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I <br /> I1 Turbidity curtain materials, installation, and maintenance shall be sufficient to comply with <br /> 2 water quality standards. <br /> I 3 <br /> 4 The Contractor shall notify the Engineer 10 days in advance of removing the turbidity <br /> 5 curtain. All components of the turbidity curtain shall be removed from the project. <br /> 6 <br /> I <br /> 7 8-01.3(1)C1 Disposal of Dewatering Water <br /> 8 This section is revised to read: <br /> 9 <br /> 10 When uncontaminated groundwater is encountered in an excavation on a project it may <br /> 11 be infiltrated within vegetated areas of the right of way not designated as Sensitive Areas <br /> 12 or incorporated into an existing stormwater conveyance system at a rate that will not <br /> 111 13 cause erosion or flooding in any receiving surface water. <br /> 14 <br /> 15 Alternatively, the Contractor may pursue independent disposal and treatment alternatives <br /> I 16 that do not use the stormwater conveyance system provided it is in compliance with the <br /> 17 applicable WACs and permits. <br /> 18 <br /> I 19 8-01.3(1)C2 Process Wastewater <br /> 20 This section is revised to read: <br /> 21 <br /> I 22 Wastewater generated on-site as a byproduct of a construction process shall not be <br /> 23 discharged to surface waters of the State. Some sources of process wastewater may be <br /> 24 infiltrated in accordance with the CSWGP with concurrence from the Engineer. Some <br /> 25 sources of process wastewater may be disposed via independent disposal and treatment <br /> I26 alternatives in compliance with the applicable WACs and permits. <br /> 27 <br /> 28 8-01.3(1)C3 Shaft Drilling Slurry Wastewater <br /> I 29 This section is revised to read: <br /> 30 <br /> 31 Wastewater generated on-site during shaft drilling activity shall be managed and <br /> I 32 disposed of in accordance with the requirements below. No shaft drilling slurry <br /> 33 wastewater shall be discharged to surface waters of the State. Neither the sediment nor <br /> 34 liquid portions of the shaft drilling slurry wastewater shall be contaminated, as detectable <br /> I 35 by visible or olfactory indication (e.g., chemical sheen or smell). <br /> 36 <br /> 37 1. Water-only shaft drilling slurry or water slurry with accepted flocculants may be <br /> 38 infiltrated on-site. Flocculants used shall meet the requirements of Section 9- <br /> 1. <br /> 39 14.5(1) or shall be chitosan products listed as General Use Level Designation <br /> 40 (GULD) on the Washington State Department of Ecology's stormwater <br /> 41 treatment technologies webpage for construction treatment. Infiltration is <br /> I 42 permitted if the following requirements are met: <br /> 43 <br /> 44 a. Wastewater shall have a pH of 6.5 — 8.5 prior to discharge. <br /> I45 <br /> 46 b. The amount of flocculant added to the slurry shall be kept to the minimum <br /> 47 needed to adequately settle out solids. The flocculant shall be thoroughly <br /> I 48 mixed into the slurry. <br /> 49 <br /> I <br /> I <br />