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HomeMy WebLinkAboutBLD2007-00238 THIS BUILDING IS NOT FINALED . THIS IS AN INCOMPLETE BUILDING APPLICATION . THE PERMIT WAS NEVER ISSUED . �ILDING PERMIT APPLICAT MRevvew� 1 I Jefferson County Department of Community Dev„lopment 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD07-00238 Received Date: 5/17/2007 SITE ADDRESS: LH\ RAINIER LN PORT LUDLOW, 98365 OWNER: PORT LUDLOW ASSOCIATES LLC PHONE: 360-437-2101 70 BREAKER LN PORT LUDLOW WA 983659766 PORT LUDLOW NO 1 AREA 4 SUBDIVISION: Block: Lot: 68 PARCEL NUMBER: 990400464 Section: 8 Township: 28 N Range: 01 E CONTRACTOR: PORT LUDLOW ASSOCIATES LLC PHONE: (360)437-2101 70 BREAKER LN PORT LUDLOW WA 98365 Contractor's License PORTLAL994L8 Expires 5/2/2008 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOI NSFR W/ ATT GARAGE & A/G 120 GAL PROP TANK TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,859 VALUATION 252,890.00 ADD'L: 765 HEAT TYPE: HTP CODE EDITION: 2003 HEAT BASE: HEAT TYPE: PRO OCCUPANCY: R-3 UNHEATED: # OF STORIES: OCCUPANCY: OTHER: 84 CONST TYPE: 5N SHORELINE: GARAGE: 497 CONST TYPE: SETBACK: DECK: 170 BANK HEIGHT: SEWAGE DISPOSAL: SEW WATER SYSTEM: LUDLOW BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 2 Prop: 3 Total: 2 Total; __3_ __ Routi q Date: ' \1 I"r-1 Type Amount Paid By: Date: Receipt: Approved/Date Permit $1,850.55 LYK 05/17/07 91057 Plan Check $1,202.86 LYK 05/17/07 91057 State Building Code $4.50 LYK 05/17/07 91057 Potable Water Application $58.00 LYK 05/17/07 91057 Total: $3,115.91 05/11/2007 12:45 36037944 ' JEFF CO PERMITCFIR PAGE 02/03 06/11/2007 09:15 FAX 3604372522 PORT LUDLUW ASSOCIATES lo4Z., ; ;'1, kA \ I $fj JEFFERSON COUNTY 1,7- '' DEPARTMENT OF COMMUNITY DEVELOPMENT N o rt r d•Wshinton 98368 380/379480. 3801379-0451 Fax �;Zp'4' wow.rxt.jefferaon.wa.usicommdevelopment r t� l � 0 i!li ' J " ' Master Permit Application MLA: Project Description(Include separate sheets as necessary): • NEW SINGLE FAMILY RESIDENCE Ta/ ACHED GARAGE Tine Pnrcol Property Number: "142t01-4clio'—(‘-01-4 size: 1(0r1l9 (scresquareBeal} site Address and/or Directions to Property: 3 nodAc- Le,-r& tic .s 1._ .:=iS oS' Property Owner(s)of Record: pCRT 'LUDT.nW ASSOCTATES• L1". Telephone: (Up) 417-210 FaX ('1ff1) 617 X57? email:y^y T aS• ALoopeasoc3.ates. Mailing Addt se: 70 SR'.. t IL .• t ID f . , e. •a165' corn Appl1C2rntlAgetlt if dlfffreof from owner): nt I Pr Tolophono: Fax:, email: Malting Address: What kind of Pomnit?(Check each box that applies J� /guildin 0 Variance(Minor,Major or Reasonable Economic Use) Demolition Pe.miit ❑Conditional Use(C(o),C(d),or C)" prg Sing%a Family "(Garage, Attached l Detached 0 Discretionary'Fr or Unnamed Use Clesslticatlon Manufactured Home 0 Modular ❑special Use(Essential Public Facilities)" CI Commercial- 0 Boundary Line Adjustment ❑ Chnngo of Uso 0 Short Plat" 0 Address Cf Rood Approach 0 Binding Site Plan•• ❑Home Business 0 Cottegelndustry 0 Long Plat" ^Propane 120 gallon 0 Planned Rural Residential Development(PRRD1/Amefldments" 0 Sign 0 Plat Vacation/Alteration"" 0 Allowed"Yes"Use Consistency Amalysio ❑Shoreline Master Program Exemption1Permit Revision=" 0 Stormwater Management 0 Shoreline Management Substantial Development 0 Site Plan Approval Advance Determination(SPAAO)4. in Shoreline Management Variance ❑Temporary Use ❑Comprehensive PiardUDC/Land Use District Map Amendment 0 VNmless Telpcommunleetion a ❑Jefferson County Shoreline Master Program Amendment ❑Forest Practices Act/Retinae of Six Year Moratorium 0 Tree Vegetaton Request •May requhe o Pro-Application CvrtfritInee "Requires a Pra-Applicafion Conference Please Identify any other Iocai,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 thLa application for permit(s). °wite SIcNaTUtia - Date: By signing this npplicalion form,the owner/agent admits that the Infomretlon provided herein,and In any attachments,W true and cotreet to the heat of hire,her or il'e kneWledgn. Any material ralsehodd or any omission of a material fact made by the owner/agent with respect to this epptica[lan packet may result In this pednit being not and void. I Anther agree In save,Indemnify and hold harmless Jefferson County against at liabilities,Judgments,coutt coats,reasonable attorney's fees and expenses which may M any way accrue against Jefferson County ac o result or or in consequence of the granting of Ws permit 1 further agree to provide aeeess end right of Ajlt to Jefferson county and Its employees,representatives a I r sole purpose f application at the re and any required later tnspectians. a acccas and right of entry will be assumed unkseo the applicant tire of the application t.- .e or she wan g. •r notice, Signature: • . _...i01y1 .... Date:, 2 ,7 The artidrt or actions applicant will undertake as a result of the issuance of tills permit may negath.ely impact upon one or more threatened sr endangered speci es and could lead to a potential"lake of en endangered species DS those lemma are defined In the federal law known as the 'Endangered Species act"or"ESA."Jeabrsun county makes no assurance to the applicant mat we actions that will be undertaken because alto permit has peen issued win not violsio the ESA. Any individual,group or agency can file a laweull on behalf of an endangered species regarding your ectloq(s)even if yeu are In compliance with .4".7•=rsen County development code,The Applicant acknowledges that he,she or it holds individual and non-trSnSffrahte rag••r lbllity for edhcr • to and complying with the ESA The Applicant no°read this diacl�f�anda signs end dates It below. Signature: ... rate: ` f. ✓/rk WV C\Docurr»"ez"n.l Sn[r:rq?\ ie1\Leenl Semi Tel-rpm:try Inmraes Kdce\OLKS6\Masrek Perini¢Applteacee 12.19.2OOG.dee 05/11/2007 12:45 3b0379451 JEFF CO PERMIT TER PAGE 03/03 05/11/2007 09:15 FAX 3604372M PUR'l' LUDLOW ASSOCIATES QODJ ,p,))if• II� BUILDER STATEMENT ' e,l' .i 74 Th Tho signor of this statement does hereby•- •v that they are the Owners of the pored referenced herein,that they are not pans od�oor11 mGerr and that tt v Mil be asauteirig the r_...nsIb ty of• , c• Contractor for the proposed prejeol. �y It-thy/rpm•i -II. �^� Signature:- .4 . _� Date: tai './f"'7.�.a' F; G..i�,i,t`: GENERAL CONTRACTOR Oft MANuPaCTURED HOME INFfTALLER: PHONE; FAit� FA!(;�r‘0 j r PORT T.TlTl1.nk/ AgSOCTAM'Pg, T,T.r. '( '4 a7 4a (150 MAILING ADDRESS t 7_11_10,2,4.K. • -, ••: r r a . • •rk • . ..,, • .r• .. A . _ _ ..CONTRACTOR'S LICENSE WAIN NuMU•r: PORTT.AT,94!}T•R NUMBER ARCRITECT/ENGINEER: PHONE ( ) FAX:( ) MAULING ADDRESS: EMAIL Project Typo: I Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: New of wood listing: Q "(Sewer ❑ Addition Li Steel Proposed: _„_-' Bank p Community System ❑ Altemtlon/Ramodel ❑ Concrete Total: _ 'a Height ❑ Individual System . U Repair 0 Masonry SP Permit# ❑ Demolition ❑ Other. Rndroomo: Water Supply: Existing: Co Setback 0 Private well ❑ Two Party Type of Heat: Proposed: Publlc . 2T '.._ C Total: 2. eme of System: tnJS I 0 proparir- rr .•o If this Is a Commerce I P tyou must answer the following Number of Parking Spaces: Current: Proposed: . Number or MLA Parking Spaces: Number of occupants(includes e udes owners,tenants,employees,etc) Current Proposed ISC O mup Noy: IBC Type of construction: will you have Food Service? Yes / No M thi3 r3 a Ptbbdnp Tank acid/or Appliance installation permit,mark all items below th t*poly; DUnderground Tank, Abevc ground Tank Size of Propane Tank1,20 Gallon ❑Rent Stove 0 cook Stove Cl Wuodstove.XFireplace Insert 121 Hot Water Tank ❑Pellet Stove 0 Other In this appliance belno installed In a Manufactured 1 Mobile Home? VHS / No When applying for a permit to Install a propane tank you must also submit al site plan showing all of the buildings,all property lines,tank location and sae,distanced from the propane tank to an property lines,buildings gad septic s stem Co poren including the reserve arcs, _ . r y i ( ,Ill:" Offl `:1 + . S•uare Footaea Current Proposed ffF//,onff� !ill--�d'Ue'Orit , .I�S•',.� •�I�Ib�ttrlY ReuTsidn M FlaateH Heated MSR iW/O` (POi 1 Sid 1stency Review: a� -tes II t5t1: v� ■53, DO Other Hunted "' ' Base fee: I Z aS II'I `.'I vfJ I.'' Additional Section: _ _+ Me=nnine .I`ll;; 1 1 Heated Basement I , , J114 Plan Check fee: ' ?o; g)• " . L Unlimited Oaement State Surcharge Tea: s I 4 ,5o Other unheated "s. 0.-VraCkirfZI �� r ii,y1 Beat Water Review fee: 00• Garage/Carport L -% ,,.;1 I,1 I ; ., SUBTOTAL l.tyr l7®dca ytl; (I.'1' +"" 911/Rd Approach fee: 6a•DD Other i t, . ' . ' CO licrecl a'fr'o `l0 I TOTAL,: $ Receipt Number. Ci I 1' Cash/Check Ntnttber ; 2-+G ESTIMATED COST(REQUIRED) Date: *aft Market vahre dal/labor end more) IrEfitiation fonAMsN -1 Fik' • t19 q Z O , 5 w• r 7 initials: ,__ 7 r\ enrn and tieninprt\earl\Loca1 S enfngs\'texpor,ninremetl JeAOLK86\Mu er Pearly Arel:oko n 1249-2006' Parcel Print Page 1 of 1 Parcel Number:990400464 08/15/2014 Owner Mailing Address: PORT LUDLOW ASSOCIATES LLC 70 BREAKER LN PORT LUDLOW WA 98365-9766 Site Address: 441 RAINIER LN PORT LUDLOW 98365-9766 Section: 8 School District: Chimacum(49) Qtr Section: SE1/4 Fire Dist: Port Ludlow(3) Township: 28N Tax Status: Taxable Range: lE Tax Code: 0231 Planning area: 98365-9766 Sub Division: 9904 - PORT LUDLOW NO. 1 Land Use Code: 9100 LOA\Ltcio 98365-9766 L X<rU Property Description: PORT LUDLOW NO 1 AREA 4 LOT 68 \t Vr\ ri\501\ci -‘,S) \\--) CL_Pe(18'1S SCe c--q At( Pvc4i4eS S ' 31/KeigA- CA•v-CA---- — U ,toy CI uv\,LA- -ft,i,SubLub • http://www.co.jefferson.wa.us/assessors/parcel/parcelprint.asp?PARCEL_NO=990400464 9/9/2014 / 3,:•5• / I'-E,• /' J �I j: Q, - 'M1 0- .wixii -- 0 `O .— i - F t/-• ^O-0 Aid' � r-- gip �pZ rya z E W T ` 1 ° 1I1 1 II 6 E l _ ; o '9 a u b fi Ao s:—_ \ �f _ 1111 \\�\ 1 ti Inl III, .,r a � � - — II I a p o III I I I 1') 1n z *-A° ll g D um 1 II 2:•,'" .. 13'-4' r 12'-S' „ E t2 Z 6 n T Nitrix ,1 1-li ,,..1 R > : p j 25' 0"/ `=s n, 1:1 Y _I I3-'11 I/2' P / 7' 0"r _ / 13'-4' IS'-6` �� ,' 1 P 4-0 3'-10" T'-1 I/2" 44'-8 I/2" '1'-b' D'-O' I \ ! / / / / t7 5L 0 .j:. .. �.:.. 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Q L ((�•• y I col • 1 , o 41.v"`gt'.o z , @ Z'ti Zct � � VI At � �+ ' y7T !, V iig " 41 g g g:T2 Ty t� 0 JCS A1.) 1�_ ..,st.,z i p 4 P '' T4i-AR D`' , O a h O r =t P ,•` §\ 7 Tligv ��i 8_r 1 i ,_4. ,,.R. °._S g e�u $ e � er�e SJ SJSJ t F4 L¢§ 1r (p p 9 &l n , >gr g) 16C 1f * `it`1I - J1 �-� w5 8s{� i Y Inj • C c Dl Qs ' l,�,q'` m o4 >"P ] `z ?. 4: Cry .I N .,„); i P m� 8 r 7 i PLAN 5A 72 I 'P y i ' c>ri 2 CAR FRONT GARAGE i PORT LUDLOW ASSOCIATES, LLC £ord. N 8 FLOOR PLAN Z PORT LUDLOW, WASHINGTON �'0 > AI ,i a, a 1 m>D 2z Q N f ', • 1 .i i 23'-4" / 22,-8' / 15'-6" -4•/-2/ 1,-10" / 12-4" 1'-9 1/2" 4'-6 1/2" / / / T I u F-- u 4040 5L _� 8 w b 6. P \ I1'-81/2" N J Z it Q, N W > (7 O D oT giqUi , ''P.p ,,,,,, 4. . ,,, rNxNa. l , 't'At, a�6 gP y3� El % a • ..,,, ,,, j \ to ` ,4 , a, y�+ _ A: \ r I-, A P r � w • 71,17-1-1 ou,„ • • -1/ . 3'f,0. 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' .1 i ril ,,. ! 1 OT 2 P - ,..,, q,>I a` 1,? m i �.. 7 ,.� 4 ea' PLAN 5A 4_ 2 ,7 VI 2 CAR FRONT GARAGE PORT LUDLOW ASSOCIATES, LLC P - i • g o PORT LUDLOW, WASHINGTON W UPPER LEVEL FLOOR PLAN ,t q A 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 NOTE ON THIS PLAN MUST AVAILABLE T D BE A ALABLE 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 I THE RESPONSIBILITY TH R TR T R TH 5OF E OWNS AND/OR CONTRACTOR OR FROM BEGINNING OF CONSTRUCTION UNTIL ALL CONSTRUCTION IS COMPLETED E AND APPROVED BY THE COUNTY AN I 7 D THE SITE S 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 BULDING 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 BAS IC REQUIREMENTS FOR THE ANTICIPATED CI D SITE 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. B. 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 y2' z n z , ty2-X 5y2' g �' FINISH GRADE o i IJ s In CRAWL SPACE I . 2- (OPTIONAL) FOOTING DRAIN - 4' PERFORATED PIPE AROUND — ENTIRE PERIMETER, WITH WASHED ROCK BACKRU DRAIN TO ROADSIDE DITCH TYPIC_A-L BUILDING/GRADE RELATIONSHIPSe N.T.S. X 2" X 2" POSTS INSERTED 2 FEET 6-0 INTO GROUND ......:::::...... FILTER FABRI m. • •... ............. WIRE MESII- ......::::.::•:•:.:::::::..... NOTE: 8„ SILT INTERCEPT SWALE MAY BE SUBSTITUTED FOR SILT FENCE WHERE APPROPRIATE. SILT FENCE T STI v E{d5TWN0 ,LQP�t3S�<`r�T��� •� 12' MIN. — 4' — 8' QUARRY PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA CONSTRUI NO SCALE NO SCALE STRAW BALE SWi (USE AS REQUIRED )/POSITION FH.TER FABRIC OVER ENTIRE TRENCH PERIMETER AND BACIOTH.L IV' WITH NATIVE MATERIAL ON THE UPSLOPE SIDE OF THE TRENCH. !NI SO/ 0 OQ(n < tiF CE STABILIZATION NOTES CONTROL MEASURE: STABILIZED CONSTRUCTION ENTRANCE PURPOSE: REDUCES THE AMOUNT OF DEBRIS TRANSPORTED ONTO PUBLIC ROADS FROM CONSTRUCTION EQUIPMENT BY ACTION OF VEHICLE TIRES TRAVELING OVER GRAVEL PAD REMOVING MOST MUD AND DEBRIS FROM TIRES. DESIGN CRITERIA/SPECIFICATIONS: DESIGN: 1 SEED TAIL - - O E 2 C 1, (2) STABILIZED CONSTRUCTION ENTRANCES SHOULD BE LOCATED WHEREVER VEHICLE ACCESS ROUTE'S INTERSECT PAVED ROADS; (3) MATERIAL SHOULD BE QUARRY SPA LLS 4- 8 SIZE• 4 THE RO CK OCK PAD SHOU LD BE AT EAST . O S 12-INCHES THICK AND 100 FEET IN NG LE TH. LENGTH MAY BE REDUCED TO 50-FEET FOR SITES WITH MINOR GRADING SS THA N AN 1 ACRE OF EXPOSED SOIL • 5 WIDTH ( SHOULD BE THE ), FULL () WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA. MINIMUM WIDTH SHOULD BE 20-FEET. ADDITIONAL SUBGRADE T I TI S AB UZA ON SUCH AS A GEOTEXTILE MAT MAY BE REQUIRED. PROCEDURE: (1) A FILTER FABRIC FENCE SHOULD BE INSTALLED DOWNHILL FROM THE CONSTRUCTION ENTRANC E TO INTERCEPT AND CONTAIN ANY SEDIMENT -LADEN RUNOFF FROM THE ENTRANCE OR FROM TIRE WASHING; (2) IF THE ROCK PAD DOES NOT ADEQUATELY REMOVE THE MUD FROM VEHICLE WHEELS, THE WHEELS SHOULD BE HOSED OFF BEFORE THE VEHICLE ENTERS A PAVED STREET. THE WASHING SHOULD BE DONE ON AN AREA COVERED WITH CRUSHED ROCK AND WAS WATER SHOULD DRAIN TO A SEDIMENT RETENTION FACILITY; (3) STREET CLEANING EQUIPMENT SHOULD BE AVAILABLE AS REQUIRED. MAINTENANCE: (1) ENTRANCES MAY REQUIRE PERIODIC TOP DRESSING WITH 2-INCH STONE, AS NECESSARY TO PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC ROADWAYS; (2) IF SEDIMENT IS TRANSPORTED ONTO A ROAD SURFACE , THE ROADS SHALL BE CLEANED THOROUGHLYT AS A MINIMUM A THE END OF EACH DAY. SEDIMENT SHO ULD BE REMOVED FROM ROADS BY SHOVELING OR SWEEPING. STREET WASHING SHOULD TAKE PLACE ONLY AFTER SEDIMENT HAS BEEN REMOVED AS DESCRIBED ABOVE; (3) ANY ROCK SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. CONTROL MEASURE: CONSTRUCTION ROAD STABILIZATION. PURPOSE: TEMPORARILY STABILIZES ROADS, PARKING AREAS, AND ON -SITE TRANSPORTATION ROUTES WITH STONE IMMEDIATELY AFTER GRADING, REDUCES EROSION CAUSED BY CONSTRUCTION TRAFFIC OR RUNOFF. DESIGN CRITERIA/SPECIFICATIONS: DESIGN: 1 PROVIDE ROCK STABILI ZATION WHEREVER THERE I TH ()E S E POTENTIAL FOR EROSION OF TEMPORARY CONSTRUCTION ROUTES BY CONSTRUCTION TRAFFIC DURING WET WEATHER; (2) ROCK STABIUZA71ON 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 APPUED 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 SHALL BE PROTECTED TO PREVENT SEDIMENT LADEN RUNOFF FROM ENTERING THE STORM SYSTEM (SEE BMP'S ON FILTER INLET BARRIERS). MAINTENANCE: INSPECT STABILIZED AREAS REGULARLY, ESPECIALLY AFTER LARGE STORM EVENTS. ADD CRUSHED ROCK IF NECESSARY AND RE -STABILIZE ANY AREAS FOUND TO BE ERODING. CONTROL MEASURE: DUST CONTROL PURPOSE: PREVENTS SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES DESIGN CRITERIA/SPECIFICATIONS: (1) MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH USE OF TEMPORARY GROUND COVER AND OTHER TEMPORARY STABIUZATION PRACTICES. (SEE BARE GROUND BMWS) (2) SITE SHOULD BE SPRINKLED WITH WATER UNTIL SURFACE IS WET. REPEAT AS NEEDED. TO PREVENT CARRYOUT OF MUD ONTO STREET, REFER TO STABILIZED CONS7UCTON ENTRANCE BMP IN THIS SECTION. (3) SPRAY EXPOSED SOIL AREAS WITH AN APPROPRIATE DUST PALLIATIVE. NOTE: OIL IS PROHIBITED FOR USE AS A PALLIATIVE CONTROL MEASURE: LIMIT CLEARING OIF 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 RtEVEG;ETATE CLEARED AREAS. WHEN POSSIBLE, CONSTRUCTION SHOULD BE PLANNED IN STAGES, AND ONLY THE STAGE BEING WORKED ON SHOULD BE CLEARED. ONCE WORK IS COMPLETED, A GIVEN STAGE OF CONSTRUCTION SHOULD BE IMMEDIATELY REVEGETATED OR OTHERWISE STABILIZED. CONTROL MEASURE: COVER AREAIS 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 MND 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 AIRE 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; (1) FOR APPLICATION RATES AND SPECIFICATIONS, SEE TABLE 3-1t*; (3) NETS AND WATS USED IN CONJUNCTION WITH MULCH SHOULD BE USED ON SLOPES STEEPER THAN 2:1: (4)1 WOOD FIBER CELLULOSE BLANKET ARE CONSIDERED PROTECTIVE MULCHES AND CAN BE USED ALLONE 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 SUBIJECT TO WIND BLOWING UNLESS KEPT MOIST OR TIED DOWN. THEY ARE THE MOST COMMON AIND WIDELY USED MULCHING MATERIAL; GOOD FOR EROSION CONTROL IN CRITICAL ARIEAS. ANCHOR BY CRIMPING, DISCING, ROWING OR PUNCHING INTO SOIL, COVERING WITH NETTINNG, SPRAYING WITH A CHEMICAL OR FIBER BINDER OR BY KEEPING MOIST: (2) WOOD FIBIER CELLULOSE (PARTLY -DIGESTED WOOD FIBERS): WHEN USED FOR EROSION CONTROL ON CRtITICA1L AREAS, THE APPLICATION RATE SHOULD BE DOUBLED. APPLY WITH HYDROMULCHERI. NCO 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 FCOR SHORT SLOPE AND AROUND WOODY PLANTS AND ORNAMENTALS. USE WHERE SUBJECT TO FOOT TRAFFIC; (4) CORN STALKS: SHREDDED INTO 4' - 6' LENGTHS, DECOMPOSES SLOWLW 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 6X AVOID TILING BARK OR SAWDUST INTO SOIL AS IT TENDS TO REMOVE NITROGEN FROM SOIL, RELEASING IT ONLY WHEN IT DECAYS. PROCEDURES: (1) MULCHES SHOULD BE USED FOLLOWING TEMPORARY OR PERMANENT SEEDING; (2) MULCHING SHOULD IMMEDIATELY FOLLOW SEEDING IN AREAS WITH SLOPES STEEPER THAN 2:1; (3) MULCHES SHOULD BE USED IN CLEARED AREAS THAT CANNOT BE SEEDED BECAUSE OF THE SEASON; (4) MULCHES SHOULD BE USED ON EXPOSED SOILS (INCLUDING STOCKPILES WHICH ARE NOT FINAL GRADED !WITHIN 15 DAYS) UNLESS COVERED WITH PLASTIC SHEETING. MAINTENANCE: MULCHED AREAS SHOULD BE CHECKED PERIODICALLY, ESPECIALLY FOLLOWING SEVERE STORMS, WHEN DAMAGED AREAS OF MULCH OR TIE -DOWN MATERIAL SHOULD BE REPAIRED. **-SEE TABLE 3-1, THIS SHEET STABILIZATION NOTES (CONrD.) CONTROL MEASURE TEMPORARY EROSION CONTROL SEEDING. (SEE ALSO 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 THRO UGH SEPTEM ER IF B 30 PLANT ED BETWEEN ( MAY 15 AND AUGUST 1 S 5 IRRIGAT ION MAY B REQUIRED). E SEEDING CAN SOMETIM ES ALSO BE DONE SUC CESSFULLY Y LL DURING THE REMAINDER OF THE YEAR, OCTOBER 1 THROUGH FEBRUARY 29, PROVIDED THAT THE SEED BED IS IMMEDIATELY T D TELY STABILIZED Y B MULCHING N E7 MATS OR PLASTIC / SHEETING ; 2 SI TE TE PREPARATION, INCLUDING THE INSTALLATION 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 ANGL ES TO THE SLOPE AND PREFERABLY TRAGIC WA LKED UP SLO PE TRAC K WALKING IS DRIVING A CRAWLER TRACTOR UP AND DOWN THE SLOPE, LEAVING A PATTERN OF CLEAT IMPRINTS PARALLEL TO THE SLOPE CONTOURS; (3) HYDROSEEDING APPLICATIONS WITH APPROVED SEED —MULCH —FERTILIZER MIXTURES MAY ALSO BE USED; (4) SOIL AMENDMENTS/FERTIUZERS SHOULD BE APPLIED AS RECOMMENDED BY SUPPLIERS. MEN SEEDING OVER SUBSOIL (WITHOUT TOPSOIL), AVOID OVER—FERTIUZING. ESPECIALLY NEAR AQUATIC FEATURES. INSTEAD, USE MULCH TO ASSIST IN NOURISHING SOIL PROJECT SITES ADJACENT TO BODIES OF WATER MUST USE NON —PHOSPHORUS FERTILIZER; (5) APPLY AN APPROPRIATE SEED MIXTURE TO THE PREPAREC SEED BED AT A RATE OF 120 LBS. PER ACRE TABLE 3-2** GIVES RECOMMENDED TEMPORARY EROSION CONTROL SEED MIXTURE MAINTENA NCE: (1 INSPECT SEEDED ARE AS FOR FAIL URE AN D D MAKE NE CESSARY REPAIRS E AIRS AND RESEED IMMEDIATELY; (2) SEED SHOLI:.D BE SUPPLIED WITH ADEQUATE MOISTURE SUPPLY WATER AS NEEDED, ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER, OR ON ADVERSE SITES. WATER APPLICATION RATES SHOULD BE CONTROLLED TO PREVENT RUNOFF. INSUFFICIENT AMOUNTS OF WATER MAY BE MORE HARMFUL THAN NO WATER. CONTROL MEASURE: 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 COVERNNI. 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 TING SHOULD HAVE A MINIMUM THICKNESSIOF6 MIL AND I/EAMETHERE IET (QU;RE.ME�NTS OF TIC EWSDOT/APWA SECTION 9-145; (2) COVERING SHOULD BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10 FOOT GRID SPACING IN ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN FULL LENGTH AND THERE SHOULD BE AT LEAST A 10 — 24—INCH OVERLAP OF ALL SEAMS. SEAMS SHOULD THEN BE ROLLED AND STAKED OR TIED; (3) COVERING SHOULD BE INSTALLED IMMEDIATELY ON AREAS SEEDED DURING WINTER MONTHS. AND REMOVED AS SOON AS POSSIBLE ONCE VEGETATION IS WELL GROWN TO PREVENT BURNING THE VEGETATION THROUGH THE PLASTIC SHEETING, WHICH ACTS AS A GREENHOUSE; (4) WHEN COVERING IS USED ON UNSEEDED SLOPES, IT SHOULD BE LEFT IN PLACE UNTIL THE NEXT SEEDING PERIOD; (5) PLASTIC COVERING SHEETS SHOULD BE BURIED TWO FEET AT THE TOP OF SLOPES IN ORDER TO PREVENT SURFACE WATER FLOW BENEATH SHEETS. MAINTENANCE: PLASTIC COVERING MUST BE CHECKED OFTEN FOR RIPS AND PLACES WHERE THE PLASTIC MAY BE DISLODGED. CONTACT BETWEEN THE PLASTIC AND THE GROUND SHOULD ALWAYS BE MAINTAINED. ANY AIR BUBBLES FOUND SHOULD BE REMOVED IMMEDIATELY OR THE PLASTIC MAY RIP DURING THE NEXT WINDY PERIOD. RE —ANCHOR OR REPLACE AS NECESSARY. ••—SEE TABLE 3-2. THIS SHEET GRAPH[C SCALE ( IN FEET ) I inch = 20 fL TABLE 3-1 MULCH MATERIAL, APPLICATION RATES AND SPECIFICATIONS MULCH MATERIAL QUAULTY 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 LI LIGHTLY LY COVE RFROM UNDESIRABLE 2— 3 BALES (9 — 100 BALES) SURFACESEED dCOARSE ') MATERIAL WOOD FIBER DYED GREEN. 25-30 LBS, 1000-1500 LBS. 2' CELLULOSE NO GROWTH ORGANISM INHIBITING B NG FACTORS C ORS TABLE 3-2 TEMPORARY EROSION CONTROL SEED MIXTURE NAME PROPORTIONS BY PERCENT PERCENT WEIGHT PURITY GERMINATION R DT E OP AGROSTI S ALBS ( 10% 92% 9 OX ANNUAL RYE (LODUM 40X 98% 90% MULTIFODUM) CHEWINGS FESCUE (FESTUCA 40% 97% 80% REBRA COMMUTATA) JAMESTOWN, BANNER, SHADDOW OR KOKET WHITE DUTCH CLOVER 10% 96% 90% (TRIFODUM) Legend ❑— SILT FENCE, SEE DETAIL C1 WIN= m STRAW BALES, SEE DETAIL C - - - - - - - - - - - - - CLEARING LIMITS YARD DRAIN PROPOSED 120 GAL PROPANE TANK ASPHALT SURFACE Oct EXPIRES: JUNE 7, 2003 IDS SS W Vicinity Map NOTES: DRAINS TO PNCONSTRUCTED FROM ACOICWH AASM C14ULESS OTHERWISESHOWN ON THE PUNS OR NOTED IN THE SPECIFICATIONS, PROPOSED CULVERT m CUTOUT HOLE SIZE IS EQUAL TO OUTLET PIPE OUTSIDE DIAMETER PLUS YARD DR.VN WALL THICKNESS. ® CONNECTON TO OUTLET PIPE TO BE MORTARED AND SURFACE DRAINAGE MADE FLUSH WITH INSIDE OF THE YARD DRAIN WALL. ® CAST IRON BELL GRATE. FITS INTO BELL RECESS AND EXTENDS FLUSH WITH FACE OF SRI THE GRATE SHALL SLOTS y HOLES) THAT CONSTITUTE 50 PERCENT OPEN AREA FOR DRAINAGE, 8' DIA., PVC DRAIN PIPE (MININUM SLOPE LET BELL SURFACE SHALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSITION. - 1.0%) WASHED DRAIN ROCK. 6 INCHES MINIMUM DEPTH. PROPOSED SANITARY SEWER UNE ® VARIES 12 INCHES OR 18 INCHES. SPECIAL CAST YARD DRAIN MAY BE REQUIRED FOR MULTIPLE PIPE CONNECTIONS. PROPOSED WATER UNE YARD DRAIN IS NOT PERMITTED WITHIN THE RIGHT-OF-WAY. ELEVATION VIEW � YARD DRAIN CONNECTIONS -1 r)D7Inh1 A I S. Site Plan CLEARED AREA = 16,719 SQ. FT.+/ - IMPERVIOUS AREAS: DRIVEWAY - 1,168 SQ, FT. +/- EMERGENCY CONTACT PERSON BUILDING - 2,337 SQ. FT. +/— ROBB BAILEY TOTAL IMPERVIOUS AREA - 3,5 55 SQ, FT. +/— PHONE: 437-2101 C CLIENT MacLearnsberry Engineering, P.S. Port Ludlow Associates, LLC Civil Engineers o Planners Stormwater Site Plan (SWPPP) 159 Wyatt Way NE 134` briJge Island, WA 98110 of 68, Area 4, Port Ludlow No. 1 phone: (206) 842-5514 facsimile: (206) 780-2408 DRAWN BY MCM DAT1 October 18, 2006 JOB NO 26559 Ct1ECKED BY MCM SCALE 111=20' SHEET 1 OF 3 48 x A2 m