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. 4.2.12 When Not Approved: The Contractor shall make any corrections required by the Contracting Officer or his authorized representatives and promptly furnish a corrected submi ttal in the .form and number of copies as specified above. If the Contractor considers any correction indicated on the submittals to constitute a change to the contract, notice as required under the GENERAL PROVISIONS paragraph entitled "Changes" should promptly be given to the Contracting Officer. 4.2.13 Withholding of Payment: Payment for materials incorporated into the work will not be made if required approvals have not been obtained. . 5. PHYSICAL DATA: Pursuant to GENERAL. PROVISIONS Paragraphs entitled "Conditions Affecting the Work" and "Site Investigation," information and data furnished or referred to below are furnished for the Contractor's information. However, it is expressly understood that the Government will not be responsible for any interpretation or conclusion drawn therefrom by the Contractor. 5.1 The Physical Conditions indicated on the drawings and in the specifications are the result of site investigations by surveys and core borings. The data shown graphically and by symbol for each respective boring represents the actual geologic features observed and logged at the location given on the drawings. While the borings are representative of subsurface conditions at their respective locations and for their respective vertical reaches, local minor variations characteristic of the subaurface materials of this region are anticipated and if encountered, such variations will not be considered as differing "materially" within the purview of GENERAL PROVISIONS Paragraph entitled "Differing Site Conditions" of the contract. 5.2 Weather Conditions shall have satisfy himself as to the hazards weather records and reports may be Weather Service. been investigated by the Contractor to likely to arise therefrom. Complete obtained from the local U.S. National 5.3 Transportation Facilities: Contractor to visit the site of facilities as they apply to his own It shall be the responsibility of the the work and examine the transportation needs. i 5.4 Streamflow Characteristics: Streamflows in the South Platte River are controlled by releases from Chatfield reservoir. The average releases from Chatfield reservoir and the average flow past the Littleton Gauging Station located by the Centennial Race Track are indicated on the attached chart. The maximum design release from Chatf ield reservoir is 5,000 cfs. The flow from a 1.0 percent occurrence flood flowing past Oxford Avenue is 18,000 cfs. Actual flows during construction of this project will be subject to current weather conditions. All work within the channel shall be coordinated with expected flows from Chatfield reservoir. . lA-7