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HomeMy WebLinkAboutBLD2006-00483 �, MLA06-00472 Elk LDING PERMIT APPLICATI Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD06-00483 Received Date: 8/18/2006 SITE ADDRESS: 'SS\ 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 SUBDIVISION: Block: Lot: PARCEL NUMBER: 990400467 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: 2,526 VALUATION 277,000.00 ADD'L: HEAT TYPE PRO CODE EDITION: 2003 HEAT BASE: HEAT TYPE: HTP OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N SHORELINE: GARAGE: 632 CONST TYPE: SETBACK: DECK: 196 BANK HEIGHT: SEWAGE DISPOSAL: SEW WATER SYSTEM: LUDLOW BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 2 Prop: 3 Total: 2 Total: -- Routing Date: Type Amount Paid Bv: Date: Receipt: Approved/Date Permit $1,984.95 LYK 08/18/06 81443 Plan Check $1,290.22 LYK 08/18/06 81443 State Building Code $4.50 LYK 08/18/06 81443 Potable Water Application $55.00 LYK 08/18/06 81443 Total: $3,334.67 • • C... .. 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'I��-, �(� y Ai ►C 621 Sheridan Street• Part Townsend • Washington�9t�3�8 �Vie Tr) 360/379-4450 • 360/379-4451 Fax yS, p� www,cojefferson.wa.us/commdevelopment 81N I Master Permit Application MLA: (_Z/'7( ' Project Description(include separate sheets as necessary): 1 j ri�" i r A/� s% e i' #i /y res/delxe- w/a ac%ed '" ra e• ' Tax Parcel ✓ PropeR ' _ Number: '7 9'b/00'S/ 7 Size: /y/ y 9'0 (acre square fe-e—t;) Site Address and/or Directions to Property: ?J�///"Rctinr'c,- Lane. , ?oar-{— Lvd low 2v,g 4$ s 3(o Property Owner(s)of Record: art ha/Dw ASSOCiaetoSS LLC Telephone: 6340) Y37-2/0 / ,Fax: ( 0)y„ - 2522 email: Mailing Address: 70 13rea,#er Zame, 4,.-e ,d l0l4), am 903 GS Applicant/Agent(if different from owner): it//d Telephone: Fax: email: Mailing Address: What kind of Permit?(Check each box that applies) iebuilding ❑Variance(Minor,Major or Reasonable Economic Use) O Demolition Permit ❑ Conditional Use[C(a), C(d),or C]** [Single Family ❑ Discretionary"D"or Unnamed Use Classification 'Garage((Attached)Detached [] Special Use(Essential Public Facilities)** ❑Manufactured Home ❑ Boundary Line Adjustment ❑Modular ❑ Short Plat** ❑Commercial* ❑ Binding Site Plan** ❑Change of Use ❑ Long Plat** ❑Address ❑ Road Approach ❑ Planned Rural Residential Development(PRRD)/Amendments** of Propane t 20 3 et?ion ❑ Plat Vacation/Alteration** El Allowed"Yes"Use Consistency Analysis El Shoreline Master Program Exemption/Permit Revisions** ❑Stormwater Management 0 Shoreline Management Substantial Development** ❑ Site Plan Approval Advance Determination(SPAAD)* G Shoreline Management Variance ❑Temporary Use ❑ Comprehensive Plan/UDC/Land Use District Map Amendment ❑Wireless Telecommunication* 0 Jefferson County Shoreline Master Program Amendment ❑ Forest Practices Act/Release of Six-Year Moratorium *May require a Pre—Application Conference **Requires a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal, if known: /� ESIGN ION OF AGENT ::::::: matters relating to ' ap' n for permit(s). .e/ el i Date: By signing this application form,the owner/agent attests that 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 a old harmless Jefferson County against all liabilities,judgments,court costs,reasonable attomey's fees and expenses which may in way against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to pr e a a right of o Jefferson County and its employees,representatives or agents for the sole purpose of application review and any r I 'n coons. ss and ri t ntry to this property shall be requested and shall only ring regular business hours. /`� Signature: Date: v The a 'on or actions Applicant will undertake as a resu 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"ES "Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued wi of at a ES y individ ,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you a li with efferson my vlopment code.The Applicant acknowledges that he,she or it holds individual and non-transfers ib'' for ad and ' g with the ESA. The Applicant has read this disc ime n si �(s and dates it below. Signature: Date: 6,6 G:\Penn enter\FORMS\DRD FORMS\Master Permit A ation 7-8-04.doc • OWNER BUILDER STATEMENT The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they wiIte zsuoing a Tully of the General Contractor forihe proposed project. Signature: Date: GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: /ore Lud% o Associartc LGC (3k0 ) y3?-.3/O/ (330 ) V37 252a MAILING ADDRESS: 70 b?a4'er La,,e,Apt zad4w coe EMAIL: CONTRACTOR'S LICENSE 9834,5 WAINS NUMBER: Aie.7[,,c,L 99948 NUMBER ARCHITECT/ENGINEER: PHONE ( ) FAX:( ) MAILING ADDRESS: EMAIL Project Type: 'frame Type: Bathrooms: ' Shoreline: Type of Sewage Disposal: V New ie Wood Existing: -6- %i'Sewer ❑ Addition ❑ Steel Proposed: 3 Bank o Community System ❑ Alteration/Remodel ❑ Concrete Total: 3 Height: ❑ Individual System ❑ Repair ❑ Masonry SEP Permit# El Demolition ❑ Other: Bedrooms: Water Supply: Existing: - Setback: ❑ Private well ❑ Two Party Type of Heat: Proposed: a VPublic k f FciM P Total: a Name of System: OW S T If this Is a Commercial Prolect 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 VI Above ground Tank Size of Propane Tank: I ZO Sct II 06 ❑ Heat Stove 0 Cook Stove 0 Woodstove A'Fireplace Insert ❑ Hot Water Tank ❑ Pellet Stove ❑ Other Is this appliance being installed in a Manufactured I Mobile Home? Yes /�lo When applying for a permit to Install a propane tank you must also submit a site plan showing all of the buildings,all property lines,tank location and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. (k 9NFtt r' ;TOW" t'�'R n J 4y 1.'r vK. R' P $ uare Foota @ t � . ti v� �y .� ' ,,,, . a j �t..7 .1 i'' r� �fst Current Proposed aim a k -x v m 4 rt , r w'sy ,, ., .+.3'i. 7:� ,.,F py X E t .aL -n_[..i1�Yr. •.*]' r. S..LiuG 3¢. Main Floor ^,_ C�!,n'A:i l a CNu tyP Yo ! 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SShxk 7n ! ✓ �` Aj�� .'a .. ,..,,..+.:5..',.fJ 4ti:4,-**t* %.,Ts..'_%S TY ,,,ieik. ::'rF'° .':a Si• „ `mot G:\PermitCenter\FORMS\DRD FORMS\Master Permit Application 7-8-04.doc z I- Li - ••, ......1 � „ _A til a = p � _ _5 4-14'-47 1 I 8O.44=10 1 II v 1 ILIA tr. w � 0 ` II 1 ON 4 Pe / 1 A K Q } — 01I- X iYw 1-1-1Z o ill kr) } U o N 0_ W II O IQ o r W ? I ° , ki) , i X 0 ryl I 0O L /6 0 ce 1 al o m y O m 1 IA a_Z0�im br / (I ._ I 0 e. w�l II/II I � I QiZ I I 1 -71 alit ,___ I r J-z I - 1 F- I 0161- / / m (N Z r- --d-) ,\-- ,_,,,_ oIQZ I�, ' 1� — no oi .,,o _ / RI Ir I � I O-Wz 0 0 -.0 ti LU SA Q` 4 z w L O 11-1• .. ii ;.-•/- I z .a,4 e_e/ N •og 2 _I I 0 � _________________ 0 STF EROSION CONTROL NOTES STABILIZATION NOTES THE FOLLOWING EROSION AND SEDIMENTATION CONTROL NOTES APPLY TO ALL CONTROL MEASURE: STABILIZED CONSTRUCTION ENTRANCE. CONSTRUCTION SITE ACTIVITIES AT ALL TIMES, UNLESS OTHERWISE SPECIFIED ON THESE PLANS: PURPOSE: REDUCES THE AMOUNT OF DEBRIS TRANSPORTED ONTO PUBLIC ROADS FROM 1. THE OWNER AND HIS/HER CONTRACTOR SHALL BE RESPONSIBLE AT ALL CONSTRUCTION EQUIPMENT BY ACTION OF VEHICLE FIRES TRAVELING OVER GRAVEL PAD TIMES FOR PREVENTING SILT -LADEN RUNOFF FROM DISCHARGING FROM REMOVING MOST MUD AND DEBRIS FROM TIRES. THE PROJECT I EC SITE. FAILURE BY THE OWNER AND/OR CONTRACTOR CAN RESULT IN A FINE. THE DESIGNATED TEMPORARY CONTACT PERSON DESIGN CRITERIA/SPECIFl CATIONS: NOTED ON THIS PLAN MUST BE AVAILABLE FOR B 0 CONTACT BY TELEPHONE ON A 24 HOUR BASIS THROUGHOUT CONSTRUCTION AND UNTIL THE DESIGN: 1 - SEE DETAIL 2-C 1STABILIZED () (2) CONSTRUCTION ENTRANCES PROJECT HAS BEEN COMP COMPLETED AND APPROVED BY THE COUNTY. SHOULD BE LOCAT ED TED WHEREVER VEHICLE A ACCESS ROUTES INTERSECT PA ROADS; PAVED 0 DS, (3) MATERIAL SHOULD BE QUARRY SPALLS, 4• - 8" SI?E; (4) THE ROCK PAD SHOULD BE AT EAST 2. THE IMPLEMENTATION OF THIS SWPPP AND THE CONSTRUCTION, 12-INCHES THICK AND 100 FEET IN LENGTH. LENGTH MAY BE REDUCED TO 50-FEET FOR SITES MAINTENANCE, REPLACEMENT AND UPGRADING OF THIS SWPPP WITH MINOR GRADING (LESS THAN 1 ACRE OF EXPOSED SOIL); (5) WIDTH SHOULD BE THE FULL IS THE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR FROM THE WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA MINIMUM WIDTH SHOULD BE 20-FEET. BEGINNING OF CONSTRUCTION UNTIL ALL CONSTRUCTION IS COMPLETED ADDITIONAL SUBGRADE STABILIZATION SUCH AS A CEOTEXTILE MAT MAY BE REQUIRED. AND APPROVED BY THE COUNTY AND THE SITE IS STABILIZED. 3. PRIOR TO BEGINNING ANY WORK ON THE PROJECT SITE, A PRE- PROCEDURE: (1) A FILTER FABRIC FENCE SHOULD BE INSTALLED DOWNHILL FROM THE CONSTRUCTIONCONFERENCE0 MUST BE HE D AN A L D SHALL BE ATTENDED BYU CONSTRUCTION ENTRANCE E VICE TO INTERCEPT ANSEDIMENT-LADEN D CONTAIN ANY RUNOFF OFF FROM THETHE GENERAL CONTRACTOR, C OR THE BOLDING INSPECTOR, R REPRESENTATIVES EC 0 RE ESE VES ENTRANCE OR FROM R M TIRE WASHING; 2 IF 1H R E ROCK PAD DOES NOT ADEQUATELY DEQU TELY FROM AFFECTED UTILITIES, AND A REPRESENTATIVE OF THE COUNTY. REMOVE THE MUD FROM VEHICLE WHEELS, THE WHEELS SHOULD BE HOSED OFF BEFORE THE 4. ANY ROCKED CONSTRUCTION ENTRANCES SHOWN ON THIS PLAN SHALL BE VEHICLE ENTERS A PAVED STREET. THE WASHING SHOULD BE DONE ON AN AREA COVERED INSTALLED PRIOR TO BEGINNING CONSTRUCTION. IN ADDITION, WITH CRUSHED ROCK AND WAS WATER SHOULD DRAIN TO A SEDIMENT RETENTION FACILITY; (3) STREET CLEANING EQUIPMENT FOR THECLEANING CLE N NG OF PUBLIC ROADWAYSA SHALL BE EQUIPMENT SHOULD BE AVAILABLE AS REQUIRED. AVAILABLE AT ALL TIMES DURING CONSTRUCTION. MAINTENANCE: (1) ENTRANCES MAY REQUIRE PERIODIC TOP DRESSING WITH 2-INCH STONE, 5. THE EROSION ANDSEDIMENTATION CONTROL FACILITIES C L TIES SHOWN ON THIS A N S NECESSARY TO PREVENT TRACKING VE OR FLOW OF MUD ONTO 0 PUBLIC ROADWAYS; 2 IF () PLAN ARE TO BE CONSIDERED ADEQUATE BASIC REQUIREMENTS FOR THE SEDIMENT ISTRANSPORTED ONTO A ROAD SURFACE, THE ROADS SHALL BE CLEANED ANTICIPATED SITE CONDITIONS. CO D TIONS. DURING CONSTRUCTION, DEVIATIONS THOROUGHLY AS A MINIMUM AT THE END Of EACH DAY. SEDIMENT SHOULD BE REMOVED FROM THIS PLAN MAY BE NECESSARY IN ORDER TO MAINTAIN WATER FROM ROADS BY SHOVELING OR SWEEPING. STREET WASHING SHOULD TAKE PLACE ONLY QUALITY. MINOR DEPARTURES FROM THIS PLAN ARE PERMITTED AFTER SEDIMENT HAS BEEN REMOVED AS DESCRIBED ABOVE; (3) ANY ROCK SPALLS THAT SUBJECT TO THE APPROVAL OF THE COUNTY INSPECTOR. HOWEVER, ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED EXCEPT FOR EMERGENCY SITUATIONS, ALL OTHER DEVIATIONS FROM IMMEDIATELY. 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 CONTROL MEASURE: CONSTRUCTION ROAD STABILIZATION. INSPECTED BY THE OWNER AND/OR CONTRACTOR ON A FREQUENT BASIS AND IMMEDIATELY AFTER EACH RAINFALL, AND MAINTAINED AS PURPOSE: TEMPORARILY STABILIZES ROADS, PARKING AREAS, AND ON -SITE TRANSPORTATION NECESSARY TO INSURE THEIR CONTINUED FUNCTIONING. ALL SEDIMENT ROUTES WITH STONE IMMEDIATELY AFTER GRADING, REDUCES EROSION CAUSED BY MUST BE REMOVED FROM SILT FENCES, STRAW BALES, SEDIMENT PONDS, CONSTRUCTION TRAFFIC OR RUNOFF, ETC. PRIOR TO THE SEDIMENT REACHING 1/2 ITS MAXIMUM POTENTIAL DEPTH. DESIGN CRITERIA/SPECIFICATIONS: 7. AT NO TIME SHALL CONCRETE, CONCRETE BY-PRODUCTS, VEHICLE FLUIDS, PAINT, CHEMICALS, OR OTHER POLLUTING MATTER DESIGN: (1) PROVIDE ROCK STABILIZATION WHEREVER THERE IS THE POTENTIAL FOR PERMITTED TO DISCHARGE TO THE TEMPORARY OR PERMANENT DRAINAGE EROSION OF TEMPORARY CONSTRUCTION ROUTES BY CONSTRUCTION TRAFFIC DURING WET SYSTEM, OR TO DISCHARGE FROM THE PROJECT SITE. WEATHER; (2) ROCK STABILIZATION MAY BE UNNECESSARY WHERE SOILS ON SITE ARE B. ALL WORK SHALL BE DONE ACCORDING TO BEST MANAGEMENT GRAVELLY, (3) A 6-INCH DEPTH OF 2" - 4" CRUSHED ROCK, GRAVEL BASE, OR CRUSHED PRACTICES AS DEFINED IN THE DOE STORM WATER MANAGEMENT MANUAL SURFACING BASE COURSE SHALL BE APPLIED IMMEDIATELY AFTER GRADING OR THE FOR THE PUGET SOUND BASIN. 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 FINISH FLOOR SIDING CONSTRUCTION TRAFFIC; ONE FOR USE IN DRY CONDITION, THE OTHER FOR WET CONDITIONS WHICH INCORPORATES THE MEASURE LISTED BELOW; (2) TEMPORARY ROADS SHOULD 11Y2" FOLLOW THE CONTOUR OF THE NATURAL TERRAIN TO THE EXTENT POSSIBLE. SLOPE SHOULD i 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 1 Y2" X SY2" ENTERING THE STORM SYSTEM (SEE BMP'S ON FILTER INLET BARRIERS). ' FINISH GRADE MAINTENANCE: INSPECT STABILIZED AREAS REGULARLY, ESPECIALLY AFTER LARGE STORM EVENTS. ADD CRUSHED ROCK IF NECESSARY AND RE -STABILIZE ANY AREAS FOUND TO BE g -0 3 ERODING. •,0l"� vv N e n J 0 �v F��F 0 O FT P �)q C i CONTROL MEASURE: DUST CONTROL. CRAWL SPACE c) f3 `J PURPOSE: PREVENTS SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES. 77 DESIGN CRITERIA/SPECIFICATIONS: (1) MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH FOOTING DRAIN - 4" PERFORATED PIPE AROUND USE OF TEMPORARY GROUND COVER AND OTHER TEMPORARY STABILIZATION PRACTICES. (SEE ENTIRE PERIMETER, WITH WASHED ROCK BACKFILL BARE GROUND BMP'S) (2) SITE SHOULD BE SPRINKLED WITH WATER UNTIL SURFACE IS WET. DRAIN TO INFILTRATION/DISPERSAL TRENCH. REPEAT AS NEEDED. TO PREVENT CARRYOUT OF MUD ONTO STREET, REFER TO STABILIZED CONSTRUCTION ENTRANCE BMP INTHIS T PRAY EXOSD SOIL AREA WITH AN SFOR TYPICAL BUILDING/GRADE RELATIONSHIPS APPROPRIATE DUST PAWATIVE.NOTE: OILIS PROHIBITEDS USEPASEA PALLIATIVES 1 N.T.S. C-1 " X 2" X 1" POSTS J INSERTED 2 FEET INTO GROUND FH.TER FABRIC-J WIRE ME POSITION FILTER FABRIC NOTE: 8 OVER ENTDIE TRENCH C SILT INTERCEPT SWALE MAY BE PERIMETER AND BACKFILL SUBSTITUTED FOR SILT FENCE 1" WITH NATIVE MATERIAL. WHERE APPROPRIATE. ON THE UPSLOPE SIDE SILT FENCE OF THE FABRIC. 2 C-1 // _n<>�S Rpp9 s4kf9 - �e e1101, o ' R= 25' MIN. I `" \ F 12" MIN. 8 /\ 4" - 8" QUARRY SPALLS 15 IRON' PROVIDE FULL WIDTH OF� INGRESS/EGRESS AREA STABILIZED CONSTRUCTION ENTRANCE NO SCALE STRAW BALE SWALE 3 (USE AS REQUIRED) NO SCALE C 1 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 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 HC (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 CRITICA_ 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 WHERE SUBJECT TO FOOT TRAFFIC; (4) CORN STALKS: SHREDDED INTO 4" - 6" LENGTHS, DECOMPOSES SLOWLY AND RESISTS WINOBLOW; (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. ADDITIONAL NITROGEN FOR SEEDS NOT REQUIRED. FENDS TO WASH DOWN SLOPES STEEPER THAN 6%. AVOID TILLING BARK OR SAWDUST INTO SOIL, AS IT TENDS TO REMOVE NITROGEN FROM SOIL, RELEASING IT ONLY MEN 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 (CONTDj 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 SPECIFl ATl 1 A C ON SEEDING CAN BE DONE DURING THE PERIOD OF MARCH 1 THROUGH SEPTEMBER 30 (F )PLANTED BETWEEN MAY 15 AND AUGUST 15 IRRIGATION MAY BE REQUIRED). SEEDING CAN SOMETIMES ALSO BE DONE SUCCESSFULLY DURING THE REMAINDER OF THE YEAR, OCTOBER 1 THROUGH FEBRUARY 29, PROVIDED THAT THE SEED BED IS IMMEDIATELY STABILIZED BY MULCHING, NET/MATS OR PLASTIC SHEETING; (2) SITE 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 ANGLES TO THE SLOP PREFERABLY E AND EFE,ABLY TRACK WALKED UP SLOPE. TRACK WALKING L G IS DRIVING A CRAWLER TRACTOR WI_EUP AND DOWN THE SLOPE LEAVING A PATTERN OF CLEAT IMPRINTS PARALLELT 0 THE SLOPE CONTOURS; (3) HYDROSEEDING APPLICATIONS WITH 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. IN Q ES STEAD USE MULCH TO ASSIST IN NOURISHINGI PROJECT I SOIL OJEC SITES ADJACENT TO BODIES OF WA - TER MIST USE NON PHOSPHORUS FERTILIZER; (5) APPLY AN L APPROPRIATE SEED MIXTURE TU E TO THE PREPARED SEED BED AT A RATE 0 20 F 1 LBS. PER ACRE. E _ TABLE 3 2.. GIVES RECOMMENDED TEMPORARY EROSION CONTROL SEED MIXTURE. MAINTENANCE: (1) INSPECT SEEDED AREAS FOR FAILURE AND MAKE NECESSARY REPAIRS AND RESEED IMMEDIATELY; (2) SEED SHOULD 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 BI_ 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/SPECIFl CATIONS: (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 MAXIMJM 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 COVERINC: 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 I l I �C0 / m A, " wq m ( 1 a Site Plan GRAPHIC SCALE ( IN FEET ) 1 inch = 20 It. TABLE 3-1 MULCH MATERIAL, APPLICATION RATES AND SPECIFICATIONS MULCH MATERIAL QUALILTY 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 -1 75 00 LBS. 1.5 - 2.5 TONS UGH Y R TL COVE FROM UNDESIRABLE - 2 3 BALES 90-100 BALES ENTIRE E E SURFACE SEED h 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 E CENT PERCENT WEIGHT PURITY GERMINATION REDTOP AGROSTIS ALBE 1 0% 92% 90% ANNUAL RYE (LOLIUMI 40% 98% 90% MULTIFOLIUM) CHEWINGS FESCUE (FESTUCA 40% 97% 80% REBRA COMMUTATA) JAMESTOWN, BANNER, SHADDOW OR KOKET WHITE DUTCH CLOVER 10% 96% 90% (TRIFOLIUM) Legend 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. - - SURFACE DRAINAGE G CUTOUT HOLE SIZE IS EQUAL TO OUTLET PIPE OUTSIDE PLAN VIEW DIAMETER PLUS YARD DRAIN WALL THICKNESS. DS DOWN SPOUTS TO CATCH BASIN (3 CONNECTION TOOUTLET PIPE TO BE MORTARED AND 4 IN 6" DIA., PVC PIPE MADE FLUSH H INSIDE OF THE YARD DRAIN WALL. WI WITH FINISHED G (MIN. SLOPE = 0.0500) ® CAST IRON BELL GRATE. FITS INTO BELL RECESS AND EXTENDS � FACE OF BELL THE GRATE SHALL HAVE SLOTS 1 - e a SILT FENCE, SEE DETAIL C1 (F(LUSH ))WITH AREA F TE 50 FlNSHEDENT DTONASS BELL SHALL = STHATURFACCONES NON-ROR OCKING INWLL BE RE FIT WITH ANY COVER POSTION. Q ---------------- CLEARING LIMITS ® WASHED DRAIN ROCK. 6 INCHES MINIMUM DEPTH. • 1n T I - ® VARIES 12 INCHES OR 18 INCHES. _ ® ASPHALT SURFACE SPECIAL CAST YARD DRAIN MAY BE REQUIRED FOR MULTIPLE PIPE CONNECTIONS. I I CONCRETE SURFACE YARD DRAIN IS NOT PERMITTED WITHIN THE RIGHT-OF-WAY. 5 ELEVATION VIEW SS PROPOSED SANITARY SEWER LINE YARD DRAIN CONNECTIONS s W PROPOSED WATER LINE •1 N.T.S. © PROPOSED 120 GAL. PROPANE TANK EMERGENCY CONTACT PERSON ROB BAILEY PHONE: 1-360-437-2101 U �qp1\ �I � � n o 322 i 72o :S I 1 3arage 'lab = 326.0', r� � •,i i \ a� Proposed Residence ` DS \ ' FF=323.0' A Footing Drain= 316 5' �� \ \\ Cj ADS sad a DS / _ / - CLEARED J�REA = 11,600 SQ. FT. IMPERVIOUS AREA ; HOUSE = 3,460 SE DRIVEWAY - 11365 SF +/ �,_ OCL[4,vl,_ EXPIRES: JUNE 7, 2008 f3 1• VENT HOL NOT OONNEC PVC FA II`t ADAPTOR OR PPE JO NT PVC PIPE AC COLLAR OIL/WATER SEPARATOR •1 TYPE 30 CATCH BASIN N.T. NOTES:THIS TRENCH SHALL BE CONSTRUCTED 50 AS ft1 PREVENT POINT DISCHARGE AND/OR EROSION. I I, P11PE O.D. TRENCH AND GRADE BOARD ' MUST LEVEL AUGN TO ASS END GIP OR PLUG FOLLOWECONTOURS OF SITE GRADE BOARD SUPPORT POST CLEAR OUT WYE FROM PIPE SPACING AS REQUIRED BY SOIL LBPERFORATEDPVC PIPE CONDITIONS. AIDISPERSAL TRENCH TO BE USED — — —� I ONLY WHERE DOWNHILL AREA N TYPE I CATCH BASIN IS APPROPRIATE TO RECEIVE 320 N A A W/SOLID COVER (LOCKING) FLOW SOILS ENGINEER.DEIVIED BY i �' ❑ =d-- INFLUENT PIPE >> PAPA)( DESIGN % PER TRENCH 3 CLEAN OUR WYE / FROM PIPE �— V 0 BOARD PLAN ad � � TYPE I CB WITH SOLID COVER FLOW TO OTHER BRANCHING CB'S AS NECESSARY ' 2 X 12 RESSURE- 1 -0• PIPE 1'-0. 0*- CATCH BASINS NOT REQUIRED IN TREATED GRADE BOARD O.D. /q0'!< SEGMENTS ALONG DRIVEWAY. I I I 2% I -j• A CLEAN ($ S1f FINES) O H GALVANIZED 3/4" - 1 1/2 WASHED DRAIN ROCK (� BOLTS 8" PERFORATED PVC PIPE I O LAID T WITH HOLES UP (EXCEPTONN 2x4 HOLE ON BOTTEIA, EACH END) SSUUPPPORT(p T) FILTER FABRIC (2 SIDES AND BOTTOM) I e" MIN. SECTION A -A I I (A1JGN TRENCH PARALLEL WITH CONTOUR) 7 INFILTRATION DISPERSAL TRENCH .1 N.T.S. CLIENT Port Ludlow Associates MacLearnsberry Engineering, P.S. Civil Engineers D Planners Stormwater Site Plan (SWPPP) 159 Wyatt Way NE Bainbridge Island, WA 98110 Lot 71, Rainier Lane phone: (206) 842.5514 IaCSin ilk: (206) 780-2408 DRAWN B=AH ATE July 12, 2006 ND 26540 CHECKED BY SCALE n SHEET ARCM 1 =20 1 of 1