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HomeMy WebLinkAbout2023 Sign off Transmittal - 01:.Yn , TOWN OF YARMOUTH *.1,i.--,i c HEALTH DEPARTMENT { `'F,, »t``. PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET To be completed by Applicant: Building Site Location: /fi hic.,, 674✓4... Proposed Improvement: 3- /> siriZ1- .#4a0 ,y in.._ L dear,(. . 7oc.t. "L./Ai i s a.> .off, -15....Ta4'r..1,- /olv a c. 1..0.�..1i 0^t4 ',r! ivr _ ,�► 1 'l.'ic1.-. t74.F Aida %, 's ue i;/VI..wi.. 6%."7 li-C10.P1) AS Applicant: ,e1,-E,.. fie,A.•.hL Tel. No.:Stir-T.i -.$? Address: Vs'iii.4 ....,.5r 5c, iic:.L 1 n14 02cg s Date Filed: VAA 5 **If you would like e-mail notification of sign off please provide e-mail address: ..S/ .L� ,..A... t i loip Q &avuu(. c. :r. Owner Name: / ai..., / 4 t-."tduJ( Owner Address: /e— Pig t;:ta v� 4 )444Y%mod. Owner Tel. No.: f -So7 -3Y9S RESIDENTIAL AND/OR COMMERCIAL BUILDING HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements For Septage Disposal and other Public Health Activities. C=__= FUND Please submit three (3) copies of plans, to include: APR U g 2023 (1.) Site Plan showing existing buildings, water line location, and septic system location; HEALTH DEPT. (2.) Floor plan labeling ALL rooms within building (all existing and proposed) — Note: Floor plans not required for decks, sheds, windows, roofing; (3.) If necessary, Title 5 application signed by licensed installer with fee. REVIEWED BY: c DATE: 5-- / J v2 3 PLEASE NOTE COMMENTS/CONDITIONS: zz z 1 0 .. Q N w `- O ▪ II W 1- O) Cl) - 0 n .iihnaills Q 2 I— D A -.. P. Y.D'. .O 2I I AZ I .0-S 5 f I..L• X LL �. 1 .. Cl) low — i 0 0 0 p a - 0 0 Z w Q N o g m 00 gi 1--) ug ow —IZ Q WI- 0 a 1 0O 11L0 1 _ 3 0 L w ill LL `Vn 13 gi e oin d (Y2 El W Z > fl , 0 ' ¢ �o �� cc w> > a. 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LIJ wQ Z Z aC I C.)w Vt. > Q� i � z� , �z ; po W QNO = A Qwo.V ® � ` W ® ILL fJ : ! 11d z ce m I n _ ylkgoDLUCLO I� 1.—Ce_e COCO o y o ± 1 "oo H bw02' 1 x Z �yq< !g 2 I ° o CIom ppOO� J:; ! Ji n; FPAI ~ IijiII i EX/S TING CESSPOOL- 7 BE PEM. 0 VED CBDH 7 03--- •.� �. fx 4. 736 °5 C � f � f � i SHED 4 S 1 6 u 4�i x a x / /x 4.66 EXISTING SHED TO REA1 D VED EX15 TANG HOUSE TO BJE RA l SED A P O IAE BASE 4 7$. x ? `� TP -1 - --" � 'TIP -- 2 � �` 6 , 3 EXISTING ----- v -�- 4 HOUSE(# 175) `- x _ T.0.F. =6.2± "CRAWL FL = 3 . 4 �t ` 4 4 5.61 � LOT AREA 5, 827± S. r . 43.33' VANED C B13H N 89'27' 25" W DRIVEWAY t 31 491 5.69 .�0 x 5,4 6 Ld 48- 6 , 00 N77•, IIIIIIIIIIIIIIIIIIIIIiiiiiiiijllllliiI 5.76 4 EXISTING DRI VE WA Y 99 pO Serra en ta --._ T 9 REM A!N IN SAME 5237 5 16 OCA TI ON WITH GRADE CHANGESVINEYARD 1111" 1� 111, BENCHMARK IMAG. NA L SET S T ?EET EL.= 5.23 ZONING DESIGNATION R-25 FRONT YARD SETACK 30' SIDE YARD SETBACK = 1 �' REAR YARD ':`3FTBACK 20' FEMA, FLOOD DESIGNATION MAP NUMBER: 25��1CO�89J EFFECTIVE DA.TF .- � JL-Y 10 20 1 - AE (ELI 1) STING CONDITI, 5.38 WA K 1s`1 . C') � ry wsD 5.43 ,qj • ,z 5:56.i LEGEND ..-. -7 - EXISTING CONTOUR x 5.18 EXISTING SPOT GRADE -- . W OVERHEAD WIRES ---- - EXISTING 'WATER SERVICE EXISTING GAS SERVICE TEST PIT BENCHMARK EXISTING GAS & ELECTRIC CON TRA C TOR SHALL CONSUL F WITH UTILITY COMPANY FOR NEN CONNECTIONS TlONS 5 27 IN PETER T, McENTEE CIVIL No. 35109 Ilkk GINNER OF RECORD FARRELL, MICHAEL F GEBC.A.� 87 3ROWNS BEACH POAD BRISTOL, ',JH 3131222 GENERAL NOTES: of i F�y'di�y � .ter �r Li 4 P 175 Am Gola a PA :sue w.r+otO, VA - Aft Rd Z} Q } 4 I ALL CHANGES TO THIS PLAN DUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. 2- ALL. WORD AND MATERIALS SHALL CONFORM TO THE RE%UyREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPLICABLE LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW- --310 CMR 15.405(1 )(h). LOCAL UPGRADE APPROVAL 1) A 1' reduction to the 5' separat on between bo-to r of S.A.S. to estimated meximum secsoncl h'gh grounc.., for 4' of seParctian. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO NSP`CTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DES GN ENGINEER. 4. ANJY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HERFON SHALL ESE REPORTED TO THE DESIGN ENG N`ER BEFORE CONSTRUC'ION CONTINUES. 5. ALL ELEVATIONS BASED ON NAVC88. 6. THE DESIGN ENGINEER S. NO RESPONSIBLE FOR THE =AILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRJCT'ON. 7. WATER SUPPLY PROVIDED 3Y TOWN WA.TFR SFRVICF. 8. THERE ARE NO WELLS WITIHIN 10C' OF THE PROPOSED S.A.S. 9. ALL AREAS CLEARED FOR CONS-1-RUCTION SHALL BE RESTORED AS AGREED UPON BY OWNER. AND CONTRACTOR OR AS 07H4RWISE DIRECTED BY r-aF APPROVING AUTHORITIES. 0. IT SHALL BE THE RESPONSI RII_I-r( OF THE CONTRACTOR TO VERIFY THE LOCAT-ON OF AFL UNDI~RGROUND UTILITIES. PRIOR TO BEGINNING CONSTRUCTION. 11. WHERE RFOUIRED, CONTRACTOR SHALL RFMOVE ALL UNSUITABLF SOILS IN THE AREA BENrATI- THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPEC FLED N 310 CMR 255+ 3). 12. AREAS REOUIRING STP.iPOU T OF UNSUITABLE MATERIALS SHALL BE N SPEC T ED BY DESIGN EN&NE ER PRIOR TO BACKF LL. 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ON' Y AND NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. 14. THE CONTRACTOR SHALL OBTAIN AN ELECTRICAL PER. M!T PRI R FOR ALL ELECTRICAL 'RELATED WORK, L L=Ud MAY Q y 2023 MAP ID: 25-�167 �E.&171:4 pFpT PROPOSED SEPTIC SYSTEMZSITE PLAN 175 PINE GROVE ROAD, SOUTH YARMOUTH, MA Prepared for: Michael Farrell, 175 Pine Grove Rd, South Yarmouth, MA 02664 Engineering by: SCALE DRAWN JOB. N0. Engineering Works, Inc. 1 "=20' P.T.M. 253-22 12 West Crossfield Road, Forestdale, MA 02644 ;DATE CHECKED SHEET N0. '(508) 477-5313 1 /3/23 P.T.M. 1 Of 5 40 MIL POLY LINER TOP OF LINER EL. = 6►. BOTTOM OF LINER, EL. = 4.3 AIR RELEASE VALVES PROPOSED PUMP CHAMBER PROPOSED SEPTIC TANK -- 5 �5 HYDRAULIC UNIT CDDH _-.13- FEMA FLOOD DESIGNATION NAAP NUMBER. 25001 C0�89J EFFECTIVE DATE: JULY 16, 2:) i 4 AE (EL1 1 cL ry N b9-27 2 V`V DRIVEWAY 4 99 Povement PK SST 5.23 PROPOSED S. A.S. PERC--RITE DRIP DISPERSAL SYSTEM 7x 27' EFFECTIVE AREA LINES, 27' LONG PROPOSED RET. WALL TOP OF WALL, EL. = o 0 BOTT. OF WALL, EL =5.0f c) Cb 5.Sh- LEGEND ,_.._T _..._ 7 EXISTING CONTOUR x 5.12 EXISTING SPOT GRADE ---�6�- PROPOSED CONTOUR 6.7 PROPOSED SPOT GRADE 0-44, W _. OVERHEAD WIRES ----gip j- ------ EXISTING WATER SERVICE �--�. --_ EXISTING GAS SERVICE TEST PIT BENCHMARK PROPOSED ROOF DRAIN ONE HI CAP INFILTRATOR SURROUNDED W/2' STONE ON EACH SIDE OF HOUSE SET BOTTOM EL.=3.5 i Gsy 'rt ' a U a 175 w (kom cat, South ywrMudh Air Rd 9 h t- LOCUS MAP ..PETER T. 1 0' 1�3)z� ZONING DESIGNATION R-25 F RON' WARD SETBACK — 30, SIDE '!SRC, F7FACK -- 15, REAR WARD SETBACK 20" NOTE: A SPECIAL PERMIT HAS BEEN OBTAINED F�C�M TIE ZONING BOARD OF APPEALS TO RAISE THE EXISTING BUILDING ABOVE THE BASE FLOOD ELEVATION TO COMPLY WITH BUILDING CODE. z MAP ID: 25-200 WORK � � PROPOSED SEPTIC SYSTEY_SITE PLAN OWNER OF RECORD RRELL , MICHAEL F 87 BROWNS BEACH BRISTOL, NH 33222 175 PINE GROVE ROAD, SOUTH YARMOUTH, MA Prepared for: Michael Farrell, 175 Pine Grove Rd, South Yarmouth, MA 02664 Engineering by: DEBORAH R Engineering Works, Inc. ROAD 12 West Crossfield Road, Forestdale, MA 02644 (508) 477- 5313 SCALE 1 it = 2 0' o,arE 1j3/23 CHECKED P.T. M. JOB. NO. 253-22 SHEET NO. 2 0f 5 PROPQ-UD _UPTIC TANK PBQPQ5EELPUMP CHAMBER INLET MANHOLE RISER/COVER TO 6 OF GRA01- PROVIDE RISERS WITH FRAMES Sc COVERS OVER 4" LOAM PLACED OVER SAND OJTLET MANHOLE: ,RISER, FRAMFCOVER SET AT GRADE EACH ACCESS VANHOLE AND SET TO FINISH GRADE. 2" OF SAND PLACED OVER DRIPLINE OF FOUNDATION SECURE COVER TO DREVENT UNAUTHORIZED ACCESS MANHOLES BROUGHT TO GRADE SHALL HE SECURED =12.0 F. G. = 6.8 TO PREVENT UNAUTHORIZED ACCESS.AIR RELEASE F G EL.=7.2(MIN) F.G. EL.-7.0± F.G. EL. =7.0± F G. EL. = 7.1 VALVES ZIANRI 17ANW1.1 6 SLAB EL.=7.5 Top , EIL =565 H"'YDRAULIC UNIT RN (SEE SHEET 4) IF— --a-HU FLUSH RETI) DRIPLINES 12 IN. O.C.- 400 L.F.(MINIMUM) 16 1 3 (SEE DETAILS - SHEET 4) VIDE OUTLET L 13' 8 ALARM, EL.=2�86 16 LINES AT 27 0 s I (m 1 1\4, L 39 SUPRY & RETURN LiNES-BELOW FROST LINE J OR ABOVE 0 s- 1 (MIN.) A L INV.-6.70 INV.=6.70 4' MINIMUM M )4 1 INV.=5.50 4"SCH40 PVC 48" LIQUID 4"SCH40 PVC PEAK FNADLE, EL. = l.c. 28 DOSING SEPARATION TO LEVEL EFFL Nj DRIP ENABLE, EL.=1.1 I GROUNDWATER INV. INV.=3.901 PUMP OFF, EL.=03�. 18 INV. =3.8± SUGGESTED 11MED DOSING NTH THE FOLLOWING PARAMETERS: )!Fy INTERIOR-L-� 14's HIGH -HEAD PUMP INV.=4.00 ROTTOM EL. 39 F5t�L 24 CYCLES/DAY AT 2.75 GPM/CYCLE FOR 5 MIN/CYCLE BING IF RFQD TO BE- SUPPLIFID AND INSTALLED BY OTT. E L. 00 -N& 5 = 330 GPD f- A 24 x 2 75 x 0 2 �'j N, INC 6 SARGENT 'T, GLOUCESTER, M TRACTOR SHALL VERIFY 2m B 4 jl& OAKSOi I EST. HIGH G.W., EL.=2.7 1500 GALLON SEPTIC MONOLITHIC TANK EXISTING PIPE INVERTS 1000 GALLON MONOLITHIC PUMP CHAMBER - 978 282-1322 )R TO CONSTRUCI-10�- WIGGIN PRECAST CORD V00EL#TM`-`J00H WIGGIN PRE'CAS I' CIOPP MODE-I­#PClC00M0N0I­I so ABSORPTION SYSTEM, (PROR IL 4 r NOTES. 1 ) AIJ­ TANKS, COOVERS AND PIPING SHALL BE WATIFIR'll"12hT 5jBlP0QT 2) DRIPLINES SHALL- BE INSTALLED OVER PRFPARrc-_D SAND BASE. REMOVE "A" HORIZON TO SUITABLE F. G. EL. 6.8 F.G. EL.=6.5± NI OVER AND NO HEAVY F ENT SHALL FOOTPRINT. F.G. EL.=7.2(MIN.) 6 EXISTING 3) SAS MUST NOT 9F DR VE QU�PM�- SOILS WITHIN THE S.A.S. F.G. EL.=7.0 BE USED OVER THE SAS DJRING INSTALLATION FILL WITH TITLE 5 SAND TO DRIPLINE \J/w SLOP, SFEM OR ITS COMPON'ENTS EL,=6.7 (SEE ALSO, NOTE 11), 0 0 0 0 0 0-r4D 0 0 0 \ '? 0 0 0 0 4) THE FUN!�.'OJIION NJ` AND OPERATION OF THIS SEPTIC SY P ilk Pik ll\ it 1j ffi /I\ 1I\111\ ll\ 11\ /11 TOP EL.w6.8(min.) IS NOT GUARANTEED DURING. OR FOLLOWING, EXTR-\AE WEATHER CONDJIONS co (BREAKOUT EL..=6.7) %--'TION - -- INCLUDINe-I BUT NOT LIMITED TO, FLOODING OR WAVE AC REPAIR OR "J COMPONENTS MAY BE REQUIRED 12 of 16 LINES AT 12"" O.C. 12 REPLACEMENT OF THE SEPTIC SYSTEM OR ITS AFTER SUCH CONDITIONS. or --- Lu FIELD WIDTH = 17' TOP LINER 5) HOME j WNER SHALL 3E RESPONSIBLE FOR `LEA\lING THE Er -FLUENT FI-TER ANNUALLY. OR AS NEFDFD, TO PREVENT SEWAGE BACK UP, 0 ) PUMP AND AL,- DRIP DISPERSAL SYSTEM COMPONENTS SHALL RE NSTALLED SOIL ABSORPTION SYSTEM .1SECTION) - AND T11E START JP OPERATION CERTIFIED BY OAKON INC SEPTIC SYSTEM PROFILE N.T.S. DESIGN CRITERIA IUMBEIR OF BFDR00MS-. 3 BEDROOM EXISTING HOME j ­ ' AS I 'S ;OIL TYPE-. C �'­ )ESIGN PERCOLATION RATE: <2 MININ. )AILY ­ -OW: 330 G.P.D. )ESIGNI FLOW-. 330 G.P.D. ;'PARBACIF CYRINDFIR: NO SYSTEM UNDERR DROPOSFD S.A­11� PER'; RITE DRIP DISPERSAL SYS�:) MASSACHUSETTS (CEP GENERAL JSE APPROVAL .1EACHING AREA REQUIRED- (330 G?D) = 445.9 SF 74 GPD/SF .EACHING AREA PROVIDED, 17" x 27' 459 SF )RIP LINE LENGTH REQU!lRED=(330 GPD)/(0.74 GPD/SF)/(2 S-'-/LF) 222.4 'GENERAL APPROVAL) 400 LF (MIN, REO D). *.32 LF PROVIDED DROPOSED SEPTI,C TANK. 1.5.00 GALLON H-20 VO`EOLITH IC TANK PROPOSED PIMP C"HIAM&ER 1300 GALLON H-20 MONOLITHIC TANK PUMP CHAMBER STORAGE CAPACITY 330 GA-LON MINIMUM REQUIREMENT STORAGE VOLUME (P(,-,, INVERVIN' PEAK EN,4.3,-'-) x 250 GA,./FTN ) STORAGE VOLUME (400 - 2,04) x 250 GAL/FT = 490,0 GALLONS SOIL LOG, DATE: MAR\'--.'.H 30. 2022 SOIL DARREi"-J MEYER CSF ELEV. 4.5 m 2.7 1.5 0.3 P -- I DEPTH 0" A MED. SAND 1 OYR 4/ 1 10 MED, SAND 10YR 5/8 26 MED. SAND 1 OYR 6/6 STG, GW :;A 36 'o C2 MED. SAND 2-5Y 5/4 1 M4 DATE. 0%70BER 20, 2022 SOIL E-VALUATOR. PETER MC.ENTEE SE-- 1542 ELEV. TP 2 DEPTH 0' 4.9 4.1 2.7 1.9 0,9 A MFD. SAND I OYR 4/2 E3 MED. SAND 1 OYR 5/8 RFDOX cl MED SAND 7.5YR 5/8 STG. GW VED, SAND 2, 5Y 5/3 10 to 26 it -2.5 1 1 84 of -0.1 60" STANDING G.W. @36" (EL.=1.5) "C" HOR ZON P RC RATE 2 MI'N/1N. ( STANDING 11VI, @36" (EL.=1.5) 0 F571MATFI) HIGH GROI-JNDWATFR, EL.-2.7 (REDOX) NOTE. FSJIMATED HGH GROUNDWATER WAS OBSERVED AT 173 PINE GROVE ROAD TO BE ESTIMATED AT EL. =2.5 (REDOX) BY JC ENGINEERING, PLAN DATE 1 1 / 1 1 / 1 4 PROPOSED SEPTIC SYSTEM rSITE PLAN__ 175 PINE GROVE ROAD, SOUTH YARMOUTH, MA_ Prepared for: Michael Farrell, 175 Pine Grove Rd, South Yarmouth, MA 02664 SCALE DRAWN JOB. NO. Engineering by* N.T.S. P.T.M. 2- 5322 Engineering Works, Inc. I - i 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. 1 3/23 P.T.M. 3 of 5 (508) 477-5313 - - I 3-- 24"-VOVERS INLET 5,-3- 112' 54-1 /2 „ Nw. �Y �.� i .i i�O+.� 7.u.Y i .� Yli Y..� � �1 i i ! w.� r.►. ..� i � 1 i r i KNOCKOUTS 1 0"L:"" t1w I PLAN VIEW 1 2-1 2— 3 x 12 %If'.IT d. • ^ � �_ i� ' � � '� � . � • �� � ' * •—ter= r OFf JNG ' 3~ CC APARTWNT WALL AVA L-ABLE „ (1 /3 CAPACR) 48 REINFORCIh1I; RIB UQIJID 3" 2 ` i' i 9--5-1 /2" - I .....�_..� .�.�-.,�.. 9F-11--1 2w.._. -- -- 4 CROSS SECTION A -A SPECIFICATIONS I ; CONCRETE 5,000 PSI AFTER 28 DAYS. 2.) CONSTRUCTION COONFORMS TO DEP TITLE V REGS. 310 CMR SECTION 15.226. 3_) REINFORCEMENT PER ASTM +C1227--93. 4 ) WEIGHT 13,966 LBS 5) PROVIDE POLYMER COATING WIGGIN PRECAST CORP MODEL TM1500H a 0 , • 1500 GALLON MONOLITHIC SEPTIC TA BOTTOM OF UNIT EL D.29 HIGH GROUNDWATER E". = 2. 7 BUOYANC;'( FORCF DFR FOOT OF DEPTH: 10. 2' x 6.1 ' x 1' x 62.4 Ibs. /cj. ft. = 3882,5 Ibs. MAX DISPLACEMENT = 2.70 - (-0,29) = 2.99' MAX. UPLIFT PRESSURE -- 2.99' x 3882.5 Ih,;;lft WEIGHT OF UNIT EMPTY = 13,g96 Ibs. 13,996 > 11.609 Ihs ")K. 2e DIA.. COVERS (TYP.) A 10C GALLO NOLITHIC PUMP CHAMBER BOTTOM OF UNIT EL.- --0.64 HIGH GROUNDWATER EL.=2. i 8' _, 3--1 /2» 24" DIA, COVERS t i t A ! i i i A 65 1/2- -- I 4" KNOCKOUTS ---� (��►') PLAN VIEW .� INLET 1 72„ 54--1 /2" CROSS SECTION A -A SPECIFICATION' 1.) CONCRETE 5,000 PSI AFTER 28 DAYS. 2.) CONSTRUCTIM CONFORMS TO DEP TITLE V REGS. 310 CMR SECTION 15.2:26. REII'I`OREMEIT PLRrSTM G 1227-93. 4,,) Weight 10,554 5.) PROVIDE POLYMER COATING BUOYANCY FORCE PER FOOT OF DEPTH: 8.3' x 5.5 x 1. x 552 4 Ibs./cu.ft. = 2848.6 Ibs. MAX. D SPLACEMENT - 2.70 - (-0,64) = 3.34' 11 60R 7 -hq MAX. UPLIFT PRESSUPE - 3.340 X 2848.6 Ibs/ft = 9514.3 Ibs WEIGHT OF UNIT EMPTY 10,554 Ibs, 10,554 Ibs > 9.514 Ibs 0. K OU TLE 1 51--1 /2 WIC rIN PRECAST CORP M0DEL#PC1000M0N0-i SYSTEM/SITE PLAN------ ':ZnHTW YARMOUTH, MA Prepared' for: Michael Ferrell, 175 Pine Grove Rd, South Yarmouth, MA 02664 Engineering by: SCALE � DRAWN JOB. NO. Engineering Works, Inc. N.T.S. P.T.M. 253-22 12 West Crossfield Rood, Forestdale, MA 02644 DATE CHECKED SHEET N0. (508) 477-5313 1/3/23 P.T.M. 4 Of 5 PROPOSED SEPTIC__ oMr !ND/1\/C D(1Af1 l.L LLJ z 4fy R <� . o w p � w UJ W (A < Z W -A W Q W Z N t L.J T V z X L:_1 Cr'_ 0 U) WCw�w im 2 wT� LLI J<> CN R1' UCz < ^ C >�U >W t i w o W<� in z -, uj LL) Q H D cr_jZ C) Cr w _ ..WJV)>— w � < C. cr o +�? o �cr'T(n[A ki > LLJ ch W 0� LO ems`''' J ts.. N � N / V r In > :AJ cn < LJ C)L x U I'Lz t-- a W it N N F� t..- J z 0 L J 0 J C) ©� U', CL 0� Q W F— J LLj UJ <> CL Q 0. 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