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Geotechnical Investigation Report Detroit Lake Water Reservoir <br />Detroit, Oregon <br />TABLE D-1: OREGON STATE STANDARDS FOR CONSTRUCTION (ODOT SS) <br />The contractor should refer to the following ODOT SS with regard to backfill materials and <br />geosynthetics. Local or municipal standards may also apply. The contractor should check with <br />the jurisdictional permitting office to determine applicability of local or municipal standards. <br /> – <br />ODOT SS00330.12Borrow Material <br />ODOT SS 00330.13 – Selected General Backfill <br />ODOT SS00330.14 – Selected Granular Backfill <br />ODOT SS00330.15 – Selected Stone Backfill <br />ODOT SS00330.16 – Stone Embankment Material <br />ODOT SS 00350.00 – Geosynthetic Installation <br />ODOT SS00350.40 – Geosynthetic Construction, General Requirements <br />ODOT SS00405.12 – Pipe Zone Bedding <br />ODOT SS 00405.14 – Trench Backfill <br />ODOT SS 00430.11 – Granular Drain Backfill Material <br />ODOT SS 00510.12 – Granular Wall Backfill <br />ODOT SS 00744.03 – Reclaimed Asphalt Pavement (RAP) Material <br />ODOT SS 00744.11 – Asphalt Cemented and Additives <br />ODOT SS 02320.10 – Geosynthetics, Acceptance <br />ODOT SS 02320.20 – Geotextile Property Values <br />ODOT SS 02630.10 – Dense-Graded Aggregate <br />ODOT SS 02630.11 – Open-Graded Aggregate <br />November 23, 2009 <br />Project No. 72852.000 <br />D-5 <br />