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HomeMy WebLinkAboutBLD2006-00005 • 1111, BUILDING PERMIT APPLICATION MLA0 Review Type:I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD06-00005 Received Date: 1/6/2006 SITE ADDRESS: RAINIER LN PORT LUDLOW, 98365 OWNER: PORT LUDLOW ASSOCIATES LLC PHONE: 360-437-2101 70 BREAKER LN PORT LUDLOW WA 983659766 PORT LUDLOW#1 AREA 4 SUBDIVISION: Block: Lot: 45 PARCEL NUMBER: 990404106 Section: 8 Township: 28 N Range: 01 E CONTRACTOR: PORT LUDLOW ASSOCIATES LLC PHONE: (360)437-2101 70 BREAKER LN PORT LUDLOW WA 98365 Contractor's License PORTLAL994L8 Expires 5/2/2006 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOI` NEW SFR W/ATT GAR TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,955 VALUATION 193,281.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 2003 HEAT BASE: HEAT TYPE: HTP OCCUPANCY: R-3 OCCUPANCY: UNHEATED: #OF STORIES: OTHER: CONST TYPE: 5N GARAGE: 516 SHORELINE: CONST TYPE: DECK: 250 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: SEW WATER SYSTEM: LUDLOW BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 2 Prop: 2 Total: 2 Total: 2 Routing Datei Le-_ ltsv JJ Type Amount Paid Bv: Date: Receipt: Approved/Date Plan Check $4.50 LYK 01/06/06 77296 APPROVED Potable Water Application $55.00 LYK 01/06/06 77296 Permit $1,585.15 LYK 01/06/06 77296 MAR a 3 2006 Total: $1,644.65 Jefferson County Manning Building D artment • • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD06-00005 Received Date 01/6/2006 SITE ADDRESS: 264 RAINIER LN Issue Date 03/23/2006 PORT LUDLOW, 98365 APPLICANT: PORT LUDLOW ASSOCIATES LLC PHONE: 360-437-2101 70 BREAKER LN PORT LUDLOW WA 983659766 SUBDIVISION: PORT LUDLOW#1 AREA 4 Block: Lot: 45 PARCEL NUMBER: 990404106 Section: 8 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/ATT GAR-120 GAL PROP TANK CALL IN FOR THE REQUIRE I SPEC ONS THAT APPLY TO YOUR PROJECT. SETBACKS: OK 4g/3/6 UFFER: OK 4/13/6 . Footing: FAILED �3/D '11-- LI-IL/ - 2 14 0/ Foundation: t* af//i70.4 Stormwater FINAL Approval: Fiforw, 12QAm f r1{4-fL/1-e-- 014 10-67 Underground Plumbing: Underground Insulation: Shear Wall : eJZ (9,,A-06 Sheathing: Framing: a0pe 2a Ok L715/9 DK 8/106# Plumbing: 1jk 6/4/ fi' Propane Tank/ Lines: ES el( 8 Dl Insulation: ft2111.0 dk 8 4 06 iP SEIQL Ok Fl 6/ di. Sheetrock: Septic Sytem Final Approval MUST be obtained before firal of structure can be attempted. Road Approach Final Approval: Zoning Final Approval: Final/Occupancy Approval: LW --r2 r G/ Z7 7 HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL RE IRED 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 CAbE # BLD06-000 05 1.) 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. 2.) 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. 3.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 4.) Not more than two (2) unlicensed or inoperable vehicles shall be stored on any lot less than one-half acre unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Unified Development Code (UDC) Section 6. Outdoor storage of thirteen (13) or more unlicensed or inoperable vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk (or salvage) yard and allowed as a Permitted Use in Table 3-1 of the UDC, and such storage shall meet the requirements of UDC Section 4.10. In no case, shall any such unlicensed or inoperable vehiclesbe stored in an Environmentally Sensitive Area (ESA). 5.) Maximum lot coverage is not to exceed 45%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 6.) The building height is not to exceed 35 feet. 7.) 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. 8.) 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. 9.) Minimum setback from Rainier Lane right-of-way shall be 20 feet. Minimum side and rear yard setbacks shall be 5 feet. 10.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 11.) Per MPR Code Section 3.17, Accessory dwelling units (ADU's) shall not be allowed in the MPR-SF zone. 12.) All stormwater from patios and/or sidewalks shall be dispersed of on site. The driveway shall be at such a grade as to allow the stormwater to enter into the county road ditch and shall not be allowed to drain onto neighboring properties. 13.) The site plan revised on March 16, 2006 identifies an 86 linear foot 6 inch diameter curtain drain to the west of the house and 4 inch diameter PVC drain pipe to the roadside ditch. These shall be installed as designed by MacLearnsberry Engineering. I:\F_BLD_Permit_Buildng.rpt 10/29/1999 • r _ PERMIT # OLD _.__ __�.____ ,, , ��rr rr!! t 6 JEFFERSO rrroenp N CO yNTY 4 st ', D 4 U i STORMWATER MANAGEMENT SMALL PARCEL EROSION AND SEDIMENT CONTROL PLAN =-` ''r; iv f 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 YOYI0(' Building Permit or Septic Permit Application Number(if applicable): Brief Project Description: New Single Family Residence W/ attached garage. Site Location: l-C)/ # Y-S/g/l)/ Lime_ Aril 410'4uJ 409- 9f'31.5 Person Responsible for BMP Installation and Maintenance: /I 0 A A `.., , ,50,,„oe'a j&i ZG i } Address: Same as above Telephone:Same 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 STORMWATER PLAN SPESC Instructions—Short Form Revised July 17,2002 3 MAR 1 7 2006 Story �P i � lEFFER O C U Y 11 e � _ i� �� DEPT.OF C I Y DE OPME R q�,�, ' SIGNATURW 4. • • L�t7!N ` 6 2006 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 Stonnwater 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 Revised July l7,2002 4 • • r 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,dry well,infiltration trench,route runoffto existing (disperse tovegetated areas t drainage facilities,etc.).. . ... . All impPrviniis surfaces will he run to roof drains and catch basins as designed into the plat requirements, J AA.N - 6 2006 SPESC Instructions—Short Form ;�ppt�EN7 Revised July 17,2002 5 .�. • • 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 Giles 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,. , f _ 1` The Best Management Practices proposed above 'p Po will be implemented to control erosion, sediment, and stormwa o no ' e Je on County for inspections as require / gnature of Owner/Agent Date JAN - 6 2006 SPESC Instructions--Short Form Revised July 17,2002 ZLU"MENT 6 4�``�' °N cad . JEFFERSAOUNTY IN� 5 ` y DEPARTMENT OF COMMUNITY DEVELOPMENT e - 0y�) 621 Sheridan Street• Port Townsend •_Washington 98368 — (�L/_ 360/379-4450 • 360/379-4451 Fax SAC �litn �/-/8 q�, 0� www.co.jefferson.wa.us/commdevelopment 07-// elev. Hi L L. ('ove. 87N Master Permit Application MLA: 062 3 Project Description(include separate sheets as necessary): Ale& silytfe i#,,1 cesideore tWallacheilewe. Tax P cel Prope Number: `-2 y0 9//06 1 Size: /5 y0 `� (acres!.qua re feet Site Address and/or Directions to Property: Zoi vl'` 9'� 4/j/i. �oei /,-t 0//0�� �� y.S'3tS Property Owner(s)of Record: /gyp r f" lad/ow RS$OCia ZeeS GLC Telephone: (.360) Y.37..2/0 / 'Fax: (4o)�yJF- 25�22 email: Mailing Address: 70 �}, e4:4•A r Zad. f Are e .eu"1ihid 4 1(1 f1 91.344- Applicant/Agent(if different from owner): /4//4 Telephone: Fax: email: Mailing Address: What kind of Permit?(Check each box that applies) [Building ❑Variance(Minor,Major or Reasonable Economic Use) ❑ Demolition Permit ❑Conditional Use[C(a), C(d),or C]** [eiSingle Famil ❑ Discretionary"D"or Unnamed Use Classification V"Garage Attache Detached ❑ Special Use(Essential Public Facilities)** ❑Manufactured Home ❑ Boundary Line Adjustment ❑ Modular ❑ Short Plat** ❑ Commercial* ❑ Binding Site Plan** ❑ Change of Use ❑ Long Plat** CYAddress erRoad Approach ❑Planned Rural Residential Development(PRRD)/Amendments** U-f-ropane ❑ Plat Vacation/Alteration** ❑Allowed"Yes"Use Consistency Analysis ❑ Shoreline Master Program Exemption/Permit Revisions** ❑ Stormwater Management ❑ Shoreline Management Substantial Development** ❑ Site Plan Approval Advance Determination(SPAAD)* ❑ Shoreline Management Variance ❑Temporary Use * ❑Comprehensive Plan/UDC/Land Use District Map Amendment ❑Wireless Telecommunication 0 Jefferson County Shoreline Master Program Amendment ❑ Forest Practices Act/Release of Six-Year Moratorium *May require a Pre-Application Conference **R-.uires a Pre-A..lication Conference Please identify any other local, state or federal permits required for this proposal, if known: DESIGNATION OF AGENT I hereby designate to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE Date: By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or it's knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against al.'liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provid ccess and right of en to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any requi la specti .A and right of entry to this property shall be requested and shall occur o ly du' g regular business hours. Signature: /- 05 Date: The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the `Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued 'II not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you in lian "th the erson County development code.The Applicant acknowledges that he,she or it holds individual and non-transfers a ili dheri to and complying with the ESA. The Applicant has read this disclaii er and s' ns and dates it below. Signature: Date: l /7i' G:\Pern itCenter\FORMS\DRD FORMS\Master Permit Application 7-8-04.doc rr ` • OMIER BUILDER STATEMENT • N6 " I The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they,iivlllbe assuming the responsibility of the General Contractor for-the piopoed project. Signature: _ Date: GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: hrt .Ladloin AS/pc/ates LLC -�J (3b0 ) 5'37-, /o/ (330 ) V.37 252Z MAILING ADDRESS: ?Q b-ea I er 47/2e/Apt zatkiGW w EMAIL: CONTRACTORS LICENSE 9$3b5 WAINS NUMBER: /Av.TLRN,L 99948 NUMBER ARCHITECT/ENGINEER: 5 e i Pb n# pC/ /8 PHONE ( ) FAX:( ) MAILING ADDRESS: EMAIL Project Type: ' frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: V New V Wood Existing: -0 t'Sewer ❑ Addition ❑ Steel Proposed: 2 Bank 0 Community System ❑ Afteration/Remodel 0 Concrete Total: 2- Height: ❑ Individual System ❑ Repair 0 Masonry SEP Permit# ❑ Demolition ❑ Other: Bedrooms: Water Supply: Existing: ' Setback: t i Private well I7 Two Party Type of Heat: Proposed: 2 l/Public V ec• h' ' yDum� Total: Z Name of System: OW-5 I 1)rn/one ic:P• If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No If this Is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: ❑ Underground Tank EyAbove ground Tank Size of Propane Tank: /Z1 a.(. ❑ Heat Stove ❑ Cook Stove El Woodstove [a- Fireplace Insert ❑ Hot Water Tank ❑ Pellet Stove ❑ Other Is this appliance being installed in a Manufactured/Mobile Home? Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines,tank location and size,distances from the propane tank to all property lines,buildings and septic system components, includin, the reserve area. Square Footage ,;E�Z ,.' f , t t4$ `P, K` it 7 v 3- Current Proposed r ;r .�x '`<„�4: of i I' ' .�yi0 r `! u.�`?t §+Z-, ,r�:. Main Floor '- ,;y e I�-d q 1 -, t `' ,,r.1r \ ` 4 f or \c v w Rr n✓ s �. a ,: : 4, r S� �,. J a� x' ,x pC` q' -Sy .mac .1 y,., '' 1' 2.' Floor :,' , A�,� { .. 1, '' f s.K to i rt 1 Ry it L 4 + '• a ``�n� 4 3• Floor ; 1 x,tVero 11e i•'a it -,..;?..le.; v s s: x tr, w T ** Mezzanine: ' ' t >x � j•'T x r:af`1�i t 'n 1�/� - rZ.X:,' z $. ?a :, ` ib h AF L C � S .p� ✓.l✓ r:- �. Heated Basement 4:1.. , s ~�� ~F,Y � l a . 4 e �`, 1 - ^ ,' -.I;t,-,, ' • , Unheated Basement .;�;"`„7f�,' 1 't 6vt,, - fop. gyp, r'f' ,A a<• ' ;.`p: �'a� yF "R i s ',' Other Unheated `� °t` f r ,, " A:,-,:,:, 4 7V,,, � �'�' "4'` ' �i e 1- e e e E rr yy� „z 4 k 14141+.; I Gb4 I Y ,. .Ai- ,';:,..;;:,!:,:;,, . f 3+ �.. fi t h3, ,�y� �g Garage/Carport 'z a cpr [ ' ,,,v,...:, y i V , Decks i .- h� 7 b xa fl F ivy ', ` °� -' y T y�, 74•1�Y 6 t f ZS� r`" i tx -,,k a -444fj k 1 �L 1 3 a.��e , ai�'q q,`,C4 **V' /��,,, ,�5 ,4 1 .� t• d ic. }.1 � P`�i- '�r3�^.� a� .Y a,Y ,�2"1 .'7, tE yam' T f. Other 3 r �F, 1 L k e ,,, .\ ,a 444: fair ,'if' i. i.; 'h} itl —- Zt' �:;''y tf ' B.Y.52\ , v:*'C Jt 'i" 3.at ?,e1'� ...i V t� qi ±',ZA y3i x CC P V a k: ESTIMATED COST(REQUIRED) t ya ok :1, ` r hti 2� � ' ���'`*„'� .Fair market value of all labor and materials foundation to finish ' 'ri4`r,� ,a`,adViz,;u' •.>� ., °'it � ' 1 'Wa.1k atafia •-t` /�3 2ed,o6 " �£; a .. f i _,;0 G:\PermitCenter\FORMS\DRD FORMS\Master Permit Application 7-8-04.doc a. • • 0 X --- 0 0 n -'{ 11 , jL 11, y i - -t), r, 1 g:g lel.:\,___G . E ilizn z: 4;., cc-41 '1 1 ,! Imo., r4 .,; r-o,s-o' tt'-s t'4 j r e'„a' .�. ti ,.•'} 5.4 ,1r-0' 3'4 S-7 ,r-4' 4'4 I'-r 4'4 !'-4 ill) , . , 0_ ,�. ,.,, l-i---�-------- ... . A e 4 I. I MI Min L W Qi Z it). 8 1 f a • 4 I I �jq y�'`- ', .awe •,,®ys ,_ ..y - f __ :—i-._�! I _. _. • .. • i t ^.r l,�� ..__L-_ r`[.. r'... .. N i ,'mot .}_.--t4— �- -,? `-r-i fT'' / _I fJ i -is, � ,�"tq9i .-_.: •\ .i::.•y;(� 1 '```I 1,..... ; , t I •Gt/ 1 ` i^ 8 �\p,.1p4 o t �___-'_•__. ' 4'-to I '+ 3 l\V " ^a_'o' 1 4_1' t'�+�t_T,/r E'-o' '-s (-E'K f-o' . 4 4 e_i r ElE=cr.M V%.\ ,..'‘!WM‘\L —fr,1111101101ir je, ,., 14 ,..17- _. ____, __......_,.. .e____ _____ 4 A I i Jill 1 IIMIlla ®O ----gym o �L�] q""•"�►4 o• �► Q a4 ®'41 0 firmo „„tiirrs ' A A I . - ` - o . do 4' N- till) N .t t 5l'i�' w e Zr 0---, ph t ;- frg IIIPU " 44452yr-C 4.4 lr C 4-C s-r ka 17-s' a r-x M io.* a 0 0 .. 0 . • 'ai a 4,,P ‘ c. i I 3TF 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 S S 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 A AND UPGRADING OF THIS SWPPP IS THE ILITY RESPON I F RESPONSIBILITY 0 THE OWNER AND/OR CONTRACTOR FROM THE BEGINNING OF CONSTRUCTION UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVEDY TH 8 E COUNTY AN D 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 PRIOR TO BEGINNINGCONSTRUCTION, COS UCTON, IN ADDITION N 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 CONDITIONS. TIG D SITE CO D TIONS. DURING CONSTRUCTION D VIATI E ONS 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-.,, 11 YZ i N 1 V2" X 5Y2" 3 10 FINISH GRADE O 2 M i0 CRAWL SPACE • ' I 2" MIN. FOOTING DRAIN - 4" PERFORATED PIPE AROUND) ENTIRE PERIMETER, WITH WASHED ROCK BACKFILL DRAIN TO DSIDE DITCH -Tu TYPICAAL BUILDING/GRADE RELATIONSHIPS(q N.T.S. 6.0" 5' X 2" X 2" POSTS 6E1t 2 FEET 1NT'O GROUND :•.::. .....: ^` FILTER FABRi WERE ME °?::::...... POSITION FILTER FABRIC NOTE: 8" OVER ENTIRE TRENCH SILT INTERCEPT SWALE MAY BE PERIMETER AND BACXFILI. SUBSTITUTED FOR SILT FENCE 11" WITH NAT M MATERIAL WHERE APPROPRIATE. SILT FENCE e a0P9 y RS s.P�,00. f 7/ O.1 ry 116 `,�V�'• �!`vC��' ETA.=i! �%." . i ,+ �i. �v !v �. 12" MIN. 9 4' - 8" QUARRY SPALLS PROVIDE FULL WIDTH OF� INGRESS/EGRESS AREA LIZED CONSTRUCTION NO SCALE NO SCALE STRAW BALE SW2 (USE AS REQUIRED STABILIZATION NOTES STABILIZATION NOTES (CONTD.) CONTROL MEASURE: STABILIZED CONSTRUCTION ENTRANCE. PURPOSE: REDUCES THE AMOUNT OF DEBRIS TRANSPORTED ONTO PUBLIC ROADS FROM CONTROL MEASURE: TEMPORARY EROSION CONTROL SEEDING. (SEE ALSO CONSTRUCTION EQUIPMENT BY ACTION OF VEHICLE TIRES TRAVELING OVER GRAVEL PAD TOPSOILING, SURFACE ROUGHENING, MULCHING, PLASTIC REMOVING MOST MUD AND DEBRIS FROM TIRES. SHEETING AND NETS AND MATS). DESIGN CRITERIA/SPECIFICATIONS: PURPOSE: REDUCES EROSION AND SEDIMENTATION BY TEMPORARILY STABILIZING EXPOSED SOILS FOR UP TO 1 YEAR. DESIGN: 1 SEE DETAIL 2-C-1 2 STABILIZEDCONSTRUCTION TR () () UZE ENTRANCES SHOULD BE LOCATED WHEREVER VEHICLE ACCESS ROUTES INTERSECT PAVED ROADS; (3) DESIGN CRITERIA/SPECIFICATIONS: (1) SEEDING CAN BE PONE DURING THE PERIOD OF MATERIAL SHOULD BE QUARRY SPACES, 4" - B' SIZE; (4) THE ROCK PAD SHOULD BE AT EAST MARCH 1 THROUGH SEPTEMBER 30 IF PLAN BE MAY 1 AN AUGUST 1 IRRIGATION ( TIED BETWEEN 5 0 UGUS 5 IR G ON 12-INCHES THICK AND 100 FEET IN LENGTH. LENGTH MAY BE REDUCED TO 50-FEET FOR SITES MAY BE REQUIRED). SEEDING CAN SOMETIMES SOME ES ALSO BE DONE SUCCESSFULLY DURING THE WITH MINCR GRADING (LESS THAN 1 ACRE OF EXPOSED SOIL); (5) WIDTH SHOULD BE THE FULL REMAINDER F TH A 1 F 0 E YEAR, OCTOBER THROUGH EBRUARY 29 PROVIDED THAT THE SEE D BED WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA. MINIMUM VADTH SHOULD BE 20-FEET. IS IMMEDIATELY STABILIZED BY MULCHING, NET/MATS OR PLASTIC SHEETING; 2 () SITE ADDITIONAL. SUBGRADE STABILIZATION SUCH AS A GEOTEXT'ILE MAT MAY BE REQUIRED. PREPARATION, INCLUDING THE INSTALLATION OF SURFACE RUNOFF CONTROL MEASURES, SHOULD BE COMPLETED PRIOR TO SEEDING. THE SEED BED SHOULD BE FIRM BUT NOT PROCEDURE: (1) A FILTER FABRIC FENCE SHOULD BE INSTALLED DOWNHILL FROM THE COMPACT, WITH A FAIRLY FINE SURFACE. SURFACE ROUGHENING SHOULD BE DONE AT RIGHT CONSTRUCTION ENTRANCE TO INTERCEPT AND CONTAIN ANY SEDIMENT -LADEN RUNOFF FROM ANGLES TO THE SLOPE AND PREFERABLY TRACK WALKED UP SLOPE. TRACK WALKING IS THE ENTRANCE OR FROM TIRE WASHING; (2) IF THE ROCK PAD DOES NOT ADEQUATELY DRIVING A CRAWLER TRACTOR UP AND DOWN THE SLOPE LEAVING A PATTERN OF CLEAT REMOVE THE MUD FROM VEHICLE WHEELS, THE WHEELS SHOULD BE HOSED OFF BEFORE THE IMPRINTS PARALLEL TO THE SLOPE CONTOURS; (3) HYDROSEEDING APPLICATIONS WITH VEHICLE ENTERS A PAVED STREET. THE WASHING SHOULD BE DONE ON AN AREA COVERED APPROVED SEED -MULCH -FERTILIZER MIXTURES MAY ALSO BE USED; (4) SOIL WITH CRUSHED ROCK AND WAS WATER SHOULD DRAIN TO A SEDIMENT RETENTION FACILITY; AMENDMENTS/FERTILIZERS SHOULD BE APPLIED AS RECOMMENDED BY SUPPLIERS. WHEN (3) STREET CLEANING EQUIPMENT SHOULD BE AVAILABLE AS REQUIRED, SEEDING OVER SUBSOIL (WITHOUT TOPSOIL), AVOID OVER -FERTILIZING, ESPECIALLY NEAR AQUATIC FEATURES. INSTEAD U QU USE MULCH TO ASSIST IN NOURISHING SOIL PROJECT SITES MAINTENANCE: (1) ENTRANCES MAY REQUIRE PERIODIC TOP DRESSING WITH 2-INCH STONE, ADJACENT TO BODIES OF WATER MUST USE NON -PHOSPHORUS FERTILIZER; (5) APPLY AN AS NECESSARY TO PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC ROADWAYS; (2) IF APPROPRIATE SEED MIXTURE TO THE PREPARED SEED BED AT A RATE OF 120 L9S. PER ACRE. SEDIMENT IS TRANSPORTED ONTO A ROAD SURFACE, THE ROADS SHALL BE CLEANED _ TABLE 3 2++ GIVES RECOMMENDED TEMPORARY EROSION CONTROL SEED MIXTURE. THOROUGHILY AS A MINIMUM AT THE END OF EACH DAY. SEDIMENT SHOULD BE REMOVED MAINTENANCE: (1) INSPECT SEEDED AREAS FOR FAILURE AND MAKE NECESSARY REPAIRS FROM ROADS BY SHOVELING OR SWEEPING. STREET WASHING SHOULD TAKE PLACE ONLY AND RESEED IMMEDIATELY; (2) SEED SHOULD BE SUPPUED WITH ADEQUATE MOISTURE. AFTER SEDIMENT HAS BEEN REMOVED AS DESCRIBED ABOVE; (3) ANY ROCK SPALLS THAT SUPPLY WATER AS NEEDED, ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER, OR ON ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED ADVERSE SITES. WATER APPLICATION RATES SHOULD BE CONTROLLED TO PREVENT RUNOFF. IMMEDIATELY. INSUFFICIENT AMOUNTS OF WATER MAY BE MORE HARMFUL THAN NO WATER. CONTROL MEASURE: CONSTRUCTION ROAD STABILIZATION. PURPOSE: TEMPORARILY STABILIZES ROADS, PARKING AREAS, AND ON -SITE TRANSPORTATION ROUTES WITH STONE IMMEDIATELY AFTER GRADING, REDUCES EROSION CAUSED BY CONSTRUCTION TRAFFIC OR RUNOFF. DESIGN CRITERIA/SPECIFICATIONS: DESIGN: (1) PROVIDE ROCK STABILIZATION WHEREVER THERE IS THE POTENTIAL FOR EROSION OF TEMPORARY CONSTRUCTION ROUTES BY CONSTRUCTION TRAFFIC DURING WET WEATHER; (2) ROCK STABILIZATION MAY BE UNNECESSARY WHERE SOILS ON SITE ARE GRAVELLY; (3) A 6-INCH DEPTH OF 2" - 4" CRUSHED ROCK, GRAVEL BASE, OR CRUSHED SURFACING BASE COURSE SHALL BE APPLIED IMMEDIATELY AFTER GRADING OR THE COMPLETION OF UTIUTY INSTALLATION WITHIN THE RIGHT-OF-WAY. A 3-INCH COURSE OF ASPHALT TREATED BASE (ATM) MAY BE USED INSTEAD OF THE CRUSHED ROCK. PROCEEDURE: (1) WHERE FEASIBLE, ALTERNATIVE ROUTES SHOULD BE MADE FOR CONSTRUCTION TRAFFIC; ONE FOR USE IN DRY CONDITION, THE OTHER FOR WET CONDITIONS WHICH INCORPORATES THE MEASURE LISTED BELOW; (2) TEMPORARY ROADS SHOULD FOLLOW THE CONTOUR OF THE NATURAL TERRAIN TO THE EXTENT POSSIBLE. SLOPE SHOULD NOT EXCEED 15 PERCENT. ROADWAYS SHOULD BE CAREFULLY GRADED TO DRAIN TRANSVERSELY, PROVIDE DRAINAGE SWALES ON EACH SIDE OF THE ROADWAY IN THE CASE OF A CROWNED SECTION, OR ONE SIDE IN THE CASE OF A SUPER ELEVATED SECTION. (3) INSTALLED INLETS SHALL BE PROTECTED TO PREVENT SEDIMENT LADEN RUNOFF FROM ENTERING THE STORM SYSTEM (SEE BMP'S ON FILTER INLET BARRIERS). MAINTENANCE: INSPECT STABILIZED AREAS REGULARLY, ESPECIALLY AFTER LARGE STORM EVENTS. ADD CRUSHED ROCK IF NECESSARY AND RE -STABILIZE ANY AREAS FOUND TO BE ERODING. CONTROL MEASURE: DUST CONTROL PURPOSE: PREVENTS SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES DESIGN CRITERIA/SPECIFICATIONS: (1) MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH USE OF TEMPORARY GROUND COVER AND OTHER TEMPORARY STABILIZATION PRACTICES. (SEE BARE GROUND BMP'S) (2) SITE SHOULD BE SPRINKLED WITH WATER UNTIL SURFACE IS WET. REPEAT AS NEEDED. TO PREVENT CARRYOUT OF MUD ONTO STREET, REFER TO STABILIZED CONSTRUCTION ENTRANCE BMP IN THIS SECTION. (3) SPRAY EXPOSED SOIL AREAS WITH AN APPROPRIATE DUST PAWAT1W. NOTE: OIL IS PROHIBITED FOR USE AS A PALLIATIVE. CONTROL MEASURE: LIMIT CLEARING OF SITE, PURPOSE: REDUCES LIKELIHOOD OF, OR EXTENT OF, TURBIDITY IN DOWNSTREAM STORMWATER BY MINIMIZING THE SOURCE OF SILT PICKED UP ON SURFACE RUNOFF. DESIGN CRITERIA/SPECIFICATIONS: CLEARING SHOULD BE UMITED TO THE MINIMUM AREA NECESSARY TO PERFORM WORK AND IMMEDIATELY REVEGETATE CLEARED AREAS. WHEN POSSIBLE, CONSTRUCTION SHOULD BE PLANNED IN STAGES, AND ONLY THE STAGE BEING WORKED ON SHOULD BE CLEARED. ONCE WORK IS COMPLETED, A GIVEN STAGE OF CONSTRUCTION SHOULD BE IMMEDIATELY REVEGETATED OR OTHERWISE STABILIZED. TABLE 3-1 MULCH MATERIAL, APPLICATION RATES AND SPECIFICATIONS MULCH MATERIAL QUALLTY APPUCATION APPLICATION RATES DEPTH OF STANDARDS RATES PER ACRE APPLICATION PER 1000 SQ FT GRAVEL, WASHED: 3/4" - 9 CU YDS 400 CU YDS. 3" CRUSHED STONE 1-1/2' SIZE OR SLAG HAY OR STRAW AIR-DRIED FREE 75-100 LBS. . 1.5 - 2.5 TONS LIGHTLY COVER FROM UNDESIRABLE U DES BLE 2-3 B ALES - 3 (90 100 ALES) ENTIRE SURFACE SEED & COARSE (MIN. 2") MATERIAL WOOD FIBER DYED GREEN. 25-30 LBS. 1000-150D UBS. 2" CELLULOSE NO GROWTH ORGANISM INHIBITING FACTORS TABLE 3-2 TEMPORARY EROSION E OS ON CONTROLS D MIXTUR SEED E NAME PROPORTIONS BY PERCENT PERCENT WEIGHT PURITY GERMINATION REDTOP (AGROSTIS ALBE) 10% 92% 90% ANNUAL RYE (LODUM MULTIFOLIUM) 40% 98% 90% CHEWINGS FESCUE (FESTUCA 40% 97% 80% REBRA COMMUTATA) JAMESTOWN, BANNER, SHADDOW OR KOKET WHITE DUTCH CLOVER tOX 96X 90X (TRIFOLIUM) CONTROL MEASURE: PLASTIC SHEETING PURPOSE: PROVIDES IMMEDIATE TEMPORARY EROSION PROTECTION TO SLOPES AND DISTURBED AREAS THAT CANNOT BE COVERED BY MULCHING. ALSO, PROTECTS DISTURBED AREAS WHICH REQUIRE COVERING DURING PERIODS OF INACTIVITY IN WINTER MONTHS. PLASTIC SHEETING IS THE PREFERRED 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. Legend DESIGN CRITERIA/SPECIFICATIONS: (1) PLASTIC SHEETING SHOULD HAVE A MINIMUM THICKNESS OF 6 MIL AND MEET THE REQUIREMENTS OF WSDOT/APWA SECTION 9-14.5; (2) COVERING SHOULD BE INSTALLED AND MAINTAINEr) TIGHTLY IN PLACE BY USING SANDBAGS 2 �— SILT FENCE, SEE DETAILe PROPOSED CULVERT OR TIRES ON ROPES WITH A MAXIMUM 10 FOOT GRID SPACING IN ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN FULL LENGTH AND THERE SHOULD BE AT LEAST A 10 - 24-INCH OVERLAP OF ALL SEAMS. SEAMS SHOULD THEN BE ROLLED AND STAKED OR TIED; (3) COVERING SHOULD BE INSTALLED IMMEDIATELY ON AREAS SEEDED DURING WINTER STRAW BALES, SEE DETAIL C - - - - - - - SURFACE DRAINAGE 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; CLEARING LIMITS DS 6' DID., PVC DRAIN PIPE (5) PLASTIC COVERING SHEETS SHOULD BE BURIED TWO FEET AT THE TOP OF SLOPES IN ORDER TO PREVENT SURFACE WATER FLOW BENEATH (MININUM SLOPE = 1.0%) SHEETS. YARD DRAIN MAINTENANCE; PLASTIC COVERING MUST BE CHECKED OFTEN FOR RIPS AND PLACES WHERE SS PROPOSED SANITARY SEWER LAE THE PLASTIC MAY BE DISLODGED. CONTACT BETWEEN THE PLASTIC AND THE GROUND SHOULD ALWAYS BE MAINTAINED. ANY AIR BUBBLES FOUND SHOULD BE REMOVED IMMEDIATELY OR © PROPOSED 120 GAL PROPANE TANK VV PROPOSED WATER UNE THE PLASTIC MAY RIP DURING THE NEXT WINDY PERIOD. RE -ANCHOR OR REPLACE AS v NECESSARY. **-SEE TABLE 3-2, THIS SHEET _ }"zf��� _ z ASPHALT SURFACE CONCRETE SURFACE CONTROL MEASURE: COVER AREAS LEFT UNWORKED FOR MORE THAN 48 HOURS. (SEE ALSO MULCHING, SODDING, PLASTIC SHEETING BMP'S). PURPOSE: MINIMIZE THE AREA EXPOSED TO RAINFALL AND SURFACE RUNOFF, THEREBY REDUCING THE AMOUNT OF EROSION OF BARE GROUND AND THE AMOUNT OF SEDIMENT THAT MIGHT COLLECT IN SEDIMENTATION CONTROL STRUCTURES, SUCH AS SEDIMENT PONDS OR SILT FENCES. DESIGN CRITERIA/SPECIFICATIONS: DURING THE TIME PERIOD OF OCTOBER 1 THROUGH APRIL 30. AND AT OTHER TIMES OF THE YEAR WHEN THERE ARE EXTENDED PERIODS OF INCLEMENT WEATHER, ALL PROJECT -DISTURBED SOIL AREAS THAT ARE TO BE LEFT UNWORKED FOR MORE THAN 48 HOURS SHOULD BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING. THIS PROCEDURE IS BASED ON THE INCREASED POTENTIAL FOR, AND CONSEQUENCES OF, FAILURE OF EROSION AND SEDIMENTATION CONTROL STRUCTURES DURING THIS PERIOD OF HIGH PRECIPITATION AND THE ASSUMPTION THAT AREAS NOT BEING WORKED ARE LIKELY TO BE LEFT UNATTENDED. CONTROL :MEASURE: MULCHING. (SEE ALSO NETS AND MATS). PURPOSE: MULCHING PROVIDES IMMEDIATE TEMPORARY PROTECTION TO EXPOSED AREAS AND ALLOWS GERMINATION AND PROTECTION OF SEEDED AREAS BY CONSERVING MOISTURE, MODERATING SOIL TEMPERATURES, AND HOLDING FERTILIZER, SEED AND TOPSOIL IN PLACE. DESIGN CRITERIA/SPECIFICATIONS: DESIGN: (1) PREPARE SOIL AS FOR SEEDING; (2) FOR APPLICATION RATES AND SPECIFICATIONS, SEE TABLE 3-1++; (3) NETS AND MATS USED IN CONJUNCTION WITH MULCH SHOULD BE USED ON SLOPES STEEPER THAN 2;1; (4) WOOD FIBER CELLULOSE BLANKET ARE CONSIDERED PROTECTIVE MULCHES AND CAN BE USED ALONE ON ERODIBLE SOILS AND DURING ALL TIMES OF THE YEAR. MATERIALS: (1) HAY OR STRAW: USE STRAW WHERE MULCH EFFECT IS TO BE MAINTAINED FOR MORE THAN 3 MONTHS. HAY AND STRAW ARE SUBJECT TO WIND BLOWING UNLESS KEPT MOIST OR TIED DOWN. THEY ARE THE MOST COMMON AND WIDELY USED MULCHING MATERIAL; GOOD FOR EROSION CONTROL IN CRITICAL AREAS. ANCHOR BY CRIMPING, DISCING, ROLLING OR PUNCHING INTO SOIL, COVERING WITH NETTING, SPRAYING WITH A CHEMICAL OR FIBER BINDER OR BY KEEPING MOIST; (2) WOOD FIBER CELLULOSE (PARTLY -DIGESTED WOOD FIBERS): WHEN USED FOR EROSION CONTROL ON CRITICAL AREAS, THE APPLICATION RATE SHOULD BE DOUBLED. APPLY WITH HYDROMULCHER. NO TIE DOWN IS REQUIRED, PACKAGED IN 100-LB BAGS. NOT RECOMMENDED FOR HIGHLY ERODIBLE SOILS IN HOT WEATHER; (3) GRAVE, CRUSHED STONE OR SLAG: EXCELLENT MULCH FOR SHORT SLOPE AND AROUND WOODY PLANTS AND ORNAMENTALS. USE WHERE SUBJECT TO FOOT TRAFFIC; (4) CORN STALKS: SHREDDED INTO 4" - 6" LENGTHS, DECOMPOSES SLOWLY AND RESISTS WNDBLOW; (5) WOOD CHIPS: CANNOT BE CLOSELY MOWED. DECOMPOSE SLOWLY AND DO NOT REQUIRE TACKING. DOES NOT PROVIDE NITROGEN TO SEEDS UNLESS TREATED. TENDS TO WASH DOWN SLOPES STEEPER THAN 6X; (6) BARK CHIPS/SHREDDED BARK: CANNOT BE CLOSELY MOWED. ADDITIONAL NITROGEN FOR SEEDS NOT REQUIRED. TENDS TO WASH DOWN SLOPES STEEPER THAN 6% AVOID MILLING BARK OR SAWDUST INTO SOIL, AS IT TENDS TO REMOVE NITROGEN FROM SOIL, RELEASING IT ONLY WHEN IT DECAYS. PROCEDURES: (1) MULCHES SHOULD BE USED FOLLOWING TEMPORARY OR PERMANENT SEEDING; (2) MULCHING SHOULD IMMEDIATELY FOLLOW SEEDING IN AREAS WITH SLOPES STEEPER THAN 2:1; (3) MULCHES SHOULD BE USED IN CLEARED AREAS THAT CANNOT BE SEEDED BECAUSE OF THE SEASON; (4) MULCHES SHOULD BE USED ON EXPOSED SOILS (INCLUDING STOCKPILES WHICH ARE NOT FINAL GRADED WITHIN 15 DAYS) UNLESS COVERED WITH PLASTIC SHEETING. MAINTENANCE: MULCHED AREAS SHOULD BE CHECKED PERIODICALLY, ESPECIALLY FOLLOWING SEVERE STORMS, WHEN DAMAGED AREAS OF MULCH OR TIE -DOWN MATERIAL SHOULD BE REPAIRED. **-SEE TABLE 3-1. THIS SHEET GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 it. r•- R 8425 C^ FOI ST NA)L F� EXPIRES: JUNE 7, 2006 REVISED - 3/15/06 - MCM MacLearnsb Civil Eil e 159 Wyatt Way I p6ne: (2206) 841-5' 1 a t « M m >� �1 NOTES: C 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. CUTOUT HOLE YARD DRNN WALL TH�NNESS OUTSIDE ® CONNECTION TO OUTLET PIPE TO BE MORTARED AND WE FLUSH WITH INSIDE OF THE YARD DRAIN WALL ® CAST IRON BELL GRATE. FITS INTO BELL RECESS AND EXTENDS FLUSH WITH FACE OF BELL THE GRATE SHALL HAVE SLOTS (HOLES) THAT CONSTTT1JiE 50 PERCENT OPEN AREA FOR DRAINAGE �LEi BEE. L ACE SMU_ BE FINISHED TO ASSURE NON-RDGMNG FIT WITH ANY COVER POSITION. G WASHED DRAIN ROCK. 6 INCHES MINIMUM DEPTH. ® VARIES 12 INCHES OR 18 INCHES. SPECIAL CAST YARD DRAIN MAY BE REQUIRED FOR MULTIPLE PIPE CONNECTIONS. YARD DRAIN IS NOT PERMITTED WITHIN THE RIGHT-OF-WAY. p 4�ed�r rom-100 DEEM ELEVATION VIEW n YARD DRAIN CONNECTIONS PERMIT # BID 0 6 0 0 0 5 PxNSED S1 F p Nas date Z� n Alv JEFFERSON COUNTY BCD bybjE EppRpVR 0 C� 6 Or C RSr o."�d O Fy P r Aareel #�-99a yoy/od CLEARED AREA = 15,330 SQ. FT.+/ - IMPERVIOUS AREAS: DRIVEWAY = 1,069 SQ. FT. +/- EMERGENCY CONTACT PERSON BUILDINGS = 2,465 SQ. FT.+/- ROBB BAILEY PATIOS = 330 SQ. FT.+/ - PHONE: (360) 301-3217 TOTAL IMPERVIOUS AREA - 3,884 SQ. FT.+/ - CLIENT Port Ludlow Associates, LLC lgineering, P.S. yiPlanners Stormwater Site Plan (SWPPP) gelslana, WA 98110 of 45, Port Ludlow No. 1, Area I simile: (206) 780-2408 DRAWN BY MCM DATE December 27, 2005 N0 25539 CVcCKM BY MCM I SCALE 1 "=20' SHEET 1 of 2 Xev• q