Document RpgBjxmQrnEXxBGr1M8ZX1QKB

CHG 01658 4 COORDINATION PROCEDURE FOR CHAMPLIN PETROLEUM COMPANY INTERCONNECTING PIPELINES (AREA P) WEST PLANT PROJECT, AFE 94793 CORPUS CHRISTI, TEXAS Purchase Order No. 541-1249 EAGLETON ENGINEERING COMPANY HOUSTON, Texas July 20, 1981 CH/W-002843 P. 0. No. 541-1249 Coordination Procedure Page: _________ 1 Dpw Date: July 20, 195T 1.0 INTRODUCTION 1.1 This Coordination Procedure establishes the functions and routine procedures to be followed by Champlin and Eagleton Engineering Co., hereinafter referred to as Champlin and EEC respectively, with re gard to the project described below. 1.2 The offical name of the project is: West Plant Project, AFE 94793 Interconnecting Pipelines (Area P) 2.0 SCOPE OF PROJECT 2.1 The performance of and responsibility for the work is per the Purchase Order No. 541-1249. 3.0 PERSONNEL 3.1 The Champlin personnel that will be involved in the Interconnecting Pipeline work are: Bart L. Luck - Project Manager-West Plant Project Howard H. Hinds - Project Manager-Pipelines John Berra - Project Engineer Charles W. Shumate - Project Engineering Coordinator Gary Sowinski - Procurement Coordinator 3.2 The EEC personnel that will be involved in the Interconnecting Pipeline work are: John J. Atwood - Project Manager Dwight L. Recht - Mechanical Engineer Craig A. Kilmer - Civil/Structural Engineer Samuel J. Cannella - Process Engineer Jack R. Tracy - Instrument Engineer Michael W. Carroll - Scheduling/Cost Engineer Eugene C. Durand - Project Chief Draftsman Jack A. Hasenbank - Senior Purchasing Agent CH/W-002844 P. 0. No. 541-1249 Coordination Procedure Page:________ 2 Rev.:______ 0 Date:July 20, 1981 4.0 CORRESPONDENCE 4.1 General 4.1.1 All correspondence and attachments, except invoices, from EEC to Champ!in shall be distributed as follows: To: Bart L. Luck cc: Howard H. Hinds John Berra Charles W. Shumate File P-2.20 4.1.2 All correspondence from Champlin to EEC shall be as follows: To: John J. Atwood cc: Howard H. Hinds John Berra Charles W. Shumate File P-1.20 4.1.3 EEC shall be responsible for further distribution within the EEC organization. 4.1.4 Each letter shall be limited to one subject. 4.1.5 All telephone calls which should be a matter of record shall be confirmed by letter by EEC. 4.1.6 EEC shall prepare and issue all Notes of Meetings. CH/W-002845 P. 0. No. 541-1249 Coordination Procedure Page:________ 3 Rev.: 0 Date:July 20, 195T 4.2 Headings, Closures and Addresses 4.2.1 The heading of all letters originating with EEC shall be: (Date) Letter No. Mr. B. L. Luck, Project Manager Champlin Petroleum Company Project Office 3535 Sage Rd. P. 0. Box 22395 Houston, Texas 77027 Subject: EEC P.0. No. 541-1249 West Plant Project, AFE 94793 Interconnecting Pipelines (Area P) (Specific Subject) Dear Mr. Luck: Very truly yours, EAGLETON ENGINEERING COMPANY John J. Atwood Project Manager Writers initials/typist initials cc: Howard H. Hinds John Berra Charles W. Shumate File: P-2.20 4.2.2 All letters from EEC to Champlin shall be signed by or for the Project Manager. The initials of the writer shall appear next to those of the typist. CH/W-002846 P. 0. No. 541-1249 Coordination Procedure Page:________ 4 Rev.: 0 Date:July 20, 1981 4.2.3 The heading of all letters originating with Champlin shall be: (Date) CHEE-3131-(number) Mr. John J. Atwood, Project Manager Eagleton Engineering Company 7555 Bellaire Boulevard P. 0. Box 37009 Houston, Texas 77036 RE: EEC P.0. No. 541-1249 (Area P) Interconnecting Pipelines (SUBJECT) Dear Mr. Atwood: Very truly yours, CHAMPLIN PETROLEUM COMPANY B. L. Luck Project Manager Writers initials/typist initials cc: Howard H. Hinds John Berra Charles W. Shumate File: P-1.20 4.2.4 All letters from Champlin to EEC shall be signed by or for the Project Manager. The initials of the writer shall appear next to those of the typist. 4.2.5 All correspondence, including telexes, shall be numbered consecutively. 4.3 Telephone Numbers Champ1in - main switchboard Bart L. Luck Howard H. Hinds John Berra Charles W. Shumate Gary Sowinski 713/654-2500 654-2725 654-2602 654-8225 654-2683 654-2684 EEC - 713/771-0700 CH/W-002847 CHG 01659 TO: FROM: SUBJECT: champlin e INTER-OFFICE CORRESPONDENCE Jed Robinson OFFICE: Houston B. L. Luck pr DATE: November 3, 1981 West Plant Project, AFE 94793 Offsites (OSBL) (Area F) COST ESTIMATE FOR PROPOSED 12" GASOLINE PIPELINE FROM A'REF 9l TO DOCKS #4 & #5 cc: Howard Hinds Charles Shumate John Berra Attached for your use is a cost estimate for a proposed 12-inch Gasoline Pipeline from Area 91 to Docks #4 & #5. The cost estimate was prepared by Eagleton Engineering, the Interconnecting Pipeline design engineers. A drawing to document the routing will be sent by a later transmittal. <t> JB/bb Attachment File: D-3.1 F-3.1 303 CH/W-002848 v / 11/3/81 Sheet 1 of 2 CHAMPLIN TRADING COMPANY CONSTRUCTION COST ESTIMATE 12" GASOLINE PIPELINE - POINT "D" TO DOCK #4 & #5 Item Description Quantity Unit Cost Total Cost 1. Materials a. Line Pipe (Incl. 2% excess) (1) 12.750" OD x 0.281" w.t., Gr. X-42 b. Mi seel1aneous (1) 12" - ANSI 300 Valve (3 ea. manual, 2 ea. auto.) (2) 12" Pipe Fittings (3) 16" OD x 0.375" w.t. Casing (4) Casing Seals, Insulators (5) 8" Loading Arm Assemblies (6) Cathodic Protection (7) Pipeline Supports and Guides c. Texas Sales or Use Tax 12,640 ft $ 13.30 Lump Sum 12 ea 600 ft lot 2 ea 2.4 mi Lump Sum $339,200 650.00 19.00 50,000.00 1,000.00 4% SUBTOTAL - MATERIALS 2. Installation a. Install Line Pipe (Incl. Field Coating) (1) Underground (2) Above Ground (Supports by Others) b. Install Casing (Boring) c. Tie-in Point "D" d. Install Loading Arms 8,500 ft 3,890 ft 600 ft lot 2 ea $ 25.00 17.00 80.00 10,000.00 SUBTOTAL - INSTALLATION 3. Service Contracts a. Surveying b. 12" Line Pipe Ext. Epoxy Coating c. 12" Line Pipe Paint Coating d. Radiographic Inspection e. Freight, Handling 8,500 ft 12,640 ft 3,890 ft Lump Sum Lump Sum $ 1.25 1.70 3.50 SUBTOTAL - SERVICE CONTRACTS 4. Engineering, Drafting, Purchasing, QC and Project Management Lump Sum $ $ 168,100 40,000 7,800 11,400 2,200 100,000 2,400 7,300 13,600 $ 352,800 $ 212,500 66,100 48,000 3,500 20,000 $ 350,100 $ 10,600 21,500 13,600 9,500 7,700 $ 62,900 $ 20,500 5. Construction Management, Inspection and Material Control PROJECT ESTIMATED COST 6. Miscellaneous and Contingency Lump Sum $ $804,300 PROJECT TOTAL ESTIMATED COST Estimated Cost does not include right-of-way costs. Distance calculated from Dock #4 & #5 to Point "D", plus 200 feet. Design Pressure 720 psig, 0-125"corrosion allowance. 15 % S 18,000 5 804,300 $ 120,700 $ 925,000 CH/W-002849 i 12" GASOLINE LINE From Point "0" to Dock No. 4 & Dock No. 5. Sta. No. Sta. 0+00 Sta. 2+00 Point D Sta. 3+00 Plant Rd. - Area 91 Sta. 10+90 Centerline Corn Products Rd. 70' Long Casing Sta. 23+10 Plant Rd. - Area 90 Sta. 27+75 P.I. 30 Sta. 30+75 P.I. 60 Sta. 32+65 P.I. 60 Sta. 33+55 Centerline Up River Rd, 1001 Long Casing Sta. 34+75 P.I. 45 Sta. 38+80 Plant Rd. 50* Long Casing Sta. 46+10 Plant Rd. 200' Long Casing Sta. 51+40 P.I. 30 Sta. 52+20 Centerline MoPac R.R. 80' Long Casing Sta. 53+10 P.I. 90 Sta. 55+70 Foreign Line Crossing (.3 Lines) Sta. 62+60 Centerline Drainage Canal Sta. 73+30 Centerline Drainage Sta. 77+60 P.I. 70 Sta. 79+20 Foreign Line Crossing (4 Lines) Sta. 79+70 P.I. 60 Sta. 83+80 Centerline Plant Rd. 80' Long Casing Sta. 85+00 Above Ground Transition Sta. 86+00 P.I. 90 Sta. 87+50 P.I. 90 Sta. 102+50 Tee to Dock No. 4 - Approx. 380 Feet Sta. 102+70 P.I. 15 Sta. 112+00 P.I. 90 Sta. 119+60 P.I. 90 Sta. 120+10 Loading Dock No. 5 Note: P.I. Angles Approximated Sheet 2 of 2 CH/W-002850