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HomeMy WebLinkAboutBLD2004-00444r ' lkUILDING PERMIT APPLICAI'JN MLA04-00395 Review Type:I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD04-00444 Received Date: 6/30/2004 SITE ADDRESS: t-L\1 PIONEER DR PORT LUDLOW, 98365 OWNER: PORT LUDLOW ASSOCIATES LLC PHONE: (360)437-2101 70 BREAKER LN PORT LUDLOW WA 98365-9766 SUBDIVISION: PORT LUDLOW NO. 2 AREA 3 Block: Lot: 88 PARCEL NUMBER: 990600388 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 DESCRIPTION NEW SFR W/ATTACHED GARAGE ALSO 120 GAL AG PROPANE TANK TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,818 VALUATION 239,106.00 ADD'L: 719 HEAT TYPE: HTP CODE EDITION: 1997 HEAT BASE: HEAT TYPE: PRO OCCUPANCY: R-3 UNHEATED: #OF STORIES: 2 OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: 497 SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: SEW WATER SYSTEM: LUDLOW PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: 3 Prop: 2 Seismic Streams Total: 3 Total: 2 Flood Way Floodplain Routing Date: "ii:3 ' F&W Landslide JShoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: A PPrR /D V E Permit $1,777.75 KAS 06/30/04 66511 State Building Code $4.50 KAS 06/30/04 66511 AUG 1 8 2004 Potable Water Application $52.00 KAS 06/30/04 66511 Jefferson County Planning Total: $1,834.25 & Building Department 06/.28/2004 08: 19 3603794491 JEFF CO DCD PAGE 04 06/25/2004 15:58 FAX 36043725. PORT LUDLOW ASSOCIATES • JC PERMIT CENTER I ]004 N6 -Se • - �, Jefferson Comely Department of Camera ratty Development 1." 821 Sheridan Sweet.Port Townsend WA 80368 C18111378 • .rira�1,: DermotPpfl5ct5© • P e t Dest i 'on: �ii yf/Gft )9a,. 4�i�, Building Type. .EL.- -Project Type: Frame Type4111. )( Single Family X New X Wood X GamgeAtrached/Detached Addition Steal Modular Alteration/Retnodel Concrete COmrnercial Ilzpair Masonry Multi family/41 of Units De nolirion Other._ • ' Induatdi d Other; Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heart Choose one: • Existing: - Existing 'es' X Salver Cornmutiiry Syetsm F.kectrlei,ty Oi► Proposed: 2 Proposed: _, Individual S�m _ Woodatove Propane Tool. Total; — .'� Itnot sewer,fill out the following: X IIeat Pump • Conventional .Alternative X(Other G l'ersit is.. # Sl3.P Waxer Supply: r - —_ ^ Private well Two Party Well Public:Name of wirer system: • Square Footage: r r. .,,, . ;, Main Floor �e h 18 ) �4� .3 1 {{. +h �yll1, Nr, lllyt�H,A a7--,�C 144:1,,..,! ,.CF4, I .;�1'45� , rLbh'j (fir , • D 1 "—� i!'rF n^�T aanl�i n . �p ly, 7,4' N� r ? J t�1� 4 b l'6F �� � "i al t ...., ,���KI n � ;I.'.. ' 1 2 Floor 1 l� '11 ,;•:lac I,,,.,, I,4.i i i li,1Nt ii1. I'll:i�i .: r Il�td M r�M, J latlraaxu i; M� ntrvv�l� r' 3�Floor �� �'..-.•Oi4'�l 01 Y1 Bran' N,:nll�,�f!i , il.77Z 4410., 1.11 .'xtl 1 Ooc , .S al u xwl r fir, 4!1 1,-,,;:'= ,�Sd l,r�M • -- Y „Z* lF.rli�L.':�IVi .�";1' '];,t" :i„ .i".'di..i. i. %rah. a;s;: h,. , . Htd Basement tr ���9t'' anw , n IiNI.':IaiHa{ Y' ti1.h11, �I 1 e l,iC R G114U'Itlga,i,„ 'Ilit4• +;'..1.41,..r.'rt_ ,. y " '"�: •..'its �. or Rr1r r1 .1'�"x1i7 l":lL'C. qt 4 1.tl1I117R �I'-n,at1�7!4.,r1.".l0.' .11�.wJ;,llf r"1 WJ+ N Unhtdbasement i _ 'i��Ny ico,. ,.il+'a,�l•+W;:;h;,i:�i,:•.''"l.,r;•,,,,„;r. ''.a; ,,,,:,..i ��['y :Pi co li.yw.. °•', I4,%, Irf I'a 7"II. ,��d �4l.�i';,1.n f7 1 /C 7/ i ' al 'w r Ir.",j°rirl.r, Ig•'141.1+ Ig. i'�l �, I ,1' d. �. aal.ilrl(1 tp{n�•+1.�Y'�n CJt113i$G Carp ` �^ iAi 1 '�i 'li D , J ritkri(I n,nl sty n• r,.11.•a "µlc.:%I•r ar.r' lC� %i��li :2!„i�ii:artair,Nxn,.0 1'�� t;;r.c 5A ,,,,}i,"rJf�nn Wvwr:�:I;..0g,1�l.r.' Tiit:Gw�i,.,.^. . v+,;,: ..-- • ' Commercial j m d fit' IIIllet,� ilr d���. , ' ', ',i cs— as 1.,. I I 4 t 4�fV+�,.�.i,a t'i� {�'A, �I� IN. 1 1 ��\,©�� L►c�ustnAl ..r—.1 S7t�,,w 1 >t ry:..I,,1:,.+rw '.P FF- 9r ro {.M.a r.rr tl anran o�,wwal /, /•�_r -- YVf M ,Ly ii.'aNl��..I. a+r �1�.x�MV '�re - gay Other I l�.]2''L 1 I'i•�M "���+u1 Y711'dV �Ahrr4l llYh dr I� .'......�. • ill Mr(' JJlyhhypp ',y#..r.g.li,r1) + iIS i) 1a .,� �+,";;"rTotal Valuation: if.{j ;YI�rF ri ll� ��l i , .Ma drc n!y �} y, A'xOr >' o'� . A,I,.Y l/5 t,11Liii ei° P.r.nip«i+ F,�,1M11"ki'SL ... .1,I..k"..„I .rilFly non- uj'r:Jrigg'ip ' �ir,:: , r. EsumstCd Cosr. `I'� / 77 6 r.0o 14 ICI?�;'I air 1'rv'I, 'tl':,,',ll, -„NA d,,� I .1 r„ 'I L Y 1,tl �,^ ... .'1�•i ItLjli'74:4'r 4. 1'N'11.11r,I..".Li"il niEV^.1447::,, r �4I',,...,,n. 'i�,4Y.fIIL, y".r la,lorr„,ii .,'n ,t •a .):e ..�,a.r,�iv�%, xn,:rya y h If within 200 smesme —�_ ., a�, . , '%i i ,,.;yw,44 ac',il ';;� ,. . of the Shoreline, Dirttace to Bank or Ordinary High Water Mark fr.Bank X eiglhe ft. 8y signing the application fora,the applicant/own*,amens that the in(etmlitgn pnwided basin iu to m and peeoet to of their knowiedgc, Any macenal falsehood or any omission of a material fiat made by rha 4pp:ieattt/ovwrwith roipoot to Ode appikatlan pukor rnety=auks in this permit being null and void 1 d,rrhar agree to save,indemnify and hold harmless Jefferson County against all Liabilities,judgments,tour:Cant,enatisnoblt atton e/0 feta and eapo.aue which may in any way ataruc sgainscJefferson County as a result of or in coat,,•yuence of the granting of Ihia permit I further agree to provide ones$futd right of onety to jalTaraon County and it's emplayaas,reptostmntives to agr-nc,fox the purpose ofappltra don review and any teguiu'd Jam inspicotii Aeew.and right of entry m the applicant's property or nructure shall be requested and shall txaur during teat.lse hurness Moues. Signature: Date: _ OVER ►' ITHOMR\PLNCNTR\INPOBLIDG\FORMS\BT-DpatmltApplirnaon 11^11.01 411110 BUILDING PERMIT 41 '- Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 PERMIT#: (360)379-4450 FAX (360)379-4451 SITE ADDRESS: BLD04-00444 191 PIONEER DR Received Date 06/30/2004 Issue Date 08/18/2004 PORT LUDLOW, 98365 APPLICANT: PORT LUDLOW ASSOCIATES LLC 70 BREAKER LN PHONE: (360)437-2101 PORT LUDLOW WA 98365-9766 SUBDIVISION: PORT LUDLOW NO. 2 PARCEL NUMBER: 990600388 Block: Section: 9 Township: Lot: 88 CONTRACTOR: 28 N Range: 01 E PORT LUDLOW ASSOCIATES LLC 70 BREAKER LN PHONE: (360)437-2101 PORT LUDLOW WA 98365 Contractor's License: PORTLAL994L8 Expires: 05/02/2006 PROJECT DESCRIPTION: NEW SFR W/ATTACHED GARAGE ALSO 120 GAL AG PROPANE TANK REQUIRED INSPECTIO $„ r SETBACKS: G �^l UFFER: . l Footing: ,) N Foundation: 0 Ge,nekiass 2-3 oC f`] Stormwater FINAL Approval: 3 / QS bc) Underground Plumbing: 'c] Underground Insulation: N Shear Wall : i, siar,! 1.] Framing: /_ • 6r1 Plumbing: de D S 0- l Propane Tank/Line.: ;[tl Insulation: 5 /2 OS�I � � L�GZJ,►i F or Del Sheetrock: W Gil] Septic Sytem Final Approval: Road Approach Final Approval: l Zoning Final Approval: f cJ Final/Occupancy Approval: HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED 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 SCHED Office Hours 9:00 a.m. -4:30 p.m ULE INSPECTIONS. HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY-SEE REVERSE SPECIAL CONDITIONS FORE # BLD04-0 0444 4- ) .11111111111111111111111T 1.) The application was reviewed by the Jefferson County Department of Community Development for the presence of Environmentally Sensitive Areas (ESAs). The Department conducted a review and has concluded that the property DOES NOT contain Environmentally Sensitive Areas. However, future proposals will be subject to a new ESA review and conditions may be added if new ESAs are found on the property. and 2.) The applicant is proposing to create or add 2651 square feet of impervious surface 7641 square feet of land disturbing activities. stormwater, 3.) The project shall adhere to the Best Management Practices (BMPs) to control s erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 4.) A Small Parcel Erosion and Sediment Control Plan has been submitted and approved 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 by 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. 5.) Jefferson County determined that this proposal is categorically exempt from revi the State Environmental Policy Act(SEPA)The site plan as submitted with the building) ppursuant to WAC 197-11-800(1)(b)(i)w under reviewed for consistency under the UDC, a dehastbeen applica pion approvedon J by y J Jeff fferson County 30, 2004 has been Department of Community Development. Any modifications, changes, and/or additions the stamped, approved site plan dated August 16, 2004 shall be resubmitted for review and approval by Jefferson County Department of Community Development. to 7.) This approval is for a single family residence with attached garage and 120 gallon above-ground propane tank only. Any future on this site are subjconsistency with applicable codes and ordinances ermits and does not precludeereviewto nd for conditions which may be placed on future permits. 8.) Outdoor residential storage shall be maintained in an orderly manner and shall and fire, safety, health or sanitary hazard. 9.) Not more than two (2) unlicensed or inoperable vehicles shall be stored on anycreate no than one-half acre unless totally screened from view of neighboring dwellings and rights-of-wa lot less y. 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 inoperableh vehicles is prohibited except in those districts where specified as an automobile wreckingpt yard or junk (or salvagea) and such storage shall meet therequirements oowed as a f UDCtSected tion 4.10.TableIn 3-1ocase, the UDC,such unlicensed or inoperable vehiclesbe stored in an Environmentally Sensitive Area any(ESA). 10.) Maximum lot coverage is not to exceed 45%. Lot coverage is defined as amount impervious surface which includes roof tops, driveways, concrete, etc. 11.) The building height is not to exceed 35 feet. of 12.) Minimum setback from Pioneer Drive right-of-way shall be 20 feet. Minimum setback from Jefferson Avenue right-of-way shall be 20 feet. Minimum side and yard setbacks shall be 5 feet. 13.) Exterior lighting for residential uses shall not exceed twenty feet(20') in height from finished grade, excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. g the 14.) Lighting fixtures shall be designed and hooded to prevent the light source from being directly visible from outside the boundaries of the The intensity or brightness of all lighting, during construction and after project completion shall not adversely affect the property. use of surrounding properties or adjoining rights-of-way. family 15.) A minimum of two (2) on-site parking spaces shall be provided for the single residence. 16.) Per MPR Code Section 3.1facessory dwellingu MPR-SF zone. nits (ADU's) shall not be a lowed in the 17.) The parcel has been designated as MPR SF4:1 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 18.) The lot was created through the Port Ludlow No. 2 Area 3 Subdivision onM ay 19, 1969 under AFN 200294. 19.) An address of 191 Pioneer Drive, Port Ludlow has been assigned to the lot. Dr is a county local access road (C540009). 20.) The lot is served by Port Ludlow water and sewer. Pioneer Drive 21.) A road approach permit(RAP04-0152) will be issued with the building permit. 22.) APPLICANT AND/OR CONTRACTOR SHALL CONTACT JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT(DCD)AT 360-379-4457 SCHEDULE A SITE VISIT WITH THE PORT LUDLOW DRAINAGE DISTRICT,TO DEVELOPER/OWNER, AND DCD PRIOR TO ANY LAND DISTURBING ACTIVITY AFTER FOUNDATION IS STAKED. BUT i:1F_BLD_Permit_Buildng.rpt 10/29/1999 PERMIT # BID 04 - 0444 JEFF1RS JEFFERSON COUNTY STORMWATER MANAGEMENT ","' SMALL PARCEL EROSION AND SEDIMENT CONTROL PLAN EROSION AND SEDIMENT CONTROL WORKSHEET Property Owner: Port Ludlow Associates Telephone: 437-2101 Address: 70 Breaker Lane, Port Ludlow, WA 98365 Assessor's Parcel Number: 990- 6 00-388 Building Permit or Septic Permit Application Number(if applicable): Brief Project Description: New Single Family Residence W/ attached garage. Site Location: ? ��o ate 2)r.j ,4 r-t Led/0 C.1/, 4JI Person Responsible for BMP Installation and Maintenance: Jeff Evange r ') Address: Same aS above Telephone:Sale as above 1. Describe/check the Best Management Practices (BMPs) that you will implement during land disturbing activities or construction to control erosion and prevent sediment from entering water bodies (marine waters, streams, rivers, lakes, or wetlands) or impacting adjacent property or roads. Please check the measures you plan to implement and show their approximate location on the site plan. You may also propose measures other than those listed. Attach additional sheets,if more space is required. [] Stabilize construction access route. Limit construction vehicles to one route, if feasible. Provide a stabilized construction access by applying quarry spalls,ballast, or crushed rock to minimize tracking sediment onto roads. (See attached illustration from Stormwater Management Manual.) If sediment is transported onto roads, they will be cleaned thoroughly. [] Minimize the extent of land disturbing activity and preserve existing vegetation. Preserve buffers of well-established vegetation between disturbed areas and property boundaries, roads, water bodies, and designated critical areas (wetlands, fish and wildlife habitat areas,landslide or erosion hazard area,etc.). APPROVED Stormwrate s STORMWATER PLAN SPESC Instructions—Short Form Require Revised July 17,2002 3 AUG 1 6 2004 JEFFERSON OUN Y DEPT.OF N DEVE OPME T SIGNATURE. JUN 3 (—) EROSION AND SEDIMENT CONTROL WORKSHEET [] Phase clearing so that only areas that are actively being worked are uncovered. [] Start and complete land disturbing activities and stabilize the site between April 1 and September 30. Stabilization means that disturbed areas will have well-established plant cover or be landscaped to minimize erosion. [)1 Stabilize exposed soil Exposed and unworked soil will be covered within 2 days between October 1 and March 31 and within 7 days between April 1 and September 30. [ ] Cover exposed soil with a minimum of 2 inches of straw or hay or other material approved for this purpose. [ ] Cover soil stockpiles with plastic sheeting and locate away from water bodies, roads, and property lines. [] Place gravel base on roads,driveways,and parking areas after clearing and subgrade preparation. [f Protect adjacent properties and water bodies from sediment deposition: [] Place straw or hay bales in ditches and drainage ways down slope from areas of land disturbing activity to filter runoff before it leaves the project site or enters water bodies.(See attached illustrations from Stormwater Management Manual.) [] Install a filter fence down slope from areas of land disturbing activity to filter runoff ( before it leaves the project site or enters water bodies. (See attached illustration from Stormwater Management Manual.) f)( Regularly inspect and maintain all BMPs especially after storms events. [] Describe other erosion and sediment control Best Management Practices. Be specific as to design and specifications. Site is very flat with sandy soils. So I believe the above. measures will be sufficient. SPESC Instructions—Short Form Revised July 17,2002 4 • EROSION AND SEDIMENT CONTROL WORKSHEET 2. Describe how disturbed areas will be permanently stabilized(seeded,landscaped,apply gravel base to roadways,etc.) Areas that are distrubed will be landscaped with natural type vegetation and lawn to property line 3. Describe how runoff from impervious surfaces will be controlled (disperse to vegetated areas to - infiltrate,dry well,infiltration trench,route runoff to existing drainage facilities,etc.). All imperitioHs sirrfares will he rim to roof drains and catch basins as designed into the plat requirements. SPESC Instructions—Short Form Revised July 17,2002 5 I • !/may EROSION AND SEDIMENT CONTROL WORKSHEET 4. Specify your construction sequence. Describe the timing of all land disturbing activities (clearing and grading, construction, installation of drainage facilities, landscaping, etc.) and Best Management Practices.Describe proposed maintenance of BMPs. After excavation the soil piles will be covered and silt fence will be installed. Silt fence will be left in place until we are ready to landscape and all roof drains/ catch basins are in. Landscaping will be installed as early as possible on the exterior of the building when all exterior concrete work is completed,(. , The Best Manage nt Practices proposed above will be implemented to control erosion, sediment, and stormwa will notify the Jefferson County for inspections as re uire . RAT14-4— 0 Signature of Owner/Agent Date Jo 3 o lU4 SPESC Instructions—Short Form Revised July 17,2002 6 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 AND THE SITE IS 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 SHAD. 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 �urnc; 11 y2" z S • • z n 1 y2" X 5y2" _ s •: NISH GR E icy V4 CRAWL SPACE ���\<\ 2" MIN. FOOTING DRAIN - 4" PERFORATED PIPE AROUND ENTIRE PERIMETER, WITH WASHED ROCK BACKFiLL DRAIN TO DAYLIGHT Twiny IIwRII !11 nIL q/A� R ATIONSHIPs N.T,S. 5' X 2" X 2" POSTS 6,_0" NSERTED 2 FEET INTO GROUND f 6LOM � o FILTER FABRIC PERIMETER AN BACKFILL WIRE MESH �OSITiON FILTER FABRIC NOTE: 8" OVER ENTIRE TRENCH SILT INTERCEPT SWALE MAY BE SUBSTITUTED FOR SILT FENCE 12" WITH NATIVE MATERIAL. WHERE APPROPRIATE. STRAW BALES AS REQUIRED Assumed R- 25' MIN.• --a 12" MIN. 4" - 6" QUARRY SP PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA NO SCALE i �0, �C?� STAKE BALES TO MAINTAIN POSITION AS REQUIRED ( 2 STAKES / BALE ) L-----1'-0" MIN. FREEBOARD NO SCALE III S]EAW BALE TTj_LwAwf 4 11 A (USE AS REQUIRED) - STABILIZATION NOTES CONTROL MEASURE: STABILIZED CONSTRUCTION ENTRANCE. PURPOSE: REDUCES THE AMOUNT OF DEBRIS TRANSPORTED ONTO PUBLIC ROADS FROM CONSTRUCTiION 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 ROADS; (3) MATERInL SHOULD BE QUARRY SPALLS, e - 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 M114OR 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. ADDIT104AL SUBGRADE STABILIZATION SUCH AS A GEOTEXTiLE MAT MAY BE REQUIRED. PROCEDURE: (1) A FILTER FABRIC FENCE SHOULD BE INSTALLED DOWNHILL FROM THE CONSTRUCTION ENTRANCE TO INTERCEPT AND CONTAIN ANY SEDIMENT -LADEN RUNOFF FROM THE EN "RANGE 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 THOROI !GHLY AS A MINIMUM AT THE END OF EACH DAY. SEDIMENT SHOULD BE REMOVED FROM MOADS BY SHOVELING OR SWEEPING. STREET WASHING SHOULD TAKE PLACE ONLY AFTER .3EDIMENT HAS BEEN REMOVED AS DESCRIBED ABOVE; (3) ANY ROCK SPALLS THAT ARE LCOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDh 3ELY. CONTROL MEASURE: CONSTRUCTION ROAD STABILIZATION. PURPO; .L:: TE MMPORANLY STABILIZES ROADS, PARKING AREAS. AND ON -SITE TRANSPORTATION ROUTE! WITH STONE IMMEDIATELY AFTER GRADING, REDUCES EROSION CAUSED BY CONSMUCTiON TRAFFIC OR RUNOFF. DESIGN CRITERIA/SPECIFICATIONS' (1) PROVIDE ROCK STABILIZATION WHEREVER THERE IS THE POTENTIAL FOR EROSIO4 OF TEMPORARY CONSTRUCTION ROUTES BY CONSTRUCTION TRAFFIC DURING WET WEATH1,11% (2) ROCK STABILIZATION MAY BE UNNECESSARY WHERE SOILS ON SITE ARE GRAVELLY; (3) A 6-INCH DEPTH OF Y - 4" CRUSHED ROCK, GRAVEL BASE, OR CRUSHED SURFAANG BASE COURSE SHALL BE APPLIED IMMEDIATELY AFTER GRADING OR THE COMPLi;TiON 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. PROWDURE: (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 E-DEED 15 PERCENT. ROADWAYS SHOULD BE CAREFULLY GRADED TO DRAiN TRANT ERSELY. PROVIDE DRAINAGE SWALES ON EACH SIDE OF THE ROADWAY IN THE CASE OF A CROWNVED 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 EVENT:-. ADD CRUSHED ROCK IF NECESSARY AND RE -STABILIZE ANY AREAS FOUND TO BE ERODING." CONTRN. MEASURE: DUST CONTROL. PURPO'W: PREVENTS SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES. STABILIZATION NOT, ES moNrm) X NTROL MEASURE: TEMPORARY EROSION CONTROL SEEDING. (SEE ALSO TC�PSOILING, SURFACE ROUGHENING, MULCHING, PLASTIC SHEETiNG AND NETS AND MATS). PURPOSE: REDUCES EROSION AND SEDIMENTATION BY TEMPORARILY STABILIZING EXPOSED SOILS FOR UP TO 1 YEAR. DESIGN CRITERIA/SPECIFICATIONS:-(1) SEEDING CAN BE DONE DURING THE PERIOD OF MARCH 1 THROUGH SEPTEMBER 30 (IF M�U NTED BETWEEN MAY 15 AND AUGUST 15 IRRIGATION MAY BE REQUIRED). SEEDING CAN SOMA TiMES ALSO BE DONE SUCCESSFULLY DURING THE REMAINDER OF THE YEAR. OCTOBER 1 THROUGH FEBRUARY 29, PROVIDED THAT THE SEED BED IS IMMEDIATELY STABILIZED BY MULOONG. NET/MATS OR PLASTIC SHEETING; (2) SITE PREPARATION, INCLUDING THE INSTALLA"ION 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 APPUCATiONS WITH APPROVED SEED -MULCH -FERTILIZER MIXTURES MAY ALSO BE USED; (4) SOIL AMENDMENTS/FERTILIZERS SHOULD BE APPLIED AS RECOMMENDED BY SUPPUERS. WHEN SEEDING OVER SUBSOIL (WITHOUT TOPSOIL). AVOID OVER -FERTILIZING. ESPECIALLY NEAR AQUATIC FEATURES. INSTEAD, USE MULCH TO ASSIST IN NOURISHING SOIL PROJECT SITES ADJACENT TO BODIES OF WATER MUST USE NON -PHOSPHORUS FERTILIZER; (5) APPLY AN 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 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: PIL ASTIC 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 DUPJNIG 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 CRERI ITA/SPECIFICATiONS: (1 ) PLASTIC SHEETING SHOULD HAVE A MINIMUM THICKNESS OF 8 MIL AND MEET THE RE:QUIRE]MMENTS OF WSDOT/APWA SECTION 9-14.5. (2) COVERING SHOULD BE INSTALLED MID 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 DOM FULL LENGTH AND THERE SHOULD BE AT LEAST A 10 S 24-INCH OVERLAP OF 'ALL SEAMS.. AMS SHOULD THEN BE ROLLED AND STAKED OR TiED; (3) COVERING SHOULD BE INSTALLED IMMEDIATELY ON AREAS SEEDED DUPING 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 PEMOI); (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 BUEIBLES FOUND SHOULD BE REMOVED IMMEDIATELY OR THE PLASTIC MAY RIP DURING THE NEXT WINDY PERIOD. RE -ANCHOR OR REPLACE AS NECESSARY. SEE TABLE 3-7, THIS SHEET DESIGPI CRITERIA/SPECIFICATIONS: (1) MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH USE OF TEMPORARY GROUND COVER AND OTHER TEMPORARY STABILIZATION PRACTICES. (SEE •�r.� BARE GROUND BMP'S) (2) SITE SHOULD BE SPRINKLED WITH WATER UNTIL SURFACE IS WET. REPEA'" AS NEEDED. TO PREVENT CARRYOUT OF MUD ONTO STREET► REFER TO STABILIZED CONSTILUCTiON ENTRANCE BMP IN THIS SECTION. (3) SPRAY EXPOSED SOIL AREAS WITH AN APPRi,;: =RIATE DUST PALLIATIVE. NOTE: OIL IS PROHIBITED FOR USE AS A PALLIATIVE. CON- (RIX. MEASURE: LIMIT CLEARING OF SITE PURP03: REDUCES IJKELIHOOD OF, OR EXTENT OF., TURBIDITY IN DOWNSTREAM STORMWATER BY MINIMIZING THE SOURCE OF SILT PICIKED 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 REVEGETATEDI OR OTHERWISE STABILIZED. CONTR+X MEASURE: COVER AREAS (LEFT UNWIORKED FOR MORE THAN 48 HOUR (SEE kLSO MULCHING, SODDING. PLASTIC SHEETING 13WP'S). EXPOSED TO RAINFALLAND SURFACE RUNOFF THEREBY PURPC 3E: MINIMIZE THE AREA REDUC'NG 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 FENCE% DESIGN CRITERIA/SPECIFICATIONS: DURING THE TiME PERIOD OF OCTOBER 1 THROUGH APRIL 30, AI'D AT OTHER TIMES OF THE YEAR WHEN THERE ARE EXTENDED PERIODS OF INCLEMENT WEATFt=3t, ALL PROJECT -DISTURBED SOIL AREAS THAT ARE TO BE LEFT UNWORKED FOR MORE THAN 18 HOURS SHOULD BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING. THIS PROCEDURE IS BASED ON THE INCREASED POTENTIAL FOR. AND CONSEQUENCES OF. FAILURE OF ERgSSION AND SEDIMENTATION CONTROL STRUCTURES DURING THIS PERIOD OF HIGH PRECIFITATiON AND THE ASSUMPTION THAT AREAS NOT BEING WORKED ARE LIKELY TO BE LEFT I.NATTENDED. ' CONTR)L• MEASURE: MULCHING. (SEE ALSO NETS AND MATS). > PURPOSE: MULCHING PROVIDES IMMEDIATE TEMPORARY PROTECTION TO EXPOSED AREAS AND A'.LOWS GERMINATION AND PROTECTION OF SEEMED AREAS BY CONNING MOISTURE, C N MODEF47ING SOIL TEMPERATURES, AND HOLDING FER111UZER, SEED AND TOPSOIL CI:. O DESIGN CRITERIA/SPECIFICATi0ft L ' DESIGH (1) PREPARE SOIL AS FOR SEEDING; (2), FOR APPLICATION RATES AND SPECIF'!CATIONS, SEE TABLE 3-1 **; (3) NETS AND MATS USED IN CONJUNCTION WITH MULCH SHOUL) BE USED ON SLOPES STEEPER THAN 2: 1; I(4) WOOD FIBER CELLULOSE BLANKET ARE i CONSIL,ERED PROTECTIVE MULCHES AND CAN BE USED ALONE ON ERODIBLE SOILS AND DURING ALL, Ti AES OF THE YEAR. MATER'AL.S, (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 MATER AL; GOOD FOR EROSION CONTROL IN CRITICAL AREAS. ANCHOR BY CRIMPING. DISCING, ROLLING OR PUNCHING INTO SOIL, COVERING WITH NETrEiNG, SPRAYING WITH A CHEMICAL OR FIBER BINDER OR BY KEEPING MOIST. (2) WOOD IBER CELLULOSE (PARTLY -DIGESTED WOOD FIBERS): WHEN USED FOR EROSION CONTROL ON CI8111CAL AREAS. THE APPLICATION RATE SHOUL) 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 PLANT3 AND ORNAMENTALS. USE WHERE SUBJECT TO FOOT TRAFFIC; (4) CORN STALKS: SHRED)ED INTO 4" - 6" LENGTHS, DECOMPOSES SLOiWLY AND RESISTS WINDBLOW; (5) WOOD CHIPS: CANNOT BE CLOSELY MOWED. DECOMPOSE SLOWLY AND DO NOT REQUIRE TACKING. DOES MOT PROVIDE NITROGEN TO SEEDS UNLESS TREATED. TENDS TO WASH DOWN SLOPES STEEPER THAN GF4 (6) BARK CHIPS/SHREDDED IBARK: CANNOT BE CLOSELY MOWED. ADDITIONAL NITROGEN FOR SEEDS NOT REQUIRED. TENDS TD WASH DOWN SLOPES STEEPER THAN 3X AVOID TILUNG BARK OR SAWDUST INTO SOL., AS iT TENDS TO REMOVE NITROGEN FROM SOIL. RELEASING IT ONLY WHEN IT DECAYS. PROCE)URES: (1) MULCHES SHOULD BE USED FO>f1.LOWING TEMPORARY OR PERMANENT SEEDING; (2) MULCHING SHOULD IMMEDIATELY FOLLOW SEEDING IN AREAS WITH SLOPES STEEPER THAN 21; (3) MULCHES SHOULD BE USED IN CLEARED AREAS THAT CANNOT BE SEEDEDBECAUSE OF THE SEASON; (4) MULCHES SHOULD BE USED ON EXPOSED SOILS (INC LUANG STOCKPILES WHICH ARE NOT FINAL GRADED WITHIN 15 DAYS) UNLESS COVERED WITH F L.ASTIC SHEETING. MAINTENANCE: MULCHED AREAS SHOULD BE CHECKED PERIODICALLY. ESPECIALLY FOLLOWING SEVERE STORMS, WHEN DAMAM AREAS OF MULCH OR TIE -DOWN MATERIAL SHOULD BE REPAIRED. **-SEE TABLE 3-1. THIS SHEET 1 1 I I 1 I 1 I 1 I � 1 U 119.52 r------ '.•www 1 1 - L—ww—w—www—.e.�i.•—w w 112.27 Site Plan GRAPHIC SCALE c W FM 1 inch = 10 ft. D C7 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 75-100 LBS., 1.5 - 2.5 TONS LIGHTLY COVER FKW UNDESIRABLE 2-3 BALES (90-10t BALES) ENTIRE SURFACE SEED do COARSE (MIN. .2') MATERIAL WOOD FIBER DiED GREEN. 25-30 LBS. 1000-11,300 LOS. 2" CELLULOSE NO GROWTH ORGANISM INHIBITING FACTORS TABLE 3--2 TEMPORARY EROSION CONTROL SEED MIXTURE NAME PROPORTIONS BY PERCENT PERCENT WEIGHT PURITY GERMINATION REDTOP (AGROST1S ALBE) 10X 92X 90% ANNUAL RYE (LODUM 4OX 98X 90x MULTIFOLIUM) CHEWINGS FESCUE (FESTUCA 4OX 97X Box REBRA COMMUTATA) JAMESTOWN. BANNER, SHADDOW OR KOKET WHITE DUTCH CLOVER 10X 96X 9OX (TRIFOLIUM) Legend w* ■� �* w ■� �* w PROPOSED CULVERT — -- -- — — -- --- SURFACE DRAINAGE CIS DOWN SPOUTS TO CATCH BASIN IN 6" DIA., PVC PIPE SILT FENCE, SEE DETAIL STRAW BALES, SEE DETAIL C CLEARING LIMITS ---------------- ASPHALT SURFACE CONCRETE SURFACE . , ... ..: PROPOSED SANITARY SEWER LINE _SS PROPOSED WATER LINE ------• W O PROPOSED 120 GAL, PROPANE TANK Af 26.83' . .r.1: 82 0o g 17 W 00dt�nra Vicinity Map W / / 1 \ NOTES: CD 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. 12 aA EiER PML I Y� oR°u WTOAu,�PEM ourslDE PLAN VIEW CONNECTION TO OUTLET PIPE TO BE MORTARED AND 4 MADE FLUSH WITH INSIDE OF THE YARD DRNN WALL FINISHED GRADE ® CAST IRON BELL GRATE FRS INTO BELL RECESS AND EXTENDS FLUSH WITH FACE OF BELL THE GRATE SHALL HAVE SINS ; 1 �HOLES)_THAT CONSTITUTE 50 PERCENT OPEN AREA FOR DRAINAGE. O FIT WITH L 9ELLA�U B FINISHED TO ASSURE NON —ROC QNG _ 2 COVER POSITION. 16 WASHED DRAIN ROCK. b INCHES MINIMUM DEPTH. . A VARIES 12 INCHES OR 15 INCHES. _ O 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 �1 N.T.S. EMERGENCY CONTACT PERSON JEFF EVANGER PHONE: 1-•360-437-2101 A wl Q ' � I I I _ w—w--w------4— ,.—,.... E.w•...s... wn a.. --....wy +�—� ` "!MJ I n ". 16 Yazd Drain ("'P.,-"-o- 307 10.50 i As Required 83 25, w i O �_ Q o 1. }: C I F 000 If dance StOrMWeter B I Required • : • : ,365 10. A,,, 501 I -------- ------- ---- w — w.� w--- ----wwww— NV��� VV�ITA%�--mow sw�rw CLEARED AREA = IZO47 SQ. FT. 140,05' •r IMPERVIOUS AREA •• 3,352 SQ. FT. Az�"_1_1� A�.uRCLfgp��� �t g�.i✓a9 MacLearnsb my'F EXPIRES: JUNE 7, 2006 Civil Er 159 Wyatk Way: phone: (206) W.5: P I REVISED S p dated v j Has been APPROVED I by JEFFERSON CO I DEPT. OF CO DE p I SIGNATUR& I � I www------- --------------w------- •,•• I 103. I C CLIENT Port Ludlow Associates eering, P.S. nners Stormwater Site Plan (SWPPP) Lua, WA 98110 Lot 88, Jefferson Ave. (206) 780-U08 DRAWN BY CAH DATE August 24, 2004 JOB N0 24520 j CIIEC O BY MCM SCALE 1 "=10' SHEET 1 OF 1