The URL can be used to link to this page

Home My WebLink AboutBLD2011-00058 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 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 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 ': 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 • • 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.