Loading...
HomeMy WebLinkAboutSWG2022-00279 - SWG Application / Design - 5/11/2022 415 N 6TH STREET,SHELTON,WA 98584 MASON COUNTY SHELTON:360-427-9670,EXT 400 41' 31 COMMUNITY SERVICES BELFAIR:360-275-4467,EXT 400 --�` ELMA:360-482-5269,EXT 400 Building,Planning,Enye onmental flealth,Community Health • FAX:360-427-7787 On-Site Sewage System Permit: SWG2022-00279 APPLICANT SHIN WOO C Phone: Address: 818 SW 347TH PL FEDERAL WAY, WA 98023 OWNER SHIN WOO C Phone: Address: 818 SW 347TH PL FEDERAL WAY, WA 98023 SEPTIC DESIGNER ROD LEFT-Acme Design Phone: 360-509-2000 Address: PO Box 2954 SILVERDALE, WA 98383 Site Address: 200 E COVE VIEW DR Primary Parcel Number: 122063190082 Permit Description: New four bdrm-pressure trench with Class B waiver Permit Submitted Date: 05/11/2022 Permit Issued Date: 08/11/2022 Issued By: Luke Cencula Current Permit Fees Paid: $500.00 (additional fees may be required upon installation of system). Permit Expiration Date: 05/24/2025 (based on date of inspection) Permit Conditions: 1 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 2 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 3 Drain field installation not to exceed designed upslope (19') and downslope (10') depth specified on design form. Minimum 6"appropriate cover material required. 4 Installer is responsible for obtaining Mason County installation approval prior to backfill of system components. 5 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to backfill of system components. 6 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for final installation approval. 7 Horizontal setbacks per WAC246-272A-0210 must be maintained, unless prior approval is obtained THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS. PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS. THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND DESIGN APPROVED. FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES. For Final Inspection visit: www.co.mason.wa.uslhealth/environmental/onsiteloss-inspection-request.php or call: 360-427-9670, extension 400. j( OFFICIAL USE ONLY MAY �� MASON COU I ! �� 222 GATE COVED: J C — _ r-y--1__ cn D COMMUNITY SERVI L C U) F�� y=� AMOLfTREC°IVEU: — RECEIVED CO m Public Health(Community Health/En ctrikntal-Health)_, • — 615 N.6A6le.�z�am.WA 98584 ext.� -------_ -- - SWG �-° -D'� cy Ti ( 1 0 2 615 N.6tn Street.ShNtOn.WA 9a58� Z Cl) ON-SITE SEWAGE SYSTEM APPLICATION m n APPLICANT ,,HONE m WOO SHIN r MAILING ADDRESS-STREET.CITY,STATE,ZIP CODE E 34721 21ST AVE SW FEDERAL WAY WA 98023 m xi E ADDRESS EAST COVEE 200VIEW DR BELFAIR WA 98525 NAME OF DESIGNER PHONE I IV ROD LEFT 360-698-8488 NAME OF INSTALLER PHONE 0 I N I !: PERMIT TYPE(select one) DRINKING WATER SOURCE Ft) CDo [t7_RMp RESIDENTIAL OSS COMMUNITY OSS COMMERCIAL OSS Lli PRIVATE INDIVIDUAL WELL 5-PRIVATE TWO-PARTY WELL Z I CD pi PUBLIC WATER SYSTEM TYPEPE� cOF WORK(select one) , fit NEW CONSTRUCTION/UPGRADES LI.REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑TABLE IX REPAIR I GJ SUBMITTALS� 0 SURFACING SEWAGE 0 EXISTING FAILURE El SHORELINE IYL;DESIGN FORM(REQUIRED) SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE ( , I p " JWAIVER(S)(IF APPLICABLE) 4 3 �1� 0 DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) SEE MAP I O I Ico SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I N , ------ OFFICIAL USE ONLY BELOW THIS LINE -- UPGRADE/FAILURE SOURCE((or reporting purposes) 0 VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT 0 HOME SALE ❑COMPLAINT ['OTHER: INSPECTOR SOIL LOGS COMMENTS I CONDITIONS ..41/4D O - 'SC , C_,L.S , <«-p ' - 3d vGI-(S t 1.-coArtAD L4, v - Gas to -46 vGKS 0 -7t.. SL kft. •-•-eAM ►ooL 41 RECORD DRAWING AND INSTALLATION REPORT SOIL CODES: V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL. INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/ISSUED BY DATE 044 knr> 1*--fec4-k-')-4 lit51-s i(I I I t>try"), IS FORM MAY BE SCANNE D AND AVAILABLE FOR PUBLIC vikkv ON THE MASON COUNTY WEBS E REVISED 12/7/2015 • DESIGN FORM—PAGE ONE Assessor's Parcel Number: 1 2 2 0 6 — 3 1 — 9 0 0 8 2 • A design will be reviewed when 3 copies of each of the following are submitted: Completed design form that has been signed and dated. "Scaled layout sketch,including all applicable items on checklist Scaled plot plan,including all applicable items on checklist. Cross-section sketch,including all applicable items on checklist. This form may be scanned and available for public view on the Mason County Web site.Maximum paper size: 11 X 17" Permit Number: SWG 7C)7,} .000}ICI Designer's Name: ROD LEFT Applicant's Name: WOO SHIN Designer's Phone Number: 360 698 8488 34721 21ST AVE SW PO BOX 2954 Mailing Address: Designer's Address: FEDERAL WAY WA 98023 SILVERDALE WA 98383 City State Zip City State Ztp . . . DESIGN PARAMETERS . ' • .. .;': . C, Treatment Device ❑Glendon Biofilter 0 Sand Filt ❑Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Type: ❑Aerobic Unit Make/Model ❑Disinfection Unit Make/Model Other: Drainfield Type ❑Gravity Elf Pressure 1-ifTrench 0 Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 4 Schedule/Class 40 Daily Flow:Operating Capacity 480 31 O gpd Length 30-55 ft Daily Flow:Design Flow 480 gpd Diameter 1 in !� Septic Tank Capacity 1,250 gal Number 6 Receiving Soil Type(1-6) 4 Separation 5 ft Receiving Soil Appl.Rate .6 gpd/ft2 Orifices Required Primary Area 800 ft2 Total Number of Orifices 67 Designed Primary Area 800 46 1 Oft2 Diameter 1/8 in Designed Reserve Area 800 ft2 Spacing 48 in Trench/Bed Width 3 ft Manifold Trench/Bed Length 270 ft Schedule/Class 40 Elevation Measurements Length 89 ft Original Drainfield Area Slope 15-25 % Diameter 1.25 in New Slope,If Altered 15-25 % Preferred manifold configuration used? 17 'Yes 0 No Depth of Excavation Up-slope • (q in Transport Pipe from Original Grade Do,„.-slope 10 in Schedule/Class 40 Designed Vertical Separation 12 in Length 62 ft Graveness Chambers Required? 0 Yes 0 No lid Optional Diameter 2 in Pump Required? WSYes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 8 Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 60 gal Orifice 12+ ft Chamber Capacity 1,250 gal Uppermost Orifice 6c Higher 0 Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 36.7 gpm EiTimer gElapse Meter l 'Event Counter Calculated Total Pressure Head 23.6 ft If Timer: Pump on 1 MIN 7 SEC ,pump off Comments CLASS B WAIVER APPROVED AUG 1 1 2022 Si'l 1ASON COUNTY ENV.— NMENSP� LY i DESIGN FORM—PAGE TWO Assessor's Parcel Number: 1 2 2 0 6 -- 3 1 -- 9 0 0 8 2 Permit Number: SWG ' 7 > -0 O9-19 DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch fid Test hole locations lg Drainfield orientation and layout Reference depth from original grade: FZi Soil logs 0 Trench/bed dimensions and 0 Septic tank Bj Property lines critical distances within layout 0 Drainfield cover 0 Existing and proposed wells 21 D-Box/Valve box locations Reference depth from original grade within 100 ft of property 0 Septic tank/pump chamber and restrictive strata: ❑ Measurements to cuts,banks,and locations 0 Laterals,trench/bed,top and surface water and critical areas 0 Observation port location bottom ❑ Location and orientation of 0 Clean-out location 0 Curtain drain collector curtain drain and all absorption 66 Manifold placement 0 Sand augmentation components 0 Orifice placement Other cross-section detail: • Location and dimension of liti Lateral placement with distance 0 Observation ports/clean-outs primary system and reserve area to edge of bed Other Information Pi Buildings 0 Audible/visual alarm referenced Yes No 0 Direction of slope indicator iii Scale of drawing shown on scale 0 d Design staked out 0 Waterlines bar 0 0 Recorded Notices attached O Roads,easements,driveways, 0 0 Waiver(s)attached parking 0 0 Pump curve attached O North arrow and scale drawing 0 6t Evaluation of failure shown on scale bar Non-residential justification ❑ g Waste strength ❑ 0 Flow DESIGN APPROVAL The undersigned designer must be notified by. taller • e of installation 0 Yes ❑ No a Signature of Designer Date iThe undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in compliance with state and local on-site regulations: Q 1t111cy/. Oonmental Health Specialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: It . .. 71 14:Y1-5 ✓ Drainfield site conditions have not been altered to adversely affect conditions of desia approval. Please Note: The system must be installed by a certified installer, unless prior authorization is obtained from Mason County Public Health. An Installation Fee is required. This form may be scanned and available for public view on the Mason County Web site. Updated Date: 12/7/2015 Pump Selection fora Pressurized System -Single Family Residence Project SHIN/12206-31-90082 Parameters DisdageAsser t,Size 200 Ind E 160 TraspntLergh fit feet TraspatPipeClass 40 Traspcit Line Ste 200 irrhes D Va'veMorb Nee 140 ' Mat Beam Lit 10 feet Maidd Leigh 89 feet Matfdd Pipe lass 40 NtahHd Pipe Si7P 125 ides N urter dLals-dspe-Cell 6 120 Legal Leigh 55 bet Latral PipeClass 40 LaIsr-4 Pipe Size 103 it e, Oriice Sze 1/8irctes m OrheS :y 4 hd 100 ResilEi Head 5 fat I ' FloWee- Ncre iwi it, I— . 'AdfaiFri±nLcssses 0 feet - 4 = 80 Calculations o MrimrnFbNRalep3Orii2 0.43 grn m NurbadOrifces per Zae 84 >, TddFb✓iRab per Zcre 367 grn ❑ lPFsoos} NurtxecfLatr-ds per are 6 2 60 — %Fb+vDidae id 1sttastOrifi as % f2— `_1— — _.___ Trasprt\ w' a5 fps Frictional Head Losses 40 In-stnxriDisderge 27 fat I rm in T aspo t 1.4 fad I ricsiinN43t 0.0 feet InssinMar-iHd 39 fast ~\ I •ss inLatir& 0.5 fed 20 - I nssharfhFbnrttbr 0.0 feet Atii-art FricicnI riscPs 0.0 feet Pipe Volumes — VddTraspertLie 108 ceps 0 0 10 20 30 40 50 60 70 80 VddMairdd 69 gas Net Discharge(gpm) VdctL2isals per Zc e 148 gals Teti Vdure 325 gds Minimum Pump Requirements PumpData Legend DesigrFbNRah 36.; gan PF50C5HighH earl ElentPrrp Sys>3nCuve — TctdDyraricHesd 23.6 fad 50GPM12HP 1152i:V10ECHzz:0MCIV360Hz PurpCuve: — RrrpOpirrd Re OR1 O DgPcirt O • ^ fZ OF war 1110. A , : ApPROVED(xi b......,.......-..,,.-a, ...:::: Orenor Systems' EXL'f.z:L:'. lZ-1S'ZoL- AUG 1 1 2022 ��1 Incorporated l U+gins dr Wry dr r W: a� UNMEN1Pk-1k 7ASON COUNT E LI Mason County WA GIS Web Map -,„-,,,,,....,..:,k:f,,,, - "\____az/ifr x ri yi ./r r --,"...':'i,:‘--,1,45'..,&:.. ,...-, . . ,..'..,..., z- I i ":/\\, w xf. ..4 u. , s\---/ .1 / \ .. / / 'K a a 4 11 • \ 444 4.4 , - *4/ f I ' 7 All .4iplp_ Z.L.-- : tk- \ I . 7 \\\\\ •0*. \ \ ____,..,i N, 4/6/2022, 12:09:00 PM 1:6,119 0 0.05 0.1 0.2 mi 0 County Boundary l " f ' 1 0 0.07 0.15 0.3 km El No Filled ri Tax Parcels (Zoom in to 1:30,000) Sources:Earl,HERE,Garman,Intermap,increment P Corp..GEBCO,USGS, FAO,NPS,NRCAN,GeoBase,IGN,Kadaster NL,Ordnance Survey, Earl Japan,METI,Earl China(Hong Kong),(c)OpenStraetMep contributors,and the GIS User Community Mason County WA GIS Web Map Application County of Kltsap,Bureau of Land Management Earl Canada,Earl.HERE,Garrnln,GeoTechnologles,Inc.,Intermap,USGS,METIMASA,EPA,USDA i I I t t $ t t t t t o r t * * t o o co U) o co Cl) o(n Cl) Q U) co ;1 � 0N3 al ) /i000zro000D ' °i K-o o =o o o o .=o o �m mzi Z _ N— N— l,J- W- D '� UmDDjOr00mromO0 <3N<N 0 o rnr n>r oor car gT,z lb ) mZOZmy $ SnOZ -IOmcZOD � r 5-0 0 „13 0 5 0 0T 0 tA9 ?a NL mOZ � Air0 ; i0000 yzpl Co =m mm at im =m o ; i "M A � z70zzONOm � pzO � ,Z�Dp A m� U' ca �� �� �' � A N WA 6_d 112 $ *X r rmT O "_ i � a DmA � i � O n � Am!nrrm o i<fo ge �� �O 0 { Zr - O_Imr0 •0p0 A piv C m cn o $c � : _03 N OZC " 0 0mz ) -�-n0 N Q 9,- z D z z m� �03m moo mo -II o0 o2z0mg0zzoz i m, m I-toacxK, S�'1,1 o o§ soam wag Dc m -iiiiliC , mA n ro Am < '4 m m • ? f., D o °�� =ems pcn mz Z mn, o roZmODD�D m m y •,�:. ��. r D D gZ; •sip oo-o AO D3mroo K0 z - zrmr A K K ag • D a m D 0 y r r l= : -< o -< 2O� D CO KrODAnzOCr � NOri i - r Z tiv k„ ;;"'' D °A qv, nZ zrm0 KNIT' C ` mDOA .{yoo � { V)1' Aroi3 ' D D coD o�m jR1 m0 N - DmZrNri m i z z z Ny - (-r oVA - i C -100 $z0 I y cn v v v � mnZio0i0A < Ammz��mn D § NN ` * DO pA . 11 ➢ COnmDy -IiA < DnmAO i Dh o 1 I cn w ZD OiCmOK ? ro0A0p (0zmom›'� � y o 0 0 CO �rn 0 / rxrc Ammmzrzo AOZZ D m K K rr yZN00n0OCmNyo NNTmm m m m m O—I I �ooOommz�IroiD Omz �iA --1* { ZDANA -10 �' � AC00n ;3-Dzz .n--110T i 'I` m m m �i � _ rODZpoD .tA $ r14 iim m r Z v co u = oz ? 11 „)) )3 > z> mDcmm 0 m, ci DD 33 mmlo0 { 9mDmn { i � moOmm � D �� D miDnNiyA � AmOrpcNO� Z C� n � DOm $ 0nA C 0 C n' p romvroOD AAA Dnmm-Ipy Z Zm m Z 3r - i0 < mOMZAA9p!0ro0 D m� 44 D � �' o � � v $ A DO ccgm '4 �� ' �-- 232.05 i < 0 D N i m z •I - 'C c m0i00m AZA { > mC� i 3 �r. 0 mZZ � Zz 0 �1mm { 0i0o m ). i p03romy Xm0 m n 0 ZZ m mocozl Kr A < {r n n 0 � iZmm0 iy A i Oomp i OUP D roozK mA c o ODro < N 6� /`\\ Amn -{ CZ A r and: o i 0� ✓ '�? N in In NU 02 � m m p0° m r> )30 \ ':, o�` o i m m • � i• � 3ZZ - - - N mg �, c m i n n Oro D m p o <� �5 P 0 m Z0 < n II rn mD ��..y a om m�a° o 0 0 > A < O Arorm y '�) o me ..— 40. m 0 X m0 A pm D D. co 1 Z C { oA�Z �m � � o z 1 .00 ON c'z ORlo ! Nv g r 0 r I � 00q o Z 4. •' Z 0 m pD ZZAQ11 �� d` m o N < 00 N `,m n Cm mp -ml �p iz A .... .......ro iN D V N m 0 m 0 0 0 ©' 0 m N o j z m ;_� o jo o romp mo • ' II II II II to -> R.; n i � .<(,,,, !Zit 0 N cn f i �; uSt.'"' I- 0 ? m r A•':• , :• z 1 1, 1 1 1 M �'• .•:., • rn 0 A uum .. K _i v c 0 0 0 0 Z N N 3 0 r D o z I'•. Z � m (A -� Z p li cn 1 D ?>-1 tL i.... n m 0 m m r IE COVE VIEW DR �m D �� m , Jo mowIQ232.05' m z • II o 0 E COVE VIEW DR " o D (A c_ N 0) 0 0) c n c 11; O W 2 < Z r,)m M m o 0 cn < o N fT m o N.)� '. 1 ali o 0rn z "11;0i 73 n (_� S 0-) xi m� • P 73 0 P��170 0 • nN - O 3 pg 23 a i i...7..:::.;.,::...,::..,:.7.,.:.::,. 1 1: i rn (—) 0) (0 XI CD Z s_...) co c:) ,., 7' rncv a'co rX ti s a g Cr) i dZ ' ''I— m Oc.� 2 g d z al cyN z . . . I II " I / A o • N G) 'gyp O :, > m m C !z mm>T m • In r n_ p zn- IC) :.: Con m T T 0 i L I I 1 C D l m D CJ 1: zg: o D .Z7 m« o C) Z ,�113, -D Rl z< Z •�'. �;� O n C D m ni —I -1 m N -1 O .�., D N O -I m 7C -D z m D $o � � �cz Zz D m m E �a 1, Zm = �D�< D D"> fr-' m $ y-G C) r G D - C '4' „7<m co • • / - i :• Nr41 cn m m g rri 7:I 1- "g- I . u „, g• -" v .z_1 U) R .• F Y g a$ CD \ Z p m 't ti m5 z 11 PiH IME!� T' g_ � R s �::. i f • mo D P4 '. • 0 W V O N �. N ' I A O- w ' •wc- Pi1Im: o ti '� gO I-1111111 IIII!. ADDm > IIWI mO4 w hm8° wZIl] �Lw �` 75timvnmx 0 Om y3 y��"W{ DAyS //� AAmC° Omm 225b �< wm Ai7. AD , :1, II r � I�I� �III1• QO om_ 3x Am O wwwr t [O -i;y , r I/ v �r' m O�m p y<O �-w O mw ,mym yp[ w0 �mM 8�Z • (� mZ �2 Z g0- fll n w �2 > / mw ;i O o-z §� 4i Omw HO ,/ •"A 1�� 2 mti mp aZA_ St�i31 = x�i Dw�' OZ Z� 3p �m' Om am ° 2 O2C Oo Dm cwi wcmi bo f I w° wm mOg o W, - zo zA y° °�[y,A °4 py PS 4 ~� mzv 41 my ��. t— pom �" nz, 7� my r �j Io r F' o ;m (�Z �?� �o°p2 y f mmC> g ZaZ �-O,. FIy �Z � m Z m2O'rm0 D $$yO w AO >>r .� ImSQWp� mww A- ooOZD�3 Z c w -C O A N92 w OG51 u�> I°C OZ A A m m0 OmZ -13 °rm O< mCmD 1 a "i-0;mm`2 v 2g zC 'p/m mmo m mg Lz Zti gmy O�$ y D� ��Z �� wm oA � mmC ��° z o im a1 � �idg Am>yy� "� pg omA 2p mm QC-C� T O Sr Z A me po NUT, ,v,, wOr Zy m _ oon �Ca w y22 r•mm � A�O °m ° �- ZA42•i NUT, � m= mz0 O 20 mm O[ w rOw�N 3�0 J 04 2 O° w O� Dmi' a 0 $Z�,m Co 2 < —orn Or w0>Z wQ11' ym �0 w 0r~NW mwD yym ) C �w n�' LA m 3mw> - Zmn p< 0< ptipm . Ao m NW I, D w- C OmDO FFO zw Pi°A-t Z < -077 �g z � N S�Lzm;o ;� g pm �mrwg z i �� yAa wo F o °�m'pw0 �m`wm ip FIE,. yy 441 ° p m i yw pA �� �A m5 zo w2Ow mp�pA fCAcy�=m i f�iZ Z'1 mw�0 wyc fZDQ mm O� I mZ�I 1 [Oq.D� mA p cob0 5s w Om V OOT m2ym �wr oo-w1 O wAImrZ Dry (1D2 3mp §m <m V: mny TT I-(O(E7U �Q (A m Mill N IAli rmp>�•O m p AO EiN OZO 0p myFF'F mm 5 mm 05g1 l°mg m a f Zy O oomm , A mm �f° Omi^ 'mil a� mA �OCm rw r� OIo z0 m A O CA v0 m gZ OZmI7�. _ O p I_ gym. 0 z m~ 5 o w �Z-A-i hi °Z 0� Om w mr a-1 mo�a mm if0�m_.. O m� o_o'� m °ym >zr <� p� � � �mwQQ,3> i��i�� mmm 7e4m- L �Pm9 �c 1 a m0 0 m q zzZiW 0 O OA-i A g$0 O 1m rr5 2;,1 v0 DID mm O g 1'2'0 ^ laI, I ... ,• ..... 000 m Zw �� O"l Z yw AZ mf y° m A-I fq vOwwR2 "'T:.'•':•C:. ':'�:..•..•,• ..,.�• ',.�:.'•"�: Zym Om oo ma CC Apj y O ° m w O m oTt�i A9� . :•. • ':•. • .•. . mOm --iii *-1OO•. O AD F �tDA u <-w1 pp yy N O 0 mO < wmo ,.• • •- 'lZ0 Z wOm . ,p0 �m Cam < � 2°Z7 mD O OO� awmA z �A�O mp ! • 'W . •• cOm m� Z<m'l. • O ap QQ riy w 4g CO m CO A8 Zw zpO 0 Tyy sv '..L;,:. . . •';1:.:: •:. w m m m O "�Zw m- � !Pi r3 A � �ZO��A Orlipx�0 I CA ••i ••�:.' ''�:,' ,,'�:,' •''r:.' 'i:.' '�: •'�:'' .(/� mm� oZi rQi °ci- A ^7c > DDD Z> L` O tim � p to '•./ O Z �m-' O 9 4Z 0p O !Ppi °pm A ' Am�rSr DO X9mmHC i •. .•. .•. .•. .•'. .•. Dsm -1w w-� G T �- Z- > Iw � pr Z .. wti0 gp �my m J � rD°pC ZD< Z Ofyp gyp' A w �m0< m ��m ° ':i•••::':'••::':i •::':: •:::•i••:::i�•::'. mOi . Oc0 m y� O mOpD Oz m ,g0 .Z -r m moomw <r0_. CC i:.'•'.'i: '•i:.'.•'. yi ° ,9 .� w> !O 0 O Z O 7 01 Q4184 jy (^' _m IO O g ) 9i mp �QO ,Q _. ZDp 4 m �� A$ z 00 \ % CD •• :.• �. 0mww nN�l pc 2;1, 0 p m 3lc OOm �m0 mg 4 -<wf 0 zte m O Q am. •IIIO i zz m C' pZi3 < / /mmA y 3ZHi / go. ON q z ° Hz o am id N 618 4m ° m ? ZsA q H m22Y yr T/V m 02 > a D Hfl1 �O v':.•:.v': .-.Cn �� .i..:.q Il, lr yap �: ...•i: ...:: . m rn rm oo= ^' rn :' :� :t m p m m N , w N r ; CP m 7, g N N - w O tO�w�• > oo Z Z Z Z Z po m•• --1 1 O i> i wo O m m g5 m r O O O O O 1 :in 'i-o Ay' r> w <° mmo m Q£ -. oo w pz ° z xli •f:: '+• 'r Z C m -D w m n5 T °D A S D - $6 O 5 Z 0ir, Ctp, i Z T'0, m 0 D g ZZp . O ]oP ° 555O m0 T 5' p �On 61 C ,, m��740 C �•� m ♦ ..•! ...1 •• O S N Zm •m fyA�Q� mg C w m iO w $ `i D 2 z ° Z m�9� ` m O c, ■/\^J\. 4 m D C m rp w/ w m O Z C z D ,, O m 53 2 \<Y :•.•.••!:•..•!:r.• p MITI, om p y 1"C' D N w >m ; m m �m - m P a z �}•� omrn m �o z AT nn m m A z m w a �•f .:•i:•r..••r': . cn N Cl) < ° m A 1 m 0 0 m m zi m Z '^ , T mco __ . NO ?A 7°o mOm mZ c0 A3 C -wi m '.�.•.,.,.• .•,,•' G] O N p 0- ro C. g m jA An z Fa P 6 An , $ o 5 _D fll N �Zo >� oo °� o " CO .•••• .....•• .. ..•• O oCD a71 CD il xy 2i = D ypy m� Z > O 6 OP ll r IIcC Z �Imfl mp < f K D m0 <� y�T •'[••'•.•r'••'�.•. m T p w O3 C O m < A � 0 � Zx O m Z y� -Ip m A m � > � A C ym T ci f' '•.••y•, •.y.•,.-y J / mwci mSm ; g O O mZ O i 'O+f m In J� m yi m :. :..:r ..'r 3 1 V II m lri o y m m [n a ° m 6 In - +1 G : '2 D _ D 'o T4 r gel i Q Tp r. {m •f.� ;1•.` �•.f ;t C_D T IrTT c° QAQ F g o m=l -1 i ° i • 5 ' ,� ® m� ;.'•r: .'•r. .'•r rtlz f i.l Sm A x ,Am O m 5 m w v rn O r r � Q> m o g w z 6 i Z .,� N m o O V rz5o 0 in ° a o y N r •'� A-, " Z7 Q� $i m 1 A g , 0 N < / � � rn rr, . W � O g° mr m g 9 OS Z O FOF /0 co I•co � wiz m �l CO z T ICJ