Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My Public Portal
About
Box 505 REK #1 AFFIDAVIT OF JOHN EIGLER
I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 RON T. BLEWETT ISB NO. 2963 CLARK and FEENEY The Train Station, Suite 201 13th and Main Streets P. O. Drawer 285 Lewiston, Idaho 83501 Telephone: (208)743-9516 Facsimile: (208)746-9160 Attorneys for Plaintiff UNITED STATES DISTRICT COURT FOR THE DISTRICT OF IDAHO EMPLOYERS INSURANCE OF WAUSAU) A MUTUAL COMPANY, a Wisconsin ) mutual company, ) ) Plaintiff, ) ) vs. ) ) ST. CLAIR CONTRACTORS, INC., an ) Idaho corporation; ARLISS A. ST. CLAIR; ) RANDALL T. ST. CLAIR and ) CINDY M. ST. CLAIR, husband and wife; ) DENNIS RAY ST. CLAIR and ) KAREN ELAINE ST. CLAIR, husband ) and wife; THE CITY OF McCALL, an ) Idaho municipal corporation; ) INTERWEST SUPPLY, INC., an Idaho ) corporation; and DEVELOPERS SURETY ) & INDEMNITY CO., an Iowa corporation, ) ) ) ) INTERWEST SUPPLY, INC., an Idaho ) ) ) Defendants. corporation, AFFIDAVIT OF JOHN EIGLER IN SUPPORT OF PLAINTIFF'S CONSOLIDATED MOTIONS FOR PARTIAL SUMMARY JUDGMENT 1 U.S. District Court Case No. CIV01-0629-S-BLW AFFIDAVIT OF JOHN EIGLER IN SUPPORT OF PLAINTIFF'S CONSOLIDATED MOTIONS FOR PARTIAL SUMMARY JUDGMENT LAW OFFICES OF CLARK AND FEENEY LEWISTON. IDAHO 83501 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 Counterclaimant and Crossclaimant, ) ) vs. ) ) EMPLOYERS INSURANCE OF ) WAUSAU A MUTUAL COMPANY, a ) Wisconsin Mutual Company, ) ) Counterdefendant, ) ) and ) ) THE CITY OF McCALL, an Idaho ) municipal corporation, ) ) Crossdefendant. ) ) ST. CLAIR CONTRACTORS, INC., an ) Idaho corporation, ) ) Crossclaimant, ) ) vs. ) ) THE CITY OF McCALL, an Idaho ) municipal corporation, ) ) Crossdefendant. ) ) ST. CLAIR CONTRACTORS, INC. , an ) Idaho corporation, ) ) Third -Party Plaintiff, ) ) vs. ) ) OLDCASTLE PRECAST, INC., d/b/a ) AMCOR PRECAST, ) ) Third -Party Defendant. ) AFFIDAVIT OF JOHN EIGLER IN SUPPORT OF PLAINTIFF'S CONSOLIDATED MOTIONS FOR PARTIAL SUMMARY JUDGMENT 2 LAW OFFICES OF CLARK AND FEENEY LEWISTON, IDAHO 83501 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 STATE OF County of ) ) ss. JOHN EIGLER, after first being duly sworn on oath deposes and says: 1) That I am a bond claim consultant, and was retained by Employers Insurance of Wausau ("Wausau") in the year 2000 to perform investigation, advice, and provide recommendations to bond claim supervisor, Judith Rheinschmidt, for her consideration in regard to the J-Ditch Phase II Project. I have reviewed the Project Manual, the Performance Bond, and have visited the project at various times and had various meetings with the engineer and the contractors involved, and have familiarity with the facts described in this Affidavit. 2) That I was involved in assisting Wausau in coordination of a replacement contractor to complete the work after the termination of St. Clair Contractors, Inc. ("St. Clair"). As these efforts were initiated in January and February, 2000, I found that the City of McCall had paid nothing for the geomembrane liner (Bid Item 19) which had been installed the previous year. One of my early priorities with Wausau was to obtain payment for the liner. 3) In order to obtain payment for the liner, I helped to coordinate the return of St. Clair's liner subcontractor, Serrot International, to the jobsite. I was familiar with the work that Serrot International did in the spring of 2001. Serrot's work in the spring of 2001 involved some comparatively minor quality control testing, inspection and repair prior to Pay Application No. 8. I have reviewed Deposition Exhibit 61, a copy of which is attached, and which includes a true copy of Pay Application No. 8 submitted to the City of McCall. I was involved in preparation of the information for the pay application. As of April 6, 2001, J-U-B Engineers, through Matt Uranga, AFFIDAVIT OF JOHN EIGLER IN SUPPORT OF PLAINTIFF'S CONSOLIDATED MOTIONS FOR PARTIAL SUMMARY JUDGMENT 3 LAW OFFICES OF CLARK AND FEENEY LEWISTON, IDAHO 83501 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 Project Engineer, had authorized payment through Pay Application No. 8 of $309,095.83 for installation of geomembrane liner which had been installed in the reservoir. His signature is shown on Pay Application No. 8. At the time that the payment was authorized, the work described in Serrot International's letter of April 2, 2001, (which is part of Pay Application No. 8), was still required to be performed. This included 130 repairs, a final walk-through, repair of final walk-through areas, and installation of ladders, all in relation to panels 1 through 62. Even though the work was not 100% complete in this respect, J-U-B authorized payment for the work. There was never any explanation from J-U-B Engineers why these funds were not earlier authorized for payment based upon a percentage of completion to St. Clair in the previous year. 4) Through the course of my work on the J-Ditch Phase II Project, I also became aware of work on the wet well, which J-U-B Engineers required for the first time in the year 2001, based upon a review of photographs taken in the year 2000. In discussions with Matt Uranga and George Wagner during the summer and fall of 2001, they told me on various occasions that they had reviewed photographs with a magnifying glass and determined based on the photos that the work photographed the previous year was defective. This work was identified in George Wagner's letter of July 25, 2001, and in Matt Uranga's letter of September 5, 2001, which are Deposition Exhibits 54 and 55, respectively, true copies of which are attached here. The work included without limitation the alleged defects in the exterior thrust restraint on the bottom and middle penetrations to the primary wet well, as well as the fact that the middle penetration to the primary wet well was cored on a joint in the wet well sections. These alleged defects could have been comparatively easily and quickly fixed had the notice of alleged defect been given by J-U-B Engineers while these AFFIDAVIT OF JOHN EIGLER IN SUPPORT OF PLAINTIFF'S CONSOLIDATED MOTIONS FOR PARTIAL SUMMARY JUDGMENT 4 LAW OFFICES OF CLARK AND FEENEY LEWISTON. IDAHO 83501 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 components of the construction were photographed. At the time they were photographed, they were above ground and readily accessible. These components of construction were buried in the ground from 30 to 60 feet deep, they were encased in the dike embankment, the dike embankment was in turn covered with geomembrane liner, and the effluent reservoir was filling with sewage effluent, all before any notice of defect was given. The late notice of defect made it very difficult to correct the problem and delayed the project substantially in that, among other things, J-U-B had to design a new system to repair the alleged defects to the satisfaction of J-U-B Engineers, and one had to repair the alleged defects from the interior wet well by supplemental construction components, rather than simply fixing the alleged problem while it was above ground and before it was encased in concrete. 5) The belated notice of these defects genuinely worked to the disadvantage of Wausau as surety because Wausau couldn't even inspect many of the alleged defective components (now underground) to determine whether or not the defects actually existed. Furthermore, the repair was more difficult and expensive after the construction components were encased in concrete and buried, and since the repair had to come from the inside of the wet well. The ultimate completion of the work was delayed by reason of the late notice, thereby increasing completion cost of the project as well as increasing the time for final completion. Work on these items continued until at least late in 2002. Further your affiant sayeth not. AFFIDAVIT OF JOHN EIGLER IN SUPPORT OF PLAINTIFF'S CONSOLIDATED MOTIONS FOR PARTIAL SUMMARY JUDGMENT 5 LAW OFFICES OF CLARK AND FEENEY LEWISTON. IDAHO 83501 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 DATED this 1/6 day of April, 2003. JOHN E SUBSCRIBED AND SWORN to before me this if day of April, 2003. 6.4-€L7iN-729 NOTAR UBLIC FOR S/TAT OF NtUR4Y/ CO Residin at: 57e W- 6/6/6 g7.1-7(6 Commission expires: /h 3 - • / AFFIDAVIT OF JOHN EIGLER IN SUPPORT OF PLAINTIFF'S CONSOLIDATED MOTIONS FOR PARTIAL SUMMARY JUDGMENT l'411*"7. 61.16."116,14111:1Z.SEAas".6L'ia.ighid‘.41--tiTh ElizalTth M. l'efuniz Nton; Pt stoic. cy: Nvw MC'Xi9,f4/ . My Ccrrn-li.is r...xplraV0/0076 1 16 I .P.1411 6 LAW OFFICES OF CLARK AND FEENEY LEWISTON, IDAHO 83501 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 I hereby certify on the day of April, 203, a true copy of the forego instrument was: �' ' Mailed Faxed Hand delivered Overnight mail to: Ms. Susan E. Buxton Moore, Smith, Buxton & Turcke, Chtd. 225 N. 9th Street, Suite 420 Boise, ID 83702 Mr. William A. McCurdy Brassey, Wetherell, Crawford & McCurdy 1001 W. Idaho, 3`d Floor P. O. Box 1009 Boise, ID 83701-1009 Mr. Geoffrey J. McConnell Mr. Paul Boice Meuleman & Miller, L.L.P. 960 Broadway Avenue, Suite 400 Boise, ID 83706 Mr. Kenneth D. Nyman, Esq. Anderson, Julian & Hull 250 S. 51h, Suite 700 P. O. Box 7426 Boise, ID 83707 Mr. David Kerrick David Kerrick & Associates 1001 Blaine Street P. O. Box 44 Caldwell, ID 83606 CLARK and FEENEY By Attomeys for Plaintiff AFFIDAVIT OF JOHN EIGLER IN SUPPORT OF PLAINTIFF'S CONSOLIDATED MOTIONS FOR PARTIAL SUMMARY JUDGMENT 7 LAW OFFICES OF CLARK AND FEENEY LEWISTON, IDAHO 83501 DEPOSITION EXHIBIT 54 " J u d i t h . R h e i n s c h m i d t " " . W a u s a u . I n s u r a n c e ; C o m p a n i e s " ' p . 0 . B o x . 8 O 1 . 7 : W a u s a u , W I 5 4 4 0 2 - 8 0 1 7 : " D e a r . M s : R h e i n s c h m i d t : J - U - B E N G i N E E R S , : I n c : . " , E N G I N E E R S " S U R V E Y O R S " P L A N N E R S . " R e g i o r i e l O f f i c e " " - " 2 5 0 S o u i h B e e c h w o b d ' A v e n u e , S u i t e 2 0 i " B o i s e , I D ' 8 3 7 0 9 - 0 9 4 4 2 0 8 - 3 7 6 - 7 3 3 0 F a x : 2 0 8 3 2 3 - 9 3 3 6 . " " J : J : F L " A U G 2 . . . ? O : 1 " S U R E T Y L A W D E P r . W e t w e l l ' ' D e f e c t s . . . " . I n a d d i t i o n : t o : t h e d e f e c t s n o t e d i n " e a r l i e r c o r r e s p o n d e n c e , w e n o w h a v e ' i d e n t i f i e d t w o " a d d i t i o n a l d e f e c t s f n . t h e c o n s t r u c t i o n o f t h e w e t w e l l f o r t h e " e f f l u e n t p u m p s t a t i o n , a t t h e " . " J - D i t c h p r o j e c t : . F i r s t , : . i t " a p p e a r s " t h a t r e b a r " w a s n o t i n s t a l l e d i n t h e c o n c r e t e t h r u s t r e s t r a i n t " " f o r ' t h e m i d d l e i n l e t p i p e : T h e s e c o n d d e f e c t i n v o l v e s t h e p o t e n t i a l l a c k " o f t h r u s t r e s t r a i n t . f o r " " . . t h e b o t t o m i n l e t p i p e d u e " t o t h e m e t h o d o f a t t a c h m e n t b e t w e e n a m e c h a n i c a l j o i n t t e e a n d . t h e f l a n g e d b y , p l a i n - e n d s p o o l p i e c e i n s t a l l e d i n t o t h e w e t w e l l : ' P h o t o g r a p h s , f o r b o t h o f t h e s e . i n s t a l l a t i o n s h a v e b e e n . p r o v i d e d t o . B r e t t B a r r y o f I n t e r w e s t S u p p l y . . " " P l e a s e s e e A r t i c l e 1 3 o f . t h e C o n t r a c t D o c u m e n t s : f o r . y o u t " o b l i g a t i o n s a s r e t a t e s " : t o t h i s ' d e f e c t i v e w o r k . " S i n c e r e l y , , " J = 1 J = B � N G I N E E R S , ' I n c . . " * " " " G e o r g e " . L . W a g n e r ; i ? : E . _ " V i c e P r e s i d e n t " . . . . ' G L . W : l h c . . " " " ' ' c c : " : " J . " M a t t U r a n g a , " P E . - - " " " : J o h n . " E i g l e r , = W a u s a u : " . ; : ' . R o b e r t S t r o p e , C i t y ' M a n a g e r " - B r e t t B a r r y , P . E " . , . i n t e r w e s t S u p p l y F . A p r o * i t 1 6 2 2 1 a d f n i n \ R h e i n s c h m i d t 7 - 2 4 0 1 " d e f e c t i v e w o n t . d o c " DEPOSITION EXHIBIT 55 v DEPOSITION EXHIBIT S S" September 5;'2001' • Judith Rheinschmidt... Bond Claim Supervisor .- . Wausau Insurance Companies P.O: Box 8017 Wausau, WI.54402-8017 RE: McCall J-Ditch Phase 2 - Defective Work J-U-B ENGINEERS, inc. ENGINEERS • SURVEYORS • PLANNERS 250 S. Beechwood Avenue, Suite 201 ' Boise, ID 83709-0944 • ' 2081376.7330 FAX: 2081323-9336 - J..J.R. SFP.1• o'7001 SURE rY LAW DEPT J Dear Ms. •Rheinschmidt: As we discussed .over the telephone on August 30, 2001,1ve conducted an examination .of the primary wet well on August 29, 2001, to observe the work that had been conducted by frontier Construction the previous week: While conducting this review, we observed a number of items of Work that.are not in accordance with the Project -Manual and are defective and will have to be addressed. The 450.hp pump is not operating correctly. As you know from your completing contractor, this pump was damaged prior to or during the start-up procedures. Based on what we know to have occurred, we believe it is likely that the portion of compressor hose that was pulled into the pump has damaged the pump. We do•not know the extent of the damage that has occurred. In its current condition, the existing pump is not capable of delivering the design flow (-4,600 gprn) to. ..the J-Ditch mixing station or providing the ability to completely empty the pond. Because the work will not perform its intended function, it is deemed defective. . :While' In the wet well, we also measured the distance from the bottom of the pump bowls to the bottom -Of -the wet well. •This distance,was measured to be approximately four -and -one-half feet (4'-6"). This is contrary to the intent as shownon the plans and as indicated.on the approved shop ..drawings.. Sheet PS3 ofthe construction plans indicate that the•pump•bowls were to be set off the .bottom of the wet well per the pump manufacturer's specifications.' The shop drawings submitted • by the pump manufacturer show the pump bowls being set a.minirrium of six inches (6")'above the . ' floor of the wet well (see attached). Additionally, during the start-up procedures, the pump • manufacturer's representative indicated that the pump bowls were set six to eight inches off the • bottom of the wet well: The• fact remains that the pump bowls are -over four feet above•the . bottom of the.wet well...installation'of the pump at this level significantly reduces the ability of the .Owner to empty the reservoir and this results in a decreased storage capacity for the following winter. For-these.reasons, the work is considered to be -defective. , • During our review ofthe wet well,•we also examined the joints between the different wet well sections:. During this review, it was noted that the joint locations are not -as indicated on the shop drawings for the wet well.(See attached): The most troubling observation that we•made relating to • this issue is the joint location near the middle penetration. This penetration is centered over a . • joint between two wet well sections:: This observation raises several questions- relating to the • integrity of the structure and the ability to form a watertight seal around the joint. The plans show that the penetration hole for the inlet pipes through the wet well is to have a minimum . separation distance of one foot (1') from the nearest wet well joint. The constructed work does 3001943.' " s n e e r s u r v e y o r s P l a n . e r s J u d i t h R h e i n s c h m i d t " . S e p t e m b e r 5 , 2 0 0 1 ' . . P a g e 2 ' " " " n o t m e e t t h i s r e q u i r e m e n t . d e s p i t e t t i e g e o m e t r y i n d i c a t e d o n t h e s h o p . d r a w i n g s . . T h e - e f f e c t s O f ' " t h i s - d e v i a t i o n m a y r e q u i r e a d e t a i l e d s t r u c t u r a l a n a l y s i s t o d e t e r m i n e w h a t c o r r e c t i v e a c t i o n i s " n e e d e d : T h e a f f e c t s . O f t h i s d e f e c t i v e - W o r k . o n t h e i n t e g r i t y o f t h e w e t w e l l s h o u l d . b e r e v i e w e d " " w i t h t h e s u p p l i e r . o f t h e w e t w e l t ' a n d t h e . P r o f e s s i o n a l E n g i n e e r t h a t p e r f o r m e d ' t h e s t r u c t u r a l " . c a l c u l a t i o n s : U n t i l t h i s i s s u e i s r e s o l v e d , t h i s . w o r k . i s c o n s i d e r e d t o b e d e f e c t i v e . . W e ' a t s o : e x a m i n e d t h e p r o d u c t s . t h a t w e r e . . u s e d t o s e a l t h e a n n u l a r s p a c e b e t w e e n t h e p e n e t r a t i n g p i p e l i n e s " a n d t h e w e t w e l l . : W e o b s e r v e d t h a t t h e p r o d u c t s u s e d a r o u n d t h e 2 4 " . i n l e t ; p i p e s a r e . l i n k - s e a l a s m a n u f a c t u r e d b y T h u n d e r l i n e : ' : h o w e v e r ; t h e p e n e t r a t i o n f o r t h e " r e t u r n l i n e f r o m t h e s u r g e r e l i e f v a l v e i s s e a l e d w i t h a n u n k n o w n p r o d u c t t h a t d o e s n o t a p p e a r t o b e . a . l i n k - s e a t . " T h e p l a n s " a n d s p e c i f i c a t i o n s r e q u i r e " t h a t a l l p i p e . p e n e t r a t i o n s b e s e a l e d w i t h a " . L i n k - S e a l T y p e S " a s : m a n u f a c t u r e d b y T h u n d e r l i n e L i n k - S e a l , o r a p p r o v e d e q u i v a l e n t . N o s u b m i t t a l s h a v e b e e n M a d e " p r o p o s i n g a n e q u i v a l e n t p r o d u c t ' a n d n o o t h e r p r o d u c t s h a v e b e e n a p p r o v e d f o r . u s e i n t h i s ' " . . a p p l i c a t i o n : W h i l e w e o n l y " o b s e r v e d o n e i n s t a l l a t i o n : w h e r e a n u n a p p r o v e d p r o d u c t w a s u s e d , ' t h e r e . a r e m a n y l o c a t i o n s " o n " t h e p r o j e c t W h e r e t h e y c o u l d h a v e b e e n u s e d . W e a s k t h a t y o u . p r o v i d e . t h e f o l l o w i n g i n f o r m a t i o n " r e g a r d i n g t h e u n a p p r o v e d p r o d u c t a n d i t s u s e o n t h e p r o j e c t . . " W h a t p r o d u c t h a s b e e n s u p p l i e d a n d i n s t a l l e d ? " I n f o r m a t i o n p r o v i d e d s h o u l d i n c l u d e t h e " m a n u f a c t u r e r a n d s u p p l i e r , p e r f o r m a n c e d a t a f o r t h e p r o d u c t , m a n u f a c t u r e r ' s p r o d u c t " i n f o r m a t i o n , m a n u f a c t u r e r ' s i n s t a l l a t i o n i n s t r u c t i o n s , . a n d t h e m a n u f a c t u r e r ' s o p e r a t i o n a n d ' . . . m a i n t e n a n c e i n s t r u c t i o n s : S e c o n d l y , w e a s k - t h a t y o u p r o v i d e a s t a t e m e n t i n d i c a t i n g w h a t p r o d u c t w a s . u s e d t o ' . p r o v i d e t h e p i p e p e n e t r a t i o n s e a l f o r a l l p e n e t r a t i o n s o n : t h e e p r o j e c t . T h i s w o u l d . " i n c l u d e , b u t i s . n o t l i m i t e d t o , p e n e t r a t i o n s i n b o t h t h e p r i m a r y a n d s e c o n d a r y w e t w e l l s ; f i l t e r . d o s i n g s t r u c t u r e s ; w e i r . b o x e s ; a n d - t h e c h l o r i n e c o n t a c t b a s i n . A l l a p p l i c a t i o n s t h a t u t i l i z e d a . " p r o d u c t " o t h e r - t h a n t h e s p e c i f i e d . l i n k - s e a l a r e d e e m e d d e f e c t i v e a n d w i l l r e q u i r e . c o r r e c t l o n . " " " " A s h a s b e e n n o t e d t o y o u " i n p r e v i o u s c o r r e s p o n d e n c e ; t h e l o c a t i o n ' o f t h e f l a n g e s o n " t h e 2 4 " i n l e t " . p i p e s i n s i d e t h e " w e t W e l l h i v e b e e n d e e m e d d e f e c t i v e : ' U u r i n g . o u r e x a m i n a t i o n . o f t h e w e t w e l l f r o m t h e i n t e r i o r ; w e m e a s u r e d t h e . l e n g t h o f t h e " s p o o l p i e c e s a t e a c h o f t h e t h r e e . p e n e t r a t i o n s i n " t h e p r i m a r y w e t w e l l . T h e p l a n s i n d i c a t e t h a t t h i s s p o o l p i e c e i s t o b e . 2 ' - 6 " � . O u r m e a s u r e m e n t s " i n d i c a t e t h a t . f o r t h e u p p e r t w o p e n e t r a t i o n s , t h i s s p o o l p i e c e i s 2 ' � ' a n d f o r t h e l o w e r p e n e t r a t i o n , ' " i t i s a p p r o x i t h a t e l y 2 0 " l o n g : . " T h i s f s " n o t i n c o n f o r m a n c e . - w i t h t h e P r o j e c t M a n u a l a n d i s , t h e r e f o r e ; " . c o n s i d e r e d d e f e c t i v e . : : " " " I f : y o u h a v e a n y q u e s t i o n s r e g a r d i n g t h i s i s s u e o r . r e q u i r e a d d i t i o n a l c l a r i f i c a t i o n , P l e a s e . c o n t a c t G e o r g e L . - W a g n e r , . . . , o r m e a t ( 2 0 8 ) 3 7 . 6 - 7 3 3 0 . . . " : ' " " . " S i n c e r e l y , J - U = 6 E N G I N E E R S , . . i n c . . : " " J N r a t t . U r a n g a ; P . E : P r o j e c t E n g i n e e r " . J M U : I h c " " " . c c : . - " . R o b e r t S t r o p e ; C i t y o f M c C a l l ' . G e o r g e L W a g n e r , P . E . . , J - U - B " J o h n E i g l e r , W a u s a u . " " . . . J e s s P r a t h e r , i n t e r w e s t F A p r o j e d s \ 1 1 6 2 2 \ a d m a n \ R h e i n s c h r h i d t i 7 A k k " 4 HOLES EO. SP. CN ' 30. o B.C. STRADDLE DISCH. • • 23" T.P.L. MIN. T •C=VITCT 4 A ZS" S0. I ( , „%- P� /zGE NSI F.F. �Sr NC. THRU PLACES EQ. SP. ON B.C. STRADDLE DISCH. I .1 _ Reviewe•„ I 1 Ft.r i& :c _. . i _ a ` Ucr^tt fir.::: ,_ ::;::: Ill DOA-4.4e Lte.-- St•' G: ,;. reviis :lay f_t _•rte i, the dcsia _ con.:-:::: n+ -. ... ! ral corn^it :..0: w:' 1, •�., • ISCH C i I cont-:.:1 -- ts.. .. 1ecn.:eats mace en : _..cc ( MIN. SUBMERGENCE AT RATED FLOW /7.75_ PIT BOTTOM :iance wit::'. ' cc`=y: :.;. j ant::.ci:: �:ioas..,p.ai ! !I'm!: not include nr n:'za 1 •,f .r. _57 1 v:.^,ice• the item 'r ?. cJ:-•cheat. rasp: -tiOle for: Chat sicrs to arc . .related at the ;^xix: iaf_t:r_ ;,erra••,s so..el; to the iai:rt.:t a i to th; it:ans, m:.hoth. technique:. sz • aiac:ceduress of wastruc:ter,::act of hs _.•- her Work with that of aii aw and fr,: performing ai! wore :n a satisfactory mainec 1-U-8 ENGINEERS. Inc. Boise. Idaho Datelllb) 00 By --ev-)A N4f6t4 F.1 k 431:7-4,L1Air: Utt,L-{ 1.3 Wit.... LA. I�� (..uQ1LH tJt L4y/42 NU. I NOTES P.O. NO. ITEM NO. OF UNITS 2- PUMP SIZE /8 2)�C.._ GPM 'IeLcc NO.OF STGS. 2 T.D.H. z?a FT. LIQUID.4'c2. TEMP. ' ""S VISC. COL SIZESHAFT -� 6 p D[A. SEAL CPLG. TYPE �.��e COUPLING GUARD YESE) NO ❑ DRIER MFG. HPV ' c RPM "8 o . VSS ❑ VHS 2 pH, 3 CYCLES Go VOLTS 1"4o • ENCLOSURE lJ,°/ FRAME WEIGHT: PUMP DRIVER 3 000 TOTAL. BOWL hie AD LBS. LBS. LBS. 1327 LBS. q ys LBS. _ I LTR REVISION I Err DATE 2 5 T.P.L. (TOTAL PUMP LENGTH) IS THE DISTANCE TO LOWEST PROJECTION ON PUMP i L00'. TOLERANCE ON ALL DIMENSIONS IS It 3' OR . ± W PER 5 FEET. WHICHEVER IS GREATER. HT - DISTANCE OF DRIVER FACE TO TOP OF HEADSHAFT. ALL DIMENSIONS SHOWN ARE IN INCHES UNLESS OTHERWISE STATED. DRAWING IS NOT TO SCALE. RECOMMENDED DIAMETER RANGE TO CLEAR PUMP, GRAIN, FLUSHLINE AND COLUMN ASSEMBLY IS .o'er MIN./ 2 MAX. • A - I3 N.P.T.-PRELUBE TAP (PRODUCT LURE .ONLY) 8 - '( N.P.T.-AUXILIARY DRAIN C - NPS.F.-SOUND TAP OR DRAIN. D - N.P.T.-GAUGE CONN. (PLUGGED) DRIVER MAY BE ROTATED AT 90' INTERVALS ABOUT VERTICAL CENTERLINE. FOR DETAILS REFER TO DRIVER DIMENSION DRAWINGS. 9 BEFORE STARTING PUMP, IMPELLER MUST BE LIFTED THIS PUMP ASSEMBLY HAS BEEN DESIGNED SO THAT ITS NATURAL FREOUENCY RESPONSES AVOID THE SPECIFIED OPERATING SPEED (OR SPEEDS) BY AN ADEQUATE SAFETY MARGIN. THE DESIGN HAS ASSUMED THE FOUNDATION TO BE RIGID. GOULDS DOES NOT ANALYZE FOUNDATIONS BUT WILL SUPPLY PUMP STIFFNESS AND MASS VALUES, IF REQUIRED FOR SYSTEM REVIEW.• -_� TD-F0e...9W. DO NOT USE FOR CONSTRUCTION UNLESS CERTIFIED CERTIFIED BY TITLE 1DATE OUTLINE MODEL VIT-CT ?>)2C— S77 DRAtl�1 BYTE M ' 16f2 f/oo I GOULDS PUMPS nms TURB E OP6iATION LUBEOCK. TIOCAS S.o. NUMBER 3001945 Task Name Dura Plow Snow ?pump Station and Sound Enclosure Structural Ezcava Worm/Pour Foundations *Cure Time and Baclfill 1 pour Slabs/Pipe Support Pedestals 6 Cure Time 7Place Block - Pump House &Seal Block 9Erect Steel - Sound Enclosure 101nstall Trusses/Roof Sheating/Gypsum Board/Roof Inn 111 install Doors/Windows 1 nstall Metal Roofs/Soffit/Fascia 1 lectrical Rough -In 1 nstall Sound Panels 15Paint - Pump House 16 Electrical Finish 1TTouch Up PainVFinal Grading/Clean-Up 18Punch List for Pump House & Sound Enclosure 19Start-Up and Testing 26Mobilize Earthwork Equipment 12tEackfill 24" Off -Site Drainage Pipe 121 Install 24" Influent Line Stall 18" Force Main/10" Return Line/1.5" Lines Am "Fat" off Outside Slopes at-acktili Area Adjacent to West Dike ike Embankment • FIII 27Top of Dike Final Grading 2LSite Access Roads and Driveways 29Sedimentation Pond/Surface Grading 30Dutlet Protection 31 Landscaping Berm 32Relocate Existing Trees 331Chain Link Fence & Gates 34Misc. Site Cleaning 11. Surface Restoration 35Fifter Station Dosing Modifications 3Wropeller Meter and Sump Pump 3TZhlorination Yard Piping/Telemetry Piping 311rinish Chlorination Electrical and Equipment 39Touch Up Paint/Final Grading/Clean-Up 40runch List for Chlorination 41Start-Up and Testing - Critical 0 Critical Milestone ® Free Flat ! Detay 3d 3d 3d 5d 3d 3d 6d 2d' 4d 4d 44 64 3d 5d 5d 20d 7d 6d 6d 4d 2d 5d r Nonaeed 0 Noncritical Lenstone Total Float.(+) Effort %Complete list Quarter %Comp)' I March 19 IF MITIWIT 0.00%; 0.00%' 0.00% 0.00%, 0.00%' 0.00%. 0.00% 0.00%; 0.00%; 0.00%. 0.00%d 0. 0.00 0. 0. 0. 0.0 0. 0. 0.00% 0.00% 0.00% 0.00% 0.0 0.00 0. 0. April2 APrl FMTWTF M T 1N 1.1.111114Lmunaimmosammimmon ■ ■ata Compete • Compete Mieslone Total Float () � Page # 1 of 1 =3 Summery 0 Summary Milestone Baseine 'n116 W T F ril 23 Aril 3u M T W 7 F MST W T wont May 7 F I i W T F find Quarter Ma 14 Ma 21 Ma 2! . T ©©©M T W T F M T W T Ju '{{ June 11 F MM T'T F 1Vr'T W T F M June 16 T W T F M. j 3001223 DEPOSITION EXHIBIT 61 DEPOSITION IBIT INTERWEST SUPPLY, INC. 2015 Delta Drive • Nampa, Idaho 83687 • (208) 466-0224 FAX (208) 466-8406 . April 4, 2001 J. Matt Uranga, P.E., Project Engineer 'J-U-B Engineers, Inc. 250 S. Beechwood Avenue, Suite 201 Boise, Idaho 83709-0944 Subject: Application for Payment #8 Dear Matt,' On behalf of Employers Insurance of Wausau, A Mutual Company (Wausau), please find enclosed Application .for • Payment #8. The application includes • the following documentation: invoices, letter of authorization, and project schedule. The project appears to be following the original schedule as submitted during the pre -construction meeting. The project schedule wasrevised to include an earlier start date for the fencing subcontractor, Sloan Fencing. The project schedule will also be revised in the near future to include changes to the 24" Off -Site Drainage Pipe, Anchor Trench, and Lower Penetration on Primary. Wetwell. These changes will be incorporated into the schedule after we receive direction from Wausau on these issues. • If you have questions, please do not hesitate to call me (208).466-0224. Sincerely, INTERWEST SUPPLY, INC. . R. Brett Barry, P.E. Encl: Application for Payment 1/8 Cc: John Eigler, Wausau Judith Rheinschmidt, Wausau 3001201 APPLik. ATION FOR PAYMENT NO. 8 State of -t wo County ofNyoki Subscribed and sworn to before me this ./15 day of II P/2 1r , aoo• To: City of McCall, ID, 216 East Park Street, McCall, ID 83638 (OWNER) From: Employers Insurance of Wausau. A Mutual Company. (SURETY/CONTRACTOR) Contract: City of McCall, ID — J-Ditch — Phase 2 Project: City of McCall, ID — J-Ditch — Phase 2 OWNER's Contract No. N/A ENGINEER's Project No. 11622 For Work accomplished through the date of 03/30/01 1. Original Contract Price: S 3.900.913.66 2. Net change by Change Orders and Written Amendments (+ or -): $ -135.976.17 3. Current Contract Price (1 plus 2): $ 3.764.937.49 4. Total completed and stored to date: $ 3.022.706.83 5. Retainage (per Agreement): _ ___% of completed Work: $134.660.98 _ 5 % of stored material: $ 16.474.36 Total Retainage: $ 151.135.34 6. Total completed and stored to date less retainage (4 minus 5): $ 2.871.571.49 7. Less previous Application for Payments: S2.098.633.49 I 8. DUE THIS APPLICATION (6 MINUS 7): S 772.938.00 Accompanying Documentation: Schedule of Values, Invoices, Letter of Authorization, Project Schedule CONTRACTOR'S Certification: The undersigned CONTRACTOR certifies that (1) all previous progress payments received from OWNER on account of Work done under the Contract referred to above have been applied on account to discharge • CONTRACTOR's legitimate obligations incurred in connection with Work covered by prior Applications for • Payment numbered 1 through 7 inclusive; (2) title of all Work, materials and equipment incorporated in said Work or otherwise listed in or covered by this Application for Payment will pass to OWNER at time of payment free and clear of all Liens, security interests and encumbrances (except such as are covered by a Bond acceptable to OWNER indemnifying OWNER against any such Lien, security interest or encumbrance); and (3) all Work covered by this Application for Payment is in accordance with the Contract Documents and not defective. Dated &V/09/ OJ Employers insurance of Wausau_ A Mutual Comnanv / / SURETY/CONTRACTOR y./fr1ff' . B NotaryT'ubhc My Couunission expires:-',�y—(ROO 3 Payment of the above AMOUNT DUE THIS APPLICATION is recommended. Dated Ol% /)I J-U-B Enaineesk Inc. ENGINEER By EscDC No. 1910-8-E (1996 Edition) Prepared by the Engineers Jam Contract Documents Committee and endorsed by 7be Associated General Contractors of America and the Constructico Specification 3001202 Pir r APPLICATION FOR PAYwiENT INSTRUCTIONS A. GENERAL INFORMATION The sample form of Application for Payment is intended as a guide only. Many projects require a more extensive form with space for numerous items, descriptions of Change Orders, identification of variable quantity adjustments, summary of materials and equipment stored at the site and other information. It is expected that a separate fonn will be developed by Engineer and Contractor at the time Contractor's Application for Payment is finalized. Note also that the format for retainage must bc changed if the Contract permits (or the law provides), and Contractor elects to deposit securities in lien of retainage. Refer to Article 14 of the General Conditions for provisions concerning payments to Contractor. B. COMPLETING THE FORM The Schedule of Values, submitted and approved as provided in paragraphs 2.05.B.3 and 2.07 of the General Conditions, should be reproduced as appropriate in the space indicated on the Application for Payment form. Note that the cost of materials and equipment is often listed separately from the cost of installation. Also, note that each Unit Price is deemed to include Contractor's overhead and profit. All Change Orders affecting the Contract Price should be identified and included in the Schedule of Values as required for progress payments. The form is suitable for use in the Final Application for Payment as well as for Progress Payments; however, the required accompanying documentation is usually more extensive for final payment. All accompanying documentation should be identified in the space provided on the form. C. LEGAL REVIEW All accompanying documentation of a legal nature, such as Lien waivers, should be reviewed by an attorney, and Engineer should so advise Owner. 3001203 r Application No. 10 o O o 0 0 M Ov.,re, 0 M 1/4(1 r• O 10 vi t: n N 00 N N 49 49 49 49 49 O O VDCZ) O O 0 O� h en0 0 et O - V w M - O- h ko of 4. i9 cmcm cm b9 0 0 O� of �-+ of M - 0 0 00 ... * o 0 000 0 o o c • 0 r*1 v• '1 N o vo O .My v1 0000 N N ^ ' M v�'f ko i9 G9 49 69 69 CA i9 0 0 .4• 0 ,, et .-i h 0000 h o0NO 0 .., N M -• v. 000 . — ..r 00000 0 OO o0 0 0 0 0 00000 O O O 00 v1 M O O O .0 O h moo'now0NMN M M0,v1N'4-'S 0 00 zzzr-el, en- el, --+ ^+ 0 0000 M N V 00 V M N ---- h N of h 49 - :9 49 49 49 49 iA 49 1,1 v9 49 :9 49 i VI 49 O 0 0 VI .....,..1oo N ., c 4 QQMoo °.° 0 V h 0 �.4 as . zzz- m - - 4 00000 0 0 0 cowl a oho h 0 irb rr o 0 0^ N o M a Q Q N'^ `^ O C Pi C rw O .n v1 O�'� — N M �� ri 0 4. Zzz N o .r 69 fA G9 i9 i9 44 cmcm i9 i9 4! cm c9 i9 i9 0 2 g o o 00 5 :Ed I di;Hh w Ogees c0 5 o 00 °o bo oai > o u E'5o °° 'a a3�� o� �U�oV 00 A[�Uv�4rag [-�v��AAAc4w7oovaA .ti' "'; N M er v1 ki5 r 00 O; 07 ..r .Ni .M.i .— .— .— v I .N-i 3001204 8 Vi- O O M 0 0 t0 A G co g to 0 Op 0 O eh efin t eh 4949 O e^ Oer O O: In M er 4D ON O O O O O O 0 0 0 0000 O K1 O O o o O O O O O O O O O 00 C_ eh O O vi O O O O cV O 0 eh a7 O' o 0 ' NN-� 00 - wi tN" M CO 00 N. co . � - of O\ — O o" et N —i N O 00 [� M ..a N ...i .-r cry .-r w'1 49 49 49 49 44 64 4/1 49 49 49 49 49 43 49 4, w'1 O 0 0 0 0 0 0 0 0 0 cV - 1D O ▪ 0 0 0 0 0 0000 0 O O O 0 0 0 0 0 0 0000 0 O O O O O O O 0 O O O O O O C_ et: O O w1 O ▪ O O O N 0 0 of 00 Ow oo N .N. 000 - w�1 N M 000 O N O •-� Mr" O� ~ 0 et N . N O 00 49 49 49 44 ir4 49 49 44 49 44 49 49 4.9 49 w▪ 01 N 0 0�! O N N 0 0 0000 N O� - ~- -fri N O 01 b N 0 0 Nr M1 N N O 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 O O O O 0 0 0 O O O et: e! D\ O 00 '.0 O O N O O er 00 No N v1 • NO NO .� .0 et w9 0' er 00 00 '.0 '0 00 'D N N v1 f en 00• N O M .-- t` %D O eh cV — N 0 00 .-. N M N .•-- .--- M .... 49 44 49 49 44 99 94 49 49 44 49 49 44 44 en et er • „ N N M err ON N N O O N tri ow 0 00 0 0 o 0 0000 0 v. o 00 O o c o 0000 0 �+ O .-� N cV r*i vi 00 e: 'O 0 NO co O of of 49 49 49 49 49 94 44 44 49 44 44 49 44 49 4, 49 liiijou lis aa.wa 'a x. C? a4aa64 o aV b .i . w p. r`ao.. rrp O O O.r. "11 8 o 1Zl. LS gA$ ggQ gr cA ei w,g w� ,. -I ki co H 00 0000 me to$ to$ 0g coo sa o u ,-.a o� r ir 1s �- Ur �e �x s t o 0 �Oi�rQ •••i►.� Oeherir.•erfD00 it'0v00.,:t'.D002 2 00 O: O r+ N rri et vi kO t-: cc; lT O .- N cn .• 4~ N Ni Ni N N N N N N N M M M M N N 0 t•-• 1D 49 S 676,249.70 SUBTOTAL 6 3 8 0 0 cn 3 z 3001205 GA 49 44 00 co 6er 00 44 GA 0 00 ON 0 0 0 0 0 00 N er N N eh v01 0 a O O •-+ t` O\ t` N h N v1 •-+ 00 �O N i.9 41 49 44 GA GA 49 GA L9 .--• 0 0 0 0 00 00 00 00 %0 v1 N Ol et 0 0 Ol 0 0 .-r .--i .--i .-r .--i N.--i N .-r ..r v1 N •--- "'- 0 CO 00 0 00 O% 0 0 00 0 0 0 0 0 0 O 0 0 O\ vl 0 O O 0 0 O et o0 0G 0 O cr1 cr1 ri O 0 0 vi 0 en (NI 0 100 N- N irl N N elvin O)� 0� O 0 N N in %O 00 .. N Q\ f` N v7 N 'O v1 .r .--i cry .-. et .... 00 VD N .r et .--i 4A GA GA 44 49 GA GA GA GA GA 44 GA 4, GA 00 N_ 0 ...� O so N so O vl n N er .r v1 (11 ,.. et N O\ N '� 1 1 N 0 0 .--i N— v M •--- N 0 00 00 0 0 0 00 00 0 0 00 00 0 0 0 of 0 00. 0 00 0.0 0 O et {xiOG O O v, Oi coo O O O ri M N N 10 Q 0 10 et •--- CD v1 vl O. 'O n 0 m .0 0 it) O Ow O 0 ,0 r0 N O N in kO O vi N — 0o N 0 o .O- r� N 00*1 — — cry— et,— N •-. et 4/1 rl et .-. GA 49 44 44 44 49 GA GA GA 44 GA GA GA 44 44 GA 0 Q 00 — 0 �0N sovv N rf 4 ,r.� —h M ...�— .-, et NCT N..r N N vl ..., .--i .--i 0,0 00 0 -- .0 00 00 0 00 0 0 0 O O. 0 eh 10 cn O C. 0 0 O. O 0 0 o9 v0 et o C C O Q: O o Oi vi C O 0 en et m .O N ,O O •--� 0 00 0 0 O 0 0 O rl en t; N o ri N 00 h 49 GA 44 GA 49 49 GA GA 49 44 44 44 GA GA GA GA t a °' co to 8e A •v M eo a 1 y ! o . "��- t� oA I W t�� a l j g g p^� l g U 1 ` a fp aE.Hat-ter u �� 8 6 g8 0.' �•booc"o�iE.l�� �O•v LL-�= vaA oo ce) alOAUNe,NAO13 vn o . ri \C t` oo Oi O o N ri et vi �p P 00 en M M M en en of et of et et et of et et et SUBTOTAL Note: Total Schedule of Valu 300120G 6� d • o r0- M co" 49 49 49 iA 49 VD 00 VS e+w 1e'f 49 r, N c .-r 00 M N 00 49 o o en 0 0 VI 00 •O VO Oi vi - 49 49 49 O O on O O. M e O v'1 o — vi 00 VD kD e v- — 49 49 49 O 00 O O 00 mr 00 00 N -et O ,�. h kn O O —• N 00 .-.4 mt CDel v1 O O C 00 N 4 M In N O. In00 O -••. N 00 — in 00 kO N co h M N v i N ••-1 O h O\ v1 h VO N v Cr m 0..O enN nt N en -••+ M N 49 49 49 49 49 49 49 49 49 49 49 49 49 eel 00 • N �•-� 0 00 •--� N el N .--i N M1 v'1 v1 In •--� vNS O� N er O 0 VD M_ 00 h CO eel 0o0 On 0 o v) kp N 4 vik h 4...•i 00 • to ...i v-1 O O Q • v~i a* N O; v1 M ▪ .--i 49 49 49 49 49 49 44 49 49 49 49 49 49 1i O • C 1p area ., > ., o 00 0 ,11 • a f, =dr= -,=u z3=.0.2 ein=>0-is-cbc. d 2N � 3'o, a� o °' 3 o os c0^2 5 va oa ow v� 400 04a.��„w 5g3 1,2ow,5tv•tc7l 0 .h %o e .'4E4 �'°a is goo 0o.96 o-d ��, 4-. -5 " ^".9 W C4 A. N W N g4 0 N G, Vi 07 •••. r4 ,.a ••.. A O R ^ O f-•I ^r �.. �•" 8.1 o; o -- e`i ri v vi ko r oei oK o -y mr v') h in v1 v'► v'l v1 v1 vi v1 '.D '.O " 0 . { A L A " O O e t N M 0 0 O ��- - �� r - h O W + W Q h O f V h f V C ' N N O 4 C O 0 0 ��0 M e t h 0 0 e t M h C r ) ��O . ��- i N i e l . 0 N 4 r r a y C O 0 0 O \ O O N v 1 O h N o v 7 . . . i 0 \ N I l i . t 1 ~ . I . 1 h . N . D s . h a m N e t v 1 U . 6 . + 4 4 4 4 4 4 4 4 4 9 4 4 4 9 4 9 4 9 4 9 4 4 4 A 4 9 4 4 i O N 0 0 0 " 0 : N D M 0 0 O a ; v 1 N I I , : c o l C o : 0 M r ' r . 0 M M C r e g I n h C l e r o 4 4 4 4 4 4 4 4 4 9 C i e M - O e h v 1 % 0 v 1 N v l Y 1 v 1 O r 1 h O 0 0 N O h 0 0 C A O �� k i p 0 1 N i i O O e t N O O M h A e t e t h 0 0 O n M e r 0 1 O O . O C w O h N " - . 0 0 N c o . ~ �� N - . - . i e r i . N . �� N O . - - �� . . - . - . p 4 9 4 4 6 4 6 9 4 A 6 4 4 9 4 9 6 4 C h O 0 0 " O ^ + 0 0 C 0 1 1 1 1 $ 4 1 , 2 5 0 . 0 0 z R ] 0 N O O 0 0 o a 0 1 " h Q a 0 U . 1 4 1 I 0 c 4 0 ��U 0 0 ' 0 O v 1 ' 0 h 0 M O e ' 0 1 h 0 C r ) v - - O v 1 C \ O 4 0 l e i v ' 1 h O M e t C o 0 0 M O e t 0 ' . 0 c r 1 0 0 0 M ' . 0 e t e t ' . O " W O v 1 1 0 0 0 0 0 O 0 0 c * 1 N . h . O O N - - N - M v 1 i n ~ . . N . r . . . . . . . 4 9 i A 6 4 6 4 4 4 4 9 4 4 4 9 4 9 4 9 4 9 4 9 6 9 4 9 v 1 Y 1 . . r . . . r r . . r O h o r 0 0 0 0 0 0 i n h 0 e n O 0 1 i n O c * i o v i 0 ; c * i o e r o v i v i N o N e t O 0 o e t e t O e t O . 0 c * 1 0 0 O e t e t ' C o ' 0 e t . O . e t v y 1 0 0 0 0 0 O " - �� N " - - - O C I N N I 1 D e t 0 0 C O v i N 1 . 1 M v 1 4 4 4 9 4 9 4 9 4 9 4 4 i A 4 4 4 9 4 9 4 4 4 4 4 9 r i M 0 0 4 9 S O 0 1 1 o i s : a . b 1 . 0 1 � I 1 1 ' C 7 I 1 �� 1 l C b g s s 1 0 D B ' 8 1 - 4 - - a - - w E n 4 4 I E n I t C O , 2 ' �� ' �� g O " g b a a a b v . i n w c �� t z . 4 w . d 0 u . L e 2 ��2 - - - p E � o . L � l 0 0 O i s z i t U o ��a , s 4 o o a 0 . 4 0 E E ' . � = 8 " m 1 , 5 �� 0 a s L w ��4 r w 0 1 1 3 2 W U W W 2 �� A h A A A A W a . c . i r i e h v i . 0 n 0 0 c o \ . + N M o f v 1 ' 0 N O N O ' 0 V 0 ' 0 ' . O N O h h h h h h ROBERT A STROPE CITY MANAGER CITY OF MC CALL • 216 EAST PARK STREET MC CALL ID 83638 • Bond: 2350 50 051582 Claim: 68-1604 Project: J-Ditch, Phase II Li:WAUSAU March 28, 2001 Please consider this letter as authorization for Brett Barry of Interwest Supply, Inc. to sign Application for Payment Number 8 on behalf of Employers Insurance of Wausau, A Mutual Company. Thank you. dith Rheinsc,Y(midt Bond Claim Supervisor WAUSAU INSURANCE COMPANIES 2000 WESTWOOD DR • WAUSAU WI 64401-7851 • (716) S46-6211 MAILING ADDRESS: PO BOX 8017 • WAUSAU WI 5440241017 3001210 v fi) ASSIGNMENT For valuable consideration, the receipt of which is hereby acknowledged, St. Clair Contractors, Inc. herebyeassigns all of its rights and delegates all of its obligations under that subcontract dated G� 7 , 2000 by and between St. Clair Contractors, Inc., on the one hand, and Serrot International, on the other hand, to Interwest Supply, Inc. DATED this L?. I1 day of March, 2001. DATED this / l fhay of March, 2001. ASSIGNMENT - Page 1 1:\845410021DocMs ignmeot 001 InterwaLwpd ST. CONTRACTORS, INC. dy St. Clair ITS. resident 3001211 v y41/:18 rtw:aIrswr in' 1.—Rcnu 11 ,1• INTERNATIONAL, 1NCcitr:_. • '^�" '�`,r` . eae REACTOR WAY�g+"'^�sY;.: ' (7711) 1111.390Ci'110��"• p) 323-3113e FAX t771) 1111-S71i April 2, 2001 Mr. Matt Uranga, P.E. J-U-B Engineers, Inc 250 South Beechwood Avenue, Suite 201 Boise. ID 83709-0944 Via fax (206-323-9338) and U.S. Mall RE: Completion Status 80 mil HDPE Liner/ Panels 1 to 82/ McCall J Dttch Dear Mr. Uranga: Thls letter is to provide you the status of the geomembrane instaliation at the McCall J Ditch protect. Panels 1 through 82 are 100% installed and welded with the following minor activities left to be performed: • 2 of the required 130 repairs require vacuum testing only. (Welding is 100% complete) • Final walk through inspection of this area needs to be performed. Any damaged areas discovered during the final walk through inspection would require repair. Any ladders within llils area will still need to be installed. lii Total quantfy,' net fined area, 'represented by panels 1 to 62 is 308,731 square.feet. Thls information is provided to support the application for payment to Serrot In accordance with the contract documents. If you`shouid have eny questions regarding this Information, please feel free to contact us. Regards, • J.Graydon Renshaw Protect Manager Cc Mr. John Eigler (505-888-9887) " 3 0 0 1 2 1 3 SHIPPED FROM 1n O ti e•2 5 W eo a U a = Lea Er O c•7 0 X O \ w V at E� E� ---A 1n •• w N O Es e0 • 1 N J E•• Lsi .2 CA N +•r N N LL N O\ GYr eel E• t 0t_ CV : .•4 X N2 •• .4 .4 1..4 'n t AC \ .i E- 0 ZW i XcOcoXc.i sr C6 1 1 1 1 coC7C2 H V. cc V W W \coO\. elF X1a 9-1ZX 0 0 W W N\.,r•CJ WZZZe/J V2N CJX W z 0..0 z° 1 1n X 1 X ..2 t0 J ..2 .a C6 C6 ..3 ..2 cm Lk ot-- .. 1 •0.e444E•k1.0 CUC4 3<U zCo w8 z ti~aa.al�2oOCC�wwmE-wE�•� o aV } w �wOvvx 2ZZZ �cdcn s 00 -• > aoa<•tC WU co .7,Re 0 c0 O GOOOOC2ZCD(2O CA < $GS 'G tJlN m-• o mPwderVZw2Uvac. ^ rn -�JW wzCD g .4+ CD.2CDCDCDW0;0',«3C•-•W cam-4 )-O EM•• � c 6. cis 1.i ,••• b.•: " x o 1 �-, rV► e.. v� �- •}t t� z, it k v s s, p¢iC k_°cv43 vH4}= 00t" �- i in Wd N 2 2 e' 5 r• Ca O eV O O O o 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O O O O O O 00 N . . . . 0 . . . . . . 0 r1 MONOt-OOOOOr4CDumCD el, eA 0 ca we to N N er CD M2 um en N t- O N el in CD.”1 V .• C4 N .• um eh e7 EXTENDED AMOUN CD com tv cD r- cm rau um um enrmumrmua sr r.1uM Cn O O O O to ca N CD Co t- N r• c0 .• co 1- . . . . . • . . • . . . . . • . • . W CO CCf C2 t- 00 r- CO O t- •• r- t0 r- e/ co N O N •• t► t► t► t- CP CO co ••• O N .• .4 N C2 N N CO N .+ af 7 CO e2 !7 CO CO E•«««Q <«<JCo CO ODOOaDeIc000 core r, CD r-c7N Let-OOOG7t-NenN CDsr.r1nCNt0 CP a7 co.,unt-.re4MPt- c2 t- co c•m c'7r, gr co mr O co O N e► .••1 .• .• co rm N O O t- •••••• • • , • • • • • • eo C7D .. r• — ey .� c0 cc a Lsl C7 • Z d 0000000000000000 .• G 0000000000000000 . U . . . . . . . . . . . . . . . . • ZW C2 o er,ONOt►o0a00Nou2oven 1 O Cal ••• erCO NN CPe01s1Hen N t- O N zm ra3 & a el el se er co v. OS 0 O ►. ,- a .2 a! 0 - co u ra CO • .-c ?• a 11 E. :g co B en Q Q o o1 g 1.4 N cc I co a Li r1 Va TOTAL .WEIGHT: `TERM -DISC: +10_J0 I-0 NNL-.4cocmNul0•^•I umcm O NCC.r O e! O C- .••1 t- N CI CI 1n 1.e2 eel .r Ch N r-0°er-t-OrONNN •erqv, OO r4r1 M NeheheI VNNNNNNN WOao w 0 z 77210-4670 1n 0 t` eh CO 0 CO 5 a W OUR TRUCK -re in C] a • zx C<. Ps)z ••u Pa. < 13 Co - Cu z w 1n . •il N 0 - a Ozz v1 N CG w C00-.0 1-0 F O o o Q • w• 0 CO cc 1- or3inccrtu3coco O.•t-MCOc)NQ� • • • OCD MMNOe 0 N CC N '1! a CO in in .-• 113 t7N u4 1n •7 N 00 00 �? M h • CA CA FF<<•!Q<!« Q-4C Lc. k.wwwwLc/ Cal wfs7 Ld(.13 Lc) c17W 00000If 001n1$) OC.C)01n CN1n0 WN000t'-r- 1Cl0rt c0 Ot-.-+cA-COel. 0r OOC—Cnt- l)CI) tit uiC"itOF t-O wr-- t-WO N N N co 0 inn CC XX e0 XXXVav; COCOV) ac\ 03Camwaes) N I CO 1n ••CO0 1 NN N00 XCD.▪ i N X •• N .-1 X \ \ \ \ CO XxceatYt` 03•-t9.1 11n \CC) 0 00 - C4 0 X to I 1 I 1 Q CD X 1n\ eCLNNN N••(, I 0 E•1n I -•�\ x0-1 X 1 .-• I xt'S0zzztfN x.a ..• NN CO ▪ 0. X0E- r--,ac.aa0Owc.a1z •) - x2 UV VCCCZ WE•F X yU N o W O 0 CO Z CO CO CO •< Ce •lw•l•lzwVVZC>r zw 0 0 1 Ca3 a r: d 611 •(� w O «- 0...3vn.aaFCt: C000 F V COFSF 000000000000000 0000000000OC000. • • S • • • • • • • • 4 • • • .J — v 0 0 0 0 0 C 0 0 0 0 0 0 0 0 C. O O 0 O O O O O O O C O 0 0 • . • • • • • • • • • . ••OIONes) COes) 001O •iN0 0 00 1n N .-r et .-i 0 CD C .-4 0 0 N .-1 .-4 M .� •r .• 00000000000 0000 000000000000000 • • • • • . 0—I04011.) N CC C4 0 C CO c•) .-+N0 00043 N•-•e.1CD CP 0 ••O O N •-4 rt C'! .� .• .• X X x X X X X X CO CO CO CO CO CO CC CO CO •• N r- .-I ee3 00 0 •-1 M (') 0 N tit -• •l 1t) a .-1 N cl M N u': tl:.•i N N r-r-OrrOP-NNN a ONr•C 0) CAL .?iFe0C4 4.4 N CV N4.0000 1n co O CD 0 0 0 0 0 0 0 0 0 CD O O 0 0 0: 1n co O (-• F< 0 FO in In E• .• 00 CO CC 1- N 0 0 0 Z Id r 3001216 TOTAL WELabHT: TERM —DISC: WATER SPECIALTIES CORPORATION 191 WEST POPLAR AVENUE • PORTERVILLE, CALIFORNIA PHONE 559-784-3544 • FAX 559-784-1787' PHONE: 208-466-0224 ISU19 SOLD TO: INTERWEST SUPPLY INC. 2015 Delta Drive Nampa. ID 83687 11/17 /00 110/26/0 1.0 COMMENT 1.0 • MARK BOX: ABSW UPS ppy&al "P0 #7269653" 7—MLI1D-14—G 14" 150 PSI_ FAX: 208-466-8406 ti•.:r� ,.. 4,000 GPM Ind ./.-1...0001E GA`3*i�o For Standard Water•.Spe_c1a ; e. Serial No 203023 1.0 5G-14 5 Year Guarantee for 1.0 _ Dig:i.ta1.bIndi 2 Wire 4-20• Circuit. 4-20 TA @ 40 INVOICE Page No. 1 SHIP T0: INTERWEST SUPPLY INC. 2015 Delta Drive Nampa. ID 83687 TP—B c.ator/T•otalli•zer.ansmitter:.�,�•, Circuit1''4" 2t'WireP.ulse 00 GPM .. la.3; . . 1.0 7—TRRM—P—R54—S Remote Mounting Kit for new Propeller Meters with Digital Indicator/Totalizer/ Trans. Factory installed .on meter with 50' of cable, water tight cover for the meter head and wall mounting base for the TR-28-2 or TR-29-2. cZ alp y u 6,3 NVOICE NO 102214 157.00 157.00 .Y ATER PECIALTIES PHONE: 208-466-0224 ISU19 SOLD TO: INTERWEST SUPPLY INC. 2015 Delta Drive Nampa, ID 83687 niRALMMOR 11/17/001e/26/0e 1 WATER SPECIALTIES CORPORATION 191 WEST POPLAR AVENUE • PORTERVILLE, CALIFORNIA 93257 U.S.A. PHONE 559-784-3544 • FAX 559-784-1787 INVOICE FAX: 208-466-8406 Page No. 2 gtriaWaW UPS ppy&allow SHIP TO: INTERWEST SUPPLY INC. 2015 Delta Drive Nampa, ID 83687 ORfl$ N TP-B NVOICE NO 10221.4 " z'.s;- = /: s 3°di Ii 5• 4%:yi11:1, f+. eJt, :.. L / w tz]m . ,_ • t•N -. . • 7-4. :. t • ill? ile No. ID1 / A Net 30 Days F.O.B.-- Porterville, Calif. Past Due Accounts Subject to 324 Total Items Misc Charges Shipping Tax 0.000 Total Invoice 1-1/2%. Chargc:•Per�• Month _.1 2708.25 .00 .00 .00 2708.25 3001218 II_Ilk�nl9f•• • ^O e m RPOR AT ION PHONE: 208-466-0224 ISU19 SOLD TO: INTERWEST SUPPLY INC. 2015 Delta Drive Nampa, ID 83687 1.0 COMMENT MARK BOX: WATER SPECIALTIES CORPORATION 191 WEST POPLAR AVENUE • PORTERVILLE, CAUFORNIA 93257 U.SA PHONE 559-784-3544 • FAX 559-784-1787 "P0 07269653" INVOICE FAX: 208-466-8406 Page No. 1 SHIP TO: INTERWEST SUPPLY INC. 2015 Delta Drive Nampa, ID 83687 �'t�.i'rk 1Nvu11.0 !IYU —M 102212 r•gW 1'"i.?:aT6c tlit-^•fl'1ec++''�,�n��,.R'19X1♦'1:1�}:�'.. � 1.0 3-2110-14 Meter Tube Assy, Flanged Steel, 150 PSI, 14" ML-03 2-2114-14 Dummy Cover Plate, 14" — 20" ML NOTE: PLEASE RETURN DC PLATE FOR CREDIT. USE RA 013203—MK Pd In Z-1-01 11-134Lto ouu.sZ File No. ID1 / A / 103 Net 30 Days F.O.B.-- Porterville, Calif. Past Due Accounts Subject to 1-1/2% Charge .00 .00 706.50 706.50 157.00 157.00 roe. 3►a rrEfr•. 41-62 Total Items 863.50 Misc Charges .00 Shipping 81.02 Tax 0.000 .00 Total Invoice 944.52 Per Month 3001219 il T A c n MM < o c li a I 0 0NVD MD � 0 ga d N ►.L y O en b hp o i{I H ~ J m I tit m U. 'Z • L 1-44"4 Cy,H 1D L � I N O (] 8] H `p z0 O O4 ci t4 to La S • 1 a 3clL]a Y� O N HN N4�� a gi , SC 0 0: ,.. N\' o• 54 E tel A ma O H 75 mm e n" gy ec o- h�'m OUo Z~• Hada p •+ Sti :lllmV;iz<=4�Y i 1 fl O ,o , a CI @ caa r+Q m,oEllUI0 a ,4 ti CC ti) o to 2'a1 o�aA O ;o 111111II y =^® o Q m ``I,�Q o sx i4 ,1� t E w c� �n a d is 3 Q E•Hr+ �y ; MH(N 4 021 p r a, 1"1.• s, 4 it L J 1 LLI O 9 t Z• • i001221 films Architectural Louvers, Grilles & Sun Controls 114 Westview Avenue, Marietta, OH 45750-0666 Tel: 740-373-7676 Fax: 740-373-6666 PACKING LIST SHIP TO: INTERWEST SUPPLY INC DATE: February 19, 2001 2015 DELTA DRIVE NAMPA ID 83687 AIROLITE #: W-77389 CUSTOMER # 5432-80 CARRIER CONSOLIDATED NAME: BOX AIROLITE CUSTOMER BOX NUMBER Item# & Description MARKINGS WEIGHT BOX 1 OF 1 2 UNITS OF ITEM 1 DESIGN TBI8046 380 35-112 X 71-1/2 SCREEN ATTACHED 1 — 20' SECTION SASH CHAIN 2—Y4X4X4X4ANGLE 2 CHAIN HOLDERS 2 PULL RINGS 2—1/4-20 X'/, SS MACH SCREWS, NUTS & FLAT WASHERS 24 CLIP ANGLES W!SCREWS 3001222