1. Specification Sec Summary of Work and Construction Sequencing Clause 1.7, delete the last row in the table and replace with the following:

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1 Michael acholok, irector urchasing and Materials Management ivision ity all, 8 th Floor, West ower 00 Queen treet West oronto, ntario M5 22 llison hillips Manager rofessional ervices May 25, 206 V F (2 pages + 3 attachments) UM. 2 QU F W--03W F: BG BY M U MV UG G: 2:00 ( M), JU 8, 206 (V). lease refer to the above equest for ender (F) document in your possession and be advised of the following:. V 4 F WK. pecification ec000 - ummary of Work and onstruction equencing lause.7, delete the last row in the table and replace with the following: Ground Water umping tation 24 hr ontractor to provide temporary pumping as required during outage for wet well work. umping to be a minimum 00 /s at 9 m static lift dd new lause.6.7, stating the following:.6.7 Maintain trucks access to the existing weight scale located at the south edge of the existing outh ccess road east of the new chemical building construction area at all times. 2. pecification ection Fiberglass einforced lastics, elete lause 2.2. and replace with the following: 2.2. cceptable manufacturers:. Fibergrate omposite tructures nc, elephone: trongwell and distributed in anada by outhwell orp., elephone: ccess ndustrial nc., elephone: pecification ection atches, elete lause 2..3 and replace with the following: 2..3 UF Fabrication, 3200 W. 84th treet, ialeah, F, U 3308, hone: -(800) , mail: nhernand@usffab.com, U:

2 dd new lause 2.3 stating the following: 2.3 Gas ight ccess atch 2.3. Furnish and install where indicated on plans, aluminum cover UF Fabrication Model B with watertight/gastight access door or MU ype gas tight hatch with fixed gas tight checkered plate, size as per design drawings. he cover shall be pre-assembled from the manufacturer For performance, hardware and material requirements, see clauses to pecification ection 50 hemical anks, tem 2. - ervice onditions elete emperature of rystallization is negative 5-deg and eplace with emperature of rystallization is negative 0-deg 5. pecification ection 50 hemical anks, elete tem and replace with the following: : ne 00mm (4 ) diameter flanged and gusseted nozzle c/w drain valve as specified in ection pecification ection 902 iping nsulation and eat racing, elete tem and replace with the following: old iping: Minimum 25 mm Fibrous glass insulation, "K" value at 24 (75 F) maximum W/mo elete tem and replace with the following: oof drains and storm drains systems: Minimum 25 mm Fibrous glass insulation, "K" value at 24 (75 F) maximum W/mo with V or olyethylene jackets inside building and aluminum jackets outside building. elete tem and replace with the following: : xterior iping: pply 0.06 aluminum jacketing with stainless steel clamps. elete tem ndoor iping: he outer protective jacket shall consist of V minimum 0.5 mm thick or polyethylene, minimum.27mm thick, UV inhibited. 7. pecification ection igital anel ndicator, elete clause 2..9 and replace with the following: cceptable manufacturers: recision igital or engineer approved equivalent 8. pecification ection igital anel ndicator, elete clause 2..9 and replace with the following: cceptable manufacturers: recision igital or engineer approved equivalent 9. pecification ection 5750 onvention eating Units dd lause 2.6 cceptable Manufacturers as follows: 2.6. cceptable manufacturers: igma, rane or ngineered ir 2 2

3 0. rawing , elete drawing , and replace with enclosed with this ddendum. rawing , 7 elete drawing , 7 and replace with enclosed with this ddendum 2. rawing , 5 dd otes 7 and 8. as follows: mm ontainment rain iping to be V 28, conforming to B torm sewers on the access road shall be reinforced concrete pipe to 257.2, minimum lass rawing , dd to ote 2 the following: 2. Major piping includes two (2) 50mm V chemical feed lines, 50mm effluent flushing water, 00mm flushing discharge, 300mm roadway drain pipe, V chemical discharge pipes supported on galvanized trays, 00mm effluent pipe, 80mm carbon steel () city water, 80mm air pipe, sprinkler system including 00mm sprinkler main, V chemical tanks vent pipes, 75mm ot Water upply (W) and ot Water eturn (W) pipes. ll pipes stretched through the whole length of the chemical gallery. Minor piping systems are not listed; but shall be removed and disposed in their entirety. ap pipes as required following removal. Major process equipment includes, but not limited to nine (9) chemical tanks, air receiver, multiple chemical dosing, transfer and sump pumps, Glycol-ot Water eat xchange system, M s and ontrol anels, V roof unit. Minor equipment is not listed herein however shall also be removed entirely. 4. rawing (3) dd ail rossing ign detail refer to K-2 enclosed with this ddendum o.2 5. rawing , 3 Basement lan, dd note to pump pads as follows: UM UKG 500 x 400 x 50 G Y F 2 6. rawing , 5 elete dimensions reading /- for the location of the existing sump. 3 3

4 7. rawing , 7 ast in place concrete details, etail 7 elete dd 75mm. MU M (Y.) 50mm MU M (Y.) 8., ttachment - WM spreadsheets, ist evise second fragment of strainers tags reading to read, total of seven (7) tags. For example replace tag B---2 with revised tag B rawing ,. elete 00 breaker for and eplace with 60 breaker on B---64 and B dd ote 7 as follows: 7. shall be otal rotection olutions Model # K F for B and B rawing , 2 elete 00 breaker for and eplace with 60 breaker on B dd ote 3 as follows: 3. shall be otal rotection olutions Model # K F for B rawing [] nsert a on the load side of the main breakers in panels B , B , B and B o fusing or circuit breaker is required for the. shall be otal rotection olutions Model # K F. 22. rawing [] elete the econdary urge rotector identified on the line side of VF motor starter. elete the Universal armonic Filter identified on the line side of VF motor starter and 23. rawing [3] elete the econdary urge rotector identified on the line side of VF motor starter. elete the Universal armonic Filter identified on the line side of VF motor starter and 24. rawing [5] elete the econdary urge rotector identified on the line side of VF motor starter. elete the Universal armonic Filter identified on the line side of VF motor starter and 4 4

5 25. rawing [7] elete the econdary urge rotector identified on the line side of VF motor starter. elete the Universal armonic Filter identified on the line side of VF motor starter and 26. rawing [9] elete the econdary urge rotector identified on the line side of VF motor starter. elete the Universal armonic Filter identified on the line side of VF motor starter and 27. rawing [2] elete the econdary urge rotector identified on the line side of VF motor starter. elete the Universal armonic Filter identified on the line side of VF motor starter and 28. rawing [23] elete the econdary urge rotector identified on the line side of VF motor starter. elete the Universal armonic Filter identified on the line side of VF motor starter and 29. rawing [25] elete the econdary urge rotector identified on the line side of VF motor starter. elete the Universal armonic Filter identified on the line side of VF motor starter and 30. rawing [27] elete the econdary urge rotector identified on the line side of VF motor starter. elete the Universal armonic Filter identified on the line side of VF motor starter and 3. rawing [29] elete the econdary urge rotector identified on the line side of VF motor starter. elete the Universal armonic Filter identified on the line side of VF motor starter and 32. rawing [3] elete the econdary urge rotector identified on the line side of VF motor starter. elete the Universal armonic Filter identified on the line side of VF motor starter and 33. rawing [33] 34. elete the econdary urge rotector identified on the line side of VF motor starter. 35. elete the Universal armonic Filter identified on the line side of VF motor starter and 36. rawing [35] elete the econdary urge rotector identified on the line side of VF motor starter. elete the Universal armonic Filter identified on the line side of VF motor starter and 5 5

6 37. rawing [37] elete the econdary urge rotector identified on the line side of VF motor starter. elete the Universal armonic Filter identified on the line side of VF motor starter and 38. rawing [39] elete the econdary urge rotector identified on the line side of VF motor starter. elete the Universal armonic Filter identified on the line side of VF motor starter and 39. lectrical drawings, he tag name for lectrical ower istribution anel B and all related devices are to be changed as follows: G M B B B W G M B B B QU W Q. rawing 5 note reads, 50mm V rail cars containment drain to containment sump in the chemical building. lease indicate the V piping material and classification to be used.. ontainment rain iping to be V 28, conforming to B82. Q2. lease also clarify if V piping material can be used for all yard piping on this project, and if yes, please indicate classifications as well. 2. We confirm that V piping will be used for all Yard iping on this roject. For Watermain and Fire main piping, refer to ection 025 (cement lined pipe complete with polyethylene encasement is required). For the storm sewers on the access road, reinforced concrete pipe to 257.2, minimum lass 65- is required, as noted on the drawings. Q3. ef wg 3: s the truck unloading location to be 200mm concrete pavement? 3. o concrete pad is only the area surrounding 4. he remainder of the surface shall be constructed to the sphalt avement structure detail shown on [9]. Q4. egarding drawing 2, the pipes shown for removal are unclear in regards to the size and type of pipe to be removed. lease clarify. 4. efer to revision with this addendum. Q5. lease advise the standard plan for the #0 5* track switch. 6 6

7 with GM frog. (efer to rawing and -7 [ and 2] and ec rack and urnout onstruction. Q6. s the removal of existing track between sta to sta temporary or permanent? 6. ermanent. Q7. We do not see in the drawings how much existing track is to be removed. lease advice. 7. he existing track is to be removed to the extents of the new track match lines to existing track shown on drawing and -7 [ and 2]. pproximately +/- 335m of track to be removed from sta to the end of north track. Q8. s the removal of the track switch at sta temporary or permanent? 8. ermanent. Q9. We see in the drawings that existing track is to be removed and reinstalled at two locations for storm sewers and water main installation. an you advise if this is anticipated as one removal and one install per location? 9. General ontractor to coordinate. Q0. ow many road crossings are to be installed? 0. 3 road crossings as shown on rawing and -7, -8 [, 2 and 3]. Q. an the ballast be limestone ballast?. o. (ef. dwg and -7, -8 [, 2 and 3]) Q2. he spec calls for 7"X9"X9' long ties. s this correct? ypically this tie is only used on class railway mainline tracks. 2. Because azmat cars will be on these track, specifications for industrial tracks specified 7 x9 x9. Q3. re 80' rails acceptable? 3. Yes. Q4. t appears from spec that tie plates are to be M plates with screw spikes as it asks for ties to be "pre-pierced". an you confirm what type of plate and fastening system is being asked for? 4. M tie plate with e-clip fastening system. Q5. re rail joints to be 4 hole or 6 hole joint bars? 5. 6 holes Q6. ow many railway crossing signs are required and what types? 6. wo railway crossing signs are required. For type please refer to K-2, attached Q7. oes the owner want rail seal installed as mud rail? 7 7

8 7. Yes, rubber rail seal shall be installed as mud rail Q8. n sheet 3 Basement lan there seems to be two pads in the area in column lines B4,4 to B5,5. here are no dimensions for these pads, which are called out as the pump housekeeping pads on sheet 2 Basement lan. Furthermore, on sheet 3 - Ground Floor lan 3 near column B2, there are 3 pump pads with the details called out. ould we get the details on the two ump ousekeeping ads? 8. For pricing purposes consider these pads to be 500 x 400 x 50 high (typ of 2). ee revision with this addendum Q9. an ccess ndustrial nc. be considered an approved fabricator for the F latforms? 9. ee revision with this addendum. Q20. an ype 36 tainless teel, or a combination of ype 36 tainless teel and F, be used where F is detailed for stairs, gratings, framing and railings. We feel this could result in substantial cost savings to the owner. 20. o. ype 36 tainless teel cannot be substituted for the F grating, stairs, framing, or railings. Q2. lause of specification section F oors & frames refers to ection lternatives. eference for this section has been provided in other spec sections as well. owever, section 0200 has not been provided. lease issue this in an addendum. 2. n all specification ections where ection 0200 lternatives has been referenced, the reference should read 0630 quivalents and lternates. Q22. Midco Manufacturing has been listed as one of the manufacturers of ccess atches. Midco is no longer in business. lease allow another manufacturer in lieu of this company. 22. ee revision with this addendum. Q23. etail on drawing 5 shows 50 mm thick mud mat. owever, standard detail 7 on 7 shows mud mat as 75 mm thick. lease confirm if mud mat under base would be 50 mm or 75 mm thick. 23. lease provide 50mm thick mud mat under all concrete cast against grade. ee revision with this addendum. Q24. ef wg 5: xisting chemical gallery plan from wall to entre of ump is shown to be 63.3m and wall to exit shaft is shown to be 62m. Which one is correct? 24. xit shaft to be located at 62m +/-. elete the dimensional reference of /- for the existing sump to be filled. ocation of the existing sump to be filled is shown for clarity and does not impact the construction or costing for the pre-cast tunnel. Q25. ef wg 5: xisting chemical gallery plan What is the extent of note upport on lightweight fill? s lightweight fill applicable only to sections 8/5 & 9/5? r, is lightweight fill extends between the existing walls, for example, applicable to sections 2/5? 8 8

9 25. ightweight concrete fill is only required under and adjacent to the precast unit for the V unit and exit shaft. Backfill up to the underside of the precast unit, for the width of the tunnel from expansion joint to new floor cut shall be light weight fill. Q26. ef wg 4 & 5: We need construction access to work in unnel, primarily for demolition, precast installation & backfill. What is the maximum equipment load that can travel over existing effluent channel slab (there are few hatches) at the entry of unnel? 26. he roof of the effluent channel, and adjacent pipe chase cover are cast in place concrete slabs designed for 20 truck loading. he access hatches are rated at 4.8ka and are located outside the curb access area. he maximum equipment load on the roof of the existing chemical gallery beyond the channel is limited to 4ka distributed load, max 2k wheel load. Q27. ef ection 000, clause.7: ontractor to provide temporary pumping as required during outage for wet well work. What is the flow rate to be temporarily pumped? 27. emporary pumped ground water during wet well work shall be discharged into aeration inlet channel, allow for 00 l/s at 9m static head. Q28. ef wg, unnel lan : For the length of J tunnel between the Js, there are 9 piles shown for west wall. re there any piles for east wall? 28. Where J tunnel runs south of the aeration tanks, all piles indicated are for both east and west walls. Where 9 piles are indicated on the west wall, 9 piles will also be required on the east wall. Q29. ection 32 hosphate nalyzer: ur company would like to have hemscan Mini o as a bidder for the 2 units that are required 29. For this project, no other manufacturers for rthophosphate analyzer than specified WW will be accepted. WW was selected by the ity through the on-site trial. Q30. ccording to ection 50, tem 2. - ervice onditions on page 2 of 6, the emperature of rystallization is negative 5-deg. owever, tem on age 3 of 6 eat race: the maintained liquid temperature shall be min (-0-deg ), which is below the temperature of crystallization negative (-5-deg ) he Vendor shall design heat trace to maintain liquid temperature above the specified crystallization temperature.. lease check with project engineer and confirm the maintained liquid temperature. 30. eat trace for both storage tanks and chemical lines shall be designed to maintain chemical temperature within min negative 0 deg.. ee revision with this addenda. Q3. ection 50 tem on age 4 of 6, what is the nozzle size? 50 mm or 2 or 00 mm or 4 diameter? 3. ozzle size for drain is 00mm (4 ). ee revision with this addenda. Q32. here are no piping isometrics for the discharge line from all given tanks. o we have to assume the pipe length approximations based on lectrical & mechanical drawings? 9 9

10 32. efer to wg. 20 and 23 for discharge pipes plans and elevations. rawing 20 shows plan view for the west containment area and the piping for the east containment area is a mirror image as indicated on the drawings. Q33. here are no tank drawings in the package to confirm the (ighest liquid level), height of insulation, manholes, heatsinks etc. 33. efer to wg. 9 and 23 shows the approximately elevation and location of manholes and piping connections. xact location will be coordinated during shop drawings. efer to pecification ection 50 for detailed tank specification which includes insulation of the entire exposed shell of the tank (walls and roof). Q34. onfirm the maintain temperature for tanks. here is some discrepancy in different sections of the spec hemical temperature in the tanks to be maintained above negative 0 eg.. ee revision with this addenda. Q35. he operating and exposure temperature for tanks 35. mbient conditions are presented in nternal temperatures will range from -0 o (heat trace design point) to +35 o (maximum ambient temperature) Q36. onfirm the maintain temperature for discharge piping is 0 and for emergency eyewash/shower is Minimum negative 0 eg. for chemical piping and plus 5 eg. is required for emergency eyewash/shower. Q37. pecification section 902 clause 2.2 and schedule 3.3 may contradict each other. ncluded within the schedule is city water/drainage pipe description which is to be insulated with 50mm expanded polyethylene extruded insulation and a V jacket. lause includes roof drains, which is drainage, and is to be insulated with fiberglass. lease clarify which systems are to fall under the city water/drainage pipe description. 37. his refers to all water and drainage piping within the building and serving the outdoor eyewashes Q38. pecification section & specify a polyethylene jacket which is used on factory insulated systems with urethane insulation. ypically with fiberglass insulation a 0.05 white V jacket is applied on indoor piping while a 0.06 aluminum jacket is used for exterior piping. s this acceptable in lieu of the aforementioned jackets for the roof drains and storm drains systems? 38. For torm and W s use.020 V jackets and.06 for aluminum. ee revision with this addendum. Q39. pecification section has cold piping as a system that is to be insulated with expanded polystyrene extruded. pecification section has numerous cold pipes that receive mineral fibre insulation. Which systems are to fall under the cold piping label under section 902 and therefore require the expanded polystyrene extruded insulation? nd what thickness of insulation and type and thickness of jacket is to be applied to these systems? 0 0

11 39. Mineral fibre insulation can also be used 25mm thick. ee revision with this addendum. Q40. Mechanical pecification section states that roof drains and storm drains systems require fibrous glass insulation. ould you please specify the thickness of insulation required for the and W system? mm. ee revision with this addendum. Q4. pec ection 5750 onvection eating Units, please provide name of approved suppliers. 4. ee revision with this addendum. he design was based on igma orporation (listed on drawing M- ydronic quipment chedule) which includes Unit heaters, cabinet heaters and baseboard radiation. ll unit heater and cabinet heater motors shall be explosion proof. ll thermostats shall be corrosion resistant and explosion proof. ll enclosures or cabinets shall have a henolic coating. lternate suppliers shall be rane or ngineered ir. Q42. Mechanical rawing 3 states to insulate the under grade portion of the tempered water line with 50 mm closed cell insulation, lease clarify the following: Q42a here are numerous closed cell insulations with varying product and labour costs. lease specify which type of closed cell insulation is required. 42a For underground water only (F/rmaflex lass 0 with a flexible V soil pipe sleeve or ngineer pproved qual Q42b here is no mention of a jacket for the buried portion but one may be required for specific insulations. lease specify if one is required and if so, what type of jacket will be applied. 42b ee 42a above. Q42c fter the tempered water line protrudes above grade on drawing 30 are we to assume that the heat tracing continues and the same type of insulation and jacket will also continue to eye wash units? 42c Yes. eat tracing continues, but pipe insulation and jacketing can be as per ection 902. Q43. What division is supplying the mergency showers he flow switches B-- F-2203, B--F-2204, B--F-2205, B--F-2206 as no division lists these units. B--F-220, B--F-2202 are shown being supplied by 60 G 4, efer to ection and for flow switches specification. he lumbing Fixture chedule on specifies the flow switches for the eyewash/shower stations [aws Model 900]. Q44. What is the area class for the tanks, discharge lines and eyewash/shower line? 44. ll this equipment is unclassified Q45. Will the control method will be line sensed for all circuits or ambient? 45. he question is unclear. ssuming this question is referring to the heat trace systems, the temperature control method will use line sensing s. efer to ection 6857 eat race ystems.

12 Q46. onfirm whether we need redundant cable or separate circuit? 46. n accordance with pecification 50, lause , a dual circuit heat trace controller is required (i.e. separate circuit). Q47. rea classification 47. here are no classified spaces/areas on this project. Q48. re alternate suppliers of the panels acceptable? aton is basis for design 48. Yes. efer to the list of approved manufacturers is found in pecification 644, lause 2.2. he dimensions of the panels must fit within (i.e. not be larger than) footprint and height of the panels. Q49. ection 3354 igital anel ndicator please provide the manufacturer / model as it is not listed in ection 305- Manufacturer s list 49. ee revision with this addenda Q50. ection igital anel ndicator please provide the manufacturer / model as it is not listed in ection 305- Manufacturer s list 50. ee revision with this addenda. hould you have any questions regarding this addendum contact andida harles at ccharle@toronto.ca or lease attach this addendum to your F document and be governed accordingly. Bidders are to acknowledge receipt of all addenda in their ender in the space provided on the ender over age as per ection ender rocess erms and onditions, item 8 of the F document. ll other aspects of the F remain the same. llison hillips Manager rofessional ervices 2 2

13 2 W Y /G: V KF FG BU V KY MB W MB G B V F BF K F K F BX M V 0-2 W ''. UU 3-6 G VV BG. W G F W W.W F B W K F F K G K MK B K B K WK ( G Y) W F B W V MB KG K B MB W F BU.W FF F B X W WK B X WK B W M U B. W U B. W BK. W BG. WK MY V F WK F BUG BX KG. U M UY W X X BUG. B F G VV F K VF M V UB V. B G V V V MB V G MB G U 6.5m X 2.6m BUG W M B W W UB BV GU K F V FM.MB UM M B W V V U. W () F FF V UU UU UM. UM. V 4.50 G FM GU BUG V M UU UM. BUG V M UU BUG V M UU 4.50 G FM GU "W" B V BUG..2 M.. F FF B W W M BU G.6 M M. K MY B W UM V MY BUG WK UV M. 9 W U B F. UM F MB F MB BG. 7 UM BW BUG 8 V M V G K F 7 /G: : M F X. B B GU M V V B W W U U V F G 9 BG. 3 G 20 U -G V F B W BG. V F G BK B WK W "W". V V G G G BU V G V U U W F BKFW V W M. WG. 2 F. V U 4 FU V F F UM F. UB F W UMG W UB GB 6. W V V G G W BUM 5 W MB V U UM F W X. W M BKFW V FM X. W U J W W U U W M K M. B W B MV. W F 20m F 250mm. F V UV WG FM MB FM MB V V. F.. V 30 /G: /G: : 76.3 : 76.2 UV M BUG W 6 /G: /G: : 75.8 W V M M FM B W XG U W M V F K B W M V G Y- M V V U M KF WY K BUG W /G: /G: : 76.2 : /G: /G: : 76.4 : BY G BUG B W 3 /G: /G: : /G: W: BK K Y W 34 /G: : /G: : Y W W XM F K 5 /G: : : /G: : /G: : : /G: : : : : /G: W /G: W: /G: W: : : : W: B W B W WY K XG U BX 8 /G: W: : W: : : /G: BG UM 29 /G: : M V V 22 /G: /WM : : : K G /G: : 75.5 /G: : G 27 /G: : /G: W: W: /G: W: 76.7 : G F K F 26 /G: : /G: : /G: : UM MB =75.57 =75.58 X 2 /G: G V W=75.57 : /G: : /G: : 75.8 : /G: W: V BX B W B W K V U U KF /G: W: /G: W: /G: UM B W B W W: WY K WY K B BX.W M V.W V F M V VF M W M /G: : UM BUG M V.W UM YM V M V V F V M M B W M V.W.W K V UM UXY V K.W B W M X V MY B W F Y V V F V BG. MB F V F BX V W UF V M V M V B W G B V UK G W. Z VF M M V 4 3 MB MB FU BUG BX W F. WG. W M V VF M V W F MB K KF V V V V V W M. FM V M Y B W 8 M V M V V K 9. 0 V V G W V F KG. W W W BG. G. W. W M M V F V G F.MB MV o.. MB MB V V V V K B -U M. MB F 9 6 W BW G UM UM V MV K B 4 F 8 FM F.K W F.K V MV M J-U XM F K MV B W 5 BG. "" G V MV B W.B.B B W BG BK F V G W BK V B W 7 V G K UM MY WK B W U B W G W BG BG BG V M. UM MB G G V UM V U V G V G B W B W B W W V G 7-2 V V BG. V G. 3 BG. G U U V F K F V F F G 0 B W 4.50 G FM GU V MB V V MB M V G V X M M X X WK MUUM X. GY B W G 2 G UB BUG BX 8 9 F/M M 0 F K FM B W M V. V F F UM.F M G V. V B W V W V M MB G U 6.5m X 2.6m V WK F G VV M G F F WKWY BK Y F G W. o K U M. G W W K BG. F V F. V MB F 2 M Z F FU F G VB. B VF BY F G MB FU MB W MB KG M U W G F BF V BU UF K K B K B V G U B KF : FF F MY B M. F F V F. WW M BG BY M U U MV UG Water 05/20/206 FK QU,. G. MM,. G.,, WW M U M WK V B : 5/9/ /6/206 o. U F UM #2 B U F B V 3.W. FG:.. K: : :500 WG : 206 UMB: B o. 5-W--03W

14 XM K X 78.0 X. M. MMU B MU M 3 9 X. Y B WY K K K /G=76.98 W75.7 M F UG c/w V 50 V YB 6 /G= V M UM M BUG. F U U WG MU M 3 9 MU M 3 9 XM K G G F Y /G=76.98 =75.72 V K, MU M K B c/w V M UM M BUG. WG F V M UM M BUG MB M BUG G K FF = K G XM K G M XG MX. 3:V 0.5% G M XG MX. 3:V % 0.6% MB F U U M F K F X F K G M XG MX. 3:V XG UV B MV VG 6.00m 8.0 VM : 7.00m : MGM. M () MU W B MM, M UG U, V Y F M W. MG M MU U B / W 48 U F. 2. UB W B MMZ X B, MY MY BZ WK G. 3. K W B W BUY F FG F U. 4. M G U MY B UG/ M G MMZ M UFF FM VG WK. F B MU FFV VG F U UB, UG M, V MU MU B MM MMY MMZ G M. FM FF U B MMY. MU B K U Y. 2: U MG 9. MY W MGY B V, MM MV B M BW UGU. 3: VM M 0. FY FM FF Michael Brestansky (MBKY@ x5699) J MG (aniel Brent at x5774) 48 U MMG U.. VM M W B, V V, U V U V M U VM FFVY MG U. VM M FY FM FF J MG F U. 5. VM M W W, W GU B, FWG /WM V, M WK, U WK M, WG UWG, - - W WK. U VM M W FM FF W. 6. V, UG M U, W B V Y F UM U, B, UBB, U UB W. VU FUG M W B U MMUM F 30 M FM W. 7. G W GUY F W B M M. 8. / M W V Y V F F J U WK W B U UG FVUB W. U UX M Z, W MV UFX M FM G M F WU V U BU FW,.G., FU K, -, MY, QUM, U M,.. 9. WG/UWG B VM 30 M FM WU W W UG W-VG. WG FFU B Y Y WU, W F, W UB W WK. MU B M F FFV M V M BJV F VG F M W. Water WW M U FK QU,. G. MM,. G. BG BY M U MV UG M 05/20/206, WW M, U V 5/9/206 U F UM #2 B :.W. FG:.. K: B o. 5-W--03W 0 4/6/206 U F B o. V 4 : :250 : 206 WG UMB:

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