.031 0.031 1986 0.068 0.068 1987 0.025 0.025 1988 0.006 0.006 1989 0.006 0.006 1990 0.014 0.014 1991 0.029 0.029 1992 0.033 0.033 1993 0.001 0.001 Ranked Yearly Peaks for Predeveloped and Developed-Mitigated Rank Predeveloped Developed 1 0.0566 0.0566 2 0.0487 0.0487 3 0.0384 0.0384 4 0.0362 0.0362 5 0.0338 0.0338 6 0.0331 0.0331 7 0.0328 0.0328 8 0.0322 0. 0322 9 0.0314 0. 0314 10 0.0295 0.0295 11 0.0293 0.0293 12 0.0249 0.0249 13 0.0223 0.0223 14 0.0214 0.0214 15 0.0185 0.0185 16 0.0174 0. 0174 17 0.0161 0.0161 18 0.0137 0.0137 19 0.0121 0.0121 20 0.0115 0.0115 21 0.0071 0.0071 22 0.0064 0.0064 23 0.0062 0.0062 24 0.0059 0.0059 25 0.0058 0.0058 26 0.0053 0.0053 27 0.0053 0.0053 28 0.0051 0.0051 29 0.0031 0.0031 30 0.0029 0.0029 31 0.0026 0.0026 32 0.0024 0.0024 33 0.0022 0. 0022 34 0.0016 0.0016 35 0.0013 0.0013 36 0.0012 0.0012 37 0.0012 0.0012 38 0.0010 0.0010 39 0.0010 0.0010 40 0.0007 0.0007 41 0.0005 0. 0005 42 0.0004 0.0004 43 0.0004 0.0004 44 0.0003 0.0003 1/2 2 year to 50 year Flow(CFS) Predev Final Percentage Pass/Fail 0 .0036 0 0 .0 Pass 0.0048 0 0 .0 Pass 0. 0060 0 0 .0 Pass 0 . 0072 0 0 .0410 PassIII 0 . 0084 0 0 .0 Pass 0.0097 0 0 .0 Pass 0.0109 0 0 .0 Pass 0.0121 0 0 .0 Pass 0.0133 0 0 .0 Pass 0 .0145 0 0 .0 Pass 0.0158 0 0 .0 Pass 0. 0170 0 0 . 0 Pass 0 . 0182 0 0 .0 Pass 0.0194 0 0 .0 Pass 0.0206 0 0 .0 Pass 0.0218 0 0 .0 Pass 0 .0231 0 0 .0 Pass 0.0243 0 0 .0 Pass 0.0255 0 0 .0 Pass 0.0267 0 0 .0 Pass 0 .0279 0 0 .0 Pass 0.0292 0 0 .0 Pass 0.0304 0 0 .0 Pass 0.0316 0 0 .0 Pass 0.0328 0 0 . 0 Pass 0 .0340 0 0 . 0 Pass 0.0353 0 0 .0 Pass 0.0365 0 0 .0 Pass 0 .0377 0 0 .0 Pass 0.0389 0 0 .0 Pass 0 .0401 0 0 .0 Pass 0. 0414 0 0 .0 Pass 0 . 0426 0 0 .0 Pass 0. 0438 0 0 .0 Pass 0.0450 0 0 .0 Pass 0.0462 0 0 .0 Pass 0.0475 0 0 .0 Pass 0.0487 0 0 .0 Pass 0 .0499 0 0 . 0 Pass 0 .0511 0 0 .0 Pass 0. 0523 0 0 .0 Pass 0.0536 0 0 .0 Pass 0.0548 0 0 .0 Pass 0 .0560 0 0 . 0 Pass 0 .0572 0 0 . 0 Pass 0.0584 0 0 . 0 Pass 0.0597 0 0 . 0 Pass 0. 0609 0 0 .0 Pass 0.0621 0 0 .0 Pass 0.0633 0 0 .0 Pass 0.0645 0 0 .0 Pass 0 .0658 0 0 . 0 Pass 0 .0670 0 0 .0 Pass 0.0682 0 0 .0 Pass 0.0694 0 0 .0 Pass 0.0706 0 0 .0 Pass 0.0718 0 0 .0 Pass 0.0731 0 0 . 0 Pass 0 .0743 0 0 . 0 Pass 0.0755 0 0 .0 Pass 0.0767 0 0 .0 Pass 0.0779 0 0 .0 Pass 0.0792 0 0 .0 Pass 0.0804 0 0 .0 Pass 0.0816 0 0 .0 Pass . .Eci 0.0828 0 0 .0 Pass �It�� 0.0840 0 0 .0 Pass 1 �D 0.0853 0 0 .0 Pass 0.0865 0 0 .0 Pass �J(�( 2 6 ,204.4 0 .0877 0 0 .0 Pass 0 .0889 0 0 .0 Pass dEf [r:11 0 .0901 0 0 .0 Pass [//0G1V 0 .0914 0 0 .0 Pass du(/4l#�� 0.0926 0 0 .0 Pass n naR n n n Pc 0.0950 0 0 .0410 Pass 0.0962 0 0 .0 Pass 0.0975 0 0 .0 Pass 0.0987 0 0 .0 Pass 0.0999 0 0 .0 Pass 0.1011 0 0 .0 Pass 0.1023 0 0 .0 Pass 0.1036 0 0 .0 Pass 0. 1048 0 0 .0 Pass 0. 1060 0 0 .0 Pass 0 . 1072 0 0 .0 Pass 0. 1084 0 0 .0 Pass 0.1097 0 0 .0 Pass 0.1109 0 0 .0 Pass 0.1121 0 0 .0 Pass 0.1133 0 0 .0 Pass 0.1145 0 0 .0 Pass 0. 1158 0 0 .0 Pass 0 . 1170 0 0 .0 Pass 0 . 1182 0 0 .0 Pass 0. 1194 0 0 .0 Pass 0.1206 0 0 .0 Pass 0.1218 0 0 .0 Pass 0.1231 0 0 .0 Pass 0.1243 0 0 .0 Pass Water Quality BMP Flow and Volume. On-line facility volume: 0 acre-feet On-line facility target flow: 0 cfs. Adjusted for 15 min: 0 cfs. Off-line facility target flow: 0 cfs. Adjusted for 15 min: 0 cfs. program and accompanying documentation as provided 'as-is' without warranty of any kind. The entire risk regarding the performance and results of this program is assumed by the user. AQUA TERRA Consultants and the Washington State Department of Ecology disclaims all warranties, either expressed or implied, including but not limited to implied warranties of program and accompanying documentation. In no event shall AQUA TERRA Consultants and/or the Washington State Department of Ecology be liable for any damages whatsoever (including without limitation to damages for loss of business profits, loss of business information, business interruption, and the like) arising out of the user of, or inability to use this program even if AQUA TERRA Consultants or the Washington State Department of Ecology has been advised of the possibility of such damages. WAR FLt V ) • 100 .1735 10.0 1i. 3 10S0 .1243 ' I l ` ', 0 „ ` .' il,i 3; I `iii rn 25 .0847os i !E` I i ,! i i o Predeveloped I , , I ;I l i` ' , 111E-1 x Developed Mitigated 0 10 .0456 ____ _ [ ( � yrovimp S A248 111E-2 2 .0071 _� _._(\k, ». 1 10 20 30 •.',,, ",0 70 80 90 99 Cumulativ_;;...c robabili Yearly Peaks for Predeveloped Flow Frequency Chart YEAR FLOW(t1$) — i;i o Predeveloped I i E i uuith Fa ilitr! i i� 1 l i, „ 009 l' 3 ) i i ,; l;; w il _ , ! =i 1-1 0.0E ,., .........._,_..,_._._„_ l l ,. co p , i 7, , . i i 1i it !'' <" _.. _.. _. .. ..�'! i1, 0.03 I! ii 3 +r( i1 i i � ll El f I l 'll , ii. i1 Ini i' d, U ii i it II il ' l ,' i i ; _ coo ` `. ( ' =: l; 10E-5 310E-4 10E-3 10E-2 10E-1 1 10 150 .0000 --cN ',:c0. _ Percent Exceedin• Yearly Peaks for developed W/O Pond Duration Graph YEAR FLOW fth) 100 .1735 - 50 1243 ! 0847 n I. 2 .0071 Yearly Peaks for Developed W/Pond 1?P.:(9---., JFffEUSOI I 011iiiy DCD r4� 6. JEFFERSONOUNTY 0 ra `�� DEPARTMEN' F COMMUNITY DEVELOPMENT `' '4 621 Sheridan Street • Port Townsend •Washington 98368 360/379-4450 • 360/379-4451 Fax qs, p� www.co.jefferson.wa.us/commdevelopment NCIC Master Permit Application MLA: Gs - (.0.A.. Project Description (include separate sheets as necessary): Si 041 -VOLI,Y,i IN/ house_. Tax Parcel Property Number: 612`0-1 020 Size: ,�, la (acres/square feet) Site Address and/or Directions to Property: \��� �A / 0 eCl_ R 0 3 D I Pc�T k( c (6�/ , Property ner(s)of Record: KQ� �� Ph me.e_ McxYli I(PY) Telephone: 3Lo b •3S S • Dq 541 Fax:3(Q0.3S5 . 41 AC1 email: Piyripe.mGmi lle nD hat/YAW Mailing Address: 11-5A Dag, Cc}�/ RDaD. -f. Na a lcc K \k)Pt egg,g4 ] Applicant/Agent(if different from owner): Salry)p • Telephone: Fax: email: Mailing Address: What kind of Permit?(Check each box that applies 21Building 0 Variance(Minor, Major or Reasonable Economic Use) ❑ Demolition Permit 0 Conditional Use[C(a),C(d),or C]** g Single Family 0 Garage Attached/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 ❑ Road Approach 0 Binding Site Plan** 0 Home Business 0 Cottagelndustry 0 Long Plat** X.Propane 0 Planned Rural Residential Development(PRRD)/Amendments** ❑ Sign ❑ Plat Vacation/Alteration** 0 Allowed"Yes"Use Consistency Analysis 0 Shoreline Master Program Exemption/Permit Revisions** XStormwater Management ❑ Shoreline Management Substantial Development** ❑Site Plan Approval Advance Determination (SPAAD)* 0 Shoreline Management Variance ❑Temporary Use 0 Comprehensive Plan/UDC/Land Use District Map Amendment ❑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: c(--t. c ,iz .4,,,, DESIGNATION OF AGENT I hereby designate ,y.,......,,.,r . .;_4,,r,,4,.{ , to act as my agent in matters relating to this application for permit(s). ;4/ 4-re_ i..• ,Ljc;:/,//!,-L OWNER SIGNATURE _�f-s/,'i/ :' �6 s-. 7;!yJ..:, �(<l�l _ 7s< :fir, Date: =/,/3 ti •c d`� 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 hp or she wants prior notice. i Signature: ; ;; .. / / <.. -' � ,.: /� �.%, :''t _ ._ Date: -- The action or actions Applicant will undertake-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-transfAie,responsibility forAaRherinyo and o plying with the ESA. The Applicant has read this disciaime and signs and dates it below. Signature: ,� Q . 1 V \ C A/L• L. i.' _ Date: L' () 11 G:\PermitCenter\###FORMS###\DRD FORMS\Master Permit Application 12-19-2006.doc 0 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 ass ing the responsibility of the General Contractor for the proposed project. Signature: W -€..., ,/1.4 G_,A,'La-LZA✓L Date: i'` r) 'C 6 GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: faw n.. ...0,�.I' 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: Ii New g Wood Existing: ❑ Sewer ❑ Addition ❑ Steel Proposed: 3 Bank ❑ Community System ❑ Alteration/Remodel ❑ Concrete Total: 3 Height: IA Individual System ❑ Repair ❑ Masonry SEP Permit# 6i-1-awl. n Demolition ❑ Other: Bedrooms: Water Supply: Existing: Setback: ❑ Private well ❑ Two Party Proposed: Type of Heat: - ` . X Public < HV BC- Total: 3 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: 1 Underground Tank bove ground Tan Size of Propane Tank: I Heat Stove - Cook Stove i oo stove- i Fireplace Insert --o 'rater Ta , i Pellet Stove I Other Is this appliance being installe in a Manufactured/Mobile Home? Yes m 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. Lif.,/ L t5, t .._ " Square Footage Current Proposed For Office Use Only Amount Revision Main Floor Heated (^ \ �t� EH Bld App Review: \ 2- (-C 2"0 Floor Heated 1 t 13 j 101 is S�'Consistency Review: L 5 Other Heated 1 Base fee: i GI j S ' c7- nn • Mezzanine Additional Section: Heated Basement Plan Check fee: d Unheated Basement State Surcharge fee: 56 Other Unheated unnifl ��,� Pot Water Review fee: ikAGarage/Carport � � l•`• SUBTOTAL Decks ' '{qD q�Ili()911/Rd Approach fee: , Other `�^(� ,-,-s i ' TOTAL: $ < <a0 (J�) — eceipt Number: C\,5 Gel I c39) 3K/' sh Check Number: ag q I tag 1 ESTIMATED COST(REQUI } =_,..._ e: '`--�© l •Fair market value of all labor d materials fo dation to finish V' Initials:FEB 15 20 I D G:\PermitCenter\###FORMS###\DRD FORMS\Master Permit Application 12-19-2006.doc LC' % • r--, •_._., •s.. 1 : , , ',,,,•..,;,, i..,,,,,....,..ii.':., ,,.:,,t,..4....,,,,„'!.‘,,,,.,:,.,,' ' . , .....‘...:„:•,.,:- .-.:: ,.. . • 0,,14..,5,,.ii '-.....1'.4:.'Z'1",4i4,14,1*,•,,,,t,;.',4....J,,,i, 4s..;.,,,,,,i,!..,,,,,,,,,,,,wa-,4,,,,,,,,,,,,,., ,,-,.,,-,,4,,,,,,;,:..7.,„Ai,/,.-k--'.r.:74,...,...,x,. , . re,:,,r,:-..(..•,-'.;';''Vg...,'..,..,4,',''','IW,:.'.4%..:,.. -'c' r • .i''''' '''''.,.''..4',',/,4'.,f...,C, : ,i'.,. 141._.y ,d(kt.;P:',1r,i'..,.;!4Vo.t.M .,:•rzt.'',";;•:,'.::,s.-...•.,...:' ' :,. 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C r V .6 .r El----, •,, ,, _ y •oc.,Gss, ., c \-) . / (-) eyo e .., c..) 6-- ‘..-?,, ,\A_ .. .• . . 0--- -2 , z ,--,<, -c, -y (-) xi .1.-- 1 < `r 11 z/ 1.ei q Csj .. — . . -7, , Fr, ,., --1 04.= ,..-- •:. , .... \ W . 03 > C° , . a 4c8;:s, ? /. eff • ......hiztoz a / ). cr) -, 0 cc..: .. ...., N 0 .., ..---,-0 7J -r"- -- - ' -- WATTLE CASING IS A BIODEGRADABLE TUBULAR PLASTIC OR S/M2AR ENCASING MATERIAL PLACE WATTLE IN 3" - 5" DEEP TRENCH \ /_/// ///_, ///= 1" SOUARE STAKES DRIVEN THROUGH / WATTLE EVERY 3' - 4' 6" - 10" STRAW FILLED WAT1L£ —irr—rrr— STRAW WATTLE - STANDARD STAKING NO SCALE FOR SHORT DURATION PROJECTS WHERE THE CONTRACTOR DESIRES TO REUSE THE WATTLES WITHOUT DAMAGING THE CASING THE ALTERNATE A -FRAME STAKING METHOD SHOWN HERE MAY BE USED. NOTE: OVERLAP WATTLE SPLICES A MINIMUM OF 4 FEET. NO BUTT JOINTS. STRAW WATTLE - ALTERNATE STAKING NO SCALE 0 30 60 SCALE IN FEET A. PRIOR TO STARTING LAND DISTURBING ACTIVITIES THE CLEARING LIMITS MUST BE MARKED, THE TREES WITHIN THE CLEARING THAT WILL REMAIN MUST BE MARKED AND EROSION CONTROL MEASURES MUST BE INSTALLED. B. REVEGETATE DISTURBED SLOPE AS NEEDED PRIOR TO REMOVING TEMPORARY EROSION CONTROL MEASURES. C. ROOF RUNOFF SHALL DISPERSE ONTO SPLASH BLOCKS. A MAXIMUM OF 700 SF OF ROOF AREA TO EACH DOWNSPOUT MAINTAIN A MINIMUM OF 50' OF VEGETATED FLOW PATH AFTER SPLASH BLOCKS. D. PRIOR TO REMOVING TEMPORARY EROSION CONTROL MEASURE STABILIZE AND RE -SEED THE SITE AS NEEDED. E SEE ATTACHED REPORT F. VARIOUS INSPECTIONS MAY BE REQUIRED DURING CONSTRUCTION. 1. EROSION CONTROL INSPECTION. 2. INTERIM INSPECTION, MAY BE REQUIRED. J. FINAL INSPECTION. TYP. BUILDING FOOTING UNDISTURBED SOIL 1.5, :a FILTER FABRIC, 0.85 oz/yd SPUN BOUND NYLON, OR LANDSCAPING CLOTH, AROUND ALL SIDES. VARIABLE SLOPE 6" MIN. N ROOF DOWNSPOUT SERVES UP TO 700 SF DOWNSPOUT EXTENSION SPLASH BLOCK 50' MIN. VEGETATED FLOW PATH PERFORATEO FOOTING DRAIN NOT TO SCALE 4" MIN. CRUSHED ROCK COVER FILL INFILTRATION GALLERY W/ 1 112 " - 314 " WASHED DRAINROCK 4" PERFORATED PIPE INSTALLED LEVEL NOTES. 1. INSTALL BASE OF INFILTRATION GALLERY LEVEL. 2. SEE PLANS FOR LOCATION AND LENGTH. NOT TO SCALE F� CV Z Lil " .S y � I pr � I o � Z w o y W 2 VI C W U € O C z W �7 U Q Q o Q 3 O in Z 4 m U W O G mLa G _ = Y dQ en C 3 W W 9 N U V=1 APPROVED STORMWATER PLAN JUL ? 0 2003 JEFFFRSON 'NT DFPT.OF ( )'.v SI(i\ATIiRE