Loading...
HomeMy WebLinkAboutSWG2022-00511 - SWG Application / Design - 9/28/2022 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELTON:360-427-9670,EXT 400 J L BELFAIR:360-275-4467,EXT 400 Public Health & Human Services ELMA:360-482-5269,EXT400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2022-00511 APPLICANT GOLDSTEIN JAMES A Phone: 1.720.621.1181 Address: 840 RETSIL RD E PORT ORCHARD, WA 98366 OWNER GOLDSTEIN JAMES A Phone: 1.720.621.1181 Address: 840 RETSIL RD E PORT ORCHARD, WA 98366 SEPTIC DESIGNER JUSTIN RUSSELL-Jim Henry Design Phone: 360-956-7242 Services Inc Address: PO BOX 14531 TUMWATER, WA 98511 Site Address: 421 W Satsop Dr Primary Parcel Number: 519085000033 Permit Description: New SFR -3BR Nuwater Permit Submitted Date: 09/28/2022 Permit Issued Date: 02/02/2023 Issued By: Jeff Wilmoth Current Permit Fees Paid: $500.00 (additional fees may be required upon installation of system). Permit Expiration Date: 09/28/2025 (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 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. 7 Verify parcel combination is complete. 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.gov/health/environmental/onsite/oss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLY MASON COUNTY PUBLIC HEALTH DATE RECEIVED: 1 I a� lo),a ONSITE SEWAGE SYSTEM APPLICATION AMOUNT R CENED ��O V i1 RECEIVED BY. W U) 415 N 6th Street,(Bldg 8) Shelton WA,98584 `%t gj Shelton:360-427-9670 ext 400 Belfair:360-275-4467 ext 400 S`AVVG zo2� () o - ��5�� z xi APPLICANT PHONE > > JAMES GOLDSTEIN 720-621-1181 m 70 m MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE r 840 RETSIL RD E PORT ORCHARD WA 98366 SITE ADDRESS-STREET.CITY.ZIP CODE D m 421 W SATSOP DR ELMA WA 98541 > m NAME OF DESIGNER PHONE D I•C P Jim Henry 360-507-1267 NAME OF INSTALLER PHONE m I CHECK ALL APPLICABLE ITEMS DRINKING WATER SOURCE 0 I CO �./ C • 00 NEW CONSTRUCTION ❑ RV HOLDING TANK ONLY ❑ PRIVATE INDIVIDUAL WELL (/� I CDIDREPLACEMENT SYSTEM D INSTALLATION PERMIT ONLY 0 PRIVATE TWO-PARTY WELL O ❑ TABLE 9 REPAIR pp SINGLE FAMILY COMMUNITY/PUBLIC WATER SYSTEM Z ❑ TANK(S)ONLY 0 COMMERCIAL SYSTEM NAME: STAR LAKE COMMUNITY CLUB t El UPGRADE TO EXISTING 0 OTHER. BEDROOMS LOT SIZE I CT) ❑ EXISTING FAILURE "Record Drawing required 2 .54 ACRES for all Installations" W Q I CD DIRECTIONS TO SITE-BE SPECIFICANDADVISE OF ANY NEEDED INFORMATION FOR ACCESS(ex locked gate) t FROM SHELTON, WEST ON CLOQUALLUM RD, CONTINUE ONTO I o SATSOP-CLOQUALLUM RD, RIGHT ON W STAR LAKE DR, RIGHT ON W SATSOP DR o TO SITE ADDRESS AT END. r o CA) CA) C' SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS I CA) OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE(tor reporting purposes) ❑VOLUNTARY 0 MAINTENANCE/PUMPING ❑BUILDING PERMIT ['HOME SALE ['COMPLAINT ❑OTHER: L' J-)_] INSPECTOR SOIL LOGS COMMENTS/CONDITIONS CV c,� .TO � 11 RI CV 5 . 50 -.r-• - 11:- ' . 0-415 O w 6L to ` � Cam, of 41L- , rpv yo SOIL CODES: V=VERY G=GRAVELLY $=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS INSPECTOR SIGN TURF DATE APPLICATION EXPIRATION DATE A•• TION APPROVED BY DATE ;\v N 0 ,I0 -`7 0 -I0- �_j 0‘ ,�� 22- +/THIFC�1A AY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/7/2015 V f DESIGN FORM—PAGE ONE Assessor's Parcel Number: 5 1 9 0 8 — 5 0 — 0 0 0 3 3 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" PARCEL IDENTIFICATION Permit Number: SWG 1oaa 005 it Designer's Name: JIM HENRY Applicant's Name: JAMES GOLDSTEIN Designer's Phone Number: 370-507-1267 Mailing Address: 840 RETSIL RD E Designer's Address: PO BOX 14531 PORT ORCHARE WA 98366 TUMWATER WA 98511 City State Zip City State Zip ` DESIGN PARAMETERS 3u ` an:ri 4:,3ii Treatment Device 0 Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Type: l Aerobic Unit Make/Model BNR500 ' 0 Disinfection Unit Make/Model Other: Drainfield Type ❑Gravity 0 Pressure .1nTrench 0 Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 2 Schedule/Class 40 I Daily Flow:Operating Capacity 180 gpd Length 44 ft Daily Flow:Design Flow 240 gpd Diameter 1.25 in Septic Tank Capacity 500 gal Number 3 Receiving Soil Type(1-6) 4 Separation 6-8.8 ft Receiving Soil Appl.Rate .6 gpd/ft2 Orifices Required Primary Area 400 ft2 Total Number of Orifices 66 Designed Primary Area 405 ft2 Diameter 3/16 in Designed Reserve Area 400 ft2 Spacing 24 in Trench/Bed Width 3 ft Manifold Trench/Bed Length 135 ft Schedule/Class 40 Elevation Measurements Length 30 ft Original Drainfield Area Slope 38 % Diameter 2 in New Slope,If Altered 38 % Preferred manifold configuration used? 0 Yes 0 No Depth of Excavation Up-slope UP TO 30 in Transport Pipe from Original Grade Down-slope 6 + in Schedule/Class 40 Designed Vertical Separation 1? 24+ in Length 35 ft Gravelless Chambers Required? 0 Yes 0 No 0 Optional Diameter 2 in 4 Pump Required? 0 Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 3 Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 60 gal Orifice 6.4 ft Chamber Capacity 1000 gal Uppermost Orifice&1 Higher 0 Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 40.92 gpm I 'Timer FiEla'se ki- er gEvent Counter 11.54 :` 8 HOURS Calculated Total Pressure Head ft If r:�n�o ' � 1 ��;� off 7 Comments FEB 0 2 2023 - �..'` ?AS N.COUNTY ENVIRONMENTAL HEP,_TH JBW DESIGN FORM—PAGE TWO Assessor's Parcel Number: 5 1 9 0 8 -- 5 0 -- 0 0 0 3 3 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch Test hole locations I2f Drainfield orientation and layout Reference depth from original grade: g Soil logs L1 Trench/bed dimensions and &I Septic tank g Property lines critical distances within layout If Drainfield cover ❑ Existing and proposed wells lI D-Box/Valve box locations Reference depth from original grade within 100 ft of property l f Septic tank/pump chamber and restrictive strata: ❑ Measurements to cuts, banks,and locations g Laterals,trench bed,top and surface water and critical areas g Observation port location bottom ❑ Location and orientation of g Clean-out location 0 Curtain drain collector curtain drain and all absorption g Manifold placement II Sand augmentation components g Orifice placement Other cross-section detail: Location and dimension of ' ❑ Lateral placement with distance C' Observation ports/clean-outs primary system and reserve area to edge of bed We Buildings Other Information lif Audible/visual alarm referenced Yes No lil Direction of slope indicator 0 Scale of drawing shown on scale g C� 0 Design staked out g Waterlines bar 0 0 Recorded Notices attached g Roads,easements,driveways, 0 0 Waiver(s)attached parking g 0 Pump curve attached g North arrow and scale drawing 0 0 Evaluation of failure shown on scale bar Non-residential justification ❑ ❑ Waste strength ❑ ❑ Flow DESIGN APPROVAL The undersigned designer must be notified by installer at time of installation Q'Yes 0 No (k.---1 7 R-n-i-z- ature of D igner Date The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in compliance with state and local on- ' egulations: b✓l( z z 2-3Env ro tal Health Specialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: / The design is stamped"Approved"by Mason County Public Health. ,1 /� sr The Onsite Sewage Permit has not expired,the Permit Expiration Date is: (0- 0—2J ✓ 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 k G ' J ..11:1 r I1 JIM HENRY DESIGN SERVICES, INC. ON-SITE WASTEWATER DISPOSAL SYSTEM DATE: September 13, 2022 APPLICANT: JAMES GOLDSTEIN 840 RETSIL RD E PORT ORCHARD, WA 98366 1 r a, . 4111 t. LEGAL: LOT 33 STAR LAKE#14.5y1s f1 •PARCEL #: 51908-50-00033 : slowL" 5'0 �F t o, JIM HENRY /, .1 LICENSED DESIGNER 16 PROJECT #: EXPIRES: 08/11/ -01 DESCRIPTION: NEW CONSTRUCTION FOR RESIDENCE PROJECT DETAILS: NUMBER OF BEDROOMS 2 GALLONS PER DAY (GPD) FLOW 240 OPERATING CAPACITY (GPD) 180 APPLICATION RATE 0.60 DRAINFIELD -Absorption Area Required 400 SQ.FT -Absorption Area Designed 405 SQ.FT -Trench/Bed Length 135 FT -Trench/Bed Width 3 FT DRAINFIELD CROSS SECTION Pp - Depth below Original Grade 6-30 INCHES R O VE ia"'r 4 - Graveless Chambers 8 INCHES AI FEB - Sand under Trench/Bed 0 INCHES MASCNCp fNrJ,fNa 2 2023 lif -Vertical Separation 24+ INCHES II�14E �lRp , - Fill Depth 6+ INCHES Je� NT,G�y�gCrN SEPTIC TANK - Size & Composition 500 GAL TRASH TANK CONCRETE - New/Existing New 4� 1 ��/ \JIM HENRY DESIGN SERVICES, INC. APPLICANT: JAMES GOLDSTEIN DATE: September 13, 2022 PARCEL #: 51908-50-00033 PRESSURE SYSTEM - 3 LATERALS System Parameters Pressure Calculations Orifice Size 3/16 inches Minimum Orifice Discharge Rate 0.62 gpm Residual Head at Last Orifice 2 feet Total Lateral Length 132 feet Orifice Spacing 2 feet Number Orifices Lateral 1 22 Number Orifices Lateral 2 22 Number Laterals 3 Number Orifices Lateral 3 22 Lateral 1 Length 44 feet Total Discharge Rate 40.92 gpm Lateral 2 Length 44 feet Lateral 3 Length 44 feet Friction Loss Pipe Class 40 Tightline Friction Loss 0.97 feet Lateral Line Size 1.25 inches Manifold Friction Loss 0.83 feet Lateral Elevation 514.4 feet Lateral Friction Loss 1.14 feet Friction Loss through System 2.94 feet Manifold Length 30 feet Manifold Size 2 inches Dynamic Head Residual Head at Last Orifice 2 feet Elevation Difference 6.4 feet Add-on Friction Loss 0,2 feet Elevation Difference 6.4 feet Tightline Length 35 feet Total Dynamic Head Loss 11.54 feet Tightline Size 2 inches Total Discharge Rate 40.92 gpm Add-on Friction Loss 0.2 feet Total Dynamic Head 11.54 feet Drain Down Calculation: If orifice orientation is 12 O'clock,the following calculation does not apply. Orifice Orientation 12 O'Clock Length of Pipe 132 feet Liquid Volume in Pipe 10.30 gal Drain Down Volume 5.15 gal ,' 5X Volume 25.74 gal P �tt Dose Volume 60 /��.;�°r �� 0V E = �' �. siolooizi `s.��j Dose volume meets 5X rule: NIA ` o JIM HENRY 17 FEBO Y. Cl NSED DESIGNER s r C 2 2023 ___-_-� EXPIRES: 08/11/2, MASON COUNTY ENVIRONMENTAL HEALTH JBW ZOELLER 150 Series Effluent Pumps al w PUMP PERFORMANCE CURVE MODEL 151/152/153 50 - - 14— 45 153 N 12— 40 N -- 0 35 : 10_ • 30 8— 151 0 25 N ' I- 6_ 20 15 4— • 10 2— • 5 0 10 20 30 40 50 60 70 80 90 100 GALLONS FLOW PER MINUTE 4fO,ej2-- Pa,, .9Fv cA._tq-z J 4. 51000124. sF„ 02' IIM HENRY A P P R. 0 V E LICENSED DESIGNER h EXPIRES: 08111!2'4 FEB 0 2 2023 :.. MASON COUNTY ENVIRONMENTAL HEALTH JBW . . i),__ -5,,, oar A---1- L.., „ IC ) „,:,,E,,, ,,, , N ,., -----1.7 00 O W Q 6' Ir S U - II ' W Q Z U, Z N; P, c. 3 N ° m N L 'c o-° w� N c,1) L.5 Ig'a , 1 6 f /3 E 4c II Sys-e �' § U ;8 D'''?• 4-477:— ^V cc p VO W c 1 I (Ni// i E N 0.:". U 0 APPROVE .., tirgs coUN Ee Z Zpz3 JB W AL HFALTy 0 M 0� a) II TYEAT I Omm Oz \ 1DAQ OQ> \\ 1' Zy7C \ \\ (n Z I .\ . \ V, / 1 D>0 � / / 10 1 ;' mom _________ 7.- Ls•\ \ \ ..-4 -----__________--- -"qv \'1 �-�` J`l0 1 s -0• \\ \ . • ' �cnA y`SZ� , VA �� A 7% W I °O ZO 1 m— illik r�Q 2,0 v• v�wyvv� ���sV�"lS� 1 ������ ��p A y T `\�1 \\f. \\ '/l \ 1 � Arn▪° ` All\ V> CO \y \ bo ,A, � ` Z A Z 411O -17 \ . ,. ' 110 ▪D\ 0 � � O t ' pry lrn•' * �R \ C\S \ � \ 1 , ` SCV ' ao • __ ` . ��,ti o� � ell1 1 \ IIIPA 0 '') t' ' \ \ ' ) \ \ � iI � � fibe ‘ :\ .... • do r ,, \ • in cc, 7:1 IV C.,43 0 2 •io, 1 - � ��• \ \ ." fir% �1 1 D m ',` '.1° ® `STG pg Tye `���1 • m -'---__ I 1• 1.�1 I ) , *— •��,, 0 Z %% . - 1 �oM11' . 0 D b e . .>.`� _�—— — �_ w, -1 N O T \ N ) — 0 rn -0 7 vr 1 r r r 1 Z -a 0 '-' -' -1 e ee ©IC* \ ,-- \� ' - wwnZ nZ D< oWu,WN - Ncao - /" AO� N.O00� 0 m v, 01 I o < � � zr6zCA _ " ^',H a'te Z I- N� cri D Q N 0 mOOOmOCC \Dcm� co pom „ ArA � 0 \�A 0 -, pm < m p N 1..) II AO Q W m = A- ( X DrUrnpZZn � n 9Z0moz 2 m <nyAn < p = Nmm • 11 O Fri V =_ rnZQA z2"'zn o Z ocmcrc Ao � on T < « Z4 ,e 4 2 „ m � n ��\ 071- -. m < • M XI~ AA 0 N 0 m Z mDV/ A -1Or -D-1 A �° m O Oz - -nz2v, � Q O N r m n A m p' ti' m•n E 0 IIroilw 0- m 00 p -1 n A p O D co rn A? A 2 Z m 2 D r m Cn r 11 0 Ac 0 Tmt = ? ° m� NZ5 � N Q Om m m mA Z z, NO7Vn zp 0 0 N p 0 > o 2 g 0 < Ira v+cnA aN; p 0 Q c < mm - c m tIn +roll +Cntq • 5 A A 0 m p � 2 � � -ID iu, Ia > 0 -1 rn C ,- a, v 73 - r Z mi i r co -1 C -o L Z m N 0 • Q, m m Z m Z Q �A xZ A D m 00 m 1 5 OCOrm D �r Nrn0 crnimO r r Ox = C m ? ti Zmj AD Am> Am0 m --1 ,.,, m A n 3 n j m (�r D �, tmn v, u, w Z N vD, m <{ <O r {� -1 N <O Cn U 111111 O N 2 rn� rnA� rn0-1 Z m m 0 m Dm DDcn < COXi h COh C n Z Z Q cAi' a �m> •D-1<m D N o o D 007i = r�r c Q p a" -�0 Pia it o o m -1 (n «7i C A -Z-i D z r m O • 13 � .aw 0 (� ` z CC y Q Z 0 D o O N O � Z � c 0 c m m c c D A) 1\jA r A A 0-< c�i,CO N p CI) Z NCo rn p I- >-0 w W O m _, 199 m ti 7C 0 II r Zrn Z Qo AO Z y W m v' m QV p m m r p N < -< 0 n m co 0 Arn m v c o m Cl/ r111:2 Z -I M rn 3 CO 2 2 0 r m cn m M co _ m II _ z /Z1 M Z 1- co A 0 J Z II co N y ol n - • N A rn D 624, CV �` N Ur r /�/� �" w Z n I 0Lu 0 U 0 Q. U O t �_ l 1/�i c/r�{' n) Z 0) O U O > p 44/ OAA "'{/ I no MzLL V finO� y .b� , p� c��rf O M 09 �� '� O Q A., Z Q r- 0 _ �fc,' Z N �_ //Zn� 3 O 1- O \ N W ` V QNO.. U ' . E ' .'WWI" L I . ��~�S,o c w w o 0 3 •. 1 gyp„ �,�'� .. w a g g NZ \ ,' 0 0°,' • • fi / 0 i- s, Z ,� ,� w c ��11 U =c x0 Q .. �- it 0 _ Q — d 0 d ~ W I�_�V — • I .N N O U H N J N LLJ Q UZ 0 n- = U o = o c b O U o a) N N O ii a - N L U 3 .0 g o o Qo 0 a -o 1) Q aa) a) N > n / d) =Qo Q Uwi a co w Z a U a! a 7 CE t-63 Q Q o O iwH • •72 ce 2 N If tIILL1w CGG w O O J a) . OaJ O J w r t m fa> Jcn Zw`- S O J I a!01-W U �11� _ ~sz Q LLJ Z U JLi Nw� 0 J w •N o �Duw U > EION Ce I d) OZZZ00 > 0 wa j O a) O h a) a) h h Ca> C •5 d4 N N NON c° c .o ._ NUa> a> C° a. „ N - dIL a> N O d U ^ N Q p Y a a�Ei � °>a � v> � � a mecca LU N cn CD CD d � >. v> m a 0 0 8 a 6as= 0 5 N c Q d43 U O O d 0 Q 0 U' D O } p N o $ 0.- E o Ncr; € as E Z S w d) N O n- >- 0 '^ a 'd w a o �►- aEi uvi .� �CD _ Z I w w w p N N d O 0 t c i ccua> w�Z N CU >, >, na-0 a> > umim v) S 0 m N c O = Q N > vri m - 2 a) ' fE m c> E a 5o. 2 m = u > Q U 0 a) = E — •a) > - 3n, � a> E 'ao -o € JLL1 < m S > N - O � ) U a> o y k ` o c o d D 0 0 I 0 wu (1) j c D 4- a) U E U � D0 o.- a> N -� rma -a w U Z = O a. < L L0 E jo0 C c0 0 _Q vwi R � � � ncc°=as cN a> N a"i� �� S 5 - = ce < = 0 0 UFO U � � N d Z c o >,N ... c a> E a> c> 3 •� rn U 0 _ r- h 1 0 an'n "d U Cr) 0:1 3 a> c a) >,>• z N S � Z S O Q- O c O .5 Q N d ,n N Y cn cn c N d�O -O C d C t c n` cc°> w O n- g)i 3 m 8 o `ni = 0) 0, 0 O w < 0 ~ Q c O N •� n d O 0 a, c> cg > > Nm ao Q 0 d E o c �p a •c T Z a>Y a>- - m = a✓ "? J p U c Q N N c 3 N -0 ce cn CO O c c c° m - ca _ r- -J -, Z o- O 0 Q- 01 -_Q ., m a) -a c a> > o a> O O N c - O 0 n Q o_n o t c° m m m.N'im o i° co c S O w C'3 LU Q 5 a) O � � c T;ic O 0 c o m� m m-c > 8 �t o = o- n N ? , p Cif UJ j `� N d N O oa) m4v 3 co c~ 03 L a> S h J O OZ � 3 ,, N .- N 4- C N w U a> c �� o a`°i aNi �° a • o o� U S N O w 0 .v 12 0 _c c - c d a> 3 a) o a> a> c_c Z c p U U 2 Q Q w d) O »- ,,; c Q w hlliU Lu c • • a m U) O N N w �- O .c - d a)> c o> LJ.I c `� w Q > U w ' d N 'd c° m � w a> as U a> c°Y a� cn U� o_o W N 0 w , w w O O m D � Ce CO�O c 0 Q -- E N C O 0) a> E `o -o.S h co c E i° a=.E - co a) Z o_ Z S N N �+ d Q „ .) C - U c - h N +- U ,n d)"' aco ? v o n2 o Y }° E. o o rnw aoi�.D O - ,n w • °� (� Z JQp d N w c <° m i° w c•0 c Y N c`r=Cll rn Z `' O w J Lu U w w = O Q Ce h OC a) o •U N 0 .� 92 N 2 Q Op c� E co�d a�i a>� �D n m`o"� �� o O_ - o O � Z w w00 W d d C A Q. 0O W dC 0 ,n N Q J - o p 2 N E a> 0 a> ca a in 13 c S < ~ O 0 < a Q N ~ C -O O C N U E O C O U O = Lu Q '` a> cci �> mco �� � c° eo > vta> ~ ~ S = w U w = cn O I, N NO N c E Q ,,0 c v> cam° o o.cm_>.m n r ��aC7 cLn a>To o 'N Z w N h J f- U <0 Z N C 0 O N O = C .- 2 • Z Z o a3i a) c° awi m = •Y m ac> E o-a i° oo m o Q' -1 0 w 0 O 0 > O u-' 0 U J c N j Q O N C Q E w = co" cLi € m E L i° o f m 1° H I I w > 0 1- w O < Q c d c d) �[ p d) N d w E a> o m'o rn E a? C Q= U.� m cn a`, m m, aci Cl) 0 0 > a. w d U F- 0 Z i N 'j Q) d 0 U c ] 3 O IY , 3 ca> a>� wa> n.ac-o = a•v12c Z w w Q = 0 w w w 0wO W OZ O 06 E 0 dt � Q 3 W Nc �i>iyuo > 06 Eo ca >o. v> om 0 O S N Z Z c 0 >. Q . , -o U ) c D E co a> a> Wwcn v> w �cn0 Val o ,« .SQ U E V i- (� a 0 U w W 3 N c Q N C - O O U 'c O p O MHO aaa a as m@ @ l4 0 O � Q d � � d QS U .S '> ci> U Z