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Table 3—pH-Modifying Sources <br /> ❑ None <br /> ® Bulk cement <br /> ® Cement kiln dust <br /> ® Fly ash <br /> ] Other cementitious materials <br /> ® New concrete washing or curing waters <br /> ® Waste streams generated from concrete grinding and sawing <br /> V1 Exposed aggregate processes <br /> Dewatering concrete vaults <br /> ❑ Concrete pumping and mixer washout waters <br /> ❑ Recycled concrete <br /> ❑ Recycled concrete stockpiles <br /> ❑ Other(i.e., calcium lignosulfate) [please describe: ] <br /> Stormwater runoff will be monitored for pH starting on the first day of any activity that includes <br /> more than 40 yards of poured or recycled concrete, or after the application of"Engineered Soils" <br /> such as,Portland cement treated base,cement kiln dust,or fly ash. This does not include fertilizers. <br /> For concrete work, pH monitoring will start the first day concrete is poured and continue until 3 <br /> weeks after the last pour. For engineered soils,the pH monitoring period begins when engineered <br /> soils are first exposed to precipitation and continue until the area is fully stabilized. <br /> Stormwater samples will be collected daily from all points of discharge from the site and measured <br /> for pH using a calibrated pH meter,pH test kit,or wide range pH indicator paper. If the measured <br /> pH is 8.5 or greater,the following steps will be conducted: <br /> 1. Prevent the high pH water from entering storm drains or surface water. <br /> 2. Adjust or neutralize the high pH water if necessary using appropriate <br /> technology such as CO2 sparging(liquid or dry ice). <br /> 3. Contact Ecology if chemical treatment other than CO2 sparging is planned. <br /> Page 120 <br />