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HomeMy WebLinkAboutBLD2008-00444 Review I!�''f UILDING PERMIT APPLICON R 00438 Review MType: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD08-00444 Received Date: 10/10/2008 SITE ADDRESS: a.c:‘ MONTGOMERY LN PORT LUDLOW, 98365 OWNER: GARY W HACKNEY PHONE: 425-489-1217 4409 239TH PL SE BOTHELL WA 98021 PORT LUDLOW NO. 2 AREA 1 SUBDIVISION: Block: Lot: 54 PARCEL NUMBER: 990600152 Section: 9 Township: 28 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP NSFR W/ ATTACHED GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 2,140 VALUATION 391,866.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 2006 HEAT BASE: 1,515 HEAT TYPE: OCCUPANCY: R-3 UNHEATED: 625 # OF STORIES: OCCUPANCY: CONST TYPE: 5N OTHER: 362 SHORELINE: CONST TYPE: GARAGE: 552 SETBACK: DECK: 325 BANK HEIGHT: SEWAGE DISPOSAL: SEW WATER SYSTEM: LUDLOW BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 3 Prop: 4 Total: 3 Total: 4 Routing Date: Q,c kOjl'S � oS Type Amount Paid By: Date: Receipt: Approved/Date Permit $2,628.95 AMS 10/10/08 102689 APPROVED Plan Check $1,708.82 AMS 10/10/08 102689 Jefferson2008 County Planning Total: $4,401.27 & Building Department Jefferson County Building Derision Permit Nu er: BLDO8-00444 Applicant: COATSWORTH TSTE BUILDING PERMIT INSPECTION APPROVALS Applicable Code: 2006 International Building Codes To schedule inspections, call (360)379-4455 no later than 3:00PM the day before the inspection is needed. Requests received after 3:00 PM will not be scheduled for the next day's inspections. ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes Setbacks /2 y/,7 # Minimum setback from Montgomery Lane right-of-way shall be 20 feet. Minimum side yard setbacks shall be 5 feet. Minimum setback from top of bluff shall be at least 40 feet. Structures and appurtenances shall not encroach within the 30 foot wide platted utlility easement. Erosion Control .27/7 SEE CONDITION 1 FOR CONSTRUCTION ENTRANCE STABILIZATION. Foundation Footing 2/0/(1 # ,\ Fg-c 64. ,, it;7 ft- Footing Drains W4/1/1 _3 117 s lyaI Caii11"ir s - abs ; ////7 •--) Foundation Stem Wall f lt? Underground Plumbing . f 1/I.7 "V) Under Floor Framing Ae r7//7 Straps(hold downs) 19'/T//.7 11.E Ext. Shear Wall Nailing ! 11/ 7 5 I i1 , . Rough-in Plumbing /o/I'7//7 , Framing f00//7 ,-. Airseal iepInsulation:Walls ///�//7 3',h, Insulation: Floors /0/2/ i 7 ---i-/P -r/d//7 i.5/A.L'o ----7i l4) Insulation: Ceiling /////�f Ski /a/2 3//7 v�.v/ -3747 Int. Shear Wall Nailing p�r�//7 Wallboard Nailing / ,J� t/ l3a�(1 ;Eli / ?//y-30, Gas Line: Interior yiIw ---kt. li ' te1,i7 Gas Line: Exterior f Propane Tank 3_ / O not on site plan,size TBD Pressure Test Heat/Chimney Clearance it / // 7 gas fire place,vent and exhaust per man. specs Blower Airtight Test Y/�/g �� Smoke&CO Drywell/Alt Drainage lte SEE CONDITION 2 FOR STORMWATER ee itA ICf ' hv ' Address Posted g:0 •7 J b,,r\ f Je __C t U( t J /k,) / ,^6 "(VI DILI GCVeS � 2 01 IV.fin 121571Th ck- • A final inspection will not be scheduled until the following are completed and signed off by the applicable Department: • Building Permit Conditions are met • Septic Permit Final/Complete for any building containing plumbing • Land Use Conditions met and signed off • Public Works Permit Final(where applicable) FINAL INSPECTION l (� ,. FINAL I / P CTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • • CONDITIONS for Building Permit# :BLD08-00444 1.) CONSTRUCTION ENTRANCES SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM COMPACTED SUBGRADE. QUARRY SPALLS (OR HOG FUEL)SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. (BMP C105, 2005 DOE STORMWATER MANUAL). ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED BY SHOVELING OR STREET SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON STIE. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD, WHICH END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. UPON PROJECT COMPLETION AND SITE STABILIZATION, ALL CONSTRUCTION ACCESSES INTENDED AS PERMANENT ACCESS FOR MAINTENANCE SHALL BE \ V� PERMANENTLY STABILIZED. ` \ 2.) PRIOR TO FINAL BUILDING OCCUPANCY, PROPONENT SHALL SUBMIT A WRITTEN ' LETTER FROM DEVELOPMENT ENG INEERING, PLLC STATING THAT THE STORMWATER FACILITY HAS BEEN CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE "DRAINAGE & EROSION CONTROL PLAN" DATED APRIL 12, 2016 AS SIGNED BY WALLACE GLEN COAD, P.E. 3.) 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. 4.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator). 5.) An Engineered Drainage & Erosion Control Report 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. 6.) The revised site plan submitted on June 27, 2016 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated August 29, 2016 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 7.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 8.) Not more than 2 unlicensed vehS shall be stored on any lot unless totally*ned 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 Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor 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 or Chapter 18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile wrecking yards and junk (or salvage) yards. In no case, shall any such junk motor vehicles be stored in a critical area. 9.) This parcel is within the Port Ludlow no shooting area per JCC 8.50. 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 (ADUs) shall not be allowed in the MPR-SF zone. 12.) Residential developers and individual builders shall be required to preserve shoreline vegetation and reduce the associated risk of erosion during construction and any future activity which may impact the stability of the shoreline. 13.) Maximum lot coverage is not to exceed 45%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 14.) The building height is not to exceed 35 feet. 15.) Minimum setback from Montgomery Lane right-of-way shall be 20 feet. Minimum side yard setbacks shall be 5 feet. Minimum setback from top of bluff shall be at least 40 feet. Structures and appurtenances shall not encroach within the 30 foot wide platted utlility easement. 16.) 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. 17.) 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. 18.) The road approach permit (RAP08-00095) must be inspected and finaled by the Jefferson County Department of Public Works prior to the final inspection/certificate of occupancy of this residence. Contact Terry Duff, Department of Public Works at 360-385-9159 for the final road approach inspection. \\tidemark\data\forms\F_B LD_Perm it_Bldg.rpt 8/29/2016 • • , 4 ON:064,..< DEPARTMENT OF COMMUNITY DEVELOPMENT _p 7 ,..,_, _,„, W 621 Sheridan Street,Port'Fownsend,WA 98368 Tel:360.379.4450 I^'ax:360.379.4451 ( !1 11 ll \u/ Web:www.co.Jefferson.wa.us/communitydeyelopment F,-mail:dcd@co.jefferson.wa.us STORMWATER CALCULATION WORKSHEET JL,.1tl:f___j MLA# 130.(v... �_ ��+C.(tl(:I PROJECT/APPLICANT NAME: C Cci C t`.l DETERMINING STORMWATER MANAGEMENT REQUIREMENTS:This stormwater calculation worksheet should be completed first to classify the proposal as "small," "medium," or "large." The size determines whether a Stormwater Site Plan is required in conjunction with a stand-alone stormwater management permit application, building permit application, or other land use approval application that involves stormwater review. The basic information will also be helpful for completing a Stormwater Site Plan, if required. PARCEL SIZE(I.E.,SITE) Size of parcel V acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet 12, ?1 sq/ft Land-disturbing activity is any activity that results in movement of earth, or a change in the existing soil cover(both vegetative and non-vegetative)and/or the existing soil topography. Land disturbing activities include, but are not limited to clearing,grading,filling, excavation,and compaction associated with stabilization of structures and road construction. Native vegetation is vegetation comprised on plant species, other than noxious weeds, that are indigenous to the coastal region of the Pacific Northwest and which reasonably could have been expected to naturally occur on the site. Examples include species such as Douglas fir, western hemlock, western red cedar, alder, big-leaf maple, and vine maple; shrubs such as willow, elderberry, salmonberry,and salal; herbaceous plants such as sword fern,foam flower,and fireweed. LAND DISTURBING ACTIVITY,CONVERSION OF NATIVE VEGETATION,AND VOLUME OF CUT/FILL Calculate the total area to be cleared, graded, filled, Answer the following two questions related to excavated, and/or compacted for proposed development conversion of native vegetation: project. Include in this calculation the area to be cleared for: Does the project convert%acres or more of Construction site for structures ( )3) sq/ft native vegetation to lawn or landscaped areas? Drainfield, septic tank, etc. 0 sq/ft Circle: Yes J Well, utilities, etc. C? sq/ft Does the project convert 2'/2 acres or more of native vegetation to pasture? Driveway, parking, roads, etc. U00' sq/ft Circle: Yes C4 Lawn, landscaping, etc. I ()C sq/ft Other compacted surface, etc. 0 sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance (' sq/ft Cut r ,=!... Fill r- O.- (cu/yd) Impervious surface is a hard surface that either prevents or retards the entry of water into the soil mantle as under natural conditions prior to development. A hard surface area which causes water to run off the surface in greater quantities or at an increased rate of flow from the flow present under natural conditions prior to development. Common impervious surfaces include, but are not limited to roof tops, walkways, patios, driveways, parking lots or storage areas, concrete or asphalt paving,gravel roads, packed earthen materials,and oiled, macadam or other surfaces which similarly impede the natural infiltration of stormwater. stormwater talc worksheet—REV.10/20/2014 1 • • II-�� CCC� [` C ! STORMWATER CALULATIONS—IMPERVIOUS SURFACE -.;\ ' JUN272011 L NEW EXISTING I j i,I j L. Structures(all roof area) ( sq/ft Structures(all roof area) Ld[ r v^,st(tt P Sidewalks U` r .L.,`'.IidllYUEVF1 )PM_ENT sq/ft Sidewalks cf 1 s /ft Patios .....0--, sq/ft Patios 0 sq/ft Solid Decks ( `0 0 sq/ft Solid Decks C) sq/ft (without infiltration below) (without infiltration below) Driveway, parking, roads, etc b ) sq/ft Driveway, parking, roads, etc L) sq/ft Other 0. sq/ft Other C) sq/ft Total New sq/ft Total Existing () sq/ft TOTAL NEW+TOTAL EXISTING"�3,cc-7 sq/ft *This amount will be used to check total lot coverage. The following questions will help determine whether the proposed project is considered development or redevelopment. DEVELOPMENT v.REDEVELOPMENT Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: Does the site have 35%or more of existing impervious surface? Circle: Yes I I No V FURTHER INSTRUCTIONS: If the answer is yes, the proposal is considered redevelopment and the attached Figure 2 should be used to determine the applicable Minimum Requirements. If the answer is no, the proposal is considered new development and the attached Figure 1 should be used. At this juncture, the applicant should refer to the applicable Flow Chart to determine the Minimum Requirements for stormwater management. DCD staff will help verify the classification of the project and the application requirements. For proponents of "small" projects who must comply only with Minimum Requirement #2—Construction Stormwater Pollution Prevention—an additional submittal is not required. The proponent is responsible for employing the 12 Elements to control erosion and prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick up the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet. Proponents of "medium" projects—those that must meet only Minimum Requirements#1 through#5—and for"large" projects—those that must meet all 10 Minimum Requirements—are required to submit a Stormwater Site Plan. DCD has prepared a submittal template of a Stormwater Site Plan, principally for rural residential projects. Complete the template in the Stormwater Site Plan Instructions and Submittal Template or prepare a Stormwater Site Plan using the step-by-step guidance in the Storm water Management Manual. APPLICANT SIGNATURE By signing the Stormwater Calculation Worksheet,I as the applicant/owner attest that the information provided herein is true and correct to the best of my knowledge. I also certify that this-application is being made with the full knowledge and consent of all owners of the affected property. ( TE) /6 (LANDOWNER 0 RIZED REPR SIGf1TURE) // TE) FOR OFFICE USE 0 LY SMALL MEDIUM LARGE REDEVELOPMENT - Stormwater Site Plan: Yes No stormwater calc worksheet—REV.10/20/2014 0 OHMT Topo based on Jefferson Co. Parcel Data N 5°40'00' NI75.33' , — 3- 10ft 20 ft I — Area Summary 30 ft o 40ft . - Main Floor Area 1737 sf - Lower Floor Area 1 599 sf 50 ft ._ _:0 61.5' Total Finshed Floor 3336 sf 60ft 61.3' s o—' it Garage Floor Area 644 sf .--4` 30 ft Sewer Easement d 3 CT; (4. " CO w ��� Illo \ O O --� fr•-•-..7 c.) 0 ',DrAdjacent Dwelling Undeveloped Lot z Ridge @ 87 ' 1 Z REVISED Ridge @ .1' Y Proposed House next developedd lot north m JUN272016 w Proposed Ridge 90.57' - --- EFFERSON COUitiFY DCD co T N 70 in N m 4- M CO r\ .--- APPROVED LTD Q.ev iscf SITE PLA'v • c - . N c, S:11 20 ft frontyard setback DEFT.OF C• i ; fir /' 80 ft - SI NATUItB 82.2' _ M- 1.2' c_____(, --)'-' -' '\ N 6°10'36' W 75.39' ` Lane Parcel No. 990600152 MontgomerY Address: 201 Montgomery Lane Schematic Site Plan Port Ludlow, WA 98365 Z Scale: 1:3011 Legal: Port Ludlow No.2 Area 1 Lot 54 NW 1/4 Sect 9-28N-1 E 0 20 30 40 FT Coatsworth Home A4LYMPIC Lot 54-Port Ludlow 2 RIDGE INC. 6-20-2016 ' �►%' i NTI ENGINEERING & SURVEYING • 717 SOUTH PEABODY STREET,PORT ANGELES,WA 98362/ Engineers■Land Surveyors■Geologists Construction Inspection■Materials Testing NTI (360)452-8491 1-800-654-5545 FAX 452-8498 E-Mail:info@nti4u.com www.nti4u.com DRAINAGE& EROSION CONTROL REPORT FOR THE PROPERTY LOCATED AT PORT LUDLOW DIVISION NUMBER 2 LOT 54 ON MONTGOMERY LANE AT PORT LUDLOW JEFFERSON COUNTY, WASHINGTON TAX PARCEL # 990600152 LOCATED IN SECTION 9, TOWNSHIP 28 NORTH, RANGE 1 EAST, W.M. Prepared for Gary Hackney M W46 ' �P F pE l' n 43230,A7 (-<>,SS c/S T ER NG,��� PERMIT: # s!R /ONAI_ 08 - 0444 Prepared by JEFFERSON COUNTY DCO Kate Waddell, P.E. NTI Engineering & Land Surveying 717 South Peabody Port Angeles, WA 98362 RE C f T l T 1E D 360-452-8491 (� www.nti4u.com APPROVED OCT 2 0 008 July 11, 2008 STORMWATER PLAN JEFFfBSONCjfl/ DCD Nov 2 1 2008 JEFFE a N • NTY DEPT.OF + �r 1�t���r. j. SI(i1ATUR': I I �i" • S INTRODUCTION NTI Engineering and Land Surveying was hired by Gary Hackney to develop a drainage and erosion control plan for his proposed residential home site on Lot 54 off Montgomery Lane, Port Ludlow, Jefferson County in Section 9, Township 28 North, Range 1 East. As part of this analysis, a stormwater collection and conveyance system has been designed and a temporary and permanent erosion and sediment control plan has been prepared for the construction of a private single-family residence and driveway. II. DESCRIPTION OF SITE The home site is roughly a 75-foot,by 170-foot lot with a 60-foot high marine bluff to the east. The lot is bordered on the north and south by developed single-family residential lots. The site is accessed via Montgomery Lane from the west. The lot is undeveloped and heavily covered with native vegetation. III. METHODOLOGY Jefferson County requires the use of the Department of Ecology (DOE) February2005 Stormwater Management Manual for Western Washington. Based on the manual, new development with a proposed impervious area greater than 2,000 square feet but less than 5,000 square feet and a conversion of native vegetation to lawn of less than 3/ of an acre determines minimum requirements 1 through 5 shall be applied to this property. These minimum requirements are and will be met as follows: Minimum Requirement#1 Preparation of Stormwater Site Plan • A complete site plan has been included in the appendix of this report. Minimum Requirement#2 Construction Stormwater Pollution Prevention (SWPP) • The SWPP includes twelve elements. Each element will be addressed separately as follows: PER11T `WC-Tent #1 Mark Clearing Limits o bue to the size of the lot and the extent of the residential development the construction fencing shall be placed along the north, south, and west 4 property lines and along the bluff buffer line. o The native topsoil layer shall be stripped within the house and driveway �IEFFERSUN 60UN odtprint and stockpiled on site. The topsoil shall be re-spread after development. While stockpiled topsoil shall be covered to prevent erosion. RECEI V rt �- t #2 Establish Construction Access he construction access to the site will be the same as the final driveway access. CT I 0 2008 o The driveway shall be stabilized with a pad of crushed rock prior to beginning construction activities. JEFFERSON COUNTY COD • Element#3 Control Flow Rates o Stormwater will be routed to the marine water of Hood Canal; no detention is required. Element#4 Install Sediment Controls o To minimize erosion during construction wattles will be installed, see plan for location and details. o The natural vegetation buffer will remain down slope of all development. Element#5 Stabilize Soils o To minimize the soil erosion forces of raindrop impact, flowing water and wind erosion during construction, the contractor will follow the exposed and unworked soil schedule set by DOE for all soils on site. From October 1 through April 30, no soils shall remain exposed and unworked for more than 2 days, and from May 1 to September 30, no soils shall remain exposed and unworked for more than 7 days. o All exposed soils caused by construction activities shall be stabilized and hydroseeded or sodded upon completion of the project. Element#6 Protect Slopes o The only work planned on the slope is the stormwater tight line pipe and anchoring system. This work will occur during the dry season to minimize erosion and sediment discharge. It is the owner and contractor's Cz responsibility to stabilize the tight line construction zone immediately an following installation. Element#7 Protect Drain Inlets cs o The catch basins installed during construction shall be protected from debris and sediment with filter fabric and/or solid covers. co c=3 cc coD o All catch basins, culverts and drainage routes will be inspected at least a once a week and daily during a storm event by the contractor or other loam agent of the owner. lid Element#8 Stabilize Channels and Outlets o No channels or outlets exist on site. Stormwater during construction will sheet flow across the site through the temporary BMPs. Element#9 Control Pollutants o All chemicals, liquid products, petroleum products and non-inert wastes present on site shall be covered, contained and protected from vandalism and handled in a manner to minimize contamination of stormwater. F�. 1 ,C1FA TJE no To minimize pollutants generated by heavy equipment and vehicles, all maintenance and repairs shall be conducted using spill prevention measures such as drip pans. Element #10 Control De-watering ,jI °i1U1�I i 'J o De-watering nece is ssary,aly unlikely t shall be done in ed compliancewith thtion. If de- e 2005 DOE watering ry, p manual. • • Element#11 Maintain BMPs (best management practices) o It is the contractor's responsibility to maintain the temporary erosion and sediment control measures and to install the permanent erosion and sediment control measures set forth in this report and plan. o After construction is complete, maintenance of permanent erosion and sediment control measures are the owner's responsibility. - o All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization is achieved or as needed if longer. Element #12 Manage The Project o . Management of this project can best be conducted in accordance with DOE if the guidelines set forth in this report and plan are followed to ensure that the long term goals of environmental protection and site stability are achieved. Minimum Requirement#3 Source Control of Pollution • As stated in Element#9, to minimize pollutants generated by heavy equipment and vehicles, all maintenance and repairs shall be conducted using spill prevention measures such as drip pans. • Source control of pollutants during construction can be maintained on this job by implementing the temporary erosion and sediment control measures set forth. • ;; ong-term source control of pollution is the responsibility of the property owner bitnd includes all categories of household and yard chemicals and pollutants. linim Requirement#4 Preservation of Natural Drainage Systems and Outfalls CeD d he natural drainage route on the site is sheet flow to the east and down the ' e..arnarine bluff. This bluff is heavily vegetated and will remain vegetated after o construction. CC) t.The vegetated portion of the site will continue to sheet flow as it did prior to development. o tea raw Mirum Requirement #5 On-site Stormwater Management • The roof downspouts will be connected to a conveyance system that will direct the stormwater to the base of the marine bluff minimizing the impact to the bluff. • Routine observation and maintenance by the owner is highly recommended and necessary to maintain a functioning drainage system on site. IV. CONCLUSIONS Prior to breaking ground the temporary erosion control measures set forth in this report and plan shall be installed on site to minimize erosion and control sediment discharge during construction activities. These measures include a crushed rock access driveway and wattle. During construction temporary erosion control measures should be inspected regularly and repaired as necessary. Once the site is developed, reseeded and stabilized these BMPs can be removed. Due to the outfall to a salt-water body no detention is required on this site. Runoff from • the proposed impervious development will be collected via gutters, downspouts and catch basins and directed to a tight line that will direct the stormwater to the base of the marine bluff. A yard drain, catch basin, shall be installed after all inlet points and prior to the tight line. This yard drain location shall be outside of the marine bluff buffer, see plan for specific location. This yard drain shall act as a leaf trap to remove vegetative debris that may clog the tight line. The tight line must be anchored and secured properly at the top, see plans for details. V. LIMITATIONS This report has been prepared for the exclusive use of Gary Hackney for his proposed construction of a private home. The recommendations in the report apply only to the property that was examined and they are not applicable to other locations. The investigation and recommendations contained in this report are based upon site condi- tions as they existed at the time of our site inspections.. During construction, if subsurface or other conditions are discovered that are significantly different from those described in the report, NTI should be advised at once so that we can review the conditions and reconsider our recommendations, where necessary. Unanticipated soil conditions are commonly encountered on construction sites, especially when the topography has been altered years ago. Such unexpected conditions frequently require that additional expenditures be made to attain a properly constructed project. We recommend that a contingency be established in the project budget and schedule to cover unexpected conditions. Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted professional engineering principles and practice. This warranty is in lieu of all others, either expressed or implied. NTI ENGINEERING & SURVEYING / PERM # `BEI Kate Waddell, P.E. $ 11 4. Design Engineer I FF[RSON COUNTY DCU G:\Gen\Kate\Drainage DOE 2005\Hackney\drainage report.doc qT'Z 7 � n-a 7-w r r • • d N Z O7 0 ll o Z o g a pUGET SOUND i a L o S W°o - __- ------ CD Z J Z 0 vs g TS/. d, N J Ezg a`.9R 6[P �.,il -- g ---s nu=- muSg I Woo z oK g Z CI 11.1 di Jil -th- c.•.91. 4 _ . ___ i .t? ..9. (0 2 O- 9lN 1179- \ J a0 1 ?.t- ,I1 Rik f e I a$ • —_-..R ' '._ __Iii ----- . 0 \\ bm o N a "W i!I a Q o SS \ W r%8z< _ No - F0_ _{ ) - - MONTGOMER' LANE _ _ — _ _ — - • b N II D, • • a. Sod Mao-,Je((encn count area,Waebmgkn o ti I. a ti n .r Se n�. I `I` ter:., uo -- -, .r bur. 1 ,. , y s -_ _ 'I' -4,.. \ '' t. i' m1�{/ per. ';_It^,E _ r ! a- sr• 4 1 -74;, a IF I t_ e: 'aI 14.i il'' .; ', ta'r. ',wt., T •xTa 4 J� :^ 1,..a I i .' f s II NW 1J310tp4 .A (u'.a!7d.d. 6 N 0 b A )q 0 A m .,�1 ara UN VANN '� ' /*turd Resources Web Sol Survey 4 1M2016 comrvdbb Service National Cooperative Sol Survey Page 1 of 3 Approximate Site Location CI k; Not to Scale DEVELOPMENT D EN 446 I N�, PLLC Box P.O. Box 446 USDA Web Soil Survey Proposed Residence Tacoma,WA 98401 201 Montgomery Lane Ph(253)228-0513 Port Ludlow, Washington www.de-civil.com Job No:16 067 April 2016 Figure 3 • • b Qm`� Qm ` ' .J t:- ,�� up �� Qva Qv! J-i Q `i _ID t'i Q Qui i Qvt \ i. , ,, ta Qvr Q�., l--.. • ,� \ Qvt ,,r�jvr • ltM Tb �, /o r Th Qal r, QP� � `. _N Qva M• �_cw ,. AllNen..r k 4 t •' jvr 'l li 4 r+':t up r'�� / Qv► V Qvr ,' • Q Qv • t al . . .. << I QuI Q Qla Qva 1 It• ,' "VIA(QM,, ,,Qv Qb Q,r, rove QIr yrm >, �� ,. Iva \ e' _!-QVI a •T tilt �,iM. v" Qt) M• 1��,1 Qm / r Qr t Q►'r Or Tb Qa Qt►t [? QuP . 11? ,‘ .. • Qtb Qvt '‘\‘,/y Th 4:ir( ' 4 '01 *al r., , -\;,-;; • ,� �„� Qm QN ..... _... , r, i ,cii.j. , , r Qvi :I ii• •.kr. I 16 ,. .: . ,.,. , :lit - 4Pr. is a \ N 44, ,...-tr,,,,, ,..,,:_ .,,, Qvi ,., ,I: I • t of 05' m 14101,2 on Qm Qv Qva 7f et 17 (*Ail • tQvt Q�,r Qva Qv t rr 7 -0i 6‘ ,.,3./e -- Approximate Site Location 0 `_Nr, Not to Scale DEVELOPMENT D ENCiINEERIN , PLLc USGS Geologic Map OFR 93-233 Proposed Residence P.O.Box 446 Tacoma,WA 98401 201 Montgomery Lane Ph(253)228-0513 Port Ludlow, Washington www.de-civil.com Job No:16-067 April 2016 Figure 4a • •. f , , , e '. r.# j fear "; LQ ,'3 ' tlb 1 k..A' ', V 'i i. . - • • ,,, 14 i . . •.C,olw"Nock" 1t. 1 w..Ili• w.. i /\ 1N Onc►inolion 19' 1,1 cit, - .. i"e A,'\ 1 i' 'i • Vl{ p1)0 �� f •• thron iv u4\(;y I I. 4 1 ti' . I I a � . mu /o ► 1 ,• I • '-f v /,.,,, t , 1 \ 1' 4i 1 �•' •.wi v r4 f f ::�:,.. , . 1l vlt i ` ` ow. : 4 ° , • 1 ,kft ..; ,, b ._• ,. .. ,, , ,,, , Approximate Site Location 0 `K,{ Not to Scale DEVELOPMENT DENqNEERIN , PL.LC USGS Geologic Map OFR 76-20 P.O.Bax446 Proposed Residence Tacoma,WA 98401 201 Montgomery Lane Ph(253)228-0513 Port Ludlow, Washington www.de-civil.com Job No:16-067 April 2016 Figure 4b • • Scale 1.24,000 , 1 mile, 0 44. moo lion Metres tt �•M UIr i T` .1N44. I ups 4 Urs s Uoc-, : Urs ?` I t Uos '- 1 la (. , - Urs 'L/�a+ _ .-.:1 .[t.d i` Urs `� t=` xr,~I,1 s Uos f ,� . ems: ` s ....9 ..... M i U i7 �� 1 v' � / U ✓ 1 [ S aC ;r U,Is il 1) Q'l " gam' ' lld1 S _ is 1 •`' a T • Urs Um. Si ' likbe, Approximate Site Location C) 1, Not to Scale D.EVELOPMENT Coastal Zones Atlas JII ENINEERIN , PLLC P.O. Box 446 Proposed Residence Tacoma,WA 98401 201 Montgomery Lane Ph(253)228-0513 Port Ludlow, Washington www.de-civil.com Job No:16-067 April 2016 1 Figure 5 r 1t t/U'FR VED rk, ¢ oN co JEFFERSONOUNTYilke4 •DEPARTMENT OF COMMUNITY DEVELOPMENT OCT 0 2008 "Q 621 Sheridan Street • Port Townsend • Washington 98368 qs" p www.co.jeffe son.wa.usc ommdevelopment JEFFERSON COUNTY OCD Hnl Master Permit Application MLA: 0?) — *.T Project Description(include separate sheets as necessary): s, vice "'ci NI :Ir 4es. Aci,ec_ �/4.a►, v-:),t- Tax Parcel Property Number: 41 c( O to a" 15 2- Size: . 2. S +/ ( cres/a sc}earafieet}. Site Address and/or Directions to Property: Al an -{-4)o,4 �-y 1.4-enc / � - Laa.c1 I a,..0, w 1}- 9 Y 36,5 Property Owner(s)of Record: G-4r y ' . grid-n e y Telephone: 14 2.S - 14-39 - t Z t 7 ( Fax: 1.4"2-5— 3 6i'—of ' ( email: la ry E'r a -7 A u.,Jcn .«,� Mailing Address: L.`i.{'o 1 2 31 11" pi_ SE_ a:, +-ti e t(/ WI A- q T o i 1 / r / Applicant/Agent(if different from owner): Sk.,le,. Telephone: Fax: email: Mailing Address: What kind of Permit?(Check each box that applies Building 0 Variance(Minor, Major or Reasonable Economic Use) ❑ Demolition Permit 0 Conditional Use[C(a),C(d),or C]** 0 Single Family !a'Garage Attached Detached 0 Discretionary"D"or Unnamed Use Classification ❑ Manufactured Home ❑ Modular 0 Special Use(Essential Public Facilities)** ❑ Commercial* 0 Boundary Line Adjustment ❑ Change of Use - 0 Short Plat** ❑ Address 0 Road Approach 0 Binding Site Plan** ❑ yome Business ❑ Cottagelndustry 0 Long Plat** ropane 0 Planned Rural Residential Development(PRRD)/Amendments** ❑ Sign Cl PJat Vacation/Alteration** ❑Allowed"Yes"Use Consistency Analysis horeline Master Program Exemption/Permit Revisions** ❑ Stormwater Management 0 Shoreline Management Substantial Development** ❑ Site Plan Approval Advance Determination (SPAAD)* 0 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 ❑ Tree Vegetaion Request *May require a Pre-Application Conference **Requires a Pre-Application Conference Please identify any other local, state or federal permits required for this proposal, if known: 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 all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access 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. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the application t at he or she wants for notice. Signature: ' ``% i as Date: /7-3/4'S' The action or actions Applica 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 will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transferable responsibility for ad ring to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. Signature: ___ Date: /a �S' ,37 ' G:\Permit-Center\###FORMS###\DRD FORMS\Master Permit Application 12-19-2006.doc 0 BUILDER STATEMENT 11 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 will be assuming the responsibility of the •General Contractor for the proposed project. Signature'9„� Date: )v/3/fig GENERAL CONTRACTOR OR MANUFACTURED HOME IN ALLER: PHONE: FAX: ( ) ( ) MAILING ADDRESS: EMAIL: CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: PHONE ( ) FAX: ( ) MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: jl( New t' Wood Existing: Xgewer ❑ Addition ❑ Steel Proposed: 3.5 Bank ❑ Community System ❑ Alteration/Remodel ❑ Concrete Total: 3. c. Heigh/ ❑ Individual System ❑ Repair ❑ Masonry ((ate SEP Permit# ❑ Demolition ❑ Other: Bedrooms: Water Supply: Existing: Setback: ❑ Private well ❑ Two Party Type of Heat: Proposed: 3 © 'Public E�G�TA.G Total: Name of System: 0(yn►p: t2urea' ESG,JGY 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: i Underground Tank )(Above ground Tank Size of Propane Tank:fe )v &A i--- i Heat Stove KCook Stove loodstove Fireplace Insert i Hot Water Tank i Pellet Stove i 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, including the reserve area. . Square Footage Current Proposed ,ForOffice;Use-Only Amount Revision? } 1-)t-51' Main Floor Heated L EH BId App Review: . FL 0°Floor Heated Consistency Review: `c LO 1F Other Heated Base fee: 1p a 8.vV Mezzanine av e_ll o e- -1.OD Heated Basement n Check fee: 1515 1t1G (o97/4Pla ► '108.ea — Unheated Basement �5 t�•�OState Surcharge fee: •,1 .5D Other Unheated — f39 ,,t ' Pot Water Review fee: 'cj r O!l Garage/Carport S5 r O-1. SUBTOTAL 4 ll�I 27 Decks 3 a$,. ( 911/Rd Approach fee: i Other TOTAL: $ 51I't. 3`] Receipt Number: l Z °t Cash/Check Number: ESTIMATED'COST(REQUIRED) 3 1 S(Q(p 1"3 ate: i lb t Q� •Fair market value of all labor and materials four t 7/3 / Initials: C\_,3 G:\PermitCenter\###FORMS###\DRD FORMS\Master Permit Application 12-19-2006.doc / 64.-O' )� 26.-0" / 28-0' 4'-0' 4'-0' -O' / 3.-9 V4' IV-4 3/4' / 2 3/4• / 16'-10' / 3'-2' / 6'-0' / 3'-10' �'-O'S '-0'/3'-6 V4'// W-6 V4' / 3.-0' // • 8 V!' 2046 3016 L" CASE COASE +. \ 1.a \n\�xx .,.. ...1.m\mmvmom\\\m\\mm\\mm\\m\\m�\�a�amm\\ \\\\\m\m\\�.�.__ . 41 ti j Ga+ae O :- ' IL:1 El ---' n . r • ..• § S 44 ggl M s' .4, qt. 7C t ,::. • a i gi! a r _ iu. -tz-: 'i-. r miiii, 47•. ,, ,, :1' - -, , 11 u IIII:iii , 1 hel: 1 1 16.-0'x 8.-0' "fiN I ,,,,,,,, -2 I i -... I I 0 Oil 1 2;.- I/ Al t i 1 EMUMNMM n r h � c rn ' 't 'ill A ■■ ir , Pill � o te • H I r8 hi 4 4- ry-, i>. a4. I ! I., II II Pias 1 z a ... . li Int F2g 1,(,,0#74,311111111.5'- t: 44i -k- ... ,_ t _ ,,r''' .42 4 ' 1 .. imirr, § /-\ UJ /d s a 1 m1--tt D. R a w M' _ r-------i V .'t . z 3A in ° a i i _ �' e �� ' / i 0 � � N \ ♦ II — [ i ;RS \\ I\\I \\.��.\\.\o\\\\\m.\.\.,,\am\\\.\\\\nu\\o.\\\\\\o\• Ma 3060 3�6 4 + j el* A9RiCs pYIMICs eH SH o / T'3 VI' /2' j 102 / J-6 V2, 3'-O' / 5'-6' / 3'-0' 7-101/4', / 1W-11/4• / 3'-9 V�10 3/4' ID-a V2' / 16'-10 3/4' / 16'-0' -0'w O�-0. -0, 64'-O' /r / / Ec....._ ,.______. ek, 1: 1 : • }4I ir Ir �-tr.�1R�T}� 0 sia south Peatady St I DAM I ' '"_. \Kt:KR °I ' A New Residence.For.11 nV 11 1111d[Il.i uf� 7�i��/��1� 11 11..11 Suite B t /M wUP, C— Jam' ram--, T r.+* 64'-0' a'L / Nr'-O' / 2V-O' / 4'-0. / 6'-0' / ,, ,Jr / 3'-0" ♦ T-0' -/ /3'-0 3/8' , Tom-' 410 \ \ `" i w a S \ R 41 a , he Wii . I k �L obi \ � i P I _ �s I —i T Cl '4 a-' w till ® \, ‘ . 1 w.._ �.. to i ,V ig i„iO , IA 9 A 1. , T. 4,, r II r' u S ' I 4, s. O 0 I1 N i _ ,._OF —I lid R................ \-,..., J 1,.. • s al e. a 3/41/ (p V '-3/4' b'+6 3.41 3%910' Jr..,V!, 4'-I IM 5'-13/4' ?: 1'-13/4' V4i la \ 41 4 a. A d: aS 0D 40v 0 3r IT 1 Ns4 I p! s / 6'-I V1' ), -I 1'-10 Vr / 3%9 VI' -41Q 4'-1 V!' / I-13/4' 6'-O' a 3/4/ - —ET b l tf • - 1' i. e S NA -- ik\.., -�\ I — d J N o k� m� VrYX i '° � Ul G. iil 41 Pg ' ;: s—� 1 ! C5 m 0ar: if ,<- ''.. 11:1, I lb= agree ) 4'�I" 1 3 `-s 6 / 13.-0 1/4' 1'-14, 5'-3 VI' 5'-0 3/4'13y4' Ci'-3 3/4' ( 3'-8 3/8'/ / / 14'-b VY / IV-6 la' / 20'-0' / -Co38' / 6'-0' / / 64'-O' O 319 South Peabody 3t ,,,, 3 liialt I' '- DAT& Suite B \nircauTEcr A New Residence For I Port Angel •A s z MOW: -o„� Mr. & Mrs. Gary Hackney ARCHITECTS Phone:(380) 452-8118 CONN(. NO. A'ii7r,usxucror,I ( ) 452-7064 �_ Port Lodlow, WA ppwl # Rik Al CONNECT F0077NG DRAIN TO TIGHTLINE DOWNSLOPE OF LEAF TRAP CATCH BASIN WITH WYE OR TEE 4 "0 HOPE PIPE ® 27. MIN. SLOPE, SEE DOWNSPOUT COLLECTION LINE DETAIL LEAF TRAP CATCH BASIN WITH SOLD L! CONNECT ALL DOWNSPOUTS TO UNDERGROUND STORMWATER COLLECTION PIPE TIGHTLINE ANCHORING BLOCK, 4"0 77GHTLINE, SEE CABLE ANCHOR DETAIL SEE TIGHTLINE DETAIL � I o R I 40 PROPOSED CATCH BASIN W/ GRATE LID I � � o SLOPE DRIVEWAY IINTO CATCH BASIN �> O 4 "0 HOPE PE 27 MIN. SLOPE. SEE DOWNSPOUT o COLLECTION LINE DETAIL o 0 0 I 0 a v CONNECT ALL DOWNSPOUTS I TO UNDERGROUND STORMWATER I o COLLECTION PIPE I I o n v I o o — -- 4 "0 HOPE PIPE ® 29 MIN. SLOPE, ISEE DOWNSPOUT COLLECTION LINE DETAIL CONTINUE BUTT WELDED HOPE PIPE A MINIMUM OF 50 FEET FROM FACE OF. BLUFF AND THEN SUPPORT CABLE TO BE A TRANSITION TO PVC PIPE CONT71V000S LENGTH OF USING APPROPRIATE GALVANIZED WIRE ROPE ADAPTER. OR CABLE (112 INCH DIAMETER) 4" DIAMETER HOPE PIPE WITH WELDED BUTT JOINTS RATED BY MANUFACTURER FOR A MINIMUM OF 200 PSI WORKING PRESSURE RIGIDLY ATTACH SUPPORT CABLE TO PIPE AT 50 FOOT INTERVALS 1117H STAINLESS STEEL CLAMPS AND HARDWARE INSERT 36" LENGTH OF 2" GALV IRON PIPE INSIDE OF CROSS BARS FORMED OF HOPE PIPE (WITH CAPS) AS SHOWN. DRILL A TOTAL OF 225 HOLES, EACH 112 INCH IN OLAMETER, EVENLY SPACED ..(EXCEPT THRU COUPUNCS) ALONG THE HORIZONTAL MEMBERS OF DISPERSOR. 2' (MIN) f/ \ ROUTE SUPPORT \ CABLE TO ANCHOR PER DETAIL USE PREFARBICATED BENDS OR SWEEPS TO MATCH SLOPE OF GROUND. ALL nMNGS TO BUTT WELDED. BREAKS AND IRREGULARIRES IN THE FACE. OF THE BLUFF ARE NOT SHOWN PIPE ✓0/N1S, LONG SWEEPS OR HOT BENDS MAY BE USED TO MATCH THE PIPE TO THE FACE OF THE BLUFF. PROVIDE AUCEREO OR DRIVEN ANCHORS AT 6EN05 OF MORE THAN 10 DEGREES ENTIRE ASSEMBLY MAY BE ALLOWED TO HANG FREE EXCEPT WHERE ANCHORS ARE REQUIRED AT BENDS. j ALL CAPS ON FLOW DISPERSER 4.5 TO BE THREADED AND REMOVABLE WIAP EYE OF SUPPORT CABLE AROUND HORIZONTAL MEMBERS OF DISPERSER AS SHOWN. USE A MINIMUM OF 3 CABLE CUPS OR SIMILAR METHOD OF FORMING EYE ENSURE THAT CABLE IS TAUT FOR ITS ENTIRE LENGTH. LOCATE BOTTOM OF DISPERSER 12 - T8 INCHES ABOVE LINE OF ORDINARY HIGH WELDED HOPE TEE\ WATER (VEGETATION LINE) \PLACE 6 - 12 INCH DIAMETER STONES UNDER PIPE FOR EROSION CONTROL. STONES TO EXTEND A MINIMUM OF 2 FEET FROM HORIZONTAL PIPE /N ALL DIRECTIONS. TIGHTLINE PIPE DETAIL NO SCALE PLAN VIEW USE SHOP 5WAGED STAINLESS STEEL COMPRESSION SLEEVE TO FORM EYE IN SUPPORT CABLE REINFORCING TO CONSIST OF 4 STRAIGHT SECT701VS OF J4 GR-50 BAR PLACED WHERE INDICATED WITH J" CLEAR AND 3 HOOPS OF JJ GR-40 BAR EVENLY SPACED ALONG ANCHOR CONCRETE TO BE 5 SACK CABLE ANCHOR DETAIL NO SCALE � I I DISPENSER TEE—1 I I I I I Io I� I O I I� I� 0 ]0 � I SCALE IN FEET INSTALL WATTLE OR EQUIVALENT EROSION CONTROL I BARRIER DOWN SLOPE OF ALL CONSTRUCTION PRIOR TO BREAKING GROUND, SEE WATTLE DETAIL I � I II I 55' SETBACK I � I FINISH GROUND SURFACE DIMENSIONS GIVEN ARE NOMINAL. ANCHOR BLOCK MAY BE POURED IN STANDARD ECOLOGY BLOCK FORMS a s e e TYP. BUILDING FOOTING . e UNDISTURBED SOIL DOWNSPOUT DOWNSPOUT CONNECTOR (NOT TO BE WATERTIGHT) PIPE BENDS AND EXTENSIONS AS NEEDED 18" MIN. DEPTH 4"x4"x4" TEE 4"0 COLLECTION LINE AT 27 MIN/MUM SLOPE PERFORATEC FOOTING CPAIN DOWNSPOUT TO COLLECTION LINE DETAIL NOT TO SCALE NOTE DO NOT CONNECT FOOTING DRAINS TO DRAINAGE SYSTEM. JFFF[RSON COUNT WATTLE CASING /S A BIODEGRADABLE 1 " SQUARE STAKES DRIVEN THROUGH TUBULAR PLASTIC OR SIMILAR ENCASING / WATTLE EVERY 3' - 4' MATERIAL f/ 8" - f0" STRAW PLACE WATTLE IN 3" — 5" FILLED WATTLE DEEP TRENCH STRAW WATTLE_- STANDARD STAKING NO SCALE FOR SHORT DURAT70N PROJECTS WHERE THE CONTRACTOR DESIRES TO REUSE THE WATTLES WITHOUT DAMAGING 77-IE CASING THE ALTERNATE A -FRAME STAKING METHOD SHOWN HERE MAYBE USED. NOTE: OVERLAP WATTLE SPLICES A MINIMUM OF 4 FEET. NO BUTT JOINTS. STRAW WATTLE — ALTERNATE STAKING NO SCALE RESIDENTIAL DRAINAGE & EROSION CONTROL NOTES A. REGULAR MAINTENANCE /5 ESSENTIAL TO MAINTAIN PROPER PERFORMANCE OF THE DRAINAGE SYSTEM. IT 1S THE OWNER'S RESPONSIBILITY TO MAINTAIN A FREE FLOWING SYSTEM AND OBSERVE IF THE SYSTEM IS OPERATING CORRECTLY. B. PRIOR TO STARTING LAND DISTURBING ACTIVITIES THE CLEARING LIMITS MUST RE MARICEO, THE TREES WITHIN THE CLEARING THAT WILL REMAIN MUST BE MARKED AND EROSION CONTROL MEASURES MUST BE INSTALLED. C. REVEGETATE DISTURBED SLOPE WITH NATIVE PLANTS AFTER INSTALLING BURIED OUTLET PIPE. D. SEE ATTACHED REPORT E. VARIOUS INSPECTIONS MAY BE REQUIRED DURING CONSTRUCTION: 1. EROSION CONTROL INSPECTION. 2. INTERIM INSPECTION, MAY BE REQUIRED, 3. FINAL INSPECTION. M. wl Dl 43230 / GIs IERk��� FSS/ONAL EaG g( V" 15cD I Z V 04 V W ^ W b i a tT � O O j � 3 Z L 3 3 vi i o {� m W l W G W QQ CD Y U W C S 2 N N O G U¢ VT APPROVED STORMWATER PLAN NOV 2 1 2008 JEFFER50 UN DE PT. DEC( Y U' F� S16NATVRE: