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BLD2011-00058
BOLDING PERMIT APPLICATI MReevviewTType: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD11-00058 Received Date: 3/16/2011 SITE ADDRESS: 690 BECKETT POINT RD PORT TOWNSEND, 98368 OWNER: STEVE AURDAL PHONE: 360-732-7211 NANETTE AURDAL PO BOX 256 CHIMACUM WA 98325 BECKETT POINT FISHERMAN'S CLUB SUBDIVISION: Block: Lot: 25 PARCEL NUMBER: 932200525 Section: 23 Township: 30 N Range: 02 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP ADDITION & REMODEL TO EXISTING SFR TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP ADD MAIN: 1,012 VALUATION 149,483.00 ADD'L: 414 HEAT TYPE: EEE CODE EDITION: 2009 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: SHORELINE: CONST TYPE: SETBACK: DECK: 141 BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: 05783 BEDROOMS: BATHROOMS: Exist: 1 Exist: 1 Prop: 1 Prop: 1 Total: 2 Tola� z Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $1,273.75 LYK 03/16/11 123299 APPROVED Check $827.94 LYK 03/16/11 123299 P State Building Code $4.50 LYK 03/16/11 123299 2W1 Total: $2,106.19 Jefferson County Planninc & Building Department `�t''` rya DEPARTMENT OF COMMUNITY DEVELOPMENT c `� 621 Sheridan Street Port Townsend,WA.98368 s i , Tc1:360.379.4450 I Fax:360.379.4451 Wcb:ww w.co.j efferson.wa.us/communitydevelopment /t_ --. . <�- E-mail:dcd@)co.jcffcrsson.wa.us Sk1Nt CERTIFICATE OF OCCUPANCY PERMIT #: BLD11-00058 APPLICANT: STEVE AURDAL PHONE: NANETTE AURDAL PO BOX 256 CHIMACUM WA 98325 360-732-7211 SITE ADDRESS: 690 BECKETT POINT RD Issue Date: 05/2/2011 PORT TOWNSEND, 98368 Final Date: 9/15/2015 SUBDIVISION: 9322- BECKETT POINT FISHERMAN Block: Lot: PARCEL NUMBER: 932200525 Section: 23 Township: 30 N Range: 2W PROJECT DESCRIPTION:ADDITION & REMODEL TO EXISTING SFR and shoreline exemption permit (SDP11-00011) THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2009 EDITION. OCCUPANCY GROUP: R-3 TYPE OF CONSTRUCTION: 5N SPRINKLER SYSTEM yes no THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 9/15/2015 \\tidemark\data\forms\F_BLD_Occupancy.rpt 9/16/2015 . • . y-,N C R F.'cq e ii ,•�i�T�':.D °�,�, JEFFERSON COUNTY 1� �s ,`aq DEPARTMENT OF COMMUNITY DEVELOPMENT . 621 Sheridan Street • Port Townsend •Washington 98368 �q O$ 360/379-4450 • 360/379-4451 Fax FIINd httpa/www.co.jefferson.wa.us/commdevelopment/ <I • - - _.,_:;• if UiLii: iST`ORMWATER SITE PLAN SUBMITTAL TEMPLATE MLA# ` `^L+q PROJECT/APPLICANT NAME: AR/W- (_ Please answer all of the following questions to the best of your ability. Where the question calls for depiction on a site map, the applicant may choose to either incorporate the elements into the general plot plan for the Master Land Use Application or to submit a separate stormwater site plan map. Project Overview 1. Describe the proposed developed conditions of the site. Indicate position and relative size of proposed improvements on the site map. �i 6Z3SiFc` lsrt 2'`JD FCUafZ AI? 1770-- 6ic/ -6-4!ST/ /6 —4 S ' 7--7/Ai Storrnwat' ;',i►s / 40A Require O Existing Conditions Summary 2. Describe the existing topography. Indicate contours on the site map. < z Fes- APPROVED STORMWATER PLAN 3. Describe the existing vegetation. Indicate native vegetation areas on the site rep. /lc -')E774-77 ' F/& L. e----,e Ass APR 2 9 2011 Iil.. 4. Describe the existin. soils. Indicate soil t .eon the site ma.. DEPT.O ` .`+ � yav?la SO(Ls' T y A AS g4,,f6 `fr 6124-u EL SIGNAT '.IMIrii1►_/Iir.r.a 7A C, 5. Describe the existing site hydrology(i.e., drainage; behavior of water on the site—above, below, and on the ground). Indicate existing stormwater drainage to and from the site on the site map. Depict separate drainage basins on the site map, if applicable, and indicate acreage of each. /-O7 /-5. F6-A-7 AAl6 I2cy 2,07- i)/2(e_c c CkLyy . &J 4f i g: ,-/c->4/Jc ` P.r,JJ ,clv5 1) tt 47 Y? to 0-1 Alo bt_314-izZ F17611 4 46Jr L07`5 oxl F/77-1E1Z .c./ 66=, 6. Describe any excess levels of noise generated by the proposed use or activity: PERMIT # MI eDELLI b/✓t 1AI C, Cfl� Yl E�.l�te PERMIT JEFTISON COUNTY DCD 1 stormwater site plan template—rev.10/21/2008 5 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. tOT /S GcA-— wEsr,4cAE of "PRomai FAA6 7-t .i1Or't ,Su t t rVbc,t7 or= iiEfofea`i is A 'Rax . 120 F am 3 / McM4/ 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.). LOT t S rill �i GSTT367 ( -I'l1C:,tt+741)(A1 F,'2,071-1 Q i)Ti &i f r QOPG REc I.cv&c.0AV) W f714 gIAJ6 L6 F#mIa-f i1B6hc zS. A de55 -rfl `&4, 1 iUT t 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. F-_heA t�s r��ctf. 3 bto&P, 6 ?c. SPu1s4 06w.tCS .„A 10. If the pi jectriequires the use of stormwater treatment facilities, describe the types of stormwater treatment facilities proposed for use bn the'site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. [This is normff r"large”projects or projects that involve the potential for dispersion of contaminants.] 11. Describe the performance goals and standards applicable to the project. i mPAC. Gv r -RC in/4402 Pate t zz f iZ 4Q G4s iL -/?E s7-c22 mss 12. Describe the flow control system. ,s- 4s oicC ' use, ce SPou7-- zFi-- stormwater site plan template—rev.10/21/2008 6 • . 13. Describe the water quality system. .5(TE 13 J(2J4 i4i 'DRAWS -0-/C-12c; cc]i cc- & vi�LI-r tr/T-Le Dk.c L t(? cfl 5 1 L__ 14. Describe the conveyance system analysis and design. .6ac A\ILL SPC L-t 1- TO . ` /-i'3t nc145 15. Describ the source of fill material, physical characteristics of fill material,and deposition of excess material. Ai AA , /tic( 6xGesS k)iLL c- 2 SSL orrsl%2 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform uilding Code. 4 . _ 17. Describ the proposed surfacing material. A/ 18. Describe methods for restoration of the site. S,TL= w,Lt -EC 5 6 AA18 i L=�u4. 7 14v/62Ass 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.A/ //`f' 20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan. o16 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/ stormwater site plan template—rev.10121/2008 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 Volume II Section 3.2.3 of the Manual (beginning on page 3-7). 12 Required Elements—Construction SWPPP 1. Ma Clearing Limits. /IIVi 2. Establish Construction Access. '7-7),E" �i ?Di/1/44 T.-7414p 3. Control Flow Rates. Spy C= .b,24i..Js A/47 i2.d1[ ftvtia15774-Lc S,LT F J&/4L1&7 -gAL '/f4L /1----- RE 'Y. 4. Install Sediment Controls. 1 Z772/40.-.) /C / --� .S/Lr re;:it 4- Z772/ r / E 6 , 5. Stabilize Soils. 4c//4 6. Pr tect Slopes. N4 7. Pro ct Drain Inlets. Ai4 stormwater site plan template—rev.10/21/2008 8 • • 12 Required Elements-Construction SWPPP(continued) 8. Stablii a Channels and Outlets. 9. Control Pollutants. -STRAL,C1 10. Co tr I De-Watering(the act of pumping groundwater or stormwater away from an active construction site). 11. Maintain Best Management Practices BMPs . s6c G 7i7- i4E. 2s )/t c ac , 22v J Fs-/i r�'riA-&/4060r ad 7 12. Manage the Project. 777 c?i�CR� Sr - -AJPA(F_TE �I O 2. Adjacent Areas. t: a. Description of the adjacent areas that may be affected by site disturbance (e'O.,`streams, lakes, wetlands, residential areas, roads). _ / Y� fj4 / ?&J l 7 2oP f?f2E S/,1Je7u- �plrr�i l Alo nGS I4A/a it),a_ L/19-T b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards). r/4 3. Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent to the site. 77&4Ai@C TO p/4-e i612 y �A flu & / Z ' 1411A stormwater site plan template—rev.10121/2008 9 • • b.Y�, cription of special requirements for working in or near environmentally sensitive 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), 5. Construction Phasing. a. Construction sequence STC P N047e �2A n r '� h*)Di9/E?/S/ � .t1E-?� /,v7-C2/eN / /2/4 sS b. Construction Etasing(if proposed) ji Or? L` 6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual). I. Provide a proposed construction schedule. (-517E--7 2EP`V-FewA/Q477e)>1 rytAti 20i I ,/L4m 14/l-,,i t/ 5n,/Sif,iJ/,7TAJE- --TALI ZOt r ItitT• Ft( ISi-I-+ e-)(2P-S5 Atr(z�/SEPT. 2 I II. Wet Season Construction Activities. a. Proposed wet season construction activities. /JoAE b. Proposed wet season construction activities for environmentally sensitive areas. A/D/VE 7. Financial/Ownership Responsibilities. a. Identify the property owner responsible for the initiation of bonds and/or other financial securities. ST C-9i--A AIETC AUie i b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation Im s. / c_2.- j1)iftyls1-R/c-, 8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following, if applicable,4/4 a. Sediment Ponds/Traps. b. Diversions. c. Waterways. d. Runoff/Stormwater Detention Calculations slonnwater site plan template-rev.10/21/2008 70 • • 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 Of 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. ,r`> 'i f. Detail stabilization techniques for outlet/inlet. g. Detail control/restrictor device location and details. h. Specify mulch and/or recommended cover of berms and slopes. i. Provide rock specifications and detail for rock check dam(s), if applicable. j. Specify spacing for rock check dams as required. k. Provide front and side sections of typical rock check dams. " 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.11/21/2008 11 S • 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 submit prior to construction. The submittal shall include substitute pages that include all proposed changes, revised drawing y 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 owner .f th .recte• .'ope • 4,,i/AM (L• D.r NEB OR AUTHORIZED REPRE TATIVE SIGNATURE) DA• ) THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED: stormwater site plan template—rev.10/21/2008 12 _-17I L2 _ 7 z • .D 3 _ M r'4'' ran CI'J• heal 1 . ' Jc ,� Lit' ' m cm r. _ , ,/ • �I J - a) t C. _,_,„1„ i ■ ' U R1 J� 3��)Ci �y r / l-� Q$ illi I r III 0 — — y t f ` - , - c7 Jv _ _ tii J . s L lj -t to N�� 'cl m f, 7 m � i a--22.: 4 r I - ii .. m A i .. _gym ; N ,I _S � LY ' Q - I m 1IlKl �.._.., ,, itj 3 I er�s. /ZC>Par2T' t.d E w ._ sil i � - .•O a47 are / m „ � ' � Q Z a W. ..- t t � { . � - E. .ij v 1 ., d . * _.G N _ 1 ,,C\ GI P4itty. 4 110.3 '..... g a. r74— pa... .... 0 0 .• da el. _ t T 1 1 .�. 51 i , C7.. I /it N {4 ter. ■ v • • (. - Design Criteria for Splashblocks A typical downspout splashblock is shown in Figure 3.7. In general,if the ground is sloped away from the foundation and there is adequate vegetation and area for effective dispersion,splashblocks will adequately disperse storm runoff Ifthe ground is fairly level,if the struchue includes a basement,or if foundation drains are proposed,sp)ashblocks with downspout extensions may be a better choice because the discharge point • Is moved away from the foundation. Downspout extensions can include piping to a splashbiock/discharge point a considerable distance from the downspout,as long as the nmoffcan travel through a well-vegetated area ; as-described below. The following apply to.the use of splashblocks: 1.. A vegetated Towpath of at least 50 feet should be maintained between thedischarge point and any property line,structure, steep slope, stream,Wetland,lake,or other impervious suncce. Sensitive area buffers may count toward flowpath lengths.• 2. A maximum-of 700 square feet of roof area may drain to each . splashblock. 3. A splashblock or a pad of crushed rock(2 feet wide by 3 feet long by 6 uncles deep)should be placed at each downspout discharge y I g point. 4. No erosion or flooding of downstream properties may result, 5. Runoff discharged towards landslide hazard areas must be evaluated by a professional engineer with geoteciunical expertise or a qualified geologist. Splashblocks may not be placed on or above slopes than 20% or above erosion hazard greater professional engineer g areas without evaluation by a gineer with eotechnical expertise or a licensed geologist,hydrogeologist,or engineering geologist, and jurisdiction approval. 6. For sites with septic systems,the discharge point must be downslope of the primary and reserve drainfield areas. This requirement may be waived if site topography clearly prohibits flows from intersecting the drainfield or where site conditions (soil permeability, distance between systems, etc)indicate that this is unnecessary. i Febnra 2005 rY Volume Ill—Hydrologic Analysis and Flow Contra BMPs 3-15 1 . r • • • lj house• i .11 1. f serves up to - I"-- aW - I = 700 sf.Of roof 1 Vegetated 1 flow path. ==fir , Splash J ` 1I ,' . - - .. .. I� f d 9 NTS Splash h i i; f � Figure 3.7 Typical Downspout Splashblock Dispersion I: ; ■ I ` Ii : is 1. I 3-16 Volume 111—Hydrologic Analysis and Flow Control BMPs ebruary 2005 • • BMP C233: Silt Fence Purpose Use of a silt fence reduces the transport of coarse sediment from a construction site by providing a temporary physical barrier to sediment and reducing the runoff velocities of overland flow. See Figure 4.19 for details on silt fence construction. Conditions of Use Silt fence may be used downslope of all disturbed areas. • Silt fence is not intended to treat concentrated flows, nor is it intended . to treat substantial amounts of overland flow. Any concentrated flows must be conveyed through the drainage system to a sediment pond. The only circumstance in which overland flow can be treated solely by a silt fence,rather than by a sediment pond,is when the area draining to the fence is one acre or less and flow rates are less than 0.5 cfs. • Silt fences should not be constructed in streams or used in V-shaped ditches. They are not an adequate method of silt control for anything deeper than sheet or overland flow. Joints in fitter fabric shall be spliced at posts. Use staples,wire rings or 25(2"by 14 Ga.wire or equivalent to attach fabric to posts a1 esre tint if Standard strength fabric used I I 411111111Miiiiniii I Fitter fabric II I II I N u- AVITu=n=u-n ...-.��.-„-h-11=11=11=11 =11=�IRFII-11-.11-11-II-II-11-11 11-11- = =_ - - 6.max T� Minimum 4"x4"trench I E I Backfll trench with native soil Post spacing may increased or 3/4"-1.5”washed gravel to 8'If wire backing is used 25:2"wood posts,steel fence posts,or equivalent Figure 4.19—Silt Fence Design and • Drainage area of 1 acre or less or in combination with sediment basin Installation in a larger site. Specifications • Maximum slope steepness (normal (perpendicular)to fence line) 1:1. • Maximum sheet or overland flow path length to the fence of 100 feet. • No flows greater than 0.5 cfs. • The geotextile used shall meet the following standards. All geotextile properties listed below are minimum average roll values(i.e.,the test result for any sampled roll in a lot shall meet or exceed the values shown in Table 4.10): 4-94 Volume It— Construction Stormwater Pollution Prevention February 2005 • • Table 4.10 Geotextile Standards Polymeric Mesh AOS 0.60 mm maximum for slit film wovens(#30 sieve). 0.30 (ASTM D4751) nun maximum for all other geotextile types(#50 sieve). 0.15 mm minimum for all fabric types(#100 sieve). Water Permittivity 0.02 sec'minimum (ASTM D4491) Grab Tensile Strength 180 lbs.Minimum for extra strength fabric. (ASTM 134632) 100 lbs minimum for standard strength fabric. Grab Tensile Strength 30%maximum (ASTM D4632) Ultraviolet Resistance 70%minimum (ASTM D4355) • Standard strength fabrics shall be supported with wire mesh,chicken wire, 2-inch x 2-inch wire, safety fence,or jute mesh to increase the strength of the fabric. Silt fence materials are available that have synthetic mesh backing attached. • Filter fabric material shall contain ultraviolet ray inhibitors and stabilizers to provide a minimum of six months of expected usable construction life at a temperature range of 0°F. to 120°F. • 100 percent biodegradable silt fence is available that is strong, long lasting, and can be left in place after the project is completed,if permitted by local regulations. • Standard Notes for construction plans and specifications follow. Refer to Figure 4.19 for standard silt fence details. The contractor shall install and maintain temporary silt fences at the locations shown in the Plans. The silt fences shall be constructed in the areas of clearing,grading, or drainage prior to starting those activities. A silt fence shall not be considered temporary if the silt fence must function beyond the life of the contract. The silt fence shall prevent soil carried by runoff water from going beneath,through, or over the top of the silt fence, but shall allow the water to pass through the fence. The minimum height of the top of silt fence shall be 2 feet and the maximum height shall be 2'h feet above the original ground surface. The geotextile shall be sewn together at the point of manufacture, or at an approved location as determined by the Engineer,to form geotextile lengths as required. All sewn seams shall be located at a support post. Alternatively, two sections of silt fence can be overlapped,provided the Contractor can demonstrate,to the satisfaction of the Engineer,that the overlap is long enough and that the adjacent fence sections are close enough together to prevent silt laden water from escaping through the fence at the overlap. February 2005 Volume ll— Construction Stonnwater Pollution Prevention 4-95 • • The geotextile shall be attached on the up-slope side of the posts and • support system with staples,wire,or in accordance with the manufacturer's recommendations. The geotextile shall be attached to the posts in a manner that reduces the potential for geotextile tearing at the staples,wire,or other connection device. Silt fence back-up u support for the geotextile in the form of a wire or plastic mesh is dependent on the properties of the geotextile selected for use. If wire or plastic back-up mesh is used,the mesh shall be fastened securely to the up-slope of the posts with the geotextile being up-slope of the mesh back-up support. i The geotextile at the bottom of the fence shall be buried in a trench to a minimum depth of 4 inches below the ground surface. The trench shall be backfilled and the soil tamped in place over the buried portion of the geotextile,such that no flow can pass beneath the fence and scouring can not occur. When wire or polymeric back-up support mesh is used,the wire or polymeric mesh shall extend into the trench a minimum of 3 inches. The fence posts shall be placed or driven a minimum of 18 inches. A minimum depth of.12 inches is allowed if topsoil or other soft jj subgrade soil is not present and a minimum depth of 18 inches cannot be reached. Fence post depths shall be increased by 6 inches if the fence is located on slopes of 3:1 or steeper and the slope is perpendicular to the fence. If required post depths cannot be obtained, the posts shall be adequately secured by bracing or guying to prevent overturning of the fence due to sediment loading. Silt fences shall be located on contour as much as possible, except at the ends of the fence,where the fence shall be turned uphill such that the silt fence captures the runoff water and prevents water from flowing around the end of the fence. If the fence must cross contours,with the exception of the ends of the fence, gravel check dams placed perpendicular to the back of the fence shall be used to minimi7p concentrated flow and erosion along the back of the fence. The gravel check dams shall be approximately 1- foot deep at the back of the fence. It shall be continued perpendicular to the fence at the same elevation until the top of the check dam intercepts the ground surface behind the fence. The gravel check dams shall consist of crushed surfacing base course,gravel backfill for walls, or shoulder ballast. The gravel check dams shall be located every 10 feet along the fence where the fence must cross contours. The slope of the fence line where contours must be crossed shall not be steeper than 3:1. Wood, steel or equivalent posts shall be used. Wood posts shall have minimum dimensions of 2 inches by 2 inches by 3 feet minimum length,and shall be free of defects such as knots, splits, or gouges. 4-96 Volume II—Construction Stormwater Pollution Prevention February 2005 • Steel posts shall consist of either size No. 6 rebar or larger,ASTM A 120 steel pipe with a minimum diameter of 1-inch,U,T,L, or C shape steel posts with a minimum weight of 1.35 lbs./ft. or other steel posts having equivalent strength and bending resistance to the post sizes listed. The spacing of the support posts shall be a maximum of 6 feet. Fence back-up support,if used,shall consist of steel wire with a maximum mesh spacing of 2 inches,or a prefabricated polymeric mesh. The strength of the wire or polymeric mesh shall be equivalent to or greater than 180 lbs.grab tensile strength. The polymeric mesh must be as resistant to ultraviolet radiation as the geotextile it supports. • Silt fence installation using the slicing method specification details follow. Refer to Figure 4.20 for slicing method details. The base of both end posts must be at least 2 to 4 inches above the top of the silt fence fabric on the middle posts for ditch checks to drain properly. Use a hand level or string level,if necessary,to mark base points before installation. Install posts 3 to 4 feet apart in critical retention areas and 6 to 7 feet apart in standard applications. Install posts 24 inches deep on the downstream side of the silt fence, and as close as possible to the fabric, enabling posts to support the fabric from upstream water pressure. Install posts with the nipples facing away from the silt fence fabric. Attach the fabric to each post with three ties, all spaced within the top 8 inches of the fabric. Attach each tie diagonally 45 degrees through the fabric,with each puncture at least 1 inch vertically apart. In additibn, each tie should be positioned to hang on a post nipple when tightening to prevent sagging. Wrap approximately 6 inches of fabric around the end posts and secure with 3 ties. No more than 24 inches of a 36-inch fabric is allowed above ground level. The rope lock system must be used in all ditch check applications. The installation should be checked and corrected for any deviation before compaction. Use a flat-bladed shovel to tuck fabric deeper into the ground if necessary. Compaction is vitally important for effective results. Compact the soil immediately next to the silt fence fabric with the front wheel of the tractor, skid steer, or roller exerting at least 60 pounds per square inch. Compact the upstream side first and then each side twice for a total of four trips. February 2005 Volume II— Construction Stormwater Pollution Prevention 4-97 • • Any damage shall be repaired immediately. Maintenance If concentrated flows are evident uphill of the fence,they must be •Standards intercepted and conveyed to a sediment pond. • It is important to check the uphill side of the fence for signs of the fence clogging and acting as a barrier to flow and then causing channelization of flows parallel to the fence. If this occurs,replace the fence or remove the trapped sediment. • Sediment deposits shall either be removed when the deposit reaches approximately one-third the height of the silt fence,or a second silt fence shall be installed. • If the filter fabric(geotextile)has deteriorated due to ultraviolet breakdown,it shall be replaced. `.G(j ...1........ 4 ' ♦wax so a••aalla.r.•. ... TalpdF&Eac j snip,.+ vv:nn,rw peg( upstream M eY~ice 3g V .. r. .;. .B 3 :s, .r1' I�LOrF—■ 4IN' ,y V. am* mo .siaa a/,as./ �t1a7 alr�rN. ,,}� *ma M•C.W.a.na ***ads alma afHla 2. sL t tea%- '...14 setup c..a $, w ` /`, ..∎•\�\\\ •Gm..waama pawaaalre %... S' \�\ \ • ••••*sps Poe.RAwRK+ rp rot 4aa f� \// e/// \/ \ a T K Cz/ / // % et : •ai soca ii*on.pea SON art* No mots than 24.o1a38 fabric abor:40*setaa4aast.1 ,4 Is showed above ground n.a Pat' fatale . r ,�x Stfm�. 144,y N��~ y 7y7.�r t I//' Jf k/I' Z77- rY 4j J pa tam twos tt$- am Conlplalad Yatalrlon 1 um plow is not aCO WIe because of ■ mpacaon Figure 4.20—Silt Fence Installation by Slicing Method 4-98 Volume II—Construction Stormwater Pollution Prevention February 2005 • • BMP C105: Stabilized Construction Entrance Purpose Construction entrances are stabilized to reduce the amount of sediment transported onto paved roads by vehicles or equipment by constructing a stabilized pad of quarry spalls at entrances to construction sites. Conditions of Use Construction entrances shall be stabilized wherever traffic will be leaving a construction site and traveling on paved roads or other paved areas within 1,000 feet of the site. On large commercial,highway,and road projects,the designer should include enough extra materials in the contract to allow for additional stabilized entrances not shown in the initial Construction SWPPP. It is difficult to determine exactly where access to these projects will take place; additional materials will enable the contractor to install them where needed. Design and • See Figure 4.2 for details.Note:the 100'minimum length of the Installation entrance shall be reduced to the maximum practicable size when the Specifications size or configuration of the site does not allow the full length(100'). • A separation geotextile shall be placed under the spalls to prevent fine sediment from pumping up into the rock pad. The geotextile shall meet the following standards: Grab Tensile Strength(ASTM D4751) 200 psi min. Grab Tensile Elongation(ASTM D4632) 30%max. Mullen Burst Strength (ASTM D3786-80a) 400 psi min. AOS (ASTM D4751) 20-45(U.S. standard sieve size) • Consider early installation of the first lift of asphalt in areas that will paved;this can be used as a stabilized entrance. Also consider the installation of excess concrete as a stabilized entrance. During large concrete pours, excess concrete is often available for this purpose. • Hog fuel(wood-based mulch)may be substituted for or combined with quarry spalls in areas that will not be used for permanent roads. Hog fuel is generally less effective at stabilizing construction entrances and should be used only at sites where the amount of traffic is very limited. Hog fuel is not recommended for entrance stabilization in urban areas. The effectiveness of hog fuel is highly variable and it generally requires more maintenance than quarry spalls. The inspector may at any time require the use of quarry spalls if the hog fuel is not preventing sediment from being tracked onto pavement or if the hog fuel is being carried onto pavement. Hog fuel is prohibited in permanent roadbeds because organics in the subgrade soils cause degradation of the subgrade support over time. • Fencing(see BMPs C103 and C104) shall be installed as necessary to restrict traffic to the construction entrance. 4-8 Volume Il— Construction Stormwater Pollution Prevention February 2005 • Whenever possible,the entrance shall be constructed on a firm, compacted subgrade. This can substantially increase the effectiveness of the pad and reduce the need for maintenance. se,,ance • Quarry spalls(or hog fuel)shall be added if the pad is no longer in accordance with the specifications. • If the entrance is not preventing sediment from being tracked onto pavement,then alternative measures to keep the streets free of sediment shall be used. This may include street sweeping,an increase in the dimensions of the entrance,or the installation of a wheel wash. • Any sediment that is tracked onto pavement shall be removed by shoveling or street sweeping. The sediment collected by sweeping shall be removed or stabilized on site. The pavement shall not be cleaned by washing down the street,except when sweeping is ineffective and there is a threat to public safety. If it is necessary to wash the streets,the construction of a small sump shall be considered. The sediment would then be washed into the sump where it can be controlled. • Any quarry spalls that are loosened from the pad,which end up on the roadway shall be removed immediately. • If vehicles are entering or exiting the site at points other than the construction entrance(s),fencing(see BMPs C103 and C104) shall be installed to control traffic. • Upon project completion and site stabilization, all construction accesses intended as permanent access for maintenance shall be permanently stabilized. Driveway shop meet the requirements of the permitting agency tl k recommended that the entrance be crowned so bet runoff _,d drains off the pad E3° Pte" I i Install driveway culvert .°`"• tl piers Is a roadside 4.; •,. present prese 4'-0'quarry stops ��,•, Gedeaeb o ,A 12'min.midmess�—•,15 rib `� Provide fgr width of Ingress/egress area Figure 4.2-Stabilized Construction Entrance February 2005 Volume 11-Construction Stomnvater Pollution Prevention 4-9 • ertk G,, .,.4 ai„No. Jr-rrrK5ONCOUNTY DEPAKTMENT OF COMMUNITY DEVELOPMENT Wednesday,April 06,2011 Steve Aurdal/Anette Aurdal P.O.box 256 Chimacum,Wa.98325 Greetings, We have started the plan review process foryour project. The following information will be necessary to complete plan check.. Please provide: i. All headers and beams(existing and new)to be sized for actual reaction from roof and floor loads include all point load locations. 2. Address all vertical loads(existing and new)to bearing soil with aclecluate footing,s9uash block and foundation call outs 3. Note describing how shear wall nailing is accomplished on existing building. 4. bedrooms recluire egress openings. 5. Detail roof on existing and new construction S Please call if you have any 9uestions. Sincerely, 47 (2 1. Prank benskin, Plans Examiner 2 360-37961 • • March 24, 2011 STEVE AURDAL NANETTE AURDAL PO BOX 256 RE: SITE ADDRESS: 690 BECKETT POINT RD CASE#: BLD11-00058 Dear STEVE AURDAL: We have started the plan review process on the subject permit. Unfortunately, we are unable to finish the necessary plan review. We are in need of additional information and/or items as listed below: spoke with owner engiheering needed from Kirk Boike Please submit the necessary items in order for us to complete the plan review process of this permit. If you should have any questions, please feel free to contact me at (360) 379-4450. Sincerely, Plans Examiner c: File BECKETT POINT FISHERMEN'S CLUB OWNER/BUILDER co JEFFERSON COUNTY k ' ``r DEPARTMENT OF COMMUNITY DEVELOPMENT R iii 621 Sheridan Street• Port Townsend •Washington 98368 44 �4 360/379-4450 • 3601379-4451 Fax www.co.jefferson.wa.uslcommdevelopment Master Permit Application MLA: ( 1 "1-46/ , Pro ect Description(include separate sheets as necessary): se –t sJ►_=L .►. t (.. 4 •s— – ar 1 !6 . ire*, _� efrapciiS mn Tax Parcel Number. t - 7'6 z_s-- Property Size: (acres/square feet) Site Address and/or Directions to Proper > 6q0 —g 1 e. i"_tr- (appto Property Owners)of Record:4c7 L E` --^IA-A/07TC At t R C.. Telephone:34" Z-- Lt l Fax: . email: Mailing Address es , X 2 s-z lin %{Carri1 WA 2.5— Applicant/Agent(if different from owner): Telephone: Fax: emai• , •-=it 1 111-' Mailing Address: Iwk- , ;C' it .. 1C 1r Whaj_kinngd of Permit?(Check each box that applies 0 Lot or Road Segregation P a � wldi ❑Critical Areas Stewardship Plan ❑ molition Permit ❑Variance(Minor,Major or Reason is se • ingle Family • ❑ Garage Attached/Detached 0 Conditional Use[C(a),C(d),or C1** ❑ Manufactured Home ❑ Modular - 0 Discretionary"Cr or Unnamed U ffl ca' it ❑ Commercial• 0 Special Use(Essential Public F li ii 1 I DU) ❑ Change of Use ❑Boundary Line Adjustment ❑ Address ❑Road Approach 0 Short Plat•• ❑Home Business 0 Cottage Industry ❑Binding Site Plan" ❑Propane ❑Long Plat" ❑Sign -- ❑Planned Rural Residential Development (PRRD/Amendments•* - ❑Allowed'Yes"Use Consistency Analysis ❑Plat Vacation/Alteration** O Stormwater Management ❑Shoreline Master Program Exemption/Permit Revisions" ❑Site Plan Approval Advance Determination(SPAAD)* 0 Shoreline Management Substantial Development-- O Temporary Use ❑Shoreline Management Variance ❑Wireless Telecommunication', ❑Comprehensive Plan/UDC/Land Use District Map Amendment ❑Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre—Application Conference ❑Tree Vegetation Request "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 to act as my agent in matters relating to this application for permit(s): OWNER SIGNATURE Date: 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 Its 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 pro '•: cress -•d rig . -nt j,.Jefferson County and its employees,representatives or agents for the sole purpose of application review and any -•uir:• I.ter i.401 a .-- and right of entry will be assumed unless the applicarrt in the County in writing at the time of the a•• scat• ha •r n //� Signature: `�21IL Date L The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upo one or more threatened or endangered species and could lead to a potential lake"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 iss -• I not violate the ESA. An individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even ••u are co •. i. ce e,+/ - ounty development code.The Applicant acknowledges t t h ,she or it holds individual and non- . - erab//l- ) ib" n,. d • plying with the ESA. The Applicant has read this disc i/er pd signs and dates It below. Signatu =• ��. Date: 0 0 BUILDER STATEMENT The signer oft ': -I * 0 . -b co cn -i t, x -I -i m ni -• -• m v cn 01 x a c3 rF x CO 0 -5 -0 d O - -o -5 Z 0 01 C 0_ CD CD O CD 7 00 CC -- CD CC CD CD T CD r+ O CD - 7 7C C7 -5 E 7 -- m 7C o 0 ti CC CJl -, CD CO I N - j -5 Q O C] rl 0 -, O I Cl O) O C5.) 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BLD: (11 �- Date: (..)'.r OWNER: 1) t` 1 V ��� r Contact Name: ADDRESS: (0, f o f?ec �k-C 1 C Contact Number: 360 q?1 6q- , ,= Notes: 206 Foundation plumbing - Framing Propane Tank Mechanical Setbacks Under-ground_ Framing Under ground Furnace Footing Rough in - Air seal Above ground - Gas +_ Stemwall __ Hydronic Exterior shear Exterior lines Oil Straps Interior shear _ Interior lines Ducts _ Post Hole Ventilation Appliance Underfloor Gas/wood stove_ Man•Homes Setbacks Insulation Filial Inspection Foundation _ ;.l floor Block&Tie _wall ceiling Address Posted 441-,8 `he, JEFFERSON COUNTY / ` DEPARTMENT OF COMMUNITY DEVELOPMENT 9'Hl hG co Date: / 14, Time Received: i__(mppm Mon. Tue. Wed. 4101b. Date: 7/17/ BLD: (( Ocxp53 Contact Name: Owner: A1PDELL Contact Number: 360 3e ( — /4,7 Address: 4,9[, & 'Ier , kyr PA. 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block &Tile Ceiling . . ,;N 54S Vy, 2 Date A,)q/ time received 53/ am /157 Mon_ Tues. ,Wed: 6 2-Fn. BED: ,1 6-55 Date: 7I Zc" OWNER: Contact Name: ! ADDRESS: //0"q v f Rd47r Contact Numb r 360 &)) C �_!. / / 206 Notes: .�Ct-y /S uls4✓-.I.A//1t Jo%--1)-19,0"",--G. SCi4r"{Yrl3t00` #r Foundation Plumbing - Framing' Propane Tank Mechanical Setbadcs Under-ground_ Framing 4 Underground Furnace — Footing Rough in Air seal Above ground Gas _ Stemwall __ Hydronic E xterior shear Exterior lines Oil Straps Interior shear _ Interior lines • Ducts :_ _ . Fast Hole - Ventilation . Appliance • _ Underfloor _ .Gas/woodstove_ Man-Honies • Setbacks - Insulation. Final inspection- ` • Foundation . - - ss Block&Tie floor _wall ceiling . Address Posted 1 i . . • . . • • . Pod ssaIPPV alma° Ilem J0011 — Gt123)P0I.CI 43 • — - .0oppuno . —UdlibGdSUI IEIIH • . • •UOaCIIISlil . — s>peqias . - ' • • .. • T14,7e l GAGS tAl I1300M/S ED - — . _I oopepun - aotiolddV • udile1009A ale1-11sed . • .-------‘t spna ------: sautpopalui — mays Jopalui — scialis - 110 —.— sauil*4(3 — _War.1.01.191X , 01110.1PAH — ilemurals sE0 .— puno.15 aAo0V legs JIV --K, ' L41.16no'd BugooA _._ . a•Deu.i0A •— puno.i6 Japun . 5ult.ueu . 0 nal 6-Japua — s>peps - leopegoain • -Iiii auedwd ' • .buiwe.43_ butcjwiijd. -----_-_.• - - u'opptinoj- . . . . . . . • . . . . . . . • • - - . . . - • :saioN . _ . • . . . () aaqumN rewoo -p id logg - .z7bc7 ISMCKIV . . . - -,stueN qa6p.103 - - - • • • • • 7bnav - :unNmo • . . . . . • - - 7-e :a;eu • • . • • 0;000 . TA- ..mtit PM -6 pp -um . 01 we .L.91 PDAlaaal awil.--7:–k—c Gra . . • - - •- . , . - . . . . . . . . :r2f41,'N'Tk•' . . . . -- . . . • • . . - • . . • . . -. . . • . .. • . . . 527 (/7 Ei Jo eiNif , _ _ pa;sod ssaPPV 6up!ao nem JOOn 01-128>POW ■" v, ualepunoj uogoadsulleuij uo!;elnsul — s:pe919S sawoH•ueW -ano;s poom/Seo Joolpapu8 — aouellddV uollen;uan - slonC Setif!J01.1011.11 - JaysJopa;ul alosdeiseld • _ In — ouapc3 Raysiouapc3 oluapiii nemura;S — seC punm6 aogV leas Jly u!y6noa 6ugooj aoewnj puna6iepun 6ulweij —puna6aapun — sveg;aS leoluepaW duel auedoad u!G wend _ buigwnld uu!;epunoj :Sa;oN 0 90Z /L ;,,,'/jG. L 09EuagwnN;oe;uoC JJ(� /77 ‘47 SS32i0CV :eweN;oe;uoC ` :83NN10 h/_V/ :GM 4---5 _1 / :018 u3- 'an9J. Tam 'sang .uoV ud /_we yA _ / Oameoal aun;./)-T/-g 11 eleC i u • #,,..„0.v., • `? JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT ' 9y,HING•,0= ./ Date: 'R-1q Time Received: i0 LL /pm Mon. Tw Wed. Thur. Fri. Date: 47-a BLD: l' <5 Contact Name: Owner: Contact Number: 360 a) ( S767 Address: Co 610 RV-kilt PT 206 Notes: o ` Ox- Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground'' Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection - Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling tee cbG^ JEFFERSON COUNTY k., _` DEPARTMENT OF COMMUNITY DEVELOPMENT ;/,,ty u4k` S'rkt sol° I Date: c-q Time Received: 175� am/ r� r Mon. Tue. a, Thur. Fri. Date: `'?—/Ci BLD: /7 -�� Contact Name: Owner: Contact Number: 360 36 I 51(07 Address: 6qb / j ( j 206 Notes: /") T S./„_ r Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under groun Furance Footing Rough In Air Seal Above group Gas Stemwall Hydronic Exterior shear Exterior lin s Oil Straps Hot Water Htr Interior shear Interior lin s Ducts Post Hole Ventilation Appliance Underfloor 1 Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling �,ee,4SON coo JEFFERSON COUNTY -'1/'- j62'L A\PJ Odc- N LL vt_ (� (LL a DLV 2` DEPARTMENT OF COMMUNITY DEVELOPMENT s Date: Q . .kime Received: (7 '2 1 am/pm Mo Tue. Wed. Thur. Fri. Date: q —S BLD: /� I . f' - Contact Name: AOwner: PC/,° � Contact Number: 360 ) ( — ' /J T Address: I 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear )e___. Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling ��SO\ CO / ti o2 JEFFERSON COUNTY � _" DEPARTMENT OF COMMUNITY DEVELOPMENT S`r/fI NO Date: ii,^y Time Received: ,,5.-y am/pm Mon. 'ir Wed. Thur. Fri. Date: g —S' BLD: J/- S8 Contact Name: Owner: Contact Number: 360 361 5-g7-7 Address: 69'70 K-47/ 206 Notes: Frr / caI 0til Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall— Address Posted Block &Tile Ceiling /-�" /, Jtr-r-tr(bON i.wry I r �$K DEPARTMENT OF COMMUNITY DEVELOPMENT ' ' (iiik gFf tiG'C Date: 14.1 Time Received: 7 am/ r) Mon. Tue. 7e-c Thur. Fri. Date: 7 -Z.8 — 7-LI BLD: ,l - �j� Contact Name: Owner: Contact Number: 360 3& t 5-1 4.7 Address: (ocp - ?-c- 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling 4w4SOr 'oGy JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT ate: q- lb Time Received: 6 ZC arr>a) Mon. Tue. Wed. Thur. Fri. IV 8 Date: 4'- i ■ Contact Name: LD: Contact Number: 360 50 ( Sf67 >wner: _ 206 address: Coq n 13-edr-+-i IP Dotes: Foundation Plumbing Framing Propane Tank Mechanical Framing Under ground Furance Setbacks Under-ground g Gas Footing Rough In Air Seal Above ground - Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling r " lam Date 6'4'1/ .time received p am / pm Mon. Tues. ,Wed: Fri. BLD: l/ ` A Date: y OWNER: A r tLL ( / h- / Contact Name: (� P''-2—if ADDRESS: CP C At G .# ,7( Contact Number.360 JAI/ ' Notes: 206 i Foundation Plumbing • Framing Propane Tank Mechanical Setbacks Under-ground Framing Underground _ Furnace _ Footing /Rough In Air seal Above ground Gas _ Stemwall e/ Hydronic Exterior shear Exterior lines Oil Straps Interior shear Interior lines Ducts 11_ Post Hole Ventilation Appliance _ Underfloor Gas wood stove Man-Homes - Setbacks Insulation Filial Inspection • Foundation_ Block BTie ■ Floor _wall ceiling Address Posted i Mary Blain From: Susan Porto Sent: Tuesday, September 15, 2015 5:16 PM To: Mary Blain Subject: RE:could you please "final" septic in BLD11-58? Yep, it's done. S From: Mary Blain Sent:Tuesday,September 15,2015 3:56 PM To:Susan Porto Subject:could you please"final" septic in BLD11-58? It looks like it's done, but I wanted to make sure before I sent them a C/O. Thanks! Mary Blain Plans Examiner I Dept of Community Development 621 Sheridan St Port Townsend,WA 98368 ph: 360-379-4461 fax: 360-379-4451 mblain@co.iefferson.wa.us All e-mail sent to this address has been received by the Jefferson County e-mail system and is therefore subject to the Public Records Act,a state law found at RCW 42.56.Under the Public Records law the County must release this e-mail and its contents to any person who asks to obtain a copy(or for inspection)of this e-mail unless it is also exempt from production to the requester according to state law,including RCW 42.56 and other state laws. 1 u.o,ucrHrtiMLrI UI'HOMELAND SECURITY ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY National Flood insurance Program Important: Read the instructions on pages 1-9. Expiration 1 Date:0 my 31, 2015 y 1 SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Steve Aurdal Policy Number: A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. 690 Beckett Point Road Company NAIC Number. City Port Townsend State WA ZIP Code 98368-57 -A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) II L II- . Lt24&25Beckett Pt.W.Beach,Beckett Pt.Fisherman's Club Assr'sPIat,GLl,Sec23,T3ON,R2W,TP932200524,,$'5•j' - "� ±V �� A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)Residential A5. Latitude/Longitude:Lat.48 04 41.3 Long, 122 53 24.8 Horizontal Datum: ❑ NAD 1927 ® NAD 1903, MAR - 2 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. 2015 I A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): '-- - -- a) Square footage of crawlspace or enclosure(s) 1188 sq ft A9. For a building With an attachhdi§tins , I my""t b) Number of permanent flood openings in the crawlspace q a) Square footage a et: ood openings in - . - s. ft or enclosure(s)within 1.0 foot above adjacent grade 15 b) within of permanent flood opgnidgs m . .arage c) Total net area of flood openings in A8.b 2160 in within net foot above adjacent grade A d) Engineered flood openings? ® Yes ❑ No c) Total net area of flood openings in A9.Y sq in d) Engineered flood openings? ❑ Yes ❑ No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION 81. NFIP Community Name&Community Number B2.County Name Jefferson Co.530069 Unincorporated Jefferson Co. I 63.State WA B4.Map/Panel Number B5.Suffix B6.FIRM Index Date B7.FIRM Panel 530069 0135 B July 19, 1982 Effective/Revised Date Zone(s) 69.Base se ba base flood depth) h)(Zone July 19, 1982 A3( ) AO,use base Flood depth) B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 89. 9 0 ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source: 811. Indicate elevation datum used for BFE in Item B9: El NGVD 1929 ❑ NAVD 1988 B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Arear(OPA)7 ❑ Yes Designation Date:_ 0 CBRS ❑ OPA ® No SECTION C-BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* 'A new Elevation Certificate will be required when construction of the building is❑complete.Under Construction' ® Finished Construction C2. Elevations-Zones A1-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,ARJAE,AR/A1-A30,AR/AH,AR/AO.Complete Items C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters. Benchmark Utilized:GP1610-2 Vertical Datum: NAVD 1988-3.51'=NGVD 1929 Indicate elevation datum used for the elevations in items a)through h)below. ®NGVD 1929 ❑ NAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used, a)Top of bottom floor(including basement,crawlspace,or enclosure floor) 6.5 b)Top of the next higher floor ®feet ❑meters 10.2 0 feet ❑meters c) Bottom of the lowest horizontal structural member(V Zones only) N/A. d)Attached garage(top of slab) feet ❑meters e)Lowest elevation of machinery or equipment servicing the building N/A. ❑feet ❑meters (Describe 9 9 NiA. ❑feet ❑meters ( type of equipment and location in Comments)f) Lowest adjacent(finished)grade next to building(LAG) 6.7 g)Highest adjacent(finished)grade next to building(HAG) ®feet ❑meters 7.7 ® feet ❑meters h)Lowest adjacent grade at lowest elevation of deck or stairs,including structural support' 6.7 I rr ®feet 0 meters SECTION D-SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICI4TION4''71 ' "'" -1ti. This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation c\ 1 , yf information./certify that the information on this Certificate represents my best efforts to interpret the data available. K I)F> I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. f \- r! L Q Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a p ® Check here if attachments. licensed land surveyor? ® Yes J S Certifier's Name Kent L.Robinson License Number 19583 i it x' Title Surveyor Company Name Northwestern Territories,Inc. `` tt .17'1/1;i� Address 717 So h Peabody City Port Angeles State WA ZIP Code 98362 \,r\- `' -f �: Signature; , - A. •-te 6-17-2014 Telephone (360)452-8491 rt ~/ EMA Form 086-0-33(7/12) See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt..Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: 6912 Beckett Point Road City Port Townsend State WA ZIP Code 98368-5717 Company NAIC Number: SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments An elevation certificate was prepared for this property on 8-17-2010 for a detached garage located across the road from the house in Tract"A". • C - Sig Lure Date 8-17-2014 SECTION E- BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C. For Items E1-E4,use natural grade,if available.Check the measurement used.In Puerto Rico only,enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams)of the building is _ ❑feet ❑meters ❑above or ❑ below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑ meters ❑above or❑ below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑Yes ❑ No ❑ Unknown.The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here.The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in Items G8-G10.In Puerto Rico only,enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFEZor Zone AO. G3. ❑ The following information(Items G4-G10)is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑New Construction ❑ Substantial Improvement 08. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑ meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑ meters Datum G10.Community's design flood elevation: ❑feet 0 meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments. FEMA Form 086-0-33(7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 3 Building Photographs See Instructions for Item A6. IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: 690 Beckett Point Road City Port Townsend State WA ZIP Code 98368-5717 Company NAIC Number: If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View' and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page,use the Continuation Page. v xr• e e- a _ F =7 dF i FRONT VIEW OF HOUSE LOOKING NORTHWEST •t 4 t ENGINEERED FLOOD OPENING - TYPICAL FEMA Form 086-0-33(7/12) Replaces all previous editions. 0 FEMA A ^ '.�.�;. o Ldp ZONE ZONE C LccL / G J _ ` , MPQ/S KW E11WAEtt MIRIAM / - - ppp FIRM ' J of / 1 FLOOD INSURANCE RATE MAP E =.CEO*, m X77 �.I ! Jr' 'cp I. v ZONE V4 „ .yT JEFFERSON COUNTY, ZONE — 1- WASHINGTON 'fl �GFINCOHPoIIA3ED AREAS'co.lul O` ZONE V3 ZONE AT /1 33�F!O. IEE 9� Pv2 _ ieL 24 CJ4EVY CHASE TO I r.,? CAPE GEORGE ROAD• _ O Z NE Al ' PANEL 135 OF 1645 ZONE A3- �/ 231, _.-.- -i s I #.............................. SEE 91 !,- ZONE .V1 l ( ...I Beckett Pt I' UETM1LLEO srvn. „, 1 ��1;. O I1. � COMMUNITT.PANEL NUMBER 1 S30089 0135 9 1:::1., EFFECTIVE DATE. 11111 19.1984 ,i YNm1.......,Nanry,mTI t IW l._.1L _ .. ZONC A .wM[IAr w Lme�T 'M'tlrt N+pen -.,av 4pa nxn vign.tai_I�l e! .J .v ��...v.+n'v Yn'.•y.. III I sag Is w...a.i-v%V%II II I V V I v I..LV 7 Yana I innea. n I Jl 1/ f'ln l ItJMYI act Rl VVh U0300 1p 301).303 01911 ,~ architect(©1 SUl1rest.net if 11S SHEET AS INSTRUMENTS OF SERVICE ARE,AND SHALL REMAIN, THE PROPERTY OF KIRK BOIKE,///6.4 5-1-eve /� iRAWING SHALL HAVE PRECEDENCE OVER SCALED SHALL IONS. CONTRACTOR SHALL VERIFY ALL D THE WORK BEFORE PROCEEDING. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS FROM / — VARIATION SHALL BE RESOLVED BY THIS OFFICE PRIOR TO / G CTOR SHALL ACCEPT FULL RESPONSIBILITY FOR COST TO RECTIFY SAME. --1- Cr'', 4- 33. 2 Tom ;p e..cQ ii- 1 , ,1, MA _ {fir,. ' •!!! '— , 4 -- - -- ;— - i `. fir , - g ,t — ! 1 - _ • 4 a to ry yF —d _• _ ...� ..,.w -I-_ .'jx - cssa3]uarcC, 'J� .l_1 m '— \.4 `S'~ L 7iZ T-14Tt _ _ 12.µ;' C''SaTtG a - GKrp > r°oiae .., el �R ToTis.L v,�l: T _ f ; I ' ;_ I,•, r _ 2(1'L LMX h1 ',S :I'3+_4 I f _ :jam ' T _ —G:F _ .. 4� i?�l - -1-'7n"-1' -. 7 - —` i-iV _... 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S ; 1 ! ! i A I , 3i ! t i I t 1 I I� t` . i 1 „^ 1 x , i t ! ;71---.----,-_• ( : •ISM, ! , 1 I . 1 1 : i ; F • 1 • 1 I . I-7-i ; s r . ! t ! I ww�•�wswul�tIL� i 1 ! � i -rof kidSc. - Acvni dat cL L ( ) \ OOcit< P Po \ • Jefferson County DCD Building Division Correction Notice PERMIT NUMBER OWNER �� JOB LOCATION GQO p�24.-k—X p7 Inspection of this structure has found the following violations: .N% efinK. s�t�v,✓4L S /i 115/.0-3, ®N v You are hereby notified that no more work shall be done upon these premises until the above violations are corrected, unless noted otherwise. When corrections have been made, =II for inspection. Date Inspector) 4 971 y/. BUILD! G DIVISION(360)379-4450 INSPECTION HOTLINE(360)379-4455 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE Pr- • Jefferson County DCD Building Division Correction Notice PERMIT NUMBER OWNER JOB LOCATION C,QO P✓ Inspection of this structure has found the following violations: iA,i ac r /?n/15,#Any m r 14.)•cs r �-oc You are hereby notified that no more work shall be done upon these premises until the above violations are corrected, unless noted otherwise. When corrections have been made, :II for inspection. Date Inspector�Jjhr BUILDI G DIVISION (360)379-4450 INSPECTION HOTLINE(360)379-4455 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE • • Jefferson County DCD Building Division Correction Notice PERMIT NUMBER //'' Ia2 S. OWNER 1/r,'gj2i4�, ����' /� JOB LOCATION Lt, I/e-eXT1" r7" h P Inspection of this structure has found the following violations: T E !t!= NfOU PL4/0 d/J t/16 `2.JLY4 I4 [iklea, sTa./6i M1 7v Leo - ',eloi . `ro 51.1e,=i- ci t!t',ase - A trEo —TD SSE" 4 ✓&,e'i :y eL 74.CAkc&S Weep Srades," > ,le)wrvt. r z-r 4311374//A) CrO M $-r te )647"144,5% You are hereby notified that no more work shall be done upon these premises until the above violations are corrected, unless noted otherwise. When corrections have been made, call for inspection. Date 1/17/17 Inspec BUILDING DIVISION (360)379-4450 INSPECTION HOTLINE(360)379-4455 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE • Jefferson County DCD Building Division Correction Notice PERMIT NUMBER I/ - 664.-54S OWNER JOB LOCATION CEJ - - P;$3, 'r /Cn- Inspection of this structure has found the following violations: 69 �Ll' ii .' !tom rTAJ -WPY-re ,B6 -� P -i%r� ANC is ri-1 *;l El 10M% LTJ aE APA.A. i l C3D�c� Cj . N15 You are hereby notified that no more wor shall be done upon these premises until the above violations are corrected, unless noted otherwise. When corrections have been made, call for inspection. Date /./f' Inspector BUILDING DIVISION (360)379-4450 INSPECTION HOTLINE(360)379-4455 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE • • Jefferson County DCD Building Division Correction Notice PERMIT NUMBER /- 5--g OWNER fl(,( DA- JOB LOCATION i Jc je4ce fn7' Inspection of this structure has found the following violations: / O u LK, -77cie 9 72, G l3 C)7 /7461-tree. 10- Alchohe,' ? t i; t'c' You are hereby notified that no more work shall be done upon these premises until ' the above violations are corrected, unless noted otherwise. When corrections have been made, call for inspection. Date 8--t!%` / 3 Inspector , BUILDING DIVISION (360)379-4450 INSPECTION HOTLINE (360)379-4455 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE Jefferson County Building Divis• ion Permit Number: BLD11-00058 Applicant: AURDAL BUILDING PERMIT INSPECTION APPROVALS applicable Code: 2009 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 ,� _ ( I i / mmum setback from Bec ett Point Road right-of-way shall be 6 feet. ( ,/ Minimum side yard setbacks shall be 5 feet. Minimum rear setback (shoreline)shall be 30 feet from Ordinary High Water Mark(OHWM) and landward of the "historic build line"per the recorded plat. Erosion Control SEE CONDITION 4&5 Foundation Footing t / �/.,-� Footing Drains (alt/ Foundation Stem Wall qi I( (} Underground Plumbing Under Floor Framing Straps(hold downs) [0(—(Y- I( 403 Ext.Shear Wall Nailing / 7 (cf a Rough-in Plumbing l Framing 7/il/i 4 Airseal 7/// Insulation: Walls �' )`0" n Insulation: Floors reil Insulation: Ceiling Int. Shear Wall Nailing (-1,11011, Wallboard Nailing `) Gas Line: Interior (S Line: Exterior Gas e t a(lr(/( �✓1�� Propane Tank /c' (/(c t Heat/Chimney Clearance /y I Blower Airtight Test I /�l-�/iq Or Smoke&CO2 q( t( /c 71/l -t pWellatt Drainage ( ✓`� SEE CONDITION 3 L/(^71.4.___ Address Posted (l (// (rd 2 RID FINAL INSPECTION al/(t /( 7)./ FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • BUILDING PERMIT • Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD11-00058 Received Date: 3/16/2011 SITE ADDRESS: 690 BECKETT POINT RD Issue Date 5/2/2011 PORT TOWNSEND, 98368 Expiration Date 5/2/2012 OWNER: STEVE AURDAL PHONE: 360-732-7211 NANETTE AURDAL PO BOX 256 CHIMACUM WA 98325 BECKETT POINT FISHERMAN'S CLUB SUBDIVISION: Block: Lot: 25 PARCEL NUMBER: 932200525 Section: 23 Township: 30 N Range: 02 W CONTRACTOR: OWNER/BUILDER PHONE: PROJECT DESCRIPTION: ADDITION & REMODEL TO EXISTING SFR and shoreline exemption permit (SDP11-00011) TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP ADD MAIN' 1,012 VALUATION 149,483.00 ADD'L: 414 HEAT TYPE: EEE CODE EDITION: 2009 HEAT BASE: HEAT TYPE: OCCUPANCY. R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: SHORELINE: CONST TYPE: DECK: 141 SETBACK: 7 BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: 05783 Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $1,273.75 LYK 03/16/11 123299 Exist: 1 Exist: 1 Plan Check $827.94 LYK 03/16/11 123299 Prop: 1 Prop: 1 State Building Code $4.50 LYK 03/16/11 123299 Total: 2 Total: 2 Total: $2,106.19 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. Request must be received by 7 am the day the inspection is needed. Office Hours 9:00 am -4:30 pm MONDAY - THURSDAY HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY -SEE ATTATCHED • • CONDITIONS for Building Permit# :BLD11-00058 1.) PRIOR TO ANY GROUND DISTURBING ACTIVITIES, AN ARCHAEOLOGICAL MONITORING PLAN MUST BE PREPARED AND SUBMITTED TO DAHP, THE TRIBES & COUNTY FOR REVIEW AT LEAST TWO (2) WEEKS PRIOR TO ANY GROUND DISTURBANCE. A PROFESSIONAL ARCHAEOLOGIST SHALL BE PRESENT TO MONITOR THE POURING OF THE FOUNDATION AND ANY EXCAVATION ACITIVITES. 2.) PRIOR TO FINAL BUILDING INSPECTION, PROPONENT SHALL PROVIDE THE DEPARTMENT WITH AN ORIGINAL "FINISHED" CONSTRUCTION" FLOOD ELEVATION CERTIFICATE THAT HAS BEEN VERIFIED BYA LAND SURVEYOR, ENGINEER, OR ARCHITECT AUTHORIZED BY LAW TO CERTIFY ELEVATION INFORMATION IN THE STATE OF WASHINGTON. 3.) DESIGN CRITERIA FOR SPLASHBLOCKS: A VEGETATED FLOWPATH OF AT LEAST 50 FEET SHOULD BE MAINTAINED BETWEEN THE DISCHARGE POINT AND ANY PROPERTY LINE, STRUCTURE, STEEP SLOPE, STREAM, WETLAND, LAKE, OR OTHER IMPERVIOUS SURFACE. SENSITIVE AREA BUFFERS MAY COUNT TOWARD FLOWPATH LENGTHS. A MAXIMUM OF 700 SQUARE FEET OF ROOF AREA MAY DRAIN TO EACH SPLASHBLOCK. A SPLASHBLOCK OR A PAD OF CRUSHED ROCK (2 FEET WIDE BY 3 FEET LONG BY 6 INCHES DEEP) SHOULD BE PLACED AT EACH DOWNSPOUT DISCHARGE POINT. NO EROSION OR FLOODING OF DOWNSTREAM PROPERTIES MAY RESULT. FOR SITES WITH SEPTIC SYSTEMS, THE DISCHARGE POINT MUST BE DOWNSLOPE OF THE PRIMARY AND RESERVE DRAINFILED AREAS. 4.) A SILT FENCE SHALL BE INSTALLED LANDWARD OF THE EXISTING BULKHEAD PRIOR TO ANY LAND DISTURBING ACTIVITY. APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT SILT DOES NOT ENTER DISCOVERY BAY. THE MINIMUM HEIGHT OF THE TOP OF SILT FENCE SHALL BE 2 FEET AND THE MAXIMUM HEIGHT SHALL BE 2 1/2 FEET ABOVE THE ORIGINAL GROUND SURFACE. THE SILT FENCE SHALL BE BURIED IN A TRENCH TO A MINIMUM DEPTH OF 5 INCHES BELOW THE GROUND SURFACE. THE TRENCH SHALL BE BACKFILLED AND THE SOIL TAMPED IN PLACE OVER THE BURIED PORTION OF THE SILT FENCE, SUCH THAT NO FLOW CAN PASS BENEATH THE FENCE AND SCOURING CAN NOT OCCUR. ANY DAMAGE TO THE SILT FENCE SHALL BE REPAIRED IMMEDIATELY. SEDIMENT DEPOSITS SHALL EITHER BE REMOVED WHEN THE DEPOSIT REACHES APPROXIMATELY ONE-THIRD THE HEIGHT OF THE SILT FENCE, OR A SECOND SILT FENCE SHALL BE INSTALLED. 5.) CONSTRUCTION ENTRANCES LL BE STABILIZED WHEREVER TRA WILL BE LEAVING A CONSTRUCTION ITE AND TRAVELING ON PAVED ROAD OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM COMPACTED SUBGRADE. QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. (BMP C105, 2005 DOE STORMWATER MANUAL). ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED BY SHOVELING OR STREET SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON STIE. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD, WHICH END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. UPON PROJECT COMPLETION AND SITE STABILIZATION, ALL CONSTRUCTION ACCESSES INTENDED AS PERMANENT ACCESS FOR MAINTENANCE SHALL BE PERMANENTLY STABILIZED. 6.) In a signed letter dated April 16, 2011, the applicant acknowledges that they are proceeding at their own risk without the submittal of a pre-elevevation certificate. The county will use the data provided by NTI so that a pre-elevation flood certificate is not required. However, flood proofing is required and will need to be demonstrated through the building plans (venting) and an original post-elevation flood certificate is still required by a licensed surveyor prior to final building inspection. The County must stress that without a pre-flood elevation certificate applicant is proceeding at your own risk on construction. Should the post-elevation certificate indicate that your are not meeting the base flood elevation, the county will not waive this error and allow the structure to remain as is. It will need to be rebuilt in accordance with FEMA and base flood elevations. 7.) Property owner should be aware that the public right-of-way is reserved for transportation facilities and appurtenances including, but not limited to, the road surface, shoulders, drainage ditches or pipes, walking paths or sidewalks, cut and fill slopes, and franchised utilities (power, water, phone, sewer etc.). Under no circumstances shall any development be allowed on the public right-of-way or interfere with maintenance of transportation facilities, drainage facilities, or utilities. 8.) 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. 9.) 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. 10.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator). 11.) Critical Aquifer Recharge Areas may require special protection measures to mitigate water quality degradation. The submitted proposal does not require additional aquifer protection measures. However, during construction the project shall follow the Best Management Practices (BMPs) and facility design standards as identified and defined in the Stormwater Management Manual for the Puget Sound Basin. 12.) The project shall comply with Construction Stormwater Pollution Prevention (SWPP) Elements#1 through #12 of the Department of Ecology's Stormwater Management Manual for Western Washington to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. • • 13.) 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. 14.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 15.) 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 automobile 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 requirements 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. 16.) A minimum of two (2)on-site parking spaces shall be provided for the single family residence. 17.) Pre-existing legal lots of record less than one acre in size in rural residential districts are subject to the stormwater requirements Chapter in Cha ter 18.30 JCC and must meet the"Area of Impervious Surface Coverage"to the maximum extent practicable as determined by the administrator. Lot coverage is defined as amount of impervious surface, which includes rooftops, driveways, concrete, etc. 18.) The building height is not to exceed 35 feet. 19.) 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. 20.) 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. 21.) Minimum setback from Beckett Point Road right-of-way shall be 6 feet. Minimum side yard setbacks shall be 5 feet. Minimum rear setback(shoreline) shall be 30 feet from Ordinary High Water Mark (OHWM) and landward of the"historic build line" per the recorded plat. 22.) Flood hazard reduction measures are to be used as required by the Jefferson County Flood Damage Prevention Ordinance 07-0515-06 (Jefferson County Code Chapter 15.15). 23.) Construction Materials and Methcilkf Construction to Reduce Flood Hazard • (i)All new construction and substantial improvements shall be constructed with materials and utility equipment resistant to flood damage. (ii) All new construction and substantial improvements shall be constructed using methods and practices that minimize flood damage. (iii) Electrical, heating, ventilation, plumbing, and air-conditioning equipment and other service facilities shall be designed and/or otherwise elevated or located so as to prevent water from entering or accumulating within the components during conditions of flooding. Locating such equipment below the base flood elevation may cause annual flood insurance premiums to be increased. 24.) New construction and substantial improvement of any residential structure shall have the lowest floor, including basement, elevated one foot or more above the base flood elevation (BFE). 25.) Fully enclosed areas below the lowest floor that are subject to flooding are prohibited unless designed to automatically equalize hydrostatic flood forces on exterior walls by allowing for the entry and exit of floodwater. Designs for meeting this requirement must either be certified by a registered professional engineer or architect or must meet or exceed the following criteria: a. A minimum of two openings having a total net area of not less than one square inch for every square foot of enclosed area subject to flooding shall be provided. b. The bottom of all openings shall be no higher than one foot above grade. c. Openings may be equipt with screens, louvers, or other coverings or devices provided that they permit the automatic entry and exit of floodwater. 26.) Utilities shall be designed as specified in 15.15.080(c) of Jefferson County Flood Damage Prevention Ordinance 07-0515-06 (Jefferson County Code Chapter 15.15)which states: (i) All new and replacement water supply systems shall be designed to minimize or eliminate infiltration of flood waters into the systems; (ii) Water wells shall be located on high ground that is not in the floodway; (iii) New and replacement sanitary sewage systems shall be designed to minimize or eliminate infiltration of flood waters into the systems and discharges from the systems into flood waters; (iv) Onsite waste disposal systems shall be located to avoid impairment to them or contamination from them during flooding. 27.) 1) All new construction and substantial improvements shall be anchored to prevent flotation, collapse, or lateral movement of the structure. 2) All manufactured homes shall be anchored to prevent flotation, collapse, or lateral movement, and shall be installed using methods and practices that minimize flood damage. Anchoring methods may include, but are not limited to, use of over-the top or frame ties to ground anchors.