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HomeMy WebLinkAboutFunding/Invoices/Bid 2335 Highway 36 W St.Paul,MN 55113 Tel 651-636-4600 Fax 651-636-1311 www.bonestroo.com Bonestroo December 11, 2007 City of Oak Park Heights 14168 Oak Park Blvd. N. PO Box 2007 0-\\-1/Oak Park Heights, MN 55082 G Attn: Mr. Eric Johnson Re: 250,000 Gallon Elevated Water Tank Repaint BRAA File: 55-07147-0 Dear Eric, Attached with this letter is KLM Engineering, Inc. Invoice No. 3364 for the amount of$6,779.00. This invoice is for work performed from October 5, 2007 to November 16, 2007. Work during this period included inspection of tank rehabilitation and painting. I have included KLM's daily inspection reports which we received copies of for this time period for your file. The invoice and daily inspection reports have been reviewed and found to be in order. It is recommended that this invoice be paid from the project construction account. Please let us know if you have any questions regarding this letter or the attached invoice. Respectfully Submitted, BONESTROO Timothy L. Grinstead Project Manager Enclosures cc: MRR, DMP, file Shawn Mulhern—KLM Engineering, Inc. Tom Ozzello—City of Oak Park Heights St.Paul St.Cloud Rochester Milwaukee Chicago Engineers Architects Planners KLM ENGINEERING, INC. I nvo i oe . P.O. Box 897 3394 Lake Elmo Ave.N. DATE INVOICE NO. Lake Elmo,MN 55042 11/20/2007 3364 CUSTOMER PROJECT DESCRIPTION Bonestroo Reconditioning of 250,000 Gallon 2335 Highway 36 Single Pedestal Spheroid St. Paul, MN 55113 Located in Oak Park Heights, MN Attn: Mark Rolfs Services 10/6 - 11/16/07 P.O. NO. TERMS PROJECT MN2414 DESCRIPTION QTY RATE AMOUNT Field Inspection-Rod Ellis (Hrs) 66 85.00 5,610.00 Project Supervision (Hrs) 9 85.00 765.00 Clerical (Hrs) 5 55.00 275.00 Cell Phone 1 25.00 25.00 Film and Developing(including Digital) 1 50.00 50.00 Travel to Site (Miles) 90 0.60 54.00 Make all checks payable to KLM ENGINEERING,INC. For questions Total call Laurie Sylte at(651) 773-5111 $6,779.00 c KLM ENGINEERING, INC. LETTER OF TRANSMITTAL ATTN: Mr. Mark Rolfs DATE: October 18, 2007 COMPANY: Bonestroo KLM PROJECT #:MN2414 ADDRESS: 2335 W Highway 36 RE: Daily Inspection Reports CITY/STATE: St. Paul, MN 55113 Oak Park Heights FAX: Week Ending 10/12/07 WE ARE SENDING YOU: ® Attached ❑ Under Separate Cover ❑ Drawings ❑ Specifications El Plans ❑ Copy of Letter ❑ Samples ❑ Change Order El Submittals ❑ Inspection Reports ❑ Progress Payments ❑ Test Results El Weather Logs ❑ Copy of Faxes ❑ Dailies ❑ Advertisement for bids Copies Description 9 Pages Daily Inspection Reports: 10/6, 10/7, 10/9, 10/10, 10/11, 10/12/07 3 Pages Surface Inspection: 10/8, 10/10, 10/12/07 1 Page Weather Log Week Ending 10/12/07 THESE ARE TRANSMITTED: ❑ For your information ❑ For approval ❑ For your use ❑ As requested ❑ For review and comment ❑ Amend & resubmit ❑ No exception taken ❑ Make noted corrections ❑ Resubmit copies for review ❑ Submit copies for distribution ❑ Return corrected prints El For advertisement due 20 ❑ Remarks: Copy To: Office File Signed Kelly Mulhern, Project Supervisor c:\rc\wi nword\lot\template\ KLM ENGINEERING WEEKLY SUMMARY REPORT KLM JOB#: Y�� PROJECT: o Pc h REPORTED BY: WEEK ENDING: 1 0 -Id- tl.� Saturday/4-1, Apo Sunday r d-7 . s . Monday/d Tuesday/6-T • _ KLM ENGINEERING WEEKLY SUMMARY REPORT CONT. KLM JOB #: )1► WEEK END: -cr 1.0-i d-o Wednesdaylc-to '5focrir Lwi d/fift.o.44 �„�, �Lj cAA-1 Thursday to-t1 sc - m/pr ' r�. r , .44 co �D lam] Friday 10 -i d iLi p 1' .u4 NaD Aga . CAA `r 4 s,fc Construction Schedule: ik- C°cr. ,. , Lo S- 7 . tari ,,..,-,(i /Ir- -t . /pi dab w fr /d 7. Copies: C:Us\KLM Forms\Weekly Summary Report—revised 3-12-04.doc KLM Engineering Daily Inspection Report KLM Project No.: ,N1 M d City: Odc,. kJ/ %e fi- Inspector Tower Name/#: ,S- Date: - Antenna Provider (if applicable) Comments: ._. ,. -. , ,_ AJ i mot' • • Pg / of / C:Us\Forms\Inspector Forms\Daily Inspec Report 07-19-06.doc KLM Engineering Daily Inspection Report )) KLM Project No.: a V l y City: Pam Inspector: Tower Name/#: Date: Antenna Provider (if applicable) Comments: Jcsr-Q L) .A, d. a LAi ,Q6-7 r . `' �� . • Y.) Pg , of C:Us\Forms\IDspector Forms\Daly Inspec Report 07-19-06.doc KLM Engineering Daily Inspection Report > r )) KLM Project No.: r-y IL/ City: o k P0k Inspector: % Tower Name/#: Date: fit -r. Antenna Provider (if applicable) Comments: A 3 Af,a4, Goe4;v1. aY, s 1ldx ,try t. ;, '/ a- �.r n,.� Ito aload a 1,0 ],c4f).411 a,.411,0i► 714 i3;,1.la0 i'l.e /,tdx-/ Au" La ciCech, otd cG►c.,.►, 0. d 11\e C V CAM aul 1/- p v —1,715.4JA i e orthji ' , -"Le )ie acid ne ,re .11.c" ems a„►v.o on,. c..v,r,rt,�;,� P � e 41,1 0,R. ay. peohN4 nvoizeJ {'1/:44 r31 1�C rociA kad Spa /, (J eiw iros4 the. • Pg—._L._of C:Us\Forms\Inspector Forms\Daiity Inspec Report 07-19-06.doc KLM Engineering Daily Inspection Report KLM Project No.: cYli/ City: Ode Pal, /1.4A Inspector: Tower Name/#: S< Date: hie I©-9-v-7 Antenna Provider (if applicable) Comments: 4 / Ma.,.. cvt,✓ &-t! y1,e_. crr i "if i e Ccr inert., CR& 4, 1 ax7�� ctn.,�s arcno .C�wc�¢ a� 1.A.„ C rli/ d /h //�he 01-Q �cc✓ZBYi��Y� Mr�a ns Lo cD.A A. 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L I S q c {ea" /9 ,, rQ Pg— of C:Us\Forms h spector Forms\Daily Inspec Report 07-19-06.doc KLM Engineering Daily Inspection Report )6 KLM Project No.: d`//y City: C'ac 1.W.Is Inspector: Tower Name/#: S - Date: Lc 1 D—11-_6`7 Antenna Provider ` Of applicable) Comments: 9 M e iet-) �21 the / �1.e as e ern-0 1,63, h- ` .�, we'd ,.y a.",.d /0-70.-441$ a Act 1te,-- A-Jo t 01- he j d6,,sw I �6LtM u;r4 i0..k J, ,O per.. 3, 1,E..4 L-0 S 2 r.A s ®i,el _5e.k Ikre l9 fl�'Jrr ivv\A.,C,■.,/ v.)1,CL,Lf ga-0 01/4 );(-T,Ks P. 44-,s,:att) e Ha ta_iecot ) /5_,. ,Q �ic` r.s��r /'tee �y u2 Lisr6 'J p -6- ►� .�,.ra. _GA .ettAIV•CA" ekf:ik 01-6 AC /A dVell pdt-‘) ,-.74-44. GI OA) all6l ) -f1ne Q�,ok y e ,l ike ct A,f e .e,44.5o.,- .9"-,P M Runs. 0 Ito' trAe Ike a-vex-pc4-4,) .¢ a•,.s�lV+ Pg / of / C:Us\FormsVaspector Forms\Dady Inspec Report 07-19-06.doc KLM Engineering Daily Inspection Report , )) KLM Project No.: ?I i g City: 6.1,e_. A2 Lk "Vel 03 Inspector: c."- F,C Tower Name/#: 5- ,. • Date: -cN )()-I a—6'1 Antenna Provider (if applicable) Comments: CIo ! f / _ t,-, a 1/ e-Ni., cr-c - n 1 / L_ I>•1. $ k 4.d _ r. !i..ALa —a IA 1 -. • i'i s._ _ A . Ike S 1j.4 .& t. i —C r / ,AIDa Cd 141S. —. ii-C2 ke- 13-Dtp c )■ 119 r 3d c>, 11,e c �_ , c . - t L.,, - E i:� c,..4.A L 7 clot . / e. / sod . -1i d-• Cc t cur�tvv...4c0 �(. 2 6' t D it. c� 71e J9 k . °l .AID - c.)- 60.4-- - ca&.-QQ,a a,.Q . .. f\i"E" apein, ur ren....t,L-se.0 LA"' tr of0"-A'Nertr,'■ . .j Pg 1 of .. C:Us\F orms\Inspector Forms\Daily Inspec Report 07-19-06.doc KLM Engineering Surface Inspection Report KLM Project# 1//�/ Project: (94k--), L Report by: ' - Date: (0-1-129 Surface Preparation: Defects Found: YES. Defects Corrected: YES / NO Comments: Abrasive Blasting: Exterior SSPC-SP- Location: Interior Wet SSPC-SP- Location: Interior Dry SSPC-SP- 3 Location: �p At/ r,3ef- Abrasive Type: 61 Additive: — Sample Submitted: 8 I NO — Vial Test Approved: PH Results • - Cleaning Method Anchor Profile Min Max Testex Tape Samples Exterior — Interior Wet Interior Dry Comments: Compressor M nufacture Size No.of Nozzles Output# Blotter T t Ok'd Corn ents: Coatings Applied: Coat No. # Paint Man. Name& Number Part A# Part B# Color&# Exterior Interior Wet Interior Dry /4) �nr°mry 3-36 7©1O0-( AID-; Coat No. # D.F.T Before W.F.T. Range Application Time Hrs. Uncoated Exterior Interior Wet Interior Dry a `a-3 b rim /oroo 3 Coat No. # Mixing Method Thinner/% Sweat Time Storage Temp Mixing Temp Exterior Interior Wet Interior Dry /J? 0 Cn (off Ventilation: ier NO If Yes: hat Type? -us &s How Many? Hours of Ventilation:/`®N .fl:u } Comments: C:Us\Master KLM Engineering Surface Inspection Report.doc KLMVI Engineering Surface Inspection Report KLM Project# c)t(/tf Project:Q A C L�Gc Report by: Date:j��eaQ /C.- c(9 =f 7' Surface Preparation: Defects Found: YES Defects Corrected: YES / NO Comments: Abrasive Blasting: Exterior SSPC-SP- Location: Interior Wet SSPC-SP- (C) Location::bvc.xJl e .`.'� "c Interior Dry SSPC-SP- Location: -" �- Abrasive Type: bQ c k ,► _, ,�,,__► Additive: Nbre Sample Submitted:YES/tii Vial Test Approved: i 4. /NO PH Results Cleaning Method .G-Eza-- Anchor Profile Min Max Testex Tape Samples Exterior Interior Wet Interior Dry Comments: Compressor: Manufacture Size No.of Nozzles Output# Blotter Test Ok'd ,_L &AN-4 _ a _ (Da Comments: Coatings Applied: Coat No. # Paint Man.Name&Number Part A# Part B# Color&# Exterior Interior Wet ©rry: d,,, Interior Dry I+3 -k.„ , _53 iv.(..._) V19 E0€ to-to r Coat No. # D.F.T Before W.F.T. Range Application Time Hrs. Uncoated Exterior Interior Wet Interior Dry 1- - A) [o .l — Sn,• 3L69.6 Coat No. # Mixing Method Thinner/% Sweat Time Storage Temp Mixing Temp Exterior Interior Wet Interior Dry /,S ` t„rd Ventilation: ? NO If Yes: I at Type? !�ct l 61,43+roller How Many? .- Hours of Venti'jation:! -} 6J s Comments: C:Us\Master KLM Engineering Surface Inspection Reportdoc • KLM Engineering Surface Inspection Report KLM Project# c'll i Project: 3/. k I Report by: '_ , - lb- i --0 Surface Preparation: Defects Found: YES / Date: Defects Corrected: YES / NO Comments: Abrasive Blasting: Exterior SSPC-SP- Location: Interior Wet SSPC-SP- Location:, Interior Dry SPC-SP- Location: Abrasive Type. Additive:, Sample Su ed:YES/NO Vial Test App oved: YES/NO PH Results Clean ethod, Anchor Profit Min Max Testex Tape amples Exterior Interior Wet Interior Dry , Comments: Compressor: Manuf• ture ' e No.of Nozzles Output# Blotter Test Ok'd Comments: Coatings Applied: Coat No. # Paint Man.Name&Number Part A# Part B# Color&# Exterior 3 -knew,et__ rr,'=%> .73 kdo70704w Eto7S�t Or it,..;ne C1tc Z a'� I et -�r�°w.e - 7V kro�cl7bt?(a co7CiS' 7 dear �s meow lieffiffererf +Aevv.&c. 7 \erns-7 3 ;<f((7d7fcc)l q 1 E-N (3.I`a4. Loo Coat No. # D.F.T Before W.F.T.Range Application l Time Hr Uncoated Exterior 3 Lt- (o `�i Interior Wet Interior Dry Coat No. # Mixing Method Thinner/% Sweat Time Storage Temp Mixing Temp Exterior ,\\. 1.6-70 -vx 3 cr (05— 5-0 Interior Wet Interior Dry Ventilation: YES NO If Yes: What ype? How Many? Hours of Ventilation: Comments: )614.-t C. - c.�cr (c,. 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LETTER OF TRANSMITTAL ATTN: Mr. Mark Rolfs DATE: October 31, 2007 COMPANY: Bonestroo KLM PROJECT #:MN2414 ADDRESS: 2335 W Highway 36 RE: Daily Inspection Reports CITY/STATE: St. Paul, MN 55113 Oak Park Heights FAX: Week Ending 10/19/07 WE ARE SENDING YOU: ® Attached ❑ Under Separate Cover ❑ Drawings ❑ Specifications ❑ Plans ❑ Copy of Letter ❑ Samples ❑ Change Order ❑ Submittals ❑ Inspection Reports ❑ Progress Payments ❑ Test Results ❑ Weather Logs ❑ Copy of Faxes ❑ Dailies , ❑ Advertisement for bids Copies Description 9 Pages Daily Inspection Reports: 10/13, 10/14, 10/15, 10/16, 10/17, 10/18, 10/19/07 1 Page Weather Log Week Ending 10/19/07 THESE ARE TRANSMITTED: ❑ For your information ❑ For approval ❑ For your use ❑ As requested ❑ For review and comment ❑ Amend & resubmit ❑ No exception taken ❑ Make noted corrections ❑ Resubmit copies for review ❑ Submit copies for distribution ❑ Return corrected prints ❑ For advertisement due 20 Remarks: Copy To: Office File Signed Kelly Mulhern, Project Supervisor c:\rc\winword\lot\template\ i J KLM ENGINEERING • WEEKLY SUMMARY REPORT KLM JOB#: ?V!V PROJECT: Atk Pea: REPORTED BY: y WEEK ENDING: -rf; /D-/9-67 Saturday /1)5) c,.er-,fr Sunday A.5D t)-6-1V 4 7 11.01?) & Monday /OD tA l bred-t, 1 5 06 CXOr►�., �y . Tuesday /Ud Y��" '^s /de-, ArQd KLM ENGINEERING WEEKLY SUMMARY REPORT CONT. KLM JOB #: c3 -1,l WEEK END: 10-19 c r Wednesday An �a.�. d POz— t u 1\eJ' , yam,► Thursday )3 ,:.,`f' ' d r, X11,0„ Friday ` : c4A P t7?-nA Construction Schedule: iL./6-LAJ)e_15-e, M) prod�z �m Copies: C:Us\KIM Forms\Weekly Summary Report—revised 3-12-04.doc KLM Engineering Daily Inspection Report KLM Project No.: c.) V// City: /),,dc pade_ Inspector: � Tower Name/#: . ierw-e" Date: % k I D —13 —O `7 Antenna Provider (if applicable) Comments: is - _r_ • _ : 7�- / _ w.4, . . 7D Co r 2 r to as dhcf`re.Q Ali Pg of C:UsTorms\Inspector FormsTaily Inspec Report 07-19-06.doc KLM Engineering Daily Inspection Report KLM Project No.: ca 4 l 4 City: O ak / . Inspector: Tower Name/#: S.. Date: ,,"-- I l)- 14-0-7 Antenna Provider (if applicable) Comments: OD e'lLO ,-e 0 y uaqe tu�� _' Pg t of I C:11s\FormsU.nspector Forms\Dazly Inspec Report 07-19-06.doc KIM Engineering Daily Inspection Report fl KLM Project No.: a City: 66,i4. P0J 14.-kffit5 Inspector: RS'S Tower Narnet#: -111-w-f-A Date: Mt-r-N Antenna Provider (if applicable) Comments: 4* & fp, 14.■• n_ ■1111L2 A •Ao. I • ■•• tAR:X/ e Olt js- 4 L -111LN L.-ori" CT .00.00+41 4- Pg of C UsTarmsUnspector Forms\Daily Inspec Report 07-19-06 doc KIM Engineering Daily inspection Report KLM Project No.: a �( City: Ai Inspector: Tower Name/#: S, 71a-E-u-r4 Date: -"rue J. 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LETTER OF TRANSMITTAL ATTN: Mr. Mark Rolfs DATE: October 31, 2007 COMPANY: Bonestroo KLM PROJECT#:MN2414 ADDRESS: 2335 W Highway 36 RE: Daily Inspection Reports CITY/STATE: St. Paul, MN 55113 Oak Park Heights FAX: Week Ending 10/26/07 WE ARE SENDING YOU: ❑ Attached El Under Separate Cover ❑ Drawings ❑ Specifications ❑ Plans ❑ Copy of Letter ❑ Samples ❑ Change Order ❑ Submittals ❑ Inspection Reports ❑ Progress Payments ❑ Test Results ❑ Weather Logs ❑ Copy of Faxes ❑ Dailies ❑ Advertisement for bids Copies Description 1 Page Daily Inspection Reports: 10/25/07 THESE ARE TRANSMITTED: ❑ For your information ❑ For approval ❑ For your use ❑ As requested ❑ For review and comment ❑ Amend & resubmit ❑ No exception taken ❑ Make noted corrections ❑ Resubmit copies for review ❑ Submit copies for distribution ❑ Return corrected prints ❑ For advertisement due 20 Remarks: Copy To: Office File Signed Kelly Mulhern, Protect Supervisor c:\rc\wi nword\lot\template\ KLM ENGINEERING DAILY INSPECTION FORM KLM Project No.MN2414 Location: Oak Park Heights Inspector: RJE Date: Thur, 10-25-2007 A 2 man crew from Leadcon is on site today, One person is hauling away equipment from site. Kevin began final clean up of the site by sweeping all surrounding areas of the site. I met up with Tom this morning, the tank has been cleaned out and the access manway has been closed, Tom lined up his men to began back flushing so the tank could be disinfected and the fill process could begin. The, drain valve was left opened and the city crew backflushed the fill, pipe into the tank 5 times, all water pumped in to the tank was drained via the bowl drain into the overflow pipe and to the ground. The overflow splash pad was completed yesterday, all water draining today ran from the splash pad to the nearby catch basin as designed. After lunch Rich and I went to the roof where I witnessed Rich put a total of 4 gallons of 65% liquid hth (equivalent to 28, pounds) into the bowl from the top hatch. Manways were shut on the roof and buttoned closed before going to the ground. On the ground Tom was able to determine that the wires that run from the tank to the city building nearby are signal wires and do not need to be buried more than a couple inched below grade. Kevin told us that his sub-contractor will be on site to perform final grading and install sod on site. The tank was filled 5% and will be held over until tomorrow, when the city will continue filling to overflow tomorrow. The bach-t will be pulled on Monday. Once filling began Rich mixed up 2 gallons of ext. finish coat with accelerator and applied the finish coat to the south 1/2 of the bottom of the base a w cone. This area has not yet been coated. Paintinci was completed by 4:00. The site was 99% restored today minus the final aradina and sod work. Page of • 2335 Highway 36 W St.Paul,MN 55113 Tel 651-636-4600 Fax 651-636-1311 www.bonestroo.com COPBonestroo December 11, 2007 City of Oak Park Heights 14168 Oak Park Blvd. N. PO Box 2007 Oak Park Heights, MN 55082 Attn: Mr. Eric Johnson Re: 250,000 Gallon Elevated Water Tank Repaint BRAA File: 55-07147-0 Dear Eric, Attached with this letter is KLM Engineering, Inc. Invoice No. 3364 for the amount of$6,779.00. This invoice is for work performed from October 5, 2007 to November 16, 2007. Work during this period included inspection of tank rehabilitation and painting. I have included KLM's daily inspection reports which we received copies of for this time period for your file. The invoice and daily inspection reports have been reviewed and found to be in order. It is recommended that this invoice be paid from the project construction account. Please let us know if you have any questions regarding this letter or the attached invoice. Respectfully Submitted, BONESTROO Timothy L. Grinstead Project Manager Enclosures cc: MRR, DMP, file Shawn Mulhern— • erin Inc. St.Paul St.Cloud Rochester Milwaukee Chicago Engineers Architects Planners KLM ENGINEERING, INC. I nvo i c " P.O. Box 897 3394 Lake Elmo Ave.N. DATE INVOICE NO. Lake Elmo,MN 55042 11/20/2007 3364 CUSTOMER PROJECT DESCRIPTION Bonestroo Reconditioning of 250,000 Gallon 2335 Highway 36 Single Pedestal Spheroid St. Paul, MN 55113 Located in Oak Park Heights,MN Attn: Mark Rolfs Services 10/6 - 11/16/07 P.O. NO. TERMS PROJECT MN2414 DESCRIPTION QTY RATE AMOUNT Field Inspection-Rod Ellis (Hrs) 66 85.00 5,610.00 Project Supervision (Hrs) 9 85.00 765.00 Clerical (Hrs) 5 55.00 275.00 Cell Phone 1 25.00 25.00 Film and Developing(including Digital) 1 50.00 50.00 Travel to Site (Miles) 90 0.60 54.00 Make all checks payable to KLM ENGINEERING, INC. For questions Total call Laurie Sylte at(651) 773-5111 $6,779.00 • 2335 Highway 36 W St.Paul,MN 55113 Tel 651-636-4600 Fax 651-636-1311 www.bonestroo.com "` •�'Bonestroo November 28, 2007 ‘L. 41'. LeadCon, Inc 163 Riverview Acres Road Hudson, WI 54016 Attn: Sara Sommerfeld Re: Oak Park Heights, Minnesota Oak Park Heights 250,000 Gallon Elevated Tank Repaint Project Project No. 000055-07147-0 Pay Request No. 2 &Final Dear Sara: Attached are four copies of Request for Payment No. 2 & Final in the amount of$180,420.00 for work completed through November. This work includes all remaining work items related to the project. A punchlist of some minor items was sent to you yesterday. Those items need to be completed prior to the Owner making the final payment.. Please sign three copies and send them back to us-and-we will submit it to the City Council for approval and final payment. The copy stamped Contractor's Copy is for your file. We have received the copies of the Consent of Surety, IC-134 form and the Waste Manifest Papers that will accompany this request to the Owner. Please feel free to contact me at 651-604-4881 if you should have any questions. It has been a pleasure working with LeadCon, Inc. on this project. Sincerely, BONESTROO Timothy L. Grinstead Project Manager cc: Eric Johnson, City of Oak Park Heights Tom Ozzello, City of Oak Park Heights Mark Vierling, City Attorney MRR, DMP, file St.Paul St.Cloud Rochester Milwaukee Chicago Engineers Architects 2335 Highway 36 W St.Paul,MN 55113 Tel 651-636-4600 Fax 651-636-1311 www.bonestroo.com Bonestroo September 27, 2007 LeadCon, Inc 163 Riverview Acres Road SEP 2 8 Hudson,WI 54016 Attn: Kevin Adkins Re: Oak Park Heights, Minnesota Oak Park Heights 250,000 Gallon Elevated Tank Repaint Project Project No. 000055-07147-0 Pay Request No. 1 Dear Kevin: Attached are four copies of Request for Payment No. 1 in the amount of$126,920.00 for work performed through September. This work includes items such as mobilization, exterior and interior painting, containment, and welding and grinding repairs. Please sign three copies and send them back to us and we will submit it to the City Council for approval. The copy stamped Contractor's Copy is for your file. Please feel free to contact me at 651-604-4881 if you should have any questions. Sincerely, BONESTROO 1 . Timothy L. Gr stead Project Manager cc: Eric Johnson, City of Oak Park Heights Tom Ozzello, City of Oak Park Heights Mark Vierling, City Attorney MRR, DMP, file St.Paul St.Cloud Rochester Milwaukee Chicago Engineers Architects Planners .11g. Owner: City of Oak Park Heights, 14168 Oak Park Blvd, Oak Park Heights, MN 55082 Date: September 27, 2007 For Period: 4/2/2007 to 9/27/2007 Request No: 1 Bonestroo Contractor: LeadCon, Inc., P.O. Box 907, Hudson,WI 54016 CONTRACTOR'S REQUEST FOR PAYMENT OAK PARK HEIGHTS 250,000 GALLON ELEVATED TANK REPAINT BONESTROO FILE NO. 000055-07147-0 SUMMARY 1 Original Contract Amount $ 296,650.00 2 Change Order-Addition $ 0.00 3 Change Order- Deduction $ 2,000.00 4 Revised Contract Amount $ 294,650.00 5 Value Completed to Date $ 133,600.00 6 Material on Hand $ 0.00 7 Amount Earned $ 133,600.00 8 Less Retainage 5% $ 6,680.00 9 Subtotal $ 126,920.00 10 Less Amount Paid Previously $ 0.00 11 Liquidated damages- $ 0.00 12 AMOUNT DUE THIS REQUEST FOR PAYMENT NO. 1 $ 126,920.00 Recommended for Approval by: BONESTROO Approved by Contractor: Approved by Owner: LEADCON, INC. CITY OF OAK PARK HEIGHTS Specified Contract Completion Date: Date: October 19, 2007 000055-07147-0 PR1.xls • Contract Unit Quantity Amount No. Item Unit Quantity Price to Date to Date BASE BID: 1 MOBILIZATION, MOVE IN AND OUT INCLUDING CLEAN UP LS 1 5000.00 0.5 $2,500.00 2 EXTERIOR CLEANING, SURFACE PREPARATION, DISPOSAL AND PAINTING AS SPECIFIED LS 1 60000 00 0.3 $18,000.00 3 INTERIOR WET CLEANING, SURFACE PREPARATION, DISPOSAL AND PAINTING AS SPECIFIED LS 1 65000.00 0.7 $45,500.00 4 INTERIOR DRY CLEANING,SURFACE PREPARATION, DISPOSAL AND PAINTING AS SPECIFIED LS 1 30000.00 $0.00 5 STRUCTURAL REPAIRS AND MODIFICATIONS AS SPECIFIED IN SECTION 15240-STEEL WATER RESERVOIR REPAIRS LS 1 35000.00 0.85 $29,750.00 6 ALLOWANCE FOR NON-SPECIFIED WELDING AND GRINDING REPAIRS PER SECTION 15240-STEEL WATER RESERVOIR REPAIRS HR 85 90.00 85 $7,650.00 7 FULL, NEGATIVE-AIR CONTAINMENT LS 1 62000.00 0.5 $31,000.00 8 REGRADE SITE AROUND TANK TO DRAIN TO STORM BEEHIVE STRUCTURE LS 1 3000.00 $0.00 9 SODDING, LAWN TYPE WITH 4" OF TOPSOIL SY 200 20.00 $0.00 10 4'X6'OVERFLOW SPLASH PAD LS 1 1000.00 $0.00 TOTAL BASE BID: $134,400.00 ALTERNATE NO. 1 -CATHODIC PROTECTION SYSTEM: 11 INSTALL A NEW CATHODIC PROTECTION SYSTEM INSIDE THE WET INTERIOR AS SPECIFIED IN SECTION 16640-(ADD) LS 1 12000.00 0.1 $1,200.00 TOTAL ALTERNATE NO.1 -CATHODIC PROTECTION SYSTEM: $1,200.00 ALTERNATE NO.2-REPLACE EXPANSION JOINT: 12 REMOVE THE EXISTING RISER PIPE EXPANSION JOINT AND REPLACE WITH A NEW STAINLESS STEEL EXPANSION JOINT-(ADD) LS 1 12000.00 $0.00 TOTAL ALTERNATE NO.2-REPLACE EXPANSION JOINT: $0.00 CHANGE ORDER NO.1: 1 CHANGE IN CONTRACT TIMES LS 1 -2000.00 1 $2,000.00 TOTAL CHANGE ORDER NO.1: ($2,000.00) TOTAL BASE BID: $134,400.00 TOTAL ALTERNATE NO. 1 -CATHODIC PROTECTION SYSTEM: $1,200.00 TOTAL ALTERNATE NO.2-REPLACE EXPANSION JOINT: $0.00 TOTAL CHANGE ORDER NO 1: ($2,000.00) TOTAL WORK COMPLETED TO DATE $133,600.00 000055-07147-0 PR1 xls PROJECT PAYMENT STATUS OWNER CITY OF OAK PARK HEIGHTS BONESTROO FILE NO. 000055-07147-0 CONTRACTOR LEADCON, INC. CHANGE ORDERS No. Date Description Amount 1 5/31/2007 This Change Order is for a change in contract time. -$2,000.00 Total Change Orders ($2,000.00) PAYMENT SUMMARY No. From To Payment Retainage Completed 1 I 04/02/2007 I 09/27/07 I 126,920.00 I 6,680.00 I 133,600.00 I Material on Hand Total Payment to Date $126,920.00 Original Contract $296,650.00 Retainage Pay No. 1 6,680.00 Change Orders -$2,000.00 Total Amount Earned $133,600.00 Revised Contract $294,650.00 000055-07147-0 PR1.xls 2335 Highway 36 W St.Paul,MN 55113 • Tel 651-636-4600 Fax 651-636-1311 www.bonestroo.com Bonestroo September 24, 2007 COPY LeadCon, Inc 163 Riverview Acres Road Hudson, WI 54016 Attn: Kevin Adkins SEP 2 5 2007 Re: Oak Park Heights, Minnesota Oak Park Heights 250,000 Gallon Elevated Tank Repaint Project Project No. 000055-07147-0 Dear Kevin: Attached is Change Order No. 2 for the above referenced project for additional work requested on the top landing. The change order includes a add to the contract of$9,800 as agreed between you and the City. Please sign all four copies and send them back to us and we will submit it to the City Council for final approval. Please feel free to contact me at 651-604-4881 if you should have any questions. Sincerely, BONESTROO �7 Timothy L.‘instead Project Manager cc: Eric Johnson, City of Oak Park Heights Tom Ozzello, City of Oak Park Heights Mark Vierling, City Attorney MRR, DMP, file St.Paul St.Cloud Rochester Milwaukee Chicago Engineers Architects Planners Owner. City of Oak Park Heights, , 14168 Oak Park Blvd, Oak Park Heights, Date September 24, 2007 Contractor: LeadCon, Inc., P.O. Box 907, Hudson,WI, 54016 Bonestroo Bond Company: United Fire &Casualty Co., 118 2nd Ave. SE, Cedar Rapids, IA 52407 Bond No: 54-164738 CHANGE ORDER NO. 2 OAK PARK HEIGHTS 250,000 GALLON ELEVATED TANK REPAINT BONESTROO FILE NO. 000055-07147-0 Description of Work This Change Order is for a change in contract work and time. CHANGE ORDER NO. 2 This change order is required to modify the upper partial landing located beneath the wet interior into a full landing. Welding the required bracing to construct a complete landing will be needed. Add drain piping to the landing so that the upper landing will function as a condensate ceiling and connect the drain pipe to the over flow pipe and include a check valve to prevent over flow from entering the landing. 5 extra days will also be added to the completion date to complete this work. The new modified completion date will become October 24, 2007. Contract Unit Total No. Item Unit Quantity Price Amount 1 MODIFIY THE UPPER INTERIOR PARTIAL LS 1 $9,800.00 $9,800.00 LANDING INTO A FULL LANDING WITH DRAIN TOTAL CHANGE ORDER NO. 2 $9,800.00 000055-07147-0 CO2.xls Original Contract Amount $296,650.00 Previous Change Orders -$2,000.00 This Change Order $9,800.00 Revised Contract Amount(including this change order) $304,450.00 CHANGE IN CONTRACT TIMES Original Contract Times: Substantial Completion (days or date): 20-Jun-07 Ready for final Payment(days or date): 3-Jul-07 Increase of this Change Order: Substantial Completion (days or date): 5 DAYS Ready for final Payment(days or date): 5 DAYS Contract Time with all approved Change Orders: Substantial Completion (days or date): 24-Oct-07 Ready for final Payment(days or date): 24-Oct-07 Recommended for Approval by: BONESTROO Date: Approved by Contractor: Approved by Owner: LEADCON, INC. CITY OF OAK PARK HEIGHTS Date Date • cc: Owner Contractor Bonding Company Bonestroo&Assoc. 000055-07147-0 CO2.xls z , 2335 Highway 36 W St.Paul,MN 55113 Tel 651-636-4600 SEP 19 7fl Fax 651-636-1311 www.bonestroo.corn COPSeptember 18, 2007 �r'Bonestroo LeadCon, Inc 163 Riverview Acres Road Hudson, WI 54016 Attn: Kevin Adkins Re: Oak Park Heights, Minnesota Oak Park Heights 250,000 Gallon Elevated Tank Repaint Project Project No. 000055-07147-0 Dear Kevin: This letter is to inform you that the City of Oak Park Heights City Council chose the final exterior colors of the tank on Tuesday, September 11, 2007. We were notified by the City today with these colors. The colors for the tank shall be: Tank Color=Twine—68BR Name Lettering= Balsam—91GN We have attached an updated tower drawing with the correct color selections for your file as well. Please contact me at 651-604-4881 if you should have any questions regarding the tank color selections. Sincerely, Bonestroo /------":": yfr .0 / Timothy L. Grinstead Project Manager Cc: Tom Ozzello, Eric Johnson—City of Oak Park Heights Shawn Mulhern—KLM MRR, file St.Paul St.Cloud Rochester Milwaukee Chicago Engineers Architects Planners f UP!I'•�r 11r11111P° "gar1if��"er1f1^ll• U ./M 1/' is?II ' Al�1 Ir UM MI l�l II Ii 11111111 1" t\. ./ /ii ■ 111 'NM BUR UUI/An I1 II 1111 1tf IL IMO Is inunnu numminun��mmnumm��i �m mus OF TANK MI■ U M1 Iii ■' 11 II MMf ma I INN! it All ■■ IUI II :� UUU MUM /- Cam; a II ■ 1U1 1■►�_ Ill nof CITY NAME LETTERING TO BE PAINTED SOLID 12"x12" GRID COLOR TO BE BALSAM - 91G TANK COLOR TO BE TWINE - 68BR TOWER NAME SIGN SCHEME Bonestroo OAK PARK HEIGHTS, MINNESOTA p Rosene 250,000 GALLON ELEVATED WATER TANK FIGURE 5 Anderlik & Associates NK REPAINT Engineers & Architects 5507147F05.DWG DATE:FEB. 2007 COMM: 5507147 Draft Water Tower Site Plan and issues - Normally a 250' X 250' Site Set-up Starting 8/20/05 — Construction starts 9/5/07 7AM to 7 PM Monday through Saturday Complete by October 19, 2007 - Two Sand Blast trailers, one Air compressor trailer and Tank Truck take 40' X 80' footprint planned south of PW Garage to west tree line. No crossing of high pressure air hose lines. - Air Curtain and Shroud will overhang tower by about 25 feet. - Required to be buried at 6 foot (air and weight seal) takes out cherry tree and all shrubs and rock currently around tower. - Temporary drive to be kept open between Tower Shroud and Well house for PW - Dumpster to be moved to accessible point for construction period - Trail closed ahead at intersection and trail closed at NE corner of building— People may use unofficial trail east of Police Garage - Air handling and HEPA filter building to SE of tower—Cuts off through street and some parking - Road closed signs at both City Hall entries—in/out parking maintained by temporary center stripe— - Trim corner parking stalls for through access—maintain minimum of 20 parking - Awnings may need to be placed over entry sidewalk and some parking areas during some work - Impound vehicles will need to use trail access or ? - PW to recover signs and material it wants—also remove right turn arrow at east entrance - Contact list and daily in/out log of workers maintained by PW - PW to drain tower over Labor Day Weekend - Draft site plan attached s¢ tersection . -, 4* .„ u. Barricade at trail in Closed Ahead Trail 0 U Cr O `t O r o � Z U ❑ ... cet E1 • Construction Zone if -"- „ n O 2,„ C� C w. A O , , .,, , , 0 f'" 7 1 ei f., .i. ...wk Ct o - i , •- O iiiiiiiiiic - _. . O y Park-4 w2/HC : ' I C0,11 VIIIIIII o O • stir �e fD �` F _ Oldfield Detour - _ _.. r � L- ii.li" — . o V -Temp Stripe W. til 12121Fale "CI t *I O 70 a CI ev C ol • , 2335 Highway 36 W St.Paul,MN 55113 4 Tel 651-636-4600 fax 651-636-1311 www.bonestroo.com Bonestroo June 1, 2007 COPY LeadCon, Inc 163 Riverview Acres Road Hudson,WI 54016 , ' 4 2001 Attn: Kevin Adkins I Re: Oak Park Heights, Minnesota `_ .. Oak Park Heights 250,000 Gallon Elevated Tank Repaint Project Project No. 000055-07147-0 Dear Kevin: Attached is Change Order No. 1 for the above referenced project with the change in contract time. The change order also includes a deduct to the contract of$2,000 as agreed between you and the City. Please sign all four copies and send them back to us and we will submit it to the City Council for approval. Please feel free to contact me at 651-604-4881 if you should have any questions. Sincerely, BONESTROO <47:eofzee..,:tr. Timothy L. Grinstead Project Manager cc: Eric Johnson,City of Oak Park Heights Tom Ozzello, City of Oak Park Heights Mark Vierling, City Attorney MRR, DMP,file St.Paul St.Cloud Rochester Milwaukee Chicago Engineers t, Architects Planners Owner: City of Oak Park Heights, , 14168 Oak Park Blvd, Oak Park Heights, Date June 1, 2007 Contractor: LeadCon, Inc., P.O. Box 907, Hudson,WI, 54016 Bonestroo Bond Company: Bond No: CHANGE ORDER NO. 1 OAK PARK HEIGHTS 250,000 GALLON ELEVATED TANK REPAINT BONESTROO FILE NO. 000055-07147-0 Description of Work This Change Order is for a change in contract time. CHANGE ORDER NO. 1 This change order is required to modify the project working and completion dates from the spring to the fall and the implementation of liquidated damages if not completed by the new completion date. Work on this project shall begin on September 5, 2007 and all work shall be completed by October 19, 2007. Should the Contractor fail to complete the project by the October 19, 2007 completion date, the Contractor agrees to be assessed a $2,000 per day penalty for each day beyond project completion. If the Owner is able to allow LeadCon on the site prior to the September 5th Date, they will make all efforts to allow this, but this has many variables and cannot be guaranteed. The Contactor hereby also agrees to a price reduction of$2,000 in additional consideration for the revised dates. Contract Unit Total No. Item Unit Quantity Price Amount 1 CHANGE IN CONTRACT TIME LS 1 ($2,000.00) ($2,000.00) TOTAL CHANGE ORDER NO. 1 ($2,000.00) 000055-07147-0 COl.xls • Original Contract Amount $296,650.00 Previous Change Orders $0.00 This Change Order -$2,000.00 Revised Contract Amount(including this change order) $294,650.00 CHANGE IN CONTRACT TIMES Original Contract Times: Substantial Completion (days or date): 20-Jun-07 Ready for final Payment(days or date): 3-Jul-07 Increase of this Change Order: Substantial Completion (days or date): 19-Oct-07 Ready for final Payment(days or date): 19-Oct-07 Contract Time with all approved Change Orders: Substantial Completion (days or date): 19-Oct-07 Ready for final Payment(days or date): 19-Oct-07 Recommended for Approval by: BONESTROO i Date: Approved by Contractor: Approved by 0 er: LEADCON, INC. CITY OF OAK P A RK HEIGHTS Date Date crj. o\ cc: Owner Contractor Bonding Company Bonestroo&Assoc. 000055-07147-0 CO1.xls Page l of 1 Eric A. Johnson From: Eric A. Johnson Sent: Tuesday, May 29, 2007 3:06 PM To: Postler, Dennis M Cc: Mark Vierling Subject: Water Tower 1 5/29/07 Dennis, Per our conversation at this point the City will accept the letter from LeadCon stating that they ordered the steel "on-time" as provided by General Construction Services. The City will agree to remove the$10,000 penalty, but the work must be per the 6-week window Sept 5 through Oct 19th and with the revised penalties. (PLease see paragraph 3 of Bonestroo's 5/10107 letter to LeadCon) At this time A change Order should be prepared that reflects the above. The DRAFT letter prepared by Mr. Grinstead should not be sent Please send me the breakdown of the$4,000 estimate as indicated by Mr.Grinstead. Thank You Eric Eric Johnson City Administrator, City of Oak Park Heights eajohnson@c#yofoakparkheights.com phone-651-439-4439 fax-651-439-0574 City of Oak Park Heights 14168 Oak Park Blvd. PO Box 2007 Stillwater,MN 55082 5/29/2007 P �3;�12i'J�1�'- verleraI 7n;tri,�"don `€:erY I\;.'r�y �. 07 1� . :a ,� / ,.,,4 GE;NERA9.. CONSTRUCTION SERVICES, INC. F\' 222 COMMERCIAL STREET n STILLWATER MN 55082 Ir,� `1� I \, .� ,851'i 27E-0114 • FAX 3651 1275-0115 Ijl; 1 I 1 ,\'', \! •1 ,j il;Il GENERAL May 23, 2007 Sent Via l+aCSitnile 2r�U.S. Mail Fax #71.5.549.5669 L,eadcoti, Inc. P.O. Box 907 Hudson• WI 54016 RE: Oak Park Heights, Minnesota Parts Dear Sara: t ^.r<9, We C c1T� This letter C:OZ1�11Ttla the order you planed the week of April 2ti scheduled to deliver the parts ±e week of June 17th reached If Y you have any additional questions or concerns, I can be directly at 715.760.0798. Yours truly, David C. Webb Ccristruc:tl0f Manager ERECTORS, AND PAINTERS OF ELEVATED WATER STORAGE TANKS ENGINEERS, FABRICATORS, WWW.GENTANK.COM Writer's Direct Dial: (651)351-2118 Writer's Email: mvierling@eckberglammers.com May 22,2007 Mr. Timothy Grinstead Bonestroo,Rosene, Anderlik&Associates 2335 West Highway 36 St. Paul,MN 55113 Re: City of Oak Park Heights— Water Tower No. 1 Project Contractor: Lead Con Dear Mr. Grinstead: I have reviewed the City's file relative to the above-referenced project and from those documents the following chronology of events is apparent. a. Lead Con signed the contracts relative to this particular project on April 9,2007 and thereafter forwarded them back to the City for execution by the City. b. The City executed the contracts on or about April 24,2007,with a signed copy being returned to Lead Con on April 26. c. On May 7,Lead Con requested a change order he relative certain that performance ttheyann need date on the contract,construct or have indicating that they had difficulty obtaining steel for the relative to the project in rehabilitating/repainting the water tower. Since that date,there have been a number of exchanges between your offices and that of Lead Con, as on of their o der of the steel well as the City,requesting and requiring Lead Con pro vide us with verification curtain or the fabrication of same so that we could document Con substantiate a the nature d to of their t request has that they could not obtain that for several weeks. So far e I understand that your offices have contacted other contractors who have informed you that they hen the obtain the like material within a week to two week period of time. It appears to this office that,gie ven dates that were originally specified within the contract which requ ordered t e completion of an project in substance by June 20 and completely by July 3, had Lead Con 2335 Highway 36 W St.Paul,MN 55113 Tel 651-636-4600 Fax 651-636-1311 www.bonestroo.com COPY May 14, 2007 Bonestroo LeadCon, Inc 163 Riverview Acres Road Hudson, WI 54016 M P Attn: Kevin Adkins , 6 Re: Oak Park Heights, Minnesota Oak Park Heights 250,000 Gallon Elevated Tank Repaint Project Project No. 000055-07147-0 Dear Kevin: Bonestroo is in receipt of your letter dated 14 May 2007 concerning your agreement to changing the working dates without the $10,000 deduct. Before they make any decisions on this request,they are requiring that you provide the steel invoice today. Per our letter of May 10, 2007 "The Owner has requested that LeadCon submit a real invoice or receipt of the date the steel was ordered that was provided by the shop it was ordered from." Also included in this letter was, "The Owner will require a real copy of the steel invoice for proof of date of order as mentioned above to consider this change order." Submission of this invoice/receipt is needed today. Please let me know if you have any questions. Thanks. Sincerely, BONESTROO Timothy L. rinstead Project Manager cc: Eric Johnson, City of Oak Park Heights Tom Ozzello, City of Oak Park Heights Mark Vierling, City Attorney MRR, DMP, file St.Paul St.Cloud Rochester Milwaukee Chicago Engineers Architects Planners ' 2335 Highway 36 W St.Paul,MN 55113 Tel 651-636-4600 Fax 651-636-1311 www.bonestroo.com May 10, 2007 Bonestroo LeadCon, Inc Copy 163 Riverview Acres Road Hudson,WI 54016 Attn: Kevin Adkins Re: Oak Park Heights, Minnesota Oak Park Heights 250,000 Gallon Elevated Tank Repaint Project ,' 4 200' Project No. 000055-07147-0 Dear Kevin: The Owner has reviewed the information you submitted and your requested time modification requests and they have the following comments and response. Comments: 1. The Owner has requested that LeadCon submit a real invoice or receipt of the date the steel was ordered that was provided by the shop it was ordered from. Proposals: 2. LeadCon shall complete the work as required by the contract, this includes all penalties. Or 3. The Owner will agree to a revised date less than proposed by LeadCon in the fall so that the work is commenced Sept 5th and completed not later than Oct 19th. In return for this date amendment, LeadCon will reduce the total contract price by$10,000. Additionally,should LeadCon fail to complete the project By Oct 19th they will agree to be assessed a $2,000 per day penalty for each day beyond project completion. If the Owner is able to allow LeadCon on the site prior to the September 5th date, they will make all efforts to allow this, but this has many variables and cannot be guaranteed. If LeadCon agrees to the last proposal, a change order in its affect will need to be drafted and submitted to the City no later than May 14, 2007. We will draft a change order immediately after receiving a reply from you accepting the time modification as mentioned above. The Owner will require a real copy of the steel invoice for proof of date of order as mentioned above to consider this change order. St.Paul St.Cloud Rochester Milwaukee Chicago Engineers Architects Planners Please let me know if you have any questions or comments. Please advise us if LeadCon is in agreement with the last proposal or wishes to remain with the dates and conditions specified in the contract. Sincerely, BONESTROO f—� p Timothy L. rinstead Project Manager cc: Eric Johnson, City of Oak Park Heights Torn Ozzello, City of Oak Park Heights Mark Vierling, City Attorney MRR, DMP,file ECKBERG ti LAMMERS i ATTORNEYS AT LAW 1809 Northwestern Avenue, Suite 110 Writer's Direct Dial: Stillwater, Minnesota 55082 (651)351-2118 (651)439 2878 Fax (651)439-2923 Writer's E-mail: www.eckberglammers.com mvierling@eckberglammers.com April 18, 2007 Eric Johnson City Administrator City of Oak Park Heights 14168 Oak Park Blvd. N. Oak Park Heights, MN 55082 Re: 250,000 Gallon Elevated Tank Repainting Project Bonestroo File No. 00055-07147-0 Dear Eric: We now have the insurance certificate in hand from Leadcon, Inc. which was omitted from their previous submission to us with the contracts. I have reviewed same and find that although the coverage limits are acceptable,the term of the liability insurance is scheduled to expire on June 30,2007. As this, insurance may expire before the project is completed,we are suggesting that a replacement insurance certificate be supplied by the contractor. Aside from the insurance certificate issue, we have reviewed the performance and payment bonds and contract documents and find them to be in order and compliant with statute and the city ordinance in such case made and provided and recommend their execution on behalf of the City. Please be advised that you have been provided four copies of the insurance contracts,two of which need to be returned to the contractor (one for their bonding company). One will be retained by the City, the other to be forwarded back to the City's engineering consultant. If .u-have an questions with regard to this matter,please feel free to contact me directly. Y• rs very tru , ark J. Vierling MJV/sdb Enclosure ECKBERG. LAMMERS. BRIGGS. WOLFF f3 VIERLING. PLLP Family Law/Divorce • Business and Commercial Law • Criminal Law • Personal Injury/Wrongful Death obate • Real Estate • Land Use Law • Mediation • Municipal Law • Civil Litigation Page 1 of 2 ( 6r1\ Eric A. Johnson n�2 O From: Tom Ozzello j \ .- Sent: Tuesday, April 03, 2007 12:22 PM // - - �� To: Eric A. Johnson; 'Erickson, Karen S' l./ Subject: RE: Alternate to water tower. Attachments: Tom Ozzello(Business Fax).vcf I just finished some back and forth and detailed discussion with Mark Rolfs at Bonestroo. He and I are both recommending the expansion joint installation. That is the only point on a tower I have ever had to make an emergency repair at and doing that repair at a later date is very expensive and requires a recoating of the interior welded areas after the repair. Both Mark and I are pretty neutral on the Cathodic Protection. It should not be needed for the first 7 years and is not likely to be needed for the first 12 years. Both of those assumptions are that no mistakes are made in the application of the interior coating. It is strictly an added insurance cost(and yearly maintenance fee after year 2)for the first decade. I would require the addition of a cathodic protection system by year 10. It actually makes some sense to have it installed now in that we will eventually have to install it anyway and installing it now guarantees the install does not damage any coating. Over the lifetime of the coating, it will add to yearly costs but save significantly if there is any unseen damage to the coating,again emphasizing the insurance costs aspect. Because the repair and rehabilitation costs can be so high if we do not protect the base metal, I am recommending that we install the cathodic protection now rather than planning on a retrofit install in 10 years. I won't have to deal with the next recoat on this tower(in 20 years or so) but will leave the tower in the best shape possible for the next recoating. Both alternative 1 (cathodic protection)and alternative 2(expansion joint)are recommended for addition to the project. Tom Ozzello, Public Works Director City of Oak Park Heights, MN 651-439-4439 From: Eric A. Johnson Sent: Tuesday,April 03, 2007 9:12 AM To: Tom Ozzello; Erickson, Karen S Subject: Alternate to water tower. 4/3/2007 . k 2335 Highway 36W St.Paul,MN 55113 Tel 651-636-4600 Fax 651-636-1311 www.bonestroo.com March 30, 2007 Bonestroo LeadCon, Inc 163 Riverview Acres Road Hudson, WI 54016 Re: Oak Park Heights, Minnesota Oak Park Heights 250,000 Gallon Elevated Tank Repaint Project Project No. 000055-07147-0 Contract Documents Enclosed are four Contract Documents between you and the City of Oak Park Heights covering the above-referenced Project. Please complete Specification Section 00520 Agreement Form, Section 00610 Performance Bond, and Section 00615 Payment Bond. The insurance and indemnity requirements shall be provided. After the bonding company has completed the Contract Documents, forward them to the attorney listed below who will review them for the City of Oak Park Heights: Mark Vierling Eckberg Lammers Briggs Wolff&Vierling 1809 Northwestern Avenue, Ste 110 Stillwater MN 55082-7521 After the necessary officials have signed the Contracts, they will be distributed as follows: 2 copies LeadCon, Inc. (1 -your file, 1 -your bond company) 1 copy Oak Park Heights, Attention: Eric Johnson 1 copy Bonestroo&Associates, Attention: Mark Rolfs Upon receipt of a signed Contract and a filed Certificate of Insurance, approved by the City of Oak Park Heights' attorney, a pre-construction conference will be scheduled with you and the City of Oak Park Heights to review the Project. Sincerely, BONESTROO 4AUL1°)t. Mark R. Rolfs, P.E. Enclosures: Four Contract Documents cc: Eric Johnson, City of Oak Park Heights St.Paul St.Cloud Mark Vierling, City Attorney Rochester Milwaukee Chicago Engineers Architects Planners 2335 Highway 36 W St.Paul,MN 55113 Tel 651-636-4600 Fax 651-636-1311 www.bonestroo.com #Bonestroo March 30, 2007 Mr. Eric Johnson Oak Park Heights 14168 Oak Park Blvd. Oak Park Heights, MN 55028 Re: Oak Park Heights 250,000 Gallon Elevated Tank Repaint Project Project No. 000055-07147-0 Return of Original Bids Dear Mr. Johnson: Enclosed are all of the original Bids and Bid Securities that were received on the above-referenced Project. We have retained a copy of only the low Bid for our files. Sincerely, BONESTROO Mark R. Rolfs, P.E. Enclosures St.Paul St.Cloud Rochester Milwaukee Chicago 2335 Highway 36 W St.Paul,MN 55113 Tel 651-636-4600 Fax 651-636-1311 www.bonestroo.com March 21, 2007 Bonestroo Honorable Mayor and City Council Oak Park Heights P.O. Box 2007 14168 Oak Park Blvd. Oak Park Heights, MN 55028-3007 Re: Oak Park Heights 250,000 Gallon Elevated Tank Repaint Project File No. 000055-07147-0 Bid Results Bids were opened for the Project stated above on Tuesday, March 20, 2007. Transmitted herewith is a copy of the Bid Tabulation for your information and file. Copies will also be distributed to each Bidder. There were a total of three Bids. The following summarizes the results of the Bids received: Alternate Alternate Contractor Bid Amount No. 1 No. 2 Low LeadCon, Inc. $272,650.00 $12,000.00 $12,000.00 #2 Classic Protective Coatings, Inc. $324,270.00 $15,050.00 $9,850.00 #3 TMI Coatings, Inc. $343,300.00 $12,500.00 $5,500.00 The low Bidder on the Project was LeadCon, Inc. with a Base Bid of $272,650.00. This compares to the Engineer's Estimate of $320,000.00. These Bids have been reviewed and found to be in order. If the City Council wishes to award the Project to the low Bidder, then LeadCon, Inc. should be awarded the Project on the Base Bid Amount of$272,650.00. It has been decided to not award the bid with Alternate No. 1 or Alternate No. 2. Should you have any questions, please feel free to contact me at (651) 604-4872. Sincerely, BONESTROO j(K)1 f /,,1 Paul Mark R. Rolfs, P.E. St.St.Cloud Rochester Milwaukee Chicago as cil •V c t m 'y m h N S N y as s LLjc'o w 0 0 • ��. z 0 0 0 0 ° 00 0 008 00 _ 0 d oo S c) .0 CO, OrO d 0 0 0 0 0 i°G 0 ° ° ° 8 0 �„� O N 00' 0 LC) O O 00103 b•m H CO .- M M 0103 69 H9 N N CO m 1 p) 2 c ifl 69 c. W ID Z � v W 0 is m U 8 O 0 0 0 °O 00 0 00 00 CI i m 0 0 0 0° _ �; c°o 0 0 0 0 0_°o 0 oo 0 0 Z ' N 0 W C''') N 0 N N Y H9 `� 69 2 t et. °' 0 0 0 0 000 0 0008 08 F. Y _ O O - n 0 0 0 > 3 0 0°0 0)) r 0)) N 0 n 0 0 i. to O 6 6 O O G .4; ~ d9 b^9 (09 0 d9 d9�N O O _0 H 0 r zee 0 C 1375 p V 0 0 0 0 0 00 0 00 W U 'i Op pj o ppO o N o 0 .. Z m U a 8 0 'i �[ ON) r 0 lNp ^ O CO °) r o r o 'a) 0 To e c o N co of rn69 0 LL o • a a ,_�0 Z ° 0 0 8 0 88 0 o _ Oo o 888 88 ~ 3 O ° 8 0 0 2 O 8 8 8 81 r V 0 ('� e} O ~ EA yj CO CO 69 fH(fl ^ m d p t9 U W Q 0 a o 0 O O O O 0 Pm 0 ° 0 0 O CO II) 0 0 O 0 p (7 OT +a„ O O O O O m 41,0 0 669 0 00 W C CO ( Mo to M 8 h b9 d9 2 a H9 N C O r V9 0 0 T T- u) .- r 8 - r CO S N 0 U Ti W _ 2 Y a -o -1C CO CD J J J -= J J CO J J H O iii O a W z c W W ' ~ U a ~ o a 0 0 w LL W ? _w CC W O LL W O U 0 I p cc p H 0 2 d c m z p Q z p Z p Z W W LL a W Z Y a p U H ? FZ- 0 Q Li- ce -� J J 0 LLQ WOQ Qa W I < Q O _w 0 U 5 z mwejK (10 0 < W � � C'33 Z � > � _ _ � ZLL r E > > Za `—` QaLLadLL � canWCnOoWCn � � ww g a = � Wp^G O2 — 00U JUOwcoUQ �'" ZZwc0= w }d U WHw � O Z W F- � QZpwUp W JO W wQ �nQZ � (nQQZ I- U) r F al- Q W F c ww a a. 0 a cn ' BOO � wQ � z c )L. >- n . < v- Z JZCnW zU ? Zcn � Z � OLLp � OC � � 03 Om Uco mmozU) N B o0dom OcncCO () QON WzN > w z Io `a0 oo ¢_z - ‹wmQOaCacry � ¢ TOzar = 0W � J LL /11 � 0Z0 � p OU mJ ° °Q ? oazoQZ � � o � QZo � ° z -' > m zc0 _Iofw- zap o CC f/� m - WZWw _ZWdZPW00I- w JmZ_ p (0Oa W WQWZO J W m- m � � et 0UkmQzI < bI < I- OWW _J, wWw� waZ00x ~ 1OcpOljUl— O o ` mm _ waa ? d0_zme min � Q � 0 - 1O ) H ' �O Q0? d � C0FOa q0=C ID - z r N Ch (O 0 O - 0 L. 88 7 00 d i %$ § E $ 0G � % 2 ° 7 000 . 2 8 Azz j \k i- a 7 kJ-3 § § � 22 I r Q _ e _— �mo K \ \ kkk }kk 88 a ■ § $ E ® � O _&m $ � G z • o ~ k ■mac § ' . - * 2 20 � 0 z 2 � qm m0 O. \ . W � § kJt = a ° k -_k2 , k ® MON0 - - » $ $ ( oSzlbt-= amz 88 00 _ d 2§ i 9 / f a co CO m /V k §° `■ p >8 -sm T0§ 2 a. / % §\/ o2f 2 I ©d - 2 � C ��coƒ� ƒ §k i's kƒ £d ƒ� A .0 ® 2 � 0. k 0 m ) C ® I / 0 < k z f § z \ LLI » 2 2 w < a w = .cI w z 0 $ mow ■ 2 5 E ƒ- , 0, 5 igh wow § §■ zze z = _ {{ 22 1_ � 2 d _ R _ W a ■ w w }ƒ } kE� 2 w co agw � � k22 k m z ■ > m ® y 0 i- I2 § E ; � I M aUJƒ w / § Fw 2 U) 0 z EE N 0 Bonestroo Rosene BIDDER: LEAOCoN I INS Anderlik& Associates Engineers&Architects DOCUMENT 00410 BID FORM OAK PARK HEIGHTS 250,000 GALLON ELEVATED TANK REPAINT FILE NO.000055-07147-0 OA1310 'COPY K PARK HEIGHTS,MINNESOTA 2007 THIS BID IS SUBMITTED TO: City of Oak Park Heights,Minnesota City Hall 14168 Oak Park Boulevard Oak Park Heights,MN 55082-3007 • 1.01 The undersigned Bidder proposes and agrees,if this Bid is accepted,to enter into an Agreement with Owner in the form included in the Bidding Documents to perform all work as specified or indicated in the Bidding Documents for the prices and within the times indicated in this Bid and in accordance with the other terms and conditions of the Bidding Documents. 2.01 Bidder accepts all of the terms and conditions of the Instructions to Bidders,including without limitation those dealing with the disposition of Bid Security. The Bid will remain subject to acceptance for 60 days after the Bid Opening,or for such longer period of time that Bidder may agree to in writing upon request of Owner. 3.01 In submitting this Bid,Bidder represents that: A. Bidder has examined and carefully studied the Bidding Documents,the other related data identified in the Bidding Documents,and the following Addenda,receipt of all which is hereby acknowledged: Addendum No. Addendum Date B. Bidder has visited the Project Site and become familiar with and is satisfied as to the general,local,and Project Site conditions that may affect cost,progress,and performance of the work. C. Bidder is familiar with and is satisfied as to all federal,state,and local Laws and Regulations that may affect cost,progress,and performance of the work. D. Bidder has carefully studied all: (1)reports of explorations and tests of subsurface conditions at or contiguous to the Project Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Project Site(except Underground Facilities)which have been identified in SC-4.02,and(2)reports and drawings of Hazardous Environmental Conditions that have been identified in SC-4.06. 000055071470BIDFORM.xIs 00410-1 BID FORM E. Bidder has obtained and carefully studied(or accepts the consequences for not doing so)all additional or supplementary examinations,investigations,explorations,tests,studies,and data concerning conditions (surface,subsurface,and Underground Facilities)at or contiguous to the Project Site which may affect cost, progress,or performance of the work or which relate to any aspect of the means,methods,techniques, sequences,and procedures of construction to be employed by Bidder,including applying the specific means, methods,techniques,sequences,and procedures of construction expressly required by the Bidding Documents to be employed by Bidder,and safety precautions and programs incident thereto. F. Bidder does not consider that any further examinations,investigations,explorations,tests,studies,or data are necessary for the determination of this Bid for performance of the work at the price(s)Bid and within the times and in accordance with the other terms and conditions of the Bidding Documents. G. Bidder is aware of the general nature of work to be performed by Owner and others at the Project Site that relates to the work as indicated in the Bidding Documents. H. Bidder has correlated the information known to Bidder,information and observations obtained from visits to the Project Site,reports and drawings identified in the Bidding Documents,and all additional examinations, investigations,explorations,tests,studies,and data with the Bidding Documents. I. Bidder has given Engineer written notice of all conflicts,errors,ambiguities,or discrepancies that Bidder has discovered in the Bidding Documents,and the written resolution thereof by Engineer is acceptable to Bidder. J. The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance of the work for which this Bid is submitted. K. Bidder will submit written evidence of its authority to do business in the state where the Project is located not later than the date of its execution of the Agreement. 4.01 Bidder further represents that: A. The prices in this Bid have been arrived at independently,without consultation,communication,or agreement as to any matters relating to such prices with any other Bidder or with any competitor for the purpose of restricting competition. B. The prices in this Bid have not or will not be knowingly disclosed to any other Bidder or competitor prior to opening of the Bids. C. No attempt has been made or will be made by the Bidder to induce any other person or firm to submit or not to submit a Bid for the purpose of restricting competition. 4.02 Bidder understands that the law may require the Owner,or Engineer at the Owner's direction,to undertake an investigation and submit an evaluation concerning Bidder's responsiveness,responsibility,and qualifications before awarding a contract. Bidder hereby waives any and all claims,of whatever nature,against Owner,Engineer and their employees and agents,which arise out of or relate to such investigation and evaluation,and statements made as a result thereof,except for statements that can be shown by clear and convincing evidence to be intentionally false and made with actual malice. Nothing in this paragraph is intended to restrict Bidder's rights to challenge a contract pursuant to law. 000055071470BIDFORM.xls 00410-2 BID FORM 5.01 Bidder will complete the work in accordance with the Contract Documents for the following price(s): All specific cash allowances are included in the price(s)set forth below and have been computed in accordance with paragraph 11.02 of the General Conditions. Unit Prices have been computed in accordance with paragraph 11.03.B of the General Conditions Bidder acknowledges that estimated quantities are not guaranteed,and are solely for the purpose of comparison of Bids,and final payment for all Unit Price Bid items will be based on actual quantities provided,determined as provided in the Contract Documents. No. Item Units Qty Unit Price Total Price BASE BID: 1 MOBILIZATION,MOVE IN AND OUT LS INCLUDING CLEAN UP 1 $ 5, $�4DO 2 EXTERIOR CLEANING,SURFACE 1OU,000'00 . •w ®/ PREPARATION,DISPOSAL AND 1 $ $ ��Ga /J'� LS PAINTING AS SPECIFIED 3 INTERIOR WET CLEANING,SURFACE LS �1 C� 00 /:6,oo0'OO PREPARATION,DISPOSAL AND 1 $ $ �7°Tx " �""' PAINTING AS SPECIFIED 4 INTERIOR DRY CLEANING,SURFACE LS PREPARATION,DISPOSAL AND 1 $ ,301000' $ `�i PAINTING AS SPECIFIED 5 STRUCTURAL REPAIRS AND LS MODIFICTIONS AS SPECIFIED IN 1 $ � $ G� SECTION 15240-STEEL WATER RESERVOIR REPAIRS 6 ALLOWANCE FOR NON-SPECIFIED HR WELDING AND GRINDING REPAIRS 85 $ 90.00 $ 7,160.0o PER SECTION 15240-STEEL WATER RESERVOIR REPAIRS 7 FULL,NEGATIVE-AIR LS 1 $ 40 � $ �Z Z / CONTAINMENT � Q'.10 Q� 8 REGRADE SITE AROUND TANK TO LS DRAIN TO STORM BEEHIVE 1 $ 3,ODO.L0 $ .3,000.QO STRUCTURE 9 SODDING,LAWN TYPE WITH 4"OF SY 200 $ TOPSOIL 20.03 $ 1,�.� 10 4'X6'OVERFLOW SPLASH PAD LS 1 $ I,l.c0.OD $ 1,000.LU TOTAL BASE BID $ _Z.-7Z,655'6.00 ,//Jitiu '."` 000055071470BIDFORM.xIs 00410-3 BID FORM I No. Item Units Qty Unit Price Total Price ALTERNATE NO.1-CATHODIC PROTECTION SYSTEM: 11 INSTALL A NEW CATHODIC LS 1 $ /2,00o. 00 $ 12,000.00 PROTECTION SYSTEM INSIDE THE WET INTERIOR AS SPECIFIED IN SECTION 16640-(ADD) TOTAL ALTERNATE NO.1- $ 'Z'OG0•00 CATHODIC PROTECTION SYSTEM ALTERNATE NO.2-REPLACE EXPANSION JOINT: 12 REMOVE THE EXISTING RISER PIPE LS 1 $ 12100(0.0O $ 1Z1000.00 EXPANSION JOINT AND REPLACE WITH A NEW STAINLESS STEEL EXPANSION JOINT-(ADD) TOTAL ALTERNATE NO.2- $ IZ'O00 00 REPLACE EXPANSION JOINT 000055071470BIDFORM.xI5 00410-4 BID FORM No. Item Units Qty Unit Price Total Price I SUBSTITUTE ITEMS: ITEM: MANUFACTURER: DEDUCT: ITEM: MANUFACTURER: DEDUCT: ITEM: MANUFACTURER: DEDUCT: ITEM: MANUFACTURER: DEDUCT: 000055071470BIDFORM.xIs 00410-5 BID FORM 6.01 Bidder agrees that the work will be Substantially Completed and completed and ready for Final Payment in accordance with paragraph 14.07.B of the General Conditions on or before the dates or within the number of calendar days indicated in the Agreement. 6.02 Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the work within the times specified above,which shall be stated in the Agreement. 7.01 The following documents are attached to and made a condition of this Bid: A. Required Bid Security in the form of 5 percent. 8.01 The terms used in this Bid with initial capital letters have the meanings stated in the Instructions to Bidders,the General Conditions,and the Supplementary Conditions. SUBMITTED on 20 1-4AECH ,2007. If Bidder Is: An Individual Name(typed or printed): By: (SEAL) (Individual's signature) Doing business as: Business Street Address(No P.O.Box#'s): Phone No.: Fax No.: A Partnership Partnership Name: (SEAL) By: (Signature of general partner) Name(typed or printed): 00005507147013IDFORMals 00410-6 BID FORM Business Street Address(No P.O.Box#'s): Phone No.: Fax No.: A Corporation Corporation Name: LEADLN,I)JC. (SEAL) State of Incorporation: 14,NN ES(TA Type(General Business,Professional,Service,Limited Liability): EVA BUSINESS By: (Signature) Name(typed or printed): 5{QA £JSiMEEF'ELD Title: Pas I nE.NT Attest ` CO (CORPORATE SEAL) (Signature of Corporate Secretary) Business Street Address(No P.O.Box#s): 11.3 ZVE VIEIJAC.12ES 12D., Nur. UI S4011, Phone No.: 115. 549.51,31 Fax No.: 715.5.19.5119 A Joint Venture Joint Venture Name: (SEAL) By: (Signature of joint venture partner) Name(typed or printed): 0000sso71a7oBIDFORM.xk 00410-7 BID FORM Title: Business address: Phone No.: Fax No.: Joint Venturer Name: (SEAL) By: (Signature) Name(typed or printed): Title: Business Street Address(No P.O.Box#'s): Phone No.: Fax No.: Phone and Fax Number,and Address for receipt of official communications: (Each joint venturer must sign. The manner of signing for each individual,partnership,and corporation that is a party to the joint venture should be in the manner indicated above). 000055071470BIDFORM.xjs 00410-8 BID FORM BIDDER'S QUALIFICATION STATEMENT 1. The Name,Address,and Phone Number of the Bidder. Name: LEAD(ON Address: Po. f5OX 'k7� 1"IlAD ) wI 54°11. Phone: _(-115) 549. 51.3 1 2. Years in Business: /Z.. 3. List of plant,equipment,and motorized equipment available for this project. Attach as separate if necessay. 4. List of equivalent type projects performed within the last 4 years. Attach as separate if necessay. 1) Name: SEE. ,I ACHED LIST. Date: Contact Person: Telephone: Decription of Project: Capacity of Water Tank: 2) Name: Date: Contact Person: Telephone: Decription of Project: Capacity of Water Tank: 3) Name: Date: Contact Person: Telephone: Decription of Project: Capacity of Water Tank: 4) Name: Date: Contact Person: Telephone Decription of Project: Capacity of Water Tank: 000055071470BIDFORMAls 00410-9 BID FORM 5) Name: Date: Contact Person: Telephone: Decription of Project: Capacity of Water Tank: 5. List of person(s)who will supervise and be available for the work of this Project and number of years experience. Names: Years of Experience. Superintendent: 11, X1 _1 • Foreman: ( / _ J y Personnel: • 1:1. . ►, 6. Each Bidder shall enter in the spaces provided the names of major subcontractors he proposes to employ and classification or type of work they will perform. A major subcontractor is defined as a subcontractor whose subcontract constitutes approximately 5 percent or more of the Total Contract Price. SUBCONTRACTOR WORK 7. Such additional information as will assist the Owner in determining whether.the Bidder is adequately prepared to fulfill the contract. Attach as separate if necessary. Al , 0000550714708 IDFORM.xls 00410-10 BID FORM ■ 8. The undersigned hereby authorizes and requests any person,firm or corporation to furnish any information requested by the Owner in verification of the recitals comprising this statement of Contractor's qualifications. 9. State the true,exact,correct,and complete name of the partnership,corporation,or trade name under which you do business,and the address of the place of business. (If a corporation,state the name of the President and Secretary. If a Correct Name of B1aaer (a) The Business is a 1L $ I. • (b) The address of principal place of business is: • , ,.% •. - • _• I. 4i[1 (c) Phone Number i r c;/ (d) The name of the corporate officers,partners,or individuals doing business under a trade name,are as follows: Dated at —_this day of G=am_,2007. By: / / / ��/ Attest: END OF DOCUMENT 000055071470BIDFORMxts 00410-11 BID FORM • I United Fire & Casualty Company Cedar Rapids,Iowa BID BOND Approved by The American Institute of Architects, A. I. A. Document No.A 310 February 1970 Edition KNOW ALL BY THESE PRESENTS,that we LeadCon,Inc.,P.O. Box 907,Hudson, WI 54016 as Principal, hereinafter called the Principal, and the UNITED FIRE& CASUALTY COMPANY, a corporation duly organized under the laws of the State of IOWA, as Surety,hereinafter called the Surety, are held and firmly bound unto City of Oak Park Heights, MN as Obligee,hereinafter called the Obligee, in the sum of Five Percent of Amount Bid Dollars ($ 5% of Amt Bid ), for the payment of which sum well and truly to be made,the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns,jointly and severally, firmly by these presents. WHEREAS,the Principal has submitted a bid for Oak Park Heights 250,000 Gallon Elevated Tank Repaint, Oak Park Heights,MN NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or contract documents with good and sufficient surety for the faithful performance of such contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the work covered by said bid,then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 15th day of Y March A. D. 2007 LeadCon,Inc. (Seal) ______L- (Witness) �/` I By: \ , / Sara Soommerfeld,President j United Fire& Casualty Company (Seal) (Witness) I • 111027P • 1,1 t'_ Kristin M.Bako�tto ey-In-Fact MIN AGE*. i lot 357i No i_,xif- ■ , A `� r`aui, 1,1 _ '..z,V' UND-3082b(1-91) Yl l?w �i t it-C�r1`ti V INDIVIDUAL OR PARTNERSHIP ACKNOWLEDGMENT a STATE OF COUNTY OF On this day of Y o , before me personally appeared to me known to be the person described in and who executed the forgoing bond, and acknowledged that he executed the same as free act and deed. Notary Public CORPORATION ACKNOWLEDGMENT STATE OF OSCO,ISinl COUNTY OF ST £Avx On this /94 day of MA2eH , zoo , before me personally came ,S4,Q,q . MeFELI) to me known, who being by me duly sworn, did depose and say; that he is the IOeN'r of L DeoN, INC. the corporation described p,ia kwhich executed the above instrument; that he knows the seal of said corporation; of � .. .�of the Board of Directors of said corporation, and that he signed his name there/c' cfe * e • y; �,� ���, A Notary Public •op w,sc°,* .1 1L 9'-/0-/9 7 SURETY ACKNOWLEDGMENT STATE OF MINNESOTA COUNTY OF Ramsey On this 15th day of March , 2007 , before me appeared Kristin M. Bakos to me personally known, who, being duly sworn, did say that he is the Attorney-In-Fact of United Fire & Casualty Company of Cedar Rapids, Iowa that the seal affixed to the foregoing instrument is the corporation seal of said corporation; that the said instrument was signed and sealed on behalf of said corporation by authority of its Board of Directors; and he did also acknowledge that he executed the said instrument as the free act and deed of said Company. Notary Public SANDRA K. SMITH ti NOTARY PUBLIC-MINNESOTA ,„ - My Commission Expires Jan.31,2010 UNITED FIRE 8 CASUALTY COMPANY HOME OFFICE-CEDAR RAPIDS, IOWA • s CERTIFIED COPY OF POWER OF ATTORNEY (Original on file at Home Office of Company-See Certification) KNOW ALL MEN BY THESE PRESENTS„ That the UNITED FIRE&CASUALTY COMPANY, a corporation duly organized and existing under the laws of the State of Iowa, and having its principal office in Cedar Rapids, State of Iowa, does make,constitute and appoint JOHN D. KLEIN, OR JOHN C. KLEIN, OR STEPHEN M. KLEIN, OR KRISTIN N. BAKOS, ALL 1NDIVI1)UALLY Of SAINT PAUL MN its true and lawful.Attorney(s)-in-Fact with power and authority hereby conferred,to sign, seal and execute in its behalf all lawful bonds, undertakings and other obligatory instruments of similar nature as follows: Any and All :Bonds and to bind UNITED FIRE &CASUALTY COMPANY thereby as fully and to the same extent as if such instruments were signed by the duly authorized officers of UNITED FIRE&CASUALTY COMPANY:and all the acts of said Attorney, pursuant to the authority hereby given are hereby ratified and confirmed. The Authority hereby granted is continuous and shall remain in full force and effect until revoked by UNITED FIRE& CASUALTY COMPANY. This power of Attorney is made and executed pursuant to and by authority of the following By-Law duly adopted by Board of Directors of the Company on April.18, 1973. ''Article V-Surety Bonds and Undertakings" Section 2, Appointment of Attorney-in-Fact. "The President or any Vice President, or any other officer of the Company may from time to time, appoint by written certificates attorneys-in-fact to act in behalf of the Company in the execution of policies of insurance,bonds, undertakings and other obligatory instruments of like nature. The signature of any officer authorized hereby, and the Corporate seal, may be affixed by facsimile to any power of attorney or special power of attorney or certification of either authorized:hereby; such signature and seal, when so used being adopted by the Company as the original signature of such officer and the original seal of the Company,to be valid and binding upon the Company with the same force and effect as though manually affixed. Such attorneys-in fact,subject to the limitations set forth in their respective'certificates Of authority shall have full power to bind the Company by their signature and execution of any such instruments and to attach the seal of the Company thereto. The President or any Vice President, the Board of Directors or any other officer of the Company may at any time revoke all power and authority previously given to any attorney-in-fact. IN WITNESS WHEREOF the UNITED FIRE & CASUALTY COMPANY has caused these presents to be signed by ' ,, its vice president and its corporate seal to be hereto affixed this 1st day of February, 2004 t COIfOfATE `•� UNITED FIRE &CASUALTY COMPANY o i1RJ1L State of to By `rt. d� Vice President Iowa, County of Linn, ss: On 1st day of February, 2004, before me personally came Randy A. Ramlo to me known,who being by me duly sworn, did depose and say; that he resides in Cedar Rapids, State of Iowa;that he is a Vice President of the UNITED FIRE&CASUALTY COMPANY, the corporation described in and which executed the above instrument, that he knows the seal of said corporation; that the seal affixed to the said instrument is such corporate seal;:that it was so affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporation. p{ � ����:� e�«' i t„ PATTI WADDELL corrM1ss1ow NUMBER 713274 Notary Public • • MY COMMISSION EXPIRES My commission expires: 10/26/2007 ow /D•go?4-OFT I, the undersigned officer of the UNITED FIRE&CASUALTY COMPANY, do hereby certify that I have compared the foregoing copy of the Power of Attorney and affidavit, and the copy of the Section of the by-laws of said Company as set forth in said Power of Attorney, with the ORIGINALS ON FILE IN THE HOME OFFICE OF SAID COMPANY, and that the same are correct transcripts thereof,';and of the whole of the said originals, and that the said Power of Attorney has not been revoked and is now in full force and effect. , '"""- -, In testimon�ywhereof I have hereunto subscribed n'y name and affixed the corporate seal of the said Company 4#1 "` this 1 . day of March 20 07 COAtOIATE 62AL it) / Secretary BOND0019 0802 01 UND3270B LEADCON,INC. EQUIPMENT LIST Dust Unit,40,000 cfm 2 each Sand Pot,8 ton 6 each Air Compressor, 1300 cfm 2 each Air Compressor,975 cfin 1 each Paint Pump,King 6 each Pressure Washer,3200 cfin 1 each Welder 2 each Containment System,Teepee 2 each Interior Tank Boom Equipment 4 each Spider Baskets 8 each PROJECT REFERENCES LEADCON,INC. City: Anoka,MN Engineer: SEH Engineering—Lee Dornbusch Phone: (651)490-2000 Capacity: 500,000 Gallon Date: 2006 City: Alexandria,MN Engineer: KLM Engineering—Jack Kollmer Phone: (651)773-5111 Capacity: 300,000 Gallon Date: 2006 City: USS Corporation Engineer: KCI Engineering—Robert Kollmer Phone: (651)462-7266 Capacity: 300,000 Gallon Date: 2006 City: Foley,MN Engineer: SEH Engineering—Lee Dornbusch Phone: (651)490-2000 Capacity: 250,000 Gallon Date: 2006 City: Bemidji,MN Engineer: KLM Engineering—Jack Kollmer Phone: (651)773-5111 Capacity: 500,000 Gallon Date: 2005 City: Shoreview,MN Engineer: KLM Engineering—Jack Kollmer Phone: (651)773-5111 Capacity: 1,000,000 Gallon Date: 2005 City: Mtn.Iron,MN Engineer: KLM Engineering—Jack Kollmer Phone: (651)773-5111 Capacity: 500,000 Gallon Date: 2003 City: Mtn.Iron,MN Engineer: KLM Engineering—Jack Kollmer Phone: (651)773-5111 Capacity: 1,000,000 Gallon Ground Storage Reservoir Date: 2003 City: Inver Grove Heights,MN Engineer: KLM Engineering—Jack Kollmer Phone: (651)773-5111 Capacity: 1,000,000 Gallon Date: 2003 Bonestroo Rosene C/13ss 1 c PJ€ €, 1e. CU�T✓4 J1//�-t 0 Anderlik& BIDDER: Associates Engineers&Architects DOCUMENT 00410 BID FORM OAK PARK HEIGHTS 250,000 GALLON ELEVATED TANK REPAINT FILE NO.000055-07147-0 OAK PARK HEIGHTS,MINNESOTA 2007 THIS BID IS SUBMITTED TO: City of Oak Park Heights,Minnesota City Hall 14168 Oak Park Boulevard Oak Park Heights,MN 55082-3007 1.01 The undersigned Bidder proposes and agrees,if this Bid is accepted,to enter into an Agreement with Owner in the form included in the Bidding Documents to perform all work as specified or indicated in the Bidding Documents for the prices and within the times indicated in this Bid and in accordance with the other terms and conditions of the Bidding Documents. 2.01 Bidder accepts all of the terms and conditions of the Instructions to Bidders,including without limitation those dealing with the disposition of Bid Security. The Bid will remain subject to acceptance for 60 days after the Bid Opening,or for such longer period of time that Bidder may agree to in writing upon request of Owner. 3.01 In submitting this Bid,Bidder represents that: A. Bidder has examined and carefully studied the Bidding Documents,the other related data identified in the Bidding Documents,and the following Addenda,receipt of all which is hereby acknowledged: Addendum No. Addendum Date //air B. Bidder has visited the Project Site and become familiar with and is satisfied as to the general,local,and Project Site conditions that may affect cost,progress,and performance of the work. C. Bidder is familiar with and is satisfied as to all federal,state,and local Laws and Regulations that may affect cost,progress,and performance of the work. D. Bidder has carefully studied all: (1)reports of explorations and tests of subsurface conditions at or contiguous to the Project Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Project Site(except Underground Facilities)which have been identified in SC-4.02,and(2)reports and drawings of Hazardous Environmental Conditions that have been identified in SC-4.06. 000055071470BIDFORM.xls 00410-1 BID FORM E. Bidder has obtained and carefully studied(or accepts the consequences for not doing so)all additional or supplementary examinations,investigations,explorations,tests,studies,and data concerning conditions (surface,subsurface,and Underground Facilities)at or contiguous to the Project Site which may affect cost, progress,or performance of the work or which relate to any aspect of the means,methods,techniques, sequences,and procedures of construction to be employed by Bidder,including applying the specific means, methods,techniques,sequences,and procedures of construction expressly required by the Bidding Documents to be employed by Bidder,and safety precautions and programs incident thereto. F. Bidder does not consider that any further examinations,investigations,explorations,tests,studies,or data are necessary for the determination of this Bid for performance of the work at the price(s)Bid and within the times and in accordance with the other terms and conditions of the Bidding Documents. G. Bidder is aware of the general nature of work to be performed by Owner and others at the Project Site that relates to the work as indicated in the Bidding Documents. H. Bidder has correlated the information known to Bidder,information and observations obtained from visits to the Project Site,reports and drawings identified in the Bidding Documents,and all additional examinations, investigations,explorations,tests,studies,and data with the Bidding Documents. I. Bidder has given Engineer written notice of all conflicts,errors,ambiguities,or discrepancies that Bidder has discovered in the Bidding Documents,and the written resolution thereof by Engineer is acceptable to Bidder. J. The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance of the work for which this Bid is submitted. K. Bidder will submit written evidence of its authority to do business in the state where the Project is located not later than the date of its execution of the Agreement. 4.01 Bidder further represents that: A. The prices in this Bid have been arrived at independently,without consultation,communication,or agreement as to any matters relating to such prices with any other Bidder or with any competitor for the purpose of restricting competition. B. The prices in this Bid have not or will not be knowingly disclosed to any other Bidder or competitor prior to opening of the Bids. C. No attempt has been made or will be made by the Bidder to induce any other person or firm to submit or not to submit a Bid for the purpose of restricting competition. 4.02 Bidder understands that the law may require the Owner,or Engineer at the Owner's direction,to undertake an investigation and submit an evaluation concerning Bidder's responsiveness,responsibility,and qualifications before awarding a contract. Bidder hereby waives any and all claims,of whatever nature,against Owner,Engineer and their employees and agents,which arise out of or relate to such investigation and evaluation,and statements made as a result thereof,except for statements that can be shown by clear and convincing evidence to be intentionally false and made with actual malice. Nothing in this paragraph is intended to restrict Bidder's rights to challenge a contract pursuant to law. 000055071470BIDFORM.xIs 00410-2 BID FORM 5.01 Bidder will complete the work in accordance with the Contract Documents for the following price(s): All specific cash allowances are included in the price(s)set forth below and have been computed in accordance with paragraph 11.02 of the General Conditions. Unit Prices have been computed in accordance with paragraph 11.03.B of the General Conditions Bidder acknowledges that estimated quantities are not guaranteed,and are solely for the purpose of comparison of Bids,and final payment for all Unit Price Bid items will be based on actual quantities provided,determined as provided in the Contract Documents. No. Item Units Qty Unit Price Total Price BASE BID: 1 MOBILIZATION,MOVE IN AND OUT LS 1 $ � Q 0.2L9 $ 0(:) ,O INCLUDING CLEAN UP 2 EXTERIOR CLEANING,SURFACE p U LS PREPARATION,DISPOSAL AND 1 $ / $ �� D PAINTING AS SPECIFIED f 3 INTERIOR WET CLEANING,SURFACE LS 1 $ ` �p 9 PREPARATION,DISPOSAL AND 7 / $ �t �� c�v PAINTING AS SPECIFIED 4 INTERIOR DRY CLEANING,SURFACE LS PREPARATION,DISPOSAL AND 1 $ —T $ 3 9 PAINTING AS SPECIFIED 5 STRUCTURAL REPAIRS AND LS 1��1 $ 3-$, $Xl !q MODIFICTIONS AS SPECIFIED IN .O SECTION 15240-STEEL WATER RESERVOIR REPAIRS 6 ALLOWANCE FOR NON-SPECIFIED HR 85 $ I i . O C' WELDING AND GRINDING REPAIRS $ r • PER SECTION 15240-STEEL WATER RESERVOIR REPAIRS 7 FULL,NEGATIVE-AIR LS 1 $ O9 Ood.4-� '000. 42 CONTAINMENT •�J $ 8 REGRADE SITE AROUND TANK TO LS � r�— DRAIN TO STORM BEEHIVE 1 $ �i �s�` $_J] �l STRUCTURE 9 SODDING,LAWN TYPE WITH 4"OF Sy 4._ !, VP TOPSOIL 200 $ �r �` $ �T� 10 4'X6'OVERFLOW SPLASH PAD LS 1 $ 9L�3 $ 9Y3.p0_ TOTAL BASE BID yi -y� $000055071470BIDFORM.xIs 00410-3 BID FORM No. Item Units Qty Unit Price Total Price ALTERNATE NO. 1-CATHODIC PROTECTION SYSTEM: 11 INSTALL A NEW CATHODIC 1 $ 15 DS o2 s)---°PROTECTION SYSTEM INSIDE THE LS / ' $ �`�/ 09 WET INTERIOR AS SPECIFIED IN SECTION 16640-(ADD) TOTAL ALTERNATE NO.1- $ 15; OS° 9° CATHODIC PROTECTION SYSTEM ALTERNATE NO.2-REPLACE EXPANSION JOINT: 12 REMOVE THE EXISTING RISER PIPE LS 1 $ % 8 ,tla2 $ 9) g., . EXPANSION JOINT AND REPLACE WITH A NEW STAINLESS STEEL EXPANSION JOINT-(ADD) TOTAL ALTERNATE NO.2- $ 9 i So$ MI REPLACE EXPANSION JOINT 000055071470BIDFORM.xIs 0041 0-4 BID FORM No. Item Units Qty Unit Price Total Price SUBSTITUTE ITEMS: ITEM: MANUFACTURER: DEDUCT: ITEM: MANUFACTURER: DEDUCT: ITEM: MANUFACTURER: DEDUCT: ITEM: MANUFACTURER: DEDUCT: 000055071470BIDFORM.xls 00410-5 BID FORM 6.01 Bidder agrees that the work will be Substantially Completed and completed and ready for Final Payment in accordance with paragraph 14.07.B of the General Conditions on or before the dates or within the number of calendar days indicated in the Agreement. 6.02 Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the work within the times specified above,which shall be stated in the Agreement. 7.01 The following documents are attached to and made a condition of this Bid: A. Required Bid Security in the form of 5 percent. 8.01 The terms used in this Bid with initial capital letters have the meanings stated in the Instructions to Bidders,the General Conditions,and the Supplementary Conditions. SUBMITTED on____31 1_10 ,2007. If Bidder Is: An In di vidual Name(typed or printed): By: (SEAL) (Individual's signature) Doing business as: Business Street Address(No P.O.Box#'s): Phone No.: Fax No.: A Partnership Partnership Name: (SEAL) By: (Signature of general partner) Name(typed or printed): 000055071470BIDFORMals 00410-6 BID FORM Business Street Address(No P.O.Box#'s): Phone No.: Fax No.: A Co oration Corporation Name: C 1 kC. P Q'Ld , £og4t` *s (SEAL) State of Incorporation: F(pr i Type(General Business,Professional,Service,Limited Liability): By: ' 1• (Signature) Name(typed or printed): P �!.( (i V Title: Pr e5 Attest 2:,:., , (Signature of Corporate Secretary) (CORPORATE SEAL) Business Street Address(No P.O.Box#' ): Al 670 s ' ' a . , 4 itne /OMVrvLe/ wr . 5-y 7.51 Phone No.: 7 !s_=>c — - b'7 Fax No.: 7/ OR —6 07-6 8 A Joint Venture Joint Venture Name: (SEAL) By: (Signature of joint venture partner) Name(typed or printed): 000055071470BIDFORMx15 00410-7 BID FORM Title: Business address: Phone No.: Fax No.: Joint Venturer Name: (SEAL) By: (Signature) Name(typed or printed): Title: Business Street Address(No P.O.Box#'s): Phone No.: Fax No.: Phone and Fax Number,and Address for receipt of official communications: (Each joint venturer must sign. The manner of signing for each individual,partnership,and corporation that is a party to the joint venture should be in the manner indicated above). 000055071470BIDFORM.xIs 00410-8 BID FORM BIDDER'S QUALIFICATION STATEMENT 1. The Name,Address,and Phone Number of the Bidder. Name: C I 1 ss i'c f ra\-ec4- e Lo44,1A, Address: S C 0 S 4A-� P� GO s Phone: _(.257) 2. Years in Business: 3. List of plant,equipment,and motorized equipment available for this project. Attach as separate if necessay. 44 k • 4. List of equivalent type projects performed within the last 4 years. Attach as separate if necessay. 1) Name: Date: Contact Person: Telephone: Decription of Project: Capacity of Water Tank: 2) Name: Date: Contact Person: Telephone: Decription of Project: Capacity of Water Tank: 3) Name: Date: Contact Person: Telephone: Decription of Project: Capacity of Water Tank: 4) Name: Date: Contact Person: Telephone Decription of Project: Capacity of Water Tank: 000055071470BIDFORM.xIs 00410-9 BID FORM 5) Name: Date: Contact Person: Telephone: Decription of Project: Capacity of Water Tank: 5. List of person(s)who will supervise and be available for the work of this Project and number of years experience. Names: Years of Experience. Superintendent: �-hi 1Y f C/ _., Foreman: 1, Personnel: 6. Each Bidder shall enter in the spaces provided the names of major subcontractors he proposes to employ and classification or type of work they will perform. A major subcontractor is defined as a subcontractor whose subcontract constitutes approximately 5 percent or more of the Total Contract Price. SUBCONTRACTOR WORK 7. Such additional information as will assist the Owner in determining whether the Bidder is adequately prepared to fulfill the contract. Attach as separate if necessary. 000055071470BIDFORM.xis 00410-10 BID FORM 8. The undersigned hereby authorizes and requests any person firm or corporation to furnish any information requested by the Owner in verification of the recitals comprising this statement of Contractor's qualifications. 9. State the true,exact,correct,and complete name of the partnership,corporation,or trade name under which you do business,and the address of the place of business. (If a corporation,state the name of the President and Secretary. If a C ►ass.'c -Pr0 f 4 rJL e0 itJ 5, Correct Name of Bidder (a) The Business is a C.O C^ • 44 on7 (b) The address of principal place of business is: , fl/) 4.0ivs.e ws- , (c) Phone Number I ^ S/ (d) The name of the corporate officers,partner or individuals doing business under a trade name,are as follows: Dated at Y- q �M /�� this ,f� day of 11114. ,C � 2007. By: ` < Attest: I C W IC - ,� END OF DOCUMENT 00005507I47013IDFORM.xIs 00410-11 BID FORM L 1 United Fire & Casualty Company Cedar Rapids, Iowa BID BOND Approved by The American Institute of Architects, A. I. A. Document No. A 310 February 1970 Edition KNOW ALL BY THESE PRESENTS, that we Classic Protective Coatings, Inc.,N 7670 State Hwy 25, Menomonie, WI 54751-5928 as Principal,hereinafter called the Principal, and the UNITED FIRE& CASUALTY COMPANY, a corporation duly organized under the laws of the State of IOWA, as Surety,hereinafter called the Surety, are held and firmly bound unto City of Oak Park Heights, MN as Obligee, hereinafter called the Obligee, in the sum of Five Percent of Amount Bid Dollars ($ 5% of Amt. Bid-- ), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns,jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for Oak Park Heights 250,000 Gallon Elevated Tank Repaint, Oak Park Heights, MN NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or contract documents with good and sufficient surety for the faithful performance of such contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the work covered by said bid,then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and Sealed this 9th Day of March A. D. 2007 Classic Protective Coatings,Inc. (Seal) (---122-Qr UPLP (Witness) �� By: ►<b..■6-- Ray Witke, President United Fire& Casualty Company (Seal) 4<(',Z itness) By: /,i�►Fd. Stephen M. Klein,Attorney-In-Fact KLEIN AGENCY, INC. x.57O N.Lexington Av Paul, MN 55126 (r3511484-6461 UND-3082b(1-91) INDIVIDUAL OR PARTNERSHIP ACKNOWLEDGMENT = STATE OF ' COUNTY OF On this day of before me personally appeared to me known to be the person Described in and who executed the forgoing bond, and acknowledged that he executed the same as free act and deed. Notary Public CORPORATION ACKNOWLEDGMENT STATE OF PC COUNTY OF a...-- On this /6-f-4_ day of ce >s 7 , before me personally came Q u/e4-C, to me known, who being by me duly sworn, did say;depose and that he is the p Y� n /mot-�aor�e�sJ. of C.I c EL Pr..-rte c t-ah2 C� .J the corporation described in and which executed the above instrument;,t �t he knows the seal of said corporation; affixed by order of the Board of Directors of s� i' orpo".t ,n, � � ��� and that he signed his name thereto by like order. 44..•• s?o �� 2; C j 3 / a Notary Public SURETY ACKNOWLEDGMENT NO/Hill i" STATE OF MINNESOTA COUNTY OF Chisago On this 9th day of March , 2007 , before me appeared Stephen M. Klein To me personally known, who, being duly sworn, did say that he is the Attorney-In-Fact of United Fire & Casualty Company of Cedar Rapids, Iowa that the seal affixed to the foregoing instrument is the corporation seal of said corporation; that the said instrument was signed and sealed on behalf of said corporation by authority of its Board of Directors; and he did also acknowledge that he executed the said instrument as the free act and deed of said Company. • Ca) KARLA DEUTSCH HUNT > /'- / otary Public l NOTARY PUBLIC-MINNESOTA l� • - --A �: ..1 l My Commission Expires Jan 31,2012 UNITED FIRE& CASUALTY COMPANY HOME OFFICE -CEDAR RAPIDS, IOWA CERTIFIED COPY OF POWER OF ATTORNEY" (Original on file at Home Office of Company-See Certification) KNOW ALL MEN BY THESE PRESENTS, That the UNITED FIRE&CASUALTY COMPANY, a corporation duly organized and existing under the laws of the State of Iowa,and having its principal office in Cedar Rapids, State of Iowa, does make, constitute and appoint JOHN D. KLEIN, OR JOHN C. KLEIN, OR STEPHEN M. KLEIN, OR KRISTIN M.:' BAKOS, ALL INDIVIDUALLY of SAINT PAUL; MW its true and lawful Attorney(s)-in-Fact with power and authority hereby conferred to sign,;seal and execute in its behalf all lawful bonds, undertakings and other obligatory instruments of similar nature as follows: Any and All Bonds and to bind UNITED FIRE 8,CASUALTY COMPANY thereby as fully and to the same extent as if such instruments were signed by the duly authorized officers of UNITED FIRE&CASUALTY COMPANY and all the acts of said Attorney, pursuant to the authority hereby given are hereby ratified and confirmed. The Authority hereby granted is continuous and shall remain in full force and effect until revoked by UNITED FIRE & CASUALTY COMPANY, This power of Attorney is made and executed pursuant to and by authority of the following By-Law duly adopted by Board of Directors of the Company on April 18, 1973. 'Article V-Surety Bonds and Undertakings" Section 2, Appointment of Attorney-in-Fact. The President or any Vice President, or any other officer of the Company may, from time to time, appoint by written certificates attorneys-in-fact to act in behalf of the Company in the execution of policies of insurance, bonds, undertakings and other obligatory instruments of like nature. The signature of any officer authorized hereby, and the Corporate seal, may be affixed by facsimile to any power of attorney or special power of attorney or certification of either authorized hereby; such signature and seal, when so used, being adopted by the Company as the original signature of such officer and the original seal of the Company,to be valid and binding upon the Company with the same force and effect as though manually affixed. Such attorneys-in fact, subject to the limitations set forth in their respective certificates of authority shall have full power to bind the Company by their signature and execution of any such instruments and to attach the seal of the Company thereto. The President or any Vice President, the Board of Directors or any other officer of the Company may at any time revoke all power and authority previously given to any attorney-in-fact. ,,, , IN WITNESS WHEREOF, the UNITED FIRE & CASUALTY COMPANY has caused these presents to be signed by 0"-.A. �41 ,, its vice president and its corporate seal to be hereto affixed this 1st day of February, 2004 (COItOIATE j At UNITED FIRE &CASUALTY COMPANY „MS sapro` a•� '4 ;7 By - q ib ..4 Vice President State of Iowa, County of Linn, es: On 1st day of February:, 2004, before me personally came Randy A. Ramlo to me known who being by me duly sworn, did depose and say; that he resides in Cedar Rapids, State of Iowa;that he is a Vice President of the UNITED FIRE&CASUALTY COMPANY, the corporation described in and which executed the above instrument; that he knows the seal of said corporation; that the seal affixed to the said instrument is such corporate seal;that it was so affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporation. p; �,.� _ c 4p,'' t, - PATTI WADDELL fit �• corAµtsalok NUMBER 713274 Notary Public • • MY COMMISSION EXPIRES My commission expires; 10/26/2007 ow* lo-d4-017 I, the undersigned officer of the UNITED FIRE&CASUALTY COMPANY, do hereby certify that I have compared the foregoing copy of the Power of Attorney and affidavit,and the copy of the Section of the by-laws of said Company as set forth in said Power of Attorney,' With the ORIGINALS ON FILE IN THE HOME OFFICE OF SAID COMPANY, and that the same are correct transcripts thereof,;and of the whole of the said'originals, and that the said Power of Attorney has not been revoked and is now in full force and effect. 4,00'''',. °'"'� In testimony whereof I have hereunto subscribed my name and affixed the corporate seal of the said Company #— 4 this 9 day of March 20 07 , COItOIA, 'sAL ..s eSecretary BOND0019 0802 01 UND3270B;. Classic Protective Coatings, Inc. N 7670 State Highway 25 Menomonie, WI. 54751-5928 USA G`pSStr's Telephone: (715) 233-6267 " Classic Facsimile: (715) 233-6268 ' _1 '; • Protective Coatings L- ; ; Post Office Box 210 *�'l'STER etp'a Wimauma, FL. 33598-7218 USA Telephone: (813) 633-8619 Facsimile: (813) 633-8719 Resume: Ray Witke, President Education: Certified in nuclear coatings and surface preparation Certified in Lead removal Supervision Training and Competent Person Training Nova environmental Steel Structures Painting Council KTA-Tator, Inc. FGS Environmental Tri-Con Environmental Certified in Industrial Staging from Sky Climber, Inc. Certified Dike Containment Lining, Boiler& Turbine Blasting for FL. Power and Light Experience: OB Cannon, Inc. 10 years International Paper—Georgetown, S.C. Philadelphia, PA 200 Million Dollar renovation Gardenier(Cargill)—Gibsonton, FL. 2 Million Dollar renovation Williams Power Corp. 5 years Florida Power& Light Stone Mountain, GA 90 Million Dollar Maintenance Contract TMI Coatings, Inc. 5 years 700 Ft. Smoke Stack, 7 %2 million gallon St. Paul, MN. ground storage, '/2 million to 2 million gallon elevated water tanks Classic Protective Coatings, Inc. 10 years Approximately 300 100,000 gallon to 5 million Menomonie, WI & Wimauma, FL. gallon tanks (elevated, ground storage) and 1 missile crane for NASA at Cape Canaveral, FL. Classic Protective Coatings, Inc. N 7670 State Highway 25 ss� Menomonie, WI. 54751-5928 USA G�'p C's Telephone: (715) 233-6267 a'y Classic Facsimile: (715) 233-6268 Protective Coatings t^ `' Post Office Box 210 �o- a STER eta'' Wimauma, FL. 33598-7218 USA Telephone: (813) 633-8619 Facsimile: (813) 633-8719 June 7, 2006 To Whom It May Concern: Tank Experience of Principal Individuals: 1. Efrain Valdelamar, Superintendent 18 years experience Classic Protective Coatings, Inc. 1996 to present TMI of St. Paul, MN. 1994 to 1996 JR Stelzer of Lincoln,NE 1988 to 1994 2. Eulogio Valdelamar, Superintendent 16 years experience Classic Protective Coatings 2000 to present JR Stelzer of Lincoln,NE 1990 to 2000 3. Ray Witke, President 30 year's experience Classic Protective Coatings 1996 to present TMI of St. Paul, MN 1991 to 1996 Williams Power of Stone Mountain, GA 1986 to 1991 OB Cannon of Philadelphia, PA 1976 to 1986 Work Description: Containment Systems, Sand, Water and Slurry Blasting, Coatings, Mechanical Modifications, and Maintenance. Contact Owner Tank Description 1. Steve Gatlin City of Coon Rapids, MN 1,000,000 Gallon Elevated Director of Public Works 11155 Robinson Drive (763) 755-2880 Coon Rapids, MN 55433 2. Pat Lunn City of Austin, MN 2,500,000 Gallon GST Public Utilities Director 400 4th Street (507) 434-4453 Austin, MN 55912 3 Myron Volker City of Owatonna, MN 1,000,000 Gallon GST Public Utilities Director 208 South Walnut 750,000 Gallon Elevated (507) 451-2480 Owatonna, MN 55060 4. Joseph F Kroll City of Wauwatosa, WI 2,500,000 Gallon Elevated Project Engineer 7725 W North Ave. (414) 479-8934 Wauwatosa, WI 53213 5. Scott Dietz City of Alexandria, MN 400,000 Gallon Elevated Public Utilities Director 316 Fillmore Street (320) 763-6501 Alexandria, MN 56308 6. Tom Dawson E.C.U.A 1,000,000 Gallon Elevated Project Engineer 9255 Sturdevant Street 2,000,000 Gallon GST (850) 476-5110 Pensacola, FL 32514 (2)100,000 Gallon Elevated 7. Scott Angell City of Winston-Salem,NC (2)300,000 Gallon Elevated Civil Engineer 101 North Main Street 400,000 Gallon Elevated (336) 727-8418 Winston-Salem,N.C. 27102 8. John Lamika Cobb Marietta Water Auth 4,200,000 Gallon GST Project Manager 660 South Cobb Drive 400,000 Gallon Elevated (668) 409-4199 Marietta, GA 30060 9. Rory Olson City of Chippewa Falls 750,000 Gallon Elevated Public Utilities Director 30 West Central Street 1,000,000 Gallon Elevated (715) 720-6914 Chippewa Falls, WI 54729 10. Jarret Nash City of Gainesville, GA 5,000,000 Gallon GST Project Engineer 757 Queen City Parkway (770) 538-2466 Gainesville, GA 30501 11. Rudy Garcia City of San Antonio, TX 500,000 Gallon GST Public Works Coordinator 1222 N Main St 33,000 Gallon GST (210) 704-1723 San Antonio, TX 78298 12. Eddie Miller City of Leitchfield, KY 500,000 Gallon Elevated Director of Utilities 314 W White Oak St. 500,000 Gallon Elevated (270) 259-4034 Leitchfield, KY 42755 200,000 Gallon Elevated 13. 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I . 12'c- KC/ - All 1 --N NID mlm (�I'' z rn co 10Imo. 0 1z1 :�� ; p00 ��It� bqy! c, c, ! Z 1', X O 'NU 10 CO '0 0 IN 1 Co.OI��O OI 0 0,0 m,� O,� aol� 0 vl 0 ZJ m li � N I 1w IN m MI , -040 N31 I ICO ol77 XI' MIIX I I I I mI 0'0 0'0 010 010'0,010 0 010 0 0101-1 -i -(-1-1 -1 m,m -n m,mlmlmlm'm m,mlm m m,m m:71101010 0'0 010 m'm,m m11mlmm,m!m m'm'lm m!Im1m m'm0'IO 010'0:0''0 C)In(�c) n(�15 5(-)k.)a )In nln',n f) r r rr1r r!r mImlm m m,mm mllm m m,mm'm rIm m tnicn cn cn(n cnlcn ' I + ' i 1 I N N N N N -. N N-,N.) 1,3,1\3 N -,,N N -.1- N!N 0 01 000(000(00000 (000 (0(000 O -. 010 .-4_[-.110 00 O_ 00(D 010'(001000 (0 00 (O(00 --` -_ i co O �O N W Na N N N O O + Il' �I, II T III 111 1 I Bonestroo Rosene BIDDER: TMI Coatings, Inc. Anderlik& VI Associates Engineers E.Architects DOCUMENT 00410 BID FORM OAK PARK HEIGHTS 250,000 GALLON ELEVATED TANK REPAINT FILE NO.000055-07147-0 OAK PARK HEIGHTS,MINNESOTA 2007 THIS BID IS SUBMITTED TO: City of Oak Park Heights,Minnesota City Hall 14168 Oak Park Boulevard Oak Park Heights,MN 55082-3007 1.01 The undersigned Bidder proposes and agrees,if this Bid is accepted,to enter into an Agreement with Owner in the form included in the Bidding Documents to perform all work as specified or indicated in the Bidding Documents for the prices and within the times indicated in this Bid and in accordance with the other terms and conditions of the Bidding Documents. 2.01 Bidder accepts all of the terms and conditions of the Instructions to Bidders,including without limitation those dealing with the disposition of Bid Security. The Bid will remain subject to acceptance for 60 days after the Bid Opening,or for such longer period of time that Bidder may agree to in writing upon request of Owner. 3.01 In submitting this Bid,Bidder represents that: A. Bidder has examined and carefully studied the Bidding Documents,the other related data identified in the Bidding Documents,and the following Addenda,receipt of all which is hereby acknowledged: Addendum No. Addendum Date B. Bidder has visited the Project Site and become familiar with and is satisfied as to the general,local,and Project Site conditions that may affect cost,progress,and performance of the work. C. Bidder is familiar with and is satisfied as to all federal,state,and local Laws and Regulations that may affect cost,progress,and performance of the work. D. Bidder has carefully studied all: (1)reports of explorations and tests of subsurface conditions at or contiguous to the Project Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Project Site(except Underground Facilities)which have been identified in SC-4.02,and(2)reports and drawings of Hazardous Environmental Conditions that have been identified in SC-4.06. 000055071470BIDFORM.xIs 00410-1 BID FORM { E. Bidder has obtained and carefully studied(or accepts the consequences for not doing so)all additional or supplementary examinations,investigations,explorations,tests,studies,and data concerning conditions (surface,subsurface,and Underground Facilities)at or contiguous to the Project Site which may affect cost, progress,or performance of the work or which relate to any aspect of the means,methods,techniques, sequences,and procedures of construction to be employed by Bidder,including applying the specific means, methods,techniques,sequences,and procedures of construction expressly required by the Bidding Documents to be employed by Bidder,and safety precautions and programs incident thereto. F. Bidder does not consider that any further examinations,investigations,explorations,tests,studies,or data are necessary for the determination of this Bid for performance of the work at the price(s)Bid and within the times and in accordance with the other terms and conditions of the Bidding Documents. G. Bidder is aware of the general nature of work to be performed by Owner and others at the Project Site that relates to the work as indicated in the Bidding Documents. H. Bidder has correlated the information known to Bidder,information and observations obtained from visits to the Project Site,reports and drawings identified in the Bidding Documents,and all additional examinations, investigations,explorations,tests,studies,and data with the Bidding Documents. I. Bidder has given Engineer written notice of all conflicts,errors,ambiguities,or discrepancies that Bidder has discovered in the Bidding Documents,and the written resolution thereof by Engineer is acceptable to Bidder. J. The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance of the work for which this Bid is submitted. K. Bidder will submit written evidence of its authority to do business in the state where the Project is located not later than the date of its execution of the Agreement. 4.01 Bidder further represents that: A. The prices in this Bid have been arrived at independently,without consultation,communication,or agreement as to any matters relating to such prices with any other Bidder or with any competitor for the purpose of restricting competition. B. The prices in this Bid have not or will not be knowingly disclosed to any other Bidder or competitor prior to opening of the Bids. C. No attempt has been made or will be made by the Bidder to induce any other person or firm to submit or not to submit a Bid for the purpose of restricting competition. 4.02 Bidder understands that the law may require the Owner,or Engineer at the Owner's direction,to undertake an investigation and submit an evaluation concerning Bidder's responsiveness,responsibility,and qualifications before awarding a contract. Bidder hereby waives any and all claims,of whatever nature,against Owner,Engineer and their employees and agents,which arise out of or relate to such investigation and evaluation,and statements made as a result thereof,except for statements that can be shown by clear and convincing evidence to be intentionally false and made with actual malice. Nothing in this paragraph is intended to restrict Bidder's rights to challenge a contract pursuant to law. 000055071470BIDFORM.xLS 00410-2 BID FORM 5.01 Bidder will complete the work in accordance with the Contract Documents for the following price(s): All specific cash allowances are included in the price(s)set forth below and have been computed in accordance with paragraph 11.02 of the General Conditions. Unit Prices have been computed in accordance with paragraph 11.03.B of the General Conditions Bidder acknowledges that estimated quantities are not guaranteed,and are solely for the purpose of comparison of Bids,and final payment for all Unit Price Bid items will be based on actual quantities provided,determined as provided in the Contract Documents. No. Item Units Qty Unit Price Total Price I I BASE BID: 1 MOBILIZATION,MOVE IN AND OUT LS 1 $ $ 2.(3 3oo INCLUDING CLEAN UP $ I�,000 2 EXTERIOR CLEANING,SURFACE LS 1 $ PREPARATION,DISPOSAL AND PAINTING AS SPECIFIED 3 INTERIOR WET CLEANING,SURFACE LS 1 $ $ Co, 000 PREPARATION,DISPOSAL AND PAINTING AS SPECIFIED $ -3 5000 4 INTERIOR DRY CLEANING,SURFACE LS 1 $ PREPARATION,DISPOSAL AND PAINTING AS SPECIFIED 5 STRUCTURAL REPAIRS AND LS 1 $ $ 3 5 Drat MODIFICTIONS AS SPECIFIED IN SECTION 15240-STEEL WATER RESERVOIR REPAIRS r� 6 ALLOWANCE FOR NON-SPECIFIED HR 85 $ 1 DO $ G) 'moo WELDING AND GRINDING REPAIRS PER SECTION 15240-STEEL WATER RESERVOIR REPAIRS g Co O00 7 FULL,NEGATIVE-AIR LS 1 $ $ CONTAINMENT $ Z.i p00 8 REGRADE SITE AROUND TANK TO LS 1 $ DRAIN TO STORM BEEHIVE STRUCTURE Oo0 9 SODDING,LAWN TYPE WITH 4"OF SY 200 $ - oo $ ) TOPSOIL II �j OO 10 4'X6'OVERFLOW SPLASH PAD LS 1 $ $ 3y'.) 3 00 TOTAL BASE BID 000055071470BIDFORM.xIs 00410-3 BID FORM • No. Item Units Qty Unit Price Total Price I ALTERNATE NO.1 -CATHODIC PROTECTION SYSTEM: 11 INSTALL A NEW CATHODIC LS 1 $ $ Z. 50Q PROTECTION SYSTEM INSIDE THE WET INTERIOR AS SPECIFIED IN SECTION 16640-(ADD) TOTAL ALTERNATE NO.1- $ 1 Z.1 560 CATHODIC PROTECTION SYSTEM ALTERNATE NO.2-REPLACE EXPANSION JOINT: rc 12 REMOVE THE EXISTING RISER PIPE LS 1 $ $ 7 7 EXPANSION JOINT AND REPLACE WITH A NEW STAINLESS STEEL EXPANSION JOINT-(ADD) 5-00 TOTAL ALTERNATE NO.2- REPLACE EXPANSION JOINT 000055071470BIDFORM.xIs 00410-4 BID FORM No. Item Units Qty Unit Price Total Price I SUBSTITUTE ITEMS: ITEM: MANUFACTURER: DEDUCT: ITEM: MANUFACTURER: DEDUCT: ITEM: MANUFACTURER: DEDUCT: ITEM: MANUFACTURER: DEDUCT: 000055071470BIDFORM.xIs 00410-5 BID FORM 6.01 Bidder agrees that the work will be Substantially Completed and completed and ready for Final Payment in accordance with paragraph 14.07.B of the General Conditions on or before the dates or within the number of calendar days indicated in the Agreement. 6.02 Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the work within the times specified above,which shall be stated in the Agreement. 7.01 The following documents are attached to and made a condition of this Bid: A. Required Bid Security in the form of 5 percent. 8.01 The terms used in this Bid with initial capital letters have the meanings stated in the Instructions to Bidders,the General Conditions,and the Supplementary Conditions. SUBMITTED on March 20 ,2007. If Bidder Is: An Individual Name(typed or printed): By: (SEAL) (Individual's signature) Doing business as: Business Street Address(No P.O.Box#'s): Phone No.: Fax No.: A Partnership Partnership Name: (SEAL) By: (Signature of general partner) Name(typed or printed): 000055071470BIDFORM.xIs 00410-6 BID FORM Business Street Address(No P.O.Box#'s): Phone No.: Fax No.: A Corporation Corporation Name: TMI Coatings, Inc. (SEAL) State of Incorporation: Minnesota Type(General Business,Professional,Service,Limited Liability): General Business r By: (Signature) Name(typed or printed): Tracy M. Gl i on Title: President Attest (CORPORATE SEAL) (Signature of Corporate Secretary) John M. Anderson, Secretary Business Street Address(No P.O.Box#'s): TMI Coatings, Inc. 3291 Terminal Drive St. Paul , MN 55121 Phone No.: 651-452-6100 Fax No.: 65 1 4.52-m S98 _ A Joint Venture Joint Venture Name: (SEAL) By: (Signature of joint venture partner) Name(typed or printed): 00410-7 BID FORM 000055071470BIDFORM.xk Title: Business address: Phone No.: Fax No.: Joint Venturer Name: (SEAL) By: (Signature) Name(typed or printed): Title: Business Street Address(No P.O.Box#'s): Phone No.: Fax No.: Phone and Fax Number,and Address for receipt of official communications: (Each joint venturer must sign. The manner of signing for each individual,partnership,and corporation that is a party to the joint venture should be in the manner indicated above). 000055071470BIDFORMx1s 00410-8 BID FORM BIDDER'S QUALIFICATION STATEMENT 1. The Name,Address,and Phone Number of the Bidder. Name: TMI Coatings, Inc. Address: 3291 Terminal Drive, St. Paul , MN 55121 Phone: ( ) 651-452-6100 2. Years in Business: 22 3. List of plant,equipment,and motorized equipment available for this project. Attach as separate if necessay. See attached Major Equipment List 4. List of equivalent type projects performed within the last 4 years. Attach as separate if necessay. 1) Name: See attached Date: Contact Person: Telephone: Decription of Project: Capacity of Water Tank: 2) Name: Date: Contact Person: Telephone: Decription of Project: Capacity of Water Tank: 3) Name: Date: Contact Person: Telephone: Decription of Project: Capacity of Water Tank: 4) Name: Date: Contact Person: Telephone Decription of Project: Capacity of Water Tank: 000055071470HmFORM.xIs 00410-9 BID FORM 5) Name: , Date: Contact Person: Telephone: Decription of Project: Capacity of Water Tank: 5. List of person(s)who will supervise and be available for the work of this Project and number of years experience. Names: Years of Experience. Superintendent: Fred Arnold or Rick Galley 20+ Foreman: Richard Racy 20+ Personnel: TMI has numerous personnel available with suitable experience. 6. Each Bidder shall enter in the spaces provided the names of major subcontractors he proposes to employ and classification or type of work they will perform. A major subcontractor is defined as a subcontractor whose subcontract constitutes approximately 5 percent or more of the Total Contract Price. SUBCONTRACTOR WORK Will advise. 7. Such additional information as will assist the Owner in determining whether the Bidder is adequately prepared to fulfill the contract. Attach as separate if necessary. 000055071470BIDFORM.xls 00410-10 BID FORM 8. The undersigned hereby authorizes and requests any person,firm or corporation to furnish any information requested by the Owner in verification of the recitals comprising this statement of Contractor's qualifications. 9. State the true,exact,correct,and complete name of the partnership,corporation,or trade name under which you do business,and the address of the place of business. (If a corporation,state the name of the President and Secretary. If a TMI Coatings, Inc. Correct Name of Bidder (a) The Business is a corporation (b) The address of principal place of business is: 3291 Terminal Drive, St. Paul , MN 55121 (c) Phone Number 651-452-6100 (d) The name of the corporate officers,partners,or individuals doing business under a trade name,are as follows: Tracy M. Gliori , President John M. Anderson, Secretary Dated at St. Paul , MN this 20 day of March ,2007. TMI Coatings, Inca By: Trac Trac . Gliori , President Attest: ohn M. Anderson, Secretary END OF DOCUMENT 000055071470BIDFORM.xls 00410-11 BID FORM MAJOR EQUIPMENT LIST TMI COATINGS, INC. 3291 Terminal Drive St. Paul, MN 55121 (651) 452-6100 AIR COMPRESSORS FLOOR EQUIPMENT HEATERS 6 - Ingersoll Rand 185 cfm 2 -Scarifiers 10- Modine Steam Heaters 8 - Ingersoll Rand 825 cfm 12 - 17-21" Floor Machine Sander/ 2 -6 Mil BTU Propane 3 - Ingersoll Rand 1,300 cfm Scrubbers 7 -350,000 BTU LP Heaters 23- Pressure Washers 2,500-4,000 psi 21 -Chipping Hammers 2 -Concrete Saws VEHICLES -FLEET OF 40 SANDBLAST EQUIPMENT 2 -Air Scrapers 11 - F450 Flatbeds 1 - BGRS Grit Recycling Unit 2 -Scarifiers 26- 1999-2004 PickupsNehicles 1 -9 ton Blast Unit with 1,300 & 1 -Scaler 10- Flatbed Gooseneck Trailers 20-30' 185 cfm Air Compressor on 40', 2 - Needle Guns 17 -Storage Trailers 3-axle trailer 3 -20' Decontamination/Shower 1 -24 ton Blast Unit w/Air Dryer on 46' Trailer/Locker Room 3-Axle Lowboy Semi BLASTRACS/SHOTBLASTERS 1 - Forklift-8,000 lb. cap. 2 - 12 ton Blast Unit w/1300 2 - Blastracs-8" 1 - Forklift-4,000 lb. cap. & 185 cfm Air Compressor w/Air 1 - Blastrac with Vacuum - 10" Dryer on 3-Axle Trailer 1 - Blastrac 20"w/30 HP 5 -40' Semi-Trailer Bulk Sand Tankers 1 - Prep Master 2420 Q/C EQUIPMENT 1 - Schmidt 11-ton Sand Pot 1 -Cole Palmer Temp. Monitor 2 - Beacon 8-ton Sand Pots 5 -Spark Testers 2 - Empire 7-ton Sand Pots VENTILATION EQUIPMENT 2 - Pressure Gauges 10 -600-5000 lb. Sand Pots 27 - Fans- Explosion-proof 12 -Thickness Gauges 11 - Moisture Traps 37 -Air Movers-Copus 1 -Adhesion Tester 7 - Sand Pacs 10-Air Dryers 3 - Durometers 1 - VACU-BLASTER, 40 hp w/Remote 29-Air Purifiers 18 -Gas/Oxygen Meters 2 - VACU-BLASTER, IPEC VB 300 6 -Sponge Testers/Spark Testers 1 -Torbo Unit(600-lb. pot) 5 - Barcol/FRP Hardness Testers SCAFFOLDING &RIGGING 2 -SKU Personal Air Monitors 10 -30 ft. Whirly Gigs 1 -Spring Micrometer 2 -20 ft. Ladder Booms SPRAY EQUIPMENT 11 - Electric Cable Climbers 23- Binks Conventional Pots 44-Air Cable Climbers (Sky Climbers LEAD PAINT CONTAINMENT 25-Graco Guns by Waco) SYSTEMS 4 -Graco Mixers 6 - Electric Spider 3 - Lead Paint Containment Systems 50 -Wagner Guns 10-Work Cages w/30,000-lb. Hydraulic Winches 24- Graco King 45:1 Pumps 70-Swing Stages/Picks 2 -30,000 cfm Lead Dust Collector 6 - Graco Bulldog 30:1 Pumps (Benson) 14- Graco 5:1 Pumps 1 -26,000 cfm Lead Dust Collector 6 - Graco 1:1 Pumps COMMUNICATION EQUIPMENT (Entech) 2 - Graco 9:1 Pumps 40 - Motorola UHF Radios with chargers 25- Power Rollers FIBERGLASS EQUIPMENT 1 - FRP Gun 1 - FRP Glutton Pump SPF/equip06 WATER TANK REFERENCE LIST TMI COATINGS, INC. 3291 Terminal Drive St. Paul, MN 55121 651-452-6100 OWNER PROJECT DESCRIPTION Westover Air Reserve 1 M/R Water Facilities, Bldgs. 1311 and 1312 Contract#FA6606-05-C-0004 Base, Chicopee, MA 1 .••• I Contain, sandblast, and coat the exterior of a riveted elevated Contact: Donald Hebert I tank. The existing exterior paint contained lead that was • 413-557-2603 / Fax 413-557-2017 I treated and safely removed. Date: 2006 . ' Capacity: 500,000 gallons City of Norman, OK 1 Robinson Street Water Tower Contain, sandblast, and coat the exterior and interior of a Contact: Chris Mattingly I I legged elevated tank. The existing exterior paint contained Utilities Superintendent I lead that was treated and safely removed. 405-321-2182/ Fax 405-292-9746 • Date: 2006 i Capacity: 500,000 gallons . 1 , . :• Hurlburt Air Force Base, I Repair Water Distribution Basewide (4 Towers) Contract#FA4417-05-C-0004. FL . I Tower 2-Sandblast and recoat the interior and exterior. Contact: Contracting Officer I Tower 5-Sandblast and recoat the interior and exterior. 850-884-6613/ Fax 850-884-1272 I Tower 808-Sandblast and recoat the exterior only. Date: 2006 Tower 7-Sandblast and recoat the exterior only. • . I Capacity: Tower 2 -250,000 gallons • • Tower 5- 125,000 gallons .•• ..• • . : Tower 808-250,000 gallons ..••••' • 1 Tower 7-250,000gallons ••. t : City of Lawrence, KS I Contain, sandblast, and recoat the exterior and sandblast and coat the interior ceiling of a ground storage reservoir. The Contact: Philip Ciesielski existing exterior paint contained lead that was treated and 785-832-7831 / Fax 785-832-7897 I safely removed. Date: 2005 I For additional information: • • 1 www.lawrenceutilities.oro/KasoldStoradeTank.shtml Capacity: 1.5 million gallons 1 US Customs & Border 1 Surveillance Branch West Water Tank, Corpus Christi Naval Air Station. Contain, sandblast, and recoat interior, and power Protection, TX I wash, spot coat, and apply one logo to exterior of a 250,000 Contact: Jerry Mullins, Jr. 1 gallon fire suppression water storage tank. The existing interior 361-698-6983/ Fax 361-698-6182 I paint contained lead that was treated and safely removed. Date: 2005 • : • • • Capacity: 250,000 gallons Ogden Municipal Utilities, IA 1 Sandblast and paint exterior and interior with full containment. Contact: Noel Vogen Capacity: 500,000 gallons Short Elliott Hendrickson , I 952-912-2600/ Fax 952-912-2601 , .•• , I Date: 2005 .••• • .••• TMI Coatings,Inc. -Water Tank Reference List-Page 2 City of Ada, OK I Contain, sandblast, and recoat the exterior and interior of a I Contact: John Rabenberg 1 legged elevated tank. • FHC/Tetra Tech • 1 Capacity: 600,000 gallons 405-606-8600/ Fax 405-606-8601 Date: 2005 USDA-National Animal I Perform structural modifications, sandblast and recoat the exterior and interior of a legged elevated tank with full Disease Center 1 containment. The existing exterior paint contained lead that Ames, IA I was treated and safely removed. Contact: Steve Brase-Shive Hattery 515-223-8104/ Fax 515-223-0622 Capacity: 500,000 gallons Date: 2004 i .1 City of Oklahoma City, OK Contain, sandblast, and recoat the exterior and interior of the Reno Avenue legged elevated water tank. Contact: Randy Marsee : FHC/Tetra Tech Capacity: 1 million gallons 302 SW 7th Street .••. • •. : • • Oklahoma City, OK 73109 • 405-606-8600 / Fax 405-606-8601 .••• • Date: 2004 :• • ..••• • I Native American Services Perform modifications, pressure wash and overcoat exterior, and sandblast and paint interior of two ground storage tanks in 1 • Corporation (NASCO) Cottonwood, AZ and Kinlichee, AZ. Contact: Melvin Tsethlikai .•••• 505-863-8428 Capacity: 170,000 gallons and 58,000 gallons .••• :• Date: 2004 City of St. Paul, MN I Contain, sandblast, and recoat the exterior and interior of the Minnesota State Fair Grounds Tower hydropillar tank. Contact: Bob Kollmer Capacity: 1.5 million gallons Kollmer Consultants, Inc. 651-462-7266 I Contain, sandblast, and recoat the exterior and interior of the Date: 2002 and 2003 I Highland Park#3 legged elevated water tower. Capacity: 1.5 million gallons .; U.S. Dept. of the Interior I Perform modifications, pressure wash and overcoat exterior, 1 and sandblast and line the interior of a legged elevated water BIA-Navajo Regional Office i storage tank at the Shonto Preparatory School, Shonto, AZ. Contact: Melvin Tsethlikai 1 1 505-863-8428 1 Capacity: 75,000 gallons Date: 2003 :•• • • .••• : .••. : . : • .••• • : : 1 City of Scottsbluff, NE Fairview Cemetery Water Tower Rehabilitation: Pressure I wash, spot prime, and coat the exterior, and sandblast and coat ,• Contact: Frank Strong I the interior of a legged elevated tank. M.C. Schaff& Associates, Inc. 1 . ..•• 308-635-1926 1 Capacity: 500,000 gallons .. • • • Date: 2002 1 . , . TMI Coatings,Inc. -Water Tank Reference List-Page 3 • 1 Iowa Dept. of General 1 Water Tower Upgrade: Perform structural modifications, I containment, and painting of the exterior and interior of a lattice 1 Services I legged riveted double ellipsoidal water storage tank. I Contact: Paul Johnson 1 1 Terracon-Omaha, NE 1 Capacity: 300,000 gallons • • • I. City of Topeka, KS 1 NW 46th Street Elevated Hydropillar Tower: Power wash and I paint the exterior and sandblast and paint the interior wet and I Contact: Greg Dekat 1 spot prep and paint the interior dry. 1 Indian Hills Elevated Hydropillar Tower: Power wash and paint I Date: 2002 I the exterior and sandblast and paint the interior wet and spot : I prep and paint the interior dry. : 1 Capacity: 500,000 gallons and 750,000 gallons 1 Marshalltown Water 1 Coating touchup and overcoat of exterior and interior of two 1 water storage tanks. 1 Works, Marshalltown, IA 1 I Contact: Steve Sincox 1 Capacity: 1 million gallon legged tank : 300,000 gallon single pedestal I Date: 2001 and 2002 • I Shakopee Public Utilities Contain, sandblast, and recoat the exterior and interior wet and power wash and overcoat the interior dry of a hydropillar. I Commission, Shakopee, MN I Contact: Ken Adolf Capacity: 1.5 million gallons 1 952-546-7601 I Date: 2001 1 City of Borger, TX 1 TMI performed structural modifications, containment, and i painted the interior and exterior of an elevated storage tank, 76' I diameter and overall height of 144'. Project included removal I Parkhill, Smith & Cooper 1 of lead paint from the exterior of the tank. I Date: 2001 1 Capacity: 1 million gallons 1 City of Marble Falls, TX I TMI contained, sandblasted and coated the exterior and 1 sandblasted and coated the interior of a 36'diameter x 96' high I Contact: Tom Stewart I legged elevated storage tank. I Date: 2001 i Capacity: 200,000 gallons 1 City of Pipestone, MN I Prepare and coat the exterior and interior of a 40'diameter x 1 130'overall height legged elevated tank. Prepare and coat the 1 Contact: Dave Odens I exterior of a 38' diameter x 118' overall height hydropillar. 1 Banner Associates, Inc. 1 Capacity: 250,000 gallons and 500,000 gallons i Date: 2000 1 City of San Antonio, TX 1 Project included along with coating the interior and exterior of a I 165'diameter x 48' high ground storage tank, removing the i Contact: Brad Groves 1 existing roof and installing a new geodesic dome roof. The new 1 Groves &Associates I roof was assembled in the floor of the tank and took 1 210-226-2922 I approximately 5 weeks to complete. � 1 Capacity: 7.5 million gallons referencesmatertnk06(11/06) THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A310 Bid Bond KNOW ALL MEN BY THESE PRESENTS, THAT WE TMI Coatings, Inc. 3291 Terminal Drive St Paul, MN 55121 as Principal, hereinafter called the Principal, and International Fidelity Insurance Company One Newark Center, 20th Floor Newark, NJ 07102-5207 a corporation duly organized under the laws of the State of NJ as Surety, hereinafter called the Surety, are held and firmly bound unto City of Oak Park Heights City Hall, 14168 Oak Park Blvd. Oak Park Heights, MN 55082-3007 as Obligee, hereinafter called the Obligee, in the sum of Five Percent of Amount Bid Dollars ($ 5% ), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns,jointly and severally, firmly by these presents. WHEREAS,the Principal has submitted a bid for Oak Park Heights 250,000 Gallon Elevated Tank Repaint- File No. 000055-07147-0 NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and materials furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 20th day of March , 2007 TMI Coatings, Inc. `+ , a 014,z-/ (Principal) (Seal) VW�; Witness By. Tracy M. Gl i orib President (Title) Internation F' lity Insurance ompany (Sure y) (Seal) (Witness) 0 By: 1 /,.,, Attorney'n-Fac Barbara Ke I r (Tide) AIA DOCUMENT A310•BID BOND•AIA•FEBRUA Y 1970 ED.•THE A ERICAN INSTITUTE OF ARCHITECTS,1735 N.Y.AVE.,N.W.,WASHINGTON,D.C.20006 Corporation Acknowledgement State of MINNESOTA } } ss. County of DAKOTA } On this 201 day of March 2007, before me personally came Tracy M. G 1 i o r i , to me known, who being by me duly sworn, did depose and say that she/he is the President of TMI Coatings, Inc. described in and which executed the above instrument; that she/he did so by authority of the Board of Directors of said corporation,and that she/he signed her/his name to it by like order. My commission expires Ri A. KRiZ (� No Public •� ��u�c�utc�tsstoty Notary • a..r M ,‘,;s.,.34 2 0 1 0 Surety Acknowledgement State of MINNESOTA } } ss. County of Hennepin } On this 20th day of March , 20 07 before me personally came Barbara Kellar , to me known, who, being by me duly sworn, did depose and say that she is an attorney-in-fact of International Fidelity Insurance Company the corporation described in and which executed the within instrument; that she knows the corporate seal of said corporation; that the seal affixed to the within instrument is such corporate seal, and that she signed the said instrument and affixed the said seal as Attorney in Fact by authority of the Board of Directors of said corporation and by authority of this office under the Standing Resolutions thereof. My commission expires January 31,2010 . r ,!i)/;/4::47r " 'uilic �:.c.: BARBARA L.RAEDEKE r,_... Notary Public �5.. pf Minnesota I. My Commission Expires January 31,2(1, fi 'Tel(973)624-7200 POWER OF ATTORNEY • INTERNATIONAL FIDELITY INSURANCE COMPANY HOME OFFICE:ONE NEWARK CENTER,20TH FLOOR NEWARK,NEW JERSEY 07102-5207 FOR BID BOND/RIDER/CONSENTS/AFFIDAVIT' OND/RIDER/CONSENTS/AFFIDAVITS KNOW ALL MEN BY THESE PRESENTS: That INTERNATIONAL FIDELITY INSURANCE COMPANY, a corporation organized and existing laws of the State of New Jersey,and having its principal office in the City of Newark,New Jersey,does hereby constitute and appoint LAURIE PFLUG, JILL SWANSON, BARBARA L. RAEDEKE,JENNIFER MILLER, DENISE WISHCOP, RAY HENNINGSON, BARBARA KELLAR, RICHARD DONOVAN, ANDY MAHONEY, NINA WERSTEIN, DENNIS LOOTS . Minneapolis,MN. its true and lawful attorney(s)-in-fact to execute,seal and deliver for and on its behalf as surety,any and all bonds and undertakings,contracts of indemnity and other writings obligatory,in the nature thereof,which are or may be allowed,required or permitted by law, INTERNATIONAL Wile rutlation,contract or otherwise and the execution of such mstrument(s) in pursuance of these presents, shall be as binding upon the said TERNATIONAL FIDELITY INSURANCE COMPANY,as fully and amply, to all intents and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at its principal.office. This Power of Attorney is executed,and maybe revoked pursuant to and by authority of Article 3-Section 3,of the By-Laws adopted by the Board of Directors of INTERNATIONAL FIDELITY INSURANCE COMPANY at a meeting called and held on the 7th day of February, 1974. The President or any Vice President,Executive Vice President,Secretary or Assistant Secretary,shall have power and authority (1)To appoint Attorneys-in-fact,and to authorize them to execute on behalf of the Company,and attach the Seal of the Company thereto,bonds and undertakings,contracts of indemnity and other writings obligatory in the nature thereof and, (2)To remove,at any time,any such attorney-in-fact and revoke the authority given. Further this Power of Attorney is s4 and sealed by facsimile pursuant to resolution of the Board of Directors of said Company adopted at a meeting duly called and held on the 29th day of April, 1982 of which the following is a true excerpt: Now therefore the signatures of such officers and the seal of the Company may be affixed to any such power of attorney or any certificate relating thereto by facsimile,and any such power of attorney or certificate bearing such facsimile signatures or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by facsimile signatures and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. • O TY OA. IN TESTIMONY WHEREOF,INTERNATIONAL FIDELITY INSURANCE COMPANY has caused this instrument to be <N G signed and its corporate seal to be affixed by its authorized officer,this 29th day of August,A.D.2003. 43"4/....,, INTERNATIONAL FIDELITY INSURANCE CO �' SEAL �I STATE OF NEW JERSEY 4Rr::::::7 a 1904 p County OF NEW 10 * )4V Secre On this 29th day of August 2003,.before me came the individual who executed the preceding instrument, to me personally known and,being me duly sworn,said the he is the therein described and authorized officer of the INTERNATIONAL FIDELITY INSURANCE COMPANY;that the s affixed to said instrument is the Corporate Seal of said Company;that the said Corporate Seal and his signature were duly affixed by order of the Board of Directors of said Company. I.:►ARO, IN TESTIMONY WHEREOF,I have hereunto set my hand affixed my Official Seal, �4P.• r at the City of Newark,New Jersey the day and year first above written. O NOTARY c,,, _ PUBLIC �. * ''+'%M1° A NOTARY PUBLIC OF NEW JERSEY CERTIFICATION My Commission Expires Nov.21,2005 I,the undersigned officer of INTERNATIONAL FIDELITY INSURANCE COMPANY do hereby certify that I have compared the foregoing copy of the Power of Attorney and affidavit,and the copy of the Section of the By-Laws of said Company as set forth in said Power of Attorney,with the ORIGINALS ON IN THE HOME OFFICE OF SAID COMPANY,and that the same are correct transcripts thereof,and of the whole of the said originals,and that the said Power of Attorney has not been revoked and is now in full force and effect IN TESTIMONY WHEREOF,I have hereunto set my hand this 20th day of March, 2007 �!/ ,/ Assistant Secretary 2335 Highway 36 W St.Paul,MN 55113 Tel 651-636-4600 Fax 651-636-1311 www.bonestroo.corn March 7, 2007 #Bonestroo Mr. Brian Noma Minnesota Department of Health Drinking Water Protection Section 625 N. Robert St., PO Box 64975 St. Paul, MN 55155 Re: Health Permit Application 250,000 Gallon Elevated Tank Repaint City of Oak Park Heights File No. 55-07147-0 Dear Mr. Noma: We are transmitting the following for the project noted above. Please review, comment upon, and approve these plans and specifications: (2) copies Plans (2) copies Specifications (1) original Plan Review Fee Form #56 and the Permit Application Fee ($100) Questions regarding this project should be directed to Mark Rolfs at 651-604-4881. A copy of any correspondence should be directed to my attention at this office. Sincerely, BONESTROO Cathy White cc: Eric Johnson, City of Oak Park Heights St.Paul St.Cloud Rochester Milwaukee Chicago Engineers Architects Planners 138116 BONESTROO, ROSENE, ANDERLIK&ASSOC., INC. ASSOCIATED BANK 2335 HIGHWAY 36 W SAINT PAUL,MN 55113 (651)636-4600 CHECK DATE February 24,2007 PAY One Hundred and 00/100 Dollars TO MN Department of Health AMOUNT $100.00 625 North Robert Street P.O.Box 64975 Void after 90 days St.Paul MN 55164-0975 /Q 38 i6116 i:0759005751: 2223 077 82311' BONESTROO, ROSENE, ANDERLIK & ASSOC., INC. 138116 Invoice Number Date Voucher Amount Discounts Previous Pay 2/28/07 000000015200 Y Net Amount MN Department of Health 100.00 0.00 0.00 100.00 OPERATING 14 10525 Totals 100.00 0.00 0.00 100.00 Environmental Health Division 625 North Robert St. P.O. Box 64975 Office Use Onl St.Paul,MN 55164-0975 651/201-4700 Minnesota Relay Service(Greater MN) 1/800/627-3529 Plan No Minnesota Relay Service(Metro)297-5353 Fee PLAN REVIEW FEE SHEET Deposit No. 1 set of plans and specifications are required for watermains. Deposit Date 2 sets of plans are required for wells, pumphouses, chemical feed, storage, booster stations and water treatment plants. PLANS AND SPECIFICATIONS MUST BE SIGNED BY A PROFESSIONAL ENGINEER WHO REGISERED IN THE SATE OF MINNESOTA. BID QUANTITIES MUST BE PROVIDED. IS If submitting plans via U.S. Mail, please use the above address. If submitting plans via a courier service, etc., mail to the following address: Minnesota Department of Health Drinking Water Protection Unit—Plan Review 625 North Robert Street St. Paul, MN 55155 This application must be completed and fee submitted before the plans will be reviewed. "X"PROJ TYPE(S) AND FILL IN TOTAL FEE SUBMITTED. ECT ❑ Watermains $ 150.00 ❑ Pumphouse ❑ Well $250.00 $ 150.00 ❑ Chemical Feed $1,000.00 $150.00 ❑ Treatment Plant(new) Treatment Plant(renovation) $250.00 ❑ Storage (installation) $ 300.00 ❑ Booster Station Storage (coating) $100.00 $ 150.00 Total Fee Submitted $ 1100.00 Payable to Minnesota Department of Health FEES ARE ADDITIVE FOR MULTIPLE PROJECT TYPES INCLUDED ON ONE SET OF PLANS. PLEASE TYPE OR PRINT THE FOLLOWING RE•UIRED INFORMATION. Is this a Drinking water revolving fund loan project? _yeS x No Name of Project: 250,000 Gallon Elevated Tank Repaint Project Location: Oak Park Heights, MN Owner's Name: City of Oak Park Heights Owner's Address: 14168 Oak Park Blvd., Oak Park Heights,MN 55082 Submitter's Name: Bonestroo, Rosene, Anderlik & Associates, Inc. Submitter's Address: 2335 West Highway 36, St. Paul, MN 55113 Submitter's Telephone Number: 651-636-4600 AFFIDAVIT OF PUBLICATION Stillwater Gazette 1931 Curve Crest Blvd. Stillwater,MN 55082 (651)439-3130 Fax: (651)439-4713 State of Minnesota} ss. County of Washington} The undersigned, being duly sworn, on oath, says that s/he is the Publisher or authorized agent and employee of the Publisher known as the Stillwater Gazette,and has full knowledge of the facts which are stated. (A)The newspaper has complied with all of the requirements constituting qualification as a qualified newspaper, as provided by Minnesota State Statute 331A.02, 331A.07 and other applicable laws as amended_Printed below is a copy of the lowercase Alphabet,from A to Z,both inclusive,which is hereby acknowledged as :the size and kind type used in composition and publication of the of notice. l Publisher Dried Agent Ali 1 Subscribed and sworn to Qr affirmed to me 4• Y�C'`/ , /� ;' MARK EOWARDBERRI on this Z2) — day of -1---A„- -�' 2007. NOJAR Y PUSJ MAN,. Cr Carom A41NN�s0T4 °anon ex_mres Jan.91,?071; Notary Public Bonestroo Rosette Anderlik&Associates Invoice#00006259 2335 W.Hwy 36 St.Paul,MN 55113 Inches Description Price Total 14 1 Day Advertisement for Bids $110.60 $110.60 Document 00100 2/26 Balance $110.60 Maximum rate per column inch under Minnesota Law:$16.90 per 12-pica column AFFIDAVIT OF PUBLICATION Bonestroo Rosene Anderlik&Associates Invoice#00006259 2335 W.Hwy 36 St.Paul,MN 55113 Inches Description Price Total 14 1 Day Advertisement for Bids $110.60 $110.60 Document 00100 2/26 Balance $110.60 Maximum rate per column inch under Minnesota Law:$16.90 per 12-pica column 2335 West Highway 36 • St. Paul, MN 55113 Office: 651-636-4600 • Fax: 651-636-1311 www.bonestroo.com February 22, 2007 Stillwater Evening Gazette Attention: Molly P.O. Box 58 Stillwater,MN 55082 Phone: (651) 439-3130 Email: gazads @mnsun.com Re: Oak Park Heights, Minnesota Oak Park Heights 250,000 Gallon Elevated Tank Repaint Project File No. 000055-07147-0 Advertisement for Bids We are enclosing an Advertisement for Bids for Oak Park Heights 250,000 Gallon Elevated Tank Repaint Project in the City of Oak Park Heights, Minnesota. Bids are to be received on Tuesday, March 20, 2007, at 10 A.M., C.D.S.T. Please Publish: February 26 Affidavit of publication along with the invoice should be sent to the Oak Park Heights, Attention: Eric Johnson, P.O. Box 2007, Oak Park Heights, MN 55082-3007, Phone: (651) 439-4439. Please acknowledge receipt of this Advertisement, by signing and faxing back to Patty Wegener- Bonestroo at (651) 636-1311, as soon as possible. Name Date cc: Eric Johnson, City of Oak Park Heights Mark Vierling, City Attorney Tim Grinstead, Bonestroo Mark Rolfs, Bonestroo Dennis Postler, Bonestroo • St. Paul, St. Cloud, Rochester, MN • Milwaukee, WI • Chicago, IL Affirmative Action/Equal Opportunity Employer and Employee Owned DOCUMENT 00100 ADVERTISEMENT FOR BIDS Sealed Bids will be received by the City of Oak Park Heights,Minnesota, in the City Hall at 14168 Oak Park Boulevard, until 10 A.M, C.D.S.T., Tuesday, March 20, 2007, at which time they will be publicly opened and read aloud for the furnishing of all labor,materials, and all else necessary for the following: Oak Park Heights 250,000 Gallon Elevated Tank Repaint In general,Work consists of the following: Cleaning, sandblasting, and repainting interior and exterior surfaces of the existing 250,000 gallon elevated tank including miscellaneous interior and exterior structural repairs, Site grading and restoration,and all related and associated work. Bidders desiring a copy of the Bidding Documents may obtain them from the Issuing Office of Bonestroo, Rosene, Anderlik & Associates, Inc., Consulting Engineers, 2335 West Highway 36, St. Paul, MN 55113, (651) 636-4600 upon payment of a non-refundable fee of $40.00. Bidding Documents may be seen at the office of the City of Oak Park Heights and at the Issuing Office. Bidding Documents can also be purchased with a credit card over the interne at www.bonestroo.com. Direct inquiries to Engineer's Project Manager,Mark Rolfs at(651) 604-4881. Bid Security in the amount of 5 percent of the amount of the Bid must accompany each Bid in accordance with the Instructions to Bidders. The Owner reserves the right to retain the deposits of the 3 lowest Bidders for a period not to exceed 60 days after the date and time set for the Opening of Bids. No Bids may be withdrawn for a period of 60 days after the date and time set for the Opening of Bids. The Owner reserves the right to reject any and all Bids, to waive irregularities and informalities therein, and further reserves the right to award the Contract to the best interests of the Owner. Eric Johnson, City Administrator City of Oak Park Heights,Minnesota 000055-07147-0 ©2007 Bonestroo,Rosene, Anderlik&Associates,Inc. ADVERTISEMENT FOR BIDS Bonestroo 2335 West Highway 36 • St. Paul, MN 55113 Rosene Office: 651-636-4600 • Fax: 651-636-1311 inAnderlik& www.bonestroo.com Associates Engineers&Architects February 22, 2007 Construction Bulletin 30 Technology Parkway#100 Norcross, GA 30092 Phone: (770) 417-4147 Email: cblegals @reedbusiness.com Re: Oak Park Heights, Minnesota Oak Park Heights 250,000 Gallon Elevated Tank Repaint Project File No. 000055-07147-0 Advertisement for Bids We are enclosing an Advertisement for Bids for Oak Park Heights 250,000 Gallon Elevated Tank Repaint Project in the City of Oak Park Heights, Minnesota. Bids are to be received on Tuesday, March 20, 2007, at 10 A.M., C.D.S.T. Please Publish: March 5 and 12 Affidavit of publication along with the invoice should be sent to the Oak Park Heights,Attention: Eric Johnson, P.O. Box 2007, Oak Park Heights, MN 55082-3007, Phone: (651) 439-4439. Please acknowledge receipt of this Advertisement,by signing and faxing back to Patty Wegener- Bonestroo at(651) 636-1311, as soon as possible. Name Date cc: Eric Johnson, City of Oak Park Heights Mark Vierling, City Attorney Tim Grinstead, Bonestroo Mark Rolfs, Bonestroo Dennis Postler, Bonestroo • St. Paul, St. Cloud, Rochester, MN • Milwaukee, WI • Chicago, IL Affirmative Action/Equal Opportunity Employer and Employee Owned City of Oak Park Hei • hts f,: Memo June 22, 2006 To: Eric Johnson, City Administrator From: Judy Hoist, Deputy Clerk/Finance Director Re: Funding for Maintenance/Repairs of Water Tower The Maintenance Proposal submitted to the City by SEH Design Build, Inc. for the water tower at City Hall indicates we will need $363,500 to $406,500 over the next 5 years for maintenance/repairs. There are 3 payment options in the proposal, so funding could depend on which option is chosen. Option 1. $81,300 per year 2006 to 2010 Option 2. $218,100 in 2006 and$40,500 per year 2007 to 2010 Option 3. $319,900 in 2006 and $10,900 per year 2007 to 2010 1. We had an unrestricted fund balance in the Water Utility Fund of$522,958 as of December 31, 2005. There is currently a cash balance of$406,551 as of May 31, 2006. There is enough cash to pay for the services, but it would pretty much deplete the unrestricted cash balance. Depending on the option chosen to pay for the job, it is possible all or a portion could be paid from the Water Utility Fund over a 5 year period. Water rates would have to be increased to off-set some of the costs. 2. The Capital Revolving Fund has a cash balance of$457,469 as of May 31, 2006. We could have an interfund loan from the Capital Revolving Fund to the Water Utility Fund, but that would pretty much deplete the Capital Revolving Fund until such time as the Water Utility Fund paid off the loan. Water rates would have to be increased to pay the loan back over a period of years determined by Council. 3. An argument has been made that this is a renewal of the water tower and depreciation would be taken on the renewal value, therefore it could be funded from the Renewal Replacement Fund. Water rates would still have to be increased to pay for future additional depreciation that would be transferred to the Renewal Replacement Fund. Water Tank Evaluation 250,000-Gallon Single-Pedestal-Sphere Oak Park Heights Minnesota SEH Designpuild No. P-OAKPH0601.00 •,\:11,ez, • • ' • ',;*••••'•‘:'•".'•••••••'•"'!:'•;" .•'• . • `'• \V";%::.■":1•-/-it151:41441.V.t-, •,A"..,:z....•••••• •-•V•A'ryleek}t• t •-6-0 pgcoot '75,—,•••••J‘s1"::::4-;":4:.41"(A-7,',.,,r1,3" • a.,,AkA, 4 , ,• • b - , • ' , .• . 'f'•••A•• •• ' r,• -.••• • :• . ..• : :14;14t;f4,:.C,•Y%;•gi'" ;''3.'‘' 43:91 47V4,4' ;": • • , st., , •—•.;•.‘,;•-•:■!-••:::•.;•V • • • ••••••••••••,.)-"7,41"...11a)e 4 1..A 451:n'F,y2-0. kt: 2;1., "',•• •.•- • '- s•••s•, "••- s•••••— •-• : , •.• ,••• •,.;•:.• S. •• •i"•:- • ' ..• t • ",•• • t••••4 GA? ,.. .• • • • '.■.'.';':,:q.,.,Z,,=?.":1.'::;:•,??..;;;i:1;;.':.`..%,";.:,..,:.1'..;.•,c!•:'4,t‘.:,;;I:.:1V;4''';',41.41:4•531k .:An", • • ,V4;.• "4" -•• :.'.;\11'; ''''';;:sfA. • '..t'Afertirti*Atkii'VAC,N.i5VhS:E2140. 10, • „;f• : ..F.,.'i,Fri3::.K;11,-"Pil..sukilf," •t'..t.." - . • .11 ck • ,,.;.•:, 01, alk •s'•• • (s'•••••;•,"••-'''f■a,--,,1",• s if.fr • ' ""A.V;;:if)<=•)"4*•:‘,">:- •••• •,'.••,••' ' `s,4.■• • ' ttil;;;;•44: -,\'"`"; 4404'?:.`g.v.",..',6; "' , • ' • • ' (,•• • • • "4'4 .. . . ._.A,SEHDesigniBuild, Inc. S EHDesigniBuild, Inc. May 18,2006 RE: 250,000 Gallon Single-Pedestal-Sphere Water Tank Evaluation Oak Park Heights Minnesota SEH No. P-OAKPH060I,00 Mr.Torn Ozzello Director of Public Works 14168 Oak Park Boulevard North Oak Park Heights,MN 55075-2093 Dear Torn: After performing a washout and a thorough inspection of your above referenced potable water storage tank, we have enclosed our observations and recommendations for renovating it. Attached to this assessment is our Engineer's Estimate for necessary work. Sincerely, Russell W. Brown Steve Campbell,PE Project Development Manager Operations Manager 3535 Vadnais Center Drive I St.Paul,MN 55110 1 651.490.2000 1 651.490.2150 fax I www.sehinc.com Table of Contents Letter of Transmittal Title Page Table of Contents Page 1.0 Standard of Care 1 1 2.0 Summary 1 2.1 Coating Evaluation 1 2.2 Structural Evaluation 2 2.3 Tank Interior 2 2.4 Remaining Tank Life 2 2.4.1 Complete Exterior/Interior-Wet and Partial Interior-Dry 3.0 Recommendations 3 3 3.1 Structural Changes 3 3.1.1 Interior-Wet Structural 3.1.2 Exterior Structural 4 3.2 Cathodic Protection 4 4 3.3 Interior-Wet Coating 4 3.3.1 Interior-Dry Coating 4 3.4 Surface Preparation 4 3.4.1 Interior-Wet& Dry Coating System 3.4.2 Exterior Coating 4 4 3.5 Logo lettering 4.0 Engineers Estimate 5 5 4.1 Option SEH is a registered trademark of Short Elliott Hendrickson Inc. P-0AKPH0601.00 Water Tank Evaluation Page i City of Oak Park Heights May 18,2006 Water Tank Evaluation 250,000-Gallon Single-Pedestal-Sphere Prepared for City of Oak Park Heights 1.0 Standard of Care The conclusions and recommendations contained in this report were developed in accordance with generally accepted professional engineering practices at this time and location. 2.0 Summary 2.1 Coating Evaluation Paint chips were extracted from interior-dry and exterior surfaces of the tank. These samples were sent to ColTosion Control Consultants and Labs in Kentwood, Michigan for analysis of heavy metals with reference to current standards. On the sample taken from the tanks interior-dry the results included 0.99% chromium and 0.28% lead; the exterior base bell sample resulted in 0.27%chromium and 0.028% lead by total weight and the exterior roof sample resulted in 0.80% chromium and 0.045%lead. Since current federal and state regulations identifies"lead"based paint at 0.005% by weight, the exterior system would require provisions for any reconditioning to include heavy metal abatement, and possible disposal of hazardous waste materials. Containment is especially necessary to prevent the emission of fugitive dust during operations that include the removal of the exterior coating system. Interior-wet paint chip samples were not extracted during our evaluation for heavy metal analysis. However it will be required that fugitive dust exhaust be prevented during operations that include the removal of the exterior coating system. On this very tight site a 40,000-cfm dust collector shall operate the whole time blasting is underway. 2.2 Structural Evaluation Structural commentary under this section refers to the general condition of the foundation, and plate sections of the tank. Based on our visual examination of the tank structure and foundation, it appears that the facility is in good condition at this time. However, modifications are necessary to bring it into compliance with current P-OAKPH0601.00 Page 1 standards with respect to ventilation and personnel access. In addition, repairs within the tank interior are suggested before any recoating, in order to • enhance its long-term serviceability.The structure does not presently comply with current standards with respect to personal access. Specific references to items requiring maintenance repair,replacement,or installations to provide code compliance are included in the Recommendation section of this report under Interior or Exterior Structural. Structural commentary under this section refers to the general condition of the foundation,and plate sections of the tank. Our inspection of the tanks foundations revealed no significant cracking or spiting. The grout between the base plates and foundation was also found to be in good condition. Surrounding areas are not sloped away from the tank and drainage additions are required to protect the foundation for the long term. Surrounding areas are above the level of the tank base flange and anchor bolts. The anchor bolts securing base bell are in good condition within their anchor chairs. 2.3 Tank Interior The interior of the tank is in poor condition,with observed pitting of steel plates. A number of deficiencies were found on the shell plates throughout the immersion surfaces of the bowl resulting from spot coating failures and the exposure of bare metal. The installed Caho is Protection coon(CP) system e is not providing backup protection to these bare identified with regard to prominent erection scab marks,unused sidewall and ceiling rigging weidments and a general presentation of weld-spatter throughout the interior-wet. 2.4 Remaining Tank Life Information from our field evaluation process indicates that the City should consider full reconditioning of this facility immediately. Based on the degree of failures observed along with the age of both the interior and exterior coating systems,work should be scheduled for sometime within the next three(3)months. This will prevent any further and even more serious damage to already exposed tank surfaces. 2.4.1 Complete Exterior/Interior-Wet and Partial Interior-Dry Based on the degree of failures observed,complete reconditioning of the tank exterior and interior-wet should be considered. Maintenance repairs on portions of the exterior and interior-dry should be scheduled at the same time. This will prevent further damage to areas already in question and extend the service life of surfaces in good condition. Upon completion of the recommended modifications,repairs,and coating application, this tank should continue to provide service to the City of Oak Park Heights for many years to come.The normal life expectancy of an elevated tower is 60 to 80+years when prescribed periodic maintenance is followed. P-OAKPH0601.00 Water Tank Evaluation Page 2 City of Oak Park Heights Periodic maintenance following guidelines as prescribed by AWWA in Manual M42 is recommended. 3.0 Recommendations Based on the information obtained during physical inspection we recommend the following: 3.1 Structural Changes 3.1.1 Interior-Wet Structural • ■ Seal the following with SIKA-Flex 1A elastomeric caulk to inhibit the occurrence of rust bleed: - Seams and gaps above the high waterline - Roof Manway openings and other roof penetrations like vents, etc. - Horizontal seams in the vapor phase on the access tube - Between any intermittently welded roof stiffeners • Remove by grinding, air arc gouging, or torch cutting all weld scabs and • erection marks plus other weld imperfections visible above and below the waterline. Approximately 85 man-hours are required for this effort ■ Remove the old and badly corroded expansion joint at the base of the fill pipe and replace it with a stainless steel version of similar size. • Remove the existing CP system and dispose of these older non- functioning components. • Add a notched-rail safety climb system to the ladder on the access tube dry side. • Remove the existing overflow exit and remodel it to splash down 12" onto a newly poured concrete splash pad (would them meet the Ten State Standard). The new outlet will be a pair of low carbon steel flanges holding a#4 stainless steel mesh over the outlet. This overflow stream would then run into a newly built catch basin that would be piped underground to the nearby ditch catch basin • Install a new stainless steel drain system for the condensate ceiling to alleviate standing water problems. Drain condensate through a check valve to the overflow pipe. ■ Install a new 3"Shand &Jurs type mud-valve as near as possible to the lowest point in the bottom bowl to facilitate quick and thorough tank draining and cleanout. Drain it with a two inch drop into the existing overflow pipe. • Replace the existing insulation on the fill pipe, and include an aluminum jacket extending from the base of the tank to the bottom of the condensate pan and from the top of the top landing to the bottom of the bowl. • Install six new standard globe covered service lights inside the interior- dry. They will not interfere with safe climbing on the existing ladders and they will be hard wired within code compliant conduit. Water Tank Evaluation P-OAKPH0601.00 City of Oak Park Heights Page 3 3.1.2 Exterior Structural w Install a new 14' diameter,heavy-duty OSHA compliant handrail system • on the roof. Remove the existing FAA obstruction light and associated conduit and relocate the existing obstruction light from the roof plate to • the top of the new handrail in Remove safety climb devices before beginning preparation and painting and then replace them. Change the dry-tube device to a notched-rail type so that all three levels conform . Place a neoprene rubber boot over the center-screened vent and then replace it with a new AWWA aluminum, insect and bird proof,pressure- pallet type vent. The vent will have at a minimum a 12"neck . Add one 24"painter's ventilation Manway complete with a 4"rain shield. It will be hinged and lockable. This addition will be within the confines of the new handrail system ■ Cap off existing couplings previously used for Cathodic Protection,and seal with metal cover plates,welded top and bottom sides following removal of the present CP system • Install new owner supplied locks for all roof Manways 3.2 Cathodic Protection This tank is equipped now with a non-functioning Cathodic Protection system. It is recommended that it be removed and not replaced. 3.3 Interior-Wet Coating Due to age of the tank and the extent of coating failures, and other deficiencies related to weld or plate finish,a total reconditioning is recommended. 3.3.1 Interior-Dry Coating A total reconditioning is recommended. 3.4 Surface Preparation All surfaces of the tank should be abrasive blasted to a Society for Protective Coatings(SSPC)SP-10"Near White"standard of cleanliness. Interior-dry surfaces should be prepared to an SSPC SP-10"Near-White"level of cleanliness. Surface discontinuities such as erection marks,weld spatter, and sharp fins should be removed by air-arc gouging,grinding, and then re- blasting to achieve a uniform surface profile consistent with the coating manufacturer's product recommendation.This would also include all applicable structural repairs and modifications 3.4.1 Interior-Wet &Dry Coating System Following surface preparation,all surfaces should receive two coats plus a stripe coat application of an epoxy coating system certified in accordance with ANSI/NSF standard 61. 3.4.2 Exterior Coating A total reconditioning is recommended. P-OAKPH0601.00 Water Tank Evaluation Page 0 City of Oak Park Heights Using complete containment with a sidewall and a bonnet,while working in the presence of a 40,000-cfin dust-collector, complete removal and replacement with a new epoxy/epoxy/polyurethane. This new coating system will offer a long-term solution to the existing paint system failure. All surfaces should be prepared to an SSPC SP-10,"Near-White" level of cleanliness. This should be followed by two roller applied coats of a polyamide epoxy and a roller applied finish coat of high performance acrylic- polyurethane. 3.5 Logo lettering The name will be placed on the tank exactly where it is and in the same size and font. The finish material will be the same type of urethane finish as used over the complete exterior, in colors chosen by the owner. • 4.0 Engineers Estimate Areas of Work { Interior Structural $40,970 Interior-Wet Coating: $54,910 Interior-Dry Coating: $27,000 Exterior Structural $23,190 Exterior Coating: $118,100 Subtotal $264,170 • Contingency Fund $39,630 Engineering and InTection $43,200 Estimated Project Cost $347,000 The above project costs are based on current pricing derived from consultation with area contractors, suppliers, and manufacturers as applicable to the scope of work. We estimate that this project can be completed in four to eight weeks. SEH DesigniBuild, Inc. also recommends inspection during critical operations on the project to ensure proper surface preparation and coating system application,along with any other work noted herein. 4.1 Option As an option, this work may also be completed as part of a multi-year professional services contract for the engineering, repairs, containment, blasting and painting as well as additional ongoing maintenance services. An extended warranty on all work is an integral part of our agreement. Under this scenario the payment for this work may be extended over the term of the contract. This type of contract can be made by direct negotiation with a single source and is allowed by Statute in Minnesota. Water Tank Evaluation P-OAKPH0601.00 iCity of Oak Park Heights Page 5 Tank Evaluation Field Report General Information Project: City of Oak Park Heights,Water Storage Facility Project No. P-OAKPH0601.00 Owner: City of Oak Park Heights Contact: Tom Ozzello Address: 14168 Oak Park Boulevard North Evaluation Date: 04/21/06 Evaluated By: Russ Brown,John Chlebeck Site Address: 14168 Oak Park Boulevard North Descri•tion: North: City Hall and Public Works on same property,NE of tank f, ,gin i j<,5,A v +: Security: Locked door at base. ..,,,„R.Y .g Obstructions: Parking lot on north,drive-way on west,road on south, � tt}, , �r(ti�t 4 ` pro �,, building to east and northeast. s Overflow Discharge Orientation: Currently discharges over open ground vr .s ,, c . & on the south side of the tank. Discharge is horizontal,and not screened as z x%ti' required by the Minnesota Department of Health. !F SYb. ,. , �, Direction of Site Drainage: Site currently graded to drain toward the tank. `` Owner wants overflow to drain away from tank. Storm sewer is located r •- ;rx. r a� ,��-���:° approx. 2l. feet to the SW of the tank. Tank Information Manufacturer: CB&1 Year Built: 1967 Contract No: 9-8138 ___ Capacity Construction Overall Height Diameter Drawings Type (Feet) (Feet) (Gallons) Style yp No 250,000 Single-Pedestal Welded 138 (approx.) 47.25 Sphere Coating Information INTERIOR WET INTERIOR DRY EXTERIOR Date Last Painted 1983 1983 Unknown Unknown Unknown Painting Contractor Partial Partial Total or Partial Partial Surface Preparation Spot blast Spot blast Spot blast Coating System Unknown Aluminum Alkyd Coating Manufacturer _ Unknown Unknown Unknown P-OAKPH06Q1.Q0 Water Tank Evaluation Page 0 { City of Oak Park Heights ■ lr a o ma .-..1'._ ab.! i a = d 6 rJ • q n LC to c� as r .} 1 1 i 1, rci'.: 4 r �\ 1' • N E N. � �m� iA` -2 H 1 , , f tg 1_ • I1h1Jik g 1 0 I 2 1 - AAliAl u.. 8 ;7t,1 H I 1 1 5 2 ` a n 4 A l , , � � � .g 0 015 11-4; D4 e )-- 4-.1... i a 5 'D a ',8 g 2 -' 2 u"3 f 4 , --lc C �v N 1.1 -j 1 oC7 .- .• '; Q , mx mrsa U) o `Ca € S-4 N 1 q h ... mot- " � � �0 , � n U a I l l i 4, 3 t z w Si g i IP AI ...._ . k ll .8 0 fb Liii i q', k QN":i), ..., a x d ct a cJ, 1 t ;; �, ,_ ilk Aiii To µ CL P. d. ffi � d tt i g �1� 0. ccoo co cL o o � cx c� M� ►: 1 CO 3gb,J IN 7:7.:3 t.'.iG:^E.9t'_: SC:22T 5007,i'hl3%5;J ;:;00400 So lilt rt.; atq iitj .. Ci:i' -IiTtloBt_l:' j Xv.11 ZG %1 j1(',10'1`(i/JG Water Tank Evaluation P-OAKPH0601.00 City of Oak Park Heights Page 7 05/04J200E: 13 02 11'0: fa>dtsehirtc CPCI - Oebble Mi.Jaaes l(1021(1(3 3: - .- . C P43E 02 05104/..0C1b 1:..,9 6y[.9 E CORROSION • CONTROL • CONSULTANTS • AND LABS, INC. l ANALYTICAL LABORATORY REPORT Wednesday,May 03.2006 Page 1 of 1 CLIENT: SEN.Inc.-St.Paul DATE RECEIVED: Tuesday,May 02.2006 3535 Vadnais Center DT DATE COMPLETED: Wednesday,May 03,2006 • St.Paul.KiN 55110 PO/PROJECT d: P-OAi:.PH060I.00 INVOICE 8: 34332 Preparation Method: EPA 600:8-93!200M-P (Total Metals in Paint Chips,Sonication) Analysis Method:EPA 6010B (1CP Al S Method for Determination of Metals) _ LAB NLytBEtt: 06-5489 I-_;� ner Simple': Ftiday.mil.. Saatpted B)-: a..t.ar,pr. Sample tlare rim kw! Pair;C17pt inh Location: cox Pek lime rt,MN Setplt rdentincarloa: I-1S(009 SI5 Oak Pak Hciei Inane dry REPORTING RPSULT(by reiele) LIMIT it.r.bfC�T - — Lead 0.28% 0.0050 % Chromium 0.99% 0.0013 e/ 0.050% 0.00075 Cadmium LAB NUMBER: 06.5490 n*teSaaplcd: Fnd.>,nM1?l,?PSb Sampled By': Rat Srm.x .10,1 AIL*iliac: Oak Put RciLhi.fit': Semple Dvre5prtnn. Pam Chloe Sample Ittcntif(a€i '•2se.oen$i'S 0,1,1...a.;He,Mm:£etmce b,I e REPORTING ELTMEn'r _.—___.Riau,1 T(h)'wt:Rht) I,tsitT _._—. Lead 0.028% 0.0050 % Chromium 0.27% (1.0013 o.•o Cadmium 0.0081 % 0.00075 4'0 LAB N(A111ER: 06.5491 Sampled a1.. Ru.c aro x NM S'aplcd: Frdac.hell?A.:t'Se .Ink tae ttian: 0.0:Pak Hay:xs.`MS Sanwa:Deeepeion: Parr.Clap• Saaptr Idnne:Re+fine ..^50.(100 SPS Case Pad:geisha:.Rector(op Rr.PORTING • CLEMENT RESULT tay weeM) LINO? Lead v 0.045 n/. 0.0050 'V. Chromium 0.080% 0.0013 % 0.0070% 0.00075 °'r Cadmium Unless Otherwise Noted: 1.)All Of The Quality Control Meets The Requirements. 2.1 The Condition Of Each Sample Was Acceptable Upon Receipt •I.n:El;ueted n1 The Rep.int•Limit Test Reviewed By: Megan Cornell.Chemist .Lte /1 CAltit,_Z\ ----- Corrosion Control Cons nts&Labs,Inc.Is AIHA Accredited In The Environmental Lead Program For Paint.Soil. Dust Wipes And Air:And in The Industrial Hygiene Program For Metals. This Report Shall Not Be Reproduced Except In Full,Without Written Approval Of The Laboratory. Individual Sample Results Relate Only To The Sample Tested. — — I 44o: r1OKKEp Cl • KIiI'T\4"OOC.C. Ml 4C..512•40E- • 610—Q 0-3i 12 • cf.); 616•,40.917c . WE -SITE,., wv-'wccclotil-.Con" I Water Tank Evaluation P-OAKPH0601.00 City of Oak Park Heights Page 8 Location: Interior Wet y 4 Area Ceiling ,r� � r � n ti Adhesion: Good � h Overall Condition: Poor Dry Film Minimum 10.0 Maximum 40.0 Average 25.0 Thickness Condition Severe Advanced X Moderate Slight None X X Rusting Blistering Cracking X Peeling X Pitting Chalking X Comments: Rusting is evident at plate edges which were not caulked. Severe corrosion is occurring Location: Area: in coating breaks and delamination areas Interior Wet Shell Adhesion: Good Overall Condition: Poor Dry Film Thickness Minimum 12.8 Maximum 40.0 Average 2G.4 Condition Rusting Blistering Cracking Peeling Severe Advanced Moderate Slight None X X X X Pitting X Chalking X Comments: Visible rust staining, blistering,g, listei•nig, corrosion to the point of metal loss Water Tank Evaluation P-OAKPHO601.00 City of Oak Park Heights Page 9 I 1 1 1 1 i 1 1 i 1 • I Interior- Breaks in the protective film are leading to significant metal loss in the bowl lWet f I i 1 ,,� sf � Interior- More of the same I Wet 1 1 Water Tank Evaluation P-OAKPH0601.00 Page 10 City of Oak Park Heights i F�' lf. lli � Y" 1 ` r \ ? 1 y yMy�w. y .�. ��a� 04;' c '.. i• •". � �. � �q a}'pi. jt I 4 • `� a ` I i w5y'" f Interior- Mud builds up because of the height of the fill/drain pipe. Placing a Shand& Wet furs type mud-valve in the bottom of the bowl will make short work of this type of cleanup li .7t t y 'r. '� � �X �. r ��Y t-' '.--'....,,',1,-- 1' ), " S x t ter ` 5r 'l w2 �. s q'4.,.[yam x I '�,? s . 1 1`,--, $a Mss.° :=. . T t v ry ,,t7-F I a :..,:,,',-=r vn \---`,t 1,x dro fi ,, tt .� .p,.4-- ,, 4 P 1 � '*" $ � � ����x�sM � v � r§�`l✓y4r y�t'tC..��� �`it� ,,,,t).....;,..0..-..;.$t,�S�,`..tF�G ■ 7 s`^'yx t�f 4'C`�s, $9 ' ��,,s� :� s�� i �h� i � e^. : t � ^ jy�', ,�$IA�w"E�?f 'lk _ YI �' ti J � ?I,� 1 Z +:•�y 'M�05 ��✓ � �, `�7?� ,��., y�{I S+ 'i' � :.a l E� c`'�1 �3,Y r���'.�~ � �� i "�; f w` y t '�,' / it J t7JCd`Ir .c ; R . r4Yt '. t :7 1,,t114,6, ..,i:'..,:',',.:., ,,i'',3,i, ' - ..,,..; • .,.. -, '‘,.. '} `'' , -- t'' '■ '',V.t'.74... i' tv,tog?,i,,-,..,,,,11::: ::,_,72.7,,,,j::1,,,.:;‘"3,,,,;„: - ' \--", t a f If ' . •t y •i ' '1 °4�� :�$ m....zs3ii e ' : '': V::� � $��FI AAA� '�1��'�, I` Interior- Old spot failure from the last spot blast and paint project. Dry films in the j Wet bottom of the spot repair area average 12.5 mils with the surrounding areas averaging over 4(1 mils DR' I Water Tank Evaluation City of Oak Park Heights P-OAKP a P 11 Page ge 11 a 5f ,� V`"v 3��U'' -"S ;j. f 4:1 . ' ,y ,p t r�.. y.• M i • a Al i Interior- : Wet 4 x 1. �L i Y`. t�h ` ak,' ,, tl I ? Y'�� h1,-,,,,?r S,ft �f+. f9 'L � t K 1' 5:. tit /,�SS •{ ''ti t a '�S,Sa S` Ha'1,,,k k n 1 `a 0 ,.`47+^:- Q{`r 0 1t,. t... �5 u..51 a. 9: ?41 , 5 -1 v ` • 4;,' z"k i} , i n '.1 ,tz Ac t 1y • f : kgrk.t j} I I. ! q• Interior- -___ Patching from previous work Wet i i I P-OAKPH0601.00 1. Water Tank Evaluation Page 12 4 City of Oak Park Heights 1 Location: Interior-Dry Area: Condensate Pan Area Adhesion: Poor Overall Condition: Poor Dry Film Minimum 5.5 Maximum 10.0 Average 5.0 Thickness Condition Severe Advanced Moderate Slight None Rusting X Blistering X Cracking X Peeling X Pitting X Chalking X Comments: Severe metal loss well underway at welds. Location: Interior-Dry ' L H yy''Nrc J,'! Area Dry Riser Tube ems.. • Adhesion: Good d Overall Condition: Good to Fair . Dry Film Minimum 5.4 Maximum 8.0 Average 6.7 Thickness Condition Severe Advanced Moderate Slight None Rusting X Blistering X Cracking X Peeling X Pitting X Chalking X Comments: Platforms,top and bottom need surface preparation and repainting. Because the interior- thy is well over half in need of complete removal and replacement and because there is heavy metal presence in the old system we are recommending that it be completely removed and replaced. Water Tank Evaluation P-OAKPH0601.00 City of Oak Park Heights Page 13 is ,�Na' { L K ,ti �V § -' .:-:.a .o..: . 5 -r I • 1` ` .,.,r-:-,=.-14,..,.....,,,',..-.., .�C ti • f F • 44',1 ,�7*,.... y47, .-% MAY 1'�ti.7 J-Vr.," r . Interior- the interior dry heavy-metal laden. Failure is mostly on prominences and on Dry horizontal surfaces like platforms and stiffener rings,etc. o:rhs o T��r:i 4 „rr . 15 mo y r� ` -r o i)-7 ' ` -4„1.-„4,..4t . F ° ,4�k ‘•::`.. .4 Y'C Y?) Lifi tt at a a N j t, i ✓ +F4' . c'vf-1�I Hk k ` F it v 'P i Its } g , �t ;;,f \ `1 A�d frT;,,,,z �`y illree-xlir „,9''.:"•:;,1- '-' ? - • f�� '� :.7� t. ,' - i f,. 1 "'4 - e;: Tf 1`r *:4` �_ f Interior- 18”X 14"approximately pressure-style Manway leading into the interior-wet Dry from the interior dry I i page 14 City of Oak Park Heights .1yflt 4 �.f / 4l f. • tk ✓ aye i f i 7'.. '.,-;':...,;,:.1:.• .:,„4.;,..14;`,.i.:.'34.g.',...;,,:i':.' - ..'..''. 2..-. T...2.',,„ . .I'''..:.'.:;.''''' .::::'!..i:.,:.:':;;;;:-.-,!.'fi';‘...!:.''.. . '....f.-'':**4:- ' '''`,.... "'N' '. c,r r w§ , 03:x' > 1 ' , ` Ilk ..4.'', "- .s ; •.„. .��.'• L {,s Interior Dry ■ it x tt YS 1 az x\ S`� a < sry e J r r ',.2,.,:;',-;,.-.;0.47r.,4.- • i ! ' �.°y{Z.l(fd� �. \ ' b .5q h, �`�^ "4a � r{FT �e.,"ti� 4 y �'y .trl,�j�Y ' 'tii ti fro k K��� `4 .f E '�q `�t �.,`i'51' kt(! .txt'� S:$ • -', ' h •Yt' z t ,F z� f C y,• ..r` a ., f 1 , ,. 7' • ! z. • \ N y■■ '. ' :4♦ f,,r.•.• Interior Dry I P-OAKPH0601.00 Water Tank Evaluation City of Oak Park Heights Page 15 Location: Exterior ., eA _. 4 Area: Pedestal Exterior 1 /k ' r Adhesion: Fair Poor , `d 4 ail .W, Overall Condition: ', `r 'vt : Dry Film I + Minimum I ]0.0 I Maximum I 18.0 Average 12.0 } i>tY <r Thickness I 1 1 ,',L,,,,,,,-;,.....,4,-,,, '~° ` !L� ky ,' Condition Severe Advanced Moderate Slight None i Rusting' X X Blistering Cracking X Peeling X X Pitting Chalking X [Comments: Blast and paint them both to save these portions of the structure 1 Exterior ,' r ,�, },5�,P<<Gr�fL'x"f 'a`,X,0�,ali' Location: ,< ..�.1' `, .ti ,. s i Area Cone .ti! f;'Y :{'#i�z tiC ' i Adhesion: Good , r ' ? � 4 .`'<4} 4 ''y Overall Condition: Fair to poor j Dry Film l l Minimum 1 12.8 Maximum 20.9 I Average 15.7 Thickness t I L itn t , Condition Severe Advanced Moderate Slight None Rusting X Blistering X X Cracking X Peeling X Pitting Chalking X i Comments: Areas surrounding spot blasted/coated blast areas are then now severely corroding and surrounding ago. Ar coatings edges are undercutting. I P-OAKPH0601.00 Water Tank Evaluation Page 10 1 City of Oak Park Heights l.0 pt ' I. 7.#'t erc�i rr?yr.S t�s 3 na s t '� d b„,,,, - r t rf'rT b S r k4'r,i l...�})v V y xS4 t S {..4 °.r,.2 4 x t y r :4r41:-. ! } ,, C ' �� j t ,i i¢ y r r:, fi t; /i„f 44 `A;k y1 ,A.,-, S`t-',5' 4.1+ X : , `'` fiy� 'tt C ` .54. d,T 3s /d ^c i. i j pr :•;P r s,r•v, sr.r v�rari°c -F5 kqt fkvCcmZky J �i iCsr✓x4 z4c t t f : , w .0a, r 9*,,r .w3 rP t ° x tF w #r 'tl.f"1 ' .- `1 " n "' Y � k ; ,y r W tir k n �,>, ryur �, �3 f< ,61:V r 1m 4 ;.,� x Y�\ rf Y c � 1. . : it0 r { .4 � Y �:°,Oirk it� Q, r t2 t an 1�5( x� .• . ,,, Y ' r r\. t t}r i ? `✓ : t { . r` \i J. t . \.y 4•,s A rti .fti,k j v 7 r i S '' r tir T� f e 7 « Jf z r� �\ i �~$ #fir v ,r.: t Exterior Previous overcoat work done 23 Years ago was a spot blast,spot recoat and Base Cone& then an overcoat. The overcoat work done then is peeling and failing now. Pedestal ...1 M' / M k yy y�� 'F •+a •,'T` 1 k Exterior Pin-point rusting on the roof. This old pipe fitting was used last time as a Roof rigging point and then left open. It is temporarily sealed now but needs seal- welding as a final solution to keep rain water out of the tank Water Tank Evaluation City of Oak Park Heights P-OAKPH0601.00 Page 17 1 i • • • 1 i • , - ' '7.''''''''' I is i Old Vent This outmoded method of venting the tank needs to be sealed up with a neoprene boot and then replaced by a new compliant roof vent. This will improve structural reliability as well as enhance the hygiene overtones 1 1 - I ‘-'.1';'`',f,,.... Y a • 4. • Old Needs to be modified to meet State guidelines for overflow construction as I Overflow Well as be drained over to the nearby ditch P-OAKPH0601.00 Water Tank Evaluation Page 18 City of Oak Park Heights 1 ACCESSORIES -interior Wet :. Level Condition Agency Compliant Comments Ladders Access Tube Very Good ❑ Yes Pressure- Dry-Tube Good Oval i 8"x ❑ Yes Manway 14" Lights 5 to 6 Needs lights No interior-dry lighting in this tank. This is a safety hazard until up raded Depth Sediment ❑ Yes Distributed evenly Removed: 18"to 20" ❑ Yes Sump Pit ❑ No Silt Stop ❑ Yes 18"approx. Very Good Recirculation line: 0 No Cathodic Protection Suspended type Comments: Not functioning. Remaining impressed current hardware should be removed and scrapped with hand-holes welded top and bottom :Interior Dr∎r Level Condition Agency Compliant Comments Ladder Base bell Very Good ❑ Yes Is equipped with a notched rail type fall protection system Ladder Does not need one when fall protection is in Cage Riser None ❑ Yes place Climb Notched rail Very Good ❑ Yes Device Level Condition Type Size Agency Comments Compliant Vent Access Tube Poor Screened ❑ No Needs to be replaced Poorl Li hts Access Tube None b new ones need to be installed Size Insulated Condition Agency Comments Compliant Fill Pipe Insulation needs to be changed Yes Poor NA And the exterior blasted and painted Water Tank Pvaluation 10" P-OAKPH0601.00 City of Oak Park Heights Page 19 Exterior . .. Agency Comments Level Condition Compliant Ladders None NA Needs one Add 14' diameter heavy duty handrail system Handrail Roof added Agency Comments Level Condition Type S1ze Com s liant El Needs a second Con ❑ No Manway on roof Space Entry Needs new gasket Pressure 18"X ❑ Yes when tank returned to Manways Wet Riser Very Good Type 14" service Poorly ❑ Change roof vent Vent Roof Poor Screened ❑ No Level Number Comments Lights FAA on This fixture should be raised to top rail of new Two(2) Roof handrail system Bowl Size Piped Condition Should be installed during Bottom 3" I Yes Needs one [renovation of tank None Antennas presently Overflow/ Needs 1 Whole exit point needs to be las Needs One Fla ate Presently Poor ❑ No I redesigned S h- ad Flap-gate Comments Condition Foundation/ Good—Needs to be better drained. Footings Presently well below the surrounding grade Anchor Good as are shoes. No excess corrosion Bolts apparent Valve Pit Good—Needs blasting&painting SCADA❑ Altitude Valve❑Heated Controls El Level Comments Paint Exterior roof,base Results from a third-party certified testing laboratory are attached. Samples bell exterior and Enough lead present to require Blastox a additive interior-dry P-OAKPH0601.00 Water Tank Evaluation Page 20 City of Oak Park Heights ACCESSORIES .;{ .4:Es F i ..: g..,.,; Interior-Wet,Internor,Dry-.&{Exterio ::::. tP;..: ... :_,. Level Condition Agency Comments Com liant Roof 14' Dia. Heavy-duty version could be added to " • PGlRarRRTRot000foouoop 000nrf f f f d m To PbPGbe oe oo ooaoar r ddd d deed d MMOYYDeCHS A A DnsrpC122iauee8a4r4lhabw lc"al"aoll b"oi e X n w DienDgtt m g a oite e f1casabo uo 4ok..tof t r ro"reof—o er a ft r oot a suhl h al it vsot iishftuinnaovt noe er el gngew w e n r Cester-o he rd cd pti e1a aeht a yrn2&pl l oneoueo LveLd nlf r law ao od espr atc cc ti ryssmoepn aysodl bsbailui iune ls slane e r sPh vmc e te ls eo-peae ntmtyacat/d bt ee np pr o d ie a alrpp e.d n lreten d eeNneea d soisnes e pnteug r dy rr ee s n na e d Needs channel the runoff to the catch basin in the ' MPCA ditch nearby. A new stainless steel#4 mesh Outlet Modification screen needs to be added between two steel flan es Antennas None Could be added in the future Foundation Below Needs to be drained with a French drain over to Grade Good No the catch basin in the ditch nearby Below NA Piping is rusted.Needs to be blasted and repainted Valve Pit Tank Poor after the expansion joint is replaced with a new stainless steel version Condensate From pan Plugged No Needs to be replaced with a I ''A"stainless steel line Pan Drain to outside and check-valve running into the overflow pipe Bowl No A new 3"Shand&Jurs style mud-valve needs to be Mud-valve Bottom Non Existent placed in the bottom of the bowl leading into the overflow pipe CP System Bowl Not NA Interior functioning Needs to be removed and discarded ( Needs to be removed before blasting and painting Fill Pipe Interior- and then replaced with new insulation material and Insulation dry Poor NA the joints taped. Aluminum jacketing should be placed at ground level and around both landings only Existing fall-prevention cables should be removed Ladder Fall while blasting and painting is done and then Interior- Good OSHA replaced. The thy-tube mechanism is cable type ( prevention dry while the other two are notched-rail. The former should be made the same as the other two ladders for climb safety continuity Water Tank Evaluation P-OAKPH0601.00 City of Oak Park Heights Page 21 I 1 Water Tank Evaluation ' 250,000-Gallon Single-Pedestal-Sphere Oak Park Heights Minnesota SEH DesignjBuild No. P-OAKPH0601.00 ritt*v • I ✓0.rt a t 1 SEHDesignIBuild, Inc. I SEHDesi n Build Inc. 1 May 18,2006 RE: 250,000-Gallon Single-Pedestal-Sphere j Water Tank Evaluation Oak Park Heights Minnesota SEH No. P-OAKPH0601.00 I Mr. Tom Ozzello Director of Public Works 14168 Oak Park Boulevard North Oak Park Heights,MN 55075-2093 Dear Tom: After performing a washout and a thorough inspection of your above referenced potable water storage tank,we have enclosed our observations and recommendations for renovating it. Attached to this assessment is our Engineer's Estimate for necessary work. Sincerely, Ir ttfmA•L D Cetiattle Russell W. Brown Steve Campbell,PE Project Development Manager Operations Manager I I I I I 3535 Vadnais Center Drive St.Paul,MN 55110 651.490.2000 651.490.2150 fax www.sehinc.com I , ITable of Contents ILetter of Transmittal Title Page Table of Contents I Page I 1.0 Standard of Care 1 2.0 Summary 1 2.1 Coating Evaluation 1 1 2.2 Structural Evaluation 1 2.3 Tank Interior 2 I 2.4 Remaining Tank Life 2 2.4.1 Complete Exterior/Interior-Wet and Partial Interior-Dry 2 3.0 Recommendations 3 1 3.1 Structural Changes 3 3.1.1 Interior-Wet Structural 3 3.1.2 Exterior Structural 4 I3.2 Cathodic Protection 4 3.3 Interior-Wet Coating 4 I 3.3.1 Interior-Dry Coating 4 3.4 Surface Preparation 4 3.4.1 Interior-Wet& Dry Coating System 4 I 3.4.2 Exterior Coating 4 3.5 Logo lettering 5 4.0 Engineers Estimate 5 1 4.1 Option 5 I I I I I 1 SEH is a registered trademark of Short Elliott Hendrickson Inc. Water Tank Evaluation P-OAKPH0601.00 ICity of Oak Park Heights Page i I ' IMay 18,2006 I IWater Tank Evaluation 1 250,000-Gallon Single-Pedestal-Sphere IPrepared for City of Oak Park Heights I1.0 Standard of Care I The conclusions and recommendations contained in this report were developed in accordance with generally accepted professional engineering practices at this time and location. I2.0 Summary 2.1 Coating Evaluation I Paint chips were extracted from interior-dry and exterior surfaces of the tank. These samples were sent to Corrosion Control Consultants and Labs in Kentwood,Michigan for analysis of heavy metals with reference to current standards. On the sample taken from the tanks interior-dry the results I included 0.99%chromium and 0.28%lead;the exterior base bell sample resulted in 0.27%chromium and 0.028%lead by total weight and the exterior roof sample resulted in 0.80%chromium and 0.045%lead. Since I current federal and state regulations identifies"lead"based paint at 0.005% by weight,the exterior system would require provisions for any reconditioning to include heavy metal abatement, and possible disposal of I hazardous waste materials. Containment is especially necessary to prevent the emission of fugitive dust during operations that include the removal of the exterior coating system. IInterior-wet paint chip samples were not extracted during our evaluation for heavy metal analysis. However it will be required that fugitive dust exhaust be prevented during operations that include the removal of the exterior I coating system. On this very tight site a 40,000-cfm dust collector shall operate the whole time blasting is underway. I 2.2 Structural Evaluation Structural commentary under this section refers to the general condition of the foundation, and plate sections of the tank. 1 Based on our visual examination of the tank structure and foundation, it appears that the facility is in good condition at this time. However, modifications are necessary to bring it into compliance with current I P-OAKPH0601.00 I Page 1 , standards with respect to ventilation and personnel access. In addition, repairs within the tank interior are suggested before any recoating,in order to enhance its long-term serviceability. The structure does not presently comply with current standards with respect to personal access. Specific references to items requiring maintenance repair,replacement, or installations to provide code compliance are included in the Recommendation section of this report under Interior or Exterior Structural. Structural commentary under this section refers to the general condition of ' the foundation,and plate sections of the tank. Our inspection of the tanks foundations revealed no significant cracking or spalling. The grout between the base plates and foundation was also found to ' be in good condition. Surrounding areas are not sloped away from the tank and drainage additions are required to protect the foundation for the long term. Surrounding areas are above the level of the tank base flange and anchor bolts. The anchor bolts securing base bell are in good condition within their anchor chairs. ' 2.3 Tank Interior The interior of the tank is in poor condition,with observed pitting of steel plates. A number of deficiencies were found on the shell plates throughout the immersion surfaces of the bowl resulting from spot coating failures and the exposure of bare metal. The installed Cathodic Protection(CP) system is not ' providing backup protection to these bare surfaces. Deficiencies were identified with regard to prominent erection scab marks,unused sidewall and ceiling rigging weldments and a general presentation of weld-spatter throughout the interior-wet. 2.4 Remaining Tank Life ' Information from our field evaluation process indicates that the City should consider full reconditioning of this facility immediately. Based on the degree of failures observed along with the age of both the interior and exterior coating systems,work should be scheduled for sometime within the next three(3)months. This will prevent any further and even more serious damage to already exposed tank surfaces. 2.4.1 Complete Exterior/Interior-Wet and Partial Interior-Dry Based on the degree of failures observed, complete reconditioning of the tank exterior and interior-wet should be considered. Maintenance repairs on ' portions of the exterior and interior-dry should be scheduled at the same time. This will prevent further damage to areas already in question and extend the service life of surfaces in good condition. Upon completion of the recommended modifications,repairs, and coating application,this tank should continue to provide service to the City of Oak Park Heights for many years to come. The normal life expectancy of an elevated tower is 60 to 80+years when prescribed periodic maintenance is followed. Water Tank Evaluation P-OAKPH0601.00 City of Oak Park Heights Page 2 IS ' Periodic maintenance following guidelines as prescribed by AWWA in Manual M42 is recommended. 3.0 Recommendations Based on the information obtained during physical inspection we recommend ' the following: 3.1 Structural Changes 3.1.1 Interior-Wet Structural ' • Seal the following with SIKA-Flex 1A elastomeric caulk to inhibit the occurrence of rust bleed: ' - Seams and gaps above the high waterline - Roof Manway openings and other roof penetrations like vents,etc. ' - Horizontal seams in the vapor phase on the access tube Between any intermittently welded roof stiffeners ' • Remove by grinding,air arc gouging,or torch cutting all weld scabs and erection marks plus other weld imperfections visible above and below the waterline. Approximately 85 man-hours are required for this effort • Remove the old and badly corroded expansion joint at the base of the fill pipe and replace it with a stainless steel version of similar size. • Remove the existing CP system and dispose of these older non- functioning components. • Add a notched-rail safety climb system to the ladder on the access tube dry side. • Remove the existing overflow exit and remodel it to splash down 12" onto a newly poured concrete splash pad(would them meet the Ten State ' Standard). The new outlet will be a pair of low carbon steel flanges holding a#4 stainless steel mesh over the outlet. This overflow stream would then run into a newly built catch basin that would be piped underground to the nearby ditch catch basin • Install a new stainless steel drain system for the condensate ceiling to alleviate standing water problems. Drain condensate through a check valve to the overflow pipe. • Install a new 3" Shand&Jurs type mud-valve as near as possible to the lowest point in the bottom bowl to facilitate quick and thorough tank ' draining and cleanout. Drain it with a two inch drop into the existing overflow pipe. • Replace the existing insulation on the fill pipe, and include an aluminum jacket extending from the base of the tank to the bottom of the condensate pan and from the top of the top landing to the bottom of the bowl. • Install six new standard globe covered service lights inside the interior- dry. They will not interfere with safe climbing on the existing ladders and they will be hard wired within code compliant conduit. Water Tank Evaluation P-OAKPH0601.00 111 City of Oak Park Heights Page 3 1 . 3.1.2 Exterior Structural • Install a new 14' diameter,heavy-duty OSHA compliant handrail system on the roof. Remove the existing FAA obstruction light and associated conduit and relocate the existing obstruction light from the roof plate to the top of the new handrail • Remove safety climb devices before beginning preparation and painting and then replace them. Change the dry-tube device to a notched-rail type so that all three levels conform • Place a neoprene rubber boot over the center-screened screened vent and then replace it with a new AWWA aluminum, insect and bird proof,pressure- pallet type vent. The vent will have at a minimum a 12"neck • Add one 24"painter's ventilation Manway complete with a 4"rain shield. It will be hinged and lockable. This addition will be within the confines of the new handrail system • Cap off existing couplings previously used for Cathodic Protection,and seal with metal cover plates, welded top and bottom sides following removal of the present CP system • Install new owner supplied locks for all roof Manways 3.2 Cathodic Protection This tank is equipped now with a non-functioning Cathodic Protection system. It is recommended that it be removed and not replaced. 3.3 Interior-Wet Coating Due to age of the tank and the extent of coating failures,and other deficiencies related to weld or plate finish,a total reconditioning is recommended. 3.3.1 Interior-Dry Coating A total reconditioning is recommended. 3.4 Surface Preparation All surfaces of the tank should be abrasive blasted to a Society for Protective Coatings(SSPC) SP-10"Near White"standard of cleanliness. Interior-dry surfaces should be prepared to an SSPC SP-10"Near-White"level of cleanliness. Surface discontinuities such as erection marks,weld spatter, and sharp fins should be removed by air-arc gouging,grinding,and then re- blasting to achieve a uniform surface profile consistent with the coating manufacturer's product recommendation. This would also include all applicable structural repairs and modifications 3.4.1 Interior-Wet&Dry Coating System Following surface preparation,all surfaces should receive two coats plus a stripe coat application of an epoxy coating system certified in accordance with ANSI/NSF standard 61. 3.4.2 Exterior Coating A total reconditioning is recommended. Water Tank Evaluation City of Oak Park Heights P-OAKPH0601.00 4 Page 4 Using complete containment with a sidewall and a bonnet,while working in the presence of a 40,000-cfm dust-collector, complete removal and replacement with a new epoxy/epoxy/polyurethane. This new coating system will offer a long-term solution to the existing paint system failure.All surfaces should be prepared to an SSPC SP-10, "Near-White"level of cleanliness. This should be followed by two roller applied coats of a polyamide epoxy and a roller applied finish coat of high performance acrylic- polyurethane. 3.5 Logo lettering The name will be placed on the tank exactly where it is and in the same size and font. The finish material will be the same type of urethane finish as used over the complete exterior,in colors chosen by the owner. 4.0 Engineers Estimate Areas of Interior Structural Work Interior-Wet Coatin:: $40,970 Interior-D Coatin!: $ , 10 Exterior Structural $2277,0000 Exterior Coatin.: $23,190 Subtotal $118,100 Contin•enc Fund $ ,170 En•ineerin• and Ins $39 ection $39,630 Estimated Pro'ect Cost $43,200 $347,000 The above project costs are based on current pricing derived from consultation with area contractors, suppliers, and manufacturers as applicable to the scope of work. We estimate that this project can be completed in four to eight weeks. SEH DesignlBuild,Inc. also recommends inspection during critical operations on the project to ensure proper surface preparation and coating system application,along with any other work noted herein. 4.1 Option As an option, this work may also be completed as part of a multi-year professional services contract for the engineering,repairs,containment, blasting and painting as well as additional ongoing maintenance services. An extended warranty on all work is an integral part of our agreement. Under this scenario the payment for this work may be extended over the term of the contract. This type of contract can be made by direct negotiation with a single source and is allowed by Statute in Minnesota. 1 1 Water Tank Evaluation City of Oak Park Heights P-OAKPH0601.00 5 Page 5 i Tank Evaluation Field Report General I nformation ' Pro'ect: Ci of Oak Park Hei Pro'ect No. _hts, Water Stora_e Facili Owner: P-OAKI'H0601.00 Ci of Oak Park Hei:hts Contact: Tom Ozzello Address: 14168 Oak Park Boulevard North Evaluation Date: 04/21/06 Evaluated B : Russ Brown,John C hlebeck Site Address: 14168 Oak Park Boulevard North I Descn.hon F North: Ci Hall and Public Works on same •ro.e .. � Security: ,NE of tank ty: Locked door at base. 1 Obstructions: Parking lot on north, drive-way on west,road on south, _ to east and northeast. uth, Overflow Discharge Orientation: Currently o ver open ground discharges on the south side of the tank. g ' re.wired b Discharge is horizontal,and not screened as the Minnesota De•artment of Health. Direction of Site Drainage: Site currently Owner wants overflow to drain awa from tank.graded to drain toward the tank. Stone sewer is located approx. 21 feet to the SW of the tank. Tank Information Manufacturer: CB&I Year Built: 1967 Contract No: 9-8138 I Capacity p ty Construction (Gallons) Style Overall Height Diameter ' 250,000 g Type (Feet) Drawings Single-Pedestal Welded (Feet) S.here 138 (approx.) 47.25 No ICoating Information IDate Last Painted INTERIOR WET INTERIOR DRY EXTERIOR Paintin• 1983 _ Contractor 1983 Total or Partial Unknown Unknown 1983 Surface Pre•aration Partial Unknown Soot blast Partial Coatin: S stem S.ot blast Partial Coatin: Manufacturer Unknown Aluminum Al d S•of blast I Unknown Unknown Unknown Unknown I Water Tank Evaluation City of Oak Park Heights P-OAKPH0601.00 Page 6 III ; x222 o V J 0 131111111111111111 ii .1 i ii � r LI r r r r� I § 7, , o . I . 1.1 t a v I g it: : i''- .:11h- 'hit I 0 0 `� o 12 , 4 CI-..- U cr 45 c � hfl v L^ i 7i i v 4 1 Z Iii m I •�.. �. w Q dlr.. a� G0 v o O � ci I . &ate II a i 1 O Ea "z aC) �4 o ihao ► p1) '' 1 1 1 ! w I amiL411 -7 . fcl• Z .- i iAJuu1J1iJIJiiiiT Er MAI �:oJ4 1 � �� fO4 Cr sr sr 1 F' it -T J4_t1. -1 Water Tank Evaluation 1 City of Oak Park Heights P-OAKPH0601.00 Page 7 1 f'C 20,3E 1 cy it tr'ri: cc N E-bpze u_oae.� d FAY, 0'2 CORROSION • CONTROL • CONSULTANTS • AND LABS. !NC. ANALYTICAL LABORATORY REPORT Wednesday.ylay 03.2006 CLIEbiT: SEM.Inc-S, Paul Page 1 of 3535 Vadnais Center Dr DATE RECEIVED: Tuesday.May.02 2006 St.Paul,teLN 551 10 DAT€COMPLETED: Wednesday.May 03.2006 PO/PROJIECT a: P-OAKPH0601.00 P INVOICE*: 34332 Preparation Method: EPA 600.12.-93 .04M. Analysis Method:EPA 60lOB { P !`TOial Metals in Part Chips,Sarication} ICP-AES Method for Determination of Metals) LAB NIMBF.R: 06-5489 sameterl BJ: R°aa ne Jnb Lewin: OA Park HnFhK,SST' Gambit[AersplCscatbs: ..Pp Date Sampled: �'nM.A --..COP SPS teak Park Heie':t, 'menor c �'* Sample rkwnprim, Pawl Dubs Fa.R MENT REF`pR7t�f, RESULT fbp amain) - _ Lead — ---=--ain) LAIR Chromium 0.28% 0 0050 Cadmium 0.99% 0.0013 %% 0.050% 0.(10075 i Lot NUMBER: j 06-5490 mOkJ By: Rm.!Bmvn Ayh I aariea: Dak Pak Rrc4ta.M� Sampr idMtiFcaGna: .'y*irX: _ Data Savpiet: Fn!Sri a - CK f t,�k t'ai Hr, t..Eahrx^n t.m rn':' >piE, ns.• tde DnrrtPdn•: Pear Chins ELLnir".-7 REPDRTTh'G RE�t'I i{M"we'bti Lead — t�err &028¶ 4.005 Chromium 0 0 Cadmium 0.2 0,00}; % 0.1081 % 0 00075 4'• LAB NUMBER: 06-5491 Sampled n,: Rtes Brava /lark&s.Mcd Fnd n qRn y u rv,:kob Loalien: Oil rHe■AP¢ Sunk Deer hen Par.1:1p, 1 saanor tdrrmrsh,, 3 Oak?an HdRrc Exten !on 1 ELEMENT RrM)RTI�c RESULT/Mr.rienci Lead Lt�rrT 0.045% n.0050 Chromium a o Cadmium 080 r°° G 001, c',/,(l.l017f1% 0.40()"r$ Unless Otherwise Noted: 1.) Of All Duality Control Meets The Requirements. 2 )The Cnid;tior Of Each Sample Was gcecptaale T 1po P Receipt Test Reviewed$y: �4egar Correll Chemist I •fio;Lr,eec:d es Th. COr Sion Control ConSeitant$it Labs.Inc.Is AIHA Accredhec In The Environmental Lead Pm Dust Wipes And Air:And In The indust-iai Hygiene Pr This Report Shall Not Be Reproduced 8 Program For 1q, Program For Paint Soil. p oduced Exce I it P Pals, Lndirdual Sample Results Relate lOnly�To The Sam Approval O*The Lahoraton "Sample Tested. 1::; • •- 44., • F r: 615'dri.;il?. • ER_C 'E w,n c..cbts Water Tank Evaluation City of Oak Park Heights P-OAKPH0601.00 Page 8 Location: Interior Wet Area: Ceiling Adhesion: Good Overall Condition: Poor Dry Film Minimum 10.0 Maximum 40.0 Average 25.0 ' Thickness Condition Severe Advanced Modera Slight None g Rustin. X IIIIIIIIIIIIII lnrninillIll Blisterin• X Peelin� X Pittin' MEM I Mintallill =11111111 X Comments: Rusting n is evident at plate edges which were not caulked. Severe corrosion is occurring in coating breaks and delamination areas ILocation: Interior Wet Area: Shell IAdhesion: Good IOverall Condition: Poor Dry Film Minimum 12.8 Maximum 40.0 Average 26.4 I Thickness Condition Severe Advanced Moderate Slight None I Rusting X X Blistering X Cracking X I Peeling Pitting X Chalking IComments: Visible rust staining, delamination,blistering,corrosion to the point of metal loss I IP-OAKPH0601.00 Water Tank Evaluation Page 9 City of Oak Park Heights I I I 1 Interior- Breaks in the protective film are leading to significant metal loss in the bowl ' Wet r I 1 Interior- More of the same Wet i P-OAKPH0601.00 Water Tank Evaluation Page 10 City of Oak Park Heights r -••.. � -N.. * • _ , ,• I • 3Y I I . Interior- Mud builds up because of the height of the fill/drain pipe. Placing a Shand& Wet Jurs type mud-valve in the bottom of the bowl will make short work of this type of cleanup I 1 , l { q Y h + T ' < M1.-., I VA.� : ' : - qjk .; I , . , , , it, '.!.' . I ill . :.:4.4-e Interior- Old spot ailure from the last spot blast and paint project. Dry films in the Wet bottom of the spot repair area average 12.5 mils with the surrounding areas averaging over 40 mils OFT I IP-OAKPH0601.00 Water Tank Evaluation t Page 11 City of Oak Park Heights I I 1 s, Interior- , Wet - _ •V ! 1 ! - 's Interior- Patching front previous work Wet I P-OAKPH0601.00 Water Tank Evaluation Page 12 City of Oak Park Heights Location: Interior-Dry 1 Area: Condensate Pan Area Adhesion: Poor Overall Condition: Poor :. Dry Film Minimum 5.5 Maximum 10.0 Average 5.0 Thickness Condition Severe Advanced X X X Moderate None Rusting X Blistering X Cracking Peeling Pitting X None X I Chalking Comments: Severe metal loss well underway at welds. Location: Interior-Dry Area: Dry Riser Tube / Adhesion: Good Overall Condition: Good to Fair Dry Film Minimum 5.4 Maximum 8.0 Average 6.7 Thickness Condition Severe Advanced Moderate Rusting X Blistering Cracking X Peeling X Pitting X Slight Slight X Chalking Comments: Platforms,top and bottom need surface preparation and repainting. Because the interior- dry is well over half in need of complete removal and replacement and because there is heavy metal presence in the old system we are recommending that it be completely ' removed and replaced. P-OAKPH0601.00 Water Tank Evaluation Page 13 City of Oak Park Heights I I I I *iiii, ,. ", ' afr.'' . .- '. 't Y D Mt. IInterior- The interior-dry heavy-metal laden. Failure is mostly on prominences and on Dry horizontal surfaces like platforms and stiffener rings,etc. II ,- *. 3, t ., _ :. ..,. 1 IInterior- 18"X 14"approximately pressure-style Manway leading into the interior-wet Dry from the interior-dry I I City of Oak Park Heights I ^. I Pa g 6 ge 14 '.:' I I m, I ` , li , i ' 1 \" ' ,',,,,r4,,i,„**'' ' " ' t '''''' ' I xy+° ak r. 4 tI:lilt' '5Q:ailkOt.:::'-'7. l'AIIP‘-"''46P'' Interior tin. fir° III i -. • .o. II tIII .. tr to ,R. ` �a , I .. r` ._+,. _ .. Interior Dry I I Water Tank Evaluation City of Oak Park Heights P-OAKPH0age 15 Page 15 I _ ILocation: Exterior Area Pedestal Exterior Adhesion: Fair I Overall Condition: Poor I Dry Film Thickness Minimum 10.0 Maximum 18.0 Average 12.0 Condition Rusting Severe Advanced Moderate Slight None X Blistering X I Cracking X Peeling X Pitting IChalking X X IComments: I Blast and paint them both to save these portions of the structure i Location: Exterior Area: Cone Adhesion: Good Pk lt Overall Condition: Fair to poor t.. Dry Film Minimum 12.8 Maximum 20.9 Average 15.7 Thickness Condition Severe Advanced Moderate Slight None Rusting X Blistering X Cracking Peeling X IPitting X Chalking X X Comments: Exterior has been spot blasted/coated and then overcoated approximately 23 years a Areas surrounding old spot blast areas are now severely corroding and surrounding go coatings edges are undercutting. I Water Tank Evaluation I City of Oak Park Heights P-OAKPH0601.00 Page 16 I - I I ;' , c i k Yr, , 44 i V Yk At Exterior Previous overcoat work done 23 years ago was a spot blast,spot recoat and Base Cone& then an overcoat. The overcoat work done then is peeling and failing now. 11111111 . Pedestal I It - . I .,. s Exterior Pin-point rusting on the roof. This old pipe fitting was used last time as a I Roof rigging point and then left open. It is temporarily sealed now but needs seal- welding as a final solution to keep rain water out of the tank I I Water Tank Evaluation P-OAKPH0 1 City of Oak Park Heights Page 17 Page 17 1 111,1111 1 1 1 Old Vent This outmoded method of venting the tank needs to be sealed up with a neoprene boot and then replaced by a new compliant roof vent. This will improve structural reliability as well as enhance the hygiene overtones ft_ r Old Needs to be modified to meet State guidelines for overflow construction as Overflow well as be drained over to the nearby ditch Water Tank Evaluation City of Oak Park Heights P-OAKPH0601.00 Page 18 1 1 ACCESSORIES Interior Wet Level Condition Agency Comments Corn•liant ILadders Access Tube Very Good ❑ Yes Pressure- 18"X I ❑ Yes I Dry-Tube Good 5 to 6 Oval '4'> Manway Lights No interior-dry lighting in this tank. This is a Needs lights safety hazard until up raded Depth Removed: I Distributed evenly 0 Yes Sediment ❑ Yes 18"to 20" I Sump Pit ❑ No Silt Stop ❑ Yes 1 18"approx. Very Good Recirculation line: ❑No Cathodic Protection p Sus imp ended e Comments: Not functioning. Remaining impressed current hardware should be removed and scrapped with hand-holes welded top and bottom r Interior D Agency Comments Level Condition Corn•liant Is equipped with a notched rail type fall Ladder Base bell Very Good ❑ Yes protection system Does not need one when fall protection is in Ladder Riser None ❑ Yes ■ Yes .lace Notched rail Very Good I Ca_e Climb Device Agency Level Condition Type Size Corn s liant Comments Screened Needs to be replaced P Access Tube Poor ❑ No Vent Poorl ones need to be installed 6 new o Lights Access Tube None Size Insulated Condition Agency Comments Com s liant Insulation needs to be changed I Fill Pipe 10" 0 Yes Poor NA And the exterior blasted and s ainted ■ I I Water Tank Evaluation P-OAKPH0601.00 ■ Page 19 City of Oak Park Heights : - ' m Exterioru` ,' -. Agency Comments Level Condition Compliant Ladders None NA Needs one Add 14' diameter heavy duty handrail system Handrail Roof added Level Condition Type Size Agency Comments Com liant Confined ❑ Needs a second Space Entry 1=1 No Manway on roof I Needs new gasket Pressure 18"X ❑ Yes when tank returned to Manways Wet Riser Very Good 14" Type service Poorly ❑ Change roof vent Vent Roof Poor Screened ❑ No Level Number Comments Lights FAA on This fixture should be raised to top rail of new Roof Two(2) handrail system Bowl Size Piped Condition Should be installed during Bottom 3" Yes Needs one renovation of tank None Antennas 1 Overflow/ presently Needs ❑ Whole exit point needs to be Needs One Flap- ate Presently Poor ❑ No redesigned S lash- ad g Condition Comments Foundation/ Good—Needs to be better drained. Footings Presently well below the surrounding grade I Anchor Bolts Good as are shoes. No excess corrosion apparent Valve Pit Good—Needs blasting&painting SCADA❑Altitude Valve❑Heated Controls❑ I Paint Level Comments Exterior roof,base Results from a third-party certified testing laboratory are attached. Samples bell exterior and Enough lead present to require Blastox®additive 1 interior-dry I I I I IP-OAKPH0601.00 Water Tank Evaluation Page 00 City of Oak Park Heights I w IACCESSORIES Interior-Wet,'Interior-D ry&Exterior Level Condition Agency Comments Compliant IRoof 14' Dia. Heavy-duty version could be added to Handrail Roof To be added OSHA allow for future cellular mounts and lease income for the City I Manway Roof Good Yes 24"Dia.—hinged&Lockable 2nd Ventilation Roof To be added MPCA 24"Dia.—hinged&Lockable I Manway Change to a new 12"neck diameter pressure- pallet,corrosion-proof style. Place a neoprene Roof Vent Roof Poor MDH rubber boot over the old style vent opening and I seal it to resist weather and insect/bird entry Pressure Top Poor Yes 18"X 14"oval shaped pressure-type. Needs a I Manway Platform new gasket after renovation is completed Drain outfall onto a new splash pad and Ground Needs channel the runoff to the catch basin in the I Overflow Outlet Modification MPCA ditch nearby. A new stainless steel#4 mesh screen needs to be added between two steel flanges Antennas None Below Good No Could be added in the future I Foundation Needs to be drained with a French drain over to Grade the catch basin in the ditch nearby I Valve Pit Below NA Piping is rusted.Needs to be blasted and repainted Tank Poor after the expansion joint is replaced with a new stainless steel version Condensate From pan No Needs to be replaced with a 1 '/4"stainless steel line I Pan Drain to outside Plugged and check-valve running into the overflow pipe Bowl No A new 3"Shand&Jurs style mud-valve needs to be Mud-valve Bottom Non Existent placed in the bottom of the bowl leading into the I overflow pipe CP System Bowl Not NA Needs to be removed and discarded Interior functioning Needs to be removed before blasting and painting I Fill Pipe Interior- and then replaced with new insulation material and Insulation d y Poor NA the joints taped. Aluminum jacketing should be placed at ground level and around both landings I only Existing fall-prevention cables should be removed while blasting and painting is done and then Ladder Fall Interior- Good OSHA replaced. The dry-tube mechanism is cable type I prevention �, while the other two are notched-rail. The former should be made the same as the other two ladders for climb safety continuity I I Water Tank Evaluation P-OAKPH0601.00 City of Oak Park Heights Page 21 1 r