Loading...
HomeMy WebLinkAboutBLD2004-00127 • BUILDING PER MIT • Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD04-00127 Received Date 03/1/2004 SITE ADDRESS: 660 TALA SHORE DR Issue Date 04/13/2004 PORT LUDLOW, 98365 APPLICANT: TALA SHORE GROUP LLC PHONE: (206)406-3619 3503 109TH PL NE #3 BELLEVUE WA 98004 SUBDIVISION: TALA SHORES#3 Block: Lot: 24 PARCEL NUMBER: 998200323 Section: 15 Township: 28 N Range: 01 E CONTRACTOR: TIMBERLAND HOMES PHONE: 1-800-488-5036 1201 37TH NW AUBURN WA 98001 PROJECT DESCRIPTION: NEW MODUL R -SFR & DECK(S) REQUIRED INSPECTIONS W SETBACKS: dA fdf/ [c( U F FE R: Abijk- p�f Footing: dk '¢/(q/T / idAelai/lmS, Ok&7ee t d/Orl kr Found tion:/ � � r • Under rountlPIumbing: Ziir s A. Underground Insulation: ` Shear Wall : Q;J Framing: h(M-3 '.../Adi 0 /0r Al Plumbing: OK 7/Q/ P / pr Propane Tank/Lines:- t 1ppNE.L/1E O�/.7,,i/a,LM 4///t'7J ki Insulation: ')ifU O 1ZC#L- e,�_ ,�l-c«<-�,""T,1 Sheetrock: Stormwater FINAL Approval: [ Septic Sytem Final Approval: Et3 03 - Pd Road Approach Final Approval::�03 — 1�'3 [ ) Zoning Final Approval: /V J)d' Final/Occupancy Approval: HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED PRIOR TO FINAL INSPECTION THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. CALL 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS. Office Hours 9:00 a.m. -4:30 p.m. HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY-SEE REVERSE BUILDING PERMIT APPLIC MLA04-00108 ION Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD04-00127 Received Date: 3/1/2004 SITE ADDRESS: 660 TALA SHORE DR PORT LUDLOW, 98365 OWNER: TALA SHORE GROUP LLC PHONE: (206)406-3619 3503 109TH PL NE#3 BELLEVUE WA 98004 SUBDIVISION: TALA SHORES#3 Block: Lot: 24 PARCEL NUMBER: 998200323 Section: 15 Township: 28 N Range: 01 E CONTRACTOR: TIMBERLAND HOMES PHONE: 1-800-488-5036 1201 37TH NW AUBURN WA 98001 REPRESENTATIVE: TIM COTTRELL PHONE: (206)406-3619 3503 109TH PLACE NE#3 BELLEVUE WA 98004 PROJECT DESCRIPTIOI NEW MODULAR - SFR & DECK(S) TYPE OF WORK MOD SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,549 VALUATION 147,854.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 1997 HEAT BASE: HEAT TYPE: PRO OCCUPANCY: UNHEATED: 1,549 #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: 656 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: PARCEL TAGS: YES NO BEDROOMS: A�l�I BATHROOMS: STORMWATER: YES NO AREA Exist: , E`.cist: Wetland Erosion Prop: Q�_a Prop. 2 Seismic Streams Total: !? Total: 2 Flood Way Floodplain Routing Date: r 1�y/ F&W Landslide .�; ; "7 4 F Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: A RI Rie O0V E D Permit $1,262.55 KAS 03/01/04 62673 Plan Check $820.66 KAS 03/01/04 62673 APR 1 3 2004 State Building Code $4.50 KAS 03/01/04 62673 Jefferson County Planning Potable Water Application $52.00 KAS 03/01/04 62673 &Building Department Total: $2,139.71 Ci2/24/2004 09: 35 36I03794451 JEFF CO DCD PAGE 012/03 Froth:New User Fax:+1(208)028-3488 410 To:Fitter Elonyun,Jeff.Co. Few. (360)379-4451,,,,08 111lege 2 of 3 Tuesday,February24,2004 811 AM Jefferson County Department of Commenity Development , `4`°"` _t t Y Sheridan Street,Port Townsend WA 9834(360)339-445 ,:: ` :sal permtiPt /. ,,. F`�'{!t 1 ailt.L [icalion ' , pcc.ai Pro3cet De+rcriptkan: : Buildin„ T ,e; ! Prtric+=t'r"tpt: Frame T r: . irl'tirlot>.fr2a,lr roc l{I {.n,I r i ' 1,t mum.n lal IttTox \i,i.,'pry Multi 1amilti:rt of l'rzwty 1)rntctlitirm t)11wr —..,. ,,, tudvuri•11 f)4h r ._. .... _ , . . IlmI4ruorri:i Iicc(rcrorn ei t "rype of Sur,egg.Dittpusul•_ Tvpr triHrat: 1 v E \i,wilit" I1.RI9iin .+� } !X.-w,..1' l•nrurnit,UIF 1;1su Y1 `.h'L-1.- 4 t hl] Ilr WI',t',I' .,. .I�w+t• 14?9:l,44.11 irie,livi1{Srul Sy4i{411 l�„rnir;ll,1.1' 4331, I t,rah; l'I+tut: •"' ' , 1f'tru xrwer,MI out die Col/erring: TM . f 14-at k',Imh t,xncr,txnl,11 s rr144..-- I 1'trrnit 4' 1I I' .•r 0 - 1 Squat*:rinncxgv: For Offiag Vac Only S "vlstia 17avc • l 0( , i ' ^i + t'aast,ltl 4scu Re+�eu 4-Z'-O O fs 03--4-1 2`-' I.1,rr 1r base ft& 2.102..�._ HI lif I+I411 Cticck'lye _._ Ldl- / f .. ._. ..,� . .... ,.,,,.. I flel Jitckmrrti -tale 4arc,i, nqr let • •_ C'J hRi IIascintnt `] Sttbtnt441 ' 1 r" ��'�yy^•I [Turl e;f.:1Cr3TI .._ © Put T1,' ,+'Ro tt w li:t: _ �"5•;-�.) ._._... I)£rk! f.L`" 1 q? '4.: 1.2 ",t i ntd.&.pp roach f+_e _ P tZA,Pt o3--.' C:r)rnrrli,.ecrat .11Y1.:11. _�22.2 o .7 1 I.)tllrr - __ .. —— -, t oah!C:11u1 k!� '�:7 '"1�i -1'ntal 1 alatatieo; Inaki-lt c l� ()r i)s,ts If within 'of the Sb wish�'; I),<(,,iic'ti Iiunk car Qrtii.rtart I=Iil. )T 04.-rMark I V, 11, Fronk 1 fc',t;hr "• _,.._.._._Ir. 11,-•p,uvy.tin.I 4'i aln,n Um11,[III irrll,ual•'Mir.f.lRt H ll,rt iln•JTh,imui.Al I•ra.Irei h,n:m I<m.,lnri 1.1'fw PO JIII:L•SeTi 1.2 hilt{:n•lwicilih- .4n,inu,-n:il rJ-_l:,,41.4 i,,, 491.2-11 VT,ifa MAIL nill fiU mad,.kJ%lb,3iiplLLJJ4•I,%II r Milk nniter,1,11111E tic,II+4111111 NOW,1IL4:tr.w,EI.n Iirn 1'1rrn1+1i,i1Y,,1011 u1,I„1111 I+e.Cl'tiI.1L^^.ti:I.••.nl,,:1`LanlH h 1164 I:dJ 1;Fnrl."•L.Ifo1¢.,n I,,W71,.1t:.1171,1 III Ii.I.•,,IIH•*,III...1:lISp1. 11.111„-,I. -r,-,•rr0•••1.;I••I,„•'•.,.r.1:!,Krr.^..:•1,1,,,11 r,1,:n:a1Y ei.1 n',;,,, ,i df11-t I44„1+.111 l.111.14 1"1 it'dill„1,•,n...m,,:I:,ac;,J t♦t-enur.r r,t,h:,mono. 1r•Aliii4.ifiPr t..A4.4t1.'4..1.",,mt ngbt.-'Iriilr,1,:IcitIn,rtl f r,linlr and Ir.intrIr,c+.,,a-1+t1 KA1.414.0 intf art r':a Chi.pjurpxr.c.It,IFx41L11t,nl Ve'Lliali anJ mti ai41r,',I I.rt.•t'HT,.I p.r. .\L'(-,-Inld rr}ht f crux.tr,,c prllr llil',1m11t,NY+Ir or1K1111L rhdl . iiii-d:111 i•.h.i11"HT!II,ilrnng rr3.l.1nr III,•I,,c,,it nr+', Signature:— ejr4ltof Date: 2."ter '! OVER ` II:1 ifl'rfl'.`,I'f`:!'ti"Ilt`i\I't'EI11,11 i',1'{ritltiili1.i)pLitlnr.ti,l,llewri.wl l 1 8111 i SPECIAL CONDITIONS FOR CAE t BLD04-00127 • 1.) The application was reviewed by the Jefferson County Department of Community Development staff on March 8, 2004 for the potential presence of Environmentally Sensitive Areas (ESAs) under the provisions of the Unified Development Code (UDC). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following ESAs were confirmed to be present on the subject property: Suburban Shoreline Designation, Osprey Habitat Areas, Eagle Habitat Areas, Seismic Hazard Areas, Levels 1 and 2 Landslide Hazard Areas, Susceptible Aquifer Recharge Areas and Coastal Seawater Intrusion Protection Zones (SIPZ). 2.) Aquifer Recharge Areas in Jefferson County are characterized by porous geological 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. 3.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 4.) 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. 5.) Buffers are areas that shall be maintained in their natural condition, however, minor pruning or alteration of vegetation may be permitted as long as the function and character of the buffer are not diminished. 6.) Among the native conifer species which may be used in buffers or for re-vegetation include, but are not limited to: Grand Fir(Aibes grandis), Sitka Spruce (Picea Sitchensis), Shore Pine (Pinus Contorta), Douglas Fir(Pseudotsuga Menziesii), Western Red Cedar (Thuja Plicata), and Western Hemlock (Tsuga Heterophylla). Among native tree species which may be used includes: Vine Maple (Acer Circinatum), Big-Leaf Maple (Acer Macrophyllum), Red Alder(Alnus Rubra), Pacific Madrone (Arbutus Menziesii), Quaking Aspen (Populus Tremula), Black Cottonwood (Populus Trichocarpa), Bitter Cherry(Prunus Emarginata), Oregon White Oak (Quercus Garryana), Cascara (Rhamnus Purshiana), Pacific Willow(Saliz Lasiandra), and Scouler's Willow(Saliz Scouleriana). Among the native shrub species which may be used are: Sevice-Berry(Amalanchier Alnifolia), Red Osier Dogwood (Cornus Stolonifera) Salal (Gaultheria Shallon), Ocean Spray(Holodiscus Discolor), Indian Plum (Oemlaria Cerasiformis), Pacific Ninebark (Physocarpus Capitus), Red Flowering Currant (Ribes Sanguineum), Wild Rose (Rosa Nutkana), Swamp Rose (Rosa Pisocarpa), Willows (Salix ssp.), Red Elderberry (Sambucus Racemosa), Snowberry(Symphoricarpos Albus), Evergreen Huckleberry (Vaccinium Ovatum), Red Huckleberry(Vaccinium Parvifolium). 7.) Marine shorelines and islands are susceptible to a condition that is known as seawater intrusion. Seawater intrusion is a condition in which the saltwater/freshwater interface in an aquifer moves inland so that wells drilled on upland areas cannot obtain freshwater suitable for public consumption without significant additional treatment and cost. Maintaining a stable balance in the saltwater/freshwater interface is primarily a function of the rate of aquifer recharge (primarily through rainfall)and the rate of groundwater withdrawals (primarily through wells). The Washington Department of Ecology is the agency with statutory authority to regulate groundwater withdrawal for individual wells in Jefferson County. New development, redevelopment, and land use activities on islands and in close proximity to marine shorelines in particular should be developed in such a manner to maximize aquifer recharge and maintain the saltwater/freshwater balance to the maximum extent possible by infiltrating stormwater runoff so that it recharges the aquifer. 8.) The parcel is located within a•stal SIPZ (seawater intrusion protection AP) according to the County GIS map. There are voluntary and mandatory measures identified in the Jefferson County Seawater Intrusion Policy(Resolution 44-22, effective September 23, 2002) that apply to well drilling proposals and building permit applications on existing lots of record. A Coastal SIPZ is defined as: all islands and area within one-quarter mile of marine shoreline, but no history of chloride concentration above 100 mg/L in groundwater sources within 1000 feet. 9.) A vegetative buffer of 50-feet shall be permanently maintained from the top or edge of the Landslide Hazard Area. All buffers shall be measured perpendicularly from the top of the Landslide Hazard Area. 10.) A Geotechnical Report was submitted in conjunction with this application. The report addressed the stability of the geologic hazard area. A setback of 50-feet shall be measured perpendicularly from the top or toe of the geologic hazard to the proposed single family residence, septic drainfield and septic reserve drainfield area. . 11.) Landslide Hazard Areas and their associated buffers shall remain naturally vegetated. Should buffer disturbance occur during construction, the Unified Development Code (UDC)Administrator shall require replanting with native vegetation. No alterations shall be made to the Landslide Hazard Area or its associated buffer without prior authorization by the UDC Administrator. 12.) Prior to and during approved construction activities, the perimeter of the landslide hazard area buffer shall be marked with a temporary sign. The sign shall be placed in such a manner that it can be directly observed from the construction area. The sign shall contain the following statement: "Landslide Hazard Area and Buffer- Do not Remove or Alter Existing Vegetation." 13.) All construction activities shall not encroach upon the buffer. This includes the storage or preparation of materials. 14.) The applicant shall permanently separate the boundary of the Landslide Hazard Area Buffer from the remainder of the subject property through installing logs, trees, a hedge row, or any other prominent physical marking approved by the UDC Administrator. 15.) Critical Aquifer Recharge Areas may require special protection measures to mitigate water quality degradation. The submitted proposal does not require additional aquifer protection measures. However, during construction the project shall follow the Best Management Practices (BMPs) and facility design standards as identified and defined in the Stormwater Management Manual for the Puget Sound Basin. 16.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ: Water conservation measures: 1. Roof and other intercepted precipitation shall be routed to on-site detention ponds and/or other approved means and allowed to be released to the soil slowly. 2. Water collected from Storm water and roof catchments may be used for watering lawns and gardens. Unless catchment water has been treated to meet drinking water standards, there shall be no cross connections allowed between the potable supply and impounded water. 3. Water withdrawn from wells on each property shall not be used for watering of lawns and/or gardens. 4. Ground water withdrawn from each property shall be restricted to a rate of three (3) gallons per minute. 5. Installation of water conserving fixtures such as low flow toilets, faucets and shower restrictors and other water saving plumbing fixtures. 6. Landscaping plan (xeriscaping, native vegetation with minimal amounts of irrigation). Please NOTE that the above listed measures are not intended to be exhaustive, but rather is intended to be illustrative of the types of water conservation measures. 17.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ: 1. Installation of a flow meter. 2. On-going well monitoring for chloride concentration. 3. Submittal of monitoring data to County. 18.) MANDATORY MEASURES F•COASTAL SIPZ: • 1. For proof of potable water on a building permit application, applicant must utilize DOH-approved public water system if available. 2. If public water is unavailable, a qualifying alternative system may be used as proof of potable water or an individual well may be used as proof of potable water subject to the following requirement: a. Chloride concentration of a laboratory-certified well water sample submitted with building permit application. 3. If public water is unavailable, a qualifying alternative system may be used as proof of potable water. 19.) The applicant is proposing to create or add 1670 square feet of impervious surface and 1670 square feet of land disturbing activities. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal shall adhere to Best Management Practices (BMPs). 20.) Jefferson County determined that this proposal is categorically exempt from review under the State Environmental Policy Act(SEPA)pursuant to WAC 197-11-800(1)(b)(i). 21.) The site plan as submitted with the building permit application on March 1, 2004 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 March 12, 2004 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 22.) This approval is for a modular single family residence and decks only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 23.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 24.) 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). 25.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 26.) The building height is not to exceed 35 feet. 27.) Minimum setback from Tala Shore Dr right-of-way is 20 ft. Minimum side and rear setbacks are 5 ft. Minimum setback from the top of the shorleine bluff is 50 ft. 28.) A septic permit(SEP 95-00231)approved March 1, 1996 was never finaled and cancelled February 26, 1999. A septic permit(SEP03-00005)with associated consistency review (MLA03-00214)was denied April 15, 2003. A septic permit(SEP03-00105)with associated Consistency Review(MLA03-00291)was approved July 26, 2003 for a system with capacity of 240 gallons per day. All septic applications are now filed with SEP03-00105. 29.) This parcel has been designated as Rural Residential 1:5 under the Jefferson County Comprehensive Plan Land Use Map effective August 28, 1998. 30.) This parcel was created through Tala Shores No. 3 under AFN 187968, filed of record May 16, 1966 in Volume 5, page 5-6 with Jefferson County Auditor's office. 31.) To reduce the risk posed by slope movement, the applicant shall maintain the slope as dry as possible (e.g., locate septic drainfields a sufficient distance away from the slope, route roof downspouts and yard drains away from the slope, and minimize the amount of surface water that could flow down the face of the slope), and maintain a vegetative cover on the slope. The Department of Ecology manual entitled "Slope Stabilization and Erosion Control Using Vegetation" is a practical guide and is encouraged to be applied to the property. • 32.) For building and drainfield setbacks a minimum building and drainfield setback of 50-feet from the crest of the slope shall be established and maintained. Assuming that future deep-seated slope movements would be similar in size to the existing scarp on the property, a 50-foot setback would allow for at least two (2)occurances of deep-seated failures in the recessional outwash and an additional few feet of erosion. Greater risk reduction can be achieved with larger setbacks. 33.) Reducing the amount of water entering and discharging onto the slope can reduce the risk of slope movement. Construction and maintenance of drains to collect water from impermeable surfaces on the property(e.g., roof, decks, patios, and driveways) by being directed in a tightline to a suitable discharge point away from the crest and surface of the slope should be considered. Discharge from other drains, such as footing drains, should similarly be directed in a tightline to a suitable discharge point away from the slope. 34.) If for the purpose of reducing the amount of water entering and discharging onto the slope, an on-site drain field is use for the discharge of water collected in the drains on the property, it must be located as far as practical from the crest of the slope and have a minimum setback of at least 50-feet. Any on-site drain field should be designed to allow dispersion of water and dissipation of energy to reduce the potential for erosion. Conceptually, a perforated pipe buried in a shallow, gravel-filled trench would be one method to provide water dispersion and energy dissipation. If an on-site drain field is used on the site, it should be designed by a civil engineer or other qualified design professional. In addition, the recommended setback from the crest of the slope, the location of an on-site drain field should consider the location of the septic drain field and reserve area and should be reviewed by the septic system designer. 35.) To reduce the amount of water entering and discharging onto the slope impermeable surface around the residence (e.g., paved or gravel driveways)should be minimized to reduce potential changes in the existing site drainage characteristics and impacts on adjacent sites. 36.) According to published USDA soil maps, surficial soils on the upland portion of the site are classified as Cassalory-Kitsap series on 0 to 30 slopes, while the soils at the toe of the slope are indicated to be Coastal Beach. Based on observation by Shannon &Wilson, naturally occurring erosion on this steep slope, it is expected that the erosion hazard associated with the topsoil, colluvium, and slide deposits would be relatively high. The erosion hazard associated with the underlying till is expected to be relatively low. It is anticipated that the proposed residential development will not significantly affect soil erosion and associated hazard on the site provided that prudent construction practices with respect to erosion are implemented. 37.) Tala Shore Dr(C509109) is a county local access road. A road approach permit was reviewed under RAP03-00183 and an address of 660 Tala Shore Dr has been assigned to the parcel. 38.) A minimum of two (2) on-site parking spaces are required for the single family residence. 39.) The project shall comply with Construction Stormwater Pollution Prevention (SWPP) Elements#1 through #12 of the Department of Ecology's Stormwater Management Manual for Western Washington 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. 40.) If a stormwater runoff tightline that terminates at or near the marine shoreline is included in a development application, review under the Jefferson County Shoreline Master Program, the State Environmental Policy Act (SEPA)and other agency approvals (such as Hydraulic Project Approval from the Department of Fish and Wildlife) may be required. A Joint Aquatic Resources Permit Application (JARPA)form would need to accompany any permit application which includes a stormwater tightline at or below the ordinary high water mark. 41.) The applicant shall fully adhere to all conditions and requirements of the eagle habitat management plan. 42.) A Site Plan Approval Advance Determination (SPAAD)was approved October 3, 2003 under MLA03-00444. This approval expires October 3, 2008. 43.) WDFW Area Habitat Biologist Jeff Davis was requested to review the potential impact to Osprey& Nests that could result from development of the property. By e-mail dated February 12, 2003 WDFW indicated that there should be no conflict due to the fact that the Osprey nest is more than 600-feet from the proposed development and there are no mature conifers on site. 44.) WDFW was contacted regarding potential impacts to eagle nests/habitat tt9. may result from development of the property. Development of the property will result in a conflict with the eagle nest. 45.) A Bald Eagle Management Plan Agreement is on file with Washington State Fish and Wildlife as of April 12, 2004. The plan imposes eight (8) conditions on development of the property. I:\F_BLD_Permit_Buildng.rpt 10/29/19 .. . 7,7Z.41.!"tv arC:20/1 1 = 7.) -------------,,„...„........... oi ,.........„ --,-..."---- ., • C.; n ,)..1 .. me e..,cb , .1.. N.) El CD .4 • Cti 71)nit-p al I n be N.) seam .1 iemwiols , L. •;z) T AP •0..... 1111 4, 1 c..,„, I IFilF id.M.' ' - " NIUN• lialvxozs ini di -.Ica AIINIININIOD 0 41: %LEG E*' Nt• (I)V1 ri *C.) 44.4 ..4....... CZ" 4UNCIOD NOSSainf --1 1. 444 44,.. • • i/ - 44, YR Z 1 IIV . II _ • -..-, . ....z.. . 4 .RIV'Icl HITS / 1 1 . aaA011dclV 0.-i- , OC)/ . ' i ........_ .....--: A.......s Awn •. ..t.....L.:••• ........ .......—.-------.------ ,..., s .r. .-7...• ,I'l f Al 1 T \ t .1,6,.....- . ...••••••• "Vi t-'1 3'll dirA3.1;411-130'1\Y•i;l' .L.;'IT);:?i,;° ;;•d---''a -----—a——1 ' : NOZ I - IN Ll 1 . , ! ,. ,_ . klif, • .,*i 1. .. _. A .1,..-5; a) (1 -1.2,,,Ii tvitiaiq ..'• ! .1 cn 11' _1 ,-,- 77-7-71.-1 •1';' r;774D''c2177; s'L cn CD t1:W 0 G1-H Z n c4 itD) ---- ._ — !•t, c , -I --,'-' ," ••• 4 -• c(4 ' - -- 1 i : - 0 . . - / 4 " • V ! 1 ' \ I • . . . .., - -a. •.. — —.... . . i • . i. . . . S 3 •• . • . i . I ozi 7.1 0.0d m1 •• r) , .• . . .... .•, . iluime.ia ueid ems -1 . .. . : . , . •. : . ...:7/ • . . _. . , • ' .1Yrro,, 0.1. .6 • : .. .-. . 1 . • . .._........ 'k' 61.9C-9017-90Z :auoild ... k.:.. i ! • Homo° mi :Itia6v • : \ (0 \ s i ,.-_,.... A.-.! cn --1. \-.) X • 7 •*, i . CZCOOZ966 :lowed D • d \ „ : ........ . !, •• .'., ---„, :., 1 99C96 VAA 'molioni pod : .. . °APO ei01-1S elel 099 0 \ uopeolicidv*wed Buipune. •3-1-7 'clnoao wogs mei : ..• ki. ---- -,...„).,'K. [ '... „., :le >••--Asivv4.,. , • .-- • .t.,,:ypj<.,;3 • iiso .q-se •., ) \ 0 1-- oci.telf gry ilog_ ... • .. 7.1 k \ 1 ,.._.. .... Ae _.......1,143`,/ 1 . \ \-- 'k?c S 371>_/J. • i i i I/1-79•(ii 't , , : r v.-; q, • - ry 1, csa • . cr) • II VS VP' i Ct "1'14 TA 40 .4 e‘ J Cr) 1 A ...-.,....-••-'"" CD ..4 ..., 1-1 .' .407 g .ie- cs3 w ' , ....... 1111 • - t\ itl e -tn° 4 0 ti 0 y A/ -.I..fif"7 0 1) .(s) N..) SHLNOH Ln O 68 Ql� d�I?T�*TTi\T I T , 2 ° U m 6 i ...q 1 -1- ii <1., (t dkvi > igggg a „,o; . C`P 'tk ---"Itili---- --- .1 -40 6E12E - ).... ill `r :/-1/4‘;,--'" S\ ce # . 11‘1 ,9_ - J J Z Q O 17 ' -------444::: ''':- V, ..1)' :'. Lai QCO *C.4 "\x N QY fn2 / .; 4 fi Z m / ,L/I 9,L/ VI f,OZ / ,9,• h Wu Z N L/I ( � zn 0, .J 6 'lc 0405 '15 0404 r) I.) .9—kr t T1, .9 ,•:::: I C4 tdi .„..... in D X / 0,b o,41 /- ';x / o-1 . t —o-L —o-t / 1 I _ 1 1 , WJ r • j .11 I *9,I u5 I I I n ,.t., 8 xxi I I I o S�i� mI I 1 1 t ._x.0 Sr I •.4- TIT V-O.X 1---- rji, --I _4 aI I m u, ,0-9 a. v, i (i x I N C33 u to I \ 2t al 1? < kc) t.. w cD Q v:,1 4r / E,b U .1 ,0-,1 ,4/1 L-,6 N x 1 z o@ ~ r :'. 6.31 xm1 1 Vie: ` v $m1 I *3 / AI-,S I 1 I �; \ II11 ;_ 3.-: ---r-7 7— -- \ t� I Io. R0 _ 0 yI_ : xr to I I� I TT I k, 1 ' \ 111), . � • I 1 ,01 -- - � ' Boa) , a ry : , IN $ §. 14 I g L _I i0 T ::,.. _ m Xt � �x3p0 9 1 '::-.71::::'-'''!.,* ....'.*'*-`;',...LE -/- r.-i.':°;-...''.**';*•.';'..* .4.',...' t� '15 0405 15 O404 VI 5-,Z L/1 6-,6—�fI IQ I z V- f 3 = M Z/19,Z I / 0 b 0,5 N LD 0 0 x0 csi r o,b�— / o.bl aaa = Qw (n< --I® .0-.9Z Z ' I— ,oJ 3 Z N Uj 0 ZO a° al �w UOaUa 0- AlUM�a �k(n c m =a 0 b g(n w V Z in s � v� oH m 68 � a l NI Q���Ix�gv\TIT 4 't —I -----t -------- . _I v) to R tg 1 iii co � � o o > Q /& a- I— 1 § § 0 "a .ggel W II I- z W U) N M O =Q W V w ( mo 1 O x a O m `r .; ���t� V' J Q � m O / 9 bZ C.- - VJ+Z,; W O iti w °•a Q / ,4/1 11-,01 ,4/£5-, ,Z/1 4-,Z-/ VI 9-,01 ^' + P y J p °L 0 /,Z/I 9-,Z/ ,£-,@ _ d �•,,. ��� '�3 r.a, y o a o . .9-,• g .I 1-b / a N ., .� N in o- .L/1 1 I ,Z/I 6 't� Q' — W H 41 O W O ��►.. N x-, U o®a., w0 k1� O Z_ .QDi ,z/I I 'f .4..zs , Z ,_ in m.x ,z/I I ,Z/19 Z W�> � ' �. W Y L. 'NIM d0 d01 Ol o I - "� N I �� ' 3V,Z I-5-1.a m u)N \ -00)' Id 0100 * \ \\\\\\\\\, �,�;\\\O\\\\\\\\�� Nk o\\\\\\\'\ == \\\\\\\\\\\\\\\,,',\\\\\\\\\,,:, \\\ _ * , ��,r I N 1 I ti \_ r '�` \ Q \ 3 O /9N • 5 \Ar ft. 'sr \ I r1 f� _1m _ ` \ I - IIII '� E-cc tf "-- l ‘ :-) ‘,, 'z' / JZ T N 4 Ja � h �� O � \ ai - \ 3� o Z 6 el \ �I> / flC x o b 1— V)o E I / z 4/I o-£ .Z/I a,1 _� \� \ \\\c\\\ 6 1 \ I I I o-,9 '^ o T I \ 9NIN3d0,9 ") liSMEM \ o iN i4--- \\r2,1 . \\\\\moo\ o\\\o\\.\\\�\ - \\\\\\\\\\O\\\\\\`\\\\\\\\\\ \\\\\\\\\\\, \\\\\ 1 \ Z \ �. - - yyv�o:.�yy ovyvvvy ovvvvvvv m --- vvvvvmvvv vvv�ayvv�zan�oovoovovvmvoyoo�o� - ' - h \ ;r \ 92 NN, •' .0 - IT; II o ��� ig , > o 1 .9 o wa III �� I ; b,s � zn 11 �I� ; 1- 0 E o III N NJ 1\ k o II II a I \ I a ,Z/I e1,S " II i m c75 CD 161 5m. I X wz 0 \--L , sI� i>liilk—I ll W�> sC 1,1 \ II'f— I I n �[ � �1 1 CA N 11 p CCU Q W i i 7 HI.0_7 Li 10 . ^ , CAiiikt.kb' .\,',, �' II >N3�! \o 1/4„, �� 3 m 1535sreu iaav QOM 1 3 icn a 11 lx1 I \ l l / , I furs,�xzJ ..._ 3 4 IW �* II I - fit- X�a r)N \ 3 II NW0 b 01 }}~��Q' IIk M O / AI ,I I 7i vv p I Mom¢ FL,� 0/5 - ly — o I I 1 O= U — Z!J d9 0/5 \\ 2J00a \\\\\\�\ • m - I p 4 /' o"o I1 \ \ ddo/z \ Tav 91`k kD b\\J N ��Xz 9NIN3d0 s 9 a \\,\ -nymcp,-* \lam\�4 —I F 0 z , Isc = Ss 1 o-, C ` I �R1 <41) ,,,, �u i \, ll in �y� 2\ p lik/�\\\,\\ \,,, \\rnM mUVT1 Nl a¢ \\\\\\\ \\\\\ t / 5321 \ 91M au 1y _ 411;0" I - v o x I ';` I v I z\ U I m gg ��jJ � I iff- I Inc\ wls Q � ao �z/I° %- ,,, .0".0 t_ .9-,C .L/1 .1.--, / (-) 1 "..o ,-,£ v } sr o _ N I{- \ t.iZ_ W FT 7 ap ,� ;QQ l L� \ U IN I a 25 1 �I m I Li J Q Ig �Un ' ,0-,£ d�NIN cn I m t. >Ly • gw O — N 1 A.._ w Q 4 min i - - A I O \ • t+ ter► �� O t\ HS OSOZ) r i \\\\\\\\\\\\\\\\.\,I Cli h, H5 r O. (dW31/0560) • I � 'H5 0£0Z LZ/I I I L Z II L O m I f,OI-,Z //,Z/I 9 § 0 N f-,Zz/I 5-5 / ,Z/1 z-,L ,4-,£--/ ,Z-,L /--,z/I 4-,£—/,z/1 5-,£ ,O-,Z 3 F a a• 110 Q? o-/ , ,z--/ ,o- o- ,41 / , ,'I `Nu.' N�¢vi �x A i,��` oaia: s , a �LLf n U)+r O 3 1JOW R U N Z Nm Z 1 ' �3c=.)�x f