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HomeMy WebLinkAboutBLD2005-00261 ItILDING PERMIT APPLICATIN MRLA05 00252 eview Type: i Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD05-00261 Received Date: 4/26/2005 SITE ADDRESS: -‘'' GOLIAH LN PORT LUDLOW, 98365 OWNER: PORT LUDLOW ASSOCIATES LLC PHONE: 70 BREAKER LN PORT LUDLOW WA 983659766 PORT LUDLOW NO 2 AREA 2 SUBDIVISION: Block: Lot: 103 PARCEL NUMBER: 990602103 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 5/2/2006 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOI NEW SFR W/ ATTACHED GARAGE ALSO 120 GALLON A/G PROPANE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,508 VALUATION 169,920.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 2003 HEAT BASE: HEAT TYPE: PRO OCCUPANCY: R-3 UNHEATED: 682 # OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N SHORELINE: GARAGE: 642 CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: SEW WATER SYSTEM: LUDLOW BEDROOMS: BATHROOMS: Exist: Exist: Prop: 3 Prop: 2 Total: 3 Total: 2 Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $1,385.75 BAC 04/26/05 71897 ,tea State Building Code $4.50 BAC 04/26/05 71897 A . L'ice Potable Water Application $53.00 BAC 04/26/05 71897 JUL , 2005 Total: $1,443.25 Jeffer '- :'unty Planning Cartment a. • = •A SPECIAL CONDITIONS FOR CASE t BLD05-00261 1.) The road approach permit (RAP05-00102) must be inspected and finalled by the Jefferson County Department of Public Works prior to the final inspection/certificate of occupancy of this residence. Contact the Department of Public Works at 360-385-9160 for the final road approach inspection. 2.) The development will be serviced by public water and a well will not be utilized. If a well is required for potable water the applicant shall meet all of the Aquifer Recharge and SIPZ conditions. 3.) To help prevent seawater from intruding landward into underground aquifers, all new development activity on Marrowstone Island, Indian Island and within 1/4 mile of any marine shoreline shall be required to infiltrate all stormwater runoff onsite. 4.) 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. 5.) An engineered stormwater plan has been submitted and approved by the Department of Community Development. Once the subject permit has been issued the applicant shall fully implement the provisions of the submitted plan and contact the Jefferson County Department of Community Development to arrange a schedule to inspect the property for plan compliance. A Certificate of Occupancy will not be issued until the Department verifies plan compliance. No clearing for roadways or utilities shall occur on the project site until clearing necessary for the installation of temporary sedimentation and erosion control measures have been completed. 6.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 7.) 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). 8.) Per MPR Code Section 3.107, Accessory dwelling units (ADU's) shall not be allowed in the MPR-SF zone. 9.) Maximum lot coverage is not to exceed 45%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 10.) The building height is not to exceed 35 feet. 11.) Setback from Goliah Lane right-of-way is no less than 20 ft., side and rear setbacks are no less than 5 ft. If an environmentally sensitive area (ESA) is present, then the more restrictive setback shall apply. 12.) Exterior lighting for residential uses shall not exceed twenty feet(20') in height from the finished grade, excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. 13.) Lighting fixtures shall be designed and hooded to prevent the light source from being directly visible from outside the boundaries of the property. The intensity or brightness of all lighting, during construction and after project completion shall not adversely affect the use of surrounding properties or adjoining rights-of-way. 14.) A minimum of two (2) on-site parking spaces is required for the single-family residence. I:\F_BLD_Permit_Buildng.rpt 10/29/19 iV .vJ . rely coal OI JEFFERSDOUNTY . (j�L 2-40 io3 1 _ ' 1 DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street Port,Townsend.-Washin ton 98368— L 9 SocE J°lar� 0 S� /(p � �-� � 360/379-4450 • 360/379-44011 Fax 14"9�7N�f www.co.jefferson.wa.us/commdevplopment i: I .�o Ai' e071r y, 6Q d tie •r ,�/ f�a9c Master Permit Application APR 2 6 20�5 _ M LsA (` .5 -a Project Description(include separate sheets as necessary): Aka) 5,',igie litet4 residerxe, Tax ailahlachedpefia- Number: '9O - 60 Z - /03 Size: '2 /3, 0 EZ (aeres/square feet) Site Address and/or Directions to Property: i` #/03 2 60//a h Za4e3 Ar( L{,�d/p/q/j wit9F3 S Property Owner(s)of Record:�tf Ly 4go �SS0C✓L12'S' LLC Telephone: (,340) Y..3 7-2/0 k:- y3 o) - 2522 email: Mailing Address: A0 43r-ea4er La,j p0r.f old j a/A 913o. Applicant/Agent(if different from owner): NM Telephone: Fax: email: Mailing Address: What kind of Permit?(Check each box that applies) Building 0 Variance(Minor,Major or Reasonable Economic Use) ❑ Demolition Permit 0 Conditional Use[C(a),C(d),or C]** li3'Single Fan' CI Detached "D"or Unnamed Use Classification e(Garag Attached Detached ❑Special Use(Essential Public Facilities)** ❑ Manufa ure me ❑ Boundary daat Line Ad'ustment CI Modular Short Modular Plat** f ❑ Commercial* 0 Binding Site Plan** ❑ Change of Use **� �/ ❑ Long Plat lii ddress Ei'RoadApproach o Planned Rural Residential Development(PRRD)/Amendments** ['Propane ❑ Plat Vacation/Alteration** ❑Allowed"Yes"Use ConsistencyAnalysis Y ❑ Shoreline Master Program Exemption/Permit Revisions*" ❑ Stormwater Management 0 Shoreline Management Substantial Development** ❑Site Plan Approval Advance Determination(SPAAD)* ❑ Shoreline Manag ement Variance El Temporary Use ❑ Comprehensive ❑Wireless Telecommunication* P e Plan/UDC/Land Use District Map Amendment 0 Jefferson County Shoreline Master Program Amendment 0 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 if known: proposal, 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 provi a right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any req 'ed t i s 'ons, ss an.d right entry to this property shall be requested and shall occu durin regular business Signature: V c- 9 �� V Date: Z �' 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 ' n violat 'the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you a, 1 is wi e Jefferson County development code.The Applicant acknowledges that e,she or it holds individual and non-transferab res si lity an pl ng with the ESA. The Applicant has read this disc! r and ' ns nd dates it below. Signature Date: G:\PermitCenter\FORMS\DRD FORMS\Master Permit Application 7-8-04.doc GVVJ GV.40 VAA JUV4JILJGG ' i OWNER DUI DER STATEMEP`T _�.____ At.6- /03 The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not tidenset ctors sand that IIheratesssurtirogtheresponstbiklytif the General Contractorforihe proposed project r Signature: Date: APR 2 6 2005--, GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: ..._ FAX Tort Lid/ou) 4$0th' te_c lie (3ko ) V3-1/0/ (No) y.31.25zz. MAILING ADDRESS: 76 /1t t'4ter jI'AN.a4,7` /oa3 Lll,9 ENAIL _...: - CONTRACTOR'S LICENSE 98345 WAINS NuueEn: A9A.-aht L. 9 'I ' NUMBER •_ ARCH/MCT/ENGINEER: S//C.A 1"9l0 n f# PHONE0*/(p ( ) FAX( ) MAILING ADDRESS: �,t C,17lry F 1 r'. , ., �a,,fee Ems' Protect Type: ,_frame Type: Bathrooms:. ' , Shoreline: Type of Sewage Disposal: pri New V.WoOd _ Existing: "8" Sewer ❑ Addition 0 Steel Proposed: 2 Bank O Community System ❑ Alteration/Remodel ❑ Concrete Total: 2• Height: 0 Individual System ❑ Repair ❑ Masonry SEP Permit# O Demolition ❑ Other: Bedrooms: Water Supply: Existing: $' Setback: ❑ Private well ❑ Two Party Type of Heat Proposed: T i"Public 6/kc. fAG Total: Name of System: OfcJS 2` If this Is a Commercial Project you must answer the following: Number of Parking Spaces: Current Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No If this Is a Propane Tank and/or Appliance Installation permit.mark all items below that apply: ❑ Underground Tank titrAbove ground Tank Size of Propane Tank: /Zt2 ❑ Heat Stove ❑ Cook Stove ❑ Woodstove ❑ Fireplace Insert 1_ j-lot Water Tank 0 Pellet Stove [I Other Is this appliance belna Installed In a Manufactured/Mobile Home? Yes / No When applying for a permit to Install a propane tank you must also submit a site plan showing all of the buildings,all properly lines,tank location and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. Square Footage For Office Use Only -' Current Proposed Amount Main Floor r,onsistency Review: I,50 8 ('l.$'i9a.al- LI'. tb 2""Floor Base fee: L IS,5 1 5 3"3 Floor Additional Sedioh: Mezzanine: Plan Check fee: i i C IN� II Heated Basement State Surcharge fee: Unheated Basement Pot Water Review fee: sz q � id, Other Unheated rs .\•u 1/Rd Appgaeh� ?h Garage/Carport 6 yz 15 15Ei i`A" TOTAL $ 1 6 i 3, ,35 Decks — Receipt Number Y1 )(� Other — Cash/Check Number f t u a,D(C) ESTIMATED COST(REQUIRED) Date With market materials foundation to finish / 9r 920 , 0D I o5 a5 i. �lnwats. 1 w-» G:\PernitCenTeiNFORAtaiRD FORMS\Master Pnanit Application 7-8-04.doc • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD05-00261 Received Date 04/26/2005 SITE ADDRESS: 142 GOLIAH LN Issue Date 07/12/2005 PORT LUDLOW, 98365 APPLICANT: PORT LUDLOW ASSOCIATES LLC PHONE: 70 BREAKER LN PORT LUDLOW WA 983659766 SUBDIVISION: PORT LUDLOW NO 2 AREA 2 Block: Lot: 103 PARCEL NUMBER: 990602103 Section: 9 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: 5/2/2006 PROJECT DESCRIPTION: NEW SFR W/ATTACHED GARAGE ALSO 120 GALLON A/G PROPANE CALL IN FOR THE REQUIRED INSPECTIONS THAT APPLY TO YOUR PROJECT. SETBACKS: -ZS O5' UFFER: OV— -tm'- Footing: fjGe--- ArrErior S?;PiP Fzen.lGS D $,B/Se0 Foundation: Stormwater FINAL Approval: j) f3/ G/ Underground Plumbing: OR gym as Underground Insulation: 3 j ipES or .nfrrA-Me a-7 g/y!/ * /o/ Shear Wall : �xr��,r OK i ir 4/z.Gondit,d, dS e r� « '� �/ Sheathing: Framing: OK j lc') z i�5�j �,k 5E)74 7`Z�/o5P Plumbing: /¢r"C /b/2k/05 ine5 ,L zs�a5. Propane Tank/Lines: o 'Z-f a5 Insulation: SIL K a�G t3Y B O ) D 4S FFA,ik I4) Sheetrock: Septic Sytem Final Approval (If not on sewer): Road Approach Final Approval: Zoning Final Approval: �� Final/Occupancy Approval: OW-eat O 8/47e6 HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUI D 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 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, I SWPPP N OF THIS REPLACEMENT G MAINTENA NCE, ACEME NT AND UP GRADING E L 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. CT SITE A PRE - CONSTRUCTION PROJECT IN ANY WOR K ON E T BEGINNING 3. PRIOR 0 CONSTRUCTION CONFERENCE MUST BE HELD, AND SHALL BE ATTENDED BY THE GENERAL CONTRACTOR, THE BULDING INSPECTOR, REPRESENTATIVES TI R 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 FLOOR -'-"'- 11 Y2" z i I IY2"X5Y2 �^ FINISH GR DE z_ � z CRAWL SPACE 2" MIN. FOOTING DRAIN - 4' PERFORATED PIPE AROUND ENTIRE PERIMETER, WITH WASHED ROCK BACKFILL DRAIN WITH 4" TIGHT LINE TO INFILTRATIONAISPERSAL TRENCH TYPICAL BUILDING_ /GRADE RELATIONSHIPS 1�- _— N.T.S. — 5' x 2" x 2" POSTS WI SEATED 2 FEET INTO GROUND -� -�� PERIE IETER BACKFII.L FILTER FABRI .. WIRE MES .....::::.:::::..... POSITION FILTER FABRIC NOTE: 81, OVER ENTIRE TRENCH SILT INTERCEPT SWALE MAY BE SUBSTITUTED FOR SILT FENCE tV' WITH NATTVE MATERIAL. WHERE APPROPRIATE. SILT FENCE �- 0� nF S0/ 0 R= 25' MIN � \ F 12" MIN. /y 4" — 8" QUARRY SPALLS �Va 15 NGREDSS/EGRESS LL IDAREA TH F STABILIZED CONSTRUCTION ENTRANCEe NO SCALE STRAW BALES AS REQUIRED NAVD88 NGS "JCIA" STAKE BALES TO MAINTAIN POSITION AS REQUIRED ( 2 STAKES / BALE ) 1--1'-0" MIN. FREEBOARD NO SCALE STRAW BALE SWALFF� (USE AS REQUIRED) STABILIZATION NOTES CONTROL MEASURE: STABILIZED CONSTRUCTION ENTRANCE. PURPOSE: REDUCES THE AMOUNT OF DEBRIS TRANSPORTED ONTO PUBLIC RODS 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 ENTRA NCES SHOULD BE LOCATED WHEREVER VEHICLE ACCESS ROUTES INTERSECT PAVED ROADS; (3) MATERIAL SHOULD BE QUARRY SPALLS, 4" - 8" SIZE; (4) THE ROCK PAD SHOULD BE AT EAST 12-INCHES THICK AND 100 FEET IN LENGTH. LENGTH MAY BE REDUCED TO 50-FEET FOR SITES WITH MINOR GRADING (LESS THAN 1 ACRE OF EXPOSED SOIL); (5) WIDTH SHOULD BE THE FULL WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA. MIN IMUM WIDT H SHOULD BE 20 FE ET. ADDITIONAL SUBGRDE STABILIZATION SUCH AS A GEOTEXTILE MAT MAY BE REQUIRED. PROCEDURE: (1) A FILTER FABRIC FENCE SHOULD BE INSTALLED DOWNHILL FROM THE RU RUNOFF FROM THEEN I ANY SEDIMENT —LADEN PT AND C ONTA N T INTERCEPT CONSTRUCTION ENTRA NCE 0 THE ENTRANCE OR FROM TIRE WASHING; (2) IF THE ROCK PAD DOES NOT ADEQUATELY REMOVE THE MUD FROM VEHICLE WHEELS, THE WHEELS SHOULD BE HOSED OFF BEFORE THE SHOULD BE DONE ON AN AREA COVERED WASHING VEHICLE ENTERS A PAVED STREET. THE 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 THOROUGHLY AS A MINIMUM AT THE END OF EACH DAY. SEDIMENT SHOULD BE REMOVED FROM ROADS BY SHOVELING OR SWEEPING. STREET WASHING SHOULD TAKE PLACE ONLY AFTER SEDIMENT HAS BEEN REMOVED AS DESCRIBED ABOVE; (3) ANY ROCK SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. CONTROL MEASURE: CONSTRUCTION ROAD STABILIZATION. PURPOSE: TEMPORARILY STABILIZES RODS, 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. PROCEE:DURE: (1) WHERE FEASIBLE, ALTERNATIVE ROUTES SHOULD BE MADE FOR CONSTRUCTION FORWET CONDI MICH INCORPORATES TRAFFIC;ONE NMEASURESAI; USTED R ELO(2) DITION,TMTEMPORARYE OTHERO RO AD SHOULDONS FOLLOW THE CONTOUR OF THE NATURAL TERRAIN TO THE EXTENT POSSIBLE. SLOPE SHOULD NOT E)CEED 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) INSTAUED INLETS SHALL BE PROTECTED TO PREVENT SEDIMENT LADEN RUNOFF FROM ENTERI14G THE STORM SYSTEM (SEE BMP'S ON FILTER INLET BARRIERS). MAINTEVANC'E: INSPECT STABILIZED AREAS REGULARLY, ESPECIALLY AFTER LARGE STORM EVENTS. ADD CRUSHED ROCK IF NECESSARY AND RE -STABILIZE ANY AREAS FOUND TO BE ERODIN3. 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 i:'.OUNO 8MP'S) (2) SITE SHOULD BE SPRINKLED WITH WATER UNTIL SURFACE IS WET. REPEAL AS NEEDED. TO PREVENT CARRYOUT OF MUD ONTO STREET, REFER TO STABILIZED CONSTFUCTION ENTRANCE BMP IN THIS SECTION. (3) SPRAY EXPOSED SOIL AREAS WITH AN APPROPRIATE DUST PALLIATIVE. NOTE: OIL IS PROHIBITED FOR USE AS A PALLIATIVE. CCyNTRk,L I.4EAS7RE: LIMIT CLEARING OF SITE PURPO n^7DII LIKELIHOOD OF, OR EXTENT OF, TURBIDITY IN DOWNSTREAM STORMQA•TR BY MINIMIZING THE SOURCE OF SILT PICKED UP ON SURFACE RUNOFF. DESIGN CRITERIA/SPECIFICATIONS: CLEARING SHOULD BE LIMITED TO THE MINIMUM AREA NECESSARY !O PERFORM WORK AND IMMEDIATELY REVEGETATE CLEARED AREAS. WHEN POSSIB_F, CONSTRUCTION SHOULD BE PLANNED IN STAGES, AND ONLY THE STAGE BEING WORKED ON SHOULD BE CLEARED. ONCE WORK IS COMPLETED, A GIVEN STAGE OF CONS RUCTION SHOULD BE IMMEDIATELY REVEGETATED OR OTHERWISE STABILIZED. CONTROL MEASURE: COVER AREAS LEFT UNWORKED FOR MORE THAN 48 HOURS, (SEE A -SO MULCHING, SODDING, PLASTIC SHEETING BMP'S). PURPO!;E: MINIMIZE THE AREA EXPOSED TO RAINFALL AND SURFACE RUNOFF, THEREBY REDUCING THE AMOUNT OF EROSION OF BARE GROUND AND FHL AMOUNT OF SEDIMENT THAT MIGHT JOLLECi 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 CRI'-MA/SPECIFICATIONS: DESVIN: (1) PREPARE SOIL AS FOR SEEDING; (2) FOR APPUCA71ON RATES AND SPECIFICATIONS, SEE TABLE 3-1•i; (3) NETS AND MATS USED IN CONJUNCTION WITH MULCH SHOULD BE I.1SL.D 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 TIAIES 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 (IE:D DOWN. THEY ARE THE MOST COMMON AND WIDELY USED MULCHING MATERIAL; GOOD FOR EROSION CONTROL IN CRITICAL AREAS. ANCHOR BY CRIMPING, DISCING, ROLLING OR BUNCHING INTO SOIL, COVERING WITH NETTING, SPRAYING WITH A CHEMICAL OR F18ER EIINOFF-: 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--LP, 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 ANG 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 67; (6) BARK CHIPS/SHREDDED BARK: CANNOT BE CLOSELY MOWED. ADDITIONAL141TROGEN FOR SEEDS NOT REQUIRED. TENDS TO WASH DOWN SLOPES STEEPER THAN EX 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 STEEPESEEDED RTHAN 2:1; B CAUSE OF THE SEASON;HES(4) OUMU BCHES SHOULD BE USED ONE USED IN CLEARED STHAT EXPOSEDASOOS BE (INCLUDING STOCKPILES WHICH ARE NOT FINAL GRADE 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 MEETING 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 MAY BE REQUIRED). SEEDING CAN SOMETIMES ALSO BE DONE SUCCESSFULLY DURING THE REMAINDER OF THE YEAR, OCTOBER 1 THROUGH FEBRUARY 29, PROVIDE THAT THE SEED BED IS IMMEDIATELY STABILIZED BY MULCHING, NET/MATS OR PLASTIC SHEETING; (2) SITE PREPARATION, INCLUDING THE INSTA..LATION OF SURFACE RUNOFF CONTROL MEASURES, SHOULD BE COMPLETED PRIOR TO SEEDING. THE SEED BED SHOULD BE FIRM BUT NOT COMPACT, WITH A FAIRLY FINE SURFACE. SURFACE ROUGHENING SHOULD BE DONE AT RIGHT ANGLES TO THE SLOPE AND PREFERi\EILY TRACK WALKED UP SLOPE. TRACK WALKING IS RN OF CLEAT IMRIVING PRINTSACRAWIUETRACTOR UP PARALLEL TO THE SLOPE�O DOWN THE SLOPE, iI'ONTTO RS;; (3)HYDROSEEDING APPLICATIONS WITH APPROVED SEED-MULCH-FERTIUZER MIXTURES MAY ALSO BE USED; (4) SOIL AMENDMENTS/FERTILIZERS BY SUPPLIERS. WHENZERS SHOULD B: APPLIED AS E SEEDING OVER SUBSOIL (WITHOUT TOPSOIL), AVOID OVER -FERTILIZING, ESPECIALLY NEAR AQUATIC FEATURES. INSTEAD, USE AULCH 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 3-2** GIVES RECOMMENDED TEMPORARY EROSION CONTROL SEED MIXTURE. MAINTENANCAND ESEEDEIMMEDIATE Y, (2)CT SEEDED EEAREAS FOR SHOULD BEFAILURE SU PLIEDNWITHAKE DEQUAATE ESSARY REPAIRS MOISTURE. SUPPLY WATER AS NEEDED, ESPECIA:.LY IN ABNORMALLY HOT OR DRY WEATHER, OR ON ADVERSE SITES. WATER APPLICATION RATES SHOULD BE CONTROLLED TO PREVENT RUNOFF. INSUFFICIENT AMOUNTS OF WATER MIIY BE MORE HARMFUL THAN NO WATER. CONTROL MEASURE: PLASTIC SHEETING PURPOSE: PROVIDES IMMEDIATE TEMPORARY EROSION PROTEC11ON TO SLOPES AND DISTURBED AREAS THAT CANNOT BE COVERED BY MULCHING. ALSO, PROTECTS DISTURBED AREAS WHICH REQUIRE COVERING OWING PERIODS OF INACTIVITY IN WINTER MONTHS. PLASTIC SHEETING IS THE PREFERRED COVERING FOR SEED BEDS PLANTED DURING WINTER MONTHS, IN THAT IT NOT ONLY PROT= 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 kEQUIREMENTS OF WSDOT/APWA SECTION 9-14.5; (2) COVERING SHOULD BE INSTALLED AN[ 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. `.TEAMS SHOULD THEN BE ROLLED AND STAKED OR TIED; (3) COVERING SHOULDDURING WINTER MONTHS, AND REMOVED SE SOON AINSTL IPOSSIBLE ONCE VEGETATION I) IMMEDIATELY ON AREAS S WELL GROWN TO PREVENT BURNING THE VEGETATION TIROUGH THE PLASTIC SHEETING, WHICH ACTS AS A GREENHOUSE; (4) WHEN COVERIN:: IS USED ON UNSEEDED SLOPES, IT SHOULD BE LEFT IN PLACE UNTIL THE NEXT SEEDING PERID; (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. C04TACT BETWEEN THE PLASTIC AND THE GROUND SHOULD ALWAYS BE MAINTAINED. ANY AIR BLBBLES FOUND SHOULD BE REMOVED IMMEDIATELY OR THE PLASTIC MAY RIP DURING THE NIEXT WINDY PERIOD. RE -ANCHOR OR REPLACE AS NECESSARY. **-SEE TABLE 3-2, THIS SHEET TABLE 3-1 MULCH MATERIAL, AHIJLIGAIIUN NAItJ .ANU JrtLlrltr+uvrv� 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 CLl YDS, 3" CRUSHED STONE 1-1/2" SIZE OR SLAG HAY OR STRAW AIR-DRIED, FREE 75-100 LBS., 1.5 - 2.5 TONS LIGHTLY COVER FROM UNDESIRABLE 2-3 BALES (90-100 BALES) ENTIRE SURFACE SEED do COARSE (MIN. 2-) MATERIAL WOOD FIBER DIED GREEN. 25-30 LBS. 1000-1500 LBS. 2" CELLULOSE NO GROWTH OFGANISM INHIBITING FACTORS TABLE 3-2 TEMPORARY EROSION CONTROL SEED MIXTURE NAME PROPORTIONS BY PERCENT PERCENT WEIGHT PURITY GERMINATION REDTOP (AGROSTIS ALBE) 10% 92% 90% ANNUAL RYE (LOLIUM 40% 98% MULTIFODUM) CEWINGS FESCUE (FESTUCA 40% 97% 1 80% REBRA COMMUTATA) JAMESTOWN, BANNER, SHADDOW OR KOKET I WHITE DUTCH CLOVER 10% 96% 90% (TRIFOLIUM) Legend PROPOSED CULVERT - - - - - - —► SURFACE DRAINAGE DS DOWN SPOUTS TO CATCH BASIN IN 6" DIA., PVC PIPE SILT FENCE, SEE DETAILe C o--E STRAW BALES, SEE DETAIL e C ---------------- CLEARING LIMITS xa ASPHALT SURFACE CONCRETE SURFACE PROPOSED SANITARY SEWER LINE SS PROPOSED WATER LINE W O PROPOSED 120 GAL PROPANE TANK NOTES: YARD DRAINS TO BE CONSTRUCTED FROM CONCRETE PIPE, IN ACCORDANCE WITH ASTM C 14 UNLESS OTHERWISE SHOWN ON THE PLANS OR NOTED IN THE SPECIFICATIONS, CUTOUT HOLE SIZE IS EQUAL TO OUTLET PIPE OUTSIDE PLAN VIEW DIAMETER PLUS YARD DRAIN WALL THICKNESS. 4 ® CONNECTION TO OUTLET PIPE TO BE MORTARED AND FINISHED GRADE MADE FLUSH WITH INSIDE OF THE YARD DRAIN WALL ® CAST FLUSH ON BELL RA BELLFFS INTO E GRBATE SHALL HAVEDSLOTS � (HOLES) THAT CONSITTUTE 50 PERCENT OPEN AREA FOR DRAINAGE r• INLET SELL SURFACE SHALL BE FINISHED TO ASSURE NON -ROCKING _ O FIT WITH ANY COVER POSITION. ® WASHED DRAIN ROCK. 8 INCHES MINIMUM DEPTH. _ ® VARIES 12 INCHES OR 18 INCHES. _I © = I' SPECIAL CAST YARD DRAIN MAY BE REQUIRED FOR MULTIPLE PIPE CONNECTIONS. YARD DRAIN IS NOT PERMITTED WITHIN THE RIGHT-OF-WAY. 5 ELEVATION VIEW s YARD DRAIN CONNECTIONS . j N.T.S. EMERGENCY CONTACT PERSON JEFF EVANGER PHONE: 1-360-437- 2101 I Nofe : f{ 4Y.si yolan s deep ��'�Ped� al or � . I o s, a s r' 14 O ?W : o -0 _ ° 0 0 0 °�� Boo g\ s, APPR VED I gcboSITE P AN I JAPPR VED ORMW ER PLA O Doe JUL - 2005 ' JUL 8 2M ao / 1EFFE. SO C UNTY J N - \ FT. OF EV O SI NATUR DEPT `* FFER ONHOFYIi,O MEN' r (1) Oil, Grease & Sedim t Insert (Bowhead Mfg. Replace as required Site Plan GRAPHIC SCALE ( IN FEET ) 1 inch = 15 ft. EXPIRES: JUNE 7, 2006 1 REVISED I 90swd inesidenc FF = 206q Fmting .,)rpIn - 19626, II 4j " 0 SF ----------- 1 I I I I Jj I I � 92.W i I 0 0 acres I n / N I I CLEARED REA — 13,047 SQ. FT. IMPERVI S AREA - 3,$41 SO. FT. mHolil MacLearnsberry Engineering, P.S. Civil Engineers o Planners / I I I I I 130.00' ---/ /c CLIENT Port Ludlow Associates Stormwater Site Plan (SWPPP) 159 WyattWay NE Bainbridge Island, WA 98110 Lot 103, Goliah Lane 4 Phone; (206) 842-5514 facsimile: (206) 780-2408 DRAWN BY CA11 DATE April 22, 2005 Joe NO 25510 WECKED BY MCM SCALE 1"-15' SHEET 1 OF 2 JUN 02REC'D 6cDos-ooz�l