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I <br /> 1 1 <br /> 2 x. The strategy for cleaning up the infiltration location after the infiltration <br /> I 3 activity is done. Cleanup shall include stabilizing any loose sediment <br /> 4 on the surface within the infiltration area generated as a byproduct of <br /> 5 suspended solids in the infiltrated wastewater or soil disturbance <br /> 6 associated with BMP placement and removal. <br /> I 7 <br /> 8 2. Shaft drilling mineral slurry, synthetic slurry, or slurry with polymer additives not <br /> 9 allowed for infiltration shall be contained and disposed of by the Contractor at <br /> 10 an accepted disposal facility in accordance with Section 2-03.3(7)C. Spoils that <br /> 11 have come into contact with mineral slurry shall be disposed of in accordance <br /> 12 with Section 6-19.3(4)F. <br /> I 13 <br /> 14 8-01.3(1)C4 Management of Off-Site Water <br /> 15 This section is revised to read: <br /> I 16 <br /> 17 Prior to clearing and grubbing, the Contractor shall intercept all sources of off-site surface <br /> 18 water and overland flow that will run-on to the project. Off-site surface water run-on shall <br /> I 19 <br /> 20 be diverted through or around the project in a way that does not introduce construction <br /> related pollution. It shall be diverted to its preconstruction discharge location in a manner <br /> 21 that does not increase preconstruction flow rate and velocity and protects contiguous <br /> I 22 properties and waterways from erosion. The Contractor shall submit a Type 2 Working <br /> 23 Drawing consisting of the method for performing this Work. <br /> 24 <br /> 25 8-01.3(1)E Detention/Retention Pond Construction <br /> I26 This section is revised to read: <br /> 27 <br /> 28 Whether permanent or temporary, ponds shall be constructed before beginning other <br /> 29 grading and excavation Work in the area that drains into that pond. Detention/retention <br /> 30 ponds may be constructed concurrently with grading and excavation when allowed by the <br /> 31 Engineer. Temporary conveyances shall be installed concurrently with grading in <br /> I 32 accordance with the TESC Plan so that newly graded areas drain to the pond as they are <br /> 33 exposed. <br /> 34 <br /> 1 35 8-01.3(2)F Dates for Application of Final Seed, Fertilizer, and Mulch <br /> 36 In the table, the second column heading is revised to read: <br /> 37 <br /> I 38 Eastern Washington' <br /> 39 (East of the Cascade Mountain Crest) <br /> 40 <br /> I 41 Footnote 1 in the table is revised to read: <br /> 42 <br /> 43 Seeding may be allowed outside these dates when allowed or directed by the Engineer. <br /> 44 <br /> I45 8-01.3(5) Plastic Covering <br /> 46 The first sentence of the first paragraph is revised to read: <br /> 47 <br /> I 48 Erosion Control — Plastic coverings used to temporarily cover stockpiled materials, <br /> 49 slopes or bare soils shall be installed and maintained in a way that prevents water from <br /> 50 intruding under the plastic and prevents the plastic cover from being damaged by wind. <br /> I <br /> I <br />