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HomeMy WebLinkAboutApplication- PermitGarfield County Building & Sanitation Department 108 8th Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 NO. R a53 Job Address a ! I ! Asas,02 (G Pd„0.l t. G 8/6.3c Nature of Work Building Permit S p Use of Building ( .U.C. Owner Contractot `C Amount of Permit $ 3 ti / • of Date Clerk Permit No: GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8" Street. Suite 201. Glenwood Springs, CO 81601 Phone: 970-945-8212/ Fax: 970.384-3470/ laspecdon Line: 970-384-5003 ParceUSchedule No: OI"/ O 0a - 0 o - ! 7 g PERMISSION IS HEREBY GRANTED TO T A PLI AN AS OWNER. CONTRA C01,4-1-RAC&INDI/01.:THE AGENT OF THE CONTRACTOR OR NE TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE,T HE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN .4ND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERAIT BASED UPON PLANS, SPECIFICATIONS .AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR .ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIEID COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER. BUILDER. AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Garfom.003 6 -ten 1 HEREBY ACKNOWLEDGE THAT I HAVE READ. AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL):: `/ 5e4) l& $'-n�'f fi��i1fl� $ . WPC�1P j* I5u Job Address: 2717 County Road 215 Parachute, Colorado 81635 1 Lot No: Block No: Subd. / Exe ptif 2 Owner: American Soda LLP ...5.- AddrB yj (� a12.).1 Paira'rhltte, CO I Wk Ph: 970-785-0407 3 Contractor: The Industrial Company Address: Steam Boat Springs Ph: 970-879-2561 Lic. No. 4 Architect/Engineer: MPA Address: Glenwood Spgs. CO Ph: 970-928-8536 Lie. No. 33923 5 Sq. Ft. of Building:N /A Sq. Ft. of Lot: 1000 acres Height: 163'10 - 1/4' N. of Floors: 6 Use of Building: N /A 7 Describe Work: Erection of Bucket Elevator 8 Class of Work: ft New o Alteration ❑ Remove Addition o Move 9 10 Garage: ❑ Single ❑ Double Carport: _ Single o Double o Driveway Permit o On -Site Sewage Disposal 0 Site Plan (Septic) 11 Valuation of Work: S 297, 420.00 Adjusted Valuations: S .f3 7/ l,ap D� 7 12 Special Conditions: �" Subject to Special Use Permit -Off, (QZ OOCC///7/oy A SEP%RATE ISSL THIS AUTHORIZED CONSTRUCTION PERIOD I HEREBY APPLICATION. PROVISIONS COMPLETED GRANTING TO VIOLATE LOCAL OF CO 41.161/1411:. Nonce ELECTRICAL PERMIT IS REQUIRED AND MUST BE ED BY THE STATE OF COLORADO. PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION 1 I5 NOT COMMENCED WITHIN 180 DAYS. OR. IF OR WORK 15 SUSPENDED OR ABANDONED FOR A OF 180 DAYS AT ANYTIME AFTER WORK IS COMMENCED. CERTIFY THAT I HAVE READ AND EXAMINED THIS AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL OF LAWS GOVERNING THIS TYPE OF WORK WILL BE WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE OF 4 PERAHT DOES NOT PRESUME TO GIVE AUTHORITY OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LAW REGULATING CONSTRUCTION OR THE PERFORMANCE '- C . -;/ ....• �O Plan Check Fee: I 1366.66 Permit Fee: 21 IOZ•SS Total Fee: Dated Permit Issued: J Z' 7 y OCC Group: Const. Type: /111 ''2 1'., / ((.41' l-aV Zoning: Setbacks: Manu. Home: ISNo. &Fee: % r i j r f• r 7 DA j 445 APPR r /DATFY'I- 0J.PAPirrER PERMISSION IS HEREBY GRANTED TO T A PLI AN AS OWNER. CONTRA C01,4-1-RAC&INDI/01.:THE AGENT OF THE CONTRACTOR OR NE TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE,T HE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN .4ND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERAIT BASED UPON PLANS, SPECIFICATIONS .AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR .ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIEID COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER. BUILDER. AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Garfom.003 6 -ten 1 HEREBY ACKNOWLEDGE THAT I HAVE READ. AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL):: `/ 5e4) l& $'-n�'f fi��i1fl� $ . WPC�1P j* I5u The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. A complete bathroom, with washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all 1997 UBC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made; 8. A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, where applicable. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy ase and the issuance of a Certificate of Occupancy for the dwelling under building permit # 9 d� Bpcont03/2004 9- s -0 GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS FOR CONSTRUCTION OF COMMERCIAL OR MULTI -FAMILY RESIDENTIAL BUILDINGS including NEW CONSTRUCTION ADDITIONS ALTERATIONS and MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. Adequate and complete information will prevent delays in the plan review process. Reviewing a plan and the discovery that required information has not been provided by the applicant may result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor may be required to provide this information before the plan review may proceed. This causes delays because other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. If you do not, it may be helpful to obtain a book titled "Dwelling Construction Under the Uniform Building Code". This book is available to you through this department at our cost. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. To provide for a more understandable plan in order to determine compliance with the 1 building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Plans to be included for a Building Permit must be on draft paper at least 18"x 24"" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony steps, hand rails and guard rails, windows and doors, including the finish grade line. A section showing in detail, from the bottom of the footing to the top of the roof, including re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house -rap, (which is required), siding or any approved building material. A window schedule. A door schedule. A floor framing plan, a roofing framing plan, roof must be designed to withstand a 40 pound per square foot. up to 7,000 feet in elevation, an 80 M.P.H. windshear, wind exposure B, windload of 15 pounds per square foot and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 1997 UBC, UMC and 1997 UPC. Applicants are required to indicate appropriately and to submit completed checklist at time of application for a permit: 1. Is a site plan included that identifies the location of the proposed structure, additions or other buildings, setback easements, and utility easements showing distances to the property lines from each corner of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Slopes of 30% or more on properties must be show on site plan. NOTE: 106.3.1 (7.) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyors signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat, shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the envelope. Yes 2. Does the site plan when applicable include the location of the I.S.D.S. (Individual Sewage Disposal System) and distances to the property lines, wells (on subject 2 property and adjacent properties), streams or water courses? This information must be certified by a licensed surveyor with their signature and professional stamp on the design. Yes No_ Not necessary for this project % __ 3. Are the plans submitted for application review construction drawings and not drawings that are stamped or marked identifying them as "Not for construction, for permit issuance only", "Approval drawings only", "For permit issuance only" or similar language? Yes_ __ No___ Not necessary for this project_____ 4. Is the I.S.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Registered Engineer? �/ YesNo__ Not necessary for this project_ 1� 5. Does the site plan indicate the location and direction of the State, County or private road accegsing the property? Yes ," 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered design? YesjJ_ No___ Not necessary for this project___ 7. If the building is a pre-engineered structure, is there a stamped, signed engineered foundation plan for this building? Yes )( No Not necessary for this project_ 8. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wopd and earth? Yes No Not necessary for project 9. Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and soffits? �- Yes No _ Not necessary for this project_ 10. Do the plans include design loads as required under the Uniform Building Code for roof snowloads, (a minimum of 40 pounds per square foot in Garfield County)? Yes x No _ Not necessary for this project_ __ 11. Do the plans include design loads as required for floor loads under the Uniform Building Code Chapter 16 and Tables 16A, 16B and 16C? Yes No _ Not necessary for this project____ 3 12. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? YesX_ No Not necessary for this project____ 13. Is the wind speed and exposure design included in the plan? Yes )C_ No___ Not necessary for this project___ 14. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes___ No____ Not necessary for this project____ 15. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes_ N• --`c No____ Not necessary for this project___ 16. Does the plan indicate the height of the building or proposed addition from the highest point of the building or addition measured at mid span between the ridge and the eave down to existing grade contours? Yes y No _ Not necessary for this project____ 17. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or Phase II EPA certification? Yes No _ Not necessary for this project__ 18. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code Chapter 1? Yes No Not necessary for this project_ 19. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the Uniform Building Code? Yes___ No__ Not necessary for this project__ 20. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes___ No____ Not necessary for this project ) _ 21. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? Yes___ No____ Not necessary for this projectx 4 22. Do the plans include a complete design for all mechanical systems planned for installation in this building? Yes No Not necessary for this project'( 23. Have all areas in the building been accurately identified for the intended use? (Occupancy as identified in the Uniform Building Code Table 5-A) Yes___ No Not necessary for this project_ 'L 24. Does the plan indicate the quantity, form, use and storage of any hazardous materials that may be in use in this building? �/ Yes___ No__ Not necessary for this project /i 25. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? �f Yes___ No____ Not necessary for this project_ A _ 26. Do the plans indicate the location and dimension of restroom facilities and if more than four employees and both sexes are employed, facilitips for both sexes? Yes___ No____ Not necessary for this project A 27. Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes___ No____ Not necessary for this project_ 28. Have two (2) complete sets of construction drawings been submitted with the application? Yes No___ 29. Have you designed or had this plan designed while considering building and other constrtion code requirements? Yes_A No____ Not necessary for this project__ 30. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? YesL__ No____ 31. Do your plans comply with all zoning rules and regulations in the County related to your zone district? For corner lots see supplemental section 5.05.03 in the Garfield County Zoning Resolution for setbacks. Yes _jt__ No_____ 32. Do you understand that approval for design and/or construction changes are required prior to the implementation of these changes? 5 No 33. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit" fee as well as any "Septic System" or "Road Impact" fees required, at the time you pickp your building permit? Yes �( __ No 34. Are you aware that you are required to call for all inspections required under the Uniform Building Code including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes k __ No___ 35. Are you aware that the Permit Application must be signed by the Owner or a written authority be given for an Agent and that the party responsible for the project must comply with the Uniform Codes? Yes _ No___ 36. Are you aware that twenty-four (24) hour notice is required for all inspections? Inspections will be made from Battlement Mesa to West Glenwood in the mornings and from Glenwood Springs to Carbondale, in the afternoon. All inspections must be called in by 3:30 p.m. the day before. Failure to give twenty-four (24) hour notice for inspections will delay your inspection one (1) day. Inspections are to be called in to 384-5003. 37. Are you aware that requesting inspections on work that is not ready or not acceible will result in a $47.00 re -inspection fee? Yes_No 38. Are you aware that prior to issuance of a building permit you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department at 625-8601. Yes No_______ 39. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups? The license number will be uired at time of inspection. Yes_ No_____ 40. Are you aware, that on the front of the building permit application you will need to fill in the Parcel/ Schedule Number for the lot you are applying for this permit on prior 6 to sub ittal of the building permit application? Your attention in this is appreciated. YesNo I hereby acknowledge that I have read, understand, and answered these questions to the best of my ability. Signature Date 62/01- Phone:1',��14leja(days). (evenings) Project Name: kik-- C14— n nn Project Address:JWISOLIT ad_2./J7 ...2ar',i L() Note: If you answered "No" on any of these questions you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of the permit. if you have answered "Not necessary for this project" on any of the questions and it is determined by the Building Official that the information is necessary to review the application and plans to determine minimum compliance with the adopted codes, please expect the following: A. The application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review. B. Delay in issuance of the permit. 7 Steve Hackett From: Mark Bean Sent: Saturday, August 28, 2004 10:10 AM To: Steve Hackett Subject: RE: American Soda S.U.P. It was approved. Mark Bean, Director Building & Planning Department Garfield County 108 8th St. Suite 201 Glenwood Springs, CO 81601 (970) 945-8212 From: Steve Hackett Sent: Friday, August 27, 2004 11:58 AM To: Mark Bean Cc: Andy Schwaller Subject: American Soda S.U.P. We have a building permit application from American Soda to construct a "Bucket Elevator". I observed in current planning that an SUP for them was to be heard by the BOCC on 8-17-04. OK to process this permit ap? Steve Hackett Code Enforcement Officer, Garfield County atevehackettagatffeld-county.com GRAND VALLEY FIRE PROTECTION DISTRICT 1777 S. BATTLEMENT PARKWAY PO BOX 295 PARACHUTE, CO 81635 (970) 285-9119, FAX (970) 285-9748 February 25, 2005 Andy Schwaller Garfield County Building & Planning Dept. 109 Eight Street Glenwood Springs, CO 81601 Subject: American Soda Bag -house Addition Andy, RECEIVED MAR 0 7 2005 GARFIELD COUNTY BUILDING & PLANNING I have met with American Soda personnel and toured the bag -house addition. I made (1) one recommendation as to the preferred location of the fire extinguisher. The Grand Valley Fire Protection Dis h.: o ether concerns with this project. David A. Blair Fire Chief, GVFPD Cc: Ed Cooley, American Soda File AMERICAN SODA, L L P Ed Cooley Environmental Health and Safety Manaaer 2717 County Road 215 Parachute, CO 81635 RECEIVED FEB 2 3 2005 GARFIELD COUNTY BUILDING & PLANNING Tuesday, February 2Z 2005 Andy Schwaller Chief Building Official Garfield County 108 8t Street # 201 Glenwood Springs, Colorado 81601 Re: Building Inspection Dear Andy: Direct Line (970) 285-0407 International Telephone +1 (970) 285-6500 General Facsimile (970) 285-6393 ENV.24.05 Building Permit 9253 was issued by Garfield County for the construction of a Bucket Elevator on property owned by American Soda LLP at 2717 County Road 215, Parachute, Colorado. As part of the terms of this permit American Soda was to have progressive inspections completed by the Engineer of Record for this project. The Colorado State Electrical Inspector made the determination that an electrical permit was not required for this project. The inspector indicated that he would notify the Garfield County Building and Planning Department on this matter. Dave Blair from the Grand Valley Fire Protection District has inspected the facility and determined that fire protection provisions have been met. He is transmitting a letter to you in response to his inspection and indicates that needs have been met. Attached is a copy of the engineer's inspection reports. American Soda is requesting a final inspection of this project by Garfield County. Should you have any questions or require more information concerning this matter please contact me at 970-285 -0407. Sincerely dCoo Environm tal Health and Safety Manager Delivering a Crystal Clear Advantage www.americansoda.com file G040.11 -L001 Desgl ro1'c:Liercgem-]n. American Soda. L.L.P. Attention: John McEwan 2717 County Road 215 Parachute CO 81635 November 11, 2004 Dear John. AMERICAN SODA, L -L -P. SODA ASH FEED PROJECT MECHANICAL INSPECTION MPA Consulting Engineers. Inc 715 Grand Avenue P G Boa 854 Glencoe Springs Carmelo 01502 Tel 1970} 928-8598 Fes (970) 90.5807] Email bob 19Be®mpagkrnnad mm In accordance with the Garfield County Building Department request for inspections, as noted on the project drawing approval conditions, dated September 1, 2004, l have inspected the mechanical / access aspects of the project in the area from the rail unloading facilities to the conveyor belt 62 -CV -006 which transfers material from the top of the silo down to the existing process building bucket elevator. Subject to the satisfactory completion of the items listed in the attached list of items requiring attention. the installation is believed to be installed in accordance with the project drawings, to be well constructed, safe, installed in accordance with the safety aspects of the equipment manufacturer's requirements, and in accordance with the appropriate parts of OSHA Regulations, particularly 1910.23, 1910.24, 1910 27, 1910. subpart "N", and 1910 subpart "O". Sincerely, MPA Consulting Engineers, Inc. Robert D. Littler P.E. Principal Mechanical Engineer .Attach: Mechanual Inspection, 11-11-04 — Ivan Requiring Attention RrPOtY Ai. GoG)-DAG-_S -gDU1 f<r�i%'2 mp a CONSULTING ENGINEERS REPORT SOLVAY CHEMICALS, INC.OR IOA 1401 1 3 2004 SODA ASH FEED PROJECT REPORT SITE INSPECTION 11-11-04 CLIENT: SOLVAY CHEMICALS. INC Date: November 12, 2004 Page 1 of 5 Subject Site Inspection 11-11-04 Report No.: 60404-5-5001 Rev. Pt P2 For Client Ltplememation and Submission to the County RDL Novmbcr 112034 P1 For Client Review RDL November 12, 2004 REV DESCRIPTION BY CHECKED CLIENT CLIENT: SOLVAY CHEMICALS. INC Date: November 12, 2004 Page 1 of 5 Subject Site Inspection 11-11-04 Report No.: 60404-5-5001 Rev. Pt mpa CONSULTING ENGINEERS REPORT CONSTRUCTION BY: TIC INSPECTION BY: RD. LITTLER INSPECTION DATE: 11-11-04 MECHANICAL INSPECTION - ITEMS REQUIRING ATTENTION 1. — RAIL UNLOADING AREA a Close 4" gap between grating and inverted support rail on south side of line. b. Secure floor grating from slipping to the north at north edge of north grating. c. Still to grout under unloading screw support feet. (In Progress) d. Seals to be reaffixed under hatch lids to screw conveyor 14. e. Some casing bolting to be completed. 2. BUCKET ELEVATOR NT, SHED & SHED ROOF PLATFORM a Need safety stop pull cord or further guarding along south side extension of CV -007 belt conveyor. Install infill section of handrailing to prevent access up tunnel along south side of conveyor. b. CV -007 return belt plough, etc to be switched prior to reversing belt. c. Plugged chute sensors recommended in Screw 14 Discharge Chute & Belt CV -007 Discharge Chute. (Not Essential) d Safety Gates still to be installed on ladders at platform access points, and chains / drop down bars still required as specified on drawing G04040-1-5010. e. Shed column grouting still to be done. f. Instrumentation still to be installed on Bucket Elevator Boot. g. Bolting on 1n B.E. Casing Joint incomplete & not tightened. h. Bolting and Curtain still to be completed on CV -007 Headchute. CLIENT: SOLVAY CHEMICALS, INC. Subject Site Inspection 11-11-04 Data: November 12,2004 Report No.: G0404-5-5001 Rev. PI Page 2 of 5 mpa CONSULTING ENGINEERS REPORT i.Insufficient hand clearance between top south side grab bar on west ladder and adjacent handrail. j. Dust Collection Ducting partly plugged in places (outside of contractors scope) — Requires clean out. LCV -007 Carry Idler Elevation Adjustment needed under west silo load out points . (Not Essential) 1. On platform above shed - gap to Bucket Elevator from grating too large on 3 sides (up to 2 1/4") — Reduce to 1 'A" maximum. m. On platform above B.E. Pit Shed — need kickplate around conduit and dust duct penetrations. Gap between outer perimeter kickplate and grating too large in places. n. Still to install the lateral angle support shoes for the Bucket Elevator at the platform above the B.E. Pit Shed. o. Final Site Grading and Drainage check still to be done. Road base to be applied in vehicle and pedestrian traffic areas. p. CV -007 Head Pulley Scrapers still to be installed. 3. SILO a. Lateral angle support shoes on support frames to be painted (In Progress) Also, south cap plate under top platform trestle column needs painting. 4. BUCKET ELEVATOR HEAD / PLATFORM FROM HEAD HOUSE a. Support at middle of B.E. Discharge Chute to be installed. b. Guarding still to be installed on B.E. — Motor to Gear Reducer and Gear Reducer to B.E. Drive Sprocket c. Bolt up on 1 ton Jib Crane Pivot Brackets /Pivot Bolts still to be completed and checked. cL Install stop bracket so that end of jib crane boom does not jam under head frame S.E. comer bracing. CLIENT: SOLVAY CHEMICALS, INC. Subject Site Inspection 11-11-04 Date: November 12, 2004 Report/io.: G0404-5-5001 Rev. P1 Page 3 of 5 mpa CONSULTING ENGINEERS REPORT e. Jib Crane Trolley outboard end stop bracket bolting still to be tightened. f. Screw 15 hatch seal rubbers to be reaffixed. g. Kickplate gap on Screw 15 outside platform excessive in places. h. Cladding / Flashing at Screw 15 penetration of headhouse to be completed. i. Recommend final inspection & proof load test of the headframe monorail hoist over the full hoisting height and monorail travel when operational. 5. 'MADHOUSE & CONVEYOR CV -006 a. Existing monorail to be painted with black stripes on yellow to signify low bead room. b. Gaps at grating joints — new to old and to east kickplate at bottom of new stairs to be filled. c. Excessive kickplate gap at south edge of existing platform at existing stairwell & adjacent to lifting well. (Some of this Pre -Existing) d. CV -006 Head Chute Dust Collector Fan Discharge Duct to be reinstalled. Underside of duct to be approx 96" above top of the platform grating. e. Return side of belt CV -006 to be cleaned off prior to startup. f. Loose bolts at bottom end of CV -006 old skirted feed box to be removed. g. Top Curtin on old CV -006 skirted feed region to be removed. h. Curtin on new bottom end headchute to be installed. i. CV -006 Return Belt Plough to be relocated to top and oriented in correct direction. j. New Rubber wiper seal at return belt entry into the old top headchute on CV -006 required. k. Some Safety pull cords too loose on CV -006. 1. Plugged Chute Sensor recommended on new CV -006 bottom headchute. CLIENT: SOLVAY CHEMICALS, INC. Subject Site Inspection 11-11-04 Date•. November 12, 2004 ReportNo.: G0404-5-5001 Rev. P1 Page 4 of 5 mpa CONSULTING ENGINEERS REPORT 6. GENERAL a. Site Cleanup still to be done. CLIENT: SOLVAY CHEMICALS, S, INC. Subject Site Inspection 11-11-04 Date November 12, 2004 Report No.: G0404-5-5001 Rev. P1 Page 5 of 5 PATTILLO ASSOCIATES ENGINEERS, INC. STRUCTURAL CONSULTANTS 715 grand avenue, post office box 751 glenwood spnngs, colorado 81602 phone (970) 945-9695 fax (970) 9454921 e-mail: paaa%sopns.nct November 11, 2004 American Soda Plant 2717 County Road 215 Parachute, CO 81635 Attn: John McEwan re: Soda Ash Feed System Structural Inspections Dear Mr. McEwan: In accordance with the Garfield County Building Department request for inspections, dated September 1, 2004, personnel of Pattillo Associates Engineers have inspected the reinforced concrete and structural steel used for the Soda Ash Feed project. The results of our investigation are presented herein. During 5 on-site inspections conducted between October 8, 2004, and October 29, 2004 we observed most of the reinforcement placement for concrete used during the construction of the elevator pit and rail unloading screw ramp. We also reviewed records kept by the contractor, T.I.C., Inc., that contained data describing the concrete slump tests and concrete cylinder break strength tests. Concrete testing was conducted by H.P. Geotech, a local geotechnical engineering firm. On November 3, 2004, structural steel used for the silo head house, elevator pit, and elevator bracing was inspected. Our observations consisted of construction drawing review and field measurements, visual inspection of rebar, visual inspection of welds, and inspection of structural bolts using a feeler gage. Several concrete pours were also observed to get a sense of the general quality of workmanship during construction. Documentation of weld procedures and welder qualification tests was examined to verify qualification to perform welds in accordance to AWS D1.1 Structural Steel Welding Code. Detailed information and copies of inspection documents are attached in the appendix of this report. Based on our inspection and review of construction documents, we believe the construction of the bucket elevator, silo head house, and rail unloading screw ramp is in the general conformance with approved plans and specifications. This concludes our report. Please contact us if you have any questions or require further information regarding this matter. Sincerely, Don A. Howanick, P.E. Project Engineer Robert M.1P,dttillo, P.E. Principal Engineer DAH/sIo MPA RroRr tiL0 604v/ -o -s-300/ A✓ fl „ . • str-- • . i.t.:4;11A-rqc • .;” 'Dalt A ... A = &4 s. CiAtickit- Atattmercraa testm 4-01 re- Tiettot ft DM. Atba- 4r4Lifte-f.-6 To C-0 . r-'0o±74z =pw- _. _ T 1 INC. Sze clop To Totc Nether ccutffne•hicti 1-FrE Ltt 4 C rt P 4 c gre e 1, 6`ae a rev r Pg Icily. Com( AL FA t O PAITILLO ASSOCIATES ENGINEERS. INC P.O. Box 751 GIU- MOOD SPRINGS. COLORADO (E502 (303) 945-95 FfAX (303) 945-4921 DR1111 ? 47. Ak. . fr r‘ A• C Lit i L44-1 ic42S FOLLOWING WAS NOTED • Dart i I ,r2 / Li; : ADD *IC HotAAty-:;ti a farISCCT f Art L'ODA --.470 1 • ro. .-- '160101 ICCr tr.t.c,,A., r - P.44.4ifty.:,- f ...- .coomeactow 1, "I''' r +..... lc-. r 1 4A4 Lial>1 rreariont C 1-541/ rLtjr1jOrti i Tr a at AN 1 e at PM' -afeetrf ay sew (k40 714't -Pe II itc7 Al ce-i._ tic-. carr 1641CiirtrER40 / cu etv . 17-rC. 11-coleuxt.p.o- 4ftrr-45 -4PpLy 7:_t, TN& incet 34i'tnic 41- TN - a- Etc ;" .4-7-r% AtLii, PL4 0 WOW? re 4, taL Lt144 IA/ ,TALLFC, turfty To MPA PQ)Coto it 3-1-2,cte t.o!10-[---3ot ivUELP5 Wifo Arigrr A "C • (nit' Tftto I, Po tk.)P 4- Da AN 0 Ujett 6 471.4PC01 AND --Greer- C Ci 9 ILI CL 6,4 R,444-tc: Crtu 50GT 1+6413 •4 4 .1 D LOAD L'v; C4fl ti fi-L4 49 f -AULOCCASLtC L -Cie 4 Ai C4 f-ut fx-ti Lt.) o i ;61 ca ir47- ara rne -Cy rotriCtit LIICXI WC4S A."4;41_ r.cja Ai orj,t,er MP P 6-0‘itYa.-1 1# Cole cf-kft --, lot 5 :LJ5, At ALLs 19, 2 A 12.4i/ (.41 • cir:r4Prh r7,41.,7P / 3 / WESTERN SLOPE IRON & SUPPLY, INC. Welding Procedure Specification Pugs 1 re 2 171E-u2a-GF) WPS Na 17 (B-U2aGF) Revision 0 Date 8112008 C By C. KEW JOINER Authorized By C. KEVIN JOINER et, Dam 61612004 Pregwted g Marine 0 Seri-Nubz g Aero 0 Wakfmg Pes) GMAW l� Typr Manual Suppers POR(s) WA PERMS 01.1 JOINT TypeBak Silt I Yea ® No ❑ Single Wald Double Weld ❑ } i g - BrJatg Men A38 --iI-• Rod Opefig '04 Root Face Dilation WA Groove Angle 45 Rados (J11) WilI �1--JIj I '. i — Back Gee Yee 0 Ho ® -,.. ._ { .... , Method �I' .�.• _'I NWA BASE METALS Mabee Spec. GROUP t & 5 to GROUP 1 a 5 POBRION Poser of Groove Vertical Pommel= F-V.OK Fiat 0 Dawn 11111 Type or Grade to ® Up Thickness Groove 118 Udstid ELECTRICAL CIARACTE0STICS TravelerMode (GNAW): Short-Cauilig Gwent PC 0 Glade 0 DCEP 0 DCEN Pulsed 0 ( in) - Filet ( )- Diemetr (Pips )- t:'Spray 0 FILLER METALS AWS Speclaott A5.18 ASIS Other Ti.galen Been (GTAW): Sme NIA Type NIA AWS Cloaficolon ER 706.8 E7nr N4 TECHNIQUE Stringer a- Wase MWdti-pose or Si Netter of Electrodes erode Spooky Bend gee Work Pas Lai Sib -tea SHIELDING Fka Gs ARGON/CO2 MR (Pr side)- 1 m...,/4 NIA C----. sore 9ectrode-Flux Pass) Fbw Ram 45 CFM NIA Gs Cup S® 518 t l NIA Deem Lateral Angle WA PREHEAT Finest Tarp., Min. TABLE 3.2 Carded Tale to MIA 3(4 Thickness Up to 3/4*Te Temperer 32 FNIA PiOver Over 3/4• to 1-1? 50 F YES O 1-1? to 2-12' 150 FbereiClewig ur Over 2-1? 225 F POSTWELD NEAT TREATMENT Tarp. NIA PYYHT Tana Repine ed ❑ WA 4irpss Temp., MTn. TABLE 3.2 Mac TABLE 32 WELDING PROCEDURE nertar_Typs°Amps aWES:. Volts ' .Travet3Prd.• Other Rotes - . tayerA3pa Proems . FirildIOoss;-••ISam MULTI GMAW ER70S-6 .035 DOER 225-275 25-29 400-607 F -V -OH MULTI GMAW ER70S 6 .045 DCEP 257312 2731 336-560 F -V -0H MULTI GNAW ER70S-6 1116 DCEP 336-412 3036 223.200 FV -OH MULTI GNAW E70C-6M H4 .035 DCEP 225-275 26-30 300-51:0 F MULTI GMAW E70C-01,4 H4 .045 DCEP 24305 27-33 360 F MULTI GMAW E70C-Wil H4 1/16 DCEP 333--407 29-34 215-275 F an WESTERN SLOPE IRON & SUPPLY, INC. Welding Procedure Specification - P22 17 (54U7a-GF) Single-v-9room weld (2) Butt joint (B) -p R Welding Proeea Joint Designation Base Metal Thickness ( wry ) Groove Peron Remitted Waking podium Gas Shielding for FCAW No e s Root Opening Groove Angie Tolerances As permed (see 3.13.1) As Rt up (see 3.13.1) T1 T 2 GMAW FcAW 3442a -GF U - R = 3116 a= 30 R - +1116, -0 a=+10', .0 +1/4, -1/16 +1Q', S F,V,OH Required A N R = 3/8 a = 30' F,V,OH Not req. R =114 a =45° F,V,OM Not reg. WESTERN SLOPE IRON Welding Procedure Specification 1 WPS No. 3 (B-U2a-GF) Revision 3 Page 1 of 1 3 (Bak2a-GF) Da 5/23/2003 By S. MAXWELL Authorized By 00 Date 614/1994 Prequythed Welding Process(es) GMAW-FCAW Type: Manual G Machine ❑ Semi -Auto ® Aum Supporting PQR(s) NIA PER AWS D1.1 JOINT Type Butt Barg Yrs ® No ❑ Single Weld g Double Weld E Backing Material ASTM A36 Root Opening 114 Root Face Dinneen NIA Radius (J -U) WA Groove Angle 45 Bads Gouge Yes ❑ No E Method WA BASE METALS ISM ' Material Spec. GROUP I S 11 Type or Grade Thickness: Groove (in )1/8 FiOet ( ) Diameter (Pipe, ) to GROUPI&II to - UNL6M11rD POSRION Position of Groove ALL Fillet N/A Vertical Progression: 21 Up 0 Down FILLER METALS AWS Specification A5.181A520 A5.18 AWS Classification Eit70541E71T-1 E70C-a H4 ELECTRICAL CHARACTERISTICS Transfer Mode (GMAW): Short-Circvmng 0 Globular ® Spray Current AC DCEP ® DCEN 0 Pulsed Q Other WA Tungsten Electrode (GTAW): Size WA Type WA SHIELDING Flux WA Ebcbode-Floc (Class) NIA Gas ARGON -CO2 MIC Comptsiion 90-10 (ALL PROCESSES) Flow Ram 45 CFM Gas Cup Stze 518 PREHEAT Preheat Temp., Min. Table 32 Thidmess Up to 314" Temperature 32 F Over 3/4" to 1-12" 50 F . Over 1-1/7 to 2-1/2" Over 2-12' Interpass Temp., Min. Table 32 150 F 225 F Max. Table 32 TECHNIQUE Stringer or Weave Beal Stringer Multi -pass or Single Pass (per side) Number of Elecaodes 1 Multiple Electrode Sparing Longitudinal NIA Lateral WA Angle WA Coned Trine to Work Distance 3/4 Peening NIA Interpass Cleaning YES POSTWELD HEAT MEATIEST PWHT Required ❑ Temp. NIA Time WA WELDING PROCEDURE I7�!e►leass rof9sse. MULTI GMAW Dirmabl ,_(P� ER7OS-6 1.035 DC+ _225-275 '.1i0iii441.iliklial7; A-- -1 ivare �as4 25-29 400-500 F -H -V -OH MULTI GMAW ER70S-6 .045 DC+ 257-312 27-31 336550 F -H -V -OH MULTI GMAW ER7OS-6 11/16 DC+ 338-412 30-36 '220-280 F -H -V MULTI FCAW E71T-1 .045 DC+ 240-300 26-31 340.550 F -H MULTI FCAW E71T-1 (1116 DC+ 235-325 MULTI GMAW H4 1045 1 DC+ 270-320 26-31 27-37 150-300 F -H i 360-560 F4I WESTERN SLOPE IRON Welding Procedure Specification MEMO Single -V -groove weld (2) I Butt joint (B) -10'1 V R !Base Metal Groove Preparation !The/mess - Tolerances 'Permitted Weldin Joint Ll.InlimitedlRoot ---- Grmvel As Detailed As Fit Up Welding Operang Angle (see 2.9.2) ; (see 3.3) ?Positions ProcesBesignation Ti 1 T 2 j1GMAY•q, FCA IMB-U2a-Gq U I I R =3/15 a �0 R=3/8 i a �ifo —TSI Gas : N o• Shielding e' for FCAVy s; R = F,V,OH Required +1/16,-0 +1/4,-1/16 -- - —r.-... F,V,OH Not req. 1 R =114 li a! +10°-0 ° +10°-5 F,V,OH Not req,i Ai NI SHIELDING GAS NOTES- UTILIZE SHELTER TO REDUCE WIND VELOCrTY TO MAX 5 MPH WHEN NEEDED GENERAL NOTES: OPTIMUM FACTORY AMP AND VOLT SETTINGS GMAW .035 250 AMPS / 26 VOLTS GMAW .045 265 AMPS / 30 VOLTS GMAW 1/16 375 AMPS / 33 VOLTS FCAW .045 250 AMPS / 29 VOLTS FCAW 1/16 275 AMPS /30 VOLTS OPTIMUM SHIELDING GAS FLOW 45 CFM. RANGE (40 CFM TO 56 CFM) ELECTRICAL CHARACTERISTIC NOTES: GLOBULAR- V -OH DECREASE VOLT -NAPS 30% TECHNICAL NOTES: GLOBULAR- V -OH 12 STICXOUT. 1A3 INCH MAX CAP REINFORCEMENT JOINT NOTES: BACKING NEED NOT BE REMOVED UNLESS SPECIFIED Page 2 of 2 3 (5-U2a-GF) WESTERN SLOPE IRON & SUPPLY Weider Quarltcation Test Record Page 1 at 1 GREG P 1 WQTR Na. GREG P 1 Weider Name GREG PRIGMORE Welds Id iU NIPS Na. 3 (s-UL.GF) Florham 0 Dele 2/512002 Variables Rami • Process (Tails 410.lass Trois filo* (MAIN): Actual Vries Used In Csadiodan 0 0 0 0 QuallIatlm Rage GMAW (1)) GMAW Glhasir sway Shat-f-aatg ❑ Gear g Spry Neuel ❑ lMectiie ❑ SadAtta • Aum 0 Type tains 0 Shat -Cir. ❑ ® tits 0 Sennas ® Auto Single Mugi Numbs d Eiaboles Z MAW 0 Culon/Polerty ACC Paton 4.10, bun ® 0 DCEP S OCEN 0 Pled Sigh PCO DEEP S OCEN 0 PSIS 0 10,1F,2F (4)) 10 (Table Mad Prayawoc (Tads Ealing 4.10, can 4.1Q Item (W) Up 0 Dorm Badikg 21 Down 0 IMhad Electing ❑ VVihan kelt 0 Up 0 Baekig ® Mhsr68s Wrath (7)) Us Cu,wuLia asst haat vwh With heart 0 Al Group 1 a 1 (GTAW) Valai iSpee AN Use 0 to MB Thickness Grams ( in) 375 .125 - - - - - - .75 in (Pies): ThisJoeas (Ppntube): Grose Fid( Naas Falt ( ) .125 Umtit.Bad In Gnaws ( ) .125 .75 In Fit( ) .125 Unlimited in ( ) >24.0 in ) >240 in 'QtaUflss to Bads Gouge Fie Neal (Table 10. lam t2)) A318 Spee ALMS Chet ERMA E7aXS6 Falx. GsiFkat Type 4.10. 6 6 ken (3)) 90110 ARICO2 9@10 ARCM (Tali Ohs .04B' WIRE AIS' WIRE VISUAL INSPECIION (481) GUIDED BEND TEST RESULTS Acceptable Ye (430.5) Type 1 Read Typo hest FACE ACCEPTABLE ROOT ACCEPTABLE It Tad Reade (4302.3 and 438.41) Apposing Fid Sir Wood& Fracture Tad Root Pssindon Inepselai By SCOTT Lf Deeoption QAM Tet*. M�RADIOGRPPf11CTEST Otgadahtlst WESTERN MOPE IRON Cees 21517002 RESULTS (433.1) , Rev IJ Nu TRertadc, + .a \ C By i% 42 1 . kdar I4 ISLicetbs CMPledari •. Tad Das' if =OD :. tasr IJ.- No. �� id (Vs 7 and Dad tie tea raids 1 7rtt1Dl Cbietual was . .. . 1Na ths undersigned. aatifytottie .�� .-aA.--' akdatsb in tis record as a s.Mi... I.1 awes/ma coact M1 pepeed, eleiet-Sli •.,\ Nimudadwa WESTERN SLOPE IRON a sr mai ) WESTERN SLOPE IRON & SUPPLY Welder Qualification Test Record Pagel oft WADE N2 1 WQTR No. WADE N 2 Welder Name WADE NELSON Welder Id IIT WPS No. 3 (B -Uta -GF) Revision 3 Date 52612003 Variables Record Actual Values Used In Qmifiradon I Process (Table 4.10, Item (1)) GMAW Qualification Range GMAW Transfer Mode (GMAW): Short-Clr. ❑ Globular 0 Sprays Type Manual ❑ Machine ❑ Semi -Auto ® Auto ❑ Number of Electrodes Single _r Multiple 0 Current/Polarity AC ❑ DCEP .3 DCEN 0 Pulsed 0 Position (Taber 4.10, Item (4)) 2G Shod -Circuiting ❑ Globular ❑ Spray Manual ❑ Machine ■ Semi -Auto ® Auto ❑ Single s Multiple ❑ AC 0 DCEP ® DCEN ❑ Pubed ❑ 1F, 2F, 1G, 2G Weld Progression: (Table 4.10, Item (6)) Up 0 Down ❑ Baddng (Table 4.10, Item (7)1 Use Backing ® Consumable Insert (GTAW) Use Insert ❑ MateriallSpec. A36 to A36 Up 0 Dorm ❑ Wtth Badkmg ® Without Bucking ❑ With Insert ❑ Without Insert M All Group 18 1I Materials Thickness (Plate): Groove (in ) .375 125 - .75 in Fillet ( ) .125 - Unlimited in Thickness (Pipe/tube): Groove ( ) .125 - .75 in Filet ( ) .125 - Unlanibd in Diametet(Pipe): Groove ( ) • >74.0 00 in Filet ( ) - >24.0OD in Notes 'Qualifies for Back Gouging Filer Metal (Table 10. Ibm (2)) Spec. A5.18 SPF» --COR 6 Class. E70Cfi16114 ETXC-XX F -No. Gas/Flux Type (Table 4.10, Item (3)) 90110 ARICO2 10110 ARICO2 Other VISUAL INSPECTION AwpmbleYes (4.8.1) I GUIDED BEND TEST RESULTS (4.30.5) Type - Result Type Result ROOT ACCEPTABLE FACE ACCEPTABLE Flet Test Reskdls (4.30.2.3 and 4.30.4.1) Appearance Filet Size Macroetrcr Fracture Test Root Penetration Desaiption Iropecled By SCOTT L 1 CAM Test No. OrganaatonWESTENN SLOPE RON & SUPPE2772003 RADIOGRAPHIC TEST RESULTS (4.30.3.1) Fikn Identification No. Result [Remark WS QC 1 Interpreted By OrganizationSCDIT L %WWI \ 1 Test No. R \\ Date Cal / N. We. the urrdrrsoned. certify that the statements in this record are coned and that the test welds were prepared, - •. and WESTERN SLOPE IRON & SUPPLY Welder Qualification Test Record Page 1 of 1 GORDON G 2 WOTR No. GORDON G 2 Welder Name GORDON GARNER Welder Id lie C Wvlo PS No. 3 (B-U2a-GF) Ren 3 Date 94712003 I. Variables Record Actin Values Used In Qualfieation Prohxss (Table 4.10, Item (1)) GMAW Qualification Range GMAW { Transfer Mode (GNAW): Short -Cir. 0 Globular ., Spray 0 Type Manual ❑ Machine ❑ Semi Auto ._c Auto 0 Number of Electrodes Single ® Multiple II Current/Polarity AC ❑ DCEP ® DCEN p Putsed ,nom Position (Table 4.10, Item (4)) 1G Short- icuitbg ❑ Globular ® Spray Manual 0 Machine E Semi -Aum ® Auto Single ® Multipte Q AC r, DCEP @ DCEN ❑ Phi ❑ 1G, 1F, ZF Weld Progression: (fable 4.10• Item (6)) Up 0 Down 0 Backing (Table 4.10, Item (7)1 Use sacking E Consumable Insect (GTAW) Use Insert 0 Material/Spec. A36 to A36 Up 0 Down • lMlh Backing g without Backing ❑ WOR Oran 0 Without San 0 All Group 1811 Materials Thickness (Plate): Groove (in ) .375 .125 - .75 in Fillet ( ) .125 - Unlimited in Thidwess (Pipelmbek Groove ( ) .125 - .75 - in Fillet ( ) .125 - Unlimited in Diameler(Pipe): Groove ( ) >24 OD - in Filet ( ) X24 OD - in Notes 'Quaffed to Backgouge Filer Metal (Table 10, Item (2)) Spec. A5.18 A5.111 Clash` E R7OS-6 ER7XS-X F -No. 6 F6 Gas/Rini Type (Table 4.10, Item (3)) 90110 90110 Other .035' Electrode .035' Electrode VISUAL INSPECTION (4.8.1) AcceptableYes GUIDED BEND TEST RESULTS (4.30.5) Type Result Type }Result •1G -FACE 1G - ROOT ACCEPTABLE ACCEPTABLE I Illi Fillet Test Results (4.3023 and 4.30.4.1) Appearance Fillet Size Maaoetdh Fracture Test Root Penetration Description Inspected By S. MAXWELL /0AM Test Na. OrganizalionWESTERN SLOPE IRON Dab 912212003 70 RADIOGRAPHIC TEST RESULTS (4.30.3.1) Flip Identification No. Result Remark 7 K' .1 . ' � CC 1 Interpreted By ‘ Organization SOW E••.rte Teat No. \ 91 i_ Dab \ • vi N. We. the undersigned, ant* that the statements in this record aro correct and that fie lest welds were prepared. -- ••.a/hd tested in accordance with the r eoraemerhts of serlion d of ANCl/Awc ni 1 . .,.vrh - WESTERN SLOPE IRON & SUPPLY Welder Qualification Test Record Page 1 of 1 RICHARD 01 WQTR No. RICHARD D 1 WPS No. 5 (13.U4a-GF) Welder Nacre RICHARD GALLEY Welder Id C Reaam 3 Dat 1)204 Variables • Record Actual Yaks Used In Oxon Prones (Table4.10, Ilern (1)) GNAW Transfer Mode ((MAW): Shat -Or. G Globular F SPAN Type ulna u Methane 0 Ser4Ardo ',= Aub u Marti of Elemodes Single j Maple U C+srsibPolenh AC DCEP © DC> N 0 Pulsed Position (T4.10, nem (4)) 26 Weld Pn: na tar: retie 4.10. I40 (61) Up ill Down 11 Hocking [Table 4.10. nen (7)J 1 Casranatle Insert (GTAW) MIMS *6 Use Backing 0 Use react ❑ loA36 fl ti s(Plab): Grose( uta) 120 Fes( ) Thidaros (PpMu6s): Gross ( tier( Dlinete(P : Ganes ( ) Piet ( ) Notes Fier Meer (Tablet 0, Clem (2)) Spec. *5.18 Ca. ER70G811 144 F -No. 6 GalFta Type (Table 4.10. len (3)) WHO AR/CO2 Other .045" WIRE Clualificabon Range GNAW I ShaPei nifrg C Gana 'El Spray ZI Miall J Mechlin O Semi -Auto ';.l Ali ❑ Selo Mak AC Li DCEP 7 DCEN ❑ 1G.29.1F,2F Pad r Up iii Dam 7 With Bering WOh Insert 0 Without Backing ❑ Wsnart treed 0 GROUP I & MATERIAL .125 .125 .125 .125 - Unlimited in - Warded t - Urtid in Unimind A X24 in X24 A5.13 ER nC-XX 6 90110 AR/CO2 246' WORE VISUAL IRISPECTION (42.1) Acceptable Yes GUIDED BEND TEST RESULTS (4.30.5) Type Revert Type Rasa SIDE SIDE ACCEPTABLE ASTABLE Appearance Fetes Test aeon By Flet Tat Resits (4.302.3 and 4.30.4.1) Fin Size Mar Descriptor: Tot No. Orgiui elon WESTERN SLOPE IRON 3 9941111 RADIO( RAPHIC TEST RESULTS (4302.1) Remelt Fin Idandficadon No. rtt isd By Orginizatio TW No. Dat We. the ands limed. candy that the *SS in this rad se as,.a at lhattin test welds ware Pulled, waWad, and lea in 3091:10M3 wet the rerlsareras d sorban 4 d ANSIWWS 01.1, ( oxisaaeL Manufacturer WESTERN SLOPE IRON 8 SUPPLY' Authorized By One 1 WESTERN SLOPE IRON & SUPPLY Welder Qualification Test Record Page 1 of 1 MARK 8 5 WQTR No. MARK B 5 WPS No. 3 (B-U2a.GF) Weider Name MARK BRIDENBAUGH Revision 3 Welder Id AA Date 5/2512003 Variables Record PrxeSS (Table 4.10. them . Transfer Mode (GNAW): Type Manual 0 Number of Electrodes Current/Polarity AC 0 • Position (Table 4.10, ttem Weld Progression: (Table Backing [Table 4.10, Item Ca umable Insert (GTAW) Malarial/Spec. A36 Actual Values Used In Qualification (1)) GNAW g Q Q Qtofdxatlon Range GNAW Short-Ci=ng Manual Q Madnne Siegle ® Multiple ❑ Globular 0 Spray Q Semi -Auto ® Auto Q 0 ® DCEN Q Pulsed ❑ Short -Cir. Q Globular ■ Spray Machine 0 Semi-Atdo ® Auto Single ® Multiple Q DCEP ® DCEN o Pulsed (4)) 2G ACM DCFP 1F, 71, 1G, 2G 4.10. Item (6)) Up Q Down 0 (7)) Use Badurg ® Use Insert 0 to A36 Up 0 Down 0 With Backing ® Without Badang ❑ Math Insert ❑ Without .insert Q All Group I & II Materials Thickness (Plate): Groove Thickness (Pipe/tube): Diametet(Pipe): Groove Fillet Notes (in ) .375 .125 - - - - - - .75 in Fillet ( ) .125 Unlimited in Groove ( ) .125 .75 in net ( ) .125 Unlimited in ( ) >24.0 00 in ( ) >24.0 00 in 'Qualifies for Back Gouging Eger Metal (Table 10, Item Spec. Class. F -No. Gas/Flux Type (Table 4.10, . Other (2)) A5.18 SPEED -COR 6 E70C-6111144 E7XC-XX Item (3)) 90(10 AR/CO2 90/10 AR1CO2 VISUAL nspecnom (4.81) GUIDED BEND TEST RESULTS Acceptable Yes (4.30.5) Type Result i Type Result ROOT - ACCEPTABLE j FACE .. ACCEPTABLE _ Fillet Test Results (4.30.2.3 and 4.30.4.'4 Appearance Flet Sae - - Macroetch Fracture Test Root Penetration Inspected By SCOTT L Desolation MAXWELL / OAM Test Na. OrgadationWESTERN SLOPE IRON & Sl1PP8722/2003 RADIOGRAPHIC TEST RESULTS (4.30.3.1) Film Identification No. Res,ilt Remark Interpreted Organization Test Dale Iiia By at 1 • / No. \ 91 \ C t We, the undersigned, certify that the statements in this recond are coned and that the test we %vete prepared. , and tested in accordance with the requirements of section 4 of ANSUAWS 01.1. i 2002 1 Structure] Welarw CodeStasl. WESTERN SLOPE IRON & SUPPLY Welder Qualification Test Record Pagel d1 MIKE C 5 WQTR No. MIKE C 5 Welder Mare INCE COLE Welts Id V WPS No. S (1144a -GF) Reber 3 Dae 4izn Vedaq Record Adus Vain Used le Ooa®otloo Oo-cyioe Range s Presses (Table 4.10, Mem (1)) GMAW GMAW Transfer Mode ® (GRAIN): Shod -Cir. 0 Clobber ❑ Spay Type Maul 0 Matra 0 semaAule El Ando 0 SuFCcaflg 0 abater ® Spay Mama 0 Macrae 0 Seri - Auto El Auto 0 Number of Eltrodes 0 0 Snub El Maple 0 Sink 'burgle CartaPardy 0 Puked 0 AC 0 DCEP 0 DCEN 0 Puked 0 AC 0 DCEP DCSI Palen 4.10, Item 2G 1G, 2G, 1F, 2F (Table (4)) Wald Prapaeroc 4.10, !ben Up ❑ Down ❑ Up ❑ Down ❑ (Table (6)) Berg [Table 4.10, Nam (7)] Ue a Bardag 0 Carrnehle Insert Use beat 0 Nth Badag El Without eaimg 0 With heart 0 is heed 0 (GTAW) Meterespe: A30 b A30 GROUP 181 MATERIALS Thickets (Plae): Grmre ( n) 1.00 .125 - Uldballed k Uabolled k Flet ( ) .125 - Thidus (Pipe tut e): Groove ( ) .125 - unbelted be Filet ( ) .125 - Unlit In Ole neten(P e): Genova ( ) - >24 CLD. is Flat( ) - >Mas in Notes 'OUAURES FOR B DIGOUG LIG Fie Metal 10, Item (Table (2)) Spec. AS.10 Atli C1ee. ERIC -SM N4 vxCaa F -Mo. Ge/Fla Type (Table 4.10, Item (3)) MEG AWCO2 91111 ARIL@ Other VISUAL INSPECTION (1.a.1) Acceptable Yes GUIDED BBID TEST RESULTS (4305) Alt T� � Rant Type Reed / 1! SIDE 5®E LE ACCEPTABLE ACCEPTABLE f!' 1 600 / Fiat Teel Reeds (4.33.2.3 and 4.3.4.1) Appearance Fiat Sus Macreich De ration Frariae Test Root Penetration Inspected By CHARLES IL JQNERCAM Test No. Oryenoadii . WESTERN SLOPE IRON &SUPPNON2004 RADIOGRAPHIC TEST RESULTS (4.t3.1). Fin 'Saltation No. Rand Remark trJ..1 6i By a Test Na Der We, the undersigned, middy that the statements be dile rased ace correct ad that the test welds wee mewed, wdnled, ad WNW in flee flee is of section 4 d ANSUAWS D1.1, ( 2034) mucus Welding Cade -Sled arzadrna wile ra Lbws darie nor WESTERN SLOPE IRON & SUPPLY Authorized By CNARL.E3 ERI " Dae 4!7732014 a -c -r cc._rr rran•i; TItThedsaialc«mwyy. FAX RIMER SHEET TO: A.4 /MIL r : X66, i.M..A -4 f NAILING ADDRESS: TIC JOS M2068 SODA ASH FEED PROJECT TIC 1N MARE OF AMERICAN SODA 2717 COUNTY ROAD 215 PARACHUTE. CO 81636 PHONE V70-2$5.2170 1 V•J 1 US,JOV iJ COMPANY NAYt .yl�,4 FAX NO: `iia - 9.4,SL fl73 SNIPPING ADDRESS: TIC JOS 542055 S00AASH FEED PROJECT TIC IN CARE OF AMERICAN SODA 2717 COUNTY ROAD 215 PARACHUTE, CO 81635 FAX.: 370-2/5.2113 numer ofpm:ja� J COMMENTS: .-4•1-a heists. �T a//'r iw j&r zrs# iwdv a qf ad. aft 7X i,.Jet This t. ,.a. trarontioian is intended for the recipient as Indicated above The information contained within this document is coMdsemi Ursrdhottrod distribution of the contents of tib doe meat, In full or pert, is sdfeny proMblent. It you bees rea ivsd this nage in error, Piero natty us India* by the telephone Sid above ::- =Vcc: -mum; 1t 1 u. 1LIV77.-/cCJ 1 TIC • The Industrial Company II Rflrlea Itemeoll Iralle6 en Inc ASNIE Section - Welder Pectoonanne Qualification (WPQ) 16.6.1••••• (Vorriers Sire L.170-.6..Eanaa0 FriOTKR-1,777 .• Niel IN 1.-OaRgeRlth-:71=77:-• ; rammar • -7..77 ! anon . TR • The ROSIN Cots" 1031r ISTALS Coke . - - — --•"•-•=lonial• - tat • : • ..-.;r'r.- ?cr-='-ttiv• cetr -num: I U :C7Je:Jte J TIC • The Industrial Company 2211 9k Rigor Ilea SUMS liprings CO IOC AWS D1.1 - WAldw Perfannina Qualification (WPQ) westreator Wields rour_7.:•: L00117. ALL1000:0O L iikteries • renikyrsimr-:::-C€÷7:1C-Tioliatminal Cafl 120t0r0C---7- _ - seal rgirii. 4.1S11"4"1111-(Wilalligii€CL: SW= :"L-a*-1.LI MI5" ?Li KAM MARAIS Roc Itre. 2 irspwart•;-0.71.7-r.--_-:1001.011m %as .141.••••A".=.1=...7.-..-= Plow visas; ASO Ma:LW COM • 0.127 MS Oil Can 07170 • sume wawa Pis • Anon 0:00/22: 0110 Win Orogic Re Siat (1-.1"-.143100•0 Pr ally) 1,41e0slas SSA 90111 - - 311 •IG 77; -7.71 -r" --: • ::74----ZtttAi. Al -zzjazt=--17-..=..-_.:=..z.-==.32;'-:-_-.-7:4..n.7-:-_:::=S-1:77. :277 rc•-•arL--7, 7: Van Rio 0.106 -LAM vista 1 20 no OE I Vaal onammix. EaLl AJ.I us • *MOM • 1'4.10 aer ..,,—,..=:-LI-aWVier lpia-7- 7C2W-r_, ...,r,=!...„-__....----- 1.1 • r a a Fir S 4 Witiriliarn al NI Mini 07 rei: .:"Siii::: '''''F:tr't7 :Ir.:* I -'7.7.t77:-r4-...-..::?...,.. •... . j4:_ - . , - .. 2.7: --. 7 -arz:=•-r 7---.. . .._. _ .._ . - . Ziredifflas MS v.. "nt stimmY Wpm C1.77C1111:1• 102C0S000.01t. KINN 111Amor on ores Is we •••••fl wee 1011•1•411.1•111•11 toss As vo•••••ars 010essansoLi imeatiao oast OA St Pis Sas irmers"•"‘"-- aidibiera. 1.111•••11114.11.21. Sar smart FESS Ws Ma giminema .11W7.1 =r_r- -ccc, cc. .0r -nu'�. •11C -le IPercY1A1r MS Pigtail 1u; 1LTJ'*OOC'i.7 TIC - The Industrial Company all es war nit, epenbarW OW CO War AWS Dt.1 - Welder Performance Oallfieien (HIPC) 9Pi rS Ire Maim z. 11/7/01 �y�_ �-re re20102 eliereserer.aPr M0.1 le 0 F. �_c :was o1.• ... • _ _ „-.si✓ _ _'Es_T r.str_,_ '_aar--�11v.�u•al_c:r.�_ PIM 116114MOMUMM tee 110 PAN San ICBM - _—Ja— —_ I PSI . Ova MP PAM Poi are Sep lr Glup MIt Tl - P SBI —Sim 11b Posse. Pal Heyer (ere (PJP eq) }eel w (swamp AS 1P0� One 11.13ea 0.116 inn. 0.1212 Nis. (AUG Pen. See. re —Par Mer 1 PC- rwr lielivele Freer Puree Al N 4 111 - UP W YP Soso:. .. 91AtPJsbalet ll-. 7aM Neel%Gm Ai✓9 1111.00101 Gee 2 MweY re tends Mr 4.8.2.1 Fl. 4.13 -Oggrr -OM 01.1-T49 G7MH1lOPla ver eveeelaPe A20.1 -nlee!SW br•TIC- NMeem TIC- ne was Ceaan r1C-laLaa ..-Ale m.1 -1v9 - PYA •4a 0aG reel 4.11.1,1 canary r Oriee n, eel aria Y= _e.w� r'C-C1:1174 PJC: •J.r Wilernmile OEMs I Oven' PAIN atwnw. i :tawny nine DMUS {pQPOJNOPICIl eMF1te 1 7IC • Tv Iasi Cowry TIC - The Industrial Company 2211 ErlOarla. Esint6N - O�1 qct- Wafter Minteer— (WML4 weir lltrans kellog pass Pa MIPIWPS —17-10:friab WPM saw eew rtar L. man. awl Cap e—r–gigrifi ors ant =2 AMC ea▪ t am ICU air mz .mr ms .tan = 471/37 ®s 47 a,, ®1 Ca Srwmrortatl I a. ° .' qrI..s. imine, i ,nomle ii RS entew LISyen 1 ammo. ..q 1 el I nrr 101t Yon MS Yea Nw..q ,tin/ea Ms Vim! „mea NyYw i Immo ' wrr.w ,m,m®. _____Sepr.10111• 611101•1111 IS Mrs awn, swirls el 3 7C'-C-^aIY1 tic ; QCT rr a l; .alga MOO ' I .Main 111. " 10 NAW 1 elle CelfO SWOTS I 0001011117117 117C•111,S— i aril I . r WaaOPaOOW Paais0ps 11C • The Induce Company x+, atear nad wvrs:allnare ow *Ws • Walder Nainhrunoa Lag (WL) sem larVitaion rW1�w4iDr Am1a ea as Cali Nen rues SSW /AV A -Il: A41.1 A111 h -Ill MSI AAl1 A0.1 A1a.1 A 16.1 A-15.1 Atal A.n+ 416.1 411t A.1e Ar10 Mal 4191 MO a 111 ►161 41111 A-161 410.1 tee A•01 A41 AAI AAI AA1 AAI AAI AAI Ae1 A4I Arbl A41 A01 A41 A4I 441 AA1 ASA 401 401 AAI Marl 001 a ,rW aav 410 407 4207 4asr COM 47 a- QOM 001 OT 4010 01010 Gale ell Oto ON aalo 0710 11111 Yaw 1131raf Cie N11 YEA Cie 10i Y4W0 693111:01 1011 Y111 41704001 IOCYary 7a0011 N11 Yaw lea Ina YOaa el 100 Ye•O ip1rf O TOM 11m07 ION YOaa 117131CRO Na YoNO itAttl i Na Yawl We Na Yaw Na® Se env Me ea Wou1W We 1A Poe 1Om Oa AAA 111e7 Limn PVP 00020 MOO el 10012000 Psis SIRS YIN= Se 'AAA MO= 10e raw 40a00e7 ea TIM 101120 le T11.0 ai aaaa YanaI lan7a1 �a_0a I Ilial KIS Tani Waal IG later Kris Yur0 NY Yr0 Na Yaw” a!Ye" NaYq lOa Yary 17e1Al MY MAI 110007 1011 Yaw' .. lint= Ms "cc 10111.770 Na Taft OOCra Na Yeas W>ala7f a Was _ W2aam i late' 7NINOi Iran war aOf� Naw Pr IBIS raspIona n ant Pr van* as warns on= WwP141 gra hatart1 I0l1700 1.10ww01 s Casual Nes s q.— 2B'd PS :9T P002 -0T -00N ON es' Co+rpany. POUR r p PLAC a -.-I ` • d4T- - POUR DATE CARD • • URThe 1 7.S_Zerr 0 .{ PROJECT A. S a DA - -- c)• 0= S'rL_eS JOB FL S2$'1. # 4? n_55 DRAWING IWREV. Goyo ere -1-Qat t(Re, ELEVATION/COORDINATFS ea -S28_ LOCATION HpepcNNr£ CC�Srrr< DESCRIPTION _cabs to.)6.2a-oe itNl0F.Pie-c YrT -coos Asp -•Fc_r_el - PRE -PLACEMENT INSPECTIONS VERIFY THE FOLLOWING: Foreman TIC QC Civet if teq'd Comments • Subgradecompaction frit" (7 clev1.54uC6a.4 Sate- * Formwork; tor location. elevations. orientation. i?f '.T ••6k• tokrrrces. chamfers. cleanliness e a • Forte are proports tied and braced or stoma E L i • Rebar: six, grade. support position. MeeMeCe r F C. -T • Constructive Mims; pm -oat -mien and cleanliness et f-, r N 4 keyways and waRlnmpi L • Embeds: quantity. rmteriaL location and size: +f NI A A Piping 9. Plumbing 1 C Electrical n Fvumural E. Other * Anchor Bolts; alrmmrenL projection. elevations 1) i- NIA • Placement area preparation; dean. moist/vapor barrier r<.:. cc " Ayailabrlity of adccuate plocine equipment and " F T r -T materials: marine arca menaced -- - Provisions !or houeold weather concreting P r t A • Provisions For curing $ F e -r cwt.,— cdr...4prw,AA PLACEMEIY/POST PLACZlRIT 1NSPECTtO. S * Independent laboratory performs regained tests: F,F Cr I check that results meet deign criteria • Batch weights on truck tickets are per mit design. 141 J " Water addod by authorized person & recorded 1 7, F r. -r • Placement within batching. and mixing time limiu , • ! e• -r • Consolidation. free fail. lateral moyrencnt r'a 1 • Any additional embeds are properly Located . ' /C7 G T • Specified finish Ir .;-•v'..: r_T rf-2 "z)'^ " Implemenraiion of hot/cold weather practices T:F s T •P•• come .radices re• •;ta..• -v:t t '=- • r" Form work: shoring & restudy; removal time el (_l F r • Contral joint locations PPP r Z ,EAS Foren ardt te: •p- it Sf•PT' en( Type concrete. Quantity: SPECIFIED CONCRETE too 'TIM Mix Design It: icAn rales TIC Q.a/QC MgrDate•. r. T..rlee KajsbLo* 7. 7S- Desire SIttmp: L1 - lientt if rcq'd7/Daue: Additivn• a -- £0'd SS:St vow -OT -fGN The 1 +r. CONCRETE PLACEMENT REPORT PROJECT S . SolM JOB i DATE (7 S• Pr O Y REPORT BY Codr In MAra CONCRETE SUPPLIER POUR No. o/ CA -S111 [ 1 1..+ 0, DESIGN STRENGTH dr ooa P51 DATE PLACED / 7 t' A r O 4 (tee Couctge Release) AoI_ 47 IT S B•6 LOCATION uN-oNS METHOD CFPIACEMENT TTY. Calculated QUANTITY ,4 r (,utJ'Yc2 — /flit. I- 6 ''--' -7 / , 2.5 cy Actual 2. 7 .0 cy (total truck tickets) TRUCK TICKET NUMBER CUBIC YARDS FIELD TESTS UNIT WEIGHT CYT. ID WATER ADDED (ante). SLUMP '•: Si" ; CONCRETE Uncles) 1 AIR TEMP. CALC ' FROM BATCH . ACTUAL MEASURED C777 9' 3 7 75. 3 4/ �. 1.46 i O777c4 J.o O L ti tre'd 9S:9T POO? -91-nOl ��e V� HEPWORTH-PAWLAKGEOTECHNICAL REPORT unty Chromed Springs, CV P1^r P' 1 COTe e: 970 -Roes C Phone: 870�S79mt 5414.54 Fox:9T weacsc hPeea�hpglach.wm OF CONCRETE TEST DATA Castle IndusMal Job No. 104 262-2 Gil Lee Date Cast 9-17-04 P.O. Box 1877 RIHe, Colorado 81650 Sheet 1 of 1 Project American Soda, Soda Ash Feed Project, 215 Road, Parachute, Colorado Placement Location: Unloading Slab Footing Supplier. Casey Concrete Time Batched: 7:17 Cubic Yds: at of Truck No: 33 Time Arrived: 8:10 Ticket No: 077793 Time Placed: 8-.30 Mix Design: 4000 modMad Method of Placement truck Sample Point truck discharge Time Sampled: 8:45 Slump: 3% in. Ar Temp: fib' Air Content 4.5 % Concrete Tamp: 7r Wat Unit Wt 1432 Pe Water Added: 15 gallons Specifications 331 in. 1-5 % Slump: Alr Content: Time Cylinders Cast 8:55 Initial Cure: 24 hrs onsite Field Storage: water Date Stripped: 9.18-04 CyI Temp @ Pldc Up: 75' Min/Max: 50/80' Compressive Strength Age Days Date Load Poe_ Diameter in. Area in= Compressive Strength psi Remarks 7 9-24 44,800 4.02 1269 3530 14 10-1 52,000 4.03 12_70 4000 28 10-15 64,200 4.03 12-76 5030 28 10-15 66,000 4.03 1226 1 5170 F Specified Strength: 4000 psi © 28 days Prowess Report: Contractor and supplier _ . _ were notified of test results. Tim Hayworth Copies: TIC - Chad Taylor Cony Caminito Shawn Vanden* Michael Evans Field Techniaan Reviewed Sy SO'd SS:9T POW, -OS -1IN Tr r The inn wmt•( Cprrtpmgy. CONCRETE PLACEMENT RELEASE - POUR CARD 1 POUR • pa. POUR DATE; 3t/ rte• fel o V . PROJECT A/nFPIl*1 Se AmA JOB* ` DRAWING 9/REV. Coto NO 1-.7612 aE j ELEVATION/COORDINATES 5,24 s• ? S LOCATION . FVeroR Pa— rESCRIPTTON &tve{7ne par P!t_.Fs 4' DoMAfuer f,. -&s Tr - PRE -PLACEMENT INSPECTIONS VERIFY THE FOLLOWING: Foreman TIC QC Oieot if rcq'd Comments Subgrade compaction RF LT au A • Formwork: fox location elevations. orientation. grP Wil N /F tolerances. chamfers, cleanliness • Forms are property ned and braced or shored NA- sr Q N A * Rebar: size. grade. support. position. clearance $ir 1 ! I&Jf LI'' $7 alt. • Construction joints: preparation and cleanliness of MA ti A kevways awl waterscape • Embeds: quantity, material. 'oration and size: N 4 v M A Piping B. Plumbing C. Electrical D. Structural E. Other Anchor Bolts: alignment_ projection, elevations $f Al p.+ A Placement arca preparation: eltan. nooisttvapor harrier Et (-r I u A * Availability of adequate placing equipment and RF LET ti A materials: staging arra prepared -- • Provisions for hot/cold weather corm -ming g t- (:r Y A ° Provisions for curing 'Cr f. aU A PLACEMENT/POO- PLACfIE\T t\YPSCT IONS Independent bboraton performs required tests: jF / ' fir r . check that results meet design criteria • Batch uesghts on truck tickets ate per mix design. • Water added by authorized person & recorded • Placement within batchine and Mi_eina time limits ICC f C -T • Consolidation. free MI. Lateral mo.tmcnt :2,,r G_7.. • Any additional embeds are properly located rif C r • Sp -sifted finish (4 CT • Implementation of hot/told weather practices Prover Curing practices //�� Ir! CT Form work. shoring & !eshorini removal time it t r -_ PL C 7 Control joint locations RELE Foreman/Date: Sr 9 11 01, SPECIFI CONCRETE Type concrete: Mix Design It `& C car Quantity: fi r i+ eras Desitin Slump: y IC QACC M•r#Dute: rlfri , - Additives: . p,.Y A S 4 Design PSI: Moe+ Iland if req'dllDare: Additives: ['mica g• air 61 oncre a Supt./Date: 9Qd 00 :Lt P00? -0 -CON IThrCONCRETE PLACEMENT RELEASE - POUR CARD ictieurtrialconwany. POUR I/ &3 POUR DATE; aq snar 044 ..„.._ PROJECT I!- Son.* - • JOB M DRAWING WREV. otrAt 4' el 4-26/0/Z o ELEVAnasucooRoimATIEs .52 88 - A LOCATION LA 11-1 0 OA n i rat 1',r DESCRIPTION ty, , Pt 1 LS . PRE -PLACEMENT INSPECTIONS VERIFY THE FOLLOWING: Fontenot TIC QC Cram if req'd Comments • Subgrade compaaion • Formwork: for tampion. ckwarions. orientation, RE (LT SG isaMis LAP teMil U. a tolerances. chamfers &Sines • For= are properly tied and braced or shored 3 F ( r • Rebar: size. grade. support position. clearance • Construction imrautegcoation and cleanliness of i3Er r .7 keyways and waterstops • Embeds: quantity:material. location and site: - FS -F C T A. Yjojna 8. Plumbi n C. Electric[ D. Structural E. Other 13+- -`4 s. new- /to ,r5 • Anchor Bolts; alirrnment. projection. elevations stal A • Placement area preparation: clean. moist/vapor barrier " Availability of adequate placing legitimise:az arid -1?-fr C.2 Pk i.....r-5' materials: staging area psiared • Pro‘isions for hot/cold weather concreting W A • Provisions for curiae 1FF I T 1 iskialtiva Coy PLACE MIXT/TOST PL4er.31ENT PSPECTIONS " Independent laboratom performs required nem f r r L., yr, cheek that results meet design criteria • Ezra kt eights on truck ticket; are per mix desip- • Water added by authorized person & recorded * Placement within botching and mixing tune limits " Consolidation. free tall lateral movetnetti r r , Any additional embeds are properly located C. r c -7 i' Specified finish C. -r - Implemenudon urhuutult1 weather prattlers -et - Proper curing practices e r c. r t• Form work: shonnz & reshoring tenlenti time ef CT "' Control joint locations 13E ( . r RELEA sEs 0,,,, w ForemanfDatet 7/23 nt SPECIFIED CONCRETE Type concrete: floor T a Mia Design e: rpm Anci Quantity: EtS-C‘r• Design Slump: Al TIC CiA/QC MgrfDate ra qc.,y lea 1 0 in ienti i I' rerrri yr?? w AddithiCa: fkly Pic u Dcsign rsi. /jaw Additive:: Design 'X- air 4 cy,_ Concrete Suptilptue: LO 'd ?O :LT POSE -0 T-fICIN ifirlir kdeustrial Company. PROJECT DRAWING 4/REV. LOCATION DESCRIP770N CONCRETE PLACEMENT RELEASE - POUR CARD POUR # POUR DATEnye' oti 'er fl Sema JOB # -1 ea ELEVATION/COORDINATES .5.2_81 Pee "Fs ji. c A! Loose &r Si O. A. X 12' -.5" /a " -1 -PLACEMENT INSPECTIONS 11! VERIFY THE FOLLOWING; • Sub rade inirbn r c -T @ Formwork: for location. demons. orientation. Er GT TIC QC Client if raid (olerances. chamfers.. cleanliness • Forms are properly tied and braced or shored • Raul- axe grade. support - position_ clearance • Construction joints: Mamoration and daintineu of keyways and walerstops * Embeds: quatary. material. location and size: A Piping Comments O144 oar ula •tiee L. .1 --Clads e r) Rect.; 8" r r T c1. B. Plumbing C. Electrical ILA 1 D. Structural E Other • Anchor Bola; alignment. projection. elevations Placement area preparation; Cent moistIvapor barrier • Availability of nieoume _placing equipment and materials: staging area prepared • Provisions fur houcrold weather concreting * Provisions for curing t_T F -r C ."7" Ptv-LP PIA CflIENT/POST PLICEMEtir ixskscnoNs r• Independant taboratory performs required tests: check that results meet design criteria Batch weights on truck tickets are per mix design. • Water added by authorized person & recorded • Placement within batch:11z and mixing time limas • Consnlidatio,t. fret fall. lateral movement 'Sy additional embeds are properly located • Specified firush Implementation ot hooeolel anther practices • Proper curing cacti= X, dr CT 3f - .9-• r ,T • Form work: shonix & reshormg removal nine " Control joint locations RELEAS ForermaDate TIC QA/QC Mgr/Date: Clienn if req'th/Due: Concrete Supt./Duie: lir C-7 r r rr Cr tr/ SPECSPECW1Eq�ICRnE Type concrete: --,09 I Mix Desiim #: rope Quantity: #/.5-eyr Design Slump: a/ Additives -Fi-r ,t;& Design PSI: egcs,0 Additives: Dsigo th air .. % •• N• 1 • 88'd Tifindustria/Companyi PROJECT DATE R Si, OA 0224 6r AT D'-/ PO :LT p002 -9T -f ON CONCRETE PLACEMENT REPORT JOB* REPORT BY E» *- F� CONCRETE SUPPLIER tt, p ; _ DEMON STRENGTH zi Jo0 PSS POUR Na Q Z_ , P 5 'D''/ DATE PLACED <::- 2?r4%' 2 =` /f Noe Concise Atkin) LOCATION i4 T ,'r e :. Or 14 bi NC.r, , 4 I�»u o 1'r taiwz 11a,5i An" 5net 4.. METHOD OF PLACEMENT .•. (' J R. QUANTITY: Calculated /9- cy Actual .Ql7 cy (total truck tickets) a_ ►r - — - FIELD AES+a UNIITWEIGHT TRUCK TICKET NUMBER CUBIC YARDS SLUMP finches1 IF AIR CONCRETE TEMP. CALL i FROM i ACTUAL BATCH : MEASURED CYL ID WATER ADDED (moire) + o7 1 4 _ I a./ o - a /6 r v j i i =. 1 t 's 3 i Z 1 S S U 1 s 1 ' r 60 'd SO:.T 4002-ei-l0N 5070 County Road 154 I� !itrWoftrti n'tWLAft secator NIDAL REPORT Glenwood Springs, co aiadl Phone: 970414649116 Fax• 970-9468404 negaterpg9etaen.wre OF CONCRETE TEST DATA Castle Industrial Job No. 104 262-2 Gil Lee Dete Cast 9.24414 P.O. box 1877 Rifle, Colorado 81650 Sheet 1 of 1 Project Arnerican Soda, Soda Ash Feed Project, 215 Road, Parachute, Colorado Placement Location: New Unloading.Wella&Footing Supplier. Casey Concrete Time Batched: 12:34 Cubic Yds: 10 at 10 of 20 Truck No: 7 Time Arrived: 1:31 Ticket No: 077921 Time Placed: 1:40 Mot Design: 4000 modified Method of Placement: pump Semple Point truck discharge Time Sampled: 1:50 Slump: 3% in. Specifications Air l emp: re Air Content 3.4 % SIuMp: 321 M. Concrete Temp: 8Y Wet Unit Wt 148.4 Pcf Air Content: 1-5 9 Water Added: 20 gallons added by pump operator Time Cylinders Cast 2:00 Initial Cure: 3 days oeske Field Storage: water Date Stripped: 9-27-04 Cyl Temp ® Pick Up: W Min/Max: 60180° Compressive Strength Age Days Date Load bs. Diameter in. Area ire Compressive Strength psi Remarks 7 10-1 49,400 4.02 I 12.69 3890 7 10-1 52.600 4.02 12.69 4140 28 10-22 67.400 4.02 1269 5310 28 10-22 66,800 4.02 1269 5260 F Specified Strength: 4000 psi § 28 days Piuyress Report: Contractor and supplier were notified of test results. Because access gate was locked over weekend, cylinders were onsite for 3 days. Copies: TIC a Chad Taylor Casey Concrete — Shawn Vendetta Tim Hayworth Michael Evans Field Technician Reviewed By LO :2.T 1700Z-0 T -CON Emak:striaCompany% The CONCRETE PLACEMENT RELEASE - POUR CARD POUR # ri5 POUR DATE: 4./1 Styr o'( PROJECT DRAWING #fREV. LOCATION £L.t ^ p t r 9w.4ioa PIDIU -- S.G.C-,. h-$o0A JOB4 c -mc'(O 4- %,101 !� ^I ELEVATIOWCOORDINATES St 7 a C7 DESCRIPTION PRE -PLACEMENT INSPECTIONS VERIFY THE F01S0510140: Sabgrade compaction Foreman TIC QC Client ifregd Comments RF err ALES 1° Formwork. for location. eIenriors oneottion. tolerances. chamfers. cloudiness r3 • Forms are properly tied and braced or shored tRie 67- • 7 • Rebar. Sint, Prader corm. position. clearance • Construction joints: preparation and handiness of f -T i T keyways and walerstops • Embeds: quantity, matenni location and size: A. Piping B. -Plumbing C. Decuirrl D. Structural E. Other ' Anchor Bolts: alignment. projection. elevations s Placement arca preparation. nuell..yut batt le • Availability of adequate placing minimum and maserials; staging area Prepared ' Provisions fur hot/cold weather concreting is or e. sf it-7. ft'tnP ' Provisions for wring 1 Ar Cr PL:iCOLD.-1IPOST PL.%CE?ItiT LWECTIO?S • Independent Iaieratexy rierfnrrec rwlrrvxt nae. PF NP check that results meet &Sign criteria • Batch Weights on track helms are oat at design. Vl'ater added by authorized person & recorded i 7- • • Placcmem within hatching and uridine time limits C7 " Consolidation. free fall. lateral movement f3f Sr • Any additional embeds are properly located Specified Snish GT o Implementation of hot/cold weather orrice; • Proper curing practices • Form work: shoring & rottenly removal time • Control joint locations CT RELEASES ,PorcdDete: —c TIC QA/QC M&O Clients if condi/Date: Concrete Sups:Maze: /To/p C- T�/J b!� SPECIFIED CONCRETE Type concrete: -,i Y.t a Mix Design 4: 6gaaess, Quantity: t. Design Slump: yr' — _ Additives: F,." *s w Deeign PSI: zs(,sse Additive:: Deciw ek air: ,S l 1 rm ? .\ - Rat '.•;t.n 1 ('..n.'rdc 19.iamcni KcIca,c Pour Cavi RC. DAC %.rek"LI iT'd nirnastrAWCompans. PROJECT C JOB i DATE e r REPORT. e.. 7 n CONCRETE SUPPLIER BOLT '6 -OT-mN CONCRETE PLAC.EIVIENT REPORT POUR No. O (see Cower Release) LOCATION METHOD OF PLACEMENT Pu r QUANTITY: Calculated DESIGN STRENGTH DATE PLACED Zi Sr.07- °LI Acton/ .:3 Cy (total muck ticked) TRUCK TET CUBIC NUMBER YARDS SLUMP (inches} FIELD TESTS q - AIR UNIT WEIGHT CALC CONCR..eTE FROM ACTUAL CYL TEMP. BATCH : MEASURED ID C7 TT J PSI WATER ADDED (oiYitC) 8 ZT'd OT:LT pea -OT-noN . 1 HEPWOR FI-PAWLAK 5020 County Read 154 Glenwood Springs, CO 81601 Phone: 870.9454988 GEOTECHNhpgeICAL Fu: ftlipfrat.i4 o�hpgeotadl.eem REPORT OF CONCRETE TEST DATA Castle Industrial Job No. 104 262-2 Gil Lee Date Cast 9-29-04 P.O. box 1877 Rifle, Colorado 81650 Sheet 1 of 1 Project American Soda, Soda Ash Feed Project, 215 Road, Parachute, Colorado Placement Location: Bucket Elevator Footing Supplier. Casey Concrete Time Batched: 6:45am Cubic Yds: 8 at 8 of 23 Truck No: 22 Time Arrived: 7:35 Ticket No: 078013 Time Placed: 7:45 Mix Design: 4000 modified Method of Placement: thick Sample Point truck discharge Time Sampled: 7:50 Slump: 3% in. Specifications Air Temp: tis' Air Content 3.0 % Skimp. 3±1 in. Concrete Temp: 67' Wet Unit Wt 146.3 Pcf Air Content 1-5 % Water Added: 0 Time Cylinders Cast 8:05 Initial Cure: 24 les onsite Field Storage: instil box Date Shipped: 9-30.04 Cyl Temp ® Pick Up: Sr Min/Max: 76189° Compressive Strength Age Days Date Load lbs. Diameter in. Area int Compressive Strength psi Remarks 7 10-6 61,800 4.02 12.69 4870 14 10-13 72,200 4.03 12.76 5660 28 10-27 79,600 4.02 12.69 6270 28 10-27 79,800 4.02 12.69 6290 Specified Strength: 4000 pet ® 28 days Progress Report Conductor and supplier were notified of test results Copies: TIC — Chad Taylor Casey Concrete — Shawn Vendat% Tim Hayworth Michael Evans Field Technician Reviewed By ET •d ET:LT rot - T-1oN TIC Compares CONCRETE LACEMENT RELEASE • POUR CARD POUR K p( FOUR DATE: — 04 ROJECT f} Sorg R JOB N l•11V1NCWR&V. CGoYv 46 •f "eel -r to ELEVATION/COORDINATES 5-2E3 i . st. ()CATION Lt 1,-)I..di R 4 •"t fa rESCRIPTION gnrp .) err t S X t2'— S3/.L' PREPt.ACEIMEfff INSPECTIONS VERIFY THE FOLLOWING: Foreman TIC QC Client if raga Comets • Sub. •eco • Famtwork; for Iceanon. Snakes. orientation. ( CT Win tolerances. chamfers. cleanliness • Forms are properly tied and braced or shored RC C • Rebat size. grade. supoon. poSirion, clearance F.F r .T • Construction Mires: preparation and cleanliness of RF c z keyways and waterstoos . Embeds: quantity. material. tocatian and site: /3 F C.T A Piping B. Plumbine C. Electrical D. Structural E. Other • Anchor Dohs: ali runent. pro Action. elevations • Placement area preparation: clean. moist/vapor barrier ' Availability of a. -•uaze placing ,III. meat and y LY Few. P materials; staging area prepared Provisions for hot/cold weather concreting Provisions for curing OF C .'C PL%CftE%T/PfST PLACE%IENT INSPECTIONS Independent laboratory performs required tens: Re G7 check that results meet design criteria Batch weights on truck tickets are per mi[ design. R �7 • Water added by authorized person & recorded erica C .T i Ptaccemmt within botching and mixing time limits ijF (fT • Consolidation. free fall. lateral movement 4r c r ` Any additional embeds arc properly located Specified fetish ,/i P' CT • implementation or botlatid weather predates Proper curing practices /3 r C T • Anon work. shoring & reshotin2 removal time pi— C i • Control joint lucuions 4/= C T RELEASES neem ndDale: gF S' • at r rJ e( 1 SPECIFIED Type commie! t -'r -e CONCRETE . - r- Mix Design 0: +:;opo ^•.o Quantity; - '!/, a ..4 Design Slump: a. " - IC Q.a/QC Nfer/Dare: r' T: V is a in pn f n A. Additives: r. -. + , - Daim, PSI s:....+ _ tlent{ ifrut' d1/Date: 1 Additives: Design race air. !• `.!, Supt./Date: Loncretc ,7 tC$ \I.inpai• I'arl :l.-nnl•.•n:Ill (.nom r,..• F'I..,•n..,u 12•r PT 'd £T:LT tow-0T-nON ' H EPWORTH-PAWLAK GEOTECHNICAL REPORT 5020 Ce: 970 Road 1S4 Glenwood Spines, CO 8160, , Phone: od Springs988 Fee: 970-9454454 hpgeo@hpgeo*aeh.com OF CONCRETE TEST DATA Castle Industrial Job No. 104 262-2 Gil Lee Date Cast 10-5-04 P.O. Box 1877 Rifle, Colorado 81650 Sheet 1 of 1 Project: American Soda, Soda Ash Feed Project, 215 Road. Parachute, Colorado Placement Location: Walls, 2% Ramp Supplier. Casey Concrete Time Batched: 12:19 Cubic Yds: 5 at 5 of 5 Truck No: 31 Time Arrived: 1:00 Ticket No: 078167 Time Placed: 1:05 Mix Design: 4000 modified Method of Placement: pump Sample Point truck discharge • Time Sampled: 1:10 Slump: 3% in. Recommended Specifications Air Temp: 65° Air Content: 4.5 % Slump: 4 in. Concrete Temp: 709 Wet Unit Wt 143.3 Pcf Air Content 1-5 % Water Added: 7 gallons Time Cylinders Cast 1:20 • Initial Cure: 24 hrs onsite Field Storage: instil box Dote Stripped: 10-6.04 Cyl Temp @ Pick Up: • MWMax: •P Compressive Strength Age Days Date Load Bas. Diameter in. Compressive Area ` Strength int psi Remarks 7 10-12 47,400 4.02 12.8 I 3740 14 10-19 55,400 4.02 12.69 4370 28 11-2 28 11-2 Specified Strength: 4000 psi @ 28 days Progress Report: Contractor and supplier were advised of test results. TIC -Chad Taylor Casey Concrete — Shawn Vondette Tim Hayworth Michael Evans Field Technician Reviewed By ST 'd ST:LT row -OT -nom TIECONCRETE PLACEMEN RELEASE - POUR CARD industrial Company -YOUR a "O (# 0 T POUR DATE: 1/ at- r L• ROJECf A ; S_o 0 4 i 1081 RAWING 0/RE V. C7oL16 WO —1 , a12 J,¢ l ELEYAT1oNICOORDNATES 5-}-74:--1 - _gra P t , II LOCATION Sc't i"-- Cu !� `rrz2 rESCRIPTION f?„ref;rFLrvAn1e PI lc; Acd_ S 1 Pi -L7 PRE -PLACEMENT INSPECTIONS '&KU -Y THE FOLLOWING: Forum' TIC QC Mint if tegd Comments Sub?rade compaction • Furnworlc: for location. elevations. orientation. F f .T tolerances, chamfers, cleanliness • Forms are properly tied and braced or shored NY C T * Reb= size. grodc, wpm. position. clearance RP _ r .T • Construction joints_preparstion and cleanliness of f•;F C :Y geywmms and waterstnps • Embeds: quantity. material. location and sae: RP (,T - A. Piping B. Plumbing, C. Electrical D. Structural E. Other • Anchor Bolts: aI tptmcat. projection. Lk.*stLute. Kr(' L C - ” Placement area preparation: ale n. moist/raper barrier %;/= C i Availability of adequate placing muil ment and FP .. r% �?ear /' materials: stating arca prepared Provisions for hut/cold w•eatherconcretint Provisions for curing RF GC PLACEMENT/POST PLACEMENT INSPECTIONS' Independent laborawry performs required tests: Be ( -r check that mutts meet design triteria Batch weights on truck rickets aro ger mix design. = C 7 . water added by authorized person & recorded [ Cj7 + Placement a ithin bathing and mixing time limits / 3.P r Pr Consolidarion. free fall. lateral mmein est /SW GT Any additional embeds arc properly Iocatcd nic CT • specified frnisb efi c.T Imptcmenaotion of'noW.vld needier titan , Proper curing practices l5.7-- cr r Form work: shoring & reshdxint removal time fj .. Ca • Control joint loeaeionx REL ES , ^ i nreman/Date: • SPECIFIED CONCRETE Type cota-retc: fit• i ••• Ere: MIX Paeign p: Ar%+ r r4 ea . rr•+ .-y , tC QA/QC Mgr/Datc c -74l�ti tutu. u. Quantity: .; '-,c Design Slump: :' ' t"4 lkey ifmeld #Due: Additives: Z. .,e �: L Design PSI t Rippe. - oncrete Supt./Date: additives: Design a air. 4 04 - L - - - t'a[t F.2 Hun PI:item:1H ltrL•r: Pout card I:a rim.:r�ul"1 inn GT ' d TZ:LT POW -OT -noN • Company. CONCRETE PLACEMENT REPORT PROJECT A ce,n,4 DATE JOB REPORT BY .3s2 r— cein..2z CONCRETE SUPPLIER (01. SE DESIGN SERENOTH I POUR Na C 9 DATF Pf ACED ief met/ c L r 1 (see Comite Release) 1 , LOCATION LA Ae, PAO eri-flla-1- te A 7- I i-c_i_ r METHOD OF PLACEMENT retA.: V Fr C.0 1 QUANITFY, Calculated A, D cy Actual Re c-: cy camel thick tickets) TRUCK FIELD TESTS UNIT WEIGHT TICKET CUBIC NUMBER YARDS surly'', (inches) w AIR CONCRETE TEMP. CALC FROM HATCH ACTUAL MEASURED CYL ID WATER ADDED (onset) Ci.. r ii SI ° 6 sa gatizre-es e.,• f ! I L 22 d S2 :LT bia02 -0 T -CON TrThe teckatrial Canpany. CONCRETE PLACEMENT REPORT PROJECT teg sco OA JOB* DATE /0 .--.7.a. - (74/ REPORT BY Fri4.3.1' r Lulu/LE-TM SUPPLIER ey)-S ref' Down mai= Arc.. Lic PCI POUR No. 0 e? DATE PLACED /0 -2 C- cue (see Cram Release) LOCATION east* res /31- CA,eatEater) ta420.-des--• -e--7q 4. Sr Pr,: METHOD OF PLACEMENT entiv-5--yoe QUANTITY; Calculated i 0 cy Actual ir cy (total truth tickets) _ TRUCK TICKET NUMBER CUBIC YARDS FIELD TESTS UNIT WEIGHT CYL ID W ATER ADDED (onsitc) SLUMP (inches) % AIR CONCRETE TEhdP. CALC FROM ACTUAL BATCH MEASURED CAS?? in i . : I _ a . : I • _ 0 NiCK" Maliwl Pilo. 3 (Arm Cond32 Concrae 1}1.....rnent Report co .ro • key. Dai: 6/011310j 1.T 'd BT:LT VOW -9T -110N S020Read 164 D BIW1 Glenwood Springs, CD Phone: 97O44B Far 97° neater" Y"' hpgeo�IrpgerrRdr• eom CONCRETE TEST DMA GL;ISt eCh HEPWORTH- PAWLAK GEDTECINICAL REPORT OF Castle Industrial Job No. 104 262-2 1311 Lee Date Cast 10-11-04 P.O. Box 1877 Rllle, Colorado 81650 Sheet 1 of 1 Project American Soda, Soda Ash Feed Project, 215 Road, Parachute, Colorado Placement Location: Bucket Elevator Walls Supplier: Casey Concrete Time Batched: 11:37 Cubic Yds: 10 at 10 of 35 Trude No: 35 Time Arrived: 12:30 Ticket No: 078281 Time Placed: 12:45 Mtc Design: Method of Placement pump Sample Point truck discharge Time Sampled: 1:05 Slump: 4 in. Air Temp: 78° Air Content: 4.0 % Cullahete Thine. 70' Wet Unit Wi, 144.7 Pef Water Added: 20 gallons Recommended Specifications Slump: 4 in. Air Cadet_ 1-5 ° Time Cyfiruieis Gobi. 1.15 Initial Cure: 24 his onsite Field Storage: insul box Date Stripped: 10-13-04 Cyl Temp CA Pick Up: 899 Min/Max: 65°189° Compressive Strength Age Days Date Load lbs. Diameter in. Area int Compressive Strength psi Remarks 7 10-18 48,600 4.03 12.76 3810 14 10-25 58,000 4.02 12.69 4570 28 11-8 28 11-8 I Specified Strength: 4000 psi a 28 days Progress Report: Contractor and supplier wcrc advised of test results. Copies: TIC - Chad Taylor Casey Concrete -Shawn Vendetta Tim Hayworth Michael Evans Field Technician Reviewed By 91 d .1:LT VOW —OT -noN CONCRETE PLA.CEIWENT REPORT PROJECT 4 S,9A JOB; DATE (C ACCT oil REPORT BY _ ly4—G►F�7 CONCRETE SUPPLIER Ci}SCY DESIGN STRENGTHS 4rx o PSI POUR Na Q 7 DATE PLACED 11 (sec Cance r r L., Release) LOCATION JCL C V s+ ra,e Pe METHOu OF PLACEhaNT p7 QUAPTITY: Calculated 35—.5 cy Actual 3.5-. S" cy (total truck tickets) TRUCK FIELD Tis UNIT WEIGHT TICKET NZJMBER CUBIC YARDS SLUMP (inches} Sr AIR CONCRETE TEMP, CALC FROM BATCH ACTUAL MEASURED CYL ID WATER ADDED (onsim) • . p y +t ' ^i. G 70 e S4'Y.S Sii3 /SI RS" `T:o it -RI el, ii Y/ S - hG i . � s 8I'd 02:::1 V002 -0T— CON /il co,,,l,u yn Ing CONCRETE rLAC�T RELEASE - FOUR CARD POURS POwt DATA fe 21- t LI —� ROJECT µ Seo„, JOB # DRAWING *REV. 6444,.0 o -I ;1Zct? EvATrnW_17,281-1,NJcooRDATE_17,281-1, de LOCATION ]o1J14 ini S'S rt- (n DESCRIPTION LIPP7s2 tl-1*0LL_S Sr Cc E'Q$tb.e fan— INSPECTIONS VERIFY THE FOLLOWING: • Fennran TIC QC Client if req'd Comments Subgrade ' R i— G r Formwork: for location, elevations. arieraaoon, Ibr a ,7 tolerances. chamfers. cleanliness ' Forms are properly tied and braced ce shooed • gF r.T Rabat: sue. grade. support, position. clearance ' err C J Contraction joints: preparation and ckanlincss of Ap. r .r. keyways and watnstops ' Embeds: quantity, material. location and siu: gF r A. Piping ,7 E_ Plumbing C. Electrical D. Structural E- Other Anchor Bolt: alignment. projection, elevations Se (.T Placement area preparation: clean. meistivapor barrier • Availability of adequate placing equipment and r Cr materials; staging area prepared * Provisions fur hockotd weather concreting • Provisions fur curing Cr C.T PL%CEMENTiPOST PLACEMENT INSPECT/OM ' Independent laboratory performs required tests: RP C t check that results meet design criteria ' Bawl, weights on truck tickets are per mix design. * SF .r Water added by authorized person & recorded RF .r • Placemen w«hen batching and mixing time limits tic r -r • Consolidation. free (all. lateral movement ' 'V. T Any additional embeds are properly located RF r x ' Swilled fi n'sh fr fT P Implementation or houcold uearher practices '• Proper curing practices gf `a * Fenn wark shoring & reshoring removal time • Control joint toe:uiem R EL EASES FueemanJDiue: CONCRETE Type concrete: "Tr -; Mit Design aw TIC Q.-VQC Mgr/Date: c ; etiot.. io (204 gene. Quantity: Pain Stump: '14 Client(if req'diDate- Additives: se— Ef Design PSL: ycta6 Concrete Supr.iQate: fF'i.y Additives: Destgn % air: E' ' d SE:Lt P210E —0 —(10N Me industrial Company. CO ' ET! PLACEME RELEAS - POUR POUR N 9 POUR DATE: i. es -.). c— - ay PROJECT Se n a JOB it ill. 11Rn WThlr: &MI/ .cd.sgo.fu g .20a re f ELENATIOPECOORDINATM Sete s -j, °e' I I-OCATMN • — ten _ a p,L.7_. ,otts /DESCRIPTION c. -t -E v 41- . ... .44 oc, .C-nri ,f era-S•r- aof 04p.c.r i -.c) ____Sit—p Client Common —I PRE-PUICEMEtti INSPECTIONS VERIFY THt s-ULUMNIC.i: Foreman TIC QC if raid L Submade companion Ilir (T a Formwork: for iczetiOtt. elevations. orientation Pl.°' r tolerances. chamfers. cbortliness • Poems are properly tied and braced or shored rise C T • Rehr site. grade. 1Uppoo. positian. clearance Aar CT * Constructed° joints: preparation and cleanliness of firi e :r keyways and wascrstops ' Embeds: quantity. matenal. location and size: nrr C fr A_ Proms B. Plumbing C. Electrical D. Structural E. Other a Anchor Bolts: alignment projection. elevations Otis r l- e Placement area preparation; clern mordvapor barrier "" Almilabilitv of adequate planes enuipiumn and IsP• (t materials: maiging area mooed • Provisions for hosIenid weather concreting • Provisions for twin gra ('T PLACEMENT/POST PLkCEMKNT LNSPECTIONS Inderdent laboratory performs required tests: gew GT check that results meet design criteria * Batch weiMus on truck tickets are per rnix &men. i..) P.= GT Water added Is» authorized person & recorded ft" c- n • Placement within hatching and mixing time liras Ktc (1 • Cnrualiclation. free fall. Inc nil morancnt dueCf • An additinnal embeds are properly located " Specified finish ilia Cif • implementation or hourold u tuner practices - Proper curing practices .... cr - Form ssort shoring & reshorinz removal time 1' " Como joint locations CT RELEASES SPECIFIED CONCRETE Type emcee= r :11-- Mix Design O. Ia." .....vr ForernaniDate: TIC Quanint DaTgn Slump: ir e QA/QC Mgr/Date: _(...S.fisizig_al444.6 f Additives: .rs..-. -i --s; wi Desipi PS1: greet Chem( i raid i/Daw: ,r Addiriva Daipi G. air 67(. Concrete Supt./Date: • sae 1E' • d SZ :4. I P002-121I--nON The lit 1, CONCRETE PLACEMENT REPORT ndustriaicanmano PROJECT AL Ccn,- JOB a DATE th '24'—ect REPORT BY Pia- R4,1- ati Z. CONCRETE SUPPLIER POUR No. /0 C' c E'? DESIGN STRENGTH n PSI DATE PLACED _.‘ge, -ea 4' --re, /,..3 (in Concrete Release) LocAlloN METHOD OF QUANTITY: Fensr 2,4..1," 6 Le , . (e4'a = raj ei g'r-ct. I PLACEMENT Calculated resa Iv r tree cy Actual cy (total truck tickets) TRUCK TICKET NUMBER CUBIC YARDS FIELD TESTS UNIT WEIGHT CYL ID WATER ADDED ( °rude SLUMP (1ates) SE AIR CONCRETE TEMP. CALC FROM BATCH ACTUAL MEASURED 0 78 629 ?.0 33,4 1S./-oic 7E, 6,- ei ; I - . ; I t 1 i . , 1 i I I 1 , ; _ 14- L frfrig. are C or '77ceea- i) 1.QC \1.i1 - 11;it I .4 2 grfrn Con -4 C l'1.1,:crsent R1,i Dalc. 21111-1 �:LT V002 -0T -10N Ilse neCompany. CONCRETE PLACEMENT RELEASE - POUR CARD POUR# I0 POUR DATE: /a -2g "0 If _ PROJECT A- 5a")/It _ JOB it -_ DRAWING WREN. Qpr&jt -4 Veil ,4 ELEVATION/COORDINATES 32a ,e a%ZYJ LOCATION Ce,2 4-s: a Pr, -e DESCRIPTION rei.1, t4, -I. et.int.& CU'sria f .vire° PRE -PLACEMENT INSPECTIONS r VERIFY THE FOLLOWING: Foreman TIC QC Client if real Camnerds * Subgrade compaction fir C. -r * Formwork: for location. aerations oriarr ition, RF a ,T tolerances. chamfers. cleanliness " forms are properly tied and braced or stored Ric r,T • Rebar. size. grade. support. positions daaanta Air r J • Construction joints; preparation and drrdhness of gee C .T keyways and watasmps • Embeds: quantity. maciaL location and size: are C X A. Piping B. Plumbing C. Elc:triad D. Structural E. Other • Anchor Bolts alignment. projection. devadons • Placement area _pregnant= clean. moisdvapor barrier • Availability of adequatelacing equipment and ELF r T mavialc; xtaginq area prepared • Provisions for hot/cold weather cuucretin e Provisions for curing tat C T I PLACEMENT/POST PLACEMENT EMPWtIONS • Independent laboratory performs required resist FL C.:1 check that results ince design criteria • Batch weights on tuck tickets are per mix design. evr r,t • Water added by authorized person & recorded ries ' S .T " Pbeuimra within Lashing ant wiAi9 ung. limit AJC 01 • Consolidation. free fall, lateral movement Re 5 t • Any additional embeds am properly located • Specified finish /wt' car • Implementation of hoieuld weather prncticci • Proem citing practices r3r C X • Form work: shoring & reshoring removal time itf C .T • Contml join locations /TF GT RELEASES Foreman/Date: SPEL74'IErD CONCRETE Tvpc concrete: C -- Mix Design #: 4rur+".av Quantify: Design Slump: at "' TIC QA/QC Mgr/Date: rte -collo¢ IDI WI J BA Additives: f[ •:'4hedie Design PSI: 9a.", Clrenuif regd»fatc: Additives: Design k air: s'. Concrete Supt./Dart Q.\?QC llanuiI - Parr 1.1 Ezra m Cune0l G'nw'retc PIa.Ymern Release Pour Card Re% Date: (MI/2004 COUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at 02717 G' Z/3 Permit No. 9lis 3 I have this day inspected this structure and these premises and found the following corrections needed: dos eu✓ / - / % 31_3 7+•0 /" i ZiGstece You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date s"1.2/ -0S- 20 Building Inspector Phone (970) 945-8212 No 9P-53 Assessor's Parcel NoP-‘101'- Date cvvOfir' n BUILDING PERMIT CARD Job Address (21\r? J q l., a is o—e�I. Go �/� �S Owner a. Address Al/9 aCZ- 1s{9 B�PFone # -°V°7 Address�r ''`r Phone 0704,9-454 Setbacks: Front Rear ' RH LH Zoning Contractor INSPECTIONS oils Test Weatherproofing Footing Mechanical Foundation I mcs Electrical Rough (State)? RiL2"4/2/-O Qi Grout Electa)fm ate) Mr �'ufrwla �.i Underground Plumbing I Final /�b Whecklist Completed? Rough Plumbing eu Certificate Occupancy # Framing rn>L Date Insulation Septic System # JJfA Roofing �A/ Date Drywall '�� Final Gas Piping Other NOTES (continue on back) 1 BUILDING PERMIT GARFIELD COUNTY, COLORADO (late Issuctriln4Q...1.....Zmlcd Area Permit No ) 3 AGREEMENT In cnnsidelalion of the issnanre of Ibis permit, the applicant hereby agrees to comply with all Inns and regulations related to the zoning, local ; construct' and erection of the proposed slrnclure for which this permit is misled, and further agrees thal if Ilse above snid regulations are not folly complied with in the zoning, localion, erevlion and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspclln�rand 111(a\\;M�MF1,DIATE(�✓LrIV ItECOME NULL AND VO11). Ilse Addres r.l a al Deesrriplim�_ [ I tl ` • t_ `)] �j Vwns IA ‘�.ix� LA � CancLo_j ueSe r 1 Co Setbacks Fromm Side Side Rear Phis Cord Must Be Pnsled So It is Plainly Visible From The Sired Until Final Inspeclion. INSPECTION RECORD Fooling Foundation 1Indergrnnnd Plumbing Insalalion Rough Plumping Drywall ('him ney & Vent 1' Ir, It it final (b. Clair Inr'prrlm) I;as Piping Final !- (f,f059714-- f Teel, it Rough (113 SInlr 1n91.rriot) Septic Final Framing (l o include Roof in place and Windows and Ilnms installed). Notes: A1.1, LISPED ITEMS MAST RF. INSPECTED AND APPROVED BEFORE COVERING - WIIF.'I'DER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. T11I5 PERMIT IS NOT TRANSFERAII Phone 384-5003 IU$ 8th Street Colmly Courthouse Glenwood Springs, Colorado APPROVEDDO NOT DES. 1.itOV r IIS ('ARD G' 1 jr�(, t C E. Date l , By 1 IF PLACED OUTSIDE - C ER WITH CLEAR PLASTIC