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HomeMy WebLinkAboutBLD2005-00422 BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD05-00422 Received Date 06/24/2005 SITE ADDRESS: 112 JEFFERSON AVE Issue Date 07/22/2005 PORT LUDLOW, 98365 APPLICANT: PORT LUDLOW ASSOCIATES LLC PHONE: 360 437-2101 70 BREAKER LN PORT LUDLOW WA 983659766 SUBDIVISION: PORT LUDLOW NO. 2 Block: Lot: 87 PARCEL NUMBER: 990600387 Section: 9 Township: 28 N Range: 01 E CONTRACTOR: PORT LUDLOW ASSOCIATES, LLC PHONE: 360-437-2522 70 BREAKER LN PORT LUDLOW WA 98365 PROJECT DESCRIPTION: NEW SFR W/ATT GARAGE& 120 GAL PROPANE TANK CALL IN FOR THE REQUIR D I SP TIONS THAT APPLY TO YOUR PROJECT. SETBACKS: £K 8/6QS UFFER: oak s/jg QS p Footing: 0, 80g Q,S f Foundation: DR $ s0as Stormwater FINAL Approval: al fq/GS(51 Underground Plumbing: Underground Insulation: f • Shear Wall : t- 4/' ///� Sheathing: (/'' Framing: aK�,l,_zrxib ,hrecPlumbing: GAL'�,!7 d t t " Propane Tank/ Lines: /AST dots ZuvrOk 11/205* AG Insulation: /2;4'5 le VAgutr ii/Alt ok 10/aS, 4€ Satz_ et._ /z s Sheetrock: // Septic Sytem Final Approval (If not on sewer): Road Approach Final Approval: Zoning Final Approval: Final/Occupancy Approval: tom' -gar 4/z fAAL HEALTH DEPARTMENT AND PUBLIC WORKS APPRL RE UIRED 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 SPECIAL CONDITIONS FOR CASE # BLD05-00422 • 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 Stormwater Site Plan has been submitted and approved by the Department of Community Development. Once the subject permit has been issued the applicant shall fully implement the provisions of the submitted plan and contact the Jefferson County Department of Community Development to arrange a schedule to inspect the property for plan compliance. A Certificate of Occupancy will not be issued until the Department verifies plan compliance. No clearing for roadways or utilities shall occur on the project site until clearing necessary for the installation of temporary sedimentation and erosion control measures have been completed. 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.) The building height is not to exceed 35 feet. 7.) Minimum setback from Pioneer Drive right-of-way shall be 20 feet. Minimum setback from Jefferson Avenue right-of-way shall be 20 feet. Minimum side and yard setbacks shall be 5 feet. 8.) 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. 9.) 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. 10.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 11.) Per MPR Code Section 3.17, Accessory dwelling units (ADU's) shall not be allowed in the MPR-SF zone. 12.) APPLICANT AND/OR CONTRACTOR SHALL CONTACT JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT (DCD)AT 360-379-4457 TO SCHEDULE A SITE VISIT WITH THE PORT LUDLOW DRAINAGE DISTRICT, DEVELOPER/OWNER, AND DCD PRIOR TO ANY LAND DISTURBING ACTIVITY BUT AFTER FOUNDATION IS STAKED. I:\F_BLD_Permit_Buildng.rpt 10/29/19 93 RILDING PERMIT APPLICAT N MLA OwTOpe3:I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD05-00422 Received Date: 6/24/2005 SITE ADDRESS: JEFFERSON AVE PORT LUDLOW, 98365 OWNER: PORT LUDLOW ASSOCIATES LLC PHONE: 360 437-2101 70 BREAKER LN PORT LUDLOW WA 983659766 PORT LUDLOW NO. 2 SUBDIVISION: Block: Lot: PARCEL NUMBER: 990600387 Section: 9 Township: 28 N Range: 01 E CONTRACTOR: PORT LUDLOW ASSOCIATES, LLC PHONE: 360-437-2522 70 BREAKER LN PORT LUDLOW WA 98365 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP NEW SFR W/ATT GARAGE & 120 GAL PROPANE TANK TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,585 VALUATION 223,144.00 ADD'L: 725 HEAT TYPE: HTP CODE EDITION: 2003 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: # OF STORIES: 2 OCCUPANCY: OTHER: CONST TYPE: 5N SHORELINE: GARAGE: 615 CONST TYPE: DECK: 68 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: SEW __ WATER SYSTEM: LUDLOW BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 3 Prop: 3 Total: 3 Total: 3 Routing Date: Type Amount Paid Bv: Date: Receipt: pAPID' uroved/Date Potable Water Application $53.00 INT 06/24/05 73344 V+ E ED State Building Code $4.50 INT 06/24/05 73344 JUL 2 2 2005 Permit $1,688.15 INT 06/24/05 73344 Total: $1,745.65 Jefferson County Planning 10:uildini Department 41coIW MIL- s a Ne•-•o I ��.gsorr C06. JEFFERSON SUNTY _ °C i\! /, i z 93 8 7\ _ 4A DEPARTMENT OF COMMU VE ENT -, 4 621 Sheridan Street• Port Tim erl l V shin 'ton-9'8�68 j 360/379-4450 • 360/379-4451 F E �, �o www.co.jefferson.wa.us/combndev lopment x i �la� S/Z� -i, BrNie :' JUN 2 4 2005 +�;z th/ 4 5;do ais r f J--�`J Master Permit Application _ ____ MLA: J J'' J Project Description(include separate sheets as necessary):- ;., ,:,'.,4 i Ale-IV _Slagle ramify res/de'xe- 4ilailiae-hed rr4fe. Tax Parcel q Prope Number: 9/6 -6 Op-3g 7 Size: a. /Z,S'O / _ (aeres/square feet) Site Address and/or Directions to Property: II 87 ? 4 r h�o�-, �ve_ , Ar f /th Du,, GU/I 9J 3GS Property Owner(s)of Record: tort IadG/QI(J f1Ss0Cf 2 rtes. ZL C Telephone: �.340) 5'3 7 2/O -Fax LV 0) - 2. 22 email: - Mailing Address: 70 f3rea er La/Pe-/ "Ore JaLd/ ), a)19 913A.S Applicant/Agent(if different from owner): it/,/e9 Telephone: Fax: email: Mailing Address: What kind of Permit? (Check each box that applies) If/Building ❑Variance(Minor,Major or Reasonable Economic Use) ❑Demolition Permit ❑ Conditional Use[C(a), C(d),or C]** Single Faryi ❑ Discretionary"D"or Unnamed Use Classification V'Garage Attached Detached ❑ Special Use(Essential Public Facilities)** El Manufactured Home ❑ Boundary Line Adjustment ❑ Modular ❑ Short Plat'" ❑Commercial* ❑ Binding Site Plan** ❑change of Use ❑ Long Plat** /9,ddress P/Road Approach ❑ Planned Rural Residential Development(PRRD)(Amendments** ropane ❑ Plat Vacation/Alteration** ❑Allowed"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 **R-.uires a Pre-A..lication Conference Please identify any other local,state or federal permits required for this proposal, if known: DESIGNATION OF AGENT I hereby designate to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE Date: By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or 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 an right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required r' o Access and right of entry to this property shall be requested and shall occur o ly durip regular business hours. // Signature: /� '` / /Y Date: �/ ( ' /6 .S ' 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 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 iance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transferable res fle. Ili f tl an complying with the ESA. The Applicant has read this disclaim r and igns and dates it below. Signature: /L° Date: _5 6' 3 G:\PermitCenter\FORMS\DRD FORMS\Master Permit Application 7-8-04.doc 14/22/2UL15 14:4b 3603794451 .31_=_FF ,CO DOD PAGE 05 04/10/2007; 21.:00 FAX 3604372527 0 PORT L1JDL0W ASSOCIATES -0 PERMIT CENTER 10 006/005 • ---- 6ML211111.111.DER STA_TEMENT .,F-.....- _!- , ., ,ekii- I:ha signer of Ibis statement does hereby car*that,they am re wiers of parcel rwerumethe rat they am not licensed contractors and that • therailltesesorekrosheiresponsibatbrofthezenerel Contractor . i I signature: . Date: •, r 1 il 1,1 11 — ' Jw-Pf 2 4 20Y I--- .) : 1 .. GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: _,.._____ h re- ACIedhid Atispc4lees_ a4,___ . ' (34-67F ..3_F _,2/17/ (360) V.31-Z.5-2 2. • NIAILING ADDRESS: 144.d/ ,-100-E4AIL.--- ' 76 AfrealsCr la/)e ijiild- Oda - ' - 001iTRACTOR'S LICENSE 9jj45 WA1NS NUMBER: ,Oie.-ri.A V, fl'9 48 — ARCHITECT/ENGINEER: 377Lock 144 41-,..5.-_ PHONE L ) ' 112AX:( ) MALIN°AconF-se: /1,49 / .5" , ñ, E1411. • , - Project-Type: ,._, .:..4prame wpo7 . . . Bathrooms: ,- . • • • Shoreline: • .lype of iteWage Dispoisal: - V New ke WoOd Existing: 709- trSOVIOr , a Addlion 0 Steel •Proposed: 3 Bank c Community System (3 Alteration/Remodel 0 Concrete Total: , 3 Height DI Individual System 0 Repair a Masonry SEP Permit# 0 Demolition 0 Other: Bedrooms: Water Supply: Existing: 19- Setback: 0 Private wall 0 Two Party Proposed: krPublic Type of float l: 1 jizazi P142 - Tota 64c - Name of System:„OW S 7- - _ If this is a Commercial ersgeot You mustapswer the followlno; Number of Parking Spaces: Current Proposed: Number of ism Parking Spaces: Number of occupants(includap owners,tenants,employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No jfihls Is a Pronane Tfirik ond/or toolianogifilOfWion22matangrsidllitrffilgetalitIMPIE, 0 UndergroUnd Tank krAbove ground Tank Size of Propane Tank: /70 A q itZ, a Heat Stove a Cook Stove Li VVoodstove Ei Fireplace Insert 0 Hot Water Tank 0 Pellet Stove 0 Other Is this_accliance belga Installed ImAllAanufaitured/Mobile Horne? Yea / No When applying for a permit to install a propane tank you must also submit a silo plan showing all of the bulk/lags,ell property linos,tank location and sizet distances from the propane tank to all property lines,buildings and septic system coinponents, Including the reserve area. L. .5 0 .. , ., 1)1;7,'. ..4.,..M""_i••,.-.;7.'./, 4•7:',',4 AFT :cr 7 Arri4, Vn.Ilnk' Square Footage - . 4` ICurrent Proposed .4:4',.::::.,•:,...76.:::',::'!'2, '''',:'.,-,s;;;;;.'-''''.':. '-';'''''Lt.ii;j7:-. 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A 0153 -..--..-- -' 4..:::;.., -.-:. -:!-. !....:- .:..r.i..i-e; I:44 t'.:-',-'z---41:. -E-erikATED COST(REQUIRED) ... ..A,R-.:- : .`I').......a. ....•a.;;.:.f......:W..-'1':?....-.....if".,'''...-k• iet.,'tdic.:,VP.',M, '. li, *Fair market value of at laborand materials foundation • i• • :t.':::7:,......7...;:......:'4.,t,: '..;....,:.W.:x le.''.-.:.V.:'.."'".•rvl. ...,Z,z.k-.41 ,f .'.. 2 1 44.1 6 .;':17:4...:, ,.... . ) /,? Suf s-•06 • a31 ,-,io Pr'. .".':'''''..ct4v0:!:3:.....4'.41:,'?!. -. ':'•''''?K!.,".141-4...,:rii ' is,ciSP1 ) . ) _ / GAPeersicCentrAFORIAS\DRD FORMS\Master Permit Appliceion T-43-04.doc 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 TO BE CONSIDERED ADEQUATE BASIC REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. DURING CONSTRUCTION, DEVIATIONS FROM THIS PLAN L N MAY BE NECESSARY ESSA Y IN ORDER TO MAINTAIN VITA N 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. L SIDING FINISH FLOOR 11 y2. i 2 n 1 Y2" X 5Y2 M FINISH GRADE s i TV 3 CRAWL SPACE 2" MIN, FOOTING DRAIN - 40 PERFORATED PIPE AROUND ENTIRE PERIMETER, WITH WASHED ROCK BACKFILL DRAIN TO DAYLIGHT TYPICAL BUILDING/GRADE RELATIONSHIPS@ N.T.S. 6,.0„ S' X 2" X 2" POSTS INSERTED2 FEET 6' 0 INTO GROUND FILTER FABRIC ......:::... —� PEREWETER BACKFILL WIRE MES .................. .�:::::.... .......... NOTE: POSITION FILTER FABRIC SUIT INTERCEPT SWALE MAY BE 8" OVER ENTIRE TRENCH SUBSTITUTED FOR SH.T FENCE J WHERE APPROPRLATE. 12' WITH NATIVE MATERIAL. STRAW BALES AS REQUIRED NAVD88 STRAW BALE SWA NGS "JCIA" (USE AS REQUIRED) SILT FENCE e ExY�NG ROP""4% o�'� o q1 C`A0,5 FOS0 OQP R- 25' MIN. F 12" MIN. 4" - 8" QUARRY SPALLS PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA tILIZED CONSTRUI NO SCALE STAKE BALES TO MAINTAIN POSITION AS REQUIRED ( 2 STAKES / BALE ) 1'-O" MIN. FREEBOARD NO SCALE LE e STABILIZATION NOTES STABILIZATION NOTES (CONED.) CONTROL MEASURE: STABILIZED CONSTRUCTION ENTRANCE. PURPOSE: REDUCES THE AMOUNT OF DEBRIS TRANSPORTED ONTO PUBLIC ROADS FROM CONTROL MEASURE: TEMPORARY EROSION CONTROL SEEDING. (SEE ALSO CONSTRUCTION EQUIPMENT BY ACTION OF VEHICLE TIRES TRAVELING OVER GRAVEL PAD TOPSOILING, SURFACE ROUGHENING, MULCHING, PLASTIC SHEETING AND NETS AND MATS). REMOVING MOST MUD AND DEBRIS FROM TIRES. DESIGN CRITERIA/SPECIFICATIONS: PURPOSE: REDUCES EROSION AND SEDIMENTATION BY TEMPORARILY STABILIZING EXPOSED SOILS FOR UP TO 1 YEAR. DESIGN: (1) SEE DETAIL 2-C-1, (2) STABILIZED CONSTRUCTION ENTRANCES DESIGN CRITERIA/SPECIFICATIONS: (1) SEEDING CAN BE DONE DURING THE PERIOD OF SHOULD BE LOCATED WHEREVER VEHICLE ACCESS ROUTES INTERSECT PAVED ROADS; (3) MARCH 1 THROUGH SEPTEMBER 30 (IF PLANTED BETWEEN MAY 15 AND AUGUST 15 IRRIGATION MATERIAL SHOULD BE QUARRY SPALLS, 4" - 8" SIZE; (4) THE ROCK PAD SHOULD BE AT EAST MAY BE REQUIRED). SEEDING CAN SOMETIMES ALSO BE DONE SUCCESSFULLY DURING THE 12-INCHES THICK AND 100 FEET IN LENGTH. LENGTH MAY BE REDUCED TO 50-FEET FOR SITES REMAINDER OF THE YEAR, OCTOBER 1 THROUGH FEBRUARY 29. PROVIDED THAT THE SEED BED WITH MINOR GRADING (LESS THAN 1 ACRE OF EXPOSED SOIL); (5) WIDTH SHOULD BE THE FULL IS IMMEDIATELY STABILIZED BY MULCHING, NET/MATS OR PLASTIC SHEETING; (2) SITE WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA. MINIMUM WIDTH SHOULD BE 20-FEET. PREPARATION, INCLUDING THE INSTALLATION OF SURFACE RUNOFF CONTROL MEASURES, ADDITIONAL SUBGRADE STABIUZA11ON SUCH AS A GEOTEXTILE MAT MAY BE REQUIRED. SHOULD BE COMPLETED PRIOR TO SEEDING. THE SEED BED SHOULD BE FIRM BUT NOT PROCEDURE: (1) A FILTER FABRIC FENCE SHOULD BE INSTALLED DOWNHILL FROM THE COMPACT, WITH A FAIRLY FINE SURFACE SURFACE ROUGHENING SHOULD BE DONE AT RIGHT CONSTRUCTION ENTRANCE TO INTERCEPT AND CONTAIN ANY SEDIMENT -LADEN RUNOFF FROM ANGLES TO THE SLOPE AND PREFERABLY TRACK WALKED UP SLOPE. TRACK WALKING IS DRIVING A CRAWLER TRACTOR UP AND DOWN THE SLOPE, LEAVING A PATTERN OF CLEAT THE ENTRANCE OR FROM TIRE WASHING; (2) IF THE ROCK PAD DOES NOT ADEQUATELY IMPRINTS PARALLEL TO THE SLOPE CONTOURS; (3) HYDROSEEDING APPLICATIONS WITH REMOVE THE MUD FROM VEHICLE WHEELS, THE WHEELS SHOULD BE HOSED OFF BEFORE THE APPROVED SEED -MULCH -FERTILIZER MIXTURES MAY ALSO BE USED; (4) SOIL VEHICLE ENTERS A PAVED STREET. THE WASHING SHOULD BE DONE ON AN AREA COVERED AMEN OMENTS/FERTILIZERS SHOULD BE APPLIED AS RECOMMENDED BY SUPPLIERS. WHEN WITH CRUSHED ROCK AND WAS WATER SHOULD DRAIN TO A SEDIMENT RETENTION FACILITY; (3) STREET CLEANING EQUIPMENT SEEDING OVER SUBSOIL (WITHOUT TOPSOIL), AVOID OVER -FERTILIZING, ESPECIALLY NEAR SHOULD BE AVAILABLE AS REQUIRED. AQUATIC FEATURES. INSTEAD, USE MULCH TO ASSIST IN NOURISHING SOIL PROJECT SITES MAINTENANCE: (1) ENTRANCES MAY REQUIRE PERIODIC TOP DRESSING WITH 2-INCH STONE, ADJACENT TO BODIES OF WATER MUST USE NON -PHOSPHORUS FERTILIZER; (5) APPLY ANAPPROPRIATE AS NECESSARY TO PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC ROADWAYS; (2) IF SEED MIXTURE TO THE PREPARED SEED BED AT A RATE OF 120 LBS. PER ACRE. TABLE 3-2*• GIVES RECOMMENDED TEMPORARY EROSION CONTROL SEED MIXTURE. SEDIMENT IS TRANSPORTED ONTO A ROAD SURFACE, THE ROADS SHALL BE CLEANED MAINTENANCE: (1) INSPECT SEEDED AREAS FOR FAILURE AND MAKE NECESSARY REPAIRS THOROUGHLY AS A MINIMUM AT THE END OF EACH DAY. SEDIMENT SHOULD BE REMOVED AND RESEED IMMEDIATELY; (2) SEED SHOULD BE SUPPLIED WITH ADEQUATE MOISTURE FROM ROADS BY SHOVELING R I VE G 0 SWEEPING. STREET WASHING SHOULD TAKE PLACE ONLY SUPPLY WATER AS NEEDED, ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER, OR ON AFTER SEDIMENT HAS BEEN REMOVED AS DESCRIBED ABOVE; (3) ANY ROCK SPALLS THAT ADVERSE SITES. WATER APPLICATION RATES SHOULD BE CONTROLLED TO PREVENT RUNOFF. ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED INSUFFICIENT AMOUNTS OF WATER MAY BE MORE HARMFUL THAN NO WATER. IMMEDIATELY. CONTROL MEASURE: CONSTRUCTION ROAD STABILIZATION. CONTROL MEASURE: PLASTIC SHEETING PURPOSE: TEMPORARILY STABILIZES ROADS, PARKING AREAS, AND ON -SITE TRANSPORTATION PURPOSE: PROVIDES IMMEDIATE TEMPORARY EROSION PROTECTION TO SLOPES AND ROUTES WITH STONE IMMEDIATELY AFTER GRADING, REDUCES EROSION CAUSED BY DISTURBED AREAS THAT CANNOT BE COVERED BY MULCHING. ALSO, PROTECTS DISTURBED CONSTRUCTION TRAFFIC OR RUNOFF. AREAS WHICH REQUIRE COVERING DURING PERIODS OF INACTIVITY IN WINTER MONTHS. PLASTIC SHEETING IS THE PREFERRED COVERING FOR SEED BEDS PLANTED DURING WINTER DESIGN CRITERIA/SPECIFICATIONS: MONTHS, IN THAT IT NOT ONLY PROTECT AGAINST HEAVY RAINS BUT ALSO PROVIDES WARMTH AND LIGHT TO PROMOTE GERMINATION AND GROWTH OF SEEDS. DESIGN: (1) PROVIDE ROCK STABILIZATION WHEREVER THERE IS THE POTENTIAL FOR EROSION OF TEMPORARY CONSTRUCTION ROUTES BY CONSTRUCTION TRAFFIC DURING WET DESIGN CRITERIA/SPEGFlCATIONS: (1) PLASTIC SHEETING SHOULD HAVE A MINIMUM WEATHER; (2) ROCK STABILIZATION MAY BE UNNECESSARY WHERE SOILS ON SITE ARE THICKNESS OF 6 MIL AND MEET THE REQUIREMENTS OF WSDOT/APWA SECTION 9-14.5; (2) GRAVELLY; (3) A 6-INCH DEPTH OF 2- - 4- CRUSHED ROCK, GRAVEL BASE, OR CRUSHED COVERING SHOULD BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS SURFACING BASE COURSE SHALL BE APPLIED IMMEDIATELY AFTER GRADING OR THE OR TIRES ON ROPES WITH A MAXIMUM 10 FOOT GRID SPACING IN ALL DIRECTIONS. ALL SEAMS COMPLETION OF UTILITY INSTALLATION WITHIN THE RIGHT-OF-WAY. A 3-INCH COURSE OF SHALL BE TAPED OR WEIGHTED DOWN FULL LENGTH AND THERE SHOULD BE AT LEAST A 10 - ASPHALT TREATED BASE (ATM) MAY BE USED INSTEAD OF THE CRUSHED ROCK. 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 PROCE.EDURE: (1) WHERE FEASIBLE, ALTERNATIVE ROUTES SHOULD BE MADE FOR MONTHS, AND REMOVED AS SOON AS POSSIBLE ONCE VEGETATION IS WELL GROWN TO CONSTRUCTION TRAFFIC; ONE FOR USE IN DRY CONDITION, THE OTHER FOR WET CONDITIONS PREVENT BURNING THE VEGETATION THROUGH THE PLASTIC SHEETING, WHICH ACTS AS A WHICH INCORPORATES THE MEASURE LISTED BELOW; (2) TEMPORARY ROADS SHOULD GREENHOUSE; (4) WHEN COVERING IS USED ON UNSEEDED SLOPES, IT SHOULD BE LEFT IN FOLLOW THE CONTOUR OF THE NATURAL TERRAIN TO THE EXTENT POSSIBLE. SLOPE SHOULD PLACE UNTIL THE NEXT SEEDING PERIOD; (5) PLASTIC COVERING SHEETS SHOULD BE BURIED NOT EXCEED 15 PERCENT. ROADWAYS SHOULD BE CAREFULLY GRADED TO DRAIN TWO FEET AT THE TOP OF SLOPES IN ORDER TO PREVENT SURFACE WATER FLOW BENEATH TRANSVERSELY. PROVIDE DRAINAGE SWALES ON EACH SIDE OF THE ROADWAY IN THE CASE SHEETS. OF A CROWNED SECTION, OR ONE SIDE IN THE CASE OF A SUPER ELEVATED SECTION. (3) IN INSTALLED INLETS SHALL PROTECTED TO PREVENT SEDIMENT LADEN RUNOFF FROM MAINTENANCE: PLASTIC COVERING MUST BE CHECKED OFTEN FOR RIPS AND PLACES WHERE ENTERING THE STORM SYSTEM EM (SEE BMP'S ON FILTER INLET BARRIERS). 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 MAINTENANCE: INSPECT STABILIZED AREAS REGULARLY, ESPECIALLY AFTER LARGE STORM THE PLASTIC MAY RIP DURING THE NEXT WINDY PERIOD. RE -ANCHOR OR REPLACE AS EVENTS. ADD CRUSHED ROCK IF NECESSARY AND RE -STABILIZE ANY AREAS FOUND TO BE NECESSARY. ERODING. **-SEE TABLE 3-2, THIS SHEET 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. I \ `-------r----• 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 REVEGETATE CLEARED AREAS. WHEN I \ \ POSSIBLE, CONSTRUCTION SHOULD BE PLANNED IN STAGES, AND ONLY THE STAGE BEING rIVeV/aj/ - 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). I _ 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 I W THAN 48 HOURS SHOULD BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING. THIS PROCEDURE 0 IS BASED ON THE INCREASED POTENTIAL FOR, AND CONSEQUENCES OF, FAILURE o OF EROSION AND SEDIMENTATION CONTROL STRUCTURES DURING THIS PERIOD OF HIGH AND THE ASSUMPTION THAT AREAS NOT /j o M O BEING WORKED ARE LIKELY TO BE `@PRECIPITATION W)CV M LEFT UNATTENDED. m o O III-j(� CO O CONTROL MEASURE: MULCHING. (SEE ALSO NETS AND MATS). I PURPOSE: MULCHING PROVIDES IMMEDIATE TEMPORARY PROTECTION TO EXPOSED AREAS AND ALLOWS GERMINATION AND PROTECTION OF SEEDED AREAS BY CONSERVING MOISTURE, 12,458 .ft.+/• MODERATING SOIL TEMPERATURES, AND HOLDING FERTILIZER, SEED AND TOPSOIL IN PLACE. 0.29 Ores DESIGN CRITERIA/SPECIFICATIONS: DESIGN: (1) PREPARE SOIL AS FOR SEEDING; (2) FOR APPLICATION RATES AND 34.2E SPEC'FICATIONS, 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 PROTECTIVE MULCHES AND CAN BE USED ALONE ON ERODIBLE SOILS AND DURING ALL 'LIMES OF THE YEAR. MATERIALS: (1) HAY OR STRAW USE STRAW WHERE MULCH EFFECT IS TO BE MAINTAINED j 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, ROLLING OR PUNCHING INTO SOIL, COVERING WITH NETTING, SPRAYING NTH A CHEMICAL OR FBEF BINDER OR BY KEEPING MOIST; (2) WOOD FIBER CELLULOSE (PARTLY -DIGESTED WOOD FIBEFS): WHEN USED FOR EROSION CONTROL ON CRITICAL AREAS, THE APPLICATION RATE — — — — — —� SHOULD BE DOUBLED. APPLY WITH HYDROMULCHER. NO TIE DOWN IS REQUIRED. PACKAGED IN 1C0-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 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 STEEPER THAN 674 (6) BARK CHIPS/SHREDDED BARK: CANNOT BE CLOSELY MOWED. I 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 NOTE: aTiN FROM SOIL, RELEASING IT ONLY WHEN IT DECAYS. —6b4K*ftDRAIN & DISCHARGE TO R1AT PROCEDURES: (1) MULCHES SHOULD BE USED FOLLOWING TEMPORARY OR PERMANENT PIONEER D 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 (1) OIL, Grease & Sediment Insert (Bowhead Mfg. Co., or Equal) (DING STOCKPILES WHICH ARE NOT FINAL GRADED WITHIN 15 DAYS) UNLESS COVERED WITH P Replace as required. MAINTENANCE: MULCHED AREAS SHOULD BE CHECKED PERIODICALLY, ESPECIALLY GRAPHIC FOLLOWING SEVERE STORMS, WHEN DAMAGED AREAS OF MULCH OR TIE -DOWN MATERIAL SCALE SHOULD BE REPAIRED. o o s 10 20 **-SEE TABLE 3-1, THIS SHEET ( IN FEET ) I inch = 10 ft. TABLE 3-1 MULCH MATERIAL, APPLICATION RATES AND SPECIFICATIONS MULCH MATERIAL QLAULTY APPLICATION APPLICATION RATES DEPTH OF STANDARDS RATES PER ACRE APPLICATION PER 1000 SQ 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 TONS UGHTLY COVER FROM UNDESIRABLE 2-3 BALES (90-10C BALES) 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 ALB=) 10% 92% 90% ANNUAL RYE LODUM ( 40R 98% 90% MULTIFODUM) CHEWINGS FESCUE (FESTUCA 4OX 97X 80% REBRA COMMUTATA) JAMESTOWN, BANNER, SHADDOW OR KOKET WHITE DUTCH CLOVER 10% 96% 90% (TRIFODUM) _J Ora •�- M., WIN \� r 1 Legend ' NOTES: SPLASH BLOCK _- YARD DRAINS TO BE CONSTRUCTED FROM CONCRETE PIPE, \ IN ACCORDANCE WITH ASTM C 14 UNLESS OTHERWISE SHOWN \V PROPOSED CULVERT ON THE PLANS OR NOTED IN THE SPECIFICATIONS. — — — — — — —� SURFACE DRAINAGE CUTOUT HOLE SIZE IS EQUAL DIAMETER PLUS YARD DRAIN WALL OUTLETag OUTSIDE PLAN VIEW ps DOWN SPOUTS TO CATCH BASIN L1' YIN. OUFLUSH TLETITH THEE YARD DRAIN ALL IN 6- DIA., PVC PIPE SUMP, TYPE 30 CB WITH. V MIN. ® CAST IRON BELL GRATE. FITS INTO BELL RECESS AND EXTENDS FINE MESHSCREEN FLUSH WITH FACE OF BELL THE GRATE SHALL HAVE SLOTS ❑ ❑ SILT FENCE, SEE DETAIL 2 HOLEs1 THAT CONSTITUTE 50 PERCENT OPEN AREA FOR DRAINAGE. C 5' Mw. I LET 99ELL SURFACE SHALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSITION. 10' MIN. STRAW BALES, SEE DETAIL 4 IS WASHED DRAIN ROCK. 8 INCHES MINIMUM DEPTH. `' ® VARIES 12 INCHES OR 18 INCHES. -- - - CLEARING LIMITS Receiving Catch Basin From Downspouts SPECIAL CAST YARD DRAIN MAY BE REQUIRED FOR i MULTIPLE PIPE CONNECTIONS. ASPHALT SURFACE YARD DRAIN IS NOT PERMITTED WfTHIN THE W44T-OF-WAY. CONCRETE SURFACE ELEVATION VIEW 0 SS PROPOSED SANITARY SEWER LINE YARD DRAIN CONNECTIONS '1 N.T.S. W PROPOSED WATER LINE © EMERGENCY CONTACT PERSON PROPOSED 120 GAL PROPANE TANK JEFF EVANGER PHONE: 1-360-437-2101 1 N87020'13"W `, a TYPCBL1) 05 E 30 CATCH BASIN _ I 'ICE'a W ez ti N 21.72' DITCH Site P , f ❑ I 39.50' Proposedoo esidence Footing Drai = 333.30' � 97 -- -- To DS P i 1 N _❑ °--❑ I: o ----- -- ------------------ - 142.03' ------ S 87020,13" E LEKRED AREA - 12,458 SQ. FT. 40ERVIOUS AREA - 3,582 SQ. FT. ,' REVISED - JUNE 28. 20051, MCM 34. UVISED dated by 71 n, OF w N Z N Lrn j:. q GI Co I12 °S n S� v 0 T' S M i AC1E CLIENT - a in • EXPIRES: JUNE 7, 2005 Port Ludlow Associates MacLearnsberry Engineering, P.S. Civil Engineers o Planners Stormwater Site Plan (SWPPP) 159 Wyatt Way NE Bainbridge Island, WA 98110 Lot 87, Jefferson PIaL"e f%Ye. phone: (206) 842-5514 facsimile: (206) 780-2408 DRAWN BY CAH DATE June 28, 2005 JOB ND 25510 CHECKED BY MCM SCALE 1"=10' SHEET 1 OF 1