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HomeMy WebLinkAboutBLD2005-00375 UILDING PERMIT APPLICAION MLA05-00347 Review Type: I • • Jefferson County Department of Community Development • 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD05-00375 Received Date: 6/10/2005 SITE ADDRESS: WHEELER LN PORT LUDLOW, 98365 OWNER: PORT LUDLOW ASSOCIATES LLC PHONE: 360-437-2101 70 BREAKER LN PORT LUDLOW WA 98365-9766 PORT LUDLOW NO. 2 SUBDIVISION: Block: Lot: 16 PARCEL NUMBER: 990600316 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 DESCRIPTIOr NEW SFR W/ATTACHED GARAGE & 120 GALLON A/G PROPANE TANK TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,795 VALUATION 288,086.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 2003 HEAT BASE: 1,218 HEAT TYPE: OCCUPANCY: R-3 UNHEATED: # OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5-1HR GARAGE: 612 SHORELINE: CONST TYPE: DECK: 153 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: SEW WATER SYSTEM: LUDLOW BEDROOMS: BATHROOMS: Exist: Exist: Prop: 4.. Prop: 3 Total: 4 . Total: 3 Routing Date: (e/ts--/0 • Type Amount Paid By: Date: Receipt: Approved/Date Permit $2,052.15 BAC 06/06/05 73247 APPROVED \/ Plan Check $1,333.90 BAC 06/06/05 73247 State Building Code $4.50 BAC 06/06/05 73247 JUL 1 4 2005 Potable Water Application $53.00 BAC 06/06/05 73247 Jefferson County Planning Total: $3,443.55 & Bu' g Department RDA FeeD S A BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD05-00375 Received Date 06/10/2005 SITE ADDRESS: 40 WHEELER LN Issue Date 07/14/2005 PORT LUDLOW, 98365 APPLICANT: 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: 16 PARCEL NUMBER: 990600316 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 & 120 GALLON A/G PROPANE TANK CALL IN FOR THE REQUIRED I SPECTIONS THAT APPLY TO YOUR PROJECT. SETBACKS: /K q//S S4/ UFFER: ,9k q//5/6514/ Footing: .4k I//5/45 Foundation: Olc U//5/05, Stormwater FINAL Approval: ,erImLdeld Ceokkuo yas 400 C B e/iJFict ,eEwcr/DC 1L6 6 Underground Plumbing: O /l/z4 OS G" 1 Underground Insulation: el< / L psi` Shear Wall : hr SHEA,ea& / zs AL , Sheathing: , Framing: LAIDE2.gcno¢ Ok I0/6 aS :3/ a/G0110Q/dll(.fJE-k)GviAvDoW> 5/z,8f6 Plumbing: OK // /04 fe.4148stac Zyvt51c,4 4 AODrntiA 2Y- 3/7/6L Propane Tank/ ines: �/E at / z�OL Insulation: 8 ' s Sheetrock: Septic Sytem Final Approval (If not on sewer): Road Approach Final Approval: Zoning Final Approval: Final/Occupancy Approval: ('/1) q/2 4/Cr7 fey/HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQED 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 CASE A BLD05-00375 1.) To help prevent seawater from intruding landward into underground aquifers, all new development activity on Marrowstone Island, Indian Island and within 1/4 mile of any marine shoreline shall be required to infiltrate all stormwater runoff onsite. 2.) VOLUNTARY MEASURES OF COASTAL&AT RISK SIPZ: Water conservation measures: 1. Roof and other intercepted precipitation shall be routed to on-site detention ponds and/or other approved means and allowed to be released to the soil slowly. 2. Water collected from Storm water and roof catchments may be used for watering lawns and gardens. Unless catchment water has been treated to meet drinking water standards, there shall be no cross connections allowed between the potable supply and impounded water. 3. Water withdrawn from wells on each property shall not be used for watering of lawns and/or gardens. 4. Ground water withdrawn from each property shall be restricted to a rate of three (3) gallons per minute. 5. Installation of water conserving fixtures such as low flow toilets, faucets and shower restrictors and other water saving plumbing fixtures. 6. Landscaping plan (xeriscaping, native vegetation with minimal amounts of irrigation). Please NOTE that the above listed measures are not intended to be exhaustive, but rather is intended to be illustrative of the types of water conservation measures. 3.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ: 1. Installation of a flow meter. 2. On-going well monitoring for chloride concentration. 3. Submittal of monitoring data to County. 4.) MANDATORY MEASURES FOR COASTAL SIPZ: 1. For proof of potable water on a building permit application, applicant must utilize DOH-approved public water system if available. 2. If public water is unavailable, a qualifying alternative system may be used as proof of potable water or an individual well may be used as proof of potable water subject to the following requirement: a. Chloride concentration of a laboratory-certified well water sample submitted with building permit application. 3. If public water is unavailable, a qualifying alternative system may be used as proof of potable water. 5.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator). 6.) 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. 7.) A Stormwater Site Plan has been submitted and approved by the Department of Community Development. Once the subject permit has been issued the applicant shall fully implement the provisions of the submitted plan and contact the Jefferson County Department of Community Development to arrange a schedule to inspect the property for plan compliance. A Certificate of Occupancy will not be issued until the Department verifies plan compliance. No clearing for roadways or utilities shall occur on the project site until clearing necessary for the installation of temporary sedimentation and erosion control measures have been completed. 8.) Maximum lot coverage is not to exceed 45%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 9.) The building height is not to exceed 35 feet. 10.) Minimum setback from Wheeler Lane right-of-way shall be 20 feet. Minimum side and rear yard setbacks shall be 5 feet. 11.) 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. • 12.) 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. 13.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 14.) Per MPR Code Section 3.107, Accessory Dwelling Units (ADU's) shall not be allowed within the MPR-SF zone. I:\F_BLD_Permit_Buildng.rpt 10/29/19 , r________ .__________ ,---, 7 , 4 1 , ,------1,,, i ., „ , 6. J UN 6 n5 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— 00— 3/t Building Permit or Septic Permit Application Number(if applicable): Brief Project Description: New Single Family Residence W/ attached garage. • Site Location: tin. Z‘ /‘ ? Rorie/eA Zawe �Qr 7 0/44(1� /66? 983G S Person Responsible for BMP Installation and Maintenance: Jeff Evange r `) Address: Same as ahnve Telephone:SAME? aS above i. 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. [1 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 STORMWATER PLAN 0 SPESC Instructions—Short Form Revised July 17,2002 JUL 1 2 2005 3 StOrrilW Required 1EFF R OUN Y DEPT.OF C , I •V O NT SIGNATU 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. [)4 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 Stonmwater 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.) [X 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 JUN 6 2005 Revised July 17,2002 4 r R (Th, 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 infiltrate,city drainage facilities, etc.). •well,infiltration trench,route runoff to existing (disperse tovegetated areas E9,.. . . . All impervious surfaces will he run to roof drains and catch basins as designed into the plat requirements. I p LL I, ) f : fi 1/( SPESC Instructions—Short Form , JUN 6 20)5 I Revised July 17,2002 5 J 6. 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 Mana went Practices proposed above will be implemented to control erosion, sediment and storm r ff.I will notify the Jefferson County for inspections as ' ,ey‘ .1i ;% -L ll� Signa of Owner/Ant Date • 1-77 4 F July 6 , Di • SPESC Instructions--Short Form Revised July 17,2002Ili 6 f 6%/16/2005 16: 07 3603794451 JEFF CO DCD PAGE 02 O5/13/2005 10:41 FAX 36043725. PORT LUDLOW ASSOCIATES • tttt JC ?Emu. ulrl rim uUL/vki,. ox Oa JEFFERSON COUNTY r DEPARTMENT COMMUNITY D LOPMENT - . 13�a S r�dan OF rectj Par#_Tv�rcrsend=.1Nashington 98368 360/379.4450 • 360/379-4451 Fax sp4 ck #"ka ��illy. www.co.Jeferson.wa.us/commdevelopment An 7/s> o w �� seouw e "� /ev. B i. Master Permit Application MLA: Project Description(lnclud separate sheets as necessary); 04, ' t Tax P PropsE _ Mohan 990 ' aOO '3/4 size: a Pi, 073 (awes/square feet) • Site Address andlor Directions to Property: 4 , 7 Akre/Pik- 4r-i 4.,I/AU)t f c "'t 3G S PropertyOwner(s)of Record:•�irf. i DW tf to• is £LC Telephone: 0- gym. O • 2 email:_ Mailing Address- /-eQ 1.a/ W Appllcant/A©vnt(if different from owner): Nit? Telephone; Fax: email: Melling Address: What kind of Permit?(Check each box t Nqj � FC f u — tiltuliding i~-" L' i r.,. iner,Major or Reasonable Economic Use) 4 Demolition Permit �— 0 Con•. ion Use[C(a),C(d),or C]"* erSfngle Fami 0 Discr►tio ry"D'or Unnamed Use Classification li''Garege efirreMb Detached I MAY 1 3 pact• a (Essential Public Facilities)** O Manufactured ome 0 Boun,,,ary Lsis Adjustment 0 Modular - d•Shor Plat" ❑Commercial* JEFFE !:,(1N� COLell3inding Site Plan"" 111angs of Use l.'t.h''i' Or,;f;rt,?r;,,.IN;r,t}t]'libtlgi'pIathM° i3 oad Appt Rely...... ----"--'-." 'er dThural Residential Development(PRRD$Amendrnenta" 1 roper* 0 Pint Veaation/Altoratlon"* in Mowed Yes'Use Consistency Analysts El Shoreline Master Program Exemption/Permit Revisions** 0 Stomiwater Management 0 Shoreline Management Substantial Development*" d Site Plan Approval Advance Determination(SPAAD)* CI Shoreline Management Variance 0 Temporary Use _ Comprehensive Plan/UDC/Land Use District Map Amendment d Wireless Yeleoommunicatiorr-- -,— Jefferson County Shoreline Master Program Amendment 0 Forest Practices Act/Release of Six-Year Moratorium r. 1 *may require s Pro-Application Conference - I , "Requires a Pre-Application Conference Please Identify any other locale state or federal permits required for this proposal,tf known: DESIGNATION OF AGENT I hereby designate to act as my agent in matters relating to this application for permit(s). OWNER SIGuATutt Date:. • By signing this application torm,the owner/agent attests that the information provided herein,and kr any attachments,is true and serest to the best of his,her or Ire knowledge, Any material falsehood or any omission of a material fad made by the owner/agent with respect to this appleation packel may result in'this perrnit being null end.void. I further agree to save.Indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs.reasonable attomey's fees and expenses which may in Any way actrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required later Inspections.Access and right of entry to this property shall be requested•and shall Occur only during regular business hours. Signature: Date: The action or actin Applicant wilt undertake as a result of the Issuance of this permit may negatively Impact upon ono or more threatened or endangered species and could lead to a potential Make of an endangered species as those banns are defined in the federal raw known as the 'Endangered Spade*Art'or'ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been Issued v.91 not violate the ESA. Any Individual,group or agency can file a lawsuit on behalf of an endangered species regarding your $otion(a)even if you are In compliance with the Jefferson County development code.The Applicant admowiedgea that he,she or It holds individual and non-transferable responsibility for adhering to and complying with the ESA. The Applicant has read this disclaimer and signs and dates It below. Signature Date: G\PcanitiC-oruCer\FOAMS\DRD FORMS\I srer Pemirt Application 7-8-04.doc r16/2005 16: 07 3603794451 JEFF CO DCD PAGE 03 /2005 10:41 FAX 36043725# PORT 'LUDLOW ASSOCIATES 0Jf; PERMIT cJ1; '1't;lc Itrjvu,uuu l� OWNER BUILDER STATEMENT �j e signer of this statement does hereby certify that they ate the Owners of the parcel referenced 9rd a " ' ll!! end that qa thieneral Conbaotor rareroproposedproiect:'gnature: Date: MAY 1 3 2005 GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: ,Jt r L-,. •:)i. F,Akt\III Yore kWh Id 1¢UUDC a ,,., ,_ a � Q.S LLC (moo ) :��='�=����;h"'.��.�.').`:' -'' .252 2 MAILING AD❑AE88: �O Qter one rf 4 L i I:MP.IL: CONTRACTOR'S LICENSE 9/33`5 WAINS , NUMBER: fDJef RL 9?998 NuMet:R - ARCHITF_CT/ENGINEER: .57 d ,Plies PHONE ( ) FAX:( ) MAILING'ADDRESS: e#L4 Jd/. aye/p30 0/455,7 A.) Fh d• B ' EMAIL t act-7Jpe: "-,., farms•TIpe: 9abhroomns: . . . 'Shoreline: Type of Sewage Disposer t;VNeW V Wood [ Existing: TO" $Sewer a Addition 0 Steel Proposed: 3 Bank p Community System O AlteratiordRemodel 0 Concrete Total: .3 Height ❑ Individual System O Repair 0 Masonry SEP Perk# O Demolition ❑ Other Bedrooms: Water Supply: Existing: ► -Seth 0 Private well U Two Party Type of Heat: Proposed: (� i 'Public E/cc- Z Total: - I Name of System: OW sr Ulm o 05 if thls Is a Commercial Protect you must ans_w_gr the follgwlno: Number of Perking Spaces: Current- Proposed: Number of Ap_A Parking Spaces: Number of occupants(includes owners.tenants,employees,etc) Current - Proposed IBC Occupancy: IBC Type of construction: Will you have Food Service? Yea / Ng If thll is a Prooene Tank and/or Appliance Installation perm Intrkll hero below that apply: O Underground Tank zeAbove ground Tank Site of Propane Tank: /7-0,41. O Heat Stove ❑ Cook Stove U Woodstove O Fireplace Insert 0 Hot Water Tank ID Pellet Stove O Other Is this appliance bailee Installed In a a•Manufatcttmasl/Motile Nome? Yes I No Maw applying fora permit to Install a propene gunk you Bust also submit a site plan showing all pf the buildings,all property lines,tank location and size,distances front the ►ak to all property lines,buildings and seplla system aoillponelitg, including the reserve amt. —e_ Y ,s< i a ,',Wfc;.':•' •tsJ_,.-` .$ y�4,1t '' .:'�7T( '; a u .1 � i$ uareFootage , ;. t ; . Y� . , ",,'' t11 ',''..;. — Current r ,.: r, 4V u Pr°PSedrs ." r � �a,., ?;� �.'��i�`,ttiyry .� Tor.,.,.�� .e 4Mwi• i IY� ^ ,; taVs � i � � � l,, n u Vii I. / 7% / i;iXS �� , ' i0. e ' gi41tii &fi1 '0 o: ..,1 ; i yT" _, ,: r„'1:,}r..-im fi �G p . N + ii'? ker ?tn.•2"u Floor nn .1 , .; ' :',?;,yh5 � r• : > ?' ,", ,, I 'A- e Floor ;�.,�., _ - _ ,,,:,�'� :� ' ;«.'���.;�°y, ,;, ,�.., ��e�•,, .,; tin :r , ;.. '.tit "rf,F1'r�,,,`4y: fi Yi,.%�".. _ •.y�: �'' ftir-ro'.` 1r�5'�`. 'fir.:b rf, {� 'P ti> —Mezzanine: • �:' .ut•` / 'J.'.". • :,: F, '�1 �':i 11" �'l�h • 1. yry.,L l,�i�t.. /,:,. r: •. ;:e^ ;,- ..;ti.r2,:ii.:, , ��nrw`:;;r.1_o k',: :a.w. R;., •dA, ,i,,•, �;..J�4?:>`e-,�~ir :'�, .T, •C... „� :x^.�- ''`.",�:' 'N-��'�i'!�r=7�?"�+� '<1 ��1'�. �1:, P''�`°,.,".y�,�•! Heated Basement 4 ;ei.7'r ~" `0 ''' .- c ��•. r- .fi+'.�.�! ��� .t,: ,,'STi :0.'L;l:•y\f7•'St+l ti%C�i'.u..>�` anc< a,o:ia�'?.��,��,y,c: �• 44 .Y'.� ,,�� ' i,':�.;_,;�°: ,''i,� :'rn,� s"��,-,'-4: •f.-� .r.+1.Ur,yi. 1 �f..•1 or aW',.+.;9,r, :1.. Unheated Basement rat,,,. ;t,�.�v .�'r� ����a,,;r .�,,;a;.y x -:r"�;,�,a tr }� �'. ,� r r.. ,4i ,�.,.• < . �;•;pia: .:k 'e� r d�k,;t..,a', «- r:n :1::. t. '• ' ,.l: //SF:a' t:t t;,1 l Y. 10?. ✓b 4,,';, w 0 . :. \'.�)'.a�' .�- .J j� I�jj.y;y�. ,y�yr �:`.: 1 F 1- !�1 , 1 .! � ,;w. { `,�i'� tC,/ "�t�•e?� yt'u T1 ' ri 1� �''"�i�C �it'.+rt Other Unheated 4 ? ,4 7 n'd 'l � 3? : `cl,i, Q r, t �A1y,.: p ,f � tt �� �A-: �'� rh,:i...4k, ���±��.�` .77�'`'!.�'`r3k;>,1"f,;' a��i;�l�, '4r:,. ; it�m{�•gF�! i. Ga e/ry,�,e rt J n} ;:'1 :!1}'-.. , ,Y.\x• ,', f'_, > q:`�n'•'"/Y: � I..• � r e llu.M 82•...i.' Decks ,, 1�?' , _.,...w ,,!r�itif ' -;' ; ), Other _ wn .' j ,;;;;4 -lv ,yy��,,,,'� �,' •�;'' ES�7 MATED COST(REQUIRED) uy;a _ r :, ° •' cs:' -''�,":':�{ ?!L'r cFak mas*ef woe of aM labor and matewte!ss f w-ir*Eitio'to finish_ ?. , _I'r? .^.1k,, :;.•:^:f�•.,,. . +' l:i;. i GAPamint Dar\FoRmS\D D FORMS\Mistef Appltcldan - oc 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 SHALL BE INSTALLED PRI OR TO BEGINNING EGI WING CONSTRUCTION. IN ADDITION, EQUIPMENT FOR THE CLEANING OF PUBLIC ROAD WAYS SHA LLBE 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 SIDING 11 y2 i 3 n 1 y2 X 5y2'Z WISH GR E N Z STABILIZATION NOTES CONTROL MEASURE: STABILIZED CONSTRUCTION ENTRANCE. PURPOSE: REDUCES THE AMOUNT OF DEBRIS TRANSPORTED ONTO PUBLIC ROADS FROM CONSTRUCTION EQUIPMENT BY ACTION OF VEHICLE TIRES TRAVELING OVER GRAVEL PAD REMOVING MOST MUD AND DEBRIS FROM TIRES. DESIGN CRITERIA/SPECIFICATIONS: DESIGN: (1) SEE DETAIL 2-C-1, (2) STABILIZED CONSTRUCTION ENTRANCES SHOULD BE LOCATED WHEREVER VEHICLE ACCESS ROUTES INTERSECT PAVED ROADS; (3) MATERIAL SHOULD BE QUARRY SPALLS 4- - 8- SIZE; (4) THE ROCK PAD SHOULD BE AT EAST 12--INCHES THICK AND 100 FEET IN LENGTH. LENGTH MAY BE REDUCED TO 50-FEET FOR SITES WITH MINOR GRADING (LESS THAN 1 ACRE OF EXPOSED SOIL); (5) WIDTH SHOULD BE THE FULL WIDTH OF THE VEHICLEINGRESS G ESS AND EGRESS AREA. MINIMUM WIDTH SHOULD BE 20-FEET. ADDITIONAL 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 ENTRANCE OR FROM TIRE WASHING; (2) IF THE ROCK PAD DOES NOT ADEQUATELY REMOV E TFI E 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 RO CK AND WAS WATER SHOULD DRAIN TO A SEDIMENT RETENTION TEN ON FACILITY 3 STREET CLEANING EQU IPMENT MENT MOULD BE AVAILABLE A REQUIRED. () S EQ ED. MAINTENANCE: (1) ENTRANCES MAY REQUIRE PERIODIC TOP DRESSING WITH 2-INCH STONE, AS NECESSARY TO PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC ROADWAYS; (2) IF SEDIMENT IS TRANSPORTED ONTO A ROAD SURFACE, THE ROADS SHALL BE CLEANED THOROUGHLY AS A MINIMUM AT THE END OF EACH DAY. SEDIMENT SHOULD BE REMOVED FROM ROADS BY SHOVELING OR SWEEPING. STREET WASHING SHOULD TAKE PLACE ONLY AFTER SEDIMENT HAS BEEN REMOVED AS DESCRIBED ABOVE; (3) ANY ROCK SPALLS THAT ARF'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 M H 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 Or 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 SLJR17ACING 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. O CONTROL MEASURE: DUST CONTROL CRAWL SPACE ` 3 PURPOSE: PREVENTS SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES ELEV.e 166.5' DESIGN CRITERIA/SPECIFICATIONS: (1) MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH USE OF TEMPORARY GROUND COVER AND OTHER TEMPORARY STABILIZATION PRACTICES. (SEE FOOTING DRAIN - 4' PERFORATED PIPE AROUND 80°r' GROUND BMWS) (2) SITE SHOULD BE SPRINKLED WITH WATER UNTIL SURFACE IS WET. ENTIRE PERIMETER, WITH WASHED ROCK BACKFlLL REPEAT AS NEEDED. TO PREVENT CARRYOUT OF MUD ONTO STREET, REFER TO STABIUZED DRAIN TO DISPERSAL TRENCH CONSTRUCTION ENTRANCE BMP IN THIS SECTION. (3) SPRAY EXPOSED SOIL AREAS WITH AN TYPICAL BUILDING/GRADE RELATIONSHIPS A.F'I-10PRIATE DUST PALLIATIVE. NOTE: OIL IS PROHIBITED FOR USE AS A PALLIATIVE. N.T.B. 6,-0" S' X 2" X 1" POSTS CKINTROL MEASURE: LIMIT CLEARING OF SITE. PURPOSE: REDUCES LIKELIHOOD OF, OR EXTENT OF, TURBIDITY IN DOWNSTREAM [:SFRTED STORMWATTR BY MINIMIZING THE SOURCE OF SILT PICKED UP ON SURFACE RUNOFF. 2FEET6-0O GROUND DESIGN CRITERIA/SPECIFICATIONS: CLEARING MOULD BE LIMITED TO THE MINIMUM AREA NECESSARY TO PERFORM WORK AND IMMEDIATELY RE Ili,7414 Tqll 111111�11W Irma Ills, -L ........... FILTER FABRI ......... WERE NEES ............ NOTE: g„ SH,T INTERCEPT SWALE MAY HE SUBSTITUTED FOR SILT FENCE WHERE APPROPRIATE, SILT FENCE 2 N.T.B. � NO RO�_.C65;559e STRAW BALES AS REQUIRED NAVD88 NGS "JCIA" VEGETATE CLEARED AREAS. WREN 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 COPSTRUCTON SHOULD BE IMMEDIATELY REVEGETATED OR OTHERWISE STABILIZED. 4 CONTROL MEASURE: COVER AREAS LEFT UNWORKED FOR MORE THAN 48 HOURS. (SEE ALSO MULCHING, SODDING, PLASTIC SHEETING BMP'S). PERIMETER BACE:FELL 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 POSITION FILTER FABRIC FENCES. OVER ENTIRE TRENCH DESIGN CRITERIA/SPECIFTCATONS: DURING THE THE PERIOD OF OCTOBER 1 THROUGH APRIL ♦1" WITH NATIVE MATERIAL. 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 p LEFT UNATTENDED. T.'PFo COHTI":OL MEASURE: MULCHING. (SEE ALSO NETS AND MATS). q.Qlpsp PURPOSE: MULCHING PROVIDES IMMEDIATE TEMPORARY PROTECTION TO EXPOSED AREAS AND ALLOWS OsF ~,i}BF CONSERVING MOISTURE. MODERATING SOIL ATURES. AND PROTECTIONAND SEEDED AREAS Y HOLDING FERTILIZER. SEED AND TOPSOIL N PLACE. 0 O,p' DESIGN CRITERIA/SPECIFICATIONS R- 25' MIN. �u DESIGN: (1) PREPARE SOIL AS FOR SEEDING; (2) FOR APPLICATION RATES AND 12' MIN. SPECIFICATIONS, SEE TABLE 3-1**; (3) NETS AND MATS USED IN CONJUNCTION WITH MULCH %IOULD 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 8" QUARRY SPAU ° 15 �YN AI a. TIMES OF THE YEAR. MATERIALS (1) HAY OR STRAW: USE STRAW WHERE MULCH EFFECT IS TO BE MAINTAINED ppuVIDE FULL WIDTH OF FOR MORE THAN 3 MONTHS. HAY AND STRAW ARE SUBJECT TO WIND BLOWING UNLESS KEPT 114GRESS/EGRESS AREA MOIST OR TIED DOWN. THEY ARE THE MOST COMMON AND WIDELY USED MULCHING 1AA'1RIAL; GOOD FOR EROSION CONTROL IN CRITICAL AREAS. ANCHOR BY CRIMPING, DISONG, STABILIZED CONSTRUCTION ENTRANCE ROILING 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 N.T.S. r!B102S): WHEN USED FOR EROSION CONTROL ON CRITICAL AREAS, THE APPUCA71ON 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 STAKE BALES TO MAINTAIN POSITION PLANTS AND ORNAMENTALS, USE WHERE SUBJECT TO FOOT TRAFFIC; (4) CORN STALKS: AS REQUIRED (2 STAKES /BALE ) CHIPS OCDANNOT BE CLOSELY MOWED. DECOMPOSES DECOMPOSE SLOWLY AND RESISTS DO OTWNDBLOW REQU RE TACKING. WOOD DOES NOT PROVIDE NITROGEN TO SEEDS UNLESS TREATED. TENDS TO WASH DOWN SLOPES STEEPER THAN 6% (6) BARK CHIPS/SHREDDED BARK: CANNOT BE CLOSELY MOWED. ADDITIONAL NITROGEN FOR SEEDS NOT REQUIRED. TENDS TO WASH DOWN SLOPES STEEPER _I , ,• 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 I 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 PERICDICALLY, ESPECIALLY 1'-0" MIN. FREEBOARD FOLLOWING SEVERE STORMS, WHEN DAMAGED AREAS OF MULCH OR TIE -DOWN MATERIAL SHOULD BE REPAIRED. NO SCALE STRAW BALE SWALE **-SEE TABLE 3-1, THIS SHEET (USE AS REQUIRED) N.T.S. STABILIZATION NOTES (CONTD.) CONTROL MEASURE: TEMPORARY EROSION CONTROL SEEDING. (SEE ALSO TOPSOIUNG, SURFACE ROUGHENING, MULCHING, PLASTIC SHEETING AND NETS AND MATS). PURPOSE: REDUCES ERO=N AND SEDIMENTATION BY TEMPORARILY STABILIZING EXPOSED SOILS FOR UP TO 1 YEAR. DESIGN CRITERIA/SPECIFICATIONS: (1) SEEDING CAN BE DONE DURING THE PERIOD OF MARCH 1 THROUGH SEPTEMBER 30 (IF PLANTED BETWEEN MAY 15 AND AUGUST 15 IRRIGATION MAY BE REQUIRED). SEEDING CAN SOMETIMES ALSO BE DONE SUCCESSFULLY DURING THE REMAINDER OF THE YEAR, OCTOBER 1 THROUGH FEBRUARY 29. 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-FERT11ZER MIXTURES MAY ALSO BE USED: (4) SOIL AMENDM N E TS/FERTIUZERS .SHOULD BE APPLIED AS RECOMMENDED BY SUPPLIERS. WHEN SEEDING OVER SUBSOIL (WITHOUT TOPSOIL), AVOID OVER -FERTILIZING, ESPECIALLY NEAR AQUATIC FEATURE S. ES. INSTEAD, USE MU LCH 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: PLASTIC SHEETING PURPOSE: PROVIDES IMMEDIATE TEMPORARY EROSION PROTECTION TO SLOPES AND DISTURBED AREAS THAT CA14NOT BE COVERED BY MULCHING. ALSO, PROTECTS DISTURBED AREAS WHICH REQUIRE COVERING DURING PERIODS OF INACTIVITY IN RANTER 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/SPECIFICATIONS: (1) PLASTIC SHEETING SHOULD HAVE A MINIMUM THICKNESS OF 6 MIL AND WEFT 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. MAXIMUM 10 FOOT GRID SPACING IN ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGH7M 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 CQ'.ERING MUST BE CHECKED OFTEN FOR RIPS AND PLACES WHERE THE PLASTIC MAY BE DISLODGE,). CONTACT BETWEEN THE PLASTIC AND THE GROUND SHOULD ALWAYS BE MAINTAINED. ANY AIR BUBBLES FOUND SHOULD BE REMOVED IMMEDIATELY OR THE PLASTIC MAY RIP DURWK THE NEXT WINDY PERIOD. RE -ANCHOR OR REPLACE AS NECESSARY. *'-SEE TABLE 3-2, THIS SHEET TABLE 3-1 MULCH MATERIAL, APPLICATION RATES AND SPECIFICATIONS MULCH MATERIAL QUAULTY APPLICATION APPLICATION RATES DEPTH OF STANDARDS RATES PER ACRE APPLICATION PER 1000 SO 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 LBS. 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% 92% BOX ANNUAL RYE (LOLIUM 40% 98% 90% MULTIFODUM) CHEWINGS FESCUE (FESTUCA 4OX 97X —�- 80% REBRA COMMUTATA) JAMESTOWN. BANNER, SHADDOW OR KOKET WHIITE FODUDUTCH CLOVER 10% 96X 90% (TR Legend m WIN INS = = = INE ININ PROPOSED CULVERT — — — — — — SURFACE DRAINAGE DS DOWN SPOUTS TO CATCH BAST: IN 6" DIA., PVC PIPE e Ia SILT FENCE, SEE DETAIL 2 \ STRAW BALES, SEE DETAIL C 4A j ---------------- CLEARING LIMITS �y ASPHALT SURFACE CONCRETE SURFACE SS PROPOSED SANITARY SEWER LINE W PROPOSED WATER LINE © PROPOSED 120 GAL PROPANE TANK As Requ , r-- 4 <.' S W 5'00" E I ------------ -------- ----- c c Q O - Q l `SSA 2500 —DS- o _ g 17.88' g cli 2.00' 9.00' ropos d Resi ence / FF -1 8,00 / - .OD' Footin Drain = 16 .50 (Drain o Dispersal rench) ' of ?2 4.00' 4.00' C8I-TYPF•30 2% Mid.. \ , -7 \1 ' ' , • ' , 30,00' C• �%o n c DS - %13 —�- ----�� �_-------���------------ ����� --------------------••-- S 89035'000 (1) Oil Grease & Sed ent Insert (1130m head Mfg. Co., r Equal) Re lace as requir CLEARE AREA 1 .734 SO. FT. IMPERVI S AREA 920 SQ. FT. Site Plan GRAPHIC SCALE ( IN FEET ) 1 inch = 10 ft AMENDED - JULY 7. 2005 - EXPIRES: JUNE 7, 2006 JUL - 8 7 1 0 ' Vicinity Mapes NOTES: YARD DRAINS I TO BE CONSTRUCTED FROM CONCRETE PIPE N ACCORDANCE WITH C 14 UNLESS OTHERWISE SHOWN \ / ON THE PLANS OR NOTED IN THE SPECIFICATIONS. ,yl CUTOUT HOLE SIZE IS EQUAL OUTLET PIPE OUTSIDE f LAN VIEW DIAMETER PLUS YARD DRAIN WALL THICKNESS. ® CONNECTION TO OUTLET PIPE TO BE MORTARED AND 4 MADE FLUSH WITH INSIDE OF THE YARD DRAIN WALL FINISHED GRADE CAST IRON BELL GRATE. FITS ® (TENDS FLUSH )WITH FACE OF BELL THE CRATE SHALLar VµEDSLOTS .. 1 INLETT ELLSURFACESHALL BE FlNSHHEDNT OTO ASSURE NON-RROCWNG FIT WITH ANY COVER POSITION. ® WASHED DRAIN ROCK. 6 INCHES MINIMUM DEPTH. n ® VARIES 72 INCHES OR 18 INCHES. � SPECIAL CAST YARD DRAIN MAY BE REQUIRED FOR MULTIPLE PIPE CONNECTIONS. YARD DRAIN IS NOT PERMITTED WITHIN THE RIGHT-OF-WAY. 5 ELEVATION VIEW YARD DRAIN CONNECTIONS EMERGENCY CONTACT PERSON JEFF EVANGER PHONE: 1-360-437-2101/ CO2-TYPE O @ �- by DL'PI•. I 1 CLIENT 78.21' 13,734 SF +/- dated ;1 am d IS O O O LU n r'1 MacLearnsberry Engineering, P.S. Port Ludlow Associates Chit Engineers o Planners Stormwater Site Plan (SWPPP) 159 Wyatt Way NE 13"ridge island, WA 98110 Lot 16, Wheeler Drive phone: (206) 842-5514 facsimile: (206) 780-2408 DRAWN BY CAH DATE June 9, 2005 'TDB NO 25510 CHECKED BY MCM SCALE 1"=10' SHEET I OF 2 /, R- 25' MIN. �u DESIGN: (1) PREPARE SOIL AS FOR SEEDING; (2) FOR APPLICATION RATES AND 12' MIN. SPECIFICATIONS, SEE TABLE 3-1**; (3) NETS AND MATS USED IN CONJUNCTION WITH MULCH %IOULD 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 8" QUARRY SPAU ° 15 �YN AI a. TIMES OF THE YEAR. MATERIALS (1) HAY OR STRAW: USE STRAW WHERE MULCH EFFECT IS TO BE MAINTAINED ppuVIDE FULL WIDTH OF FOR MORE THAN 3 MONTHS. HAY AND STRAW ARE SUBJECT TO WIND BLOWING UNLESS KEPT 114GRESS/EGRESS AREA MOIST OR TIED DOWN. THEY ARE THE MOST COMMON AND WIDELY USED MULCHING 1AA'1RIAL; GOOD FOR EROSION CONTROL IN CRITICAL AREAS. ANCHOR BY CRIMPING, DISONG, STABILIZED CONSTRUCTION ENTRANCE ROILING 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 N.T.S. r!B102S): WHEN USED FOR EROSION CONTROL ON CRITICAL AREAS, THE APPUCA71ON 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 STAKE BALES TO MAINTAIN POSITION PLANTS AND ORNAMENTALS, USE WHERE SUBJECT TO FOOT TRAFFIC; (4) CORN STALKS: AS REQUIRED (2 STAKES /BALE ) CHIPS OCDANNOT BE CLOSELY MOWED. DECOMPOSES DECOMPOSE SLOWLY AND RESISTS DO OTWNDBLOW REQU RE TACKING. WOOD DOES NOT PROVIDE NITROGEN TO SEEDS UNLESS TREATED. TENDS TO WASH DOWN SLOPES STEEPER THAN 6% (6) BARK CHIPS/SHREDDED BARK: CANNOT BE CLOSELY MOWED. ADDITIONAL NITROGEN FOR SEEDS NOT REQUIRED. TENDS TO WASH DOWN SLOPES STEEPER _I , ,• 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 I 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 PERICDICALLY, ESPECIALLY 1'-0" MIN. FREEBOARD FOLLOWING SEVERE STORMS, WHEN DAMAGED AREAS OF MULCH OR TIE -DOWN MATERIAL SHOULD BE REPAIRED. NO SCALE STRAW BALE SWALE **-SEE TABLE 3-1, THIS SHEET (USE AS REQUIRED) N.T.S. STABILIZATION NOTES (CONTD.) CONTROL MEASURE: TEMPORARY EROSION CONTROL SEEDING. (SEE ALSO TOPSOIUNG, SURFACE ROUGHENING, MULCHING, PLASTIC SHEETING AND NETS AND MATS). PURPOSE: REDUCES ERO=N AND SEDIMENTATION BY TEMPORARILY STABILIZING EXPOSED SOILS FOR UP TO 1 YEAR. DESIGN CRITERIA/SPECIFICATIONS: (1) SEEDING CAN BE DONE DURING THE PERIOD OF MARCH 1 THROUGH SEPTEMBER 30 (IF PLANTED BETWEEN MAY 15 AND AUGUST 15 IRRIGATION MAY BE REQUIRED). SEEDING CAN SOMETIMES ALSO BE DONE SUCCESSFULLY DURING THE REMAINDER OF THE YEAR, OCTOBER 1 THROUGH FEBRUARY 29. 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-FERT11ZER MIXTURES MAY ALSO BE USED: (4) SOIL AMENDM N E TS/FERTIUZERS .SHOULD BE APPLIED AS RECOMMENDED BY SUPPLIERS. WHEN SEEDING OVER SUBSOIL (WITHOUT TOPSOIL), AVOID OVER -FERTILIZING, ESPECIALLY NEAR AQUATIC FEATURE S. ES. INSTEAD, USE MU LCH 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: PLASTIC SHEETING PURPOSE: PROVIDES IMMEDIATE TEMPORARY EROSION PROTECTION TO SLOPES AND DISTURBED AREAS THAT CA14NOT BE COVERED BY MULCHING. ALSO, PROTECTS DISTURBED AREAS WHICH REQUIRE COVERING DURING PERIODS OF INACTIVITY IN RANTER 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/SPECIFICATIONS: (1) PLASTIC SHEETING SHOULD HAVE A MINIMUM THICKNESS OF 6 MIL AND WEFT 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. MAXIMUM 10 FOOT GRID SPACING IN ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGH7M 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 CQ'.ERING MUST BE CHECKED OFTEN FOR RIPS AND PLACES WHERE THE PLASTIC MAY BE DISLODGE,). CONTACT BETWEEN THE PLASTIC AND THE GROUND SHOULD ALWAYS BE MAINTAINED. ANY AIR BUBBLES FOUND SHOULD BE REMOVED IMMEDIATELY OR THE PLASTIC MAY RIP DURWK THE NEXT WINDY PERIOD. RE -ANCHOR OR REPLACE AS NECESSARY. *'-SEE TABLE 3-2, THIS SHEET TABLE 3-1 MULCH MATERIAL, APPLICATION RATES AND SPECIFICATIONS MULCH MATERIAL QUAULTY APPLICATION APPLICATION RATES DEPTH OF STANDARDS RATES PER ACRE APPLICATION PER 1000 SO 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 LBS. 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% 92% BOX ANNUAL RYE (LOLIUM 40% 98% 90% MULTIFODUM) CHEWINGS FESCUE (FESTUCA 4OX 97X —�- 80% REBRA COMMUTATA) JAMESTOWN. BANNER, SHADDOW OR KOKET WHIITE FODUDUTCH CLOVER 10% 96X 90% (TR Legend m WIN INS = = = INE ININ PROPOSED CULVERT — — — — — — SURFACE DRAINAGE DS DOWN SPOUTS TO CATCH BAST: IN 6" DIA., PVC PIPE e Ia SILT FENCE, SEE DETAIL 2 \ STRAW BALES, SEE DETAIL C 4A j ---------------- CLEARING LIMITS �y ASPHALT SURFACE CONCRETE SURFACE SS PROPOSED SANITARY SEWER LINE W PROPOSED WATER LINE © PROPOSED 120 GAL PROPANE TANK As Requ , r-- 4 <.' S W 5'00" E I ------------ -------- ----- c c Q O - Q l `SSA 2500 —DS- o _ g 17.88' g cli 2.00' 9.00' ropos d Resi ence / FF -1 8,00 / - .OD' Footin Drain = 16 .50 (Drain o Dispersal rench) ' of ?2 4.00' 4.00' C8I-TYPF•30 2% Mid.. \ , -7 \1 ' ' , • ' , 30,00' C• �%o n c DS - %13 —�- ----�� �_-------���------------ ����� --------------------••-- S 89035'000 (1) Oil Grease & Sed ent Insert (1130m head Mfg. Co., r Equal) Re lace as requir CLEARE AREA 1 .734 SO. FT. IMPERVI S AREA 920 SQ. FT. Site Plan GRAPHIC SCALE ( IN FEET ) 1 inch = 10 ft AMENDED - JULY 7. 2005 - EXPIRES: JUNE 7, 2006 JUL - 8 7 1 0 ' Vicinity Mapes NOTES: YARD DRAINS I TO BE CONSTRUCTED FROM CONCRETE PIPE N ACCORDANCE WITH C 14 UNLESS OTHERWISE SHOWN \ / ON THE PLANS OR NOTED IN THE SPECIFICATIONS. ,yl CUTOUT HOLE SIZE IS EQUAL OUTLET PIPE OUTSIDE f LAN VIEW DIAMETER PLUS YARD DRAIN WALL THICKNESS. ® CONNECTION TO OUTLET PIPE TO BE MORTARED AND 4 MADE FLUSH WITH INSIDE OF THE YARD DRAIN WALL FINISHED GRADE CAST IRON BELL GRATE. FITS ® (TENDS FLUSH )WITH FACE OF BELL THE CRATE SHALLar VµEDSLOTS .. 1 INLETT ELLSURFACESHALL BE FlNSHHEDNT OTO ASSURE NON-RROCWNG FIT WITH ANY COVER POSITION. ® WASHED DRAIN ROCK. 6 INCHES MINIMUM DEPTH. n ® VARIES 72 INCHES OR 18 INCHES. � SPECIAL CAST YARD DRAIN MAY BE REQUIRED FOR MULTIPLE PIPE CONNECTIONS. YARD DRAIN IS NOT PERMITTED WITHIN THE RIGHT-OF-WAY. 5 ELEVATION VIEW YARD DRAIN CONNECTIONS EMERGENCY CONTACT PERSON JEFF EVANGER PHONE: 1-360-437-2101/ CO2-TYPE O @ �- by DL'PI•. I 1 CLIENT 78.21' 13,734 SF +/- dated ;1 am d IS O O O LU n r'1 MacLearnsberry Engineering, P.S. Port Ludlow Associates Chit Engineers o Planners Stormwater Site Plan (SWPPP) 159 Wyatt Way NE 13"ridge island, WA 98110 Lot 16, Wheeler Drive phone: (206) 842-5514 facsimile: (206) 780-2408 DRAWN BY CAH DATE June 9, 2005 'TDB NO 25510 CHECKED BY MCM SCALE 1"=10' SHEET I OF 2 /, TABLE 3-2 TEMPORARY EROSION CONTROL SEED MIXTURE NAME PROPORTIONS BY PERCENT PERCENT WEIGHT PURITY GERMINATION REDTOP (AGROSTIS ALBE) 10% 92% BOX ANNUAL RYE (LOLIUM 40% 98% 90% MULTIFODUM) CHEWINGS FESCUE (FESTUCA 4OX 97X —�- 80% REBRA COMMUTATA) JAMESTOWN. BANNER, SHADDOW OR KOKET WHIITE FODUDUTCH CLOVER 10% 96X 90% (TR Legend m WIN INS = = = INE ININ PROPOSED CULVERT — — — — — — SURFACE DRAINAGE DS DOWN SPOUTS TO CATCH BAST: IN 6" DIA., PVC PIPE e Ia SILT FENCE, SEE DETAIL 2 \ STRAW BALES, SEE DETAIL C 4A j ---------------- CLEARING LIMITS �y ASPHALT SURFACE CONCRETE SURFACE SS PROPOSED SANITARY SEWER LINE W PROPOSED WATER LINE © PROPOSED 120 GAL PROPANE TANK As Requ , r-- 4 <.' S W 5'00" E I ------------ -------- ----- c c Q O - Q l `SSA 2500 —DS- o _ g 17.88' g cli 2.00' 9.00' ropos d Resi ence / FF -1 8,00 / - .OD' Footin Drain = 16 .50 (Drain o Dispersal rench) ' of ?2 4.00' 4.00' C8I-TYPF•30 2% Mid.. \ , -7 \1 ' ' , • ' , 30,00' C• �%o n c DS - %13 —�- ----�� �_-------���------------ ����� --------------------••-- S 89035'000 (1) Oil Grease & Sed ent Insert (1130m head Mfg. Co., r Equal) Re lace as requir CLEARE AREA 1 .734 SO. FT. IMPERVI S AREA 920 SQ. FT. Site Plan GRAPHIC SCALE ( IN FEET ) 1 inch = 10 ft AMENDED - JULY 7. 2005 - EXPIRES: JUNE 7, 2006 JUL - 8 7 1 0 ' Vicinity Mapes NOTES: YARD DRAINS I TO BE CONSTRUCTED FROM CONCRETE PIPE N ACCORDANCE WITH C 14 UNLESS OTHERWISE SHOWN \ / ON THE PLANS OR NOTED IN THE SPECIFICATIONS. ,yl CUTOUT HOLE SIZE IS EQUAL OUTLET PIPE OUTSIDE f LAN VIEW DIAMETER PLUS YARD DRAIN WALL THICKNESS. ® CONNECTION TO OUTLET PIPE TO BE MORTARED AND 4 MADE FLUSH WITH INSIDE OF THE YARD DRAIN WALL FINISHED GRADE CAST IRON BELL GRATE. FITS ® (TENDS FLUSH )WITH FACE OF BELL THE CRATE SHALLar VµEDSLOTS .. 1 INLETT ELLSURFACESHALL BE FlNSHHEDNT OTO ASSURE NON-RROCWNG FIT WITH ANY COVER POSITION. ® WASHED DRAIN ROCK. 6 INCHES MINIMUM DEPTH. n ® VARIES 72 INCHES OR 18 INCHES. � SPECIAL CAST YARD DRAIN MAY BE REQUIRED FOR MULTIPLE PIPE CONNECTIONS. YARD DRAIN IS NOT PERMITTED WITHIN THE RIGHT-OF-WAY. 5 ELEVATION VIEW YARD DRAIN CONNECTIONS EMERGENCY CONTACT PERSON JEFF EVANGER PHONE: 1-360-437-2101/ CO2-TYPE O @ �- by DL'PI•. I 1 CLIENT 78.21' 13,734 SF +/- dated ;1 am d IS O O O LU n r'1 MacLearnsberry Engineering, P.S. Port Ludlow Associates Chit Engineers o Planners Stormwater Site Plan (SWPPP) 159 Wyatt Way NE 13"ridge island, WA 98110 Lot 16, Wheeler Drive phone: (206) 842-5514 facsimile: (206) 780-2408 DRAWN BY CAH DATE June 9, 2005 'TDB NO 25510 CHECKED BY MCM SCALE 1"=10' SHEET I OF 2 /, Legend m WIN INS = = = INE ININ PROPOSED CULVERT — — — — — — SURFACE DRAINAGE DS DOWN SPOUTS TO CATCH BAST: IN 6" DIA., PVC PIPE e Ia SILT FENCE, SEE DETAIL 2 \ STRAW BALES, SEE DETAIL C 4A j ---------------- CLEARING LIMITS �y ASPHALT SURFACE CONCRETE SURFACE SS PROPOSED SANITARY SEWER LINE W PROPOSED WATER LINE © PROPOSED 120 GAL PROPANE TANK As Requ , r-- 4 <.' S W 5'00" E I ------------ -------- ----- c c Q O - Q l `SSA 2500 —DS- o _ g 17.88' g cli 2.00' 9.00' ropos d Resi ence / FF -1 8,00 / - .OD' Footin Drain = 16 .50 (Drain o Dispersal rench) ' of ?2 4.00' 4.00' C8I-TYPF•30 2% Mid.. \ , -7 \1 ' ' , • ' , 30,00' C• �%o n c DS - %13 —�- ----�� �_-------���------------ ����� --------------------••-- S 89035'000 (1) Oil Grease & Sed ent Insert (1130m head Mfg. Co., r Equal) Re lace as requir CLEARE AREA 1 .734 SO. FT. IMPERVI S AREA 920 SQ. FT. Site Plan GRAPHIC SCALE ( IN FEET ) 1 inch = 10 ft AMENDED - JULY 7. 2005 - EXPIRES: JUNE 7, 2006 JUL - 8 7 1 0 ' Vicinity Mapes NOTES: YARD DRAINS I TO BE CONSTRUCTED FROM CONCRETE PIPE N ACCORDANCE WITH C 14 UNLESS OTHERWISE SHOWN \ / ON THE PLANS OR NOTED IN THE SPECIFICATIONS. ,yl CUTOUT HOLE SIZE IS EQUAL OUTLET PIPE OUTSIDE f LAN VIEW DIAMETER PLUS YARD DRAIN WALL THICKNESS. ® CONNECTION TO OUTLET PIPE TO BE MORTARED AND 4 MADE FLUSH WITH INSIDE OF THE YARD DRAIN WALL FINISHED GRADE CAST IRON BELL GRATE. FITS ® (TENDS FLUSH )WITH FACE OF BELL THE CRATE SHALLar VµEDSLOTS .. 1 INLETT ELLSURFACESHALL BE FlNSHHEDNT OTO ASSURE NON-RROCWNG FIT WITH ANY COVER POSITION. ® WASHED DRAIN ROCK. 6 INCHES MINIMUM DEPTH. n ® VARIES 72 INCHES OR 18 INCHES. � SPECIAL CAST YARD DRAIN MAY BE REQUIRED FOR MULTIPLE PIPE CONNECTIONS. YARD DRAIN IS NOT PERMITTED WITHIN THE RIGHT-OF-WAY. 5 ELEVATION VIEW YARD DRAIN CONNECTIONS EMERGENCY CONTACT PERSON JEFF EVANGER PHONE: 1-360-437-2101/ CO2-TYPE O @ �- by DL'PI•. I 1 CLIENT 78.21' 13,734 SF +/- dated ;1 am d IS O O O LU n r'1 MacLearnsberry Engineering, P.S. Port Ludlow Associates Chit Engineers o Planners Stormwater Site Plan (SWPPP) 159 Wyatt Way NE 13"ridge island, WA 98110 Lot 16, Wheeler Drive phone: (206) 842-5514 facsimile: (206) 780-2408 DRAWN BY CAH DATE June 9, 2005 'TDB NO 25510 CHECKED BY MCM SCALE 1"=10' SHEET I OF 2 /, As Requ , r-- 4 <.' S W 5'00" E I ------------ -------- ----- c c Q O - Q l `SSA 2500 —DS- o _ g 17.88' g cli 2.00' 9.00' ropos d Resi ence / FF -1 8,00 / - .OD' Footin Drain = 16 .50 (Drain o Dispersal rench) ' of ?2 4.00' 4.00' C8I-TYPF•30 2% Mid.. \ , -7 \1 ' ' , • ' , 30,00' C• �%o n c DS - %13 —�- ----�� �_-------���------------ ����� --------------------••-- S 89035'000 (1) Oil Grease & Sed ent Insert (1130m head Mfg. Co., r Equal) Re lace as requir CLEARE AREA 1 .734 SO. FT. IMPERVI S AREA 920 SQ. FT. Site Plan GRAPHIC SCALE ( IN FEET ) 1 inch = 10 ft AMENDED - JULY 7. 2005 - EXPIRES: JUNE 7, 2006 JUL - 8 7 1 0 ' Vicinity Mapes NOTES: YARD DRAINS I TO BE CONSTRUCTED FROM CONCRETE PIPE N ACCORDANCE WITH C 14 UNLESS OTHERWISE SHOWN \ / ON THE PLANS OR NOTED IN THE SPECIFICATIONS. ,yl CUTOUT HOLE SIZE IS EQUAL OUTLET PIPE OUTSIDE f LAN VIEW DIAMETER PLUS YARD DRAIN WALL THICKNESS. ® CONNECTION TO OUTLET PIPE TO BE MORTARED AND 4 MADE FLUSH WITH INSIDE OF THE YARD DRAIN WALL FINISHED GRADE CAST IRON BELL GRATE. FITS ® (TENDS FLUSH )WITH FACE OF BELL THE CRATE SHALLar VµEDSLOTS .. 1 INLETT ELLSURFACESHALL BE FlNSHHEDNT OTO ASSURE NON-RROCWNG FIT WITH ANY COVER POSITION. ® WASHED DRAIN ROCK. 6 INCHES MINIMUM DEPTH. n ® VARIES 72 INCHES OR 18 INCHES. � SPECIAL CAST YARD DRAIN MAY BE REQUIRED FOR MULTIPLE PIPE CONNECTIONS. YARD DRAIN IS NOT PERMITTED WITHIN THE RIGHT-OF-WAY. 5 ELEVATION VIEW YARD DRAIN CONNECTIONS EMERGENCY CONTACT PERSON JEFF EVANGER PHONE: 1-360-437-2101/ CO2-TYPE O @ �- by DL'PI•. I 1 CLIENT 78.21' 13,734 SF +/- dated ;1 am d IS O O O LU n r'1 MacLearnsberry Engineering, P.S. Port Ludlow Associates Chit Engineers o Planners Stormwater Site Plan (SWPPP) 159 Wyatt Way NE 13"ridge island, WA 98110 Lot 16, Wheeler Drive phone: (206) 842-5514 facsimile: (206) 780-2408 DRAWN BY CAH DATE June 9, 2005 'TDB NO 25510 CHECKED BY MCM SCALE 1"=10' SHEET I OF 2 /, Vicinity Mapes NOTES: YARD DRAINS I TO BE CONSTRUCTED FROM CONCRETE PIPE N ACCORDANCE WITH C 14 UNLESS OTHERWISE SHOWN \ / ON THE PLANS OR NOTED IN THE SPECIFICATIONS. ,yl CUTOUT HOLE SIZE IS EQUAL OUTLET PIPE OUTSIDE f LAN VIEW DIAMETER PLUS YARD DRAIN WALL THICKNESS. ® CONNECTION TO OUTLET PIPE TO BE MORTARED AND 4 MADE FLUSH WITH INSIDE OF THE YARD DRAIN WALL FINISHED GRADE CAST IRON BELL GRATE. FITS ® (TENDS FLUSH )WITH FACE OF BELL THE CRATE SHALLar VµEDSLOTS .. 1 INLETT ELLSURFACESHALL BE FlNSHHEDNT OTO ASSURE NON-RROCWNG FIT WITH ANY COVER POSITION. ® WASHED DRAIN ROCK. 6 INCHES MINIMUM DEPTH. n ® VARIES 72 INCHES OR 18 INCHES. � SPECIAL CAST YARD DRAIN MAY BE REQUIRED FOR MULTIPLE PIPE CONNECTIONS. YARD DRAIN IS NOT PERMITTED WITHIN THE RIGHT-OF-WAY. 5 ELEVATION VIEW YARD DRAIN CONNECTIONS EMERGENCY CONTACT PERSON JEFF EVANGER PHONE: 1-360-437-2101/ CO2-TYPE O @ �- by DL'PI•. I 1 CLIENT 78.21' 13,734 SF +/- dated ;1 am d IS O O O LU n r'1 MacLearnsberry Engineering, P.S. Port Ludlow Associates Chit Engineers o Planners Stormwater Site Plan (SWPPP) 159 Wyatt Way NE 13"ridge island, WA 98110 Lot 16, Wheeler Drive phone: (206) 842-5514 facsimile: (206) 780-2408 DRAWN BY CAH DATE June 9, 2005 'TDB NO 25510 CHECKED BY MCM SCALE 1"=10' SHEET I OF 2 /, CO2-TYPE O @ �- by DL'PI•. I 1 CLIENT 78.21' 13,734 SF +/- dated ;1 am d IS O O O LU n r'1 MacLearnsberry Engineering, P.S. Port Ludlow Associates Chit Engineers o Planners Stormwater Site Plan (SWPPP) 159 Wyatt Way NE 13"ridge island, WA 98110 Lot 16, Wheeler Drive phone: (206) 842-5514 facsimile: (206) 780-2408 DRAWN BY CAH DATE June 9, 2005 'TDB NO 25510 CHECKED BY MCM SCALE 1"=10' SHEET I OF 2 /, /,