HomeMy WebLinkAboutPermit Field Test & Inspection Report 2009-9-23
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Geoled1nical & Construction Services
Daily Field Report
Client: EWEB Project: Hayden Bridge Water Filtration Date: 09-23-09
500E, 4th Ave, Plant Expansion Project No,: 2087168
Eugene, Oregon Springfield, Oregon Report No.: E-24039
Inspector: A, Fenstermacher
?f15'1 4o.L-j ck.1l Gnc~ ILeA, ID No.: 5258882-49
ICC
Inspection of: Reinforcing Steel Weathe~: Ciear Continuous Inspection: D
Contractor: Wildish Building BP No,: 2008-00225 Periodic Inspection: 0
Performed preliminary inspection on the reinforcing steel for filter building, south wall,
east section (slab to bottom of roof), north interior easUwest high wall (slab to top),
Reinforcing steel was checked for grade, size, laps, quantities, locations, ties and
supports, A final inspection will be performed prior to concrete placement.
Jake Stucky (Wildish) was asked to notify our office when additional, services are
needed,
, To the best of our knowledge, the work inspected was in accordance with plans dated
02/2008) and applicable workmanship provisions of the I.B,C" except if noted above,
7)::::; ~
, ' Ae--
Michael L. Meyer
Technical Manager
c:
EWEB- Mike Stickling (email)
EWEB- Wally McCullough (email)
OBEC- Pete Siocum (em ail)
Wildish Building Co,- Kevin Fitzjarrell (email)
Wildish Building Co,- Jake Stucky (email)
City of Springfield
MLM:sc
,~:
This report and/or enclosed test data is the confidential property of the client to who,m it is addressed and pertains to the specific
process and/or material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part
thereof be disclosed without FEI Testing & Inspection. Inc.'s written authorization.
7ffJ NN Cornell Avenue' Corvallis, Oregon 97330, phone (541 ) 757-4698, fax (541) 757-2991
2954DBAiljXrtRrnd' Eugene, Qegm97402' ptme(541)684-3849 'fax(541)684-3851
62979 NE Plateau Drive, Suite 3 ' Bend, Oregon 97701 'phone (541) 382-4844 ' fax (541) 382-4846
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GeoIed1nic81 II. C..onslnxmnServffis
Compressive Strength of Concrete
lASTM C 39\
TIME OF TYPE OF
TEST FRACTURE**
11:55AM 5 I
9:55 AM 3 I
10:00 AM 4 I
I
CLIENT
DATE
PROJECT NO,
REPORT NO,
EWES
500E, 4th Ave,
Eugene, Oregon 97440
PROJECT Hayden Sridge Water
Filtration Plant Expansion
'J()c:..1" nSpringfield, Qregon_
J"tJ I ,_I1:O-.lIdxYi &nc~ ~.
SP NO, 2008-00225
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO,
CONCRETE TEMP
AIR TEMP
POUR LOCATION
08-26-09 CAST BY A, Fenstermacher
4000 psi
4000 psi SACKS
40-SE7 CEMENT
Super; Eclipse; AEA
1 TICKET NO, 3442746
840 F YARDAGE 6,5 OF 16,0
750 F WEATHER Clear
Filter building center wall, west half,
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG,
AIR CONTENT
SLUMP
TIME
SPECIMEN,STORAGE
LOAD 1 SAMPLED
1st lift,
TEST AGE AREA WEIGHT TOTAL COM PRESSIVE
''OA TE (DAYS) (IN,') (LBS) LOAD (LBS) STRENGTH (PSIl
I ~ 09'02-09 7 12,56 8,55 53215 4240
I I', I 28 6170
09,23-09 12,56 8.49 77530
I 09-23-09 I 28 12,56 8,51 71250 5670
I Hold I
AVERAGE
STRENGTH
(PSI)
5920
"1- End Cones 2 - Cone/Split 3 -Columnar 4- DiagonalS-Side (top or bottom) 6-Side (pointed lop orbotlom)
REMARKS: Jake Stucky (Wildish) was advised of on-site test results,
Reviewed By:
flT.1 fLv--/
Michael L, Meyer
Technical Manager
c:
EWES- Mike Stickling (email)
EWES- Wally McCullough (email)
OSEC- Pete Slocum (email)
Wildish Building Co,- Kevin Fitzjarrell (email)
Wildish Building Co,. Jake Stucky (email)
City of Springfield
Knife River '
('"
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09-23-09
2087168
6616
08.27-09
4" x 8"
Knife River
3/4"
3,5%
61/2"
1:00 PM
ASTM C 31
This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific
process and/or material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part
thereof be disclosed without FEI Testing & Inspection, Inc,'s written authorization.
750 NW Cornell Avenue' Corvallis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991
29540 SAirport Road' Eugene, Oregon 97402, phone (541) 684-3849 'fax(541) 684-3851
62979 NE Piateau Drive, Suite 3 'Bend, Oregon 97701 'phone (541)382-4844' fax (541) 382-4846
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Compressive Strength of Concrete
fASTM C 39\
11:"'llilrf;'ilI~~'~;'IIIU.IH. Geoted1nrnl & Construction SP.rvices
CLIENT
PROJECT Hayden Bridge Water
Filtration Plant Expansion
,I _ Springfield, Oregon
?515i -mv1cLtn ex--;~ eo,
BP NO. 2008-00225 '
DATE
PROJECT NO.
REPORT NO,
EWEB
500E. 4'h Ave,
Eugene, Oregon 97440
09-21-09
2087168
6607
08-24-09 CAST BY D, Delatte DATE RECEIVED 08-25-09
4000 psi SPECIMEN SIZE 4" x 8"
4000 psi SACKS SUPPLIER Knife River
2440KIUOKS CEMENT MAX SIZE AGG, 3/4"
AEA, Super, Eclipse AIR CONTENT 3,7%
1 TICKET NO, 3442578 SLUMP 61/2"
70" F YARDAGE 10,0 OF 40,0 TIME 7:20 AM
49" F WEATHER Clear SPECIMEN STORAGE ASTM C 31
Wall in existing flume and elevated slab 80' to 120' from north end and west half of north and south walls
for filter basin
1" lift in walls,
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO,
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 1 SAMPLED
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE
DATE (DAYS) (IN.') (LBS) LOAD (LBSI STRENGTH,(PSn
08-31-09 7 12,56 8.43 49910 3970
09-21-09 28 12,56 8.46 70435 5610
09-21-09 28 12,56 8.46 71200 5670
Hold
AVERAGE
STRENGTH
(PSI)
TIME OF
TEST
3:35 PM
9:10AM
9:15AM
5640
~. 1- End Cones' 2 - Cone/Split 3 _ Columnar 4 - Diagonal 5 - Side (lop or bottom) 6 - Side (pointed top or bottom)
REMARKS: Jake Stucky (Wildish) was advised of on-site test results,
Reviewed By:
;1,/f,~
Michael L. Me.f2
Technical Manager,
c:
EWEB- Mike Sticklin9 (email)
EWEB- Wally McCullough (email)
OBEC- Pete Slocum (email)
Wildish Building Co,- Kevin Fitzjarrell (email)
Wildish Building Co,- Jake Stucky (email)
City of Springfield
Knife River
MLM:sc
This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific
process and/or material evaluated, As such, information contained herein shall not be reproduced in part or full and/or any part
thereof be disclosed without FEI Testing & Inspection, Inc,'s written authorization.
750 NW Cornell Avenue' Corvallis, Oregon 97330' phone (541) 757-4698' fax (541) ~57-2991
29540 B Airport Road' Eugene, Oregon 97402 ' phone (541) 684-3849 ' fax (541) 684-0851
62979 NE Plateau Drive, Suite 3, Bend, Oregon 97701 'phone (541)382-4844' fax (541) 382-4846
TYPE OF
FRACTURE"
5
2
5
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11:r.'II~lfl;"I~I.'~~'lllh'lIl\11.
GAOtemnical & C.llIlstrug!jon Services
Compressive Strength of Concrete
(ASTM C 39\
CLIENT
EWEB
500E. 4" Ave,
Eugene, Oregon 97440
PROJECT Hayden Bridge Water
Filtration Plant Expansion
IJQ ,Springfield, Oregon
') \<Yl fuq QU) l)-ric~ eel,
BP NO, , 2008-00225
DATE
PROJECT NO,
REPORT NO.
09.21-09
2087168
6655
DATE CAST 09-14-09 CAST BY 0, Delatte DATE RECEIVED 09-15-09
STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4" x 8"
STRENGTH PLACED 4000 psi SACKS SUPPLIER Knife River
PRODUCT CODE 2440KIUOKS CEMENT MAX SIZE AGG, 3/4"
ADDITIVES Super; Eclipse; AEA AIR CONTENT 5,8%
LOAD NO. 1 TICKET NO, 3443308 SLUMP 41/4"
CONCRETE TEMP 76' F YARDAGE 8,0 OF 24,0 TIME 8:40 AM
AIR TEMP 63' F WEATHER Overcast SPECIMEN STORAGE ASTM C 31
POUR LOCATION North section of west wall for filter basin and wail in flume between filter N1 and N2,
LOAD 1 SAMPLED 1 ,t lift in filter basin wall.
TEST::,
DATE
09-21.09
10-12-09
10-12-09
Hold
AGE
, (lJAYS)
7
'28
28
AREA
(IN')
12,56
WEIGHT
(LBSI
8,14
TOTAL
LOAD (LBSI
45950
COMPRESSIVE
STRENGTH (PSIl
3660
AVERAGE
STRENGTH
(PSI)
TIME OF
TEST
I : 9:40 AM
I
I
TYPE OF
FRACTURE**
2
I
.1
I
"
'"
"1- End Cones 2 -Cone/Split 3- Columnar 4 - Diagonal 5-Side (top or b~Uom) 6-Side (pointed top or bottom)
REMARKS: Mike Stickling (EWEB) was advised of on-site test results,
; ~ . .
Reviewed By:
t:a~~~r
Technical Manager
c:
EWEB- Mike Stickling (email)
EWEB- Waily McCullough (email)
OBEC- Pete Slocum (email)
Wildish Building Co,- Kevin Fitzjarreil (email)
Wildish Building Co,- Jake Stucky (email)
, City of Springfield
Knife' River, ..
RECEIVED'
SEP 2 3 J009
MLM:sc
This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific
process and/or material evaluated, As such, information contained herein shall not be reproduced in part or full and/or any part
thereof be disclosed without FEI Testing & Inspection, Inc,'s written authorization.
750 NW Cornell Avenue' Corvallis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991
29540 BAirport Road' Eugene, Oregon 97402, phone (541) 6B4--3849 'fax(541)684-3851
62979 NE Plateau Olive, Suite 3' Bend, Oregon 97701' phone (541) 382-4844' fax (541) 382-4B46
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Page 1 of 1
G".,,~ ,lical & Construction SeIVices
Daily Field Report
.1~'IIHrt;"I~~"~~IfI'H IW!I
Client:
Project: Hayden Bridge Water Filtration
Plant Expansion
Springfield, Oregon
Date:
Project No.:
Report No.:
Inspector:
ID No.:
EWEB
500E, 4th Ave,
Eugene, Oregon
jq51 ~O-qdfl\ ~Y'lC~ Q..ct,
09-21-09
2087168
E-24019
D, Delatte
1080867-88
ICC
Inspection of: Reinforced Concrete
Contractor: Wildish Building Co,
Weather: Clear
BP No.: 2Q08-00225
Continuous Inspection: 0
Periodic Inspection: I!'I
Performed final inspection on the reinforcing steel for concrete walis for filter basin,
east half of center wall and north wall and two (2) interior walls in the southwest corner
of basin for gullet area, Preliminary reinforcing steel inspection was performed by our
, office on 09-15-09 (ref: FEI report E-23958),
Observed the placement of 47,0 yards of Knife River 4000 psi concrete (mix
2440KIUOKS) into walls noted above, Concrete was placed by pump and was
mechanically consolidated, Cast one (1) set of four (4) 4" x 8" concrete test cylinders
from load 1, Slump - 7"; air temperature - 481"; concrete temperature - 67F; air
content - 3,5%, Load 2 air was 4% and load 3 was 3,7%,
:'.Jake (Wildish) and Mike Stickling (EWEB) were advised of the on-site test results,
To the best of our knowledge, the work inspected was in accordance with plans dated
02/2008 and applicable workmanship provisions of the I.B,C" except if noted above,
Reviewed By:
1h.1-'~
Michael L. Meyer
Technical Manager
c:
EWEB- Mike Stickling (email)
EWEB- Wally McCullough (email)
OBEC- Pete Slocum (email)
Wildish Building Co,- Kevin Fitzjarrell (email)
Wildish Building Co,- Jake Stucky (email)
City of Springfield '
MLM:sc
This report and/or enclosed test data is the confidential property of the client to whOl)1 it is addressed and pertains to the specific
process and/or material evaluated. As such, information contained herein shall not be reproduced in part or full andfor any part
th~reof be disclosed without FEI, Testing & Inspection, Inc.'s written authorization.
7m 1m ComeIIAvenue' eavalrts, Oregon 97330' phone (541) 757-4698, fax (541) 757-2991
29540 B Airport Road ' Eugene, Oregon 97402 ' phone (541) 684-J849' fax (541) 684-3851
62979 NE Plateau Drive, Suite 3', Bend, Oregon 97701 ' phone (541) 382-4844' fax (541) 382-4846
RECEIVED
SEP 28 2009
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Page 1 of 1
Ch.,~VV: ,nical & Construction Services
Daily Field Report
.1:".II!rt;.uI~~'~:.lllhl_
Client:
Project: Hayden Bridge Water Filtration
Plant Expansion
Springfield, Oregon
Date:
Project No.:
Report No.:
Inspector:
10 No.:
EWEB
500E, 4th Ave,
Eugene" Oregon
'3g51 Hc<qdff'\ bY1'oLr r.~\,
Inspection of: Reinforcing Steel
Contractor: Wildish Building
Weatl1.~r: Clear,
BP-No,: 2008-00225
Continuous Inspection: D
Periodic Inspection: 0
Performed preliminary reinforcing steel on walls as follows: two (2) interior walls for
gullet in the southwest corner of filter basin (west section); center wall of filter basin
east section and east section of north wall of said filter basin, Reinforcing steel was
checked for grade, size, lap, placement, quantities and clearance, Reinforcing steel
was secured with tie wire, Hook bars for slab connection and trim bar need to be
installed, Final inspection will be performed prior to concrete placement.
Jake Stucky (Wildish) was advised of our on-site observations,
To the best of our knowledge, the in-progress work inspected was in accordance with
plans dated 08/2008 and applicable workmanship provisions of the I.B,C" except if
noted above,
Reviewed By:
/h. -j /A..u, ----
Michael L. ~eyr
Technical Manager
c:
EWEB- Mike Stickling (email)
EWEB- Wally McCullough (email)
OBEC- Pete Slocum (email)
Wildish Building Co,. Kevin Fitzjarrell (email)
Wildish Building Co,- Jake Stucky (email)
City of Springfield
MLM:sc
This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pe~ains to the specific
. process and/or material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part
thereof be disclosed without FEr Testing & Inspection, Inc.ts written authorization,
750 NN Comel Avenue' Cavallis, Oregm 97330 ' phone (541) 757-4698 ,fax (541) 757-2991
29540 BAirportRoad' Eugene, Oregon 97402' phone (541)684-3849' fax (541) 684J851
62979 NE Plateau Drive, Suite 3 ' Bend, Oregon 97701 ' phone (541) 382-4844 ' fax (541) 382-4846
09-1 5-09
2087168
E-23958
D, Delatte
1080867-88
ICC
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Page 1 of 1
Geotechnical & Construction Servires
Daily Field Report
.i~'.h'let;.I~.'~~'llfJ~_
Client:
Project: Hayden Bridge Water Filtration
Plant Expansion
Springfield, Oregon
Date:
Project No,:
Report No.:
Inspector:
ID No,;
EWEB
500E, 41h Ave,
Eugene, Oregon
jC\51 ,\:\C^~ldf.V\ 6Y1~ ~(\,
09-14-09
2087168
E-23934
D, Delatte
1080867-88
ICC
Inspection of: Reinforced Concrete
Contractor: Wildish Building
Weather: Overcast
ElP-~Q",' 2Q08-00225
Continuous Inspection: 0
Periodic Inspection: Ii'!
Performed inspection on the reinforcing steel in wall and lid within fiume, between filter
N1 and filter N2 and the north section of west wall of filter basin, Reinforcing steel was
checked for grade" size, lap, placement, quantities and clearance, Preliminary
reinforcing steel inspection was performed by our office on 09-04-09 (ref: FEI report
E23854),
Observed the placement of 16,0 of 24,0 yards of Knife River 4000 psi concrete (mix
2440KIUOKS) into areas noted above, Concrete was placed by pump and ,was
mechanically consolidated, Cast one (1) set of four (4) 4" x 8" concrete test cylinders
from load 1, Slump - 41/4"; air temperature - 63F; concrete temperature - 76F; air
content - 5,8%,
Mike Stickling (EWEB) was asked to notify our office when additional services are
needed,
To the best of our knowledge, the work inspected was in accordance with plans dated
02/2008 and applicable workmanship provisions of the I.B,C" except if noted above,
Reviewed By:
/J1, ,-/.~
Michael L. MeyM
Technical Manager
c:
EWEB- Mike Stickling (em ail)
EWEB- Wally McCullough (email)
OBEC- Pete Slocum (em ail)
WildishBuilding Co,- Kevin Fitzjarrell (em ail)
Wild ish Building Co;- Jake Stucky (em ail)
City of Springfield
MLM:sc
This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific
process and/or material evaluated, As such, information contained herein shall not be reproduced in part or full and/or any part
. thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization, '
7m NoN Cornell Avenue' Corvallis, Oregon 97330' phme (541) 757-4698, fax (541) 757-2991
29540 B Airport Road ' Eugene, Oregon 97402 ' phme (541) 684-J849 ,fax (541) 684J851
62979 NE Plateau Drive, Suite 3, Bend, Oregon 97701 'phone(541)382-4844' fax (541) 3824846
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11:.'ml~;41h''''lI;'lllnliliL. G...A.J~~ II .jcal &- Q)ns.tn JCtion Services
Compressive S~rength of Concrete
(ASTM C 39\
CLIENT
EWEB
500E, 4th Ave,
Eugene, Oregon 97440
DATE
PROJECT NO,
REPORT NO,
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO,
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 1 SAMPLED
PROJECT Hayden Bridge Water
Filtration Plant Expansion
Ct' ,_. .-Springfield"Oregon... ,
~ 151 \-\g,'\[dRn ljD(~ Rv\,
BP'iIIo. 2008-00225,'
08.11-09
2087168
6531
07-14-09 CAST BY D, Delatte DATE RECEIVED 07.15-09
4000 psi SPECIMEN SIZE 4" x 8"
4000 psi SACKS SYPPLlER Knife River
2440KIUOKS CEMENT MAX SIZE AGG, 3/4"
AEA, Super AIR CONTENT 3,5%
1 TICKET NO, 3444628 SLUMP 71/4"
72' F YARDAGE 10,0 OF 51.0 TIME 6:30 AM
53' F WEATHER Overcast SPECIMEN STORAGE ASTM C 31
Northeast, southeast and center west slab on grade sections for filter basin~, Catch basin pit slab at alum'
truck unloading pad,
Southeast slab section,
AVERAGE
STRENGTH
(PSI)
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE
DATE, (DAYS), (IN,') (LBS) LOAD (LBS) STRENGTH (PSIl
07~21-09 7 I 12,56 8,52 58495 4660
08-11-09 28 I 12,56 8,51 74290 5910
08-11-09 28 I 12,56 8,53 72100 5740
Hold I
5825
TIME OF
TEST
1:00 PM
12:10 PM
12:15 PM
..,_ End Cones 2 _ Cone/Splil 3 -Columnar 4- Diagonal 5- Side (top or bottom) 6 -Side (pointed lop or bottom)
REMARKS: Jake Stucky (Wildish) and Mike Stickling (EWEB) were advised of on-site test results,
Reviewed By:
/h,-I,/1..~
Michael L ~:7
T echnicalManager
c:
EWEB- Mike' Stickling (email),
EWEB- Wally McCullough (email)
OBEC. Pete Slocum (email)
Wildish Buildin9 CO,-'Kevin Fitzjarrell (email)
Wildish BuildingCo,- Jake Stucky (email)
City of Springfield
Knife River
MLM:sc'
TYPE OF
FRACTUREri
2
5
5
RtCtl'VfD
41Jr; ,
J 11009
This reportand/or enclosed test data is the confidential property of the clierit to whom it is addressed and pertains to the specific
process andfor material evaluated. As such, information contained herein shall not'be reproduced in part or'full and/or any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization,
750 NW Cornell Avenue' Corvallis, Oregon 97330 ' phone (541) 757-4698 ' fax (541) 757-2991
29540 B Airport Road' Eugene, Oregon 97402 ' phone (541) 684-3849 ' fax (541) 684-3851
62979 NE Plateau Dlive, Suite 3 , Bend, Oregon 97701, phone (541)382-4844' fax (541) 382-4846
~p.",.
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~~
Page 1 of 1
Go..,:cJ " ,:CaJ & Cons1ru<fun Services
Daily Field Report
11:"llflfl;"I~~':l;'IIII~.ltl.
Client:
Project: Hayden Bridge Water Filtration
Plant Expansion
_ j'!pringfielQ, 9~,:gon
0%1, ~d.tnJ?~' ~,
Date:
Project No,:
Report No.:
Inspector:
ID No.:
EWEB
500E, 4th Ave,
Eugene, Oregon
06-17-09
2087168
E-23177
D, Delatte
1080867.88
ICC
Inspection of: Reinforcing Steel
Contractor: Wildish Building Co,
Weather:_ Overcast
BP}[o'.: 2008c00225
Continuous Inspection: 0
Peri6dic Inspection: Ii"!
Performed preliminary reinforcing steel inspection for weir box walls south of new filter
building, east wall of new filter building and north and south walls between existing
building and new filter building from slab/578,5 to approximately 582,7, Reinforcing
steel was checked for grade, size, lap, placement and clearances, Contractor'has one
, (1) side of forms installed at this time, Final inspection of reinforcing steel and
clearance will be performed prior to concrete placement.
To the best of our knowledge, the work inspected was in accordance with plans dated
02/2008 and applicable workmanship provisions of the I.B,C" except if noted above,
Reviewed By:
/JJ . 'i/~______
Michael L. Me(e'r'
Technical Manager
c:
EWEB- Mike Stickling (email)
EWEB. Wally McCullough (email)
OBEC- Pete Siocum (em ail)
Wildish BuildingCo,- Kevin Fitzjarrell (email)
Wildish Building Co,- Jake Stucky (email)
City of Springfield
MLM:sc
This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific
process and/or material evaluated. As such, information contained herein shall not be reproduced in partor full and/or any part
thereof be disclosed without FEI Testing & Inspection, Inc,'s written authorizatipn.
7ffJ t--NV ComeIIAvenue' Corvallis, Oregon 97330, pha1e(541) 757-4698, fax (541) 757-2991
29540 BAirport Road ' Eugene, Oregm 97402 ' phone (541) 684-3849 ,fax (541) 684-3851
62979 NE Plateau Drive, Suite 3 ' Bend, Oregon 97701 'phone (541) 382-4844 ' fax (541 ),382-4846
RtCf '
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