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HomeMy WebLinkAboutBLD2005-00437 BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD05-00437 Received Date 06/30/2005 SITE ADDRESS: 50 RESOLUTE LN Issue Date 08/3/2005 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: 51 PARCEL NUMBER: 990600251 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, ENTRY AND DECK(S) ALSO A/G 120 GAL PROPANE TANK CALL IN FOR THE REQUIRED INS ECTIQNS THAT APPLY TO YOUR PROJECT. SETBACKS: tJy< /27/5 UFFER: c'K 9,T/o Footing: eK• ski?/, 2" Foundation: 'X /4'!-�/e'ri'/�j Stormwater FINAL Approval: Underground Plumbing: Underground Insulation: Shear Wall : 1>5.5 SaZ•rifzwllt X. /03,s, Sheathing: Framing: Qf( /a/3%S j Plumbing: OK 'Oohs i/ Propane Tan / Lines: / Poop time D,r /�30105A �y Insulation: LIALLs bk 1/6/04 AIR -SEAL nK / ,So 05 Oo Sheetrock: Septic Sytem Final Approval (If not on sewer): Road Approach Final Approval: Zoning Final Approval: Final/Occupancy Approval: OK 41, C/o y//'/4, HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIR 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 SPECIAL CONDITIONS FOR CM t BLD05-00437 • 1.) STOCK PLAN: CUSTOM CONDITIONS STOCK PLAN FOUNDATION APPROVALS SHALL BE LIMITED TO THE PRESCRITIVE FOUNDATIONS REQUIREMENTS OF THE IRC/ R-404.1.4. FOUNDATIONS OUTSIDE THE SCOPE OF THIS SECTION SHALL BE DESIGNED AND ENGINEERED SITE SPECIFIC PER IBC. 2.) 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. 3.) A Revised Stormwater Site Plan has been submitted and approved on August 2, 2005 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. 4.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 5.) 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). 6.) Maximum lot coverage is not to exceed 45%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 7.) The building height is not to exceed 35 feet. 8.) Minimum setback from Resolute Lane right-of-way shall be 20 feet. Minimum side and rear yard setbacks shall be 5 feet. 9.) 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. 10.) 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. 11.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 12.) Per MPR Code Section 3.17, Accessory dwelling units (ADU's) shall not be allowed in the MPR-SF zone. 13.) APPLICANT AND/OR CONTRACTOR SHALL CONTACT JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT (DCD)AT 360-379-4457 TO SCHEDULE A SITE VISIT WITH THE PORT LUDLOW DRAINAGE DISTRICT, DEVELOPER/OWNER, AND DCD PRIOR TO ANY LAND DISTURBING ACTIVITY BUT AFTER FOUNDATION IS STAKED. I:\F_B LD_Perm it_Bu ildng.rpt 10/29/19 tILDING PERMIT APPLICATTN MRLA05 004413 Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD05-00437 Received Date: 6/30/2005 SITE ADDRESS: RESOLUTE 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: 51 PARCEL NUMBER: 990600251 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 05/02/2006 REPRESENTATIVE: PHONE: PROJECT DESCRIPTION NEW SFR W/ATTACHED GARAGE, ENTRY AND DECK(S) ALSO A/G 120 GAL PROPANE TANK TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,955 VALUATION 195,167.00 ADD'L: HEAT TYPE: HTP CODE EDITION: 2003 HEAT BASE: HEAT TYPE: PRO OCCUPANCY: R-3 UNHEATED: # OF STORIES: OCCUPANCY: CONST TYPE: 5N OTHER: 80 SHORELINE: CONST TYPE: GARAGE: 516 SETBACK: DECK: 250 BANK HEIGHT: SEWAGE DISPOSAL: SEW WATER SYSTEM: LUDLOW BEDROOMS: BATHROOMS: Exist: Exist: Prop: 2 Prop: 2 Total: 2 Total: 2 Routing Date: f p /6-0/c` ) ) Type Amount Paid By: Date: Receipt: Approved/Date Permit $1,531.35 KAS 06/30/05 76154 APPROVED State Building Code $4.50 KAS 06/30/05 76154 Potable Water Application $53.00 KAS 06/30/05 76154 AUG - 3 2005 Total: $1,588.85 County Planning g Department •Fese 11 A I ��goN oo�� JEFFERSON�M-y PL Z-W z -,�i ' DEPARTMENT 0 s + • ("/�-S/) UNI Y.DEVELOP 62 Sheridan Str e ,j� t_ nrt Tdwnsend Wa• 'n fo s 8368 360/379-4450 • 60/3 51 Fax + .54c/ )% ezooy- /B . zi Ne www.co.jeffersorywa.0 /co e e o ment 3� p2005 ?I or- /, Elev. .63 Master Permit Application I MLA: Project Description(include separate sheets as necessary): — J I /\ / vet?.. / -sitee- waaeI7-_ - ll•ra•e. Tax P. cel Number: 990 (a DO ZS/ Prope Size: /2,,2,5-Y - Site Address and/or Directions to Property: 1-0 t�S / y (�eres/square feet) Property Owner(s)of Record: L / 0 e' fe LLC C- e pr` 1 �p� /� 9���0� Telephone: (.%o) Y37-2/4 . .. kFac_ o)Y3�- 2S22 Mailing Address: 70 6r-ea&'� iam', "Pori /aw cyA email: 9�3GS Applicant/Agent(if different from owner): Telephone: Fax: Mailing Address: email: What kind of Permit?(Check each box that applies) fo/Building ❑ Permit ❑Variance(Minor,Major or Reasonable Economic Use) o Demolitione Family ❑ Conditional Use[C(a), C(d),or Cj** feGarage Family (Attached)Detached ❑ Discretionary"D"or Unnamed Use Classification ❑ Manufactured Home ❑ Special Use(Essential Public Facilities)** ❑Modular ❑ Boundary Line Adjustment ❑Commercial* ❑ Short Plat-- O Change of Use ❑ Binding Site Plan** dAddressRoad ❑ Long Plat** dPropane Approach ❑Planned Rural Residential Development(PRRD)/Arnendments** ❑Allowed"Yes"Use Consistency Analysis CI Plat Vacation/Alteration** ❑ Allowed aster Management ❑ Shoreline Master Program Exemption/Permit Revisions** ❑ Site Plan ❑Shoreline Management Substantial Development** ❑TemporarylanApproval Advance Determination(SPAAD)* ❑ Shoreline Management Variance ❑Comprehensive Plan/UDC/Land Use District Map Amendment O Wireless Telecommunication* ❑Jefferson County Shoreline Master Program Amendment ❑ Forest Practices Act/Release of Six-Year Moratorium *May require a Pre-Application Conference Please identify any other local,state or federal permits required for this proposals if known Conference I hereby designate DESIGNATION OF AGENT 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 attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit I further agree to provide access nd right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any req r I in Gtiq Access and ri t of entryto this property hours. + P perty shall be requested and shall occur ly du'ng regular business Signature: 1, / f _ Date: 7=t'e`-s The action or actions Applicant will undertake as a result of the issuance of this permitnegatively imact upon one or more threatened or endangered species and could lead to a potential"take"of an endangered species astho a terms are defined in the federal law known as the `Endangered Species Act"or"ESA"Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been Issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you are iance_with the Jefferson County development code.The and non-transferable si i'ty d ri o d complying with the ESA. TheAPptr acknowledges that 9n she or holds individual Signature: d Z Applicant haass read this d' a' ern signs and dates it below. .f Date: \PermitCenter\FORMS\DRD FORMS\Master Permit Application 7-8-04.doc • 1 C10/LL/LYJCJ:J 11. 1 30CJ3 f 74�1 Itrr l:U UI;U HAUL Ib5 ZULI `,. '•"' '•.vti� ruic1 utsto aJn AMUL,LA1'llp aAlli Y11.101.1T CENTER 4)005 OWNER BUILDER STAT1Ek! The signer of this statement does hereby ,1�J h- • certify that they are the Owners of the peK�AI refer hel ' -they memo Ze iap� taGonaatt e, ,'d ci -, badors�n4thet 8iQnahtrs: — ems: i f#NERAL CONTRACTOR OR MAr uFAGTUREd He INSTA1t ER: PHoN� .. __...___-_.-,..._ ...___F . '-') • :�at ' 1 a) SACS' es �LC (.moo) �i►!3 � /D/ (3io 1 L3 25Z • MAIMS ADDRESS: yiO E er 2. CONTFrACTOR'&LICENSE hG ^¢ � e� � �g EMAIL:NUMBER: A / 9493f5 WAINS ----7-711-tcri-O-1005" AR BER: r/EtiQ1AtE'Eft: top Z. 9?948 NUMBER - MIaI.iNo Ao01�sa. `5%a a17 2 006'-/3 - PHONE ( •) - PAX:( ) DT /, E"/cY. 4 EMAIL • .. . ......... .... ..... ... ... ...TT 1orellte: • a Ff Newe!Wood Existing: -a— f Sewage DlSpesal: o Addition © Steel ' Proposed: I Bank Sr Sewer ❑ Alteredon/Remodel ❑ Concrete Total: 2• Height a Community System 0Repair 0 Masonry Individual System ❑ Demolition 0 Other:_____ Bedr Sooms: EP PermitPxls(tng; f�' Setback: Water SuAMY7 Typo of FFl!9a��t; Proposed: _ 2_ __ C7 Private well ❑ Two Party Ce• .t-legn'opurx►A Total: 2 _ _ l�PubliQ Name of System; 414.l5 Z y this Is a Commercial Ptstut you mau nswer the following; _ Number of Parking Spaces: Current Proposed:._.__ Number of Numberof is Parking Spacs9;_ oc�oupan owners.tenertts,employees,eta) Current Proposed IBC Occupancy: IBC Type of construction: Witt you have Food Service? Yes I No If this Is a Propane Tank and/QrApnlIapcg jnstaftetlan Derm*t.mark all Items below that PPely: O Undergrol nd Tank 0/Above ground Tank Size of pane Tanis: /2 AOeaS. ` >� a Heat Stove ❑ Cook Stove ❑ Woodatove a Fireplace insert n Hot Water Tank 0 pellet Stove p Other When applying for a /M4�LQ Herne? Yea / Nopa sit to Install a propane,tank you most also submit a slue plan.showing all of the buildings,all properly Brunt,top nk location ae d+e in.distances from -w • to all property linos,buildings and sopffc system components, Square Footagr, . p,, zr �! v 4 _......_... -II i •i4 11i.Rifa'r 'RAJ'ySi,S;...t, .1.?`;vil"a ..... -- ;S,:r.,,i.. ,,,-; Current Proposed , t, i� 3 rr5 +:%A.. ,, ,,, 14`, : ,tiPN� 1 ,� 1 Main _ ?::,. .,rJ.":: , " 9;,. a' u' i;~,.ri il,:�y3,':k ,.;•'y, �.:.;'••:... ru Floor I '..1.,:pre.'v.4‘1,'''.l‘i',, 4..t.ii..i.,i,` 3 � pp k �ry i� 7i 1 t Idaa r W al S '.' � '� ifr vfh " 1 �r+4" hJ " F y iA�dtOQr : e'lp lyel iet s "i : ; • iv4 Mezzanine: 7/t *{ .iI Jt ,z; •,_ .� IiiitirsiGittp,! 3f:� I v x" �1 '•d'>��'•�Hem edBasement - , �5 4J r° 7'� i1LitBBttdd �� i•P;Gf,t.•'..'..: Unheated{�An—_—,� � t 1 ,!' �' � ti'r tl✓1. • }..."..�1j? Tr1l_;.. `I;� �a�sw'ttW' ' S..J ' ':rpm� : •",...:.�� I't rY�;�; 1,,: .i:;;a,��.•'.a` /y�, +,,,� '.,I ri3/,• 1 V a�•• A n._, :,tµ,O1Y1.Other Unheated A ✓i � ;i` y a'••p S;,:; :µ,+l Y t �;i "3 :4,:.*: . .1''j'.'n:...:.5�bl�,.i'nti 1q��ji','.�sbf31Y�. t /y �;;1;•,+ 1;• '�q:,y;,:,,' �^�,,�,,�,, ro' 8 o f 8 � }1 v v A. . .�>� 4.r'u•• •. ,';: ;`ti :Ii. rPort I yyi.,..,:::,:.)..;:.v,:."1:;.::.:.:=1,,:.Mjf; 'r .',�jl�y C '� ' •Y,�e:ys''S�.4 �r1':"'c::!.;n�, l+� Ad ..kJ .., .'1'.T•nf11i1�i1:15 �'V ll i�li•✓1�ir' 1�v'.i W,•\' a?•5•a . >� 1:; I 'IHj; '�°l'yy ar -'.:,�' :{r:yl:e ?,-: . '41� ' ,:� ' it 1x;''4?.:'i:•.'•.1' ,',"• '13.. 'Other -1�� � fLR yi•. '� '� �y)� 1�i. �•C f :�,r,;�'..';..�l;,i:'• .r� ,t'SI,;;• -- '} yPP��;3 f'rror, .•+"j{ .44 ± ) -1 l •...:.r•1.;.;, ..,,,..::'r.pz.;;s..,:` >ht37UY ►TEp COST( �UIRED) sb %:.4i.:wt••',, i"'t• '�`#t. ON': r '11 a .',;o:•„'..'.; t.- ' I r ys! j".pg,.,. rrnerkstNalu►orad abarartdmaterrialsfoundetk r�ji '' t� ► ' � "le" I �l�jt)i ia3 �'I` r ,':=i;•+ ; ^�: 40. -ate `: , ., - '�rlG:.lf.?e` '1 i?,rtr,:,�„;,-,0'A? IY \FORMS�D�W FORMS\M�oec Puiijt Application 7-8-o4-doc EROSION CONTROL NOTES THE FOLLOWING EROSION AND SEDIMENTATION CONTROL NOTES APPLY TO ALL CONSTRUCTION SITE ACTIVITIES AT ALL TIMES, UNLESS OTHERWISE SPECIFIED ON THESE PLANS: 1. THE OWNER AND HIS/HER CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES FOR PREVENTING SILT -LADEN RUNOFF FROM DISCHARGING FROM THE PROJECT SITE. FAILURE BY THE OWNER AND/OR CONTRACTOR CAN RESULT IN A FINE. THE DESIGNATED TEMPORARY CONTACT PERSON NOTED ON THIS PLAN MUST BE AVAILABLE FOR CONTACT BY TELEPHONE ON A 24 HOUR BASIS THROUGHOUT CONSTRUCTION AND UNTIL THE PROJECT HAS BEEN COMPLETED AND APPROVED BY THE COUNTY. 2. THE IMPLEMENTATION OF THIS SWPPP AND THE CONSTRUCTION, MAINTENANCE REPLACEMENT AND UPGRADING OF THIS SWPPP IS THE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR FROM THE BEGINNING OF CONSTRUCTION UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE COUNTY AN A D THE SITE IS STABILIZED. 3. PRIOR TO BEGINNING ANY WORK ON THE PROJECT I TE, 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 PU BLIC UBLIC ROADWAYS SHALL BE AVAILABLE AT ALL TIMES DURINGCONSTRUCTION. L 5. THE EROSION AND SEDIMENTATION CONTROL FACILITIES SHOWN ON THIS PLAN ARE TO BE CONSIDERED ADEQUATE A C REQUIREMENTS FOR THE Q TE B SI EW REMEN ANTICIPATED SITE CONDITIONS. DURING CONSTRUCTION,NATIONS DE 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-., 11 y2 z _n z 1 y2' X 5Y2 o FINISH GRADE 7 TV Z >i CRAWL SPACE �V���� 2' MIN. FOOTING DRAIN - 4' PERFORATED PIPE AROUND ENTIRE PERIMETER, WITH WASHED ROCK BACKF ILL DRAIN TO DAYLIGHT IN ROADSIDE DITCH TYPIC.;AL BUILDING/GRADE RELATIONSHIPS(@ N.T.S. 6,-0" 5' X 2" R 2" POSTS FIN ERTED 2 FEET GROUND OVER ENTIRE TRENCH SILT INTERCEPT SWALE MAY BE SUBSTITMTED FOR SILT FENCE �q^ WITH NATIVE MATERIAL. WHERE APPROPRIATE. SILT FENCE e li.�4P �B 0 STABILIZED CONSTRUCTION ENTRANCE e NO SCALE STRAW BALES AS REQUIRED NAVD88 NGS "JCIA" STAKE BALES TO MAINTAIN POSITION AS REQUIRED ( 2 STAKES / BALE ) V-0" MIN. FREEBOARD NO SCALE STRAW BALE SWAL + 4 (USE AS REQUIRED) c-1 STABILIZATION NOTES CONTROL MEASURE: STABILIZED CONSTRUCTION ENTRANCE PURPOSE: REDUCES THE AMOUNT OF DEBRIS TRANSPORTED ONTO PUBUC 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) SEE DETAIL 2-C-1, (2) STABILIZED CONSTRUCTION ENTRANCES SHOULD BE LOCATED WHEREVER VEHICLE ACCESS ROUTES INTERSECT PAVED RO ADS; (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. MINIMUM WIDTH SHOULD BE 20-FEET. ADDITIONAL SUBGRADE STABILIZATION SUCH AS A GEOTEXTILE MAT MAY BE REWIRED. R FABRIC SHOULD B INSTALLED I PROCEDURE: 1 A FILTER C FENCE S LD E ALLED DOWNHILL FROM THE CONSTRUCTION ENTRANCE TO INTERCEPT AND CONTAIN ANY SEDIMENT -LADEN RU NOFF FROM THE ENTRANCE OR FROM TIRE WASHING 2 IF THE ROCK PAD DOES NOT ADEQUATELY QU TELY 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 COV ERED WITH CRUSHED ROCK AND WAS WATER SHOULD DRAIN TO A SEDIMENT RETENTION FACILITY; (3) STREET CLEANING EQUIPMENT SHOULD BE AVAILABLE AS REWIRED. MAINTENANCE: (1) ENTRANCES MAY REQUIRE PERIODIC TOP DRESSING WITH 2-INCST ONE, E. A N TO PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC ROADWAYS; S NECESSARY E (2) IF ONTO A ROAD SURFACE THE ROADS SHALL SEDIMENT IS TRANSPORTED 0 ALL 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 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 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 STABILIZATION PRACTICES. (SEE BARE GROUND BMP'S) (2) SITE SHOULD BE SPRINKLED WITH WATER UNTIL SURFACE IS WET. REPEAT AS NEEDED. TO PREVENT CARRYOUT OF MUD ONTO STREET, REFER TO STABILIZED CONSTRUCTION ENTRANCE BMP IN THIS SECTION. (3) SPRAY EXPOSED SOIL AREAS WITH AN APPROPRIATE DUST PALLIATIVE. NOTE OIL IS PROHIBITED FOR USE AS A PALLIATIVE. CONTROL MEASURE: LIMIT CLEARING OF SITE. 7UH=.,SE: REDUCES LIKELIHOOD OF, OR EXTENT OF, TURBIDITY IN DOWNSTREAM STOkMWATER 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 POSSI6'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 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 MA'IEERIAL 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 8114DER 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 PL`,NTS AND ORNAMENTALS. USE WHERE SUBJECT TO FOOT TRAFFIC; (4) CORN STALKS: SHREDDED INTO 4" - B" LENGTHS, DECOMPOSES SLOWLY AND RESISTS WINDBLOW; (5) WOOD CKPS: CANNOT BE CLOSELY MOWED. DECOMPOSE SLOWLY AND DO NOT REQUIRE TACKING. DOES NOT' PROVIDE NITROGEN TO SEEDS UNLESS TREATED. TENDS TO WASH DOWN SLOPES SIEEPER THAN 6X; (6) BARK CHIPS/SHREDDED BARK: CANNOT BE CLOSELY MOWED. ADDITIONAL NITROGEN FOR SEEDS NOT REQUIRED. TENDS TO WASH DOWN SLOPES STEEPER THAN BX. 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 15 DAYS) UNLESS COVERED W TH 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 DOTES mowl).) 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 i 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 REWIRED). 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 SLOPE AND PREFERABLY TRACK WALKED UP SLOPE. TRACK 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 RTILIZERS SHOULD BE APPLIED AS RECOMMENDED BY SUPPLIERS, WHEN SEEDING 0 R 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 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. MAINTENANCE 1 INSPECT' EDED 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 APPUCATION RATES SHOULD BE CONTROLLED TO PREVENT RUNOFF. INSUFFICIENT AMOUNTS OF WATER MAY BE MORE HARMFUL THAN NO WATER. PURPOSE: PROVIDES IMMEDIAIE TEMPORARY EROSION PROTECTION TO SLOPES AND DISTURBED AREAS THAT CANNO'i 11E 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 MOTECT AGAINST HEAVY RAINS BUT ALSO PROVIDES WARMTH AND LIGHT TO PROMOTE GERMINAION AND GROWTH OF SEEDS. DESIGN CRITERIA/SPECFlCATIONS: (1) PLASTIC SHEETING SHOULD HAVE A MINIMUM THICKNESS OF 6 MIL AND MEET 114E 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 MA'0AUM 10 FOOT GRID SPACING IN ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED CK)WN FULL LENGTH AND THERE SHOULD BE AT LEAST A 10 - 24-INCH OVERLAP OF ALL SEMIS, SEAMS SHOULD THEN BE ROLLED AND STAKED OR TIED; (3) COVERING SHOULD BE INSI'f1LED 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 COVIRING 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 I---------- I 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 LIGHTLY COVER FROM UNDESIRABLE 2-3 BALES (90-100 BALES) ENTIRE SURFACE SEED do COARSE (MIN. 2") MATERIAL WOOD FIBER DYED GREEN. 25-30 LBS. 1000--1500 LES. 2' CELLULOSE NO GROWTH ORGANISM INHIBITING FACTORS TABLE 3-2 TEMPORARY EROSION CONTROL SEED MIXTURE NAME PROPORTIONS BY PERCENT PERCENT WEIGHT PURITY GERMINATION REDTOP AGROSTIS ALBE 10% 9 2X BOX ANNUAL RYE LOLIUM 40X 98X 90X MULTIFODUM)( CHEWINGS FESCUE (FESTUCA 4OX 97X SOX REBRA COMMUTATA JAMESTOWN, BANNER, SHADDOW OR KOKET WHITE DUTCH CLOVER 10X 98X 90X (TRIFQIJUM) Legend PROPOSED CULVERT — — — — — — —+ SURFACE DRAINAGE CIS DOWNSPOUTS TO ROADSIDE DITCH IN 6` DIA., PVC PIPE SILT FENCE, SEE DETAIL C STRAW BALES, SEE DETAIL C e ---------------- CLEARING UMITS ASPHALT SURFACE CONCRETE SURFACE $$ PROPOSED SANITARY SEWER LINE W PROPOSED WATER LINE © PROPOSED 120 GAL PROPANE TANK ------------- 5 C-1 c •o 1 A A •a'a e / n °' 'o C Q� V ' • 0 "N . / L- 00 '1' � If .�L0/ M � %11 CL `L i APPROVED STORMWATER PLAN OEPT. OF vIBM spa doo 00 NOTES: \ YARD DRAINS TO BE CONSTRUCTED FROM CONCRETE PIPE, StiORSIWate S \ IN ACCORDANCE WITH ASIM C 14 UNLESS OTHERWISE SHOWN ON THE PLANS OR NOTED IN THE SPECIFICATIONS. RggUlfE:d CUTOUT HOLE SIZE IS EQUAL TO OUTLET PIPE OUTSIDE PLAN VIEW DIAMETER PLUS YARD DRAIN WALL THICKNESS. �roPIOF TO BDAID MADE FLUSH WITH INSIDE THE YARD DRAIN L GIST IRON BELL GRATE. FITS INTO BELL RECESS AND EXTENDS (F(LUSH )WITH FACE OF BEU. THE GRATE SHALL NAVE SLOTS MNLET BELL SURFACE 5HNJ CONSTITUTE BE FINISHEDENT OPEN TO ASSURE�NON NON -ROCKING FIT WITH ANY COVER POSITION. WASHED DRAIN ROCK. 6 INCHES MINIMUM DEPTH. ® VARIES 12 INCHES OR 18 INCHES. SPECIAL CAST YARD DRAIN MAY BE REQUIRED FOR MULTIPLE PIPE CONNECTIONS. YARD DRAIN IS NOT PERMITTED WITHIN THE RIQHT-OF-WAY. ELEVATION VIEW YARD DRAIN CONNECTIONS N.T.B. EMERGENCY CONTACT PERSON JEFF EVANGER PHONE 1-360-437-2101 37� LL _ yu/ 4 81_ Ti9 t Line From Curtai -------- so Dmin�to Roadside Itch W -------------- ---- 80 _—� BD -------------- ° � __-------- o -- • • — 8 DS ° �_ 8D - ° Site Plan GRAPHIC SCALE 5 10 20 ( IN FEET ) 1 inch = 10 iL CLEARED AREA - 12,254 SQ.FT. IMPERVIOUS A A - 3.317 SQ. FT. EXPIRES: JUNE 7, 2006 V=U - VOLT Z1, ZUUQ - MLM eo O 1113 - ------- 0 w C ol� 11 CLIENT Port lv�d low Associates MacLearnsberry Engineering, P.S. Civil li.#&eers o Planners Stormwater Site Plan (SWPPP) 159 Wyatt Way P+TE 13L4pl ' $e ITdand, WA 98110 Lot 51 Resolute Lane hone: 206 842=55191 `� ' BimilB 206) 780-2408 DRAWN BY DATE JOB NO P ( ) n ( MCM July 27, 2005 25510 r� CHECIG BY MCM SCALE 1"=10' ISHEET 1 OF 2