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HomeMy WebLinkAboutBLD2005-00675 • • TEMPORARY CERTIFICATE OF OCCUPANCY Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 (800) 831-2678 PERMIT #: BLD05-00675 SITE ADDRESS: 94 RED CEDAR LN Issue Date 12/5/2005 PORT LUDLOW, 98365 Inspection Date APPLICANT: DEAN MATTONI TRUSTEE PHONE: 360-302-0156 MICHELLE MATTONI TRUSTEE 600 HAMPSHIRE ROAD#206 WETLAKE VILLAGE CA 91361 SUBDIVISION: WOODRIDGE VILLAGE DIV 1 Block: Lot: PARCEL NUMBER: 999700012 Section: 21 Township: 28 N Range: 01 E PROJECT DESCRIPTION: NSFR W/ATT GARAGE ALSO U/G 500 GAL PROPANE TANK THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE INTERNATIONAL BUILDING CODE 2003 EDITION. OCCUPANCY GROUP: R-3 UBC TYPE OF CONSTRUCTION: 5N THE PROJECT RECEIVED ITS TEMPORARY SIGN OFF ON THIS DOCUMENT IS VALID FOR 30 DAYS. THE BUILDING MUST RECEIVE A FINAL CERTIFICATE OF OCCUPANCY WITHIN THAT TIME OR THE TEMPORARY OCCUPANCY WILL BE NULL AND VOID. I:\F_BLD_Temp_Occupa ncy.rpt 10/29/19.c • I BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD05-00675 SITE ADDRESS: 94 RED CEDAR LN Received Date 10/26/2005 Issue Date 12/5/2005 PORT LUDLOW, 98365 APPLICANT: DEAN MATTONI TRUSTEE MICHELLE MATTONI TRUSTEE PHONE: 360-302-0156 600 HAMPSHIRE ROAD#206 WETLAKE VILLAGE CA 91361 SUBDIVISION: WOODRIDGE VILLAGE DIV 1 PARCEL NUMBER: 999700012 Block: Section: 21 Township: 28 N Range: 01 E Lot: 12 CONTRACTOR: OLYMPIC RIDGE INC 15940 LINDSEY LANE PHONE: 360-302-0156 POULSBO WA 98370 Contractor's License: OLYMPR1986NA Expires: 8/1/2006 PROJECT DESCRIPTION: NSFR W/ATT GARAGE ALSO U/G 500 GAL PROPANE TANK CALL IN FOR THE REQUIRED INSPECT *NS THAT APPLY TO YOUR PROJECT. SETBACKS: ,0_ J // • UFFER: , 0_ - 2L 66, i Footing: d' /G / ,- ;," 'S ttk be- Foundation: E,u� i iA� 'RQt s 4• . geek 6K 1 ii a, Stormwater FINAL A a T him., aK /J. I' A 1. of Approval: E i :. �_ k'J���, �:� e t_ DO _ 11 Underground Plumbing: Underground Insulation: Shear Wall : " . :.�,• e _ Sheathing: - iv - --r __/. 4 - i Framing: i �/6 b - ' ,tee - 4 4 Plumbing: /0 -Wand Propane Tank/Lines: •- - '- - are 1 9 a Insulation: _ p - ! 1 o • • i :�,,n _ - _ y 6` l/�f/07� Sheetrock: VICEI Septic Sytem Final Approval (If not on sewer): ,a. �' Road Approach Final Approval: ' Zoning Final Approval: Final/Occupancy Approval: HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REOUIR RIOR TO FINAL THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWEDSPECTION BUILDING INSPECTION HOT-LINE 379-4455. CALL 24 HOURS IN ADVANCE TO SCHEDULE I Office Hours 9:00 a.m. -4:30 p.m. NSPECTIONS. HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY- SEE REVERSE 7 !UILDING PERMIT APPLICAT N MRAOW0063I Type: Jefferson County Department of Community Development 621 Sheridan Street Pod: Townsend, WA 98368 PERMIT #: BLD05-00675 Received Date: 10/26/2005 SITE ADDRESS: 94 RED CEDAR LN PORT LUDLOW, 98365 OWNER: DEAN MATTONI TRUSTEE PHONE: 360-302-0156 MICHELLE MATTONI TRUSTEE 600 HAMPSHIRE ROAD#206 WETLAKE VILLAGE CA 91361 WOODRIDGE VILLAGE DIV 1 SUBDIVISION: Block: Lot: 12 PARCEL NUMBER: 999700012 Section: 21 Township: 28 N Range: 01 E CONTRACTOR: OLYMPIC RIDGE INC PHONE: 360-302-0156 15940 LINDSEY LANE POULSBO WA 98370 Contractor's License OLYMPR1986NA Expires 8/1/2006 REPRESENTATIVE: E J KLINKER PHONE: (360) 312-0156 POULSBO WA PROJECT DESCRIPTIOr NSFR W/ ATT GARAGE ALSO U/G 500 GAL PROPANE TANK TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 2,788 VALUATION 725,000.00 ADD'L: 1,237 HEAT TYPE: PRO CODE EDITION: 2003 HEAT BASE: 686 HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: 2 OCCUPANCY: OTHER: CONST TYPE: 5N SHORELINE: GARAGE: 1,060 CONST TYPE: SETBACK: DECK: 230 BANK HEIGHT: SEWAGE DISPOSAL: SEW,. -- WATER SYSTEM: OTHER BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 2 Prop: 4 Total: 2 Total: 4 Routing Date: ►o\ag 105 Type Amount Paid Bv: Date: Receipt: Approved/Date Permit $4,302.50 SLE 10/26/05 77302 APPROVED Plan Check $2,796.63 SLE 10/26/05 77302 State Building Code $4.50 SLE 10/26/05 77302 DEC 5 2005 Potable Water Application $53.00 SLE 10/26/05 77302 Total: $7,156.63 Jefferson County Planning & Building Departments // ONThNow JEFFEi ON COUNTY ,� ( L DEPARTMENT OF COMMUNITY PMEtff- '-4 621 Sheridan Street • Port Townsen)'Washington 98368 360/379-4450 • 360/379-4451 Fax ' OCT 2 6 2005 �q p� www.co.jefferson.wa.us/commdevelopment Master Permit Application MLA: 05"(P.U 3 1 Project Description(include separate sheets J rheets as necessary):_, n Neck, 2 tm !. Writ- -F GIBti—c0 Tax Parcel A Property Number: ci4 ('ll)` : l�-% _ rj (� Size: (acres/square feet) ` Site Address and/or Directions to Property: C(4 (p C_Q,04-t 1r1��v ��,��C,;�f� t a✓�, Property Owner(s)of Record: 2 t n f �lIY��g 'IAr��,a Telephone: - OiS-6 Fax: email: Mailing Address: (..,tf ��,'S' C 71.?.te,,,4, (t/,4_. 'l'fr? ?O Applicant/Agent(if different from owner): E, 3- ,� I/.rr (7/ ..c -f r Telephone: 3( r)- ?n — /f Fax: - —cQc 3 email: Mailing Address: /rq(-j') '�o �r ✓ " What kind of Permit?(Check each box that applies) ❑ Building ❑Variance(Minor,Major or Reasonable Economic Use) ❑ D9emolition Permit ❑ Conditional Use[C(a),C(d),or C]** Single Fa ❑ Discretionary"D"or Unnamed Use Classification IKGarage ttach �€ ❑ Special Use(Essential Public Facilities)** ❑ Manufactur om 1 ❑ Boundary Line Adjustment ❑ Modular ❑ Short Plat** ❑ Commercial* ❑ Binding Site Plan** ❑ Change of Use ❑ Long Plat** ❑Address 0 Road Approach 0 Planned Rural Residential Development(PRRD)/Amendments** Propane ❑ Plat Vacation/Alteration** ❑Allowed"Yes"Use Consistency Analysis ❑ Shoreline Master Program Exemption/Permit Revisions** ❑ Stormwater Management El Shoreline Management Substantial Development** ❑ Site Plan Approval Advance Determination(SPAAD)* ❑ Shoreline Management Variance ❑Temporary Use ❑ Comprehensive Plan/UDC/Land Use District Map Amendment ❑Wireless Telecommunication* ❑ Jefferson County Shoreline Master Program Amendment ❑ Forest Practices Act/Release of Six-Year Moratorium *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: 1 ' ESIGNATION OF AGENT I hereby designate . 74. ;j�u / ,�., // F to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE h y r , /f7041 Date: /i/ r- By signing this application form,the owner/agent attests that the infomiation 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 attomey's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required later inspections.Access and right of entry to this property shall be requested and shall occur only during regular business hours. Signature: v. /' y� Date: //I/? &'. V �-�— _ The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential lake"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA?Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transferable responsibility for adhering to and complying with the ESA. The Applicant has read this disclaimer nd signs and dates it below. Signature: .4). 17)7'v/.,/ Date: /t, /'a G:\PeimitCenter\FORMS\DRD FORMS\Master Permit Application 7-8-04.doc r • ",FROM 43LYMPIC RIDGE INC FAX NO. :360 ,i. •prrit.... . TV-9,1 ,3 ' - 10/27/20Po 12:30 36E340453, :JEFF CO DCI) .................1.- .. . -101' OWNER s*-DER lirtAlf emelt Ut;I 27-2CRIT—÷-71)1 .., , . . ,741 likpar Of Wed atikiertarit haraby certify hat awry are am CX4mara of Om Forcer notoroncodlittitti+-4 tag frial WO net tensed coniracios and IL/ ' thoy wil be a:muffin°*le date amoral Contraettir lei the prep000ti pniom, __, . - _ Cala: I/ -.JV r ; I ._, I _ -....---, eiltallibii.C.ConbACTOR i' - -a Noma INISTAWai: ..** ' —a tit • •', , • COritaac-fefes!ICON% W S Number: / Ni.s.soul ARCHITECT/ENGINE:CA: , - — fallow 4 )0(4((ifAX( — ) ....,........, MAIL040 ADORES / ., 0 Addition 0 Stool Prop000d: Salk 0 COnirnikaily Spawn 0 Arteration/Remodel LI Concrote 'kook Height 0 Indhektual&Morn 0 Roceir D Mosonry ..______ SEP Poo*o 0 Dernoillion 0 othor Bedrooms: Wake$tingy: Exiodng: ____ Sorbs* 41834Zeo ird 0 T oo?any — Plopessod: ___ Typoottt _57::: w , . — al Byelaw Ideritai- imbiber of Pasting Spaces Current_ propos/4_ Plumbs(of 4,0,6,Parking spaosc i,iumbEr cnciipant 1des ownora,tenants.employ/am.elo) Custiocrt Pnopoitod !EC Occupancy; _ ., IBC Typo or oonstrtiction: _ Will you hays Food Service? roc_t_tb I ..:., _ . ;iv....1 . oar ..1..... ... ..: I.- 1-.• .....• •. u 0., a, I k al balew , - Unciaogrounil T. --n .. •ground Tank Size of Ppie. 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I."Vs \ \ \ '''/f . • ./: 1 i. - '.1.,:'.*)!:.,,,;'.1, :';'.',..,: '..... rftti \.(')‘ J.., p......., \\\'''4`.\.:,:. .‘, \s-i' iittatwifiit" fr. .', ././...y.,,ii,,..:,---- . . .: '100,1.:•,• •.t..z,•,.P- . "--- . .4`. .\ts - j1 • \-,. .,1/4 \‘.'.. i\- .)\ ..,, ,... ,_,....;;;,!.,-,-...::::•:::.4,.:-7.%:„..:/.., .,,,,- ... :it;**,:\--... .. .i..*:., . ' , -2, ...4 ........ r . • .J, 1-\\ \ -.\ ti F' _ .....—�•5'l/��dd✓!�C)Ag th ., 1f D.tl Y w V4'7 , I � �� •.emu d.♦ .- ..., .. ' `mow �-:'• y�; �� j Q `� ' ius rev. ^� 4:.,x 'w- �- O� - , ' • 15 froctt yWd si bact ' ' rzi'°° c„..4Q R +b it444 •-•,,,_, 1 /"; - Red C A ° . ri,:.. � str Lane. . M / inter . N. N ---�. i �```% • .l, 5uMnrner l• \., R (I) SchemaiticSite Plan "�1 . :��,�dei •• scale; Z a�p -46 ft Location: Woodrid a Villi Port Ludlow,WA O r :tµ "» Sectiorl21,T,28,N.R,1 E.W.M. I`>.:. 0 25 50FT Addraso. 94 Reel Cedar Lane rLFLPw - 1 Angessors Acc't No.: 999-700-042 ra,. 2005-14t 1W-26-05 APPROVED ' 0 3 AIL- ' SITE PLAN S'q • gD Stb 4. L NOV .- 1 2005 ;n r1 ' Stormwat OCT 2 8 2005 JEE ovN l Require DEPT.OF C I D V P SIGNATURE"' PH onnection does not require modification / see to. 2 / Referenced to photograph \ L 4 <;),-—--, � s � �"� — 1� I 1I , • �._---J I'I I Ill .<iff, / I I © III 1 i Ill4 _ 4? {, 1 1 1 I II I 0 III I 1'1 . Ili I I ili re, 1 �� I I I I 1 I;i II L J .., , o _ --5_,_:_.:,, _ +}� . .. %' I I Ir , U " 1 eue i - :� I I I - A /// O © O / / 1 / L L I r / IL 'l,:.J gI ?, ; ; — � I , , I \ II —1I I I ; /a.� `i. i I '� E-- - I `� . � / / \ 1 // // " \\ `.J 1 , / II\ J 1. —I L — `1 -// '�--`i `' Main Floor Schematic I/ / 1t , Scale: 2" = 10 ft -- I I- \� General corrections and modifications keyed to plan above and photographs: OComplete structural wall bath area. OSecure bottom plate of interior structural wall w/3-16d @ 16"oc oSecure joists/rim to top of structural wall w/Simpson A35 @ 16"oc oInstall Simpson C518 reinforcing @ stud, beam,joist splice w/9"min.end lengths oModify Hardy panel top filler connection Will Langemack Ltd 206.780.4245 Olympic Ridge Inc. • Mattoni 2005-141 SPECIAL CONDITIONS FOR •CASE A BLD05-00675 0 1.) 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. 2.) Landslide Hazard Areas and their associated buffers shall remain naturally vegetated. Should buffer disturbance occur during constructior, 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. 3.) 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." 4.) All construction activities shall not encroach upon the landslide hazard area buffer. This includes the storage or preparation of materials. 5.) 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. 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 Site Plan dated November 28, 2005 prepared by MacLeearnsberry Engineering 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.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 9.) Not more than two (2) unlicensed or inoperable vehicles shall be stored on any lot less than one-half acre 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 Unified Development Code (UDC) Section 6. Outdoor storage of thirteen (13) or more unlicensed or inoperable vehicles is prohibited except in those districts where specified wrecki yard or junk (or salvage) yard and allowed as a Permitted U e in Table 3-1 offlle the UDCng and such storage shall meet the requirements of UDC Section 4.10. In no case, shall any such unlicensed or inoperable vehiclesbe stored in an Environmentally Sensitive Area (ESA). 10.) Maximum lot coverage is not to exceed 45%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 11.) The building height is not to exceed 35 feet. 12.) Exterior lighting for residential uses shall not exceed twenty feet (20') in height from the finished grade, excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. 13.) Lighting fixtures shall be designed and hooded to prevent the light source from being directly visible from outside the boundaries of the property. The intensity or brightness of all lighting, during construction and after project completion shall not adversely affect the use of surrounding properties or adjoining rights-of-way. 14.) Minimum setback from Red Cedar Lane right-of-way shall be 20 feet. Minimum side and rear yard setbacks shall be 5 feet. If an ESA is present then the more stricter setback shall apply. 1111111I 15.) A minimum of two (2) on-siter • residence. parking spaces shall be provided for the single family 16.) Per MPR Code Section 3.107, Accessory dwelling units (ADU's) shall not be allowed in the MPR-SF zone. 17.) The approved Storm Drainage Report for Woodridge Village requires that stormwater for Lot 12 be detained on-site utilizing an Individual Lot Onsite Infiltration System.A system has been designed in accordance with the recommendations of the Storm Drainage Report and certified by a licensed professional engineer to comply with the Report. The certification also states that the individual lot on-site Infiltration System will be constructed on slopes less than 15 percent and that it will be located more than 25-feet from the top of a slope. I:\F_BLD_Permit_Buildng.rpt 10/29/19 EROSION CONTROL NOTES THE FOLLOWING EROSION AND SEDIMENTATION CONTROL NOTES APPLY TO ALL CONSTRUCTION SITE ACTIVITIES AT ALL TIMES, UNLESS OTHERWISE SPECIFIED ON THESE PLANS: 1. THE OWNER AND HIS/HER CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES FOR PREVENTING SILT -LADEN RUNOFF FROM DISCHARGING FROM THE PROJECT SITE. FAILURE BY THE OWNER AND/OR CONTRACTOR CAN RESULT IN A FINE. THE DESIGNATED TEMPORARY CONTACT PERSON NOTED ON THIS PLAN MUST BE AVAILABLE FOR CONTACT BY TELEPHONE ON A 24 HOUR BASIS THROUGHOUT CONSTRUCTION AND UNTIL THE PROJECT HAS BEEN COMPLETED AND APPROVED BY THE COUNTY. 2. THE IMPLEMENTATION OF THIS SWPPP AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT AND UPGRADING OF THIS SWPPP IS THE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR FROM THE BEGINNING OF CONSTRUCTION UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE COUNTY AND THE SITE IS STABILIZED. 3. PRIOR TO BEGINNING ANY WORK ON THE PROJECT SITE, A PRE - CONSTRUCTION CONFERENCE MUST BE HELD, AND SHALL BE ATTENDED BY THE GENERAL CONTRACTOR, THE BUILDING INSPECTOR, REPRESENTATIVES FROM AFFECTED UTILITIES, AND A REPRESENTATIVE OF THE COUNTY. 4. ANY ROCKED CONSTRUCTION ENTRANCES SHOWN ON THIS PLAN SHALL BE INSTALLED PRIOR TO BEGINNING CONSTRUCTION. IN ADDITION, EQUIPMENT FOR THE CLEANING OF PUBLIC ROADWAYS SHALL BE AVAILABLE AT ALL TIMES DURING CONSTRUCTION. 5. THE EROSION AND SEDIMENTATION CONTROL FACILITIES SHOWN ON THIS PLAN ARE CONSIDERED A E CONSOERE ADEQUATE A Q BASIC REQUIREMENTS QU EVENTS FOR 0 THE ANTICIPATED SITE CONDITIONS. DURING CONSTRUCTION, DEVIATIONS FROM THIS PLAN MAY BE NECESSARY IN ORDER TO MAINTAIN WATER QUALITY. MINOR DEPARTURES FROM THIS PLAN ARE PERMITTED SUBJECT TO THE APPROVAL OF THE COUNTY INSPECTOR, HOWEVER, EXCEPT FOR EMERGENCY SITUATIONS, ALL OTHER DEVIATIONS FROM THIS PLAN MUST BE DESIGNED BY THE PROJECT MANAGER AND APPROVED BY THE COUNTY INSPECTOR PRIOR TO INSTALLATION. 6. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED BY THE OWNER AND/OR CONTRACTOR ON A FREQUENT BASIS AND IMMEDIATELY AFTER EACH RAINFALL, AND MAINTAINED AS NECESSARY TO INSURE THEIR CONTINUED FUNCTIONING. ALL SEDIMENT MUST BE REMOVED FROM SILT FENCES, STRAW BALES, SEDIMENT PONDS, ETC. PRIOR TO THE SEDIMENT REACHING 1/2 ITS MAXIMUM POTENTIAL DEPTH. 7. AT NO TIME SHALL CONCRETE, CONCRETE BY-PRODUCTS, VEHICLE FLUIDS, PAINT, CHEMICALS, OR OTHER POLLUTING MATTER BE PERMITTED TO DISCHARGE TO THE TEMPORARY OR PERMANENT DRAINAGE SYSTEM, OR TO DISCHARGE FROM THE PROJECT SITE. 8. ALL WORK SHALL BE DONE ACCORDING TO BEST MANAGEMENT PRACTICES AS DEFINED IN THE DOE STORM WATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN. FINISH FLOOR aw1n� 11 V2 . z in z^ 1V2'X 5V2. 15 FINISH GRADE i z N � CRAWL SPACE 2" MIN. FOOTING DRAIN - 4' PERFORATED PIPE AROUND ENTIRE PERIMETER, WITH WASHED ROCK BACKFILL DRAIN TO DAYLIGHT TYPICALP1 ' lILDING&BADE REI TIONSHIPS G'-, N. T. S. 5' X 2" X 2" POSTS NSERTED 2 FEET INTO GROUND FILTER FABRIC WIRE MESH NOTE: SILT INTERCEPT SWALE MAY BE SUBSTITUTED FOR SILT FENCE WHERE APPROPRIATE. SILT FENCE B R= 25' MIN. I "v 12' MIN. 4' - 8' QUARRY SPALLS PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA NAVD88 NGS "JCIA" �:,�POSITION FILTER FABRIC OVER ENTIRE TRENCH PERIMETER AND BACKFILL �2 WITH NATIVE MATERIAL. ON UPSLOPE SIDE OF THE FABRIC O�TOtic�A S�. •yil,`91 SOi< O� A F STABILIZATION NOTES CONTROL MEASURE: STABILIZED CONSTRUCTION ENTRANCE. PURPOSE: REDUCES THE AMOUNT OF DEBRIS TRANSPORTED ONTO PUBLIC ROADS FROM CONSTRUCTION EQUIPMENT BY ACTION OF VEHICLE TIRES TRAVELING OVER GRAVEL PAD REMOVING MOST MUD AND DEBRIS FROM TIRES. DESIGN CRITERIA/SPECIFICATIONS: DESIGN: (1) SEE DETAIL 2-C-1, (2) STABILIZED CONSTRUCTION ENTRANCES SHOULD BE LOCATED WHEREVER VEHICLE ACCESS ROUTES INTERSECT PAVED ROADS; (3) MATERIAL SHOULD BE QUARRY SPALLS, 4" - 8' SIZE; (4) THE ROCK PAD SHOULD BE AT EAST 12-INCHES THICK AND 100 FEET IN LENGTH. LENGTH MAY BE REDUCED TO 50-FEET FOR SITES WITH MINOR GRADING (LESS THAN 1 ACRE OF EXPOSED SOIL); (5) WIDTH SHOULD BE THE FULL WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA. MINIMUM WIDTH SHOULD BE 20-FEET. ADDITIONAL SUBGRADE STABIUZAT10N SUCH AS A GEOTEXTILE MAT MAY BE REQUIRED. PROCEDURE: (1) A FILTER FABRIC FENCE SHOULD BE INSTALLED DOWNHILL FROM THE CONSTRUCTION ENTRANCE TO INTERCEPT AND CONTAIN ANY SEDIMENT -LADEN RUNOFF FROM THE ENTRANCE OR FROM TIRE WASHING; (2) IF THE ROCK PAD DOES NOT ADEQUATELY REMOVE THE MUD FROM VEHICLE WHEELS, THE WHEELS SHOULD BE HOSED OFF BEFORE THE VEHICLE ENTERS A PAVED STREET. THE WASHING SHOULD BE DONE ON AN AREA COVERED WITH CRUSHED ROCK AND WAS WATER SHOULD DRAIN TO A SEDIMENT RETENTION FACILITY; (3) STREET CLEANING EQUIPMENT SHOULD BE AVAILABLE AS REQUIRED. MAINTENANCE: (1) ENTRANCES MAY REQUIRE PERIODIC TOP DRESSING WITH 2-INCH STONE, AS NECESSARY TO PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC ROADWAYS; (2) IF SEDIMENT IS TRAN SPORTED ONTO A ROAD SURFACE, THE ROADS SHALL BE CLEANED THOROUGHLY AS A MINIMUM AT THE END OF EACH DAY. SEDIMENT SHOULD BE REMOVED FROM ROADS BY SHOVELING OR SWEEPING. STREET WASHING SHOULD TAKE PLACE ONLY AFTER SEDIMENT HAS BEEN REMOVED AS DESCRIBED ABOVE; (3) ANY ROCK SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. CONTROL MEASURE: CONSTRUCTION ROAD STABILIZATION. PURPOSE: TEMPORARILY STABILIZES ROADS, PARKING AREAS, AND ON -SITE TRANSPORTATION ROUTES WITH STONE IMMEDIATELY AFTER GRADING, REDUCES EROSION CAUSED BY CONSTRUC1ON TRAFFIC OR RUNOFF. DESIGN CRITERIA/SPECIFICATIONS: DESIGN: (1) PROVIDE ROCK STABILIZATION WHEREVER THERE IS THE POTENTIAL FOR EROSION OF TEMPORARY CONSTRUCTION ROUTES BY CONSTRUCTION TRAFFIC DURING WET WEATHER; (2) ROCK STABILIZATION MAY BE UNNECESSARY WHERE SOILS ON SITE ARE GRAVELLY; (3) A 6-INCH DEPTH OF 2' - 4- CRUSHED ROCK, GRAVEL BASE, OR CRUSHED SURFACING BASE COURSE SHALL BE APPLIED IMMEDIATELY AFTER GRADING OR THE COMPLETION OF U11UTY INSTALLATION WITHIN THE RIGHT-OF-WAY. A 3-INCH COURSE OF ASPHALT TREATED BASE (ATM) MAY BE USED INSTEAD OF THE CRUSHED ROCK. PROCEEDURE: (1) WHERE FEASIBLE, ALTERNATIVE ROUTES SHOULD BE MADE FOR CONSTRUCTION TRAFFIC; ONE FOR USE IN DRY CONDITION, THE OTHER FOR WET CONDITIONS WHICH INCORPORATES THE MEASURE LISTED BELOW; (2) TEMPORARY ROADS SHOULD FOLLOW THE CONTOUR OF THE NATURAL TERRAIN TO THE EXTENT POSSIBLE. SLOPE SHOULD NOT EXCEED 15 PERCENT. ROADWAYS SHOULD BE CAREFULLY GRADED TO DRAIN TRANSVERSELY. PROVIDE DRAINAGE SWALES ON EACH SIDE OF THE ROADWAY IN THE CASE OF A CROWNED SECTION, OR ONE SIDE IN THE CASE OF A SUPER ELEVATED SECTION. (3) INSTALLED INLETS SHALL BE PROTECTED TO PREVENT SEDIMENT LADEN RUNOFF FROM ENTERING THE STORM SYSTEM (SEE BMP'S ON FILTER INLET BARRIERS). MAINTENANCE: INSPECT STABILIZED AREAS REGULARLY, ESPECIALLY AFTER LARGE STORM EVENTS. ADD CRUSHED ROCK IF NECESSARY AND RE -STABILIZE ANY AREAS FOUND TO BE ERODING. CONTROL MEASURE: DUST CONTROL. PURPOSE: PREVENTS SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES. DESIGN CRITERIA/SPECIFICATIONS: (1) MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH USE OF TEMPORARY GROUND COVER AND OTHER TEMPORARY STABILIZATION PRACTICES. (SEE BARE GROUND BMP'S) (2) SITE SHOULD BE SPRINKLED WITH WATER UNTIL SURFACE IS WET. REPEAT AS NEEDED. TO PREVENT CARRYOUT OF MUD ONTO STREET, REFER TO STABILIZED CONSTRUCTION ENTRANCE BMP IN THIS SECTION. (3) SPRAY EXPOSED SOIL AREAS WITH AN APPROPRIATE DUST PALLIATIVE NOTE: OIL IS PROHIBITED FOR USE AS A PALLIATIVE, CONTROL MEASURE: LJMIT CLEARING OF SITE. PURPOSE: REDUCES LIKELIHOOD OF, OR EXTENT OF, TURBIDITY DOWNSTREAM STORMWATER BY MINIMIZING THE SOURCE OF SILT PICKED UP ON .JRFACE RUNOFF. DESIGN CRITERIA/SPECIFICATIONS: CLEARING SHOULD BE LIMITED TO THE MINIMUM AREA NECESSARY TO PERFORM WORK AND IMMEDIATELY REVEGETATE CLEARED AREAS. WHEN POSSIBLE, CONSTRUCTION SHOULD BE PLANNED IN STAGES, AND ONLY THE STAGE BEING WORKED ON SHOULD BE CLEARED. ONCE WORK IS COMPLETED, A GIVEN STAGE OF CONSTRUCTION SHOULD BE IMMEDIATELY REVEGETATED OR OTHERWISE STABILIZED. CONTROL MEASURE: COVER AREAS LEFT UNWORKED FOR MORE THAN 48 HOURS. (SEE ALSO MULCHING, SODDING, PLASTIC SHEETING BMP'S). PURPOSE: MINIMIZE THE AREA EXPOSED TO RAINFALL AND SURFACE RUNOFF, THEREBY REDUCING THE AMOUNT OF EROSION OF BARE GROUND AND THE AMOUNT OF SEDIMENT THAT MIGHT COLLECT IN SEDIMENTATION CONTROL STRUCTURES, SUCH AS SEDIMENT PONDS OR SILT FENCES. DESIGN CRITERIA/SPECIFICATIONS: DURING THE TIME PERIOD OF OCTOBER 1 THROUGH APRIL 30. AND AT OTHER TIMES OF THE YEAR WHEN THERE ARE EXTENDED PERIODS OF INCLEMENT WEATHER, ALL PROJECT -DISTURBED SOIL AREAS THAT ARE TO BE LEFT UNWORKED FOR MORE THAN 48 HOURS SHOULD BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING. THIS PROCEDURE IS BASED ON THE INCREASED POTENTIAL FOR, AND CONSEQUENCES OF, FAILURE OF EROSION AND SEDIMENTATION CONTROL STRUCTURES DURING THIS PERIOD OF HIGH PRECIPITATION AND THE ASSUMPTION THAT AREAS NOT BEING WORKED ARE LIKELY TO BE LEFT UNATTENDED. CONTROL MEASURE: MULCHING. (SEE ALSO NETS AND MATS). PURPOSE: MULCHING PROVIDES IMMEDIATE TEMPORARY PROTECTION TO EXPOSED AREAS AND ALLOWS GERMINATION AND PROTECTION OF SEEDED AREAS BY CONSERVING MOISTURE, MODERATING SOIL TEMPERATURES, AND HOLDING FERTILIZER, SEED AND TOPSOIL IN PLACE. DESIGN CRITERIA/SPECIFICATIONS: DESIGN: (1) PREPARE SOIL AS FOR SEEDING; (2) FOR APPLICATION RATES AND SPECIFICATIONS, SEE TABLE 3-1•+; (3) NETS AND MATS USED IN CONJUNCTION WITH MULCH SHOULD BE USED ON SLOPES STEEPER THAN 2:1; (4) WOOD FIBER CELLULOSE BLANKET ARE CONSIDERED DROTECTIVE MULCHES AND CAN BE USED ALONE ON ERODIBLE SOILS AND DURING ALL TIMES OF THE YEAR. MATERIALS: (1) HAY OR STRAW: USE STRAW WHERE MULCH EFFECT IS TO BE MAINTAINED FOR MORE THAN 3 MONTHS. HAY AND STRAW ARE SUBJECT TO WIND BLOWING UNLESS KEPT MOIST OR TIED DOWN. THEY ARE THE MOST COMMON AND WIDELY USED MULCHING MATERIAL; GOOD FOR EROSION CONTROL IN CRITICAL AREAS. ANCHOR BY CRIMPING, DISCING, ROWING OR PUNCHING INTO SOIL, COVERING WITH NETTING, SPRAYING WITH A CHEMICAL OR FIBER BINDER OR BY KEEPING MOIST; (2) WOOD FIBER CELLULOSE (PARTLY -DIGESTED WOOD FIBERS): WHEN USED FOR EROSION CONTROL ON CRITICAL AREAS, THE APPLICATION RATE SHOULD BE DOUBLED. APPLY WITH HYDROMULCHER. NO TIE DOWN IS REQUIRED. PACKAGED IN 100-LB BAGS. NOT RECOMMENDED FOR HIGHLY ERODIBLE SOILS IN HOT WEATHER; (3) GRAVE, CRUSHED STONE OR SLAG: EXCELLENT MULCH FOR SHORT SLOPE AND AROUND WOODY PLANTS AND ORNAMENTALS. USE WHERE SUBJECT TO FOOT TRAFFIC; (4) CORN STALKS: SHREDDED INTO 4" - 6' LENGTHS, DECOMPOSES SLOWLY AND RESISTS WNDBLOW; (5) WOOD CHIPS: CANNOT BE CLOSELY MOWED. DECOMPOSE SLOWLY AND DO NOT REQUIRE TACKING. DOES NOT PROVIDE NITROGEN TO SEEDS UNLESS TREATED. TENDS TO WASH DOWN SLOPES STEEPER THAV 674 (6) BARK CHIPS/SHREDDED BARK: CANNOT BE CLOSELY MOWED. ADDITIONAL NITROGEN FOR SEEDS NOT REQUIRED. TENDS TO WASH DOWN SLOPES STEEPER THAN 6%. AVOID TILLING BARK OR SAWDUST INTO SOIL, AS IT TENDS TO REMOVE NITROGEN FROM SOIL, RELEASING IT ONLY WHEN IT DECAYS. PROCEDURES: (1) MULCHES SHOULD BE USED FOLLOWING TEMPORARY OR PERMANENT SEEDING; (2) MULCHING SHOULD IMMEDIATELY FOLLOW SEEDING IN AREAS WITH SLOPES STEEPER THAN 2:1; (3) MULCHES SHOULD BE USED IN CLEARED AREAS THAT CANNOT BE SEEDED BECAUSE OF THE SEASON; (4) MULCHES SHOULD BE USED ON EXPOSED SOILS (INCLUDING STOCKPILES WHICH ARE NOT FINAL GRADED WITHIN 15 DAYS) UNLESS COVERED WITH PLASTIC SHEETING. MAINTENANCE: MULCHED AREAS SHOULD BE CHECKED PERIODICALLY, ESPECIALLY FOLLOWING SEVERE STORMS, WHEN DAMAGED AREAS OF MULCH OR TIE -DOWN MATERIAL SHOULD BE REPAIRED. **-SEE TABLE 3-1, THIS SHEET STABILIZATION NOTES (CONrD.) CONTROL MEASURE: TEMPORARY EROSION CONTROL SEEDING. (SEE ALSO TOPSYUNG, SURFACE ROUGHENING, MULCHING, PLASTIC SHEEITNG AND NETS AND MATS). PURPOSE: REDUCES EROSION AND SEDIM=NTATION BY TEMPORARILY STABILIZING EXPOSED SOILS FOR UP TO 1 YEAR. DESIGN CRITERIA/SPECIFICATIONS: (1) 3EEDING CAN BE DONE DURING THE PERIOD OF MARCH 1 THROUGH SEPTEMBER 30 (IF PLA'4TED BETWEEN MAY 15 AND AUGUST 15 IRRIGATION MAY BE REQUIRED). SEEDING CAN SOMETIMES ALSO BE DONE SUCCESSFULLY DURING THE REMAINDER OF THE YEAR, OCTOBER 1 THROUGH FEBRUARY 29, PROVIDED THAT THE SEED BED IS IMMEDIATELY STABILIZED BY MULCHING, 'LET/MATS OR PLASTIC SHEETING; (2) SITE PREPARATION, INCLUDING THE INSTALLATOOt OF SURFACE RUNOFF CONTROL MEASURES, SHOULD BE COMPLETED PRIOR TO SEEDING THE SEED BED SHOULD BE FIRM BUT NOT COMPACT, WITH A FAIRLY FINE SURFACE. SURFACE ROUGHENING SHOULD BE DONE AT RIGHT ANGLES TO THE SLOPE AND PREFERABLY', RACK WALKED UP SLOPE. TRACK WALKING IS DRIVING A CRAWLER TRACTOR UP AND DO`,N THE SLOPE, LEAVING A PATTERN OF CLEAT IMPRINTS PARALLEL TO THE SLOPE CONTOLRS; (3) HYDROSEEDING APPLICATIONS WITH APPROVED SEED -MULCH -FERTILIZER MIXTU; ES MAY ALSO BE USED; (4) SOIL AMENDMENTS/FERTILIZERS SHOULD BE APPIED AS RECOMMENDED BY SUPPLIERS. WHEN SEEDING OVER SUBSOIL (WITHOUT TOPSOIL) AVOID OVER -FERTILIZING, ESPECIALLY NEAR AQUATIC FEATURES. INSTEAD, USE MULCH TO ASSIST IN NOURISHING SOIL PROJECT SITES ADJACENT TO BODIES OF WATER MUST USE. NON -PHOSPHORUS FERTILIZER; (5) APPLY AN APPROPRIATE SEED MIXTURE TO THE PREP„RED SEED BED AT A RATE OF 120 LBS. PER ACRE. TABLE 3 2r• GIV ES RECOMMEND ED TEMPORARY EROSION CONTROL 0 TROL SEED MIXT URE. MAINTENANCE: (1) INSPECT SEEDED AFEAS FOR FAILURE AND MAKE NECESSARY REPAIRS AND RESEED IMMEDIATELY; (2) SEED SHOULD BE SUPPLIED WITH ADEQUATE MOISTURE. SUPPLY WATER AS NEEDED, ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER, OR ON ADVERSE SITES. WATER APPLICATION RATES SHOULD BE CONTROLLED TO PREVENT RUNOFF. INSUFFICIENT AMOUNTS OF WATER MAY BE MORE HARMFUL THAN NO WATER. CONTROL MEASURE: PLA;TIC SHEETING PURPOSE: PROVIDES IMMEDIATE TEMPORARY EROSION PROTECTION TO SLOPES AND DISTURBED AREAS THAT CANNOT BE COVEFED BY MULCHING. ALSO, PROTECTS DISTURBED AREAS WHICH REQUIRE COVERING DURING PERIODS OF INACTIVITY IN WINTER MONTHS. PLASTIC SHEETING IS THE PREFERRED COW RING FOR SEED BEDS PLANTED DURING WINTER MONTHS, IN THAT IT NOT ONLY PROTECT A;AINST HEAVY RAINS BUT ALSO PROVIDES WARMTH AND LIGHT TO PROMOTE GERMINATION AND GROWTH OF SEEDS. DESIGN CRITERIA/SPECIFICATIONS: (1) "LASTIC SHEETING SHOULD HAVE A MINIMUM THICKNESS OF 6 MIL AND MEET THE REQUIREMENTS OF WSDOT/APWA SECTION 9-14.5; (2) COVERING SHOULD BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10 FOOT GRID SPACING IN ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN FULL LENGTH AND THERE SHOULD BE AT LEAST A 10 - 24-INCH OVERLAP OF ALL SEAMS. SEAMS SHOULD THEN BE ROLLED AND STAKED OR TIED; (3) COVERING SHOULD BE INSTALLED IMMEDIATELY ON AREAS SEEDED DURING WINTER MONTHS, AND REMOVED AS SOON AS POSSBLE ONCE VEGETATION IS WELL GROWN TO PREVENT BURNING THE VEGETATION THROUGH THE PLASTIC SHEETING, WHICH ACTS AS A GREENHOUSE; (4) WHEN COVERING IS OSED ON UNSEEDED SLOPES, IT SHOULD BE LEFT IN PLACE UNTIL THE NEXT SEEDING PERIOD; (5) PLASTIC COVERING SHEETS SHOULD BE BURIED TWO FEET AT THE TOP OF SLOPES IN ORDER TO PREVENT SURFACE WATER FLOW BENEATH SHEETS. MAINTENANCE: PLASTIC COVERING MUST JE CHECKED OFTEN FOR RIPS AND PLACES MERE THE PLASTIC MAY BE DISLODGED. CONTACI BETWEEN THE PLASTIC AND THE GROUND SHOULD ALWAYS BE MAINTAINED. ANY AIR BUBBLES FOUND SHOULD BE REMOVED IMMEDIATELY OR THE PLASTIC MAY RIP DURING THE NEXT WINDY PERIOD. RE -ANCHOR OR REPLACE AS NECESSARY. **-SEE TABLE 3-2, THIS SHEET 7pc45, As Require r 209 fit' TABLE 3-1 MULCH MATERIAL, APPLICATION RATES AND SPECIFICATIONS MULCH MATERIAL QUALILTY APPLICATION APPLICATION RATES DEPTH OF STANDARDS RATES PER ACRE APPLICATION PER 1000 SO FT GRAVEL, WASHED: 3/4' - 9 CU YDS 400 CU YDS, 3' CRUSHED STONE 1-1/2" SIZE OR SLAG HAY OR STRAW AIR-DRIED, FREE 75-100 LBS., 1.5 - 2.5 T'()NS LIGHTLY COVER FROM UNDESIRABLE 2-3 BALES (90-100 BAI FS) ENTIRE SURFACE SEED & COARSE (MIN. 2-) MATERIAL WOOD FIBER DYED GREEN. 25-30 LBS. 1000-1500 LBS. 2' CELLULOSE NO GROWTH ORGANISM INHIBITING FACTORS TABLE 3-2 TEMPORARY EROSION CONTROL SEED MIXTURE NAME PROPORTIONS BY PERCENT PERCENT WEIGHT PURITY GERMINATION REDTOP (AGROSTIS ALBE) 10% 92% 90% ANNUAL RYE LOLIUM 40% 98% 90% MULIIFOLIUM) CHEWINGS FESCUE (FESTUCA 40% 97% 80% REBRA COMMUTATA) JAMESTOWN, BANNER, SHADDOW OR KOKET WHITE DUTCH CLOVER 10% 96% 90% (TRIFOLIUM) J Legend M = M = = = = = PROPOSED CULVERT — — — — — — SURFACE DRAINAGE .50� DOWN SPOUTS TO CATCH BASIN IN 6- DIA., PVC PIPE a SILT FENCE, SEE DETAIL C STRAW BALES, SEE DETAIL e C ---------------- CLEARING LIMITS ASPHALT SURFACE © PROPOSED 120 GAL PROPANE TANK ,• i, UN am p our (tYP.) q• DQylht bosem�bt/ �� �. ti cut into, slope Dom' 5tabilize slope w/ terrd tiIV rockery around stryct we1I1 f a Exist. Trees a be Selettrve7y.triljlm Ir t , r -•A ` ~ hplt/cogcretg:dive F I ' -Vrv/ Proposed ^� �% 15' front yA14'setback 5' sideyardsetb ck _ d C r Ije % Winter P o Spr'ng-Poll v z N 86a34' 17" — �' Summer t C Site Plan r n emack" II. M �C fie• Tt Location: Woodridge Village, Port Ludlow, WA !('J Ul Section 21, T.28.N.R.1 E.W.M. ' 2 LOFT Address: 94 Red Cedar Lane 1 Assessors Acc't No.: 999-700-042 Job. 2005-141 10-26 05 Site Plan � oMAcIEA�y��� GRAPHIC SCALE ( IN FEET ) I inch = 40 ft. R� EXPIRES: JUNE 7, 2006 I n s as Vicinity Map u is IN is IS 0 NOTES: YARD DRAINS TO BE CONSTRUCTED FROM CONCRETE PIPE, IN ACCORDANCE WITH ASTM C 14 UNLESS OTHERWISE SHOWN \ / ON THE PLANS OR NOTED IN THE SPECIFICATIONS. LE (ZE IS OUTSIDE WNl OUTLET PLAN VIEW DIAMETER PLUS YARD DRAIN ® CONNECTION TO OUTLET PIPE TO BE MORTARED AND 4 MADE FLUSH WITH INSIDE OF THE YARD DRAIN WALL FINISHED G ® CAST IRON BELL GRATE FITS INTO BELL RECESS AND MENDS FACE OF BE, THE GRATE SHALL HAVE SLATS II (F(LUSH ))WITH II LEA BELLLLSUR CONSTITUTEPERCENT �Fi LL BE NON—RROCKING FINISHED TO ASSUREF FIT WITH ANY COVER POSITION. = 0 ® WASHED DRAIN ROCK a INCHES MINIMUM DEPTH. T I I ® VARIES 12 INCHES OR 18 INCHES. SPECIAL CAST YARD DRAIN MAY BE REQUIRED FOR 'I MULTIPLE PIPE CONNECTIONS. YARD DRAIN IS NOT PERMITTED WITHIN THE RIGHT-OF-WAY. 5 ELEVATION VIEW YARD DRAIN CONNECTIONS N.T.S. EMERGENCY CONTACT PERSON JOE KUNKER PHONE: (360) 302-0156 E C EE WE 2�DNOV 9 IEr; PS"I`i Cn';� Ty -J STAKE BALES TO MAINTAIN POSITION STRAW Br.LES AS REQUIRED AS REQUIRED ( 2 STAKES / BALE ) I1� W,4W 1��t 1'-0" MIN. FREEBOARD NO SCALE STRAW BALE SWALE4 (USE AS REQUIRED) APPROVED STORMWATER PLAN [ I — , - - , DEPT. 0 SIG\ATI, 01 THIS IS TO CERTIFY THAT THIS INDIVIDUAL LOT ONSITE INFILTRATION SYSTEM PLAN COMPLIES WITH THE REQUIREMENTS OF THE RECORDED STORM DRAINAGE REPORT FOR THE PLAT OF WOODRIDGE VILLAGE, DIV. 1, THAT IT WILL BE CONSTRUCTED ON SLOPES LESS THAN 15% AND THAT IT WILL BE LOCATED MORE THAN 25-FEET FROM THE TOP OF A SLOPE. YAATHEW C, MaCLEARNSB RRY , PLS, PE Y Olympic Ridge, Inc. MacLearnsbry En neering, P.S. Civil E �Faers anners Stormwater Site Plan (SWPPP) L 159 Wyatt Way 1pbri ge Is nd, WA 98110 Lot 12, Woodridge Village Div. 1 phone: (206) 84551 'aCS (206) 780-2408 DRAWN BY DATE November 2005 JDB No ARCM 28, 25536 �-1 CHECKED BY MCM SCALE 1"=10' SHEET 1 OF 1