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HomeMy WebLinkAboutBLD2006-00298 8 • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD06-00298 Received Date 05/30/2006 SITE ADDRESS: 432 RAINIER LN Issue Date 06/21/2006 PORT LUDLOW, 98365 APPLICANT: PORT LUDLOW ASSOCIATES LLC PHONE: 360-437-2101 70 BREAKER LN PORT LUDLOW WA 983659766 SUBDIVISION: PORT LUDLOW NO. 1 AREA 4 Block: Lot: 53 PARCEL NUMBER: 990400450 Section: 8 Township: 28 N Range: 01 E CONTRACTOR: PORT LUDLOW ASSOCIATES LLC PHONE: (360)437-2101 70 BREAKER LN PORT LUDLOW WA 98365 360-437-2522 Contractor's License: PORTLAL994L8 Expires: 5/2/2008 PROJECT DESCRIPTION: NSFR W/ATT GARAGE &A/G 120 GAL PROP TANK CALL IN FOR THE REQUIRED INSPECTIONS THAT APPLY TO YOUR PROJECT. SETBACKS: 7—1-0 6 UFFER: Footing: 'Z --fI-Q. T4 Foundation: a idike ektion 7/27/6.6# Stormwater FINAL Approval: falf7,0C i t#rLIPE "RAaUS ok 714, Underground Plumbing: Underground Insulati n: Shear Wall : de isitL, Sheathing: Framing: a/F FRAMOX 6K BIIL/OGJ QK gyp/`/ /v1 Plumbing: dV Wig" Propane Tank/ Lines: or a2 Liz, Ok lO 301 .1,;.iJK Lc., o(i //07 lif Insulation: MR_,,II QL dK /D�6 0G �US/r �� (Jnua Sheetrock: ND �ut6eoi CWB 54/6 E5 Septic Sytem Final Approval MUST be obtained before final of structure can be attempted. Road Approach Final Approval: Zoning Final Approval: nn Final/Occupancy Approval: Dg -tar % 3//67 Artif HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL RE« IRED PRIOR TO FINAL INSPECTION THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. CALL 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS. Office Hours 9:00 a.m. -4:30 p.m. HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY -SEE REVERSE 4111 SPECIAL CONDITIONS FOR CAI t BLD06-00298 1.) 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. 2.) A Small Parcel Erosion and Sediment Control 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. 3.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 4.) 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 as an automobile wrecking yard or junk (or salvage) yard and allowed as a Permitted Use in Table 3-1 of the UDC, 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). 5.) Maximum lot coverage is not to exceed 45%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 6.) Minimum setback from Rainier Lane right-of-way shall be 20 feet. Minimum side and rear yard setbacks shall be 5 feet. 7.) 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. 8.) 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. 9.) The building height is not to exceed 35 feet. 10.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 11.) Per MPR Code Section 3.107, Accessory Dwelling Units (ADU's) shall not be allowed within the MPR-SF zone. 12.) The parcel has been designated as MPR SF 4:1 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 13.) Per email dated March 2, 2004 from Jeff Davis, WDFW wildlife biologist, Osprey are no longer a priority habitat species. 14.) The road approach permit(RAP06-0110)will be issued with the building permit. 15.) The lot was created through the Port Ludlow No. 1 Area 4 Subdivision on June 3, 1968 under AFN 196207. 16.) The lot is served by Port Ludlow water and sewer. 17.) An address of 432 Rainier Lane, Port Ludlow has been assigned to the lot. Rainier Lane is a county local access road (C511409). 18.) All stormwater from patios and/or sidewalks shall be dispersed of on site. The driveway shall be at such a grade as to allow the stormwater to enter into the county road ditch and shall not be allowed to drain onto neighboring properties. 19.) FOOTING DRAIN SHALL BE PLACED AT OR BELOW BASE OF FOOTING. I:\F_B LD_Perm it_Buildng.rpt 10/29/1999 4 ��¢SoN oa6,�4 JEFFER COUNTY411 DEPARTMENT OF COMMUNITY DEVELOPMENT ` 621 Sheridan Street• Port Townsend Washington 98368 4 ._.., "._ 360/379-4450 • 360/379-4451 Fax n IsztiNco y www.co.jefferson.wa.us/commdevelapment J 2Y._ Master Permit Application MLA: Qb a-7---) i Project Description(include separate sheets as necessary): /Veu) s agle i''tam.y ces%4rre, w/atiaac`ied cafe. 14- /'4 4Pt✓l Tax Parcel Pro Number: (i CJ/ //�U `�C� Size: A77 3 ((acres/square feet) Site Address and/or Directions to Pro pe rtY� —' Property Owner(s)of Record: AaI-f"L4�� g ssociaks CLC Telephone: �.340) 5'37-2/0 / ,Fax 440) 5'3 - 2522 email: Mailing Address: 7o e'-e #e,,,c Zarg,f 'ore LA'a/dw j we 983o c Applicant/Agent(if different from owner): ,, 4 Telephone: Fax: email: Mailing Address: What kind of Permit?(Check each box that applies) 'Building ❑ Variance(Minor,Major or Reasonable Economic Use) ❑Demolition Permit ❑ Conditional Use[C(a), C(d),or C]** dSingle Fami ❑ Discretionary"D"or Unnamed Use Classification el/Garage Attached Detached ❑ Special Use(Essential Public Facilities)** ❑Manufacture. 'ome ❑ Boundary Line Adjustment ❑Modular ❑ Short Plat** ❑Commercial* ❑ Binding Site Plan** 14 Change of Use ❑ Long Plat** 11Address 'Road Approach_ ❑ Planned Rural Residential Development(PRRD)/Amendments** Propane ❑ Plat Vacation/Alteration** ❑Mowed"Yes"Use Consistency Analysis ❑Shoreline Master Program Exemption/Permit Revisions** ❑Stormwater Management ❑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: DESIGNATION OF AGENT I hereby designate to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE ( / _— 7ivt_Ciy Date: -5/��`f� -16 By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or it's knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable 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: --6��-•-- /1-4---- --2 S/3��C Date: The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the, 'Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this a I' 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-transfers le responsibly for adhering to and complying with the ESA. The Applicant has read this disclaimer a d signs and dates it beim Signature: ��-� ('1�` `� Date: S/34'�✓6 • G:\Pem itCenter\FORMS\DRD FORMS\Master Permit Application 7-8-04.doc ' ' ' -_� ' v • BUILDING PERMIT APPLICAT ON ML ReviewTy 277 Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD06-00298 Received Date: 5/30/2006 SITE ADDRESS: u32 RAINIER LN PORT LUDLOW, 98365 OWNER: PORT LUDLOW ASSOCIATES LLC PHONE: 360-437-2101 70 BREAKER LN PORT LUDLOW WA 983659766 PORT LUDLOW NO. 1 AREA 4 SUBDIVISION: Block: Lot: 53 PARCEL NUMBER: 990400450 Section: 8 Township: 28 N Range: 01 E CONTRACTOR: PORT LUDLOW ASSOCIATES LLC PHONE: (360)437-2101 70 BREAKER LN PORT LUDLOW WA 98365 Contractor's License PORTLAL994L8 Expires 5/2/2008 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOt NSFR W/ATT GARAGE & A/G 120 GAL PROP TANK TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 2,289 VALUATION 229,464.00 ADD'L: HEAT TYPE: HTP CODE EDITION: 2003 HEAT BASE: HEAT TYPE: PRO OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: 540 SHORELINE: CONST TYPE: SETBACK: DECK: 491 BANK HEIGHT: SEWAGE DISPOSAL: SEW WATER SYSTEM: LUDLOW BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 2 Prop: 2 Total: 2 Total: 2 Routing Date: r IP Type Amount Paid By: Date: Receipt: A Ap roved/Date Permit $1,721.75 LYK 05/30/06 81382 State Building Code $4.50 LYK 05/30/06 81382 Potable Water Application $55.00 LYK 05/30/06 81382 JUN a 12006 Total: $1,781.25 Jeiterson County Planning & Building Department • S APPROVED STORMWATER PLAN Stormwater Require JUN 1 9 2006 JEFFERSON COUNTY JEFFE S O N Y STORMWATER MANAGEMENT DEPT.OF CO I L EN SMALL PARCEL EROSION AND SEDIMENT CONTRO EROSION AND SEDIMENT CONTROL WORKSHEET Property Owner: Port Ludlow Associates Telephone: 437-2101 Address: 70 Breaker Lane, Port Ludlow, WA 98365 Assessor's Parcel Number: qq 07 oo41 So Building Permit or Septic Permit Application Number(if applicable): Brief Project Description: New Single Family Residence W/ attached garage. Site Location: kQ 1 h I E. L a nt , pr�V L h.{d.C[ I ow tog . q u1u5 Person Responsible for BMP Installation and Maintenance: AI y 3 Address: Same as above Telephone:Same as above 1. Describe/check the Best Management Practices (BMPs) that you will implement during land disturbing activities or construction to control erosion and prevent sediment from entering water bodies (marine waters, streams, rivers, lakes, or wetlands) or impacting adjacent property or roads. Please check the measures you plan to implement and show their approximate location on the site plan. You may also propose measures other than those listed. Attach additional sheets,if more space is required. [] Stabilize construction access route. Limit construction vehicles to one route, if feasible. Provide a stabilized construction access by applying quarry spalls,ballast, or crushed rock to minimize tracking sediment onto roads. (See attached illustration from Stormwater Management Manual.) If sediment is transported onto roads, they will be cleaned thoroughly. [] Minimize the extent of land disturbing activity and preserve existing vegetation. Preserve buffers of well-established vegetation between disturbed areas and property boundaries, roads, water bodies, and designated critical areas (wetlands, fish and wildlife habitat areas,landslide or erosion hazard area,etc.). SPESC Instructions—Short Form Revised July 17,2002 POW 3 ^ f' + ' C Jo i . FERSD • • EROSION AND SEDIMENT CONTROL WORKSHEET [] Phase clearing so that only areas that are actively being worked are uncovered. [] Start and complete land disturbing activities and stabilize the site between April 1 and September 30. Stabilization means that disturbed areas will have well-established plant cover or be landscaped to minimize erosion. [)Q Stabilize exposed soil Exposed and unworked soil will be covered within 2 days between October 1 and March 31 and within 7 days between April 1 and September 30. [ ] Cover exposed soil with a minimum of 2 inches of straw or hay or other material approved for this purpose. [ ] Cover soil stockpiles with plastic sheeting and locate away from water bodies, roads, and property lines. [] Place gravel base on roads,driveways,and parking areas after clearing and subgrade preparation. [f Protect adjacent properties and water bodies from sediment deposition: [] Place straw or hay bales in ditches and drainage ways down slope from areas of land disturbing activity to filter runoff before it leaves the project site or enters water bodies.(See attached illustrations from Stormwater Management Manual.) [ ] Install a filter fence down slope from areas of land disturbing activity to filter runoff before it leaves the project site or enters water bodies. (See attached illustration from Stormwater Management Manual.) [X Regularly inspect and maintain all BMPs especially after storms events. [] Describe other erosion and sediment control Best Management Practices. Be specific as to design and specifications. Site is very flat with sandy sni ls. So I believe the above measures will be sufficient. PERMIT # BL P y SPESC Instructions—Short Form 0 0 `. Revised July 17,2002 ffiBSON • • • EROSION AND SEDIMENT CONTROL WORKSHEET 2. Describe how disturbed areas will be permanently stabilized(seeded, landscaped,apply gravel base to roadways,etc.) Areas that are distrubed will be landscaped with natural type vegetation and lawn to property line 3. Describe how runoff from impervious surfaces will be controlled (disperse to vegetated areas to. infiltrate,dry well,infiltration trench,route runoff to existing drainage facilities,etc.). ; , All impervious surfaces win he rim to roof drains and catch basins as designed into the plat requirements. ,.� %lit Qi 0 � 2 SPESC Instructions—Short Form Revised July 17,2002 5 MAY 3 0 ��u i • EROSION AND SEDIMENT CONTROL WORKSHEET 4. Specify your construction sequence. Describe the timing of all land disturbing activities (clearing and grading, construction, installation of drainage facilities, landscaping, etc.) and Best Management Practices.Describe proposed maintenance of BMPs. After excavation the soil piles will be covered and silt fence will be installed. Silt fence will be left in Place until we are ready to landscape and all roof drains/ catch basins are in. Landscaping will be installed as early as possible on the exterior of the building when all exterior concrete work is completed,( , ( k The Best Management Practices proposed above will be implemented to control erosion, sediment, and stonnwater runoff.II will notify the Jefferson County for inspections as re wired. Signature of Owner/Agent Date SPESC Instructions—Short Form 4 =-- r Revised July 17,2002 ;' ; 6 MAY 3 0 :006 ' M®CIE I] 0 D fl ® •IJ I lee �r •= , A cu I 1 y ' g '� _ I I \� .. 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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 I F TEMPORARY CONTACT PERSON RESULT N A NNE. THE DESIGNATED TEAR 0 CO C 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. PRIOR T BEGINNING ANY WORK ON THE PROJECT SITE, A PRE- CONSTRUCTION3. 0 0 TE , CONFERENCEMST HE ND HA BE ATTENDED BY U BE LD A S SHALL THE GENERAL CONTRACTOR, THE BUILDING LDING INSPECTOR, REPRESENTATI VES 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 TO BE CONSIDERED ADEQUATE BASIC REQUIREMENTS FOR 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 FLOGR " 11 v2 z Zn "TWIT # 810 1 v2" X 5v2• 4acoFINISH GRADE C4 tAfffOSON COUNTY is PG— 2RIN ra Be CRAWL SPACE 3 LI.d �1 13 t9 5 - OF FOOTING DRAIN — 4' PERFORATED PIPE AROUND ENTIRE PERIMETER, WITH WASHED ROCK SACKFILL ROADSIDE DITCH DRATYPICAL BUILDING/GRADE RELATIONSHIPS N.T.S. X 2" POSTS F:SERTED 2 FEET LI I O GROUND If t / 6Lpn 1 Im\1��m��1 mm Emil �ftmmftmft ft Imm 1,,=1�i wi: ul: NOTE: SILT INTERCEPT SWALE MAY BE SUBSTITUTED FOR SILT FENCE WHERE APPROPRIATE. e" SILT FENCE 2 �Y�NG a019 ', �i)� �10• 1t • • ,,� i QUARRY PROVIDE• INGRESS/EGRESS AREA NO SCALE STRAW BALES AS REQUIRED ].POSTITON FILTER FABRIC OVER ENTIRE TRENCH PERIMETER AND BACKFH,L WITH NATIVE MATERIAL ON THE UPSLOPE SIDE OF THE TRENCH. CE STAKE BALES TO MAINTAIN POSITION AS REQUIRED ( 2 STAKES / BALE ) MIN. FREEBOARD NO SCALE STRAW BALE M (USE AS REQUIRED 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 SHCULD BE LOCATED WHEREVER VEHICLE ACCESS ROUTES INTERSECT PAVED ROADS; (3) MA'ERIAL 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 WIT4 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 STABILIZATION SUCH AS A GEOTEXTILE MAT MAY BE REQUIRED. PROCEDURE: (1) A FILTER FABRIC FENCE SHOULD BE INSTALLED DOWNHILL FROM THE C OISTRUCTION ENTRANCE T0 INTERCEPT R PT AND CO NTAIV ANY SEDIMENT -LADEN RUNOFF FROM I IF THE K P NOT ADEQUATELY THE ENTRANCE OR FROM TIRE WASHING; 2 E ROC AD DOES QU E REN40YE 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 WTIH CRUSHED ROCK AND WAS WATER SHOULD DRAIN TO A SEDIMENT RETENTION FACILITY; P AVAILABLE A REQUIRED. (3) STREET CLEANING EQUIPMENT SHOULD BE L(BLE S OU MANTENANCE: (1) ENTRANCES MAY REQUIRE PERIDDIC TOP DRESSING WITH 2-INCH STONE, AS NECESSARY TO PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC ROADWAYS; (2) IF SEDIMENT IS TRANSPORTED ONTO A ROAD SURFACE, THE ROADS SHALL BE CLEANED TH(ROUGHLY AS A MINIMUM AT THE END OF EACH DAY. SEDIMENT SHOULD BE REMOVED FROM ROADS BY SHOVELING OR SWEEPING. STREET MASHING 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 STABIUZATION. PUP POSE: TEMPORARILY STABILIZES ROADS, PARKING AREAS, AND ON -SITE TRANSPORTATION RO1,'TES WITH STONE IMMEDIATELY AFTER GRADING, REDUCES EROSION CAUSED BY CONSTRUCTION TRAFFIC OR RUNOFF, DESIGN CRITERIA/SPEOFICATIONS: 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 WERE SOILS ON SITE ARE GRAVELLY; (3) A 8-INCH DEPTH OF 2' - 4- CRUSHED ROCK, GRAVEL BASE, OR CRUSHED SURFACING BASE COURSE SHALL BE APPLIED IMMEDIATELY AFTER GRADING OR THE CONPLETION OF UTIUTY INSTALLATION WITHIN THE RIGHT-OF-WAY. A 3-INCH COURSE OF ASFHALT TREATED BASE (ATM) MAY BE USED INSTEAD OF THE CRUSHED ROCK. PRC'CEEDURE: (1) WHERE FEASIBLE, ALTERNATIVE ROUTES SHOULD BE MADE FOR CONSTRUCTION TRAFFIC; ONE FOR USE IN DRY CONDIION, THE OTHER FOR WET CONDITIONS WHICH INCORPORATES THE MEASURE LISTED BELOW: (2) TEMPORARY ROADS SHOULD FOL_OW 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) INS"ALLED INLETS SHALL BE PROTECTED TO PREVENT SEDIMENT LADEN RUNOFF FROM ENT -RING 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 ERCDING. CONTROL MEASURE: DUST CONTROL PURPOSE: PREVENTS SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES, DESGN CRITERIA/SPECIFlCAnONS: (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. (.� SPRAY EXPOSED SOIL AREAS WITH AN APPROPRIATE DUST PALLIATIVE. NOTE: OIL IS PROHIBITED FOR USE AS A PALUATIVE. CONTROL MEASURE: LIMIT CLEARING OF SITE. PURPOSE: REDUCES LIKELIHOOD OF, OR EXTENT OF, TURBIDITY IN DOWNSTREAM STORMWATER BY MINIMIZING THE SOURCE OF SILT PICKED UP ON SURFACE RUNOFF. DESIGN CRITERIA/SPECIFICATIONS: CLEARING SHOULD BE LIMITED TO THE MINIMUM AREA NECESSARY TO PERFORM WORK AND IMMEDIATELY REVE(ETATE 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 REVEGETATEE OR OTHERWISE STABILIZED. CONTROL MEASURE: COVER AREAS LEFT UNWORKD FOR MORE THAN 48 HOURS. (SEE ALSO MULCHING, SODDING, PLASTIC SHEETING BMP'S). PURPOSE: MINIMIZE THE AREA EXPOSED TO RAINFAJ- 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. PRCCEDURE 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 UKELY TO BE LEFT UNATTENDED. CONTROL MEASURE: MULCHING. (SEE ALSO NETS AND MATS). PURPOSE: MULCHING PROVIDES IMMEDIATE TEMPORARY PROTECTION TO EXPOSED AREAS ANE, ALLOWS GERMINATION AND PROTECTION OF SEEDED AREAS BY CONSERVING MOISTURE, MODERATING SOIL TEMPERATURES, AND HOLDING FERTILIZER, SEED AND TOPSOIL IN PLACE DES GN 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 SHCULD BE USED ON SLOPES STEEPER THAN 2:1; (4) WOOD FIBER CELLULOSE BLANKET ARE CONSIDERED PROTECTIVE MULCHES AND CAN BE USED ALONE ON ERODIBLE SOILS AND DURING ALL TIMES OF THE YEAR. MAIERIALS: (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, ROLJNG OR PUNCHING INTO SOIL, COVERING WITH NETTING, SPRAYING WITH A CHEMICAL OR FIBER BINDER OR BY KEEPING MOIST; (2) WOOD RBER CELLULOSE (PARTLY -DIGESTED WOOD FIBERS): WHEN USED FOR EROSION CONTROL ON CRITCAL AREAS, THE APPLICATION RATE SHCULD BE DOUBLED. APPLY WITH HYDROMULCHER. NO TE 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 PLAINTS AND ORNAMENTALS. USE WHERE SUBJECT TO FOOT TRAFFIC; (4) CORN STALKS: SHREDDED INTO 4' - 6" LENGTHS, DECOMPOSES SLOWLY AND RESISTS WINDBLOW; (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 STE'rPER THAN 674 (6) BARK CHIPS/SHREDDED BARK: CANNOT BE CLOSELY MOWED. ADDITIONAL NITROGEN FOR SEEDS NOT REQUIRED. TENDS TO WASH DOWN SLOPES STEEPER THAN 6X AVOID TILUNG BARK OR SAWDUST INTO SOIL. AS IT TENDS TO REMOVE NITROGEN FRC4 SOIL, RELEASING IT ONLY WHEN IT DECAYS. PRCCEDURES: (1) MULCHES SHOULD BE USED FOLLOWING TEMPORARY OR PERMANENT SEEING; (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 SEE')ED BECAUSE OF THE SEASON; (4) MULCHES SHOULD BE USED ON EXPOSED SOILS (INCLUDING STOCKPILES WIHICH 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 (CONTD.) CONTROL MEASURE; TEMPORARY EROSION CONTROL SEEDING. (SEE ALSO TOPSOILING, SURFACE ROUGHENING, MULCHING, PLASTIC SHEETING AND NETS AND MATS). PURPOSE: REDUCES EROSION AND SEDIMENTATION BY TEMPORARILY STABILIZING EXPOSED SOILS FOR UP TO 1 YEAR DESIGN CRITERIA/SPEGFlCATIONS (1) SEEDING CAN BE DONE DURING THE PERIOD OF MARCH 1 THROUGH SEPTEMBER 30 (IF PLANTED 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 TIC SHEETING; IS IMMEDIATELY STABILIZED BY MULCHING, NET/MATS OR PLASTIC EE ( 2 ) SITE PREPARATION, INCLUDING THE INSTALLATION OF SURFACE RUNOFF CONTROL MEASURES, SHOULD BE COMPLETED PRIOR TO SEEDING. THE SEED BD SHOULD BE FIRM BUT NOT COMPACT, WITH A FAIRLY FINE SURFACE SURFACE ROUGHENING SHOULD BE DONE AT RIGHT ANGLES TO THE SLOPE AND PREFERABLY TRACK WALKED UP SLOPE TRACK WALKING IS LEAVING A PATTERN OF CLEAT TRACTOR P AND DOWN THE:ISLOP LEA G DRIVING A CRAWLER CTOR U E, IMPRINTS PARALLEL TO THE SLOPE CONTOURS; (3) HYDROSEDING APPLICATIONS WITH APPROVED SEED-MULCH-FER71UZER MIXTURES MAY ALSO BE USED; (4) SOIL AMENDMENTS/FERTIUZERS SHOULD BE APPLIED AS RECOMMENDED BY SUPPLIERS. WHEN FERnLZIN SEEDING OVER SUBSOIL (WITHOUT TOPSOIL), AVOID 0 VER G, ESPECIALL Y 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 PREPARED SEED BED AT A RATE OF 120 LBS PER ACRE TABLE 3-200 GIVES RECOMMENDED TEMPORARY EROSION CONTROL SEED MIXTURE MAINTENANCE. (1) INSPECT SEEDED AREAS FOR FAILURE AND MAKE NECES SARY REPAIRS AND RESEED IMMEDIATELY; (2) SEED SHOULD BE SUPPLED WITH ADEQUATE MOISTURE. SUPPLY WATER AS NEEDED, ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER, OR ON ADVERSE SITES. WATER APPUCATION RATES SHOULD BE CONTROLLED TO PREVENT RUNOFF. INSUFFICIENT AMOUNTS OF WATER MAY BE MORE HARMFUL THAN NO WATER. CONTROL MEASURE: PLASTIC SHEETING PURPOSE PROVIDES IMMEDIATE TEMPORARY EROSION PROTECTION TO SLOPES AND DISTURBED AREAS THAT CANNOT BE COVERED BY MULCHING. ALSO, PROTECTS DISTURBED AREAS WHICH REQUIRE COVERING DURING PERIODS OF INACTIVITY IN WINTER MONTHS, PLASTIC SHEETING IS THE PREFERRED COVERING FOR SEED BEDS PLANTED DURING WINTER MONTHS, IN THAT IT NOT ONLY PROTECT AGAINST HEAVY RAINS BUT ALSO PROVIDES WARMTH AND LIGHT TO PROMOTE GERMINATION AND VROWTH OF SEEDS. DESIGN CRITERIA/SPECIFICATIONS: (1) PI-ASTIC 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 POSSIBLE ONCE VEGETATION IS WELL GROWN TO PREVENT BURNING THE VEGETATION THROUGH THE PLASTIC SHEETING, WHICH ACTS AS A GREENHOUSE; (4) WHEN COVERING IS USED 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 BE CHECKED OFTEN FOR RIPS AND PLACES WHERE THE PLASTIC MAY BE DISLODGED. CONTACT 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 4 GRAPHIC SCALE ( IN FEEL' ) I inch = 20 iL 0 A C; TABLE 3-1 MULCH MATERIAL, APPLICATION RATES AN[. SPECIFICATIONS MULCH MATERIAL OUALILTIY APPLICATION APPLICATI(N RATES DEPTH OF STANDARDS RATES PER ACRE APPUCATION PER 1DOD SO FT GRAVEL. WASHED: 3/4' - 9 CU YDS 400 CU YES. 3" CRUSHED STONE 1-1/2' SIZE OR SLAG HAY OR STRAW AIR-DRIED, FREE 75-100 LBS., 2-3 BALES 1.5 - 2.5 TONS (90-100 EALES ) LIGHTLY COVER ENTIRE SURFACE FROM UNDESIRABLE SE Dk COARSE (MIN. 2-) MATERAL N000 FIBER DYED GREEN. 25-30 LBS. 1000-1500 LEIS, 2 CELLULOSE NO GROWTH ORGANISM INHIBITING FACTORS TABLE 3-2 TEMPORARY EROSION CONTROL SEED MIXTURE NAME PROPORTIONS BY PERCENT PERCENT WEIGHT PURITY GERMINATON REDTOP (AGROSTIS ALOE) 10% 92% 90% ANNUAL RYE (LODUM 40% 98% 90% nF UM MUL OLI ) CHEWINGS FESCUE (FESTUCA 4O% 97% 80% REBRA COMMUTATA JAMESTOWN, BANNER, SHADDOW OR KOKET WHITE DUTCH CLOVER 10% 96% 90% (TRIFODUM) -''�_ EXPIRES: JUNE 7, 2008 Legend ❑— SILT FENCE, SEE DETAIL C PROPOSED CULVERT STRAW BALES, SEE DETAIL C - - - - - - -y SURFACE DRAINAGE -. - - - - - - - CLEARING LIMITS D S 4' DNA., PVC DRAIN PIPE (MININUM SLOPE - 1.0%) © PROPOSED 120 GAL PROPANE TANK SS PROPOSED SANITARY SEWER LINE ASPHALT SURFACE ---SS---- EXISTING SANITARY SEWER UNE W PROPOSED WATER LINE CONCRETE SURFACE CLEARED AREA - 14,380 SQ. FT.+/ - IMPERVIOUS AREAS: DRIVEWAY - 882 SO. FT. +/- EMERGENCY CONTACT PERSON BUILDING - 2,829 SQ. FT. +/- ROBB BAILEY TOTAL IMPERVIOUS AREA - 3,711 SQ. FT. +/- PHONE: (360) 437-2101 CLIENT ort Ludlow Associates, LLC MacLearnsb Engineering, P.S. Civil En' eers anners Stormwater Site Plan (SWPPP) 159 Wyatt Way An ge I� d, WA 98110 Lot 53, Port Ludlow No.1 ! Area 4 phone: (206) 84 5511 ac9imil : (206) 780-2408 DRAWN BY ARCM DATE May 26, 2006 JOB NO 26526 CHECKED BY MCM SCALE 1"=20r SHEET 1 OF 1