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HomeMy WebLinkAboutBLD2004-00169 lit UILDING PERMIT APPLICAION MRAOW00p 36 e: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD04-00169 Received Date: 3/18/2004 SITE ADDRESS: \.4'lCAMANO LN PORT LUDLOW, 98365 OWNER: PORT LUDLOW ASSOCIATES LLC PHONE: (360)437-2101 70 BREAKER LN PORT LUDLOW WA 98365-9766 SUBDIVISION: PORT LUDLOW NO. 2 AREA 2 Block: Lot: 37 PARCEL NUMBER: 990600237 Section: 9 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 5/2/2004 REPRESENTATIVE: PHONE: PROJECT DESCRIPTION NEW SFR W/ATTACHED GARAGE & DECK(S) TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,520 VALUATION 116,290.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 1997 HEAT BASE: HEAT TYPE: PRO OCCUPANCY: S-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: 584 SHORELINE: CONST TYPE: DECK: 140 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: SEW WATER SYSTEM: LUDLOW PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: 2 Prop: 3 Seismic Streams Total: 2 Total: 3 Flood Way Floodplain Routing Date: /9 A v F&W Landslide ��` Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: Approve, Date Permit $1,088.95 KAS 03/18/04 62765 v ' 1�f State Building Code $4.50 KAS 03/18/04 62765 MAR 2 ld4 Potable Water Application $52.00 KAS 03/18/04 62765 Total: $1,145.45 Jefferson County Planning & Building Department 0 • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD04-00169 Received Date 03/18/2004 SITE ADDRESS: 142 CAMANO LN Issue Date 03/27/2004 PORT LUDLOW, 98365 APPLICANT: PORT LUDLOW ASSOCIATES LLC PHONE: (360)437-2101 70 BREAKER LN PORT LUDLOW WA 98365-9766 SUBDIVISION: PORT LUDLOW NO. 2 AREA 2 Block: Lot: 37 PARCEL NUMBER: 990600237 Section: 9 Township: 28 N Range: 01 E CONTRACTOR: PORT LUDLOW ASSOCIATES LLC PHONE: (360)437-2101 70 BREAKER LN PORT LUDLOW WA 98365 Contractor's License: PORTLAL994L8 Expires: 05/02/2004 PROJECT DESCRIPTION: NEW SFR W/ATTACHED GARAGE & DECK(S) EQUIRED INSPECTIONS: [ CFTRACKS: 0S/IZ�O o [k UFFER: 6j(/ 5/04,1 Footing: z7 S//2/41 C [ Foundation: dl� 1J�/'�srlgr, A S/$�6�el/ Underground Plumbing: Underground Insulation: Shear Wall : 0p 9,...is--04, Framing: ,OJ< s�Q4d41 fr ) Plumbing: d 8//9/G1j/ [ ] Propane Tank/Lin Insulation: ,060 C /air zo 41 zl JJJ�r, 1 Sheetrock: j/ ' �J Septic Sytem Final Approval: getAMir Road Approach Final Approval` ' p ciy -5(o [ ] Zoning Final Approval: ' Final/Occupancy Approval: HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQU ED 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 C* # BLD04-00169 1.) The application was reviewed by the Jefferson County Department of Community Development staff on March 25, 2004 for the potential presence of Environmentally Sensitive Areas (ESAs) under the provisions of the Unified Development Code (UDC). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following ESAs were confirmed to be present on the subject property: Osprey. 2.) The applicant is proposing to create or add 2664 square feet of impervious surface and 3554 square feet of land disturbing activities. 3.) 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. 4.) Jefferson County determined that this proposal is categorically exempt from review under the State Environmental Policy Act (SEPA) pursuant to WAC 197-11-800(1)(b)(i). 5.) The site plan as submitted with the single family residence building permit application on March 18, 2004 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated March 25, 2004 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 6.) This approval is for a single family residence with attached garage and decks only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 7.) Maximum lot coverage is not to exceed 45%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 8.) The building height is not to exceed 35 feet. 9.) Minimum setback from Camano Lane right-of-way shall be 20 feet. Minimum side and rear yard setbacks shall be 5 feet. 10.) 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. 11.) 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. 12.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 13.) 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). 14.) A minimum of two (2)on-site parking spaces shall be provided for the single family residence. 15.) Per MPR Code Section 3.107, Accessory Dwelling Units (ADU's)shall not be allowed within the MPR-SF zone. 16.) The parcel has been designated as MPR SF 4:1 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 17.) The lot was created through the Port Ludlow No. 2 Area 2 subdivision on May 19, 1969 under AFN 200294. 18.) An address of 142 Camano Lit, Port Ludlow has been assigned to the lot`tiamano Lane is a county local access road (C511009). 19.) Per email dated March 2, 2004 from Jeff Davis, WDFW wildlife biologist, Osprey are no longer a priority habitat species. 20.) The lot is served by Port Ludlow water and sewer. 21.) The road approach permit(RAP04-0056)will be issued with the building permit. 22.) Applicant/developer shall comply with said Erosion Control Notes and Stabilization Notes as identified on the Stormwater Site Plan prepared by MacLearnsberry Engineering. I:\F_BLD_Permit_Buildng.rpt 10/29/19 03/11/2004 09:.34 -._�3603744 JEFF CO DCD PAGE e3 �v=� rux,'a' LUDLOW ASSOCIATE) Y JC PERMIT CENTER 0 0Ct2 w v. -, Jefferson County Deportment of Community Development r 621 Sheridan Street,Port Townsend WA 98368[360]3T8-4450 �.� P©rmatoilk 4pp8k© © p‘z_e, z_ -3-7 P ro-ect D iorn� 3 e>k. Ran 3 2 Building Type: _� �� )project Typo Frritric Type x Single Family NC New /-019 -o 3 7 XWood x Gauge Attached/Detached Addhrice IO iO Steel Modular Altc>tripr�/Remodel 3��- Concrete Commercial Repair d Masonry Multi-family/*of Unita Demoliti,ots � Indus bial /370, Ocher: Other: Bathrooms: Bedrooms; Type of a Sewa Disposal: $ P e of Hear: Cltoogc one: Pxia ung: „ b:.�isri r?`"$Cwc>; Community System XE1ec>:ricitp Oil Propusetl: Rrr5posad: Total: - _ Tara): Individual Sys rem . Woodsrove Propane If not sewer,kill out the following: 2-Tcsr Pump Conventional Alternative Otbet ' e .jL-pla ce.... Permit# SEP water Supply: Private well Two Pawl,Well Public:Narne of water aystein• en f Square Footage: ® ;Ir,°,•Ot1 .ITS'e ,iiy': Q- ..r---t too - M:Lin Floor Z 0 , iff r. e. :Cca sie ,',;a . 21vtb Floor f aS ipt3asei�et :.'. t Ste Floor _ a stiar l esJk id " Nil:; .. I It4 Basement :StstiStirclilit,t;r,£,,"t'" - d Unhtd Basemen, Subtotal' J l l C , Garage/Carport 5$" -, (P4.g8 Pot Water TRevew'fee T_ 235 Decks `IO 3 act ,;91' /Rd;Approa,cla•£Ce ConllxiCfcial -"� z'aTr, _ I i p 4 InduArsi d , :Receipt, ''! �� Other ',Gash%Check# ii/q 9/ Total Valua dorm .,Initials �� -srunat ed Cost �Qt�,tX�o y'N,';'i' :,+;.'j,hi "" ,,, ' If within 200' --- U of the Shoreline, '� Distaricc to Bulk or Orclina:7 High Water Mark _ ft.Bank Height ft. By 1iti-1114 the application form,the applietat/owdcr attcata OW the infnrmgtton provided hcrelj Is true find am;Ck to the be3L elf)heir knowledge. Any material falsehood tsr and cmieeiun of a utatteial fact enada lay the applicantfuwaer with ecepoct to rills cppllKaac n packet.mop rtiialt hi(hie panrtlr being null and void, 1 Risher Agree lit MVO indemnify attd void hartroess Jatfattsnn County aJ aht c all Iiabilidoltr,iudgmentr,court MU,rea90t tbk Rrtnrr1Q tees;and axpcnxe.which toy ill Any wAl+2000Ac atairlar)Offcrson County aq a result of oe in consequence of the granting tit white permit. I/Indio tuireu in provittq access,and tight oFenay rstJeffersoo County and ie'a gmpinyaes,reFueftintat.iVe3 ottl cnr for the purpcu a cur applicaliori review stud any requt(cd later Inepecnnna. Atecas and tight f en try in the applieuuL'a property oe etrucrure shalt bi **vested and shall occur during angular busintas hours, Signature: _ Date: OVER I . 11!1,(OM1\PLNC'NTR\INI'OBLDC\FORMS\BLDpermitApplication 11-a-oi 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 HI$/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 TELEPHONE NOTED ON THIS PLAN MUST BE AVAILABLE FOR CONTACT BY E PHON E AND UNTIL THE COS UC 0 U OUR IS THROUGHOUTN TR TI ON A 24 H BASIS N 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 10 BEGINNING ANY WORK ON THE PROJECT SITE, A PRE - CONSTRUCTION E ATTENDED BY T E HELD ANDS L B 710NCONFERENCEMUS B CONSTRUC THE GENERAL CONTRACTOR, THE BULDING INSPECTOR, REPRESENTATIVES FROM AFFECTED UTILITIES, AND A REPRESENTATIVE OF THE CITY OF BAINBRIDGE ISLAND. 4. ANY ROCKED CONSTRUCTION ENTRANCES SHO WN 0N THIS PLANS ALL BE 0 BEGINNING CONSTRU CTION. IN ADDITION, T BEGI C INSTALLED PRIOR N 0 EQUIPMENT FOR THE CLEANING OF PUBLIC ROADWAYS SHALL BE AVAILABLE AT ALL TIMES DURING CONSTRUCTION. ES SHOWN 0 THIS SEDIMENTATION CONTROL FACILITIES 0 AN SEDIME N L I N THE EROSION D 5• E 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. G. 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 SIDING 11 V z z n 11/2" X 51/2" I FINISH GRADE Ln CRAWL SPACE 2" MIN. FOOTING DRAIN - 4" PERFORATED PIPE AROUND ENTIRE PERIMETER, WITH WASHED ROCK BACKFILL DRAIN TO DAYLIGHT TYPICAL BUILDING/GRADE RELATIONSHIPS@ N. T. S. 6-0 5' X I" X 24 POSTS RVSER RO 2 FEET )7VT0 GROUND 6'_prr FILTER FABRIC —� PERIMETER BACRFILL WIRE MES NOTE: y POSITION FILTER FABRIC SILT INTERCEPT SWALE MAY BE S„ OVER ENTIRE TRENCH SUBSTITUTED FOR SILT FENCE 12° WITH NATIVE MATERIAL, WHERE APPROPRIATE. SILT FENCE @ R O,aG>r2 "if' CRAWL SPACE 2" MIN. FOOTING DRAIN - 4" PERFORATED PIPE AROUND ENTIRE PERIMETER, WITH WASHED ROCK BACKFILL DRAIN TO DAYLIGHT TYPICAL BUILDING/GRADE RELATIONSHIPS@ N. T. S. 6-0 5' X I" X 24 POSTS RVSER RO 2 FEET )7VT0 GROUND 6'_prr FILTER FABRIC —� PERIMETER BACRFILL WIRE MES NOTE: y POSITION FILTER FABRIC SILT INTERCEPT SWALE MAY BE S„ OVER ENTIRE TRENCH SUBSTITUTED FOR SILT FENCE 12° WITH NATIVE MATERIAL, WHERE APPROPRIATE. SILT FENCE @ R O,aG>r2 "if' 0 v O o � � a m r O � 1 a H W STI �� •� • . PROVIDE INGRESS/EGRESS AREA NO 01! NO SCALE k,E SWALE@ AS REQUIRED) STABILIZATION NOTES CONTROL MEASURE: STABILIZED CONSTRUCTION ENTRANCE. PURPOSE: REDUCE$ 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: ENTRANC - - STABIL ED CONSTRUCTIONS 1 DETAIL 2 0 2 IE DESIGN: O SEE L 1. O Z SHOULD BE LOCATED WHEREVER VEHICLE ACCESS ROUTES INTERSECT PAVED ROADS (3 ) MATERIAL SHOULD BE QUARRY SPACES, 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 LD 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 CONSTRUCTION ENTRANCE TO INTERCEPT AND CONTAIN TAIN ANY SEDIMENT -LADEN RUNOFF FROM OM THE ROCK PAD DOES NOT ADEQUATELY ENTRANCE R FROM TIRE 2 IF E RO DED Y THE TR 0 WASHING; N 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 TRANSPORTED ONTO A ROAD SURFACE, THE ROADS SHALL BE CLEANED AY SEDIMENT SHOULD B EMOVE AT E EN OF EACH D MEE REMOVED THOROUGHLY AS A MINIMU THE P M FROM ROADS BY SHOVELING OR SWEEPING L 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 CONSTRUCTION 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 UTILITY 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 $HALL BE PROTECTED TO PREVENT SEDIMENT LADEN RUNOFF FROM ENTERING THE STORM SYSTEM (SEE BMP'S ON FILTER INLET BARRIERS). MAINTENANCE: INSPECT STABILIZED AREAS REGULARLY, ESPECIALLY AFTER LARGE STORM EVENTS. ADD CRUSHED ROCK IF NECESSARY AND RE -STABILIZE ANY AREAS FOUND TO BE ERODING. CONTROL MEASURE; DUST CONTROL. PURPOSE: PREVENTS SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES. DESIGN CRITERIA/$PECIFICATIONS: (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 NET. REPEAT AS NEEDED. TO PREVENT CARRYQUT 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 PALLIA CONTROL MEASURE: LIMIT CLEARING OF SITE. PURPOSE: REDUCES LIKELIHOOD OF, OR EXTENT OF, TURBIDITY IN DOWNSTREAM STQRMWATER 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 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 PROTECTIVE 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, ROLLING 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 MERE 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 67% (6) BARK CHIPS/SHREDDED BARK: CANNOT BE CLOSELY MOWED, ADDITIONAL NITROGEN FOR SEEDS NOT REQUIRED. TENDS TO WASH DOWN SLOPES STEEPER THAN 67. 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 14 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 (CONTID.) 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/SPECIFICATIONS: (1) SEEDING CAN BE DONE DURING THE PERIOD OF MARCH 1 THROUGH SEPTEMBER 30 (IF PLANTED BETWEEN MAY 15 AND AUGUST 15 IRRIGATION ALSO E DON SUCCESSFULLY DURING THE MAY BE REQUIRED). SEEDING CAN SOMETIMES B E E I G REMAINDER OF THE YEAR, OCTOBER 1 THROUGH FEBRUARY 29, PROVIDED THAT THE SEED BED IS IMMEDIATELY STABILIZED BY MULCHING, NET/MATS OR PLASTIC SHEETING; (2) SITE N F SURFACE RUNOFF CONTROL MEASURES, INCLUDING THE INSTALLATION A C M E , PREPARATION IN A 0 N 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 TRACK WALKED UP SLOPE. TRACK WALKING IS DRIVING A CRAWLER TRACTOR UP AND DOWN THE SLOPE, LEAVING A PATTERN OF CLEAT 3 HYDRO EEDI G APPLICATIONS WITH L T THE S OPE CONTOURS; N A S IMPRINTS PARALLEL Q L Q S S TS A ( ) APPROVED SEED -MULCH -FERTILIZER MIXTURES MAY ALSO BE USED; (4) SOIL AMENDMENTS/FERTILIZERS SHOULD BE APPLIED 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 1 S. PER ACRE. THE PREPARED SEED BED AT A RA OF 20 LB P R SEED MIXTURE 0 P ARE E RATE APPROPRIATE SE M T X TABLE 3-2** GIVES RECOMMENDED TEMPORARY EROSION CONTROL SEED MIXTURE. MAINTENANCE: (1) INSPECT SEEDED AREAS FOR FAILURE AND MAKE NECESSARY REPAIRS c P ADEQUATE MOISTURE, Y• SEED SHOULD E SUPPLIED D WITH DEQ IMMEDIATELY; L 2 0 B E AND RESEED M TE O E A LY HOT OR DR WEATHER, O ON NEEDED, ESPECIALLY IN A NORM L TH R SUPPLY WATER AS EEDB Y ADVERSE SITES. WATER APPLICATION 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 GROWTH OF SEEDS, DESIGN CRITERIA/SPECIFICATIONS: (1) PLASTIC 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 SLOPE$, IT SHOULD BE LEFT IN PLACE UNTIL THE NEXT SEEDING PERIOD; (5) PLASTIC COVERING SHEETS SHOULD BE BURIED TWO FEET AT THE TOP OF SLOPES IN ORDER TO PREVENT SURFACE WATER FLOW BENEATH SHEETS, MAINTENANCE: PLASTIC COVERING MUST BE CHECKED OFTEN FOR RIPS AND PLACES WHERE THE PLASTIC MAY BE DISLODGED. CONTACT BETWEEN THE PLASTIC AND THE GROUND SHOULD ALWAYS BE MAINTAINED. ANY AIR BUBBLES FOUND SHOULD BE REMOVED IMMEDIATELY OR THE PLASTIC MAY RIP DURING THE NEXT WINDY PERIOD. RE -ANCHOR OR REPLACE AS NECESSARY. **-SEE TABLE 3-2, THIS SHEET PROPERTY LINE 26 5 >A 23 9 2® so I 41 >» a2 21 a - 20 33 9 � 19 34 10 36 19 12 4 9 13 1$ 11 16 38 42 52 41 GS 40 44 r 43 Location Map TABLE 3-2 TEMPORARY EROSION GON-RQL SEED MIXTURE NAME PROPORTIONS BY PERCENT PERCENT WEIGHT PURITY GERMINATION REDTOP (AGROSTIS ALBE) 10% 92% 90% ANNUAL RYE (LOLIUM 40% 98% 90% MULTIFOLIUM) I CHEWINGS FESCUE (FESTUCA 40% 97% 80% REBRA COMMUTATA) JAMESTOWN, BANNER, SHADDOW OR KOKET WHITE DUTCH CLOVER 10% 96% 90x (TRIFOLIUM) I ION :. O 0 0 n I V® P I I p 0 0 0 o; 0 a 02 w " Y " A M + r P 6b r R r w + V r r w r Vicinity Map TABLE 3-.1 MULCH MATERIAL, APPLICATION RATES AND SPECIFICATIONS MULCH MATERIAL QUALILTY APPLICATION APPLICATION RATES DEPTH OF STANDARDS RATES PER ACRE APPLICATION PER 1000 $Q FT GRAVEL, WASHED: 3/4" — 9 CU YDS 400 CU YDS, 3" CRUSHED STONE 1-1/2" SIZE OR SLAG HAY OR STRAW AIR-DRIED, FREE 75-100 LB S , 1.5 - 5 T 2. ONS LIGHTLY COVER ' FROM UNDESIRABLE 2-3 BALES (90-100 BALES) ENTIRE SURFACE SEED & COARSE (MIN. 2") MATERIAL WOOD FIBER DYED GREEN, 25-30 LBS. 1000-1500 LB$. 2" CELLULOSE NO GROWTH ORGANISM INHIBITING FACTORS 1-----------_______----------------------------------------------------------------------------------------'I ❑ ^—.^ ❑❑ ------------❑�❑------------q 1 I 1 1 d ------------ 1 1 1 1 1 I ❑ 1 1 1 1 1 1 1 1 I 1 1 p 1 1 1 1 1 1 1 1 1 1 1 1 ❑ I I I I I I 1 1 1 1 1 1 ❑ 1 1 1 1 1 1 1 1 I 1 1 II ❑ 'J I 1 _ 1 I t 11 1 I 1 1 I 1 1 1 1 1 1 1 L___- ______________. kOPOS40 DRIVEWAY o" I ------------------ D " I I ° I ° v a DOWN SPOUTS TO EXIST G � o ° DITCH IN 6" DIA. PVC PIP 1I O PROPOSE SI E �— —----_�-- -- — --- ---, D 11 : PLACE AS REQU4Dl i I 1 ---------------'-----^-----------------1 1 I \� I I �c I I I 1 I I � I I I I 1 I --------------------------------------------------------------------------------------------------J Legend —13o— SILT FENCE, SEE DETAIL 1 2 M) STRAW BALES, SEE DETAIL C ---------------- CLEARING LIMITS = m m = m � = " PROPOSED CULVERT — — — — — — —.- SURFACE DRAINAGE Site Plan file at its ofF_EXP.IRES: JUNE 7, 2004 GRAPHIC SCALE ( IN FE1';T ) 1 inch = 10 ft. MacLearilsberry E Civil Engineer! 159 Wyatt Way NE B"r; phone: (206) 842�'5514 I r , APPROVED I I I a ay v o APPROVED SITE PLAN MAR 2 / 2004 )EFFFE�/FQNI4'OUH4 7 I DEPT. OF EXISTING ROADSIDE DITCH Stormwater Require EXISTING EDGE OF PAVEMENT PR V '1WATE PLAN MAR 2,� 2d04 in, MNNItli�' CLEARED AREA = 1�,329 SO. FT. IMPERVIOUS AREA = 4,113 $Q•FT. M. EMERGENCY CONTACT PERSON EVA 1-21 NGER PHONE: 1-3C PHONE: 60-437-2101 CLIENT Port Ludlow Associates LLC Bring, P.S. ners Stoirmwater Site Play (SWPPP) 4, WA 98110 Lot 37. Area 2,PQrt Ludlow No. 2 (206) 780-2408 DRAWN BY MCM DATE March 16, 2004 El 0 14508 CHEOU BY MCM SCgLE I °=I0' SHEET I OF 1