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Home My WebLink AboutBLD2009-00314 THIS BUILDING IS NOT FINALED . PERMIT WAS CANCELLED PRIOR TO RECEIVING ALL INSPECTIONS AND HAS NOT BEEN ISSUED A CERTIFICATE OF OCCUPANCY. • BUILDING PERMIT • Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD09-00314 SITE ADDRESS: 1153 FLASH RD Received Date: 9/17/2009 QUILCENE, 98376 Issue Date 12/28/2009 Expiration Date 12/28/2010 OWNER: FRED T PLEINES LORRAINE PLEINES PHONE 360-374-5886 1755 BOGACHIEL WAY FORKS WA 98331-9692 SUBDIVISION: Block: Lot: TX 10 PARCEL NUMBER: 701283001 Section: 28 Township: 27 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE PROJECT DESCRIPTION: NSFR W/ATT GARAGE & U/G 250 GAL PROP TANK TYPE OF WORK RES SQUARE FOOTAGE TYPE OF IMP NEW VALUATION 375,000.00 MAIN: 2,433 HEAT TYPE: ADD' CODE EDITION: L: EEE 2006 HEAT BASE: HEAT TYPE: HTP OCCUPANCY: R_3 OCCUPANCY: UNHEATED: # OF STORIES: CONST TYPE: 5N OTHER: CONST TYPE: GARAGE: 580 SHORELINE: DECK: 205 SETBACK: SEWAGE DISPOSAL: CON BANK HEIGHT: WATER SYSTEM: PWELLType Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $2,533.75 LYK 09/17/09 110927 Exist: 0 Exist: 0 Plan Check $1,646.94 LYK 09/17/09 110927 Prop: 3 Prop: 3 State Building Code Total: 3 Total: 3 $4.50 LYK 09/17/09 110927 Potable Water Application $62.00 LYK 09/17/09 110927 Total: $4,247.19 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 3 pm the day before inspection is needed. Monday Inspections must be received by 3 pm on Thursday before inspection is needed. Office Hours 9:00 a.m. -4:30 p.m. HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY -SEE ATTATCHED Jefferson County Building •sion Permit Nur: BLD09-00314 ES BUILDING PERMIT INSPECTION APPROVALS applicable Code: 2006 International BuildingCodes To schedule inspections, call (360)379-4455 ' 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 - Erosion Control Foundation Footing Footing Drains Foundation Stem Wall � -lb-lo n Underground Plumbing Under Floor Framing Straps(hold downs) Ext. Shear Wall Nailing Rough-in Plumbing ---- Framing Blocking Airseal Insulation: Walls Insulation: Floors Insulation: Ceiling _. - Int. Shear Wall Nailing Wallboard Nailing Gas Line: Interior MI Gas Line: Exterior FI®M PRIIIIIIIIIII Propane Tank t 4 L a #c�,‘ WENII M Heat/Chimney Clearance Fireplace Insert Fireplace Insert Masonary Fireplace Drywell/Alt Drainage Address Posted IIIILI J FINAL INSPECTION yLA M,k_ 4 �I-� �r ' 11 .. " , FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR CONDITIONS for Building Permit# :BLD•0314 • 1.) 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. 2.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ: Water conservation measures: 1. Roof and other intercepted precipitation shall be routed to on-site detention ponds and/or other approved means and allowed to be released to the soil slowly. 2. Water collected from Storm water and roof catchments may be used for watering lawns and gardens. Unless catchment water has been treated to meet drinking water standards, there shall be no cross connections allowed between the potable supply and impounded water. 3. Water withdrawn from wells on each property shall not be used for watering of lawns and/or gardens. 4. Ground water withdrawn from each property shall be restricted to a rate of three (3) gallons per minute. 5. Installation of water conserving fixtures such as low flow toilets, faucets and shower restrictors and other water saving plumbing fixtures. 6. Landscaping plan (xeriscaping, native vegetation with minimal amounts of irrigation). Please NOTE that the above listed measures are not intended to be exhaustive, but rather is intended to be illustrative of the types of water conservation measures. 3.) A Geotechnical Report was submitted in conjunction with this application. The report addressed the stability of the geologic hazard area. A setback of 30-feet shall be measured perpendicularly from the top or toe of the geologic hazard to the proposed residence. 4.) PRIOR TO FINAL BUILDING OCCUPANCY, PROPONENT SHALL SUBMIT A WRITTEN LETTER FROM A GEOLOGIST LICENSED IN THE STATE OF WASHINGTON STATING THAT THE STRUCTURE AND FACILITIES HAVE BEEN CONSTRUCTED IN CONFORMANCE WITH THE REQUIREMENTS OF THE "GEOLOGY HAZARD EVALUATION" PREPARED BY STRATUM GROUP DATED AUGUST 1, 2001 AND ALSO THE "GEOTECHNICAL REVIEW FOR PROPOSED DRAINAGE SYSTEM LOCATION" PREPARED BY NTI DATED JUNE 25, 2009. THE LETTER SHALL BE STAMPED BY THE LICENSED GEOLOGIST/ENGINEER. 5.) 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. 6.) The project shall adhere to the Best Management Practices (BMPs) 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. 7.) An engineered stormwater 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. 8.) PRIOR TO FINAL BUILDING 0JPANCY, PROPONENT SHALL SUBMIT ORIGINAL WRITTEN LETTER OM NTI ENGINEERING & LAND SURVE G STATING THAT THE STORMWATER FACILITY HAS BEEN CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE "DRAINAGE AND EROSION CONTROL REPORT" DATED AUGUST 6, 2009 AS SIGNED BY KATE WADDELL, PE OF NTI ENGINEERING & LAND SURVEYING. 9.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 10.) 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. 11.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 12.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 13.) The building height is not to exceed 35 feet. 14.) Setback from the access easement right-of-way is no less than 20 ft., side and rear setbacks are no less than 5 ft. If an environmentally sensitive area (ESA) is present, then the more restrictive setback shall apply. 15.) A vegetative buffer of 30-feet shall be permanently maintained from the top or edge of the Landslide Hazard Area. All buffers shall be measured perpendicularly from the top of the Landslide Hazard Area. 16.) Landslide Hazard Areas and their associated buffers shall remain naturally vegetated. Should buffer disturbance occur during construction, the Unified Development Code (UDC)Administrator shall require replanting with native vegetation. No alterations shall be made to the Landslide Hazard Area or its associated buffer without prior authorization by the UDC Administrator. 17.) Prior to and during approved construction activities, the perimeter of the landslide hazard area buffer shall be marked with a temporary sign. The sign shall be placed in such a manner that it can be directly observed from the construction area. The sign shall contain the following statement: "Landslide Hazard Area and Buffer- Do not Remove or Alter Existing Vegetation." 18.) All construction activities shall not encroach upon the landslide hazard buffer. This includes the storage or preparation of materials. 19.) The applicant shall permanently separate the boundary of the Landslide Hazard Area Buffer from the remainder of the subject property through installing logs, trees, a hedge row, or any other prominent physical marking approved by the UDC Administrator. 20.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ: 1. Installation of a flow meter. 2. On-going well monitoring for chloride concentration. 3. Submittal of monitoring data to County. 21.) THE PROPOSAL SHALL COM,WITH ALL OF THE CONCLUSIONS AN RECOMMENDATIONS FOUND THE GEOLOGY HAZARD EVALUATION EPARED BY STRATUM GROUP DATED AUGUST 1, 2001 AND WITH THE GEOTECHNICAL REVIEW FOR PROPOSED DRAINAGE SYSTEM LOCATION PREPARED BY NTI ENGINEERING & SURVEYING DATED JUNE 25, 2009. • Sally Ellis From: ZUKERBERG, MICHELE (DNR) <MICHELE.ZUKERBERG@dnr.wa.gov> Sent: Thursday, December 01, 2016 11:32 AM To: Sally Ellis Subject: FW: DNR recently purchased property 1153 Flash Rd. in Quilcene WA 98376 Parcel# 701283001 Follow Up Flag: Follow up Flag Status: Flagged Hi Sally The SEPA Center forwarded your message to me. DNR plans to demo the foundation and other structures located at 1153 Flash Rd in Quilcene so that we can restore the property to native forest habitat. I am in the process of developing the contract for that demolition and it will be the contractor's responsibility to get the demo, septic and well decommissioning permits they need from Jefferson County. Please let me know if you need more information on this property. Thanks, Michele From:Sally Ellis [mailto:SElliseco.iefferson.wa.us] Sent:Thursday, December 01, 2016 8:41 AM To: DNR RE SEPACENTER<SEPACENTER . dnr.wa.:ov> Subject: DNR recently purchased property 1153 Flash Rd. in Quilcene WA 98376 Parcel#701283001 Good morning I am hoping you can help me, but directing me to whomever I should talk with at DNR regarding a piece of Property DNR recently purchased. The Parcel#701-283-001 Address 1153 Flash Rd. Quilcene, WA The old owner was Fred Pleines Mr. Pleines had and open building permit for this property, PERMIT Number BLD09-00314 I need to know if DNR wishes to keep this permit open, and if so a Renewal fee is due. I would assume that DNR has no intention of building a Single Family Residence on this property and that the permit should be canceled- however I do need this in writing from DNR. ISI Again- I was hoping that you could be so kind and possible tell me whom I should speak with at DNR and or if you could possible forward this email off to whomever that person is. I truly appreciate your assistance, suggestions and thank you for your time. Sincerely ON 1Yi „ ,04 Sally L Ellis Jefferson County Community Development Permit Technician 621 Sheridan St., Port Townsend,WA 98368 Mon-Thurs 9am-4:30pm,closed from 12-1 Ph: 360-379-4452 Fax: 360-379-4451 sellis@co.jefferson.wa.us http://www.co.jefferson.wa.us 2 • • Sally Ellis From: Sally Ellis Sent: Friday, October 28, 2016 11:35 AM To: Jodi Adams Subject: BLD09-00314 Renewal notice Hey Jodi- I am trying to get the Renewal Letters out. I know Fridays are currently sent for me to Study for Permit Tech. test. But as you know Fridays are really the only day I have that I am not subject to the public—walk ins and is honestly the only time I really have to work on Building Renewals that are more than 5 years old. I am not sure how you wish for me to proceed here- but it makes me feel bad when I have not had any time to get these letters out- I have came a long way on the Letter side of these very old permits! As you know some of our permit are 33 years old and I appreciate your assistance in helping me, us develop SOP on how or what we do with Building permits that are 5 years or older. So anyhow with that said, I came across a permits that is 7 years Parcel#701-283-001 (PLEASE NOTE IT HAD A SHORELINE EXEMPTION AS WELL) The permit has not had inspections since 2011 and it was Propane inspection performed by Jim Coyne. Below is the picture from the Assessor page- Looks like a Garage to me- ':;4:1• • . g The permit is for NSFR with Attached Garage and 250 Gal. Propane Tank. Only inspections performed or logged on our building permit file are as follows: Setback 07/10/ Foundation footing 07/29/10 Footing Drain 09/03/10 Foundation Stem wall 08/16/10 Gas line 07/18/11 Propane tank 07/18/11 WEIRD-Why propane tank lines- if all we have done is Foundation- Anyhow- The Assessor page also tells me that WA. ST. DNR just purchased this property on 10/13/16. 1 • So this lends me too- LIKE WOW-What should we do with this permit? I am curio'if DNR is planning to restore this property to its natural state. Possible will be asking us for a DEMO permit- No CAM form under this parcel! Like WOW how do you suggest I proceed? Thank you Sally L Ellis Jefferson County Community Development Permit Technician 621 Sheridan St., Port Townsend,WA 98368 Mon-Thurs gam-4:30pm, closed from 12-1 Ph: 360-379-4452 Fax: 360-379-4451 sellis@co.jefferson.wa.us http://www.co.'efferson.wa.us 2 • Cri, z DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street,Port Townsend,WA 98368 Tel:360.379.4450 Fax:360.379.4451 Web:www.co.jefferson.wa.us/communitydevelopment 17-`J/p sc.OL. E-mail:dcdOco.jefferson.wa.us 8-ttj' FRED T PLEINES LORRAINE PLEINES • PO BOX 2038 VU— I —1. IS parCIS FORKS WA 98331-2038 RE: PERMIT RENEWAL (First Notice) no i A l __— SITE ADDRESS: 1153 FLASH RD �► ►�J l/� PERMIT#: BLD09-00314 PARCEL: 701283001 DATE EXPIRES: 12/28/2016 PROJECT DESCRIPTION: NSFR W/ATT GARAGE & U/G 250 GAL PROP TANK According to our records, your building permit will expire on 12/28/2016 and has not yet passed final inspection. Please either schedule a final inspection prior to expiration or submit a renewal payment in the amount of$255 to 621 Sheridan St., Port Townsend, WA 98368 prior to expiration. You are welcome to make a payment online at: http://www.co.jefferson.wa.us/commdevelopment/Credit%20Card.htm To schedule an inspection, please contact our inspection hotline at 360-379-4455 and have your approved permit and plans available on-site. If you have any questions about your permit, you can contact our office at 379-4450 between 9:00 a.m. and 4:30 p.m. Monday through Thursday. Thank you, Community Development Permit Technician 360-379-4450 dcd@co.jefferson.wa.us SITE ADDRESS: 1153 FLASH RD PERMIT#: BLD09-00314 PARCEL: 701283001 DATE EXPIRES: 12/28/2016 PAYMENT ENCLOSED: $255 \\tidemark\data\forms\F_BLD_REN_NOTICE 1_BTCH.rpt Jefferson County Assessor & *surer -Property Details - 14 STATE àWASHINGT... Page 1 of 3 Jefferson County Assessor & Treasurer 17614 STATE OF WASHINGTON-DNR for Year 2015 -2016 Property Account Property ID: 17614 Legal Description: 528 T27 R1W TAX 10 WITH EASE Parcel Number: 701283001 Agent Code: Type: Real Tax Area: 0321-1-48F2E2H2C2L1 Land Use Code 11 Open Space: N DFL N Historic Property: N Remodel Property: N Multi-Family Redevelopment: N Township: 27N Section: 28 Range: 1W Location Address: 1153 FLASH RD Mapsco: QUILCENE,WA 98376 Neighborhood: S28,S29,532,533 T27N R1W CHILDS/GRINDLE/PICKETT/HUDSON SP Map ID: Neighborhood CD: 2350 Owner Name: STATE OF WASHINGTON-DNR Owner ID: 28049 Mailing Address: PO BOX 47014 %Ownership: 100.0000000000% OLYMPIA,WA 98504-7014 Exemptions: EX Pay Tax Due Select the appropriate checkbox next to the year to be paid.Multiple years may be selected. Year-Statement ID Tax Assessment Penalty Interest Total Due 2016-7411(Balance) $913.13 $21.60 $0.00 $0.00 $934.73 Total Amount to Pay:$ *Convenience Fee not included Taxes and Assessment Details Property Tax Information as of 10/28/2016 Amount Due if Paid on: . NOTE:If you plan to submit payment on a future date, make sure you enter the date and click RECALCULATE to obtain the correct total amount due. Click on"Statement Details"to expand or collapse a tax statement. Year Statement ID ; first Half Second; Half Penalty Interest Base Paid ' Amount Due Base Amt. Base Amt. k.Statement Details 'q016 7411 $935.28 $934.73 $0.00 $0.00 $935.28 $934.73 Statement Details ,2015 7445 $911.18 $910.57 $0.00 $0.00 $1821.75 $0.00 Values (+)Improvement Homesite Value: + $0 (+)Improvement Non-Homesite Value: + $9,900 (+)Land Homesite Value: + $0 (+)Land Non-Homesite Value: + $185,200 (+)Curr Use(HS): + $0 $0 (+)Curr Use(NHS): + $0 $0 (_)Market Value: _ $195,100 (—)Productivity Loss: — $0 (=)Subtotal: _ $195,100 (+)Senior Appraised Value: + $0 http://trueweb.j effcowa.us/propertyaccess/Property.aspx?cid=0&year=2015&prop_id=17... 10/28/2016 Jefferson County Assessor & T,surer - Property Details - 14 STATE W ASHINGT... Page 2 of 3 (+)Non-Senior Appraised Value: + $195,100 (=)Total Appraised Value: = $195,100 (-)Senior Exemption Loss: - $0 (-)Exemption Loss: - $195,100 (=)Taxable Value: = $0 Taxing Jurisdiction Owner: STATE OF WASHINGTON-DNR Ownership: 100.0000000000% Total Value: $195,100 Tax Area: 0321-1-48F2E2H2C2L1 Levy Code Description Levy Rate T Appraised Value Taxable Value Estimated Tax CE COUNTY CURRENT EXPENSE 1.6166511540 $195,100 $0 $252.50 CNTYDD DEVELOPMENTAL DISABILITIES 0.0093336571 $195,100 $0 $1.46 CNTYVET VETERANS RELIEF 0.0094511286 $195,100 $0 $1.48 MENTAL MENTAL HEALTH 0.0093336571 $195,100 $0 $1.46 ROADS COUNTY ROADS 1.0759003337 $195,100 $0 $168.04 ROADSCU COUNTY ROADS TO CUR EXP 0.2182618126 $195,100 $0 $34.09 HOS2B0ND HOSP DIST#2 GO BOND 2004 NON VOTED 0.0551017674 $195,100 ,100 $0 $8.61 H0SP2CASH HOSP DIST#2 GENERAL 0.0362024263 $195 100 $0 $5.65 SCH48B0ND SCHOOL DIST#48 BOND 1998 0.4867239819 $195,100 $0 $76.02 'SCH48M0 SCHOOL DIST#48 M&0 1.5876967155 $195,100 $0 $247.98 CEM2 CEMETERY DIST#2 GENERAL 0.0361957198 $195,100 $0 $5.65 CONSERVE CONSERVATION FUTURES 0.0482017953 $195,100 $0 $7.53 FD2 FIRE DIST#2 GENERAL 1.2523337531 $195,100 $0 $195.60 LIB1 LIBRARY DIST#1 GENERAL 0.4999999988 $195,100 $0 $78.09 PORTPT PORT OF PT GENERAL 0.2030873505 $195,100 $0 $31.72 PUD1 PUD#1 GENERAL 0.1089779530 $195,100 $0 $17.02 STATE STATE LEVY(SCHOOL) 2.1075214672 $195,100 _._.. __........ $0 $329.17 _..._....... Total Tax Rate: 9.3609746719 Taxes w/Current Exemptions: $1,462.07 Taxes w/o Exemptions: $1,826.31 Improvement/Building Improvement#1: Residential Bldg State Code: 19 0.0 sqft Value: $9,900 Type Description Class Sub Year Area CD Class CD Built GARAG Garage(Table Not Dep) 4 * 0 440.0 Sketch No sketches available for this property. Property Image This property contains TIFF images.Click on the button(s)to download the full image(which may contain multiple pages). u http://trueweb.jeffcowa.us/propertyaccess/Property.aspx?cid=0&year=2015&prop_id=17... 10/28/2016 Jefferson County Assessor & Tsurer - Property Details - 14 STATE OOWASHINGT... Page 3 of 3 s :''.tiz _... _ec Land # Type Description Acres Sqft ; Eff Front Eff Depth Market Value Prod.Value W/Good Access/Topo/Utility 1 2350-1525F Med/High Bank Wtrfrt 0.0000 0.00 0.00 0.00 $115, ..: 000 $0 2 2350-1535F High Bank/Bluff View Wtrfrt W/Limited Access/Topo 0.0000 0.00 0.00 0.00 $70,200 $0 1. Roll Value History Year Improvements Land Market :Current Use Total Appraised Taxable Value 2016 N/A _.__. W..... N/A N/A N/A N/A 2015 $9,900 $185,200 $0 $195,100 $0 2014 $9,900 $180,200 $0 $190,100 $190,100 Deed and Sales History # Deed Type . Description Grantor Grantee Volume ; Page . Sale Price Excise [ Date Number ° D 1 10/13/2016 SWD Statutory Warranty Deed FRED T PLEINES STATE OF WASHINGTON DNR $417,500.00 126473 2...12/15/1999 QCD Quit. Claim Deed O'RAVEZ,WILLIAM J/DONNA O'RAVEZ FAMILY LLC 0 0 $0.00 88637 0 3 12/09/1994 SWD Statutory Warranty Deed PEDERSON,JANET N/MARY LO PLEINES,FRED T/LORRAINE 0 0 $130,000.00 75844 0 Payout Agreement No payout information available.. rastN; This website is under active development.Some functionality is not yet available and data is not guaranteed. Assessor Home_Page Treasurer Home Page County.Maps Permits Disclaimer website version:9.0.40.29 Database last updated on:10/28/2016 3:27 AM ©N.Harris Computer Corporation http://trueweb.j effcowa.us/propertyaccess/Property.aspx?cid=0&year=2015&prop_id=17... 10/28/2016 Sh • • //7//4 Department Of Community Development 621 Sheridan St Port Townsend Wa 98368 Re: Permit BLD09-00314 To whom it may concern: Please find enclosed our ck in the amount of$228.00 to extend our building permit for an additional year. As you know the economy has been very bad,we did not work the year of 2010 and only worked 6 months in 2011. We are working now but still behind. We are trying to build this house for our retirement and pay as we go. We have the foundation, septic,well and the power in and stubbed to the foundation. We are saving and hoping to be able to frame this coming 2015. If you have any questions please feel free to contact us at 360 374 5886 Thank you Fred& Lorraine Pleines IJ 1 �� I�C� L� Odls NOV 1 3 2014 Jt+PERSON COUNn L.___f)E I OF COMMUNITY DEVELOPMENT • • BUILDING PERMIT EXPIRATION NOTICE Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD09-00314 SITE ADDRESS: 1153 FLASH RD Date Issued: 12/28/2009 QUILCENE, WA 98376 Date Expires: 12/28/2010 APPLICANT: FRED T PLEINES LORRAINE PLEINES 1755 BOGACHIEL WAY FORKS WA 98331-9692 SUBDIVISION: BLOCK: LOTS: TX 10 PARCEL: 701283001 Section: 28 Township: 27N Range: 01 W According to our records, YOUR BUILDING PERMIT HAS NOT PASSED A FINAL INSPECTION AND WILL EXPIRE ON 12/28/2010. To keep your building permit active you must pay a$213 renewal fee. This will keep your permit active for one year after the date of expiration. If renewal fee is not paid by lime of expiration, no more inspections can be performed until received. A Final Occupancy will not be approved until the septic system permit is finaled by the Environmental Health Department. Please contact our office if you have any questions. Sincerely, b Permit Technician cc:file I:\F_BLD_Permit Exp_Ntc.rpt BUILDING PERMIT EXPIRATION NOTICE Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD09-00314 SITE ADDRESS: 1153 FLASH RD Date Issued: 12/28/2009 QUILCENE, WA 98376 Date Expires: 12/28/2013 APPLICANT: FRED T PLEINES LORRAINE PLEINES PO BOX 2038 FORKS WA 98331-2038 SUBDIVISION: BLOCK: LOTS: TX 10 PARCEL: 701283001 Section: 28 Township: 27N Range: 01 W According to our records, YOUR BUILDING PERMIT HAS NOT PASSED A FINAL INSPECTION AND WILL EXPIRE ON 12/28/2013. To keep your building permit active you must pay a $228 renewal fee. This will keep your permit active for one year after the date of expiration. If renewal fee is not paid by time of expiration, no more inspections can be performed until received. Please contact our office if you have any questions. Sincerely, Permit Technician \\tidemark\data\forms\F_BLD_Perm it_Exp_Ntc.rpt ' 11!-T41/1 • OGLECOPY h A R C H I C T S L•. 319 s.peabody,suite b,port angeles,wa 98362 - 360.452.6116/fax 360.452.7064 Project: rlt5Project No. • S L.iect: LAi .. By: C.D C A • Date: fpfr 2001 of i 4 w'Sheet I 1, ,. A' '� • .rA.C2-7- 76.L.lr N : •4.7 f^n p as r✓+3.-Nrr .e L r,r1 S Y1 rn ► G., • • • • • • • • • LINDBER V vIITH A R C H I -I�...E C T S 319 S.Peabody,Suite B.,Port Angeles,WA 98362 360.452.6116/fax 360.452.7064 contact(alindarch.com/www.lindarch.com Project: "--- -13-1v.5-5, Project No. Subject: 1-47'$p..1L. By: e...57' Date: MAI Z.noc Sheet Z of SHEAR WALL SUMMARY W L H V V/L SW VH- WL/2 POST HOLD DOWN A 1t Ib' "7v- 71 r 5 ,"i 5 ,, 2153 5'74- ' 54S1 3" WiDui 5. 51752, 5- h 22 , 5 X33 15 )1,,, S .....,"'.'50.61 !SI .. `" ..- Co i& 220 ( 11)55 3" ADIA2- 51;61.5 c, 1O , 5 1750 ) 411, .. 2Z 3023 ) (,vc - - I 12 . 5 2Z -2 100 - - - 1 15 `7 toGo 5 I I - .. 2 I I 22-I a 201 ( )413 3" P DA 2- *50.5 5 IO%6 1404-7 1 °l w ... 4 1 . 121 12 ei - - 10 160$ 1 Ito 6 13 ,to5 22 ! 1'02. 1 Pr>42 - '5 ,45 7 2E0 3(35 112- zp - , 8 5' Ibo2 1 41- tc - - 1 13 -20)4 156 b - - - 1 , I l k.,, 115 2 44 - - -- 912 aV1 5tm°2 Ci '5Th 2.4 pa..,t , 2, Nt 5. . 52 ,5- /-)oL9 MN Ai -,0 Vi17tF S1 A ©r4 6 ) to o. p , v ..\DO'1 •d--,t352f ,"J,0jJ7 c f'V I/ALLOFIT/FIRMINFO/FORMS/SHEARWAL • • • ! 1 A. PLYWOOD OR O.S.B.SHEAR WALLS 1. MAXIMUM SHEAR=250 P.L.F. USE %"SHEATING—ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 6" O.C. FOR FRAMING, USE DF NO.2. PROVIDE%" DIAMETER ANCHOR BOLTS AT 32"O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 2. MAXIMUM SHEAR=315P.L.F. USE W SHEATING—ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 5" O.C. FOR FRAMING, USE DF NO.2. PROVIDE %"DIAMETER ANCHOR BOLTS AT 32"O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 3. MAXIMUM SHEAR=375 P.L.F. USE%"SHEATING—ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 4" 0.0. FOR FRAMING, USE 3X DF NO.2. PROVIDE%" DIAMETER ANCHOR BOLTS AT 24"O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 4. MAXIMUM SHEAR=490 P.L.F. USE%"SHEATING—ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 3" O:C. FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 5/8" DIAMETER ANCHOR BOLTS AT 32"O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 5. MAXIMUM SHEAR =560 P.L.F. USE W SHEATING—ONE SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 3"D.C. - FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 5/8" DIAMETER ANCHOR BOLTS AT 24"O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 6. MAXIMUM SHEAR=685 P.L.F. USE 6" SHEATING—ONE SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 2 1/2"O.C. STAGGERED. FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 5/8"DIAMETER ANCHOR BOLTS AT 20"O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 7. MAXIMUM SHEAR=770 P.L.F. - USE%"SHEATING—ONE SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 2"O.C. STAGGERED. FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH.ANCHOR BOLTS. PROVIDE 5/8"DIAMETER ANCHOR BOLTS AT 18"O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. • • • • • • • 8. MAXIMUM SHEAR= 870 P.L.F. USE'/"SHEATING—BOTH SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 3 1/2" O.C. FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 3/4" DIAMETER ANCHOR BOLTS AT 20"O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 9. MAXIMUM SHEAR=980 P.L.F. USE Y2" SHEATING—BOTH SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 3"O.C. FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 3/4" DIAMETER ANCHOR BOLTS AT 18"O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 10. MAXIMUM SHEAR= 1,200 P.L.F. USE'/"SHEATING—BOTH SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 3"O.C. STAGGERED. FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE.3/4" DIAMETER ANCHOR BOLTS AT 14"O.C. MAXIMUM SPACING AT THE • FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 11. MAXIMUM SHEAR= 1,540 P.L.F. USE%"SHEATING—BOTH SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 2"O.C. STAGGERED. FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 3/4" DIAMETER ANCHOR BOLTS AT 11" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 12. MAXIMUM SHEAR= 1,740 P.L.F. USE 5/8"SHEATING—BOTH SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 2"O.C. STAGGERED. FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 3/4" DIAMETER ANCHOR BOLTS AT 9" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. • • • • _., ' Roof Beam(2000 International Building Code(97 NDS)1 Ver:6.00.7 By: Charles Smith , Lindberg&Smith on: 05-13-2009 :08:12:37 AM Project: PLEINES-Location: ROOF 1 Summary: 3.5 IN x 7.25 IN x 5.5 FT /#2-Douglas Fir-Larch-Dry Use Section Adequate By: 67.6% Controlling Factor:Area/Depth Required 5.39 In Deflections: DLD= 0.02 IN Dead oadLLD= 0.03 IN =U1901 Total e Load:Load: TLD= 0.06 IN= U1138 Reactions (Each End):LiLL-Rxn= 825 LB Deadea LLoa:Load: DL-Rxn= 553 LB Total Load: TL-Rxn= 1378 LBBearing Length Required (Beam only, support capacity not checked): BL= 0.63 IN Beam Data: Span: LuL= 5.5 FT 2.0 FT Maximum Unbraced Span: RP=Lu= 0 : 12 Pitch Of Roof: 240 Live Load Deflect. Criteria: U 40 Total Load Deflect. Criteria: Roof Loading: LL1= 25.0 PSF Roof Live Load-Side One: LL1= 25.0 PSF Roof Dead Load-Side One: DL1= 2.0 FT Tributary Width-Side One: TWLL2= 25.0 PSFT Roof Live Load-Side Two: LL2= 5.0 PSF Roof Dead Load-Side Two: DL2= 10.0 FT Tributary Width-Side Two: Cd= 1 Roof Duration Factor: gS d= 6 PLF .15 Beam Self Weight: Slope/Pitch Adjusted Lengths and Loads: 5 FT Adjusted Beam Length: Ladi=wL= 5.5.305 PTF Beam Uniform Live Load: wD adl= 201 PLF Beam Uniform Dead Load: —wT= 501 PLF Total Uniform Load: Properties For:#2-Douglas Fir-Larch 900 PSI Bending Stress: Fb=F95 PSI Shear Stress: E= 1600000 PSI Modulus of Elasticity: Fc_per = 625 PSI Stress Perpendicular to Grain: Adjusted Properties Fb'= 1342 PSI Fb'(Tension): Adjustment Factors: Cd=1.15 CI=1.00 Cf=1.30 Fv'= 109 PSI Fv': Adjustment Factors: Cd=1.15 Design Requirements: M= 1895 FT LB Controlling Moment: 2.75 ft from left support Critical moment created by combining all dead and live loads. V= 1103 LB Controlling Shear: At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Sreq= 16.95 IN3 Section Modulus(Moment): S= 30.66 IN3 Area(Shear): Areq= 15.14 IN2 A= 25.38 IN2 Moment of Inertia(Deflection): Ireq= 17.59 IN4 I= 111.15 IN4 •S . • • Roof Beamf 2000 International Building Code(97 NDS)1 Ver:6.00.7 By: Charles Smith , Lindberg&Smith on: 05-13-2009 : 08:18:28 AM Project: PLEINES-Location: ROOF 2 Summary: 3.5 IN x 9.25 IN x 8.0 FT /#2- Douglas Fir-Larch-Dry Use Section Adequate By:6.2% Controlling Factor: Section Modulus/Depth Required 8.98 In Deflections: Dead Load: DLD= 0.06 IN Live Load: LLD= 0.09 IN = U1062 Total Load: TLD= 0.15 IN = U635 Reactions(Each End): Live Load: LL-Rxn= 1450 LB Dead Load: DL-Rxn= 974 LB Total Load: TL-Rxn= 2424 LB Bearing Length Required (Beam only, support capacity not checked): BL= 1.11 IN Beam Data: Span: L= 8.0 FT Maximum Unbraced Span: Lu= 2.0 FT Pitch Of Roof: RP= 5 : 12 Live Load Deflect. Criteria: L/ 240 Total Load Deflect. Criteria: U 180 Roof Loading: Roof Live Load-Side One: LL1= 25.0 PSF Roof Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 1.0 FT Roof Live Load-Side Two: LL2= 25.0 PSF Roof Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 13.5 FT Roof Duration Factor: Cd= 1.15 Beam Self Weight: BSW= 8 PLF Slope/Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= 8.0 FT Beam Uniform Live Load: wL= 363 PLF Beam Uniform Dead Load: wD_adj= 243 PLF Total Uniform Load: wT= 606 PLF Properties For:#2-Douglas Fir-Larch Bending Stress: Fb= 900 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Fb'(Tension): Fb'= 1238 PSI Adjustment Factors: Cd=1.15 C1=1.00 Cf=1.20 Fv': Fv'= 109 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 4848 FT-LB 4.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 1988 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 47.01 N3 S= 49.91 N3 Area (Shear): Areq= 27.29 N2 A= 32.38 N2 Moment of Inertia (Deflection): lreq= 65.44 N4 1= 230.84 N4 • • • • Roof Beam(2000 International Building Code(97 NDS))Ver:6.00.7 By: Charles Smith , Lindberg&Smith on: 05-13-2009 : 08:19:33 AM Project: PLEINES-Location: ROOF 3 Summary: 3.5 IN x 5.5 IN x 4.5 FT /#2-Douglas Fir-Larch- Dry Use Section Adequate By: 38.7% Controlling Factor:Area/Depth Required 4.67 In Deflections: Dead Load: DLD= 0.03 IN Live Load: LLD= 0.04 IN = L/1347 Total Load: TLD= 0.07 IN= L/809 Reactions(Each End): Live Load: LL-Rxn= 759 LB Dead Load: DL-Rxn= 504 LB Total Load: TL-Rxn= 1263 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.58 IN Beam Data: Span: L= 4.5 FT Maximum Unbraced Span: Lu= 2.0 FT Pitch Of Roof: RP= 5 : 12 Live Load Deflect. Criteria: L/ 240 Total Load Deflect. Criteria: L/ 180 Roof Loading: Roof Live Load-Side One: LL1= 25.0 PSF Roof Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 2.0 FT Roof Live Load-Side Two: LL2= 25.0 PSF Roof Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 11.5 FT Roof Duration Factor: Cd= 1.15 Beam Self Weight: BSW= 5 PLF Slope/Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= 4.5 FT Beam Uniform Live Load: wL= 338 PLF Beam Uniform Dead Load: wD_adj= 224 PLF Total Uniform Load: wT= 562 PLF Properties For:#2-Douglas Fir-Larch Bending Stress: Fb= 900 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Fb' (Tension): Fb'= 1343 PSI Adjustment Factors: Cd=1.15 CI=1.00 Cf=1.30 Fv': Fv'= 109 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 1421 FT-LB 2.25 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 1011 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 12.71 N3 S= 17.65 N3 Area (Shear): Areq= 13.88 N2 A= 19.25 N2 Moment of Inertia (Deflection): Ireq= 10.79 N4 1= 48.53 N4 •S . • • 1" Roof Beam'.2000 International Building Code(97 NDS)1 Ver:6.00.7 By: Charles Smith , Lindberg &Smith on: 05-13-2009 : 08:21:22 AM Project: PLEINES-Location: ROOF 4 Summary: 5.125 IN x 10.5 IN x 10.0 FT /24F-V4-Visually Graded Western Species-Dry Use Section Adequate By: 123.7% Controlling Factor: Section Modulus/Depth Required 7.02 In Deflections: Dead Load: DLD= 0.10 IN Live Load: LLD= 0.10 IN = L/1225 Total Load: TLD= 0.20 IN=L/615 Reactions (Each End): Live Load: LL-Rxn= 1938 LB Dead Load: DL-Rxn= 1925 LB Total Load: TL-Rxn= 3862 LB Bearing Length Required (Beam only, support capacity not checked): BL= 1.16 IN Camber Regd.: C= 0.15 IN Beam Data: Span: L= 10.0 FT Maximum Unbraced Span: Lu= 2.0 FT Pitch Of Roof: RP= 5 : 12 Live Load Deflect. Criteria: L/ 240 Total Load Deflect. Criteria: L/ 180 Camber Adjustment Factor: CAF= 1.5 X DLD Roof Loading: Roof Live Load-Side One: LL1= 25.0 PSF Roof Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 2.0 FT Roof Live Load-Side Two: LL2= 25.0 PSF Roof Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 13.5 FT Roof Duration Factor: Cd= 1.15 Wall Load: WALL= 120 PLF Beam Self Weight: BSW= 13 PLF Slope/Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Lad 10.0 FT Beam Uniform Live Load: wL= 388 PLF Beam Uniform Dead Load: wD_adi= 385 PLF Total Uniform Load: wT= 772 PLF Properties For: 24F-V4-Visually Graded Western Species Bending Stress: Fb= 2400 PS Shear Stress: Fv= 190 PS Modulus of Elasticity: Ex= 1800000 PS Ey= 1600000 PS Stress Perpendicular to Grain: Fc perp= 650 PS Bending Stress of Comp. Face in Tension: Fb_cpr= 1200 PS Adjusted Properties Fb' (Tension): Fb'= 2753 PS Adjustment Factors: Cd=1.15 CI=1.00 Fv': Fv'= 219 PS Adjustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 9656 FT-LB 5.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 3244 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 42.09 N3 S= 94.17 N3 Area (Shear): Areq= 22.27 N2 A= 53.81 N2 Moment of Inertia (Deflection): lreq= 144.81 N4 I= 494.40 N4 • • • • Roof Beamf 2000 International Building Code(97 NDS)1 Ver: 6.00.7 By: Charles Smith , Lindberg&Smith on: 05-13-2009 : 08:22:31 AM Project: PLEINES- Location: ROOF 5 Summary: 5.125 IN x 10.5 IN x 16.0 FT /24F-V4-Visually Graded Western Species-Dry Use Section Adequate By: 297.2% Controlling Factor: Section Modulus/Depth Required 6.21 In Deflections: Dead Load: DLD= 0.22 IN Live Load: LLD= 0.00 IN= U192000000 Total Load: TLD= 0.22 IN = L/871 Reactions (Each End): Live Load: LL-Rxn= 0 LB Dead Load: DL-Rxn= 1065 LB Total Load: TL-Rxn= 1065 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.32 IN Camber Regd.: C= 0.33 IN Beam Data: Span: L= 16.0 FT Maximum Unbraced Span: Lu= 2.0 FT Pitch Of Roof: RP= 5 : 12 Live Load Deflect. Criteria: L/ 240 Total Load Deflect. Criteria: L/ 180 Camber Adjustment Factor: CAF= 1.5 X DLD Roof Loading: Roof Live Load-Side One: LL1= 25.0 PSF Roof Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 0.0 FT Roof Live Load-Side Two: LL2= 25.0 PSF Roof Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 0.0 FT Roof Duration Factor: Cd= 1.15 Wall Load: WALL= 120 PLF Beam Self Weight: BSW= 13 PLF Slope/Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladi= 16.0 FT Beam Uniform Live Load: wL= 0 PLF Beam Uniform Dead Load: wD_adj= 133 PLF Total Uniform Load: wT= 133 PLF Properties For: 24F-V4-Visually Graded Western Species Bending Stress: Fb= 2400 PS Shear Stress: Fv= 190 PS Modulus of Elasticity: Ex= 1800000 PS Ey= 1600000 PS Stress Perpendicular to Grain: Fc perp= 650 PS Bending Stress of Comp. Face in Tension: Fb_cpr= 1200 PS Adjusted Properties Fb'(Tension): Fb'= 2156 PS Adjustment Factors: Cd=0.90 C1=1.00 Fv': Fv'= 171 PS Adjustment Factors: Cd=0.90 Design Requirements: Controlling Moment: M= 4259 FT-LB 8.0 ft from left support Critical moment created by dead loads only on all span(s). Controlling Shear: V= 958 LB At a distance d from support. Critical shear created by dead loads only on all span(s). Comparisons With Required Sections: Section Modulus (Moment): Sreq= 23.71 N3 S= 94.17 N3 Area(Shear): Areq= 8.41 N2 A= 53.81 N2 Moment of Inertia (Deflection): Ireq= 102.19 N4 1= 494.40 N4 • • • • -- . Roof Beam'.2000 International Building Code (97 NDS)1 Ver: 6.00.7 By: Charles Smith , Lindberg&Smith on: 05-13-2009 : 08:23:21 AM Project: PLEINES- Location: ROOF 6 Summary: 3.5 IN x 5.5 IN x 4.75 FT /#2- Douglas Fir-Larch-Dry Use Section Adequate By: 177.6% Controlling Factor: Section Modulus/Depth Required 3.3 In Deflections: Dead Load: DLD= 0.02 IN Live Load: LLD= 0.02 IN= L/2576 Total Load: TLD= 0.04 IN =L/1532 Reactions(Each End): Live Load: LL-Rxn= 356 LB Dead Load: DL-Rxn= 243 LB Total Load: TL-Rxn= 599 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.27 IN Beam Data: Span: L= 4.75 FT Maximum Unbraced Span: Lu= 2.0 FT Pitch Of Roof: RP= 5 : 12 Live Load Deflect. Criteria: L/ 240 Total Load Deflect. Criteria: L/ 180 Roof Loading: Roof Live Load-Side One: LL1= 25.0 PSF Roof Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 2.0 FT Roof Live Load-Side Two: LL2= 25.0 PSF Roof Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 4.0 FT Roof Duration Factor: Cd= 1.15 Beam Self Weight: BSW= 5 PLF Slope/Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= 4.75 FT Beam Uniform Live Load: wL= 150 PLF Beam Uniform Dead Load: wD_adj= 102 PLF Total Uniform Load: wT= 252 PLF Properties For:#2-Douglas Fir-Larch Bending Stress: Fb= 900 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Fb'(Tension): Fb'= 1343 PSI Adjustment Factors: Cd=1.15 C1=1.00 Cf=1.30 Fv': Fv'= 109 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 711 FT-LB 2.375 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 491 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 6.36 N3 S= 17.65 N3 Area(Shear): Areq= 6.74 N2 A= 19.25 N2 Moment of Inertia (Deflection): Ireq= 5.70 N4 1= 48.53 N4 w • i • Roof Beam(2000 International Building Code(97 NDS) Ver: 6.00.7 By: Charles Smith , Lindberg&Smith on:05-13-2009 : 08:24:19 AM Project: PLEINES-Location: ROOF 7 Summary: 3.5 IN x 5.5 IN x 6.0 FT /#2- Douglas Fir-Larch-Dry Use Section Adequate By: 10.6% Controlling Factor: Section Modulus/Depth Required 5.23 In Deflections: Dead Load: DLD= 0.06 IN Live Load: LLD= 0.09 IN = L1807 Total Load: TLD= 0.15 IN= L/484 Reactions (Each End): Live Load: LL-Rxn= 712 LB Dead Load: DL-Rxn= 477 LB Total Load: TL-Rxn= 1190 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.54 IN Beam Data: Span: L= 6.0 FT Maximum Unbraced Span: Lu= 2.0 FT Pitch Of Roof: RP= 5 : 12 Live Load Deflect. Criteria: L/ 240 Total Load Deflect. Criteria: L/ 180 Roof Loading: Roof Live Load-Side One: LL1= 25.0 PSF Roof Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 4.5 FT Roof Live Load-Side Two: LL2= 25.0 PSF Roof Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 5.0 FT Roof Duration Factor: Cd= 1.15 Beam Self Weight: BSW= 5 PLF Slope/Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= 6.0 FT Beam Uniform Live Load: wL= 238 PLF Beam Uniform Dead Load: wD_adj= 159 PLF Total Uniform Load: wT= 397 PLF Properties For:#2-Douglas Fir-Larch Bending Stress: Fb= 900 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Fb' (Tension): Fb'= 1343 PSI Adjustment Factors: Cd=1.15 C1=1.00 Cf=1.30 Fv': Fv'= 109 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 1784 FT-LB 3.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 1023 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 15.95 N3 S= 17.65 N3 Area (Shear): Areq= 14.05 N2 A= 19.25 N2 Moment of Inertia (Deflection): Ireq= 18.07 N4 1= 48.53 N4 • A s • Roof BeamFF 2000 International Building Code (97 NDS) Ver:6.00.7 By: Charles Smith , Lindberg&Smith on: 05-13-2009 :08:25:12 AM Project: PLEINES-Location: ROOF 8 Summary: 3.5 IN x 7.25 IN x 9.0 FT /#2- Douglas Fir-Larch- Dry Use Section Adequate By: 157.7% Controlling Factor: Section Modulus/Depth Required 4.52 In Deflections: Dead Load: DLD= 0.05 IN Live Load: LLD= 0.06 IN= L/1735 Total Load: TLD= 0.11 IN = L/1002 Reactions(Each End): Live Load: LL-Rxn= 338 LB Dead Load: DL-Rxn= 247 LB Total Load: TL-Rxn= 585 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.27 IN Beam Data: Span: L= 9.0 FT Maximum Unbraced Span: Lu= 9.0 FT Pitch Of Roof: RP= 5 : 12 Live Load Deflect. Criteria: L/ 240 Total Load Deflect. Criteria: L/ 180 Roof Loading: Roof Live Load-Side One: LL1= 25.0 PSF Roof Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 2.0 FT Roof Live Load-Side Two: LL2= 25.0 PSF Roof Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 1.0 FT Roof Duration Factor: Cd= 1.15 Beam Self Weight: BSW= 6 PLF Slope/Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= 9.0 FT Beam Uniform Live Load: wL= 75 PLF Beam Uniform Dead Load: wD_adj= 55 PLF Total Uniform Load: wT= 130 PLF Properties For:#2- Douglas Fir-Larch Bending Stress: Fb= 900 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Fb'(Tension): Fb'= 1327 PSI Adjustment Factors: Cd=1.15 C1=0.99 Cf=1.30 Fv': Fv'= 109 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 1315 FT-LB 4.5 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 514 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= 11.90 N3 S= 30.66 N3 Area (Shear): Areq= 7.06 N2 A= 25.38 N2 Moment of Inertia(Deflection): Ireq= 19.97 N4 1= 111.15 N4 • 0 • • Multi-Loaded Beam(2000 International Building Code(97 NDS))Ver:6.00.7 By: Charles Smith , Lindberg&Smith on: 05-13-2009 : 08:35:10 AM Project: PLEINES-Location: ROOF 9 Summary: 3.5 IN x 5.5 IN x 3.0 FT /#2-Douglas Fir-Larch-Dry Use Section Adequate By: 3.2% Controlling Factor:Area/Depth Required 5.33 In Center Span Deflections: Dead Load: DLD-Center= 0.01 IN Live Load: LLD-Center= 0.01 IN = L/2934 Total Load: TLD-Center= 0.02 IN= L/1796 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 877 LB Dead Load: DL-Rxn-A= 559 LB Total Load: TL-Rxn-A= 1436 LB Bearing Length Required (Beam only, support capacity not checked): BL-A= 0.66 IN Center Span Right End Reactions (Support B): Live Load: LL-Rxn-B= 642 LB Dead Load: DL-Rxn-B= 401 LB Total Load: TL-Rxn-B= 1043 LB Bearing Length Required (Beam only, support capacity not checked): BL-B= 0.48 IN Beam Data: Center Span Length: L2= 3.0 FT Center Span Unbraced Length-Top of Beam: Lu2-Top= 2.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 3.0 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 Center Span Loading: Uniform Load: Live Load: wL-2= 350 PLF Dead Load: wD-2= 210 PLF Beam Self Weight: BSW= 5 PLF Total Load: wT-2= 565 PLF Point Load 1 Live Load: PL1-2= 469 LB Dead Load: PD1-2= 316 LB Location (From left end of span): X1-2= 0.75 FT Properties For:#2-Douglas Fir-Larch Bending Stress: Fb= 900 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Fb'(Tension): Fb'= 1168 PSI Adjustment Factors: Cd=1.00 CI=1.00 Cf=1.30 Fv': Fv'= 95 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 964 FT-LB 1.14 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controlling Shear: V= 1182 LB At a distance d from left support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 9.90 N3 S= 17.65 N3 Area (Shear): Areq= 18.66 N2 A= 19.25 N2 Moment of Inertia (Deflection): lreq= 6.48 N4 1= 48.53 N4 NW Puvclofl Map �N� �� - -� ��V �� ArcIMS HTML Viewer Ma. AY 29•00' IQ'..e.83,X2 / iiiipli,%; - ?0,2 "6.4003 44 „,,, , /11/ `\|^ � ^'"2�°° 70,29401,5 Leg v nu '~^~~ ~ — o°wma Features �� 10,2440.,.., � JC pa�mm* ' ---' I I evooun'my !01,244009 FEMA FIRMS - m^ ra xm 111 oS:r 7012S+4014 I0`28atel.g.701291001 101263009 i ____-____-________ i i : s`- s' !mm32001,y � ��,="32cil,'�,,o"u==^°,"se-,°=GIS /� --__ -----_ —. II FOR |NFOR�ATONALPURPOSESONLY' of��nnCou�Yd000no1a�oo Vn�oaoouraoyofthe data contained herein and makes nowarranty with respect Voits correctness or validityData contained in this map is limited by the method and accuracy of its collection.Thu Sep 17 15:55:50 2009 httn://giumervcz/servlet/ooru.csri.e .B ?5crvioeNumc=ovozup&Clico1Vcroion=4.... 9/17/2004 JILDING PERMIT APPLICATJ MRLA09-00308 eview Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD09-00314 Received Date: 9/17/2009 SITE ADDRESS: LINIMINErattSCROMEr{L/- QUILCENE, 98376 OWNER: FRED T PLEINES PHONE: 360-374-5886 LORRAINE PLEINES 1755 BOGACHIEL WAY FORKS WA 98331-9692 SUBDIVISION: Block: Lot: TX 10 PARCEL NUMBER: 701283001 Section: 28 Township: 27 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: LINDBERG & SMITH ARCHITECTS PHONE: (360)452-6116 319 S PEABODY ST STE B PORT ANGELES WA 98362 PROJECT DESCRIPTIOI NSFR W/ATT GARAGE & U/G 250 GAL PROP TANK TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 2,433 VALUATION 375,000.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 2006 HEAT BASE: HEAT TYPE: HTP OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N SHORELINE: GARAGE: 580 CONST TYPE: SETBACK: DECK: 205 BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: PWELL BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 3 Prop: 3 .._.. .. m Total: 3otaI: 3 Routing Date: CV 051 .._.� Type Amount Paid By: Date: Receipt: Approved/Date Permit $2,533.75 LYK 09/17/09 110927 Plan Check $1,646.94 LYK 09/17/09 110927 APPROVFn State Building Code $4.50 LYK 09/17/09 110927 DEC a3 2009 Potable Water Application $62.00 LYK 09/17/09 110927 Jefferson County Planning Total: $4,247.19 & Building Department A4.4i`S(2N CQ JEFFERSCOUNTY 0 Trl • DEPARTMENT OF COMMUNITY DEVELOPMENT M M ' 621 Sheridan Street • Port Townsend •Washington 98368 r` 360/379-4450 • 360/379-4451 Fax p www.co.jefferson.wa.us/commdevelopment Master Permit Application MLA: 0°I nM Project Description include separate sheets as necessary): r-� hc-Fr t,u A-r-t- iP,i214c_C, e tfrti ,6.L._err_ ___Ifirj. Tax Pa I _- / property Number: 1012.t00/ajc 55* Size: t (acres/square feet) Site Address and/or Directions to Property: dL£� r 1. vII AIS �5L 11 LEFT ONTO F`A124A,O ST7.y Th 1att4T TQ 12E1O 64T Property Owner(s)of Record: R51 L O R,X241/ 'Lally% Telephone: '- 141 til,Sj+ij Fax: email: Mailing Address: I1SS P )-GH kEL WA/ fop145, A ?�3 Applicant/Agent(i1 different from owner): L.I 0066-12.6 4 %A i"`l /4/1.0 }tlECr6 Telephone: IjI2O" 11- ^-2- j011 151 Fax: 3%osa 4 '1 004 email:(ow-ix-1' e Mailing Address: 1, 5. I' 17'/ ST, pO* psi'` eG j ' U}k. 4%1%3/02 I.OP, C chi What kind of Permit?(Check each box that applies ❑Building 0 Variance(Minor, Major or Reasonable Economic Use) ❑ Demolition Permit 0 Conditional Use[C(a),C(d),or C1" Single Family 0 Garage Attached/Detached ❑ Discretionary"D"or UnnamedwUse Classification t, ❑ Manufactured Home ❑ Modular 0 Special Use(Essential Public Facilities)*' _ ❑ Commercial* 0 Boundary Line Adjustment ❑ Change of Use ❑Short Plat** SEP 1 7 2009 ❑ Address 0 Road Approach ❑Binding Site Plan** ❑Home Business 0 Cottagelndustry 0 Long Plat" P6P-cppane ❑Planned Rural Residential Development(PRRD)/Amendments** ❑Sign 0 Plat Vacation/Alteration'* ❑Allowed"Yes"Use Consistency Analysis ❑Shoreline Master Program Exemption/Permit Revisions** U❑Stormwater Management 0 Shoreline Management Substantial Development Site Plan Approval Advance DeterminationSPAAD)* 0 Shoreline Management Variance L1 Temporary Use Apj�'l� b/►i/y'*' 0 Comprehensive Plan/UDC/Land Use District Map Amendment ❑Wireless Telecommunication* ❑Jefferson County Shoreline Master Program Amendment ❑Forest Practices Act/Release of Six-Year Moratorium ❑Tree Vegetaion Request *May require a Pre-Application Conference **Requires a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal, if known: IL4 N-M Li N DESIGNATION OF AGENT I hereby designate to act a • :gent in matters relating to this application for permit(s). OWNER SIGNATURE,_•j / / A if,_ _r / %1 Date: 7 By signing this application form,the o 11111 attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or it's knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County a . -mployees,representatives or agents for the sole purpose of application review and any required later inspections. Staff's .. ess and right of: try will be assumed unless the applicant informs the County in writing at the time of the,application t1 at he orshe wants *do • ice. i Air Signature:ift .,ak �:��:�'� j.. . ,./ / . - p �r-,a Date: .....r The action or actions Applican will ••ertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could -ad to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you are in compliance with the Jeffer .n County develo•• ent code.The Applicant acknowledges that he,she or it holds individual and non-trans•rable responsibility for adherin'; to:A complying �wiith.A. Th@Applicant has read this disclaim r and si s an dates it below. Signature: 1 , t ' ; ‘/c-i' �Zed-t/ Date: � C/7 \Documents and Settings\caral\Local Settings\Temporary Internet Files\OLK86\Master Permit Application 12-19-2006.doc • BUILDER STATEMENT The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the responsibili of th eneral Contr. • for the proposed project. C fj i i 1 �_, .+ate: Signatur'/ _ - - war� GENERAL CONTRACTOR O�M�IQUFACTURED HOME INSTALLER: PHONE: FAX: t1.1. ( ) t1.1.I S G uN 'JCst1 O?' MAILING ADDRESS: t7�) 244 TaJis4 / AI EMAIL: CONTRACTOR'S LICENSE eLf„t SG' ' ICA I'J WNUMBER MINS NUMBER: ARCHITECT/ENGINEER: �.fr_tNr2 :f / i.SMfl-4 44,41-x• �� PHONE (' 2;04571.452.19110 FAX.( 004, MAILING ADDRESS: 0)11 y,(ji" t)pp./ ST p ,T �',I EMAIL '�G! 1 N � co (( Shoreline: Type of Sewage Disposal: Project Type: Frame T�rpe: Bathrooms: yp New Wood Existing: 0 Sewer ❑ Addition 0 Steel Proposed: 0, Bank 0 Community System ❑ Alteration/Remodel ❑ Concrete Total: '�j Hei ht: ❑ Individual System ❑ Masonry ' FT SEP Permit# 4011 IP Demolition O De0 Other: Bedrooms: Water Supply: ❑ Existing: Setback: X Private well ❑ Two Party Proposed: ❑ Public Type of Heat: i` Total: f rt Name of System: pu gyp' If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: RUnderground Tank In Above ground Tank SE P Sile7 f FY;s§ne Tank: 21$P 6A'`• ❑Heat Stove )Cook Stove 0 Woodstove PI Fireplace Insert 0 Hot Water Tank 0 Pellet Stove 0 Other Is this appliance being installed in a Manufactured I Mobile Home? Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines,tank location and size,distances from the propane tank to all property lines,l Jildi ic s and �eptsystem components, including the reserve area. - til4Square Footage 1 Current Proposed For Office Use Only, . ... ount Main Floor Heated , EH Bid App Review: (i 2 3s o 73 ` 211°Floor Heated _ Consistency Review: 2.13E Other HeatedBase fee: 33 Mezzanine Additional Section: Heated Basement Plan Check fee: /D (Ai J 9�f Unheated Basement State Surcharge fee: t0 D O/ Other Unheated Pot Water Review fee: /60 U Garage/Carport 6b04 SUBTOTAL 50 6w l9 Decks 'l+'/(f6Q�t 91 d Approach fee: 21 3 ° a Other 1 TOTAL: $L5—.2. 3/4 I? Receipt Number: log a-T jCashlCheck Number: n 1 Date: ESTIMATED COST(REQ L IR D) •Fair market value of all labor and aterials foundation to finish Initials: Documents and Settings\c. •cal Settings\Temporary Internet Files\OLK86\Master Permit Application 12-19-2006.doc • D -I * X -h o1 CD -I 13 x -I -I CD m -• -- CO -0 CD CU X O_ C7 r+ X 0 0 -7 -C7 CO O - -O -5 'Z 0 O1 < Q CD CO 0 CD 7- -0 CC -- CD CC CD CD r CD r+- o CD - O 7C m -S E 7 -- co H O O # CC — co co C7 O 11 N -5 Cl O O CO O -D �1 -4 r O m H N CO - CO O O O CO C CD O r+ - CO m -, r -TI n ri- r --I CD c7 O -J O 70 O -0 C m D N CD 7o CII 73 m 3 m CO F-+ x CO o 7C CJI 70 0 -0 CO Z CD D r CD -I m -I C7 70 03 I-1 --I M X 07 CO N C1 m C7 O Z -I y D M. c7 m -0 m N r O E D r -I -n X z7 ~J D C7 -0 m D D 7o I-1 O '0 CD z r I-1 0 `� X m -I X 7C7 •- F--1 m Z 0 D 0 S N O co m I-1 m 70 07 CO U M CO r z CD m r -I m c..) m 7 03 m CD m D -' 7C1 O_ w X CD CD CD o -I D m C.7 -< -• co H O 3 O m Z D O_ CO o n r U7 O N 0 �. CU -I E M c 7 m O_ X/ C3 o c O_ o m CD Co O o -I -I 3 v -0 r 0 E o z D C7 n O CT D �1 C7 7' S ? C •- D CO CO H O_ r- Z O O -I c o n • o r+ O_ 70 3 • r -) 0 0 D No..Q , _.6Z 7C N co - CD 0 m 011 •- -- k'lr- N o Nr- CO O H - z I CO c CO I-1 S . Map Output • . Page 1 of 1 ArcIMS HTML Viewer Map , y J0129a0C1 701291001 ;, y 101283003 1 ! . 1 701294023 10'294 0'. _ r_a_ � 10294018 Legend 4.„.. !4`2E3?txg Selected Features ,q JC Roads 74�f.1+3400s Parcets-H ❑ Boundaries 701294009 70'z33iXr - wetlands 10'2948.01 '0'2940'4 7(a 7©1211(301 101283009 i +_':i'__ ...101331(30*.. t( 'd r.ra,&xisy_6-tr-ra 1 COI 11.Cc 6.4 SC,ccs tuts _ .5?Ell FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Thu Sep 17 15:55:39 2009 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 9/17/2009 'F* • NTI ENGINEERING & SURVEYING 7-1 717 SOUTH PEABODY STREET,PORT ANGELES,WA 98362 —. ' Engineers■Land Surveyors■Geologists I I Construction Inspection■Materials Testing SEP 1 7 2009 N 7 I , _ , (360)452-8491 1-800-654-5545 FAX 452-8498 E-Mail:info@nfi4u.com _`j dTY www.nti4u.com - DRAINAGE & EROSION CONTROL REPORT FOR THE PROPERTY LOCATED ON FLASH ROAD, QUILCENE, JEFFERSON COUNTY, WASHINGTON PARCEL NO. 701293001 LOCATED IN GOVERNMENT LOTS 3 & 4 SECTION 28, TOWNSHIP 27 NORTH, RANGE 1 WEST, W.M. Prepared for Fred & Lorraine Pleines - M. W I *_QF, OE Wq 1,4, c rz 1 r `P Of!'' ',. 4 .� ,pF 4 230 c,0 /a- • l'<•/.SS O1 sT. ENG�� APPROVED STORMWATER PLAN Prepared"by DEC 1 4 2009 Kate Waddell, P.E. JEFF RSOl C U Y DEPT.OF • M,NI Y P. ; r NTI Engineering & Land Surveyin• SIGNATURE:44:: 1!..........., w,_ 717 South Peabody Port Angeles,WA 98362 360-452-8491 www.nti4u.com August 6, 2009 o'F • • INTRODUCTION NTI Engineering and Land Surveying was hired by Fred and Lorraine Pleines to develop a drainage and erosion control plan and report for their proposed residential home site on Flash Road in Quilcene. Situate in Jefferson County, Government. Lots 2 and 3, Section 28, Township 27 North, Range 1 West. As part of this analysis, a stormwater collection and on-site infiltration system has been designed and a temporary and permanent erosion and sediment control plan has been prepared for the construction of a private single-family residence and driveway. II. DESCRIPTION OF SITE The home site is a 5.10 ± acre parcel on Flash Road. The lot is bordered on the north, west and south by residential lots. The site will be accessed from Lindsay Hill Road located to the west via Flash Road, which is private. This road bisects the property from north to south and is located along the west margin of a level terrace. Slopes adjacent to this terrace are steep, up towards the west and down towards the east to the shoreline of Dabob Bay, a marine water body. The lot is undeveloped and heavily covered with native vegetation on the steep slopes. The terrace has been substantially cleared at some time in the past. The underlying soils are mapped as Beausite (BdE), which are classified in SCS soils group "B". III. METHODOLOGY Jefferson County requires the use of the Department of Ecology (DOE) February 2005 Stormwater Management Manual for Western Washington. Based on the manual, new development with a proposed impervious area greater than 2,000 square feet but less than 5,000 square feet and a conversion of native vegetation to lawn of less than 3/4 of an acre determines minimum requirements 1 through 5 shall be applied to this property. These minimum requirements are and will be met as follows: Minimum Requirement #1 Preparation of Stormwater Site Plan • A complete site plan has been included in the appendix of this report. Minimum Requirement #2 Construction Stormwater Pollution Prevention (SWPP) • The SWPPP includes twelve elements. Each element will be addressed separately as follows: Element #1 Mark Clearing Limits o The central terrace on property, which includes the building site, was cleared in the past as evidenced on the enclosed aerial photo. No additional clearing is proposed. Element #2 Establish Construction Access o The construction access to the site will be the same as the final driveway access. I 7 'w3O9 • o The existing driveway is graveled. No additional rock base is required Element#3 Control Flow Rates o A minimum of a 50' vegetative buffer will be maintained down slope of all construction activities. The roof runoff will be infiltrated on site per Chapter 3, Volume III, Sections 3.1.1 & 2. The driveway runoff will be un- concentrated and dispersed with a minimum flow path of 50 ft up-slope of the top of bank. No streams will be impacted from the runoff. Element#4 Install Sediment Controls o To minimize erosion during construction, a straw wattle will be installed, see plan for location and details. o The natural vegetation buffer will remain down slope of all development. Element #5 Stabilize Soils o To minimize the soil erosion forces of raindrop impact, flowing water and wind erosion during construction, the contractor will follow the exposed and unworked soil schedule set by DOE for all soils on site. From October 1 through April 30, no soils shall remain exposed and unworked for more than 2 days, and from May 1 to September 30, no soils shall remain exposed and unworked for more than 7 days. o All exposed soils caused by construction activities shall be stabilized and hydroseeded or sodded upon completion of the project. Element#6 Protect Slopes o No work is planned for the steep slope below the building site. Native vegetation will be protected and added to as necessary to maintain a covered slope. o There will be no discharge of concentrated runoff towards the steep slope during or after construction. Element#7 Protect Drain Inlets o There are no inlets existing or planned down-slope of the building site. Element#8 Stabilize Channels and Outlets o No channels or outlets existing within or down-slope of the building site. Stormwater during construction will sheet flow across the site through the temporary BMPs. o The home site terrace is relatively flat which will decrease the velocity of stormwater runoff during and after construction. Element#9 Control Pollutants o All chemicals, liquid products, petroleum products and non-inert wastes present on site shall be covered, contained and protected from vandalism and handled in a manner to minimize contamination of story watpr7 2009 2 O ! o To minimize pollutants generated by heavy equipment and vehicles, all maintenance and repairs shall be conducted using spill prevention measures such as drip pans. Element#10 Control De-watering o The underlying soils are classified in SCS group "B". As this class of soils is permeable, the need for dewatering should be minimal. It is recommended however, that construction take place during the dry season. If de-watering is necessary it shall be done in compliance with the 2005 DOE manual. Element#11 Maintain BMPs (best management practices) o It is the contractor's responsibility to maintain the temporary erosion and sediment control measures and to install the permanent erosion and sediment control measures set forth in this report and plan. o After construction is complete, maintenance of permanent erosion and sediment control measures are the owner's responsibility. o All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization is achieved or as needed if longer. Element #12 Manage The Project o Management of this project can best be conducted in accordance with DOE if the guidelines set forth in this report and plan are followed to ensure that the long term goals of environmental protection and site stability are achieved. Minimum Requirement#3 Source Control of Pollution • As stated in Element#9, to minimize pollutants generated by heavy equipment and vehicles, all maintenance and repairs shall be conducted using spill prevention measures such as drip pans. • Source control of pollutants during construction can be maintained on this job by implementing the temporary erosion and sediment control measures set forth. • Long-term source control of pollution is the responsibility of the property owner and includes all categories of household and yard chemicals and pollutants. Minimum Requirement #4 Preservation of Natural Drainage Systems and Outfalls • The natural drainage route on the site is infiltration and sheet flow or excess to the east and south and north. • The vegetated portion of the site will continue to sheet flow as it did prior to development. Minimum Requirement #5 On-site Stormwater Management • The roof downspouts will be directed to an infiltration system designed to provide dispersion of excess flow on the surface. This facility will be located a minimum of 50 feet from steep slopes and at least 10 feet from property_Fines: • The runoff from the driveway will be un-concentrated and dispersed for a SEP 1 7 2009 3 • • minimum distance of 50 feet up-slope of the top of bank. • Routine observation and maintenance by the owner is highly recommended and necessary to maintain a functioning drainage system on site. A functioning drainage system should infiltrate and if necessary disperse the runoff without causing erosion on site or downstream. IV. CONCLUSIONS Prior to breaking ground the temporary erosion control measures set forth in this report and plan shall be installed on site to minimize erosion and control sediment discharge during construction activities. These measures include a straw wattle and standard soil stabilization BMP's. During construction temporary erosion control measures should be inspected regularly and repaired as necessary. Once the site is developed and stabilized, these BMPs can be removed. Due to the size of the site, the minimal slope of the land in the area of the building site and the permeable nature of the underlying soils, the single-family residence roof runoff will be infiltrated on site and the driveway runoff will be dispersed. V. LIMITATIONS This report has been prepared for the exclusive use of Fred and Lorraine Pleines for their proposed construction of a private home. The recommendations in the report apply only to the property that was examined and they are not applicable to other locations. The investigation and recommendations contained in this report are based upon site conditions as they existed at the time of our site inspections. During construction, if subsurface or other conditions are discovered that are significantly different from those described in the report, NTI should be advised at once so that we can review the conditions and reconsider our recommendations, where necessary. Unanticipated soil conditions are commonly encountered on construction sites, especially when the topography has been altered years ago. Such unexpected conditions frequently require that additional expenditures be made to attain a properly constructed project. We recommend that a contingency be established in the project budget and schedule to cover unexpected conditions. Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted professional engineering principles and practice. This warranty is in lieu of all others, either expressed or implied. NTI ENGINEERING & SURVEYING t-__4 1 7 2009 Kate Waddell, P.E. Design Engineer 4 • • G:\Gen\Kate\Drainage DOE 2009\Pleines\drainage report.doc APPENDIX 1.) WWHM REPORT 2.) GEOTECHNICAL REVIEW WITH SITE PHOTOS 3.) SEPTIC AS-BUILT 4.) CRITICAL AREA MAPS (JEFFERSON CO.) 5 ArcIMS HTML Viewer Mia FOR INFORMATIONAL PURFSES ONLY-Jefferson County d not attest to the accuracy of tl data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Thu Jul 09 2009 15:23:20 GMT-0700 (Pacific Daylight Time) 100.2054 3 .. W-. °'�'. k z,v, sr ' `*.70'202X 0' 10120500]-. 't,-,47,,,,y.-461-4%‘„14, ," `¢. "`y+'i g,.{+hs, V:. ro'2osou � 70uo3oo, 701201003 7°'205°.6 W 2050.0 0200012 .y „, 7,71r... . i 0+2050 1 "'r : 4 10101205010 '-� 2- , - i .._2222._. )O.29c'020 _.�� . t __ -.. 1011(150x009 _ 4,141V:^ mow''T^ r - ._ __ _ } 10120500➢ 10'213002 ,' 70/292000 291005 ! --C __I.... m 7 1 r = 70,29202. 8 01292092 : ` 701292001 _...9999 0 -9922_.---i r I ��-' -� a .. 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I .tf k' -k, 9`+ y ,i-, hx Ins299oo1 we tiVxz x9/299015 10129900. 014 z s2 t `" 0�i''''.4,t5-',...f3.„..0, 1 101299014 10'Yb3fYM ��`� '£ 4 � �`f .1.-i 40.- i 701-- !. ¥ �. . , t .lTT3�s 2229_. / ,� * Xtetb'. VP", 3 701291001 yq /01291031 k:{'0''.¢ k1 t , '- +' 01`03009#..,,,,,,-„..,v,,,11.,,;,,,„ C 2 222.- - 22 22_ 2292 22 2 . / 1I >x,N �� E x� a ' S70''1'32'1+ .F4g' I 74'321121' f'.. 70'32'003 70'32'023 I /01321(103 Tr 10`32101+ �.. ^701321003 /0132'0'3 10 11'022 t Y 70131'023 /0 32 027 7012210 d .. 00'32+0'/ 7f 32 ;.10 1L 25 '.: 701325002 M^32 002 ':J 32.020 f0 11 02/ \fm.'emtleOW x+✓^^o,Cax:YGsesit -• ccs GB ,0+32+026 f0 52 01/ , VICINITY MAP 2292. , 1 r-' 1 7 2009 ', 1 1 222:222222..2222.J ` • Table 2.2 Hydrologic Soil Series for Selected Soils in Washington State Soil Type ; Hydrologic Soil Group Soil Type Hydrologic Soil Group Agnew C Hoko C Ahl B ! Hoodsport C Aits C Hoogdal C Alderwood C Hoypus A Arents,Alderwood B Huel A Arents,Everett B Indianola A Ashoe B Jonas B Baldhill B Jumpe B Barneston C Kalaloch C Baumgard , B Kapowsin C/D Beausite B Katula C Belfast C ' Kilchis C Bellingham i D Kitsap C Bellingham variant' C Klaus C Boistfort B ! Klone B Bow D Lates C Briscot D Lebam B Buckley C Lummi D Bunker B Lynnwood A Cagey C Lystair B Carlsborg A Mal C Casey D Manley B _ Cassolary C Mashel B Cathcart B Maytown C Centralia B . McKenna D Chehalis BMcMurray D Chesaw A Melbourne B Cinebar B Menzel B Clallam C ' Mixed Alluvial variable Clayton B ' Molson B Coastal beaches variable Mukilteo C/D Colter C Naff B Custer D , Nargar A Custer,Drained C National B Dabob C Neilton A Delphi D Newberg B Dick A . Nisqually B Dimal D Nooksack C Dupont D Norma C/D Earlmont C Ogarty C Edgewick C Olete C Eld B . Olomount C Elwell B Olympic B Esquatzel B Orcas D Everett A Oridia D Everson D Orting D Galvin D Oso C Getchell A Ovall C Giles B Pastik C 1 Godfrey D Pheeney C Green water A Phelan D Grove C Pilchuck C Harstine C Potchub C 1 Hartnit C Poulsbo C Hoh B . Prather C J[p I OD August 2001 Volume Ill-Hydrologic Analysis and Flow Control BMPs 2-19 INFILTRATION RATES BASED UPON SOIL TEXTURAL CLASSIFICATION* SOILS DESIGN RATE in./hr. DESIGN RATE ft./sec. Sand and gravel 10 0.000231 Sand 2 0.000046 Loamy sand 0.5 0.000012 Sandy loam 0.25 0.000006 Loam 0.13 0.000003 ` 1 ' *2005-D.O.E. Stormwater Management Manual for Western Washington Table 3.7 • 1110 rivJEFFERSON COUNTY ( kiiir_ DEPARTMENT OF COMMUNITY DEVELOPMENT rs1 621 Sheridan Street• Port Townsend•Washington 98368 "Q4 360/379-4450 . 360/379-4451 Fax SEP 1 7 2009 1N http://www.co.jefferson.wa.us/commdevelopment/ Stormwater Calculation Worksheet - MLA# ��c5 PROJECT/APPLICANT NAME:p/e La e L Ole124,40.1 P1-- ) I 3 DETERMINING STORMWATER MANAGEMENT REQUIREMENTS:This stormwater calculation worksheet should be completed first to classify the proposal as"small,""medium,"or"large." The size determines whether a Stormwater Site Plan is required in conjunction with a stand-alone stormwater management permit application, building permit application, or other land use approval application that involves stormwater review. The basic information will also be helpful for completing a Stormwater Site Plan,if required. PARCEL SIZE(I.E.,SITE Size of parcel .S / :-) acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet 2 22, /604 sq/ft Land-disturbing activity is any activity that results in movement of earth, or a change in the existing soil cover(both vegetative and non-vegetative) and/or the existing soil topography. Land disturbing activities include, but are not limited to clearing, grading, filling, excavation, and compaction associated with stabilization of structures and road construction. Native vegetation is vegetation comprised on plant species,other than noxious weeds,that are indigenous to the coastal region of the Pacific Northwest and which reasonably could have been expected to naturally occur on the site. Examples include species such as Douglas fir,western hemlock,western red cedar,alder,big-leaf maple,and vine maple;shrubs such as willow,elderberry,salmonberry, and salal;herbaceous plants such as sword fern,foam flower,and fireweed. LAND DISTURBING ACTIVITY,CONVERSION OF NATIVE VEGETATION,AND VOLUME OF CUT/FILL Calculate the total area to be cleared,graded,filled, Answer the following two questions related to excavated,and/or compacted for proposed development conversion of native vegetation: project. Include in this calculation the area to be cleared for: Does the project convert YI acres or more of Construction site for structures 3 7h sq/ft native vegetation to lawn or landscaped areas? Drainfield,septic tank,etc. // ti,,4L-G-GP:' sq/ft Circle: Yes 0 Well,utilities,etc. //V37..-4 sql t Does the project convert 21/acres or more of native vegetation to pasture? Driveway, parking,roads,etc. /JZ sq/ft Circle: Yes No Lawn,landscaping,etc. �� 2 C'C sq/ft Other compacted surface,etc. N /4 sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance //j .' sq/ft Cut b: Fill e®a (cu/yd) [over] stormwater calc worksheet—REV.2/20/2009 • ! Impervious surface is a hard surface that either prevents or retards the entry of water into the soil mantle as under natural conditions prior to development. A hard surface area which causes water to run off the surface in greater quantities or at an increased rate of flow from the flow present under natural conditions prior to development. Common impervious surfaces include, but are not limited to roof tops,walkways, patios,driveways, parking lots or storage areas, concrete or asphalt paving, gravel roads, packed earthen materials, and oiled,macadam or other surfaces which similarly impede the natural infiltration of stormwater. STORMWATER CALULATIONS-IMPERVIOUS SURFACE NEW EXISTING Structures(all roof area) 34;:)/.. sq/ft Structures(all roof area) 4d c7 sq] _ .v -G /- oz/se--Sidewalks sq/ft Sidewalks sq/ft Patios sq/ft Patios sq/ft Solid Decks 2 ''- sq/ft Solid Decks sq/ft (without infiltration below) (without infiltration below) Driveway,parking,roads,etc /2 3e%) sq/ft Driveway,parking,roads,etc ' �/� sq/ft Other sq/ft Other sq/ft Total New 4 OeXf, sq/ft Total Existing 41.0 sot TOTAL NEW+TOTAL EXISTING* 47.04 .p4 . sq/ft "This amount will be used to check total lot coverage. f s V I #7. e/Z41S„67)V4, 5-'7- /5 /4v-<//c...e-, The following questions will help determine whether the proposed project is considered development or redevelopment. DEVELOPMENT v.REDEVELOPMENT Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: D, 2 % Does the site have 35%or more of existing impervious surface? Circle: Yes No FURTHER INSTRUCTIONS: If the answer is yes, the proposal is considered redevelopment and the attached Figure 2 should be used to determine the applicable Minimum Requirements. If the answer is no, the proposal is considered new development and the attached Figure 1 should be used. At this juncture, the applicant should refer to the applicable Flow Chart to determine the Minimum Requirements for stormwater management. DCD staff will help verify the classification of the project and the application requirements. For proponents of "small" projects who must comply only with Minimum Requirement #2—Construction Stormwater Pollution Prevention—an additional submittal is not required. The proponent is responsible for employing the 12 Elements to control erosion and prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick up the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet. Proponents of"medium" projects—those that must meet only Minimum Requirements #1 through #5—and for large" projects—those that must meet all 10 Minimum Requirements—are required to submit a Stormwater Site Plan. DCD has prepared a submittal template of a Stormwater Site Plan, principally for rural residential projects. Complete the template in the Stormwater Site Plan Instructions and Submittal Template or prepare a Stormwater Site Plan using the step-by-step guidance in the Stormwater Management Manual. APPLICANT SIGNATURE By signing the Stormwater Calculation Worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affected prop0 -";-- '' ` NDOWNE OR AUTHOR! D REPRESENTATIVE SIGNATURE) (DATE) 1.,1 rE..`g�$ '� a&a,W,��a.,,t._......,,......t�u�.F.;.t_,. :�• ,,:.�,..a,A��.G;�' S3�^�s..�� t�_a�4�` u. L.�i_ ',trt.,,9-.S.l..wr.�?_=..��'�a:ia:��:�..�'�i'';,;:......e:...�.,.,•�.' ,'� stormwater calc worksheet.-REV,220!2008 2 . acr rifikel JEFFERSON COUNTY , ii , DEPARTMENT OF COMMUNITY DEVELOPMENT , a ,.. 621 Sheridan Street• Port Townsend •Washington 98368 360/379-4450 • 360/379-4451 Fax 4\,,,,,,,' INe http://www.co.jefferson.wa.us/commdevelopment/ STORMWATER SITE PLAN SUBMITTAL TEMPLATE MLA# J / S PROJECT/APPLICANT NAME://CG,9 fi2CV1 ...04 4P--AS 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 ma.. ''' .0 dGG®f / 65'/ C lam✓/c' .— A :1\/-- "fr 5C�C.6- 7,4 II'? ��%SJ:,J 1-✓/rt/e44"'T #�% 22 ,AC" . A cc- 5S key z-,6.-. s- V/A 4 5 ',€f SSG-rice,' ° C v'e14,e t.ir c r,,��c7-/f,,/ 7-0 . , 4,147- C +/' •4-- '�� 6 fir?) W 2fT -V Existing Conditions Summary p 2. Describe the existing topography. Indicate contours on the site map. -Tie-/ ,c641/G� ,,, v. 5/7"--. / ,.9 :: '„e# Z---' T'�� `,/ 77,-/ G Wi t- /4749" 7"7"/<=3)."7 A A ' 57 7-'' - v':' 5 ,' 6.' 3. Desccrriiob�e the existing vegetation. Indicate native vegetation areas on the site map. e1 e_52-42e.--5:6 A X` t-- V ,; '7 2 .r//7,'' e iuz;7 4'. � ` ,z7// 7 ,' a3,424c45,11 4. Describe the existing soils. Indicate soil type on the site map. �i1 !/ ° -d /4LJ „. .4:74.‹,:,..25 ,,1 /744-. ' ,-4...c. ,e,� '2_,4 s.5, , / 5 .„5 6 'e-5 •. '; 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. /1 <.5' 4/1/477C-,IPA7.-- ,,Z, 7/47 77-4/0. /2`J, J4::; "7-4-,;-/ ' - 44,-.1, 4i / :7 / -i" ; r- % / 7, t e 'i.4b. -iy-e-6 7---e9,-,'A z ' 77-1: fi7-` //vr/ . ' 6. Describe any excess levels of noise generated by the proposed use or activity: j}-A-4/ -7tG55S /.d'. > .. .,.�Yt�`1G4.- : r & T- T _ .. 06 ' ja- ' k//7 f( .::o-e ,Lf.57-` .. €.: - 7Ile-.✓{, iii7-2: -',--:si SEP- 1 7 2009 stormwater site plan template.doc—rev.10/122003 - 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. 7//' 7-i1 5/7 ' /S 1.//T7//.1 ; GA1-1fl5!./ — DoTr—G74.97 .5`1%/16ee/,a!J >s i /Ota 1/04Z-,di�: C 1' t� At5 kfaZ•44,0) 2- civg 6r, 's ,41 o 7a; , 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.). -�— S�� 7� 41;21 )1/E- - j2VE -iJ e.e1 vtc-/"//7-1� S 6> 4.g /V/7?/ 1"409-7-6-g /b p,ec --- 8 rtes./--s,y-c� r.✓ �s�c✓ 2 ,Bt( ��/�-5, �s T C, s,?- -/ f2'41 Vim' ,63/ ,/ ,�./0Gf1 Yom✓�7, s ,4Cr='5,S 7a Permanent Storrr�v /e 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. ,g71. j .� 10. If the project requires the use of stormwater treatment facilities, describe the types of stormwater treatment facilities proposed for use on the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. [This is normally for"large"projects or projects that involve the potential for dispersion of contaminants.] /441 11. Describe the performance goals and standards applicable to the project. 7 , c i /. ' r t5'.4/,/ / A/,'Me.9• t > / s-"'1 1 1 7' d Tie l v 1Tc: t�tr.✓A /77Ai-1AG n°! r- .ter 'w 1 �`r, �O - y✓ 'c , .. GJs 5 1 1 vc�v� 12. Describe the flow control system. � 1✓mss / /, �, / -- :fc 2 � r .. _ { �� 6✓�r=- ss s � qac ° (2,e7 Scc-, , z) � � l / z stormwater site plan template.don—rev.10/12/2003 6 • • 13. Describe the water quality system. _ 1/t,q /i./ ice% 97, —) l? - 27 -7+ )//? 14. Describe the conveyance system. analysis/ and design. �1T� kV//it's g G /' 77 re7,C– f -" 4P, m s5 15. Describe the source of fill material, physical characteristics of fill material,and deposition of excess material. A N y VSs # ✓v, P //4 i.✓r� --' 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Building Code. mss/ 17. Describe the proposed surfacing material. C,tJ !-/ =( f1,01/ :W/It/ #1,7AV'71eVX 15:711\/ 18. Describe methods for restoration of the site. 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. ` / lY 20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan. 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. Ta 7c/7't / l- '7 stormwater site plan template.doc—rev.10/12/2003 7 • •• CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN(SWPPP) The Construction SWPPP addresses sediment and erosion control during construction. The BMPs indicated by the applicant in the template that follows must be installed on the ground during all construction phases of the project. The proponent is responsible for preventing sediment and erosion impacts to environmentally sensitive areas and off-site areas. Consult the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet for guidance, particularly with rural residential development. SECTION I-CONSTRUCTION SWPPP NARRATIVE 1. Construction Stormwater Pollution Plan Elements. Describe how each of the Construction SWPPP elements has been or will be addressed. Identify the type and location of BMPs used to satisfy the required element. If an element is not applicable to the proposal,justify in writing. Descriptions of the 12 Elements are found at section 2.5.2 of the Manual(beginning on page 2-15). 12 Required Elements-Construction SWPPP 1. Mark Clearing Limits. 2. Establish Construction Access. 4- , 1 '/ . 2--,/-1/7„-2:p. 7-62 CSF , J viiki 6.7 -- / A3r1. z:'/ 3. Control Flow Rates. / / 7T47Ai f r t�/r�s G '1 C ,o/M-al' 4. Install Sediment Controls. '"">hi 5. Stabilize Soils. eizmyrc ) f 6. Protect Slopes. , i s ca 9 t 7. Protect Drain Inlets. ✓ -.fir i -7 --pit _vet stormwater site plan template.doc—rev.10/12/2003 g • 12 Required Elements—Construction SWPPP(continued) 8. Stabilize Channels and Outlets. 9. Control Pollutants. •'� " ocz-z7 �► -.= C...77.1s, w '! Aa\rl W_�' 10. Control De-Watering(the act of pumping groundwater or stormwater avitiy from an activeconstruction site). e /✓moi 42i; fq� t l � t /-1/c=9- riC./ f b, /7°9,4y rte+=��.�� ✓e f r / a / -'a3 .._id n/15,-) D/ 11. Maintain Best Management Practices(BMPs). 57744 ,4,642,272. 5 j '5 /11-fr9044774ititTki . /`f A' L['". I.' 27 1 r Af"' o/(-- P°1.1t /: - ./► "lam �' -+ /C)1 1:414 I � 12. Manage the Project. . rWrr" / NT! �' � 1 /s 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas, roads). A/ 5-4:2- , 42/-- e 27 t h/.i ± 4 .tom'/-/-S .Y` _ < --- a L. b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards). 7347/ 3. Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent to the site. 7/V CC)",17/7-14:301 s r ' "7 , 1 200 _ , I stormwater site plan template.doc—rev.10/12/2003 • • . { b. Description of special requirements for working in or near environmentally sensitive areas. *' �� ►✓' '� /AP- S / 54:7 / r _ a2 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, permeabil�i v, depth,texture,soil structure). a� 5—`7 5-47/ 5 4,✓oe:70) - _ ' _�. Y 111.rG..�rti► .�+ fit/ 7!''"— , 5. Construction Phasing. a. Construction sequence / C� ✓ 1�'- z �l ' c�C.• r' /If iq b. Construction phasing(if proposed) Aj 6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual). Provide a proposed co struction schedule. co struction -- II. Wet Season Construction Activities. a. Proposed wet season construction activities. iru b. Proposed wet season construction activities for environmentally sensitive areas. 7/9 7. Financial/Ownership Responsibilities. a. Identify the property owner responsible for the initiation of bonds and/or other financial securities. b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation impacts. 8. Engineering Calculations. Provide Design Calculations�on a separate sheet for the following, if applicable. a. Sediment Ponds/Traps. ,&-1 AC/ b. Diversions. // /4- c. Waterways. ,K/ / f d. Runoff/Stormwater Detention Calculations !�✓ 'r j,/ !.% ,3i') ,- stormwater site plan template doc—rev.10/12/2003 10 i • APPENDIX 1.) WWHM REPORT 2.) GEOTECHNICAL REVIEW WITH SITE PHOTOS 3.) SEPTIC AS-BUILT 4.) CRITICAL AREA MAPS (JEFFERSON CO.) 1 7 );?ftp Western Washington Hy ogy Model PROJECT REPORT Project Name: Pleines Site Address: Flash Road City Quilcene Report Date : 6/12/2009 Gage Quilcene Data Start 1948/10/01 Data End 1993/09/30 Precip Scale: 1.11 WWHM3 Version: PREDEVELOPED LAND USE Name Basin 1 Bypass: No GroundWater: No Pervious Land Use Acres A B, Forest, Mod .1148 Impervious Land Use Acres Element Flows To: Surface Interflow Groundwater Name Basin 1 Bypass: No GroundWater: No Pervious Land Use Acres Impervious Land Use Acres ROADS MOD 0.0505 ROOF TOPS FLAT 0.0643 Element Flows To: Surface Interflow Groundwater Gravel Trench Bed 1, Gravel Trench Bed 1, Name Gravel Trench Bed 1 Bottom Length: 40ft. Bottom Width : 2ft. Trench bottom slope 1: 0.001 To 1 Trench Left side slope 0: 0.05 To 1 -Ju.:J Trench right side slope 2: 0 .05 To 1 Material thickness of first layer : 2 Pour Space of material for first layer : 0.3 Material thickness of second layer : 0 Pour Space of material for second layer : 0 Material thickness of thirdlayer : 0 z Pour Space of material for third layer : 0 Infiltration On411 411 . Infiltration rate : 8 Infiltration saftey factor : 4 Wetted surface area On Discharge Structure Riser Height: 0 ft. Riser Diameter: 0 in. Element Flows To: Outlet 1 Outlet 2 Gravel Trench Bed Hydraulic Table Stage(ft) Area(acr) Voluwne(acr-ft) Dschrg(cfs) Infilt(cfs) 235 .0 0 .002 0.000 0.000 0.000 235.0 0.002 0.000 0.000 0.061 235.0 0.002 0.000 0.000 0.062 235 .1 0.002 0.000 0.000 0.063 235.1 0.002 0.000 0.000 0.065 235 .1 0.002 0.000 0.000 0.066 235 .1 0.002 0.000 0.000 0.068 235 .2 0.002 0.000 0.000 0.069 235 .2 0.002 0.000 0.000 0.070 235 .2 0 .002 0.000 0.000 0.072 235 .2 0.002 0.000 0.000 0.073 235.2 0.002 0.000 0.000 0.074 235 .3 0 .002 0.000 0.000 0.076 235 .3 0.002 0.000 0.000 0.077 235.3 0.002 0.000 0.000 0.079 235 .3 0.002 0.000 0.000 0.080 235 .4 0.002 0.000 0.000 0.081 235.4 0.002 0.000 0.000 0.083 235 .4 0.002 0.000 0.000 0.084 235 .4 0.002 0.000 0.000 0.086 235 .4 0.002 0.000 0.000 0.087 235.5 0.002 0.000 0.000 0.088 235 .5 0.002 0.000 0.000 0.090 235 .5 0.002 0.000 0.000 0.091 235 .5 0.002 0.000 0 .000 0.092 235.6 0 .002 0.000 0 .000 0.094 235 .6 0.002 0 .000 0.000 0.095 235.6 0.002 0.000 0.000 0.097 235 .6 0 .002 0.000 0.000 0.098 235 .6 0 .002 0.000 0.000 0.099 235 .7 0 .002 0.000 0.000 0.101 235 .7 0 .002 0.000 0.000 0.102 235.7 0.002 0.000 0.000 0.104 235 .7 0.002 0.000 0 .000 0. 105 235 . 8 0.002 0.000 0 .000 0.106 235.8 0.002 0.000 0.000 0.108 235 . 8 0.002 0.000 0 .000 0.109 235 . 8 0.002 0.000 0 . 000 0.110 235 . 8 0 .002 0.000 0.000 0.112 235 . 9 0.002 0.000 0.000 0.113 235. 9 0.002 0.001 0.000 0.115 235.9 0.002 0.001 0.000 0.116 '; ' ono 235.9 0.002 0.001 0.000 0 .117 236. 0 0.002 0.001 0 .000 0.119 236. 0 0.002 0.001 0.000 0.120 236.0 0.002 0.001 0 .000 0.122 236.0 0.002 0.001 0 . 000 0.123 236. 0 0.002 0.001 0 .000 0.124 236. 1 0 .002 0.001 0 .000 0.126 236.1 0.002 0.001 0.000 0.127 236.1 0.002 0.001 0.000 0 .128 236 . 1 0.002 0.001 0.000 0.130 236.2 0.002 0.001 0.000 0 .131 236.2 0.002 0.001 0.000 0.133 236.2 0.002 0.001 0.000 0 .134 .236.2 0.002 0.001 41041 .000 0.135 i 236.2 0.002 0.001 0.000 0.137 236.3 0.002 0.001 0.000 0.138 236.3 0.002 0.001 0.000 0.140 236.3 0.002 0.001 0.000 0.141 236.3 0.002 0.001 0.000 0.142 236.4 0.002 0.001 0.000 0.144 236.4 0.002 0.001 0.000 0.145 236.4 0.002 0.001 0.000 0.147 236.4 0.002 0.001 0.000 0.148 236.4 0.002 0.001 0.000 0.149 236.5 0.002 0.001 0.000 0.151 236.5 0.002 0.001 0.000 0.152 236.5 0.002 0.001 0.000 0.153 236.5 0.002 0.001 0.000 0.155 236.6 0.002 0.001 0.000 0.156 236.6 0.002 0.001 0.000 0.158 236.6 0.002 0.001 0.000 0.159 236.6 0.002 0.001 0.000 0.160 236.6 0.002 0.001 0.000 0.162 236.7 0.002 0.001 0.000 0.163 236.7 0.002 0. 001 0.000 0.165 236.7 0.002 0.001 0.000 0.166 236.7 0.002 0.001 0.000 0.167 236.8 0.002 0.001 0.000 0.169 236.8 0.002 0.001 0.000 0.170 236.8 0.002 0. 001 0.000 0.172 236.8 0.002 0.001 0.000 0.173 236.8 0.002 0. 001 0.000 0.174 236.9 0.002 0.001 0.000 0.176 236.9 0.002 0.001 0.000 0.177 236.9 0.002 0.001 0.000 0.178 236.9 0.002 0.001 0.000 0.180 237.0 0.002 0.001 0.000 0.181 237.0 0.002 0.001 0.000 0.183 237.0 0.002 0.001 0.000 0.184 MITIGATED LAND USE ANALYSIS RESULTS Flow Frequency Return Periods for Predeveloped. POC #1 Return Period Flow(cfs) 2 year 0.003164 5 year 0 .009345 10 year 0.013792 25 year 0.018688 50 year 0.021595 100 year 0.023889 Flow Frequency Return Periods for Mitigated. POC #1 Return Period Flow(cfs) 2 year 0 5 year 0 10 year 0 25 year 0 50 year 0 100 year 0 Yearly Peaks for Predeveloped and Mitigated. POC #1 Year Predeveloped Mitigated 1950 0.017 0.000 1951 0.006 0.000 1952 0.009 0.000 1953 0.003 0.000 1954 0.004 0 .000 -- ^ nn,, n nnn 1956 0.001 000 1957 0.043 0. 0 1958 0.003 0.000 1959 0.007 0.000 1960 0.005 0.000 1961 0.002 0.000 1962 0.009 0.000 1963 0.000 0 .000 1964 0.003 0.000 1965 0.002 0.000 1966 0.000 0.000 1967 0.006 0.000 1968 0.007 0.000 1969 0.005 0.000 1970 0.002 0.000 1971 0.003 0.000 1972 0.009 0.000 1973 0.009 0.000 1974 0.005 0.000 1975 0.007 0.000 1976 0.005 0.000 1977 0.011 0.000 1978 0.000 0.000 1979 0.001 0.000 1980 0.001 0.000 1981 0.007 0.000 1982 0.003 0.000 1983 0.000 0.000 1984 0.006 0.000 1985 0.000 0.000 1986 0.000 0.000 1987 0.003 0.000 1988 0.007 0.000 1989 0.000 0.000 1990 0.002 0.000 1991 0.000 0.000 1992 0.005 0.000 1993 0.002 0.000 1994 0.001 0 .000 Ranked Yearly Peaks for Predeveloped and Mitigated. POC #1 Rank Predeveloped Mitigated 1 0.0433 0 .0000 2 0.0173 0.0000 3 0.0114 0 .0000 4 0.0092 0 .0000 5 0.0091 0.0000 6 0 .0089 0.0000 7 0.0088 0 .0000 8 0.0075 0.0000 9 0 .0071 0 .0000 10 0.0069 0 .0000 11 0.0069 0.0000 12 0.0067 0.0000 13 0.0066 0.0000 14 0.0061 0 .0000 15 0.0057 0.0000 16 0.0056 0 .0000 t 17 0.0054 0 .0000 18 0 .0054 0 .0000 19 0.0050 0 . 0000 20 0.0049 0 .0000 21 0.0045 0.0000 22 0.0039 0 .0000 23 0.0034 0 .0000 24 0.0031 0.0000 25 0 .0030 0 .0000 26 0.0028 0 .0000 27 0 ,0027 0 . 0000 28 0 .0027 0 .0000 __ n n n n n • .30 C .0023 04,00410 31 0.0019 0. 00 32 0.0017 0.0000 33 0.0017 0.0000 34 0.0015 0.0000 35 0.0014 0.0000 36 0.0009 0.0000 37 0.0006 0.0000 38 0.0003 0.0000 39 0.0003 0.0000 40 0.0002 0.0000 41 0.0002 0.0000 42 0.0002 0.0000 43 0.0000 0.0000 44 0.0000 0.0000 45 0.0000 0.0000 POC #1 The Facility PASSED The Facility PASSED. Flow(CFS) Predev Dev Percentage Pass/Fail 0.0016 269 0 0 Pass 0.0018 221 0 0 Pass 0.0020 194 0 0 Pass 0.0022 175 0 0 Pass 0.0024 150 0 0 Pass 0.0026 126 0 0 Pass 0.0028 119 0 0 Pass 0.0030 109 0 0 Pass 0.0032 100 0 0 Pass 0.0034 89 0 0 Pass 0.0036 84 0 0 Pass 0.0038 80 0 0 Pass 0.0040 73 0 0 Pass 0.0042 68 0 0 Pass 0.0044 59 0 0 Pass 0.0046 55 0 0 Pass 0.0048 52 0 0 Pass 0.0050 45 0 0 Pass 0.0052 40 0 0 Pass 0.0054 38 0 0 Pass 0.0056 32 0 0 Pass 0.0058 29 0 0 Pass 0. 0060 27 0 0 Pass 0.0062 26 0 0 Pass 0. 0064 25 0 0 Pass 0.0066 22 0 0 Pass 0.0068 19 0 0 Pass 0. 0070 15 0 0 Pass 0.0072 14 0 0 Pass 0. 0074 12 0 0 Pass 0.0076 9 0 0 Pass 0. 0078 9 0 0 Pass 0.0081 9 0 0 Pass 0.0083 8 0 0 Pass 0. 0085 8 0 0 Pass 0.0087 8 0 0 Pass "r ": 0. 0089 7 0 0 Pass 0. 0091 6 0 0 Pass 0.0093 3 0 0 Pass 0 .0095 3 0 0 Pass 0.0097 3 0 0 Pass 0.0099 3 0 0 Pass 0. 0101 3 0 0 Pass 0.0103 3 0 0 Pass 0.0105 3 0 0 Pass 0. 0107 3 0 0 Pass 0.0109 3 0 0 Pass 0 .0111. 3 0 0Pass • 0 .0113 3 0 0 Pass 0 .0115 2 0 0 Pass 0.0117 2 0 0 Pass 0 .0119 2 0 0 Pass 0 .0121 2 0 0 Pass 0 .0123 2 0 0 Pass 0 .0125 2 0 0 Pass 0.0127 2 0 0 Pass 0.0129 2 0 0 Pass 0 .0131 2 0 0 Pass 0 .0133 2 0 0 Pass 0 .0135 2 0 0 Pass 0 .0137 2 0 0 Pass 0 .0139 2 0 0 Pass 0 .0141 2 0 0 Pass 0.0143 2 0 0 Pass 0.0145 2 0 0 Pass 0.0147 2 0 0 Pass 0 .0149 2 0 0 Pass 0.0151 2 0 0 Pass 0.0153 2 0 0 Pass 0. 0155 2 0 0 Pass 0.0157 2 0 0 Pass 0. 0159 2 0 0 Pass 0.0161 2 0 0 Pass 0. 0163 2 0 0 Pass 0.0165 2 0 0 Pass 0.0167 2 0 0 Pass 0 . 0169 2 0 0 Pass 0.0171 2 0 0 Pass 0 .0173 1 0 0 Pass 0 .0176 1 0 0 Pass 0 . 0178 1 0 0 Pass 0.0180 1 0 0 Pass 0 .0182 1 0 0 Pass 0 .0184 1 0 0 Pass 0.0186 1 0 0 Pass 0 .0188 1 0 0 Pass 0.0190 1 0 0 Pass 0.0192 1 0 0 Pass 0 .0194 1 0 0 Pass 0.0196 1 0 0 Pass 0.0198 1 0 0 Pass 0.0200 1 0 0 Pass 0.0202 1 0 0 Pass 0.0204 1 0 0 Pass 0 .0206 1 0 0 Pass 0 .0208 1 0 0 Pass 0 .0210 1 0 0 Pass 0 .0212 1 0 0 Pass 0 .0214 1 0 0 Pass 0 .0216 1 0 0 Pass Water Quality BMP Flow and Volume for POC 1. On-line facility volume: 0 acre-feet On-line facility target flow: 0 cfs. Adjusted for 15 min: 0 cfs. Off-line facility target flow: 0 cfs. Adjusted for 15 min: 0 cfs. This program and accompanying documentation is provided 'as-is' without warranty of any kind. The entire risk regard: the performance and results of this program is assumed by the user. Clear Creek Solutions and the Washington State Department of Ecology disclaims all warranties, either expressed or implied, including but not limited to implied warranties of program and accompanying documentation. 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E t' 1 7 2009 NTI ENWJEERING & SURVEYING 11110 j717 SOUTH PEABODY STREET,PORT ANGELES,WA 98362 FILE Engineers-Land Surveyors-Geologists Construction Inspection-Materials Testing NTI (360)452-8491 FAX(360)452-8498 June 25, 2009 Fred & Lorraine Pleines 1755 Bogachiel Way Forks, WA 98331 Subject: Geotechnical Review for Proposed Drainage System Location, Tax Parcel # 701283001, Section 28, T27N, R1 W, Jefferson County, WA Dear Mr. & Mrs. Pleines: I performed a geotechnical review of the above referenced property in order to determine the suitability from a geotechnical perspective of the location of a proposed drainage system being designed by this office. The review was requested by Jefferson County and consisted of research of available literature and maps for the subject property and surrounding aria and a site visit made on June 11, 2009 for visual observations of the proposed drainage system location and the bluff. The drainage system will mitigate stormwater runoff frum impervious surfaces by installation of an infiltration trench approximately 125 feet south of the existing well house following the natural drainage route. The trench will be located a minimum of 50 feet away from the top of the marine bluff and a minimum of 10 feet from the proposed house. Based upon our review it is our opinion that this location is the most suitable option and is acceptable from a geotechnical perspective. If you have any questions regarding this matter, or need further assistance, please feel free to contact this office. Sincerely, Wa3hi NTI ENGINEERING & SURVEYING c/�tie ego - ` Engineering Geologist ti Bill Payton, LEG '° 191 Engineering GeologistSed Gs °\°� William C. Payton Jr. iso 7 ;,009 B:\Reports\PLEF0901.28(27-1).drainage letter.doc • • O o *ail 1 i 1,, ' (BN V -' e 1 7,1 rn U •• O 4>4 "' a` E 1 x (ES C _, 2 4 7 !j tl 71 O > A. 8 3 2 ' 1- V4 rY n p iii (n • ❑ ❑ va) o f3 C 71:.--3 3 y. 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