Loading...
HomeMy WebLinkAboutSWG2023-00273 - SWG Application / Design - 6/26/2023 M. ‘: MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELTON: S 42 TON, ,EXT 400 584 BELFAIR:360-275-4467,EXT 400 -J= Public Health & Human Services ELMA:360-482-5269,EXT400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2023-00273 APPLICANT KAGEY DALE M & KATHRYNE M Phone: 360-440-1224 Address: 720 E LAKESHORE DR E SHELTON, WA 98584 OWNER KAGEY DALE M & KATHRYNE M Phone: 360-440-1224 Address: 720 E LAKESHORE DR E SHELTON, WA 98584 SEPTIC DESIGNER FRANKLIN CLARK-A+Onsite Phone: 360-830-4765 Address: PO BOX 1954 SILVERDALE, WA 98383 Site Address: 720 E Lakeshore Dr E Primary Parcel Number: 220175200072 Permit Description: New 2bd Oscar II - Resubmittal Permit Submitted Date: 06/26/2023 Permit Issued Date: 07/18/2023 Issued By: Jeff Wilmoth Current Permit Fees Paid: $525.00 (additional fees may be required upon installation of system). Permit Expiration Date: 06/26/2026 (based on date of inspection) Permit Conditions: 1 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 2 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 3 Drainfield installation not to exceed designed upslope and downslope depth specified on design form. 4 Installer is responsible for obtaining Mason County installation approval prior to backfill of system components. 5 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to backfill of system components. 6 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for final installation approval. 1 THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS. PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS. THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND DESIGN APPROVED. FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES. For Final Inspection visit: masoncountywa.govlhealth/environmental/onsiteloss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLY C-C--• DATE RECEIVED: // r 1 e. MASON COUNTY l� - �0 - v VC CD COMMUNITY SERVICES AMOUNT{ _ RECEIVED�Y CO m ., 0 m s cn Public Health(Community HeahhAnvironmentalHealth) SWG �C)�-� — Cx)Z� o 53 360.427.9670,at 400 a 360-275•4467,ext.400 4tsN.6thStreet-shelwnwA9a584 53 Z fA 10 ON-SITE SEWAGE SYSTEM APPLICATION D Z D M n m APPLICANT PHONE m -� a ))) apt m � � 36, o -y�o - rzzz-I C MAILING ADDRESS-STREET,CITY.STATE.ZIP CO W 72o k- La-4eS\occ�C'. SV, c‘ �Or ,L,J a ctg-$ zi m xi SITE ADDRESS-STREET.CITY.ZIP CODE?2 0 �.,0.h<.e s\,,,n c e.-I c. S� , \ .\o , c•.� A 9 gS$`'(/ i 9- r NAME OF DESIGNER PHONE --- Fro,. & C‘ A- 100 - s30- 4.76 r, NAME OF INSTALLER PHONE o PERMIT TYPE(select one) DRINKING WATER SOURCE - 1 RESIDENTIAL OSS 67COMMUNITY OSS ff COMMERCIAL OSS 6 PRIVATE INDIVIDUAL WELL 6 PRIVATE TWO-PARTY WELL Z W PUBLIC WATER SYSTEM TYPE OF WORK(select one) I 15-NEW CONSTRUCTION/UPGRADES h.-REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) 0 TABLE IX REPAIR // v ) SUBMITTALS 0 SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE c I I" ` 6iDESIGN FORM(REQUIRED) Q9 p LOT SIZE I— J SEPTIC DESIGN(REQUIRED) BEDROOMS O 06WAIVER(S)(IFAPPLICABLE) (1 1 /� DIRECTIONS TO SITE AND SITE CONDITIONS.(ex.locked gate) IIJ� IIii ( ; JUN 2 6 2D23 : '` W. o I � By _._ I SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE(for reporting purposes) 0 VOLUNTARY 0 MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE ['COMPLAINT CI OTHER: C INSPECTOR SOIL LOGS OMMENTS/CONDITIONS 00 3 (2a(7P4),1/4)6;5 I �,t i RECORD DRAWING AND INSTALLATION REPORT SOIL CODES: REQUIRED FOR FINAL APPROVAL. V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS IN DATE APPLICATION EXPIRATION DATE P ICATION APPROVED/ISSUED BY DATE SP OR SIGNATURE rr TH FO AY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/7I20t5 DESIGN FORM —PAGE ONE Assessor's Parcel Number: 2 20 1 7 -- 51 - 00Q72 A design will be reviewed when 3 copies of each of the following are submitted: ■ Completed design form that has been signed and dated. I Scaled layout sketch,including all applicable items on checklist ■ Scaled plot plan,including all applicable items on checklist. I 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: 1 1"X 17" PARCEL IDENTIFICATION Permit Number: SWG Designer's Name: Franklin J Clark Applicant's Name: Dale Kagey Designer's Phone Number: 360.830.4765 Mailing Address: 720 E Lakeshore Dr. E Designer's Address: P.O.Box 1954 City:Shelton State:WA Zip:98584 City:Silverdale State:WA Zip:98383 DE SIGN PARAMETERS Treatment Device El Glendon Biofilter El Sand Filter El Mound El Sand Lined Drainfield 0 Recirculating Filter,Type: 0 Aerobic Unit Make/Model El Disinfection Unit Make/Model I Other: OSCAR Drainfield Type El Gravity Z Pressure N Trench N Bed II Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 2 Schedule/Class 40 Daily Flow: Operating Capacity 240 gpd Length 7 ft Daily Flow: Design Flow 240 gpd Diameter 1 in Septic Tank Capacity 1,500 gal Number 3 Receiving Soil Typ e(1-6) 5 Separation 1 ft Receiving Soil Appl.Rate Pri: .4/Res: .6 gpd/ff Orifices OS-100 coils have 100 emitters Required Primary Area 600 ft2 Total Number of Orifices each.300 emitters total Designed Primary Area 600 ft2 Diameter (3)50'of custom NetaimBiolinewih0.42gphemitters in Designed Reserve Area 400 ft- Spacing 6 in Trench/Bed Width 32'0" ft Manifold Trench/Bed Length 19'0" ft Schedule/Class Elevation Measurements Length ft Original Drainfield Area Slope 0-4 % Diameter in New Slope,If Altered N/A % 1)Sci:ueNFirieVVIRO°7M11E2N3 c nfi.uration used? Yes ® No {.u�Depth of Excavation Up-slope 0 in ��- sportPipefrom Original Grade Down slope 0 j �� 40 Desi ned Vertical Separation 24 i ASON C . 50 ft 9 � �"�� TALHEgL;; Gravelless Chambers Required? 0 Yes I No 0 Optional DiamJgw 1 in Pump Required? ■ Yes ® No Dosing and Pu mp Chamber Pump/Siphon Specifications Number of doses/day 360 Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 240 gal Orifice 5 ft Chamber Capacity 1,200 gal Uppermost Orifice I Higher Z Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 2.1 gpm ■ Timer I Elapse Meter I Event Counter Calculated Total Pressure Head 50' ft If Timer: Pump on 22 Seconds , Pump off 3minutes38Seconds Comments Treatment System comes with all required system components,see"System Spectification".The system comes with the Control Panel pre set at the factory, uses one Effluent Pump and OSCAR OS1 00 coils. DESIGN FORM —PAGE TWO Assessor's Parcel Number: 2.201 75 - _2Q -- _0_00Z2. Permit Number: SWG DESIGN CHECK LISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch I Test hole locations Drainfield orientation and layout Reference depth from original grade: I Soil logs I Trench/bed dimensions and I Septic tank I Property lines critical distances within layout I Drainfield cover I Existing and proposed wells U D-Box/Valve box locations Reference depth from original grade within 100 ft of property I Septic tank/pump chamber and restrictive strata: El Measurements to cuts,banks,and locations I Laterals,trench/bed,top and surface water and critical areas I Observation port location bottom - N/A I Clean-out location ® Curtain drain collector- N/A I Location and orientation of ! Manifold placement I Sand augmentation curtain drain and all absorption ® Orifice placement -N/A Other cross-section detail: components Observation orts/cleaFlouts I Lateral placement with distance p I Location and dimension of to edge of bed Other Information primary system and reserve area a Audible/visual alarm referenced Yes No Buildings 0 Scale of drawing shown on scale ® I Design staked out I Direction of slope indicator bar I ® Recorded Notices attached Waterlines ® 0 Waiver(s)attached Roads,easements,driveways, ® I Pump curve attached parking ® I Evaluation of failure North arrow and scale drawing Non-residential justifi cation shown on scale bar ® Waste strength 0 • Flow DESIGN APPROVAL The undersigned designer must b notified b installer at time of installation IYes 0 No ii 20June2023 Signature of Designer's Date The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in compliance with state and loc site regulations: f ,A/I 7—('S -2`3 E vir•�� tal Health Specalist Date CAUTION: DESIGN APPROVA IS VALID ONLY UNDER THE FOLLOWING CONDITION: 0 The design is stamped "Approved" by Mason County Public Health. 0 The Onsite Sewage Permit has not expired,the Permit Expiration Date:s: "2 2Q ® Drainfield site conditions have not been altered to adversely affect conditions of design 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 ; la .=, I © )-li; $ X 3 'm- m A po 0 03 Z x n D m Z r__- in _ 6 _ 6 8 , A 3 2 co r g• 2 1- m % m m m € T S m v m N Z r� D Z S O F 8 g z Z < c5 3 " C) Zrn x A A m IN8cA P.gAi o -t i zR v lei rr I g 0 zNi- O 2 SPZ m -,- yv y mo s sA o > o (p�+t5png Cl A CA n N q Z H _ aao P.N , o a - n iC+ Lz"^gi z 2 D a p g .713 -< oV. nnz'''o o 1 107'+/- _ 0! law)• o Pu... .New•u.: ine PeaH / 0 O `D a Q O �, o W rD Driveway Any a .. 0 a N Existing Water Hydrant a o o V —` • tobeAbandoned m 7:1113P17.__... - •-•:, gi .- + -... \ mow L.,, . - a, yrD �_\ _ - 7r =sz m 10'No Build Zone f o- 101 /� I . o n a— `� W N W o G ��`' {`' PI `� f o - "al rn , a x �� • o tw ,, et) 30 ,g ; � 36'+/ 1 l t I I o = a ` ` �adols 10:1 o Build31 Zone + =m <sc�� a $$ pur 10-1 i pl a ,3 100/ -Posed New Water Line ' p C') > r m 0 v, w 0 a C o 0 ot IFIPII,ia o m c„ Z o Se? 1=r = -a i> --411 V) vo IT cD 0sa) n�i 8 � oi�•zQil '`ttt .Ti. l"�iro N/wvi `Y{ rf A _' NJ y W m �t p (1 r —I p -� D) „,cc)-D. j' r• N O �- li N 01 d IL • ro eD N tD d al cc) > a o -1 o -r, '< p d Cu C CD p K I- ', p � to o p n- _ cv O D o ro n !D D..., N �1 ( V) A O i I I ' . 03 -0 -0 co c NJ Clt� r-'- (p < rn _. K. -0 3' n o ,t O, a) - II rs. CC.--' A 0 n 0-' p j LA .r N W W N 0 N Z ad NJOA l., O • � -_ p . O LI Nil .4 m 0" . . .........,.....„•... O 3 ¢ I i rl cv a I L � 1 s,,,, T.----...: '' — a. cii a 0 ¶.��,efk.;uf. ._ - :; ::... ro i, I r- _0 i ,„ . i rs 8 .. • ." " ." " •" w N r tip F= 2i A • .--- 'D ty 3 n ^ O ro CD = 3 fa, fD (D C t,Lm .--e- - C 3 0 c" v+ cc fa., (D m B O 1. BCD C O� l • Z CD O >� Q_ C co Lc co cv 3 [-D Le, o \1 cQ L]_ �r N C/1 0 \ 1 Lri 3 rD rD `° p =o 1\ (...CI CU •--r �I -_ '� �'+ to CV fa.) t-i, cr o -I = = a, 1 3 (mil --.- y, c- �. =. O (D O Lel O O crFir O O ' a l 6" (D. O Cr) N 0 O _r = ri .v'-r gyp, (D O --1 O O cQ — BASAL WIDTH __ =_ t' rD ;73.. 172 =:: ....„ swill LC2 t„p rronium t,QCD - -Q .r x Lel DJ 1 rr-IG)ZM19: C 1 3(:3 = CD * CD -. co n rirel tr—i- ill -a o N o o c=,_ t., CD ro to CD B m n B m o > > cu to o CD _ `D, it 3 co Lon Cu 0 0 -' o t., 0 N _ rl D C O O CY c c CD a• D T7 = a)a m co co Z CD 'IC1) ci? cr = B i>' C>- CI) N. g „O o -< r n • sn co �g St S� CD i its% Q� Cp v y i, • i:,-�t, m N c,r cD `D 79f r "iu Ill -" Z O N o <ID o w,Y .00---= to z LA.) N OO GI C a i''x '• 3 r m c--. T- CI, n '' 1 • E ❑ S 0 S CI El • 0 0 0 • 03 0 0 IN 0 El 011 M a ztod , .,. ag FEItE R. . g� . E jw a a * W _ a_0E�_ Full NN _ 1 qAg je uu . .• opi I S.N N 8 0 N 0 O j $ Q. N S. L, 0 Q. y R 0 �Z ^' o * N U,� \\frc sg"- Q5 '' R *Z = �' -. 5 a 7 i3 � � -4§� d . s : g .oaf . /1\ E. 1. N a fa' o ,,re e, a -- (c st `chi ppp,,,R q3�ll O CC� iD Q. G� N N �. (pQ7� % 44-H -pf y SC S N '(* 2_.?2- N_ h cg y g� �� • Sys _ �� a _ a o .� a c 3 a ,g oN 8 fR •• . — .. ,EE-, g ak a g E a gl gy ay, m n Lo LA C' 0 E A.ate Rd E Lighthouse Rd m D cu cu y m 2 a D 0 0 mil E Timberlake Dr ^' V m I 0 _o co a To r g MO c A d co J O a N m 0 o d N NJ3 a --i A VI Cr D `.0 T• \ rD at, '- N 73 4 A" a z o N V1 a f 0 ••.< 3 T CO W r 0 0 F g' o cot a --1 a = R� 0 IA w Psh d a0 _ �. , ��F OAP '° A 3a ° W j �rF 3 a_ = co ash Or0O Ttr' wro d — (D O NJ W a- I j Lb o c, 'n d 0 3 T a r !? v, n, rD 3 x- a 3 . ° w It an N D Do O O - Qo .,� nz -dcr, =. co >, c_ 0 4' / - 0 Z C. n Cl) rn r o- S- o 0 ; a O %`�•, rD < r 03 0 N CD m p cD 'g x (O ;e n' `��;` �' ,fir ro cr D C CD cu r 0f'• $,,,,1i1! r'r,``t., Nr. rt ,-,.. rnz L). ii,,,r„ 3 O CO C> z l ! ��u �" ai 7' -0 N oa C7 .n%...:'J:' f Ill 1VT• CO O cfl 5 c p -O v, -, n D a ,., y ;.-0 0_ n oo < v - w a, ^ v, o El- --r w o n' -4 _.- + m -' ^ a o �_ D 0 fl, cal D D D '' D (D c a, ro .+ �; `2' 0s s r, -. a, o s n .0^r °D rD + c �, rD rD v �^ o n s CD o, n f D 0_ v n cfl c co ' o `v Q o p = CD ca. ru _ ,., ro n 3 * , O -0 fl1 (--, v+ n cu rD + -0 rD r' = !D 0 -3• rD O. O' n-_ !D 0- v rD B �-' 0• rD 0 Gu CD OO O rD O rD v, rD v -.. _ 0 Q �^ = VI ,_, = v, v' .�-r n O .rD-r HU ! _ •� !D n ,n = o o irDi, O rD x rT 0• n r� c a, O �, O -� �• ,r, r, . �'_ • 0 rDrD Ln Q CD 't.C2 r_ .-s- o • rl Cl- .--. a, CD 3 fl, o ^ o fl, -0 O v' .=-. n, `L- n ('1 `^ rD O' r - rD r •D n Cr 0- 0. a, v, - Cr a lfl -, N .Or. = rD -O �-. 0 lfl N rD v, lQ 0 CZ - O '^ - a, d Cr rD - - rD o .--. N = m 0 a, ,^-r CD =. n v, ,O•,., v' n to - O rD - 0 = v,- N r'' • 7 Q rF r�• = ,x-i+- Q. Q 0 0" -- O = rD Q rD co d .�5-r .CCO-r O rD Dun v '-' ,.r' ,�., co O• CD .�. 3 2 NLc) C a rD = - �. �< lfl �, n S< �-.- ,Ni, r, LC? -' • v.( v, -..; CL o 0 0 ,., CDD CD - --- = rD rD -.Le3 MM.. (D rD 0' to CO r- -0 rD -, rD --,- rD '-< .a'-r- d 0 rD , .�-. O_ -� .--.. �" _ 0 3 -+ n �; v o .< o ro �' = ,_ ,,, - 0 — 3 rD ;,, ro a, - rD c o 0 0 -0 = rD �' 0 C2ro Z fl, a Q rD" CD ,�i, l� O �j O CD 3 0 '-• -0 a, O c co c _ to • _ - O = ,n n 3 < O = n rD Z - c 0 _ ^ nro rip , - CD 0' co n• o '. co o ca rD 0 CDD 3 p or rD rCDD O — -. ._, — CD o n c 0 C. 0 0 o s 0 o rr o c • rD 0- ,., CU 3 0 0 0 cr • o `� O rD 3 * o �< rD r. fD rl 0 = v' �, rD Cr o ,n ,.. ,� d n c a, Q a a, ".< o--" = d rD 3 o O ?; rD D 0a rD CD H a, N Cr r. 0 v CD p h O- CD n p CDC r' -p I'D 0- Ct)Q a, =D O• 0- ��-. O- a>rD CI) -0 N o v a 0- - a'� 5, D ,^ 0< CD a, Vs �' O r�D CD = = rD rD CD Q O a p CD (J C + vs fl, rD c O Q rD or .y-. = Lel v, O o n, ,-,. rD cov d CD O< O_ CDD Q rD 0 a, Q 0- = O- rD v �- L Or v rD rD c a O- C O° N '^ 3 CO_n> < ,-r fl* t^_ ,'D rrDD n O rD CL 3 N- V�i O� fl' N N rD n -D .�•+. �' ^ rD Pp CD Q- rD CD CO Cr LIT) rp rD r, v 3 O O O O -• n rr- n �O ,a'-' rD n r Q 'O = v, rD 7 7 .�' VI O CD v, ,n < O C o n rD .--r O p.,, cn r^-r v' CDDL. l� cr. d rD .�-. `� �« �. rD Q. CD lt] -a 0 'O �- tZ + r, 0 ,.-.. _,. Cr O rD n, co a., Cr r-r ^,. Q. CL O Oh S .--. rho a a ^Co o= ro o- `° N _- -0 rD CU Er O r- 0 rD '-' �' ,-+ r 0 O CD C -- � oo v n o, cn - - w -0 • ' D * �"' 3 3 ry o N -. w ' - N N n a_, n 0 0 0 co =_ rD a, o y, o cu ' Z r < tr rD =. Z 'v = CO v 3•_ --'1 C C O N C �, c N o a, `^ rD rrDD fl, G o 0 o d• a '` CU '< o = o rD -<< rD = 3 3 CD _ a Q O �' CD CL rrD�, O (D y.. �- i.r 3 C a,i n ^� a, j Do p eD -CT ;,, ,., rD CD fl, Cl- 20 rD CD = -t -'• d a, 0- = r^. �D• ,,^� -cs 3 3 3 co y o C Q r, - — w ^ - CD CO rrD C1 0" -• 'a Co ,--. C O, c ^ A = !-1 0 ai`� =• Q 3 rD • r� a, O• • c0 3 d C1 Cu 0- rD r,' 3 - �, - fD Q, rD o ip .-« 3 3 5- o- o c': Q w ZS rD = a, a, o C v► ,., ° `� f -p Fe, C rD -' fl, * O v d Orn rD CT !D .--r 3 a, n p tD o- a, = O O -6 = CO -•• CD CDLel a o . �• r-D d �- WO v., _ rD a, � O 3 L1 d "a 'O a, `^ CD C. `^ O ,., o, CD <_ S CD c rD ,,, O O = * -0 UP a, C. ,�D d A a^, n rD CD .- rD C a, CS IU U I !- - -Q ,., rD = * rl ^ n rD rD O �< - 3" o o rD fl- -0 rai ' _ o o 3 a o- _. = m 0 2 tz �^-. rD v,. a. a, - -• -v ^p rCD co o c a, CD 3 iD rD un - = D `i a - �'- Q 0 -• a 3 •-c 3 = —• 3 a o p `es CD O m an o rD �. ,, ca, Co -• -. rp : Co c �' co 3' C O� = d O CD �.' -0 a 0 -^ O0 C = O 0, C• v, O rD 0 CD v .--. -I Q fl, o v C tal --a o O c -0 3 0- _." c o a. i., O 3• O =• = 0- n rD S O '-*' - = rD _O Q p c o �- o -s ._. a, = d tt? rD o rD rrDD S rD O 0 d x - 3 3 lQ -�-` O n GO in N O C d CD � �. 0 0 co �, `o_ o' fl, a rD 0 3 .a'-r d, CD r• D v, 7 v 3- 7- n -0 O, CD =• CD O CD 3- 0 p p O• rp fD 3 a, �- v < a Cu rD N a 3 0 g o 0 v a CD ,-, ro < 0. Q c ro a, • O Q flr co rD < . C ,., 0 CL =-, CD0 rD '^ in_ a, Q O a, a, 0- r, - < r• rD 0 VI a 3 rD a �. rD C' rD CD Q y' n r.' Cu C rD 0 CL a, 0 = CD n rD '•< x • s-D CL Co a rD 7 as 0' tr 4s. 2 w n' ,n ,n co CD ET �^ 3 .�<- N v n O v�i a, rD rD ,-. . rD n 3 �< n * rD _ • '" 7- _- co a, .�'-. rD , - rD rD v, -0 .< 7 O< CL N Cl- O� C L C= - 3 O .�. O 0 - D < '' O a 0 rD 3 0 3 .--r Cr_ rD rD a, ,� 0 lC] tQ rD tL] 0 Co �' rD N• CZ * S = n 0 rD 0 ,-.. < rD 3 r„° r-. 0 CD rD O a, O = 0 o ,,n-r• ro n O O n rD N < CDD v, `o rD .-r .•r fD .--r rD rD ai C CD o C t3 rD ^ rD -, O rD a, rD 0 o' rD ''' .�-. a' �.• 7 Eir 0 00 r.� S 0 ,.� o CD co . Q 3 a, rD -0 '^ .n-r• c rD ,ci, v r O Cu O 3' r�D aa' d 30 -0 fl, rD O O vi ,n O Cr < ° rD 0_ a^, 3 0_ rD 0 -^ ro 0 rD p _ ,v - c NCU c ('l a, 0 n !D ( n (ND 0 v' 3 0v' n O c G rD o_ c rD v'- r�D 0' o ram', mot D o - - V' - rD - v, v d n, �c a., o o `CDD Q 3- c (13 rD rD .-r 7 a, Q ,--. rD p up r�• p o- O p ro O rD ,--� o n o _ CD (, C m p Q 0 „' rD o -0 "' 3" rD v �• n Q Cv n CL v,- rro Q rD 0 -0 7- 3 -O r0D fD o • o o- rD aa,, o �; a, c 3 ,n n C g �_ ro tQ• c rD rD n 3 to Q CD Cr - _ CD CD CL a = CD a F Q v 0 OCL v '•< -CI c CD n' o o v., 3. cr c '� fl, • 0- — — O r, 0 0 a^, rD n n" * a, = •< rp ,., rD 0 Cr_ 3 a o_ o a 7Pres C [O = G = CD cr> CS = -o 1 D -< CS Cn- CD P + �,`'•�� ` 0 CON rri Z n N cD m y�> fir, c�:l..• . CI O N r- 2$ ' ' \ ro m N _m� 'r Fe, c=:. cc:. c=" 1 C) ,. ... M Ci m No co 4