The URL can be used to link to this page

Home My WebLink AboutTopoP TEST PIT RESULTS DEEP TEST PITS '7P-1 THRU TP -8 " "" ;17 AND DEEP TEST PITS "TP -8" THRU "TP -13" WERE WITNESSED ONWEREWITNESSEDON1112 12118/19 BY MICHAEL J. KIRBY, R.S. OF THE UNCAS HEALTH DISTRICT. d P7f 1 N/E 0 f i 119 0 - 5" TOPSOIL 0 - 10" TOPSOIL 5 - 14" LOAMY SUBSOIL 10 - 32 LOAMY SUBSOIL 14 - 85" TAN MEDIUMICOARSE SAND, FIRM, ROCKS 32 - 71 " GRAY FINE SAND, SOME FINES NO MOTTLING, NO GROUNDWATER, NO LEDGE, ROOTS TO 18" NO MOTTLING, GROUNDWATER 0 50", NO LEDGE, ROOTS TO 33" TP?f2 0 - 9" TOPSOIL TP,# 10 0 - 7" TOPSOIL 0 - " TOPSOIL 7 - 20" LOAMY SUBSOIL 9 -- 30" LOAMY SUBSOIL 20 - 90" TAN MEDIUMICOARSE SAND & ROCKS, FIRM 30 - 80" GRAY FINE SAND, SOME FINES NO MOTTLING, NO GROUNDWATER, NO LEDGE, ROOTS TO 42" MOTTLING 0 27". GROUNDWATER @ 62, NO LEDGE, ROOTS TO 33" TP3 6± MONTHS). TP 11 0 - 7" TOPSOIL 0 - 15" TOPSOIL 7 - 31" LOAMY SUBSOIL 15 - 42" LOAMY SUBSOIL 31 - 84" TAN MEDIUM SAND, STONE & ROCKS 42 - 67" GRAY FINE SAND, SOME FINES NO MOTTLING, NO GROUNDWATER, NO LEDGE, ROOTS TO 40" MOTTLING @ 32; GROUNDWATER 0 52" NO LEDGE, ROOTS TO 32" TP#4 TP# 12 0 - 6" TOPSOIL 0 - 110 TOPSOIL 6 - 23" LOAMY SUBSOIL 11 _ 32" LOAMY SUBSOIL 23 -- 77" TAN MEDIUM SAND, STONE & ROCKS 32 -- 75" GRAY FINE SAND, SOME FINES NO MOTTLING, GROUNDWATER @ 53'; NO LEDGE, ROOTS TO 30" MOTTLING 0 24" GROUNDWATER @ 557P NO LEDGE, ROOTS TO 31" TP5 TP# 13 0 - 7" TOPSOIL 0 - 11" TOPSOIL 7 - 28" LOAMY SUBSOIL 11 - 39" LOAMY SUBSOIL 0J Ott' Ti 1. THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-30OB-1 THROUGH 20-30OB-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED FOR USE BY THE CONNECTICUT ASSOCIATION # LAND SURVEYORS, t i !i SEPTEMBERs ii • + 1996. t AN IMPROVEMENT LOCATION k TOPOGRAPHICiJy •. y SURVEY, yBASED O. DEPENDENTr . ar • ANDD # i #. t::#. HORIZONTALs: CLASS x 7a TOPOGRAPHIC CLASS ACCURACYt 'fSTANDARDS. y INTENDED TO BE USED FOR SITE DEVELOPMENT NORTH2. ORIENTATION DEPICTED i # APPROXIMATENORTH `N DATUM 1983t#i AND BASED UPON REFERENCEr. y J. LAND RECORD AND RELATED RESEARCH WAS UPDATED ON OCTOBER 15, 2018. FIELD SURVEY WAS COMPLETED ON OCTOBER 5, 2018. 4. RECORD SUBJECT PROPERTY < i• REFERENCEDi ff CORRECTING FROM ARTHURR'It ADAMS SHAWNt ADAMS, DATED JUNE 25, 2018, AND RECORDED IN VOLUME 636, PAGE 691 OF THE TOWN OF MONTVILLE LAND RECORDS. 5. ALL tN FEATURES AND IMPROVEMENTS RECORDED6. THE SUBJECT PARCEL IS SUBJECT TO AN EASEMENT IN FAVOR OF THE CONNECTICUT LIGHT AND POWER COMPANY, DATED DECEMBER JO, 1965, VOLUME •# PAGE 41 OF # OF MONTVILLE# RECORDS. SUBJECT7. THE PARCELti j BE SUBJECT TO y DRAINAGE i : O. WAY FAVORt. # R # TOWN OF MONTVILLE, DATED MAYl 1937, RECORDED IN VOLUME 48, PAGE 73 OF THE WN OF 8. THE SUBJECT PARCELi t BESUBJECT sMONTVILLE POSSIBLE OF OTHERS TO tt, AND REPASS t,. DESCRIBED WARRANTYrr., D: D FROMMM. tGNES i# TO BENJAMIN x i. DATED 1913, RECORDEDi. VOLUME PAGE 462 OF THE TOWN OFLANDMONTVILLE 9. THE SUBJECT PARCEL IS SUBJECT TO A GUY WIRE EASEMENT IN FAVOR OF THE CONNECTICUT LIGHT AND POWER COMPANY, DATED JULY 17, 1968, RECORDED IN VOLUME 101, PAGE 101 OF THE TOWN OF MONTVILLE LAND RECORDS. DH0 " 1. "PROPERTY SURVEY "FREE SPLIT PLAN" PREPARED FOR S&S FARMS, LLC, 386 OLD COLCHESTER ROAD, MONTVILI-E, CONNECTICUT, SCALE: 1---200'. DATE: NOVEMBER 2017, JOB I.D. NO. 17-2564, REV. "A" - ADD MAP AND LOT J S PER ZEO COMMENT - 1216117, SHEET NO. 1/1- PREPARED BY BOUNDARIES LLC. (MONTVILLE MAP 12685) 2. "PROPERTY SURVEY PREPARED FOR BRIAN MILLER, PROPERTY OF SOLOMON AND LILLIAN MILLER, 386 OLD COLCHESTER ROAD, UNCASVILLE, CONNECTICUT, SCALE: 1 "-200', MARCH 2005, JOB I.D. NO. 04-1041", PREPARED BY BOUNDARIES LLC. 3, MILLWOOD AT OLD COLCHESTER ROAD, SITE DEVELOPMENT PLAN PREPARED FOR JENSEN, S, INC,, 416 OLD COLCHESTER ROAD, UNCASVILLE, CONNECTICUT, BOUNDARY AND TOPOGRAPHIC SURVEY, SCALE: 1---80, DATE: NOVEMBER 2016, JOB I.D. NO. 14-2320-2, SHEET 31.24, LAST REMISED SEPTEMBER 15, 2017" PREPARED BY BOUNDARIES L.L.C. INA K" fK` AT I 'VE THIS PROPOSAL INVOLVES A 68.35.± ACRE PROPERTY IDENTIFIED AS 410 OLD COLCHESTER ROAD IN THE TOWN OF MONTVILLE, CONNECTICUT. THE PROPERTY IS CURRENTLY UNDEVELOPED, AND IS LOCATED IN THE R-120 ZONING DISTRICT. THIS PLAN CONSISTS OF IMPROVEMENTS TO THE SUBJECT PROPERTY REQUIRED TO SUPPORT A NEW 4 -BEDROOM SINGLE-FAMILY RESIDENCE INCLUDING A DRIVEWAY WITH AN IMPROVED CULVERT CROSSING, ON-SITE SUBSURFACE SEWAGE DISPOSAL SYSTEM, WATER SUPPLY WELL, UTILITIES, ASSOCIATED SITE GRADING;, STORMWATER MANAGEMENT, AND EROSION AND SEDIMENT CONTROL MEASURES. THE PROPOSED 14' WIDE GRAVEL DRIVEWAY WILL REQUIRE IMPROVEMENTS TO AN EXISTING WETLAND CROSSING FOR THE FARM ROAD THAT CURRENTLY CONSISTS OF TWO (2) 8" HDPE PIPES WITH NO INLET OR OUTLET PROTECTION. THE PROPOSED CROSSING WILL CONSIST OF TWO 15" HDPE PIPES WITH FLARED END UNITS AND RIP RAP APRONS AT BOTH THE PIPE INLETS AND PIPE OUTLETS, AND WILL BE FILLED AS REQUIRED TO ACHIEVE ADEQUATE PIPE COVER AND STABLE SIDE SLOPES. THE TOTAL WETLAND DISTURBANCE PROPOSED FOR THIS CROSSING IS 3,124± SQUARE FEET AS DETAILED ON SHEET 1/2, TOPSOIL WILL BE STOCKPILED ON-SITE FOR REUSE IN CONJUNCTION WITH FINAL GRADING AND STABILIZATION. FOR STAB I T RBE 1)PT28 - 80 TAN MEDIUM SAND & ROCKS 39 80 GRAY FINE SAND, SOME FINES N/E 0 IL ZING DIS U D AREAS AFTER GRADING IS COMPLETED, A 4 MINIMUM DE H OF TOPSOIL WILL MOTTLING 30" GROUNDWATER @ 54 NO LEDGE, ROOTS TO 36" MOTTLING 0 28'$ GROUNDWATER @ 73; NO LEDGE, ROOTS TO 45" SeJen t 0 BE PLACED AND SEEDED WITH GRASS AND MULCHED FOR PERMANENT STABILIZATION. TPfi 6 Inc. Volume 322, Page 924 0 in 04 a SEDIMENT FENCE AND STAKED HAY BALES WILL BE INSTALLED AT LOCATIONS SHOWN PRIOR TO ANY PRE-SOAK: <1 HOUR EARTHWORK OPERATIONS. THESE MEASURES WILL BE MAINTAINED UNTIL ALL DISTURBED AREAS HAVE BEEN 0 - 9" TOPSOIL 311.72 'car -i 0 `' PERMANENTLY STABILIZED, 9 - 36" LOAMY SUBSOIL N54.25=58"E 00:15 17-112" 00.16 36 - 90" TAN MEDIUM SAND & ROCKS 0g0ry:20 19" 0 CONSTRUCTION IS INTENDED TO COMMENCE IN SUMMER 2019 AND BE COMPLETED BY FALL 2019 MOTTLING 0 367 NO GROUNDWATER, NO LEDGE, ROOTS TO 35" TI ai,.riH 0 6± MONTHS). 0 --- 8" TOPSOIL 8 -- 22"LOAMY SUBSOIL J _ - -- — , 1\ // 0 22 - 67" TAN MEDIUM SAND, ROCKS & BOULDERS ---- 0 WF29B NO MOTTLING, NO GROUNDWATER, NO LEDGE, ROOTS TO 28', -_ ®— — — % 0 POSSIBLE REFUSALIBOULDERS @ 67"i ` ' ---- - ----250 % \ 0 FEASIBLE TP8 STOCKPILE \ i \ 0 0 - 9" TOPSOIL LOCATION' 9 - 32 LOAMY SUBSOIL = y \\ 32 - 80" TAN MEDIUM SAND, ROCKS &BOULDERS, FIRM - -- --- ---® ' 24 _. 0 NO MOTTLING, NO GROUNDWATER, NO LEDGE, ROOTS TO 28'; 60' OF SEDIMENT _ " \ Q POSSIBLE REFUSAL 80" FENCE BARRIER OR PROPOSED 0 2WOODCHIPBERMSANITARY - - -CAR W # INV 240.00 GARAGE FF=248.2 PERCU"'LATIO'NI TEST RESULTS/ 1,500 GALLON CONCRETE - - SEPTIC TANK (SEE DETAIL) - '-• 0 PERCOLATION TESTS "FERC -1" AND "PERC-2" WERE PERFORMED BY MICHAEL J. KIRBY, R.S. OF THE UNCAS HEALTH DISTRICT ON NOVEMBER 2, 2017. 120,000 SF 2,977,332± SF P-1 P--2 500.10 FT HOLE DEPTH: 26" HOLE DEPTH: 27" PRE-SOAK: <1 HOUR PRE-SOAK: <1 HOUR 00:00 11-112" 00:01 11-112- 00:05 14" 00.06 15" 00:10 16" 00:11 17-114- 00:15 17-112" 00.16 18-112" 0g0ry:20 19" 00:211* 1° 99q-, 3g14- 12- 00:30 21 t" 3 ` 22-114 00.35 21-314" 00:36 23" 00:40 22-1/2" 00.41 23-3/4" DESIGN PERCOLATION DESIGN PERCOLATION RATE = 6.7 MIN/INCH RATE = 6.7 MINIINCH 10 III&MM41 ]a ilia PROPOSED 4 -BEDROOM HOUSE DESIGN PERCOLATION RATE = LESS THAN 10,1 MINUTES/INCH LEACHING AREA REQUIRED = 577.5 SF EFFECTIVE (495 + 82,5) DESIGN: 1,500 (MIN) GALLON SEPTIC TANK AND 2 ROWS OF 97' OF 12" HIGH, 4' WIDE STONE LEACHING TRENCHES. LEACHING AREA PROVIDED = 582 SF EFFECTIVE (97 LF X 2 X 3.0 SFILF) 100% RESERVE AREA PROVIDED (2 ROWS OF 97' OF 12" HIGH, 4' WIDE STONE LEACHING TRENCHES) MINIMUM LEACHING SYSTEM SPREAD (MLSS) CALCULATION HYDRAULIC GRADIENT = 9.87. DEPTH TO RESTRICTIVE LAYER (USE TP5) HYDRAULIC FACTOR = 26 FLOW FACTOR FOR 4 BEDROOMS = 1.75 PERCOLATION FACTOR FOR UP TO 10.0 MINIINCH = 1.0 MLSS REQUIRED = 45.5' MLSS PROVIDED = 97' LEGEND :: Art'51BREVIATIONS INV IN = 239,37 4s 0INVOUT = 239.12 G X44 0 PROPOSED -- 44 1N43' OF 4" PVC - S = 0«022 -- 4 -BEDROOM - 75' 0 SINGLE-FAMILY 0 SANITARY CLEANOUT (SEE DETAIL) RESIDENCE PROVIDE STAKED NAY BALE Inland FF =250.0 c . CHECK DAMS 50' O.C. (TYP) Wetlands D -BOX (SEE DETAIL) - - - _ --- -- -- - - -- BSMT FF =241.0 -- INV 238.17 IN 2 2 INV 238.00 OUT (2) TP# 1 5, 242 a (SEE GRASSDRAIN SWALE DETAIL INV 238.33 OUT (1 OVERFLOW) X4 'S 4 V ) 0V 239.0 TP B 4" PVC r-238,5 240 TPI14 0 TP2 P-1 239.0--24p'` - so TPS ,24 237,7TP7 -q 48.50' TP 48.50' TP6 `- 30' OF 4" \ \ c- \ 0238,2 - --- 23$. - SCHED 40 PVC i 0236,.. -- p-2 S = 0.021 - 0238.2TP1O--- 0 TP# 13 23 — J - > Subject Property TPS 12 D -BOX 34 LF OF 4" PVC TPl11 INV 237,37 IN FOOTING DRAIN \ c 410 Old Colchester Road Z INV 2JZ20 OUT (2) DISCHARGE PIPE 2\ K 0 Map 16, Lot 2-1) 5=0,03 `' 0 # 100,3 RESERVE AREA \ cc 0 WF - #20B FOOTING DRAIN OUTLET -. 0 LIMIT OF CLEARING (TYP) Area: 083 3S Acres F 1 \\ \\-\\ - Y W7"` RODENT SCREEN 236 ; 4 INV = 238.0± 0 --- REMOVE 45'f SECTION OF STONE WALL 250' OF SEDIMENT FENCEc AS NECESSARY TO FACILITATE DRIVEWAY BARRIER OR WOOD CHIP BERM 0 CONSTRUCTION AND STORMWATER FLOW 97 LF OF 4' WIDE 12" DEEP STONE LEACHING 0 TRENCHES BY SERIAL DISTRIBUTION 34 ' 0 _,---Limitlnds Inland BOTTOM OF UPPER TRENCH = 237.50 2 234 0 BOTTOM OF LOWER TRENCH = 236.70 \ UTILITY POLE WITH OVERHEAD SERVICE SEE DETAIL) r FROM ROAD, UNDERGROUND SERVICE TO RESIDENCE PER PROVIDER'S SPECIFICATIONS1 \ REMOVE SECTION OF STONE WALL : \ Inland AS NECESSARY TO FACILITATE -232 GRADE TO DRAIN (TYP) Wetlands DRIVEWAY CONSTRUCTION 237' (SEE GRASS SWALE DETAIL) 14' WIDE GRAVEL DRIVE W1 1' LOAD ` REMOVE 20'± SECTION OF STONE BEARING SHOULDER ON BOTH SIDES _ WALL AS NECESSARY TO FACILITATE STORMWATER FLOW 234 45' x 265' RECIPROCAL EASEMENT FOR Existing Treeline (Typ) — ACCESS, INSTALLATION AND MAINTENANCE 2 J \ OF UTILITIES, AND RIGHTS TO DRAIN UTILITY POLE DEEP TEST PIT 1 — AREA: 11,925E SF (0.271 AC) Z UTILITY POLE WITH LIGHT PERCOLATION TEST WF#15B WETLAND DISTURBANCE AREA ON UPGRADIENT SIDE OF DRIVEWAY (CROSS HATCH) (49± CY) GUY WIRE WELL AREA: 1,334± SF (0.03± AC) 4 CL&P CONNECTICUT LIGHT AND 232.5 PROPOSED SPOT GRADE INSTALL ANTI -SEEP POWER COMPANY 229.8 stn MODIFIED RIP RAP \ COLLAR 237,7 EXISTING SPOT GRADE Vi ± MORE OR LESS X APRON AT INLETS S SLOPE `c (2 CY MIN.) `; Existing 8" HDPE REMOVE & INSTALLNSFNOWORFORMERLY , .,o 1 ( SAN SANITARY 360) OF SEDIMENT (2"i FEU 1 \ r TWO 26' OF 15" HDPE SF SQUARE FEET 45' OF SEDIMENT --` \ FENCE BARRIER IN`V 228.5 (S=0.02±)) ZONING TABS: R-120 DISTRICTRICT ITEM REQUIRED PROVIDED MINIMUM LOT AREA 120,000 SF 2,977,332± SF MINIMUM LOT FRONTAGE 200 FT 500.10 FT MINIMUM FRONT YARD 60 FT 475 FT MINIMUM SIDE YARD 25 FT 64 FT MINIMUM REAR YARD 75 FT 1,000+ FT MAXIMUM BUILDING HEIGHT 35 FT 35 FT WATER SUPPLY PER SCWA/UHD WELL SANITARY PER WPCA/UHD SEPTIC FENCE BRIER • RIC 464.39" # ' Existing Grove/ N/F Form RRoa Davi•Catherine Shippee Volume 635, Page 321 Know what's 0 1` _ before dig. Shed F/17q GRAPHIC SCALE R=50' 0 DRIVEWAY CL - - UTILITY POLE WITH OVERHEAD SERVICE PER PROVIDER'S SPECIFICA TIONS 60 30 15 0 30 T- FEET ) 1 inch 30 ft. 232.5, 228 - -- WF# 1 A (2) FEU2 INV 228.0 , WETLAND DISTURBANCE AREA ON DOWNGRADIENT SIDE OF DRIVEWAY (CROSS HATCH (78± CY)) MODIFIED RIP RAP AREA: 1,790± SF (0.03± AC) SPREAD APRON AT OUTLETS (SEE DETAIL) Existing 8" HDPE REMOVE) 226 I HAVE CONDUCTED AN ON—SITE SOIL INVESTIGATION OF THE PARCEL OF LAND DEPICTED HEREON. THE INLAND WETLAND BOUNDARIES AS PORTRAYED ARE AN ACCURATE REPRESENTATION OF THE DELINEATION PERFORMED IN THE FIELD. DEMIAN A. SORRENTINO, C.S.S. C //o / ey DATE vs•o 1 Barbed Wire Fence s WF#1B 50' Upland Review ,area J U i L TY POLE Wfr7i OVERHEADERHEAD SERVICE LOCATION MAP SCALE: 1"=1000' u3 oi} M- Pi A !- b Di 60' Front Yard N f N w Q 9 Utility Box PROPOSED PAVED DRIVEWAY APRON TO PROPERTY LINE INV INVERT UTILITY POLE WITH OVERHEAD TYP TYPICAL SERVICE PER PROVIDER'S SPECIFICATIONS REBAR, IRON PIN, IRON ELEV ELEVATION 0 PIPE OR COPPER PIN FF FINISHED FLOOR lzi 4-J V) ,j, RIC REBAR WITH CAP w BSMT BASEMENT 4 DH DRILL HOLE PVC POLYVINYL CHLORIDE DRILL HOLE Q SCHED SCHEDULE D MONUMENT RCP REINFORCED CONCRETE PIPEANGLEPOINT 0. 0 Q RFC RECOVERED HDPE HIGH DENSITY POLYETHYLENE W 0-0 co L REF REFERENCE' j CATCH BASIN N W11 WITH SANITARY MANHOLE Q® CL iT3 STONE WALL 1`- --- EXISTING OVERHEAD UTILITIES 0 x — BARBED WIRE FENCE OH E— PROPOSED OVERHEAD UTILITIES 4-J BUILDING SETBACK LINE U PROP. UNDERGROUND UTILITIES U U 0 w W E 73 2018 BOUNDARIES LLC 0 1) 0 t THIS DRAWING IS THEPROPERTY OFBOUNDARIES LLCAND HASBEEN SPECIFICALLY r -i PREPARED FOR THEOWNER OF THISPROJECT, AT THISSITE, AND ISNOTTO BE vt DUPLICATED JR USED IN PARTJR WHOLE FORANY OTHER PURPOSE, PROJECT, LOCATION U OR OWNER WITHOUT THEEXPRESSED WRITTENCONSENTOF BOUNDARIES LLC. CL FENCE BRIER • RIC 464.39" # ' Existing Grove/ N/F Form R Roa Davi•Catherine Shippee Volume 635, Page 321 Know what's 0 1` _ before dig. Shed F/17q GRAPHIC SCALE R=50' 0 DRIVEWAY CL - - UTILITY POLE WITH OVERHEAD SERVICE PER PROVIDER'S SPECIFICA TIONS 60 30 15 0 30 T- FEET ) 1 inch 30 ft. 232.5, 228 - -- WF# 1 A (2) FEU2 INV 228.0 , WETLAND DISTURBANCE AREA ON DOWNGRADIENT SIDE OF DRIVEWAY (CROSS HATCH (78± CY)) MODIFIED RIP RAP AREA: 1,790± SF (0.03± AC) SPREAD APRON AT OUTLETS (SEE DETAIL) Existing 8" HDPE REMOVE) 226 I HAVE CONDUCTED AN ON—SITE SOIL INVESTIGATION OF THE PARCEL OF LAND DEPICTED HEREON. THE INLAND WETLAND BOUNDARIES AS PORTRAYED ARE AN ACCURATE REPRESENTATION OF THE DELINEATION PERFORMED IN THE FIELD. DEMIAN A. SORRENTINO, C.S.S. C //o / ey DATE vs•o 1 Barbed Wire Fence s WF#1B 50' Upland Review ,area J U i L TY POLE Wfr7i OVERHEADERHEAD SERVICE LOCATION MAP SCALE: 1"=1000' u3 oi} M- Pi A !- b Di 60' Front Yard N f N w Q 9 Utility Box PROPOSED PAVED DRIVEWAY APRON TO PROPERTY LINE SEE DETAIL) UTILITY POLE WITH OVERHEAD SERVICE PER PROVIDER'S SPECIFICATIONS ANTI—TRACKING PAD SEE DETAIL) 0 IL a r CL&P L_ 2697UHtQHE WF5L' 5.0% . I _ _ _ S,$•0 '15-WS24`47'05 "E138 , 00 110 OF SEDIMENT 44.24' FENCE BARRIER r RIC r i Inland , 1 Wetlands R=80' DRIVEWAY CL — — t 295' OF SEDIMENT REYOVE STONE WALL AS NECESSARY t' FENCE BARRIER FOR DR+EWAY CCINSTRUCTION Existing Gravel BACK SEDIMENT FENCE WITH WF19A R=50' DRIVEWAY CL Farm Road l STAKED HAY BALES AT OUTLET TO MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED RECON. " 2ooa3ITV 7001 s p-1. JEFFREY P. P:E L !CEE SE NO. = JOHN FAULISE JR. L. LICENSE NO. DATE C) 0 C cl9 i4i g v a? w cv a 0— 1i m CO U K 0 lzi 4-J V) ,j, 1— nU W C 0. 0 0 C W 0-0 co E CL O CL iT3 4-J 4-J U 0 W E 73 0 1) 0 r -i vt K