Loading...
HomeMy WebLinkAboutBLD2000-00547 • • • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 (800) 831-2678 PERMIT#: BLD00-00547 SITE ADDRESS: 1482 SHINE RD Received Date Issue Date 08/22/21 03/22/2( PORT LUDLOW, 98365 APPLICANT: BRIAN BEAULAURLER Expiration Date 03/22/; KATHY BEAULAURLER PHONE: (360)337 1482 SHINE RD PORT LUDLOW WA 98365 SUBDIVISION: SQUAMISH HARBOR SHORT PLAT PARCEL NUMBER: 721031020 Block: e: Section: 3 Township: 27 N Ran Lot: 4 CONTRACTOR: 9 01 E OWNER PHONE: LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION SINGLE FAMILY RESIDENCE REQUIRED INSPECTIONS: [ ] Setbacks (Shoreline Setbacks): [ ] Footings: "11-/---- , [ Foundation: e2/ [ ] Underground Plumbing/Underground Insulation: [ ] Shear Wall: v [ ] Framing/Plumbing: /_ Z %d 9a3 [ ] Propane Tank/Lines: , [ ] Insulation: - i..<< DK /10.303 [ ] Sheetrock: 0 7 ie.03 [ ] Final/Occupancy Approval: ® i K C/ 6� THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWEDN BUILDING INSPECTION HOT-LINE 379-4455. CALL 2HOURS IN ADVANCE TO SCHEDULE INSPECTIONS. Office Hours 9:0:0 0 a.m. -4:30 p.m. Inspector's Phone Hours 8:00 a.m. - 9:00 a.m. HOT LINE AVAILABLE 24 HOURS A DAY F_BLp_permit_Buildng.rpt 10/29/19 X BUILDING PERMIT APPLICATION Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD00-00547 Received Date: 8/22/2000 SITE ADDRESS: 1482 SHINE RD PORT LUDLOW, 98365 APPLICANT: BRIAN BEAULAURLER PHONE: (360)337-1278 KATHY BEAULAURLER 1482 SHINE RD PORT LUDLOW WA 98365 SUBDIVISION: SQUAMISH HARBOR SHORT PLAT Block: Lot: 4 PARCEL NUMBER: 721031020 Section: 03 Township: 27 N Range: 01 E CONTRACTOR: OWNER PHONE: ARCHITECT/ MC MENNAN ENGINEER : 9465 PROVOST RD SILVERDALE WA 98383 PROJECT DESCRIPTION: SINGLE FAMILY RESIDENCE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 2,655 VALUATION 328,872.00 ADD'L: 1,240 HEAT TYPE: PRO CODE EDITION: 1997 HEAT BASE: 1,810 HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: 624 SHORELINE: CONST TYPE: DECK: 686 SETBACK: 350 BANK HEIGHT: 8 SEWAGE DISPOSAL: CON WATER SYSTEM: PUBLIC PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: 4 Prop: 4 Seismic Streams Total: 4 Total: 4 Flood Way Flood Plane F&W Landslide Routing Date: - ..Z.D-_o d Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Weceil v wereR � .... i - E rot Permit $2,276.15 MAM 08/22/00 34109 Plan Check $682.85 MAM 08/22/00 34109 State Building Code $4.50 MAM 08/22/00 34109 MAR 2 2 2001 Potable Water Application $30.00 MAM 08/22/00 34109 i JEFFERSON CO N. Total: $2,993.50 DEPT. OF COM NIW DE ELO?MENT SIGNATURE: ��J is\F_BLD_App_Bld.rpt 10/29/99 0 ty Iev I Jefferson County Department ofik.r t ��4SON e°� 821 Sheridan Street,Port Townsend WA 88388[300]378-4450 w � opAP5c © oIs4i:i%i.i(1);) �� � Isl.", N� Project Description: C'ZIJ j i I�tc I 1 01vJ F. K1/15 1(/titiC igi i 4 3 L- t1 t1 IN € t9,Q Building Type: Project Type: Frame Type: x Single Family XNew A Wood ❑ Garage Attached/Detached ❑ Addition ❑ Steel ❑ Modular ❑ Alteration/Remodel ❑ Concrete ❑ Commercial ❑ Repair ❑ Masonry ❑ Multi-family/#of Units ❑ Demolition ❑ Other. ❑ Industrial ❑ Other. Bedrooms: Bathrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing 0 Existing 0 ❑ Sewer Community System ❑ Electricity ❑ Oil Proposed: 1-- Proposed: ❑ Individual ystem ❑ Woodstove "Propane Total: 4 Total: If not sewer,fill out the following: ❑ Heat Pump Conventional ❑ Alternative ❑ Other Permit# SEP Water Supply: ❑ Private well ❑ Two Party ellA Public:Name of water system: Square Footage: _ '' For Office Use Only Main Floor �V 1. o�°1`� •�y UBC OCCUPANCY GROUP 2�FloorI. o bc ))b J� / Base feel + _ 3�Floor �% rr�� ` CO Plan Check fee s Htd Basement \bV a\�� State_Surcharge-fee -I s `J_V Unhtd Basement �,`{ Subtotal s Garage/Carport C � `"�v Pot Water Review fee —.® " Decks ' g G \%\� `s • • •g . fla Commercial - OTAL ,.. ---""' - _ Industrial °eceipt # ,� _ Other °-• Cash/Check# Total Valuation C6 Initials Or �� Date ,�'f Estimated Cost: If within 200' of the Shorelin: _ Distance to Bank or Ordinary High Water 1 ark 5 5 0 ft.Bank Height e ft. By signing the application form,the applicant/owner ; .,that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any omission of a material fact made by the applicant/owner 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 attomey'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 1 I further agree to provide access and right of entry to Jefferson County and it's employees,representatives or agents for the purpose of application review and any required later inspections. Access and right of entry to the applicant's property or structure shall be requested and shall occur during regular business hours. Signature: �'- !✓t �----' Date: c37Z— Z.-7(.9 d IA � 0— C) < 'Fr 1 r: .i. 1 �LDING PERMIT APPLICATI. ' �.--,,, Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 ERMIT #: BLD00-00547 Received Date: 8/22/2000 SITE ADDRESS: 1482 SHINE RD PORT LUDLOW, 98365 APPLICANT: BRIAN BEAULAURLER ' PHONE: (360)337-1278 KATHY BEAULAURLER 1482 SHINE RD PORT LUDLOW WA 983651 SUBDIVISION: SQUAMISH HARBOR SHORT PLAT Block: Lot: 4 PARCEL NUMBER: 721031020 Section: 03 Township: 27 N Range: 01 E CONTRACTOR: OWNER PHONE: ARCHITECT/ MC MENNAN ENGINEER : 9465 PROVOST RD SILVERDALE WA 98383 PROJECT DESCRIPTION: SINGLE FAMILY RESIDENCE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 2,655 VALUATION 328,872.00 ADD'L: 1,240 HEAT TYPE: PRO CODE EDITION: 1997 HEAT BASE: 1,810 HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: CONST TYPE: 5N OTHER: SHORELINE: CONST TYPE: GARAGE: 624 SETBACK: 350 DECK: 686 BANK HEIGHT: 8 SEWAGE DISPOSAL: CON PI- 12 Z° WATER SYSTEM: PUBLIC PARCEL TAGS: BEDROOMS: BATHROOMS: STORMWATE YES . ` AREA Exist: Exist: Wetland [JAEresrvii 5 Prop: 4 Prop: 4 Seismic No Streams I Total: 4 Total: 4 Flood Way No Flood Plane F&W no Landslide Routing Date: '3 - Z _CC) Shoreline .�'(YOf1554 N Aquifer D (� Forest: Corfimercial N 0 Rural N L) '"ter -Pr xlmlt Plat C•a• Type Amount Paid By: Date: Keceipt: dew��;,,�,�. �l Permit $2,276.15 MAM 08/22/00 341090 ! ,!_. Plan Check $682.85 MAM 08/22/00 34109 - ., i State Building Code $4.50 MAM 08/22/00 34109 i / '/ V Potable Water Application $30.00 MAM 08/22/00 34109 Total: $2,993.50 Q 4,.)„,,Thipsti"y 0.0 i i:\F_BLD_App_Bld.ryt 10/29/99 "Jefferson County Department of Community Development August 30, 2000 621 Sheridan Street, Port Townsend, WA 98368 (360) 379-4450 FINDINGS AND CONDITIONS OF APPROVAL AS REQUIRED UNDER THE JEFFERSON COUNTY INTERIM CRITICAL AREAS ORDINANCE Applicant: BRIAN BEAULAURLER KATHY BEAULAURLER 1482 SHINE RD PORT LUDLOW WA 98365 Critical Area Review Case Number: CAR00-00377 Project Description: Single Family Residence Parcel Number: 721031020 S-T-R: 03-27N-01E Site Address: 1482 SHINE RD PORT LUDLOW WA, 98365 FINDINGS: In accordance with the authority provided under subsection 4.101 and the requirements contained in Subsection 5.402 of the Jefferson County Interim Critical Areas Ordinance, the following are findings of fact relating to the referenced application: 1.) The application was reviewed by Jefferson County Permit Center staff on 8/16/99 for the potential presence of critical areas regulated under the provisions of the Ordinance, and the following critical areas were confirmed as potentially present on the subject property: Landslide Hazard (Severe), Wetlands (Associated with Shoreline), Seismic, Erosion, Type III Stream, Shoreline (Suburban), and Special Aquifer Recharge Area inside Susceptible Areas. 2.) Acting upon the above information, Jefferson County staff conducted a site inspection of the subject property on 8/18/99 and confirmed the existence of the following critical areas and/or their associated buffers on the property: Wetlands associated with the shoreline, Seismic and Erosion Hazard Area, Type III Stream, Shoreline (Suburban), and Special Aquifer Protection Area inside Susceptible Area. 3.) A site inspection by Permit Center Staff was performed on 8/18/99. 4.) Aquifer recharge areas in Jefferson County are characterized by porous geologic formations that allow percolation of the surface water into the soils and the underlying zone of saturation. Aquifers are geologic formations that contain sufficient saturated permeable material to yield significant quantities of water to wells and springs. Aquifers serve as the source of drinking water within most of the rural portions of Jefferson County. 5.) Susceptible aquifer recharge areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. This includes any portion of Jefferson County with a DRASTIC index of greater than or equal to 180 points as determined using the U.S. Environmental Protection Agency DRASTIC methodology: Drastic: A Standardized System for Evaluating Ground Water Pollution Using Hydrogeologic Settings (EPA 600/23-87-035). 6.) The potential for an earthquake of a high magnitude occurring in western Washington in the near future is considered a high probability by regional experts. 7.) Geologically Hazardous Areas in Jefferson County are characterized by slope, soil type, geologic material, and groundwater that may combine to create problems with slope stability, erosion, and water quality during and after construction or during natural events such as earthquakes or severe rainstorms. 8.) This waiver also includes findings and conditions for evaluation of shoreline areas as regulated under the provision of The Jefferson County Shoreline Management Master Program, adopted March 7, 1988, as amended. 9.) The standard setback for residential structures, including common appurtenant structures such as garages and workshops, shall be 30 feet, or 1 foot for each foot of bank height, whichever is greater. This setback shall be measured from the bank's edge when the bank height exceeds 10 feet. 10.) The proposed single family residence is located outside of shoreline jurisdiction. The site plan submitted indicates the building envelope will be located 325-feet from the shoreline. s r, y • " ' is waiver from the provisions o Jefferson County Interim Critical Areas rdinance is granted subject to the following conditions. Any deviation from these conditions shall result in this waiver being revoked and the application becoming subject to further review. CONDITIONS OF APPROVAL: 1.) Surface drainage shall not be directed across the face of a marine bluff, landslide hazard or ravine. If drainage must be discharged from a bluff to adjacent waters, it shall be collected above the face of the bluff and discharged to the water by tight line drain and provided with an energy dissipating device at the shoreline. A shoreline permit is required to discharge water at the shoreline. 2.) A minimum setback of 30 feet shall be permanently maintained as a fish and wildlife habitat area buffer associated with the shoreline. This buffer shall be measured perpendicularly from the ordinary high water mark along the shoreline. 3.) A setback (buffer) of 25 feet, measured perpendicularly from the ordinary high water mark along the bank shall be permanently maintained as a fish and wildlife habitat area. 4.) Fish and wildlife habitat area buffers shall remain naturally vegetated. Should buffer disturbance occur during construction, replanting with native vegetation shall be required by the Critical Area Administrator. No alteration shall be made to the fish and wildlife habitat area buffer without prior authorization by the Critical Area Administrator. 5.) All construction activities, including the storage and preparation of materials, shall not encroach upon the designated fish and wildlife habitat area, its associated buffer, or any critically important plants and trees identified on the subject property. 6.) Damage to vegetation to be retained on site shall be minimized by directional felling of trees away from these areas. bli6VVAA) /41/ 9/f`//7 a Warren Hart, AICP Date 1 Critical Areas Administrator I understand that the granting of the above waiver from the provisions of the Jefferson County Interim Critical Areas Ordinance is made subject to my complying with the above listed conditions,and that any violation of said conditions shall result in revocation of the permit or approval and further review of the project under the Critical Areas Ordinance. Please sign and return to the Department of Community Development. • 9 / 3 00 Applicant's Signature Date c: Fite I:\F_CAR_Waiver_W_Conds.rpt 12/13/99 • • 1 JEF1I ERSON COUNTY STORMWATER MANAGEMENT ORDINANCE SMALL PARCEL EROSION AND SEDLMENT CONTROL PLAN EROSION AND SEDIMENT CONTROL WORKSHEET Property Owner: -6 r--,1 aN EULUIi E.k Telephone: 3620 — 331 — ( Z1 Address: g 2— 5 I-{ 1 NJ F fj _ fO L_t)D LO 'J i.)4 _ 9 S 3 S Assessor's Parcel Number: Z(- I - 0 z_O Building Permit or Septic Permit Application Number(if applicable): Brief Project Description: C--0^f ST KU Li l d 0 r'` 3 1 N 6- Site Location: L 0 T S Q J A('11 J.; Ft A-�f, S . P. Person Responsible for BMP Installation and Maintenance: -FP's()P¢.K( ' 610 I E_A Address: Telephone: 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.). SPESC Instructions—Long Form Revised June 3, 1999 9 ;x. 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. 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. X 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. ,Pst.Place gravel base on roads, driveways, and parking areas after clearing and subgrade preparation. Protect adjacent properties and water bodies from sediment deposition: [] Place straw or hay bales in ditches and drainage ways down slope from areas of land disturbing activity to filter runoff before it leaves the project site or enters water bodies. (See attached illustrations from Stormwater Management Manual.) Install a filter fence down slope from areas of land disturbing activity to filter runoff before it leaves the project site or enters water bodies. (See attached illustration from Stormwater Management Manual.) 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. SPESC Instructions—Long Form Revised June 3, 1999 10 • EROSION AND SEDIMENT CONTROL WORKSHEET 2. Describe how disturbed areas will be permanently stabilized (seeded, landscaped, apply gravel base to roadways, etc.) �t5 wcE A &3 JIC_C_ 6 sELDED Iitirr it ff-,srtI4 NJi c o l} ri Q lJ IT 1 14 y l`t Vi —r D t4i&riA 6 F C'1 PLIi r &r L A/ 0 5 L- 1T0 * x7 r/f_1,J IS- w I L 4v _) i ter°=L) G-1/A-rl 0 Al • 3. Describe how runoff from impervious surfaces will be controlled (disperse to vegetated areas to infiltrate, dry well,infiltration trench,route runoff to existing drainage facilities,etc.). , --rn.f'El U 1 d L5 5 t/ / 1 L _ c am L�t �—r 7 1 r✓ P t (9A vA/�I c-fo drip -rAtoK Atlp /16- G i rJ TO I%_��5 i r✓�� >;�> a �Z1�R� >U�-��L ft R �E �� OUT T Q cK . SPESC Instructions—Long Form Revised June 3, 1999 11 1~ K • • C. ''' .r" 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. ( AUf�l_.._ KO O r 1 k$(f T4 Ohl lac vtir t °t,/ OF f o v N D 'fil 0 N/ 5 rz--ED lag-- A-N D STM 01 F( LTt F (1 ti\►,,,v-o L prriaL' A-rry _ c-aArt o 8ACK f1 0F.-- F o v>V 9 trrid n[•• ITV ►�5 E t NC_ T 1 a fk L_ 1ME — O G0 DAYs The Best Management Practices proposed above will be implemented to control erosion, sediment, and stormwater runoff. I will notify the Permit Center for inspections as required. I "••----. .6...,.2--.1) -ej . 4-876) 6) Si ature of Owner/Agent Date SPESC Instructions—Long Form Revised June 3, 1999 12 Jefferson County Department of Community Development SON 621 Sheridan Street,Port Townsend WA 98368 (360) 379-4450 /ti'- ' ' $( ..,.....,_ Universal Plot Plan Fill in the following blanks as completely as possible : Project Description: _ li �n�S KU Cr/o,J OF 5 , ►=F . 5 W JG � : t ..........____, 9 Digit Parcel Identification Number (from your tax statement): Site Address 911#: 1 L Road Name: Ft ((') - RV Zip Code: '1 93 6 5— Legal Description Subdivision Name: 4_07 z1'` 5 ()briirp,1 5 H f`,6OkBlo P.. Lot(s): Section: Township: Range: Parcel Size (acres or square footage): .> , I 6 A(� ri_ - Pro n Ower: fsl /� tir !�i 27 Mailing Addre s: i - C— S l r r . (0 -r LOPLJ ,u) A , i t 3 6 / Applicant/Occupant: Phone: (if different from owner) .3 A-14\ Mailing Address: Authorized Rep: NO Phone: Mailing Address: General Contractor: Or Manufactured Home Installer: 5/ 1'\ pro P/EKT f Phone: Mailing Address: 0 w Contractor's State License Number: Expiration Date: Septic Designer: Phone: Mailing Address: t L IZ-AP y iW5 L� D C.)1-r <5 I E__ Architect:/Engineer: Di - N Y - ' 1 ti N N At) - Phone: Mailing Address: I t .� P f VCR 3 rD . S( L O tZ �,N C L L , W/A . Loan Lender/General Phone: Contractor's Bond Holder: WO EL— Mailing Address: FOR OFFICE USE ONLY Fire District: Planning Area: School District: Zone: 1/CO H:\home\pincntr\forms\universal plot plan r s 1 SOU:441/SM HARciOR 1, . sitioRr t , 1, SECTION• . T. 27N . R. IE . • 3 e :. . , JEFFERSON COUNTY, WASHINGTON kri R. I• II • I SCALE//mch•50 fort Jefferson Couiy Road Approach No., en•II•io•o f to the Shine Comfy Ai .. T--7, 3QJ,;K`Cl•k �. J D7• .46.E Road. sad'ada t ,. ... . rats."' v 408. 74' S 85'42'0.4•E• I SStouuthCl off th4 t `jam /17.07' �� �17 E Y �'10 1D [XI Si I Nr4 ,� ji �9.i. 6Gtor///*4 e' // pz��if I Z i t.f►)@ ✓ //Ir G. i. PP�('�)`>F!1 4{C)iZ3 (lily7 ly, � 7. ! ( b-", { + Alit) 6.:::;;;; a i .. :.. adis't Declaration for tha drain NW � ,• ti4` '�� .. .._ -- i `. ii �. , sews)aeaa•Kntanddnldtsidaresa ��t•..•. ' �,{ i •ty ! ' Qp forlots%,t,/id!enbt s}I)tnd+:ied\ 7,' �'t„ "�-+++.t!�• w f / within the nrshu and bound)duuiptbns� '�'•,y; 1 ---=-^'— / • i 4 ! ! for lots'1.4 on sheet.f of 3.The 40 foot�' ..-' t, 11 . •. MN•pt r road easement is declsrti for pirate Ingrtu �,_ �.,., , .i. .o,sa' , ' 1 and egress to serve Iota 1-.4;also,public and ;;,� ! M _t i private utilitks,and is incorporated info the me►as atortrw— '-'' d I ad bounds descriptions for lots•1.4 on shoal jof 3. �1 Q : . psis I. LOT i • j .: • 1 awed edve al �. atSe N 4 I , .I:. II. I ,it LOT I. I ST.Se • d I •;I•c;1 :,,e'' found a Pr xdt to tk!up 1.5113Z0an b��/bearacn army Q . •k' M y , .�...:_.. ' 't I �� • t:'tca ,la tax rds Jeffarsoe t txatfjr Fehr I I .! r 0 corner Filament,balanadFist dortestion ' i X .il/,f I I ks�vg0 tarter sal this E I i r t S t44r1 Ihch cor�sit otth plastic carp '1 t tt 1,lcl;tad - no co►ntn ul Tj �,� . . : .. .-_:_-. :._:_ _ • II,0 calculated corner or at not set i �p‘ 1 rT� 4'' ' i ':: •• •I i r:' i I . eat rabarsodptwticcaDl31447 i i I cTr:k I • is !... ! E i c!-z:L.fidd crccas assarau+tand driin(kU Ja J , : :. mot ,,paraderd per o f Anderson i�b .; ' ago ' aur>~pr r ccorUsd n x d Surrcyt '+/A 4L ' ,rt: ,:rwdcisar-mtforh;rau,agrttatansdprlaakaad utdltkIIP ' i pace1466tharuordio/Jsfknon t' U W(cot tasusrJfarwtiarprousdpi.obcandp ivot italics . . ' I CcunfS. I:' ' liwiAli 3 i `"'"""' Sha¢t 2 of I ..v. ,........___ _._._.• . .