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39.4 Maximum Pay Volume. The COUNTY shall revise the design template shown on the Contract Drawings (based on October 2004 survey data) to reflect the CONTRACTOR' S pre-construction survey. The COUNTY shall provide a table of maximum pay volume to the CONTRACTOR within seven (7) days of receipt of survey data. The table shall be enumerated according to the pay profile (R-9 to 9.5. R- 10 to 10.6, etc .). A tolerance of +0. 5 feet (Section 31 .5) is provided to accommodate inaccuracies and variability in the construction and measurement of the design grade. The maximum pay volume shall be calculated using the average-end area method. However, the CONTRACTOR shall not intentionally fill above the design template. 39 . 5 Pay Profiles. All pay profiles are contained in the plans and specifications for the project. UNDER NO CIRCUMSTANCES WILL PROFILES, OTHER THAN THOSE PROVIDED IN THE PLANS AND SPECIFICATIONS, BE CONSIDERED FOR PAYMENT PURPOSES . The pay profile lines to be used for payment will be the 26 profile monument locations between R-4 and T- 17, inclusive for Sectors 1 & 2 and R-97 through R- 108 for Sector 7. The ENGINEER and the COUNTY have designated the pay profiles, as shown on the Plans, and will not review or consider any other profiles than those shown on the Plans . The CONTRACTOR accepts and acknowledges that no discussion, arbitration, negotiation, or any other legal procedures will be employed by the CONTRACTOR or any of his agents in an attempt to force consideration of any other profiles for payment purposes other than those identified in the plans and specifications . The ENGINEER shall have final decision regarding any and all issues related to pay profiles, pay volumes and any other issues pertaining to the project construction. Any questions of fulfillment of the said specifications, or plans, shall be decided by the ENGINEER, and said work shall be done in accordance with the ENGINEER'S interpretations of the meanings of the words, terms, clauses, drawings or any other document defining the character of the work. 40. QUALITY ASSURANCE The CONTRACTOR shall be solely responsible for assuring the quality of all work conducted by the CONTRACTOR or their subcontractors in association with the contract for this project. The CONTRACTOR shall designate a Quality Assurance (QA) Officer for this contract, and the QA Officer shall assume responsibility for compliance with all requirements of this contract including permit conditions, easements, statutes, laws, and applicable regulations. To ensure the components of the attached Borrow Area Sediment Combined Quality Assurance and Quality Control Plan (Appendix H) are met and maintained, the CONTRACTOR shall prepare a Quality Assurance Plan specifying Quality Control (QC) procedures for all critical components of the work. The CONTRACTOR shall provide the COUNTY access to all QC procedures, data, and reports at any time at the request of the COUNTY. All activities associated with QA/QC shall be included in the costs for the Dredge and Fill bid item. Unless otherwise noted, the CONTRACTOR shall conduct all QC procedures. The QA Plan will be discussed at the Pre-Construction Meeting and the CONTRACTOR shall revise the QA Plan at the discretion of the COUNTY. COUNTY approval of the QA Plan shall be a required prerequisite to TECHNICAL AND ENVIRONMENTAL SPECIFICATIONS TS-38