Loading...
HomeMy WebLinkAbout2023 Sign off Tansmittal - Addition at ' TOWN OF YARMOUTH r - HEALTH DEPARTMENT Ct.° PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET To be completed by Applicant: Building Site Location: 143 PAWKANNAWKUT DR Proposed Improvement: 171 sf addition to the rear of the property, interior and exterior renovations: siding, trim, floor, tile, kitchens, bathrooms, insulation. Applicant:Trevor Meyer, Meyer and Sons Builders Tel.No.:5087766027 Address:852 Main St West Dennis , MA 02670 Date Filed: 3/21/23 **If you would like e-mail notification of sign off,please provide e-mail address:tmeyer©meyerandsons.com Owner Name: Cape Cod Oz Property II LLC Owner Address: 169 Metoxit Rd Falmouth , MA 02536 Owner Tel.No.: 508-737-2083 RESIDENTIAL AND/OR COMMERCIAL BUILDING HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e.,Requirements n EJ For Septage Disposal and other Public Health Activities. MAR 2 2 2023 Please submit three (3) copies of plans,to include: HEALTH DEPT. (1.) Site Plan showing existing buildings, water line location, 1 and septic system location; (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: (,cew-%\--) C-- ------ DATE: .3 — 75- ,,3 PLEASE NOTE COMMENTS/CO ITIONS: WO0'-11VWJ@63S02J3a :-11VVg3 008V9t,9'LL9 :3NOHd U LV£ -l3 `S3nddN `AVM SN33f1O Z9ZZ GSO� UIJ�UeJjiP!Ae(] omimi zibf11o311HO2J`d DSOb £ZOZ Vzo 0NIllIWN3d 803 31VG A8 I NOI1dl2JOS30 'ON sNoisin�� w X U- t- Q m C7 Z U) w X 0 w x O > C14U N (7 2 � Z w n 3 0 0 z Z 6 w 0 2 Li �jomi isa j li i ne-se dW HinoW iv k s �ja inNM`dNN` NM`dd CVO :NOIIVOO-I 90P +fit z II�'1 � J J J W Q O O p J p W W p O zmm p Q� U) C (n m W Lj < O zO�� coO 0 W D O U- W Q p Y �2 W W(1) p W z p OL'-OQ X z S W=O LLLL JJ J Q Q Q J Z Z W Z O W ZZ � �i.pLiU W (D • • • • M W o O W N CV o� U) U) r CV 2 Z i Q J � _ i- c) Q U W W Of p Z 0 Irf Q U) Q m LI w < �2 O F- J W W 2 Wp W LU Z W U U)m a 00 o LL w w w U QH U O CO_ w U Q U Q Z 'J U) 0 j > z J Q Q U W_ 2 �: uw o z0 o w cf) J LJ U) O W Q Q a F.F. EL. = 7.6'± FINISH GRADE @ FND. EL.= 7.2'+ L TEES TO BE JED UP DIRECTLY IDER CENTER OF 3ER OPENINGS PROVIDE EXTENSION RISER WITH PROVIDE EXTENSION RISER COVER OVER INLET TO WITHIN 6" OVER OUTLET COVER TO OF F.G. (TYP. FOR S.T. AND P.C.) F.G. (TYP. FOR S.T. AND P.C.) F.G. OVER TANK EL.= 7.2'± F.G. OVER P.C. EL.= 6.9' - 7.0' rN EL.=6.08' 9" MIN. 36" MAX. 21" MIN. (TYP) PROP. 2" DROP MIN. 31 3 40 PVC L C° 3" DROP MAX. 9" TEE SLOPE @ 1% min. I 7 `o 1411 L=13'± b I - 40U" ALARM ON I LIQUID 5.00' EL=2.75' LEVEL;'--OUF PUMP ON TEE 1 _ TEE--/ '- GW @ EL.=z.7'± EL=2.20, 1 UMP _F EL=1.75' UNCTION BOX iISCONNECT 2" SCH. 40 TO D-BOX �12" 22" ZABEL FILTER EL.=0.75' 6" CRUSHED STONE MODEL # A1801-4x22 EL.=0.42':A� 4.75' OVER MECHANICALLY (GAS BAFFLE ON BOTTOM) PROVIDE WATER -TIGHT SEAL AT COMPACTED BASE ALL PIPE PENETRATIONS (TYP) (FOR PUMP CHAMBER) LENGTH 8'-6" WIDTH 4'-10" DEPTH 5'-8" 1,000 GALLON SEPTIC TANK 1,000 GALLON H-10 PUMP CHAMBER TANK SHALL BE INSTALLED ON A LEVEL STABLE BASE *CONTRACTOR TO EXISTING 11000 GAL. SEPTIC TANK & EXISTING ELEVATION PRIOR TO ANY WORK &NOTIFY PROP. 1,000 GAL. H-10 PUMP CHAMBER ENGINEER IF DIFFERENT. NOT TO SCALE (DIMENSIONS PER ACME-SHOREY) MAP 25 LOT 25 IZEgO 15 SO DEWATERING SEDIMENT TRAP FOR PUMP CHAMBER & SAS EXCAVATIONS (see detail). CONTRACTOR TO ENLARGE - SIZE, SHOULD IT BE NECESSARY DURING CONSTRUCTION (DO NOT ENCROACH WITHIN 50-FT WETLAND BUFFER ZONE) -fit / /LP11 Lf/'1L !'1VV1 I IVI• N 1 IVLL 1 ! •• S N !! MAP 25 001 !! LOT 23 \ 6 \ ' ! 13,500± S.F. N � i WORK LIMIT LINE iu - 45, 4o"E , X� X y` XJ w tco N78 -X �' � z X-XxX " FENCE t�YPl 01 MAP 25 z Q 2 LOT 23 mQ 4 m Q 1 �Q Q �z co O I MAP 25 LOT 24 FINISH GRADE OVER D-BOX = 9.91± REMOVABLE WATERTIGHT RISER TO WITHIN 6" OF FINISHED GRADE 5" DIA. OUTLET(S) 9" MIN. 36"MAX. 2" PVC TEE ---,I_ 4" PVC OUT / TO SAS 8.57' - 4" SCHEDULE 40 PVC MIN. SLOPE 1% PROP. VENT WITH CHARCOAL FILTER TO ABOVE GRADE INSPECTION PORT WITH ACCESS BOX TO WITHIN 3" OF F.G. (SEE PLAN FOR LOCATION)--___ t 36" MAX. rTOP OF SAS / B.O. _ $.7$' FINISHED GRADE OVER CHAMBERS = 9.9' - 9.6' SLOPE @ 2% MIN. 40 MIL GEOMEMBRANE LINER, TOP ELEV. = 8.78' (MIN.) PROVIDE FILTER FABRIC OVER ENTIRE LEACHING FACILITY (SEE FABRIC NOTE #1 BELOW) 1.08 T' `[ �\� 13f T.. F*:.-i =t-1 i a " I / 0.59' (TYP4ffl�<41hl.) 7.13" (TYP) i u THIMUEEHM 4:1 Lill, 611 8.29, � 7.70' 2.875' (34.5")� (STONELESS SYSTEM) I 12" MIN. $ 40, 5.0' (TYP.) 4 CHAMBERS WIDE (TYP.) 5' MIN. 11.5' 6' CRUSHED STONE (REQ'D) (min.) OVER MECHANICALLY " 25.0' COMPACTED BASE 40 MIL GEOMEMBRANE LINER, 5 OUTLET DISTRIBUTION BOX BOTTOM ELEV. = 3.78' (MAX.) TO BE INSTALLED ON A LEVEL STABLE GROUNDWATER ELEV= 2.7' (mottling) BASE. FIRST TWO FEET OF OUTLET CHAMBER PROFILE WRACK EL.=2.0'± CHAMBER END VIEW PIPES TO BE LAID LEVEL. M.H.W. EL.-1.4'± FILTER FABRIC NOTE #1: DRAPE THE FABRIC TO COMPLETELY LINER TO BE INSTALLED AROUND SAS PERIMETER CROSS SECTION VIEW COVER THE LOUVERED SIDEWALLS OF THE CHAMBERS TO OF ARC 36 CHAMBERS (Model #361 3) RET. WALL TO BE CONSTRUCTED DISTRIBUTION BOX DETAIL PREVENT SOIL INTRUSION. FABRIC: SPUN BONDED, MADE UP AROUND SAS PERIMETER NOT TO SCALE NYLON FIBERS, HYDROPHILIC IN NATURE - WEIGHT: 0.35 - 1 OZ/YD2 NOT TO SCALE - - TEST PIT DATA SITE PLAN SCALE: 1" = 10' PROPOSED 4" SCH. 40 PVC VENT PIPE / :,. • '�' {-- l 1 PERC NO. N/A I .� INSPECTOR: Jay Gardiner (BOH) EVALUATOR: Michael Pimentel, EIT, C o G,, • +� i C.S.E. APPROVAL DATE: Oct. 27, 1999 rl; DATE: April 28, 2022 U ` r (n -' TEST PIT #: 1 ELEV TOP = 6.20' '-r^ plrive-In rh ELEV WATER = 2.70' � 5x2' ` Theater ter < 2 min./inch �\ f i PERC RATE _ U.P.#388/ \ t \` �� ----J_ ,` �� 2� DEPTH OF PERC = 30' - 48" �, -- EXISTING ELECTRIC LINE TO BE ROUTED AROUND SAS : - ,, Q TEXTURAL CLASS: I PROPOSED TOTAL 20 ARC 36 - D IL-�- (Model #3613) PLASTIC CHAMBERS _. 4- -�- j 5x2' IN A FIELD CONFIGURATION ,. _A* m � B 7, \� ,,.---EXISTING SAS (APPROXIMATI=,, _ LOCATION ONLY) TO BE REMOVED & Pr ne ;jt^rr� ..r �* crtn_ rrnrt.FacP SAND y ` WORK LIMIT LINE 5 / -� `� id � Thachers h...... - P PROP. S HIGH (MAX.) _. �,... S. - Beach— _ __--PROP. WALL 5x2' LOCUS 1 Tidal Flat \ ,\--- - .-- ea Gull 0 7 S Beach Av, o_ 2 �-o 7, LOCUS PLAN do Ln�: V. � / SCALE: 1" = 1000' O i1 G O DESIGN DATA \5x3' i PREP - NUMBER OF BEDROOMS (EXISTING) 2 Pp -k_ NUMBER OF BEDROOMS (DESIGN) 3 DESIGN FLOW 110 GAL/DAY/BEDROOM \ TOTAL DESIGN FLOW 330 GAL/DAY NEB 0 DESIGN FLOW x 200 % = 660 GAL/DAY O Og6A-� USE EXISTING 1,000 GALLON SEPTIC TANK G \, "SUBJECT PROPERTY IS NOT LOCATED WITHIN A ZONE II. s � \ \ 20 - ARC 36 #3613BD CHAMBERS INSTALL ( ) vJ, SYSTEM CAPACITY (TOTAL L.F. OF CHAMBERS) (4.8 SF/LF) (0.74 GPD/SQ.FT.) = GPD (100') (4.8 SF/LF) (0.74 GAL/SQ.FT.) = 355.2 GAL. LEACHING / DAY t TOTALS: TOTAL NUMBER OF CHAMBERS: 20 TOTAL LEACHING AREA: 480.0 TOTAL LEACHING CAPACITY: 355.2 c; 1 NOTE: EFFECTIVE LEACHING AREA OF 4.80 SF/LF OBTAINED FROM THE DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER CERTIFICATION FOR GENERAL USE ISSUED TO INFILTRATOR WATER TECHNOLOGIES, LLC., MODIFIED JUNE 12, 2015. TRANSMITTAL # X264258. CONTRACTOR TO CONTACT YARMOUTH HEALTH DEPARTMENT TO PERFORM OPEN HOLE INSPECTION OF SAS PRIOR TO PLACING CLEAN COARSE SAND PER 310 CMR 15.255(3). RESERVED FOR BOARD OF HEALTH USE 0" 30" Perc 42" 48" 54" L 92" 6.20' Fill 3.70' Mottliq - 42" LStai2di.qq­@ 54' p Med. to Coarse Sand 2.5Y 6/4 (5-10% gravel) 2.70' 2.20' 1.70' -1.47' GENERAL NOTES 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL SYSTEM UNLESS OTHERWISE NOTED. 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN ELEVATION = 8.78' FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE SAS. UNLESS A 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH AND DESIGN ENGINEER. 8. ELEVATIONS BASED ON NAVD 88 DATUM. SEE BENCHMARK LOCATION AND ELEVATION AS SHOWN ON PLAN. 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER. 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. 16. PROPOSED PROJECT IS LOCATED WITHIN: ASSESSOR'S MAP 25 LOT 23 OWNER OF RECORD: CAPE COD OZ PROPERTY II, LLC ADDRESS: 169 METOXIT ROAD EAST FALMOUTH, MA 02536 FEMA FLOOD ZONE AE (ELA 1) COMMUNITY PANEL # 25001CO588J 17. DEED REFERENCE: BOOK 31058, PAGE 119 18. PLAN REFERENCE: PLAN BOOK 181, PAGE 125 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. 20. THIS PLAN IS TO BE USED ONLY FOR SEPTIC SYSTEM INSTALLATION AND ADDITION CONSTRUCTION. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. 21. A 4 PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3" OF FINISH GRADE. A REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. 22. OWNER / APPLICANT / CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT. EGENP 50xO' EXISTING SPOT GRADE - - - 50 - EXISTING CONTOUR �- PROPOSED CONTOUR 5-0-1 PROPOSED SPOT GRADE GAS - - - EXISTING GAS LINE - E - EXISTING UNDERGROUND ELECTRIC W ..__ _. ,, ._ EXISTING WATER LINE TEST PIT LOCATION EXISTING 1,000 GALLON SEPTIC TANK PROPOSED 1,000 GALLON H-10 PUMP CHAMBER PROPOSED 2" SOLID SCHEDULE 40 PVC FORCEMAIN PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE 13 PROPOSED DISTRIBUTION BOX Q PROPOSED ARC 36 (#3613BD) CHAMBER 2 11-16-22 MCP JLC Ownership; Add house addition, fireplace, balcony, etc. 1 10-8-22 MCP JLC Remove 1-ft g.w. variance request & add reserve REV. DATE BY APP'D. DESCRIPTION PROPOSED ADDITION & SEPTIC PLAN PREPARED FOR: CAPE COD OZ PROPERTY II, LLC LOCATED AT 143 PAWKANNAWKUT DRIVE SOUTH YARMOUTH, MA 02664 SHEET 1 OF 2 SCALE: 1 INCH = 10 FT. DATE: JUNE 18, 2022 0 5 10 20 40 FEET PREPARED BY: JC ENGINEERING, INC. 2854 CRANBERRY HIGHWAY EAST WAREHAM, MA 02538 508.273.0377 Drawn By: MCP Designed By: MCP I Checked By: JLC JOB No. 6237 U WOO--lIdW9@@�3S0ada :-IIdW3 00W5t,919 :3NONd Z L 6V£ -I3 `S3-ld`dN `A`dM SN33no Z9ZZ GSOUUjjjqUBJj oil 3mnJL0311H3MV 3SOIJ r w z 2 TZ (D Z H X w O w 0 w W Q O H £ZOZ OVzo ONI H IM13d 2103 31VG A8 NOI1dlHOS30 'ON SNOISIA JJM V 21001J aN003`.� l-iln8-s`d dW Hinom:jw�. s �ja 1nNM`dNN` NM`dd E-b � I mil X N U) w W F— LL. Q NOUV00180f w P- OzF- Jz0zJ w 0w0W z O z Y0zE-mW ~(n0QF-0 W O if D-- w m O J W W Q OQOQ< ? IY = �— F J Q >- ty- 0 p m Q WOLL 0 0 F— U L D zz Q W OU C) F— � w ry X W z Q LL _J z I.L. = z — • LL. • M d' CV Ao O O N N N � � �N� W F- 0 u ola h Im I�1 a z U WOO-IItfWJ@L3S02Jda 'Ilt/W3 0M'9V9'LL9 :3NOHd Z L LVE Id `S3lddN `A`dM SN33no Z9ZZ 8SON Ull)IUBJi Pi ■ 311 3mnI3311HOMV 3SON w J Y > Q �w U) 0 LU w z � w O CL 0 o U) C) 09 C) J T---z V LL — z z Z O_ w O cq 0 LL C) W W 0 H w LL: Z Z Ow 00 z < z U £ZOZ'OL'ZO 9NI11JWH3d UO3 31VG AS NOI1dl2JOS30 ON SNOISIA321 I'1SIX31 I'1SIX31 NV-ld �JOMJ 1S?JIJ ` N Hlnomm), s �ja inNM`dNNVNM'dd CVO :NOIIVOOI SOP w w w w J I— m Q 0 O J �p m m w o w 0 w H 0 Of LU z � 0 mwOa-U� Y uj wo< mLL �F-2� DY Z {— O Q Q Q W Z J w 0 2 -A0 w z w � w � Q Cw�i 0ww0 o Q o 0 z J LL] ZLLU�w J O z J = Q LL z Z � LL. LL • • U) w W J z W 0 � U U) w ca m H 0 O 0 QY W w Z C G Q o i+) X V (V w co v N H J_ m ww U U W U) W Of 0 Z z Q Q m W } 0 = U) O < U) H J W W 2 o W Z W L1 w U Qm O co d w Lr) ~ LL w O H U Q L O Z 0 (o w Q Q U U) J Z O -� j J U) � Z Q Q cn U)O > Lu 0 w 0 0 Z U) J I_ J U) O w Q 0 Q C U) w Y � cl� U) < z w of U Q 2 W J z w O o 0 C �_ " w o0 U W Zaf U U) o � 0 w w 0 IY J 0 0 0 N o 0 o (1) Q X F- 0 w Z U fn r) 00 OD op QO C1J CO t0 CO X X X X Q T T 0 0 CV CV CO CO co LO N C3 w 0o J c� U (D N co Y N O CO co WO3'llVVl9@@63S02HG :-11VN3 008L'St,919 :3NOHd U I.b£ I3 `S3lddN `,kVM SN33no Z9ZZ GSOJJ Ull)IUBJJ Pins oi"l 3un10311HONV 3SOU £ZOZ*oVZO JNLUIW283d WJ 31VG Ae NOI1dWOS30 'ON SNOISIA3?1 did iJM V 2JOMJ GNOODS dw Hlnomjw, s Ia 1nNM`dNN` NMVd Ct,� :NOIldOOI 8Of M Q w � O w N CAI _ CN O_ W Q N 2 Z W Q w m J (n O ~ Z 0 Q o 0 co —� F_ F- Z W w w ow III J ww m U Imo- Q w (n U 0 w p Z w Z Q m F- Q= O � W w D m 2 > U) - T =cn - ow Q w W w r� E �� OUzU) 1 =U)x 0 wLL UQO a: LL rn II 0-Q Lua� F-z0 �<Z J w 2>M Uwe Q s° IIIf-I IZ OU � �mW Q O w .. U) w a W 0- 0 J U) .. ., U-uj zzJ w LL ,� _moo a �r) Z mwLL �Zw W �00 p= iu=I- Q W = T ol� CD LU m 0 m N❑ W Lu W W J U U Q W � 00 LL O LU X Z)w z LL 00 00 a bo 2 F- o �-- O Z 0 uj Q> Z J co LL) J W Q = U) w Z U c� O W z 0 ? L)Z O f- Q O CL U) U ° >' W W J U W 0 z Q Q m F=- a o d Q p U) (D LLJ U)O d U U) JLuIZ JW d Oz a00 W >w >w= Zcr a = ON 00 1 W �(DJ LU 11 � T � a J -'a_w F-(n F- �❑ _ =Z �QZ) ��= U)m ❑ mO U UJ w a=C� ==O °�O z O� p 0 Lj0 =UW ¢vF- x� Q ZO m W O a �p =2F- r�T W Z) C) o Z J2LLJ U o- O U_ U) a ._❑ Cw� ma U LU O O Ye ❑ �zJ ILIL OU C) w Jcn � = w2 > a2Om �CL U)H Z� ~ >w U w UO p vLo W IZ� F-W It JZ JJ WN ' LL T LLI m�LL OF- co N m U �a0 LL W m F- = U) iv CD T N d m Z❑ U) Z)w< CV N x�U) W a a a m ~< m�a �?w cam awl T F- 000 � + ^ W L.i.. J 0 00"Z a Z cn g o O a a a ,00' b a. F- wx12�cn QJ>z �CL o O o z ua w 02 moo?= \ �.• cnFn== ZF- 000vF-i F-0Z� CoCn2Z U)a'0�-" Z ZQ7 �W>� cn o m 0-F- .LLw 00vm O 0 J w❑Z U5F— < -.1 a U)ZN LL OU�� f- J OdU Zmm �. � QZ V OD CL o 00fN �F- >' Z 00 O U W J 0 w to - OU �.LLQ O aC�W mmoz LLJoo o0� Q❑Z�g rr 0- F- F- a0 (j=„0�J�° ZQI .9 az2< Iwo moo° �QaQ z�0 �Oz 04 W z „L-,4r z o „£ � O�\�E PSI o��� z z ;per -1 Lo T X 3 - w p - U mo zUJ CO � a a °Z LLJ W (� LL QIWI 1w0 W X W F- 0 W C) ❑ LL W o -ja< I w W a w_m~ comW OFa- co � Q Z 0 0 � U w z () U) z J5O z�- z�w m F- oa> J w❑❑U) CO a=Q 0 UJ LL cr 0 U z of Z_U)WU) (Y 2z Ww U- F- oo Y U) J 000 m LLJ XZw >z > F- LL �LLL F- x m N Z O w Z z U- co a w a w (� o C7 vZ0z n � W X W 00 p N i Z 0 Z 2 0 od W Z U) U 0- LU U) 0 O 0 a; cn U L- a) cn s c O a) co c cn >' ca c U).� c L �U a0E�0 0 `L° m� c co �5-0 3 'L O E _ O cli O a) = tr3 Lo O M 0 U "O Y o co 0 cu E co E n +L. D o cDf U >' a) cn N-0 ,a? O O F- W-0 c c Ov U U a) a) > ca 's3 O a) ca O O J X c 3 to W w v- O O to O Q. cn -5 c -C a) - °) E co U N a) �, -O j 0 C-� w z cn c C -0 -C > a -0 U .- C p Q 0 w O cn c Q° "O o -O a) cn L +� f� r) O O O a C� W Z J Z J J cB O O O N c M c- = O 0 O O ❑ O z U W O a a) Q� L O a) () �-U°z `� a) -_- mY�U) I 0 z Z oU 0 J o Q F- v o >,m F� a)E 0 OU m o O o n o i a) LL -0 cn E Q. -0 tB >- o U) ❑ ❑ C7 ❑ 'S O Z O O c a) Q IL c - O -(n a) U) CL (n Z (� C� W U) W cop C� O () F_ Q 11 o° E 4- E ° O ° Im p �=, a) ca W z z z z z n z Lcn O r=+ U 4- O o 0 Q-a -0 a) c L - () L cn L cn L O cn Q cn E n F- cn F- CO d O aF- O cI) cn U) CO E a) E `n r w w U) w ° -0 o� b can cn a�i co 0 o W w w d w w Fw- 1� > -0 0 C.± >. -C w E L L ,U 0 �� Qom° �E �o u,� YaC° Z�a ° c� Q a�i ° c m o c V Co N - C cn C a) o O L- ° Lp a) .� 0° a)E MIL o° � �.0 cn c'cnLo c`! ca .L U L C cn O O a) O a) cn � N 00 U~ w can a �� Lam' ° c tea) (m4- �'��-a o I 1 5 -0 a) cn M a) � .� c m >, a) a) O O ca x CDE -0 o Q i U '� cn (n a) "� .� U can cn o E voi Z C:>,� =_v ��E tea) ,,a'c �O O c -a � 4- 0 .c E ( a) - ca c -a I I 4- cn a) c v E Q M 0 >. E +- O 0 0 Y� a) ° c F- O a) 0 c 0 c S� t0 cn +' Q- N 16- O a) L (� O 0 L to (� a) -0 I- U) c ca f6 ,� Z Z can Q > cn 'S 0 z Q c 9 I- . o o 0 �X o m �Q �.a) �.0 �� �1� ° Q -0 ai a) U ''� �t m Lri m co cn 0 r_ cn oo cn co = m �� pQQQQQ �� L cLL n E LU O �� 0 ti00Q0)Ln vi � ZZZZz N Z U LL Oo M�Z, v r_ 0" a) �o 0 W M O Cl- _ p U O Q W U U U ch Ln � m N= M pp C) CO w W F- U) bo a W O o W a H� » Qo in o U X N.-z��-0 cn � it a Lri O co LLJ T- cu �U JJ (� w M�z� V Nj Z W V V C I_ _ U N � : W C7 (7 Z U S m c O Z O c O T O❑ ZZ Q "_"! XX a) a).0 O W E.0 W M ❑ u > YY _I ❑ Z_Z_Z_XX cn D ❑ Z_ as U,2.J = 2 m m W a J a w J� ?'� m L � O�b�M c � N IL' zom0 � �� U_ ti O � > U C7 >- C7 w Q �O W W W J N Co N - W 0 ,_ Lrn Y "� O W Uj cn a A O M U oM O in O O -J n- w rn J U) coo 0Lo a c i- o N � M Q M Mco wa ov mm m DU) ° -M J II Q oy CO 0 N p a s I D Z F- Z w C) LLJ N m o � I Q �OZ F- a.5 Q o w I LL m ❑o i W QUO Q o W UCiO o .� I-�o0 Z LLJ �_ W ❑ �_ ❑_ j = a Q a• _ = Q Q = >, N � Z N oZS �_ ❑ O W ❑> i U J ~ J W U J J a �- N M- Q LL O U °� ❑ as U w0Q i U) QN❑❑ Ow QN�❑* w� a) c: = 0 u oW w iY Ur O 0 �� > �a I-DO� ❑U= ° F-�w� ❑2a os.x �o F- > 0 LL m wa U ww UzC�wa��c�c� v C�Z �a❑< c(1) W LLoZJ YY Z Z O U❑ J OO Z w Z O}a}Zz p Z w Z (D F- a> o� 3 LL W_j lY O _ F- Z W J U) o Z Qz a �w Z zZ��oo o Z Zz}�❑❑ = W=�Q a U U) O F-a C7 00 W Z ZOWQJJ L U) Z ZOWQJJ � m > F_F-F- F- Q a O cnz o Ow0o�ow» a Ow0OWow» * N•• WO O 0 ❑❑ p 0 0 U) N N N LL U) [if m m N� N N W U) � m CO Om F- F- cn 06 slop .000 '� � o Q U� m d w co doop ° :E � w < Q �=O 0m� z i o aU_a ao J _� /�. a OW (D F' F- W N 0- U O J❑ <JLL cnz . J z Uz oa-z aO Y a-Q ❑ F- -� O cn z C of O ►- pF P •�� % � ��� F- o p U ca 0 (, ° auj wQ mom° �F= W p O W {/) 0 CLz �� GP ��j� j�� ��� �jo"E l ` 0 66 wLIJ m \ Lni W 0 = M Z W U') (L N 0Lo 0� L U oC o W M CL Ouj F- p Z Z W Q ~ W Q cf) CL 00 Z V Qa W = V = Z_ V OQ n Qa �0 r Za 0U) U 0 cQ �LL OZ H QO F- W Z a. Cl)Oz W U n- U) d Z r w> 0> °WQ 0 t CL a Q C�7 zF=-O X oho m °° O rZ Q 06 V) = \ WOQin N \ \Ln F- C0 0 \ a U U zXLIJ O \ -.10 JU �zZ \ Qn Uo J �O�F=-M Xi \ Z r-� w W C) \ ❑ZWa \ J�:L) / uj CL U) > m O LLJ ,or p <n—w l` 0 0 r t s�. 0 Z co O w do wWW ox oZQ \ w a F- cn o LLJ I �mm QO 0Qa J� 0_ ao � W ti w p 0 Co°° am a I aWJ o(7w r a o IL 0 F- U) �co oWza O Q U) LLJ U)osaz LL --J Q O zwzmoW F- m C:) W � 2E L) d Q a ❑ � LL O Jci�o a0. ❑F-Lo z O LU zZz ~ ❑� �m0� 0 N U wr1 C w w ❑ (D a WLL 0 Z = O ❑ Z= F- - !- tY Z 2 Z F- 0 0 O (� W 0E-❑ W (� a U)0 ~JQ w F-U) F- U_) W F-�ZF- Z <zwW ap QUJ 2 ppZO UU<= O 0 m��4 �� W F-W �� aF- Q O uj = OZ LLJJww�2� IL �-}�U) QC0 ZWF-J as O> W U) U F- W U)-Z -J C z -wZ wZ a W2m d0 W Z Q w z Z T�z W<CL U °wF W u) 0 '_� U)F- �� U O F- W cn ❑ > ❑ ° cr Q cU Z F- OJ ZOWcn=OZ� a JZ W F-a w00m F-0 2X 0 U) > a zUOZ~~Ln Q >QJ❑ ZV ZZU) Z-1 O� ❑ W �U 0=JU) OD 00- ❑Q 0� o < W U �wwc)0a� Z olf F---W z= U�J� Z`L mF- z � z -j zZa-0MZv WwzLL 0U) �pOw pw o� F- O IL OW�Z�wo EJO �° LuUF-� _ �Z _ °J°z J0zat~i0� o Qc~n�w QQ 2=ww W� wD F- LL JZ O�Qma=w a JzOz ❑ 2~mw zo n'J a F- a0 �JdJZZa U a IY(D OZZ UmQ2 JF- az O 2m �-LL 0 w0 O U)WdZ a a 2~ C) C) cn- N z U w o � LL F- O U o a ~ ~ �-i} > z ui d O Q z J U UJ �'2�U) O ZQWLL wa WJ W UZ r) U) uj _-) F-2 JzO��Ofn U) °U)w0 wUa 2F-❑Z w0 JQ O �� Z~ aUZQ0�< } SZF=-J w�F �Zgm JU a� �d m 2 'SWVwa F- w J LL W � J} ❑ O Ocn XU) �W0m<CLv w zT-Za Qz� wmz❑ az Uw = Q U cn F- LL O z a � to = > o_ Z J LL U) W 0 W U UF- g- O❑ OZF-Q 0 cn�l-mF- =F-2 -�_j0 °w ~m H �z �W QcQ�uZJ d F-OW0w zwo �za -U)~U- Oa0 Uz O ° a w >- 2 F- _ ❑ O F- W z0 0Y z= w0Fina�� zWma0 Q0> (~)z�F- QXQ aU) UU Z�dJ~IXZ F= F-p�U W❑� W - Z UOJ W J O --O iW_ �w 0wc~i)vC) a. w C0 z 2im� w�m0 �w� mQ cv� z �O CvF-Fw--°Jd0a m rrOU2OUm L6Co com�Q r�QZ ao0 w W a U d O z 0 a 0 O C O W U) O CL O w WN �cx Ln - DS i 6 °' z N O W >; O i N Cis LL N m U 2 J w e W a _0Z co U J Z o > w a �co 0 �- W > 0 C° w F- >- < 00 M O 0 W _ O iO U> N LLJ = o + aa) F- C0 1- 0 ! Z M /r1 0 ° ' ❑ 0° °m m U cca 0I06 W 0 N' U= m o cCY Co ❑ Z ILL a 0 C, 0 p O w N N W / _ ❑ CO 0 � O � t3 a O (I— a a Z Z O F- I Q CL LL W .r W N� d F- `� U) U T i0 I L p U 0< W! wl W Z 00 o U i0 Y>Q = CL Q� m O ❑ W w ❑ W a� c 0 a) i Q O > Cn F- LL Za W e CL CL 0 U)O a CL O O W I M LoW 00 Ww o J J a( U) 0 Q oC) Z Lo� N C U T CL U CL U>-,� Q o m N TI>w 5Z6'Jd `686 '8'd 4,31no ,00z F- W W D LU 2 W Z r �r^ U) C� 'Z ; (o Zip v co io :;T to in Fo b) M U co r` co r` .- r- = N N m (M to Co z � w O w w w z m m 0 0 0 O 0 2 U U U U w w m Ow0 m 0 d d U U U U J m m Co JCD Q v J � IL L ZU') ti w II M c"3 U 0 LL m II Q W U c) U-LLJ U m N U O J O m 0 II N II u JO w J w � `0 LU LU X q;j- X LL 2 Cn U 2 co () N J U 5o0o0"tU0°d'm O W N Q"' � x M co Z)II W a 06 Z U in >- �N W mo�- ^F-tn =WLu< 0 -OO>m aLu II UaOOCocoo CIF-aw❑acD�,a�, J o�c=j�ULU �-C)CD — ❑a��non0u ®-0 ❑ m ❑w p=�� O O w 0 cn Xd ❑ > en coLL Of Cl- =°F-�C�C� JUC ir_ 0OaWW�WN CL = F- m �: 3: S U) 3. 00 IZ-- a 12 $--X`�-3=;did (\J3 xW C0 o W 1/ x, bjsvoo loot o.. 00 � 1 Lo 0i� 1 \ N N CL F- `s)• 1 11 Q ° c- o / 113Sj � LGON�( c 1 j do SINbe``.. ` .. M r- L� � 0 1 csboo o` . 47 0P CO ❑�0 1 1 zpwzc=� i� zo0 mNQ 1 0C)0 6� �Q d0a 1 m W m Z // d� a o W 1 OofpZ �2 d� NQXa ❑ ° IL N� DOZ� NO 1U -a 0 U) -Z N w W a W z mww ►11co X wZ N c� d +I F- � FN- o J a• �o, 0 0 Y O co W cz X 1 X co -- ttd coots / Nbe MNWoo -Jo �o w �0'Z; 7.3 3N/ S� M ti •WJ ���bd