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Retrospective Evaluation of Cured-in-Place Pipe - (NEPIS)(EPA ...

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5.3.4 Wastewater Analysis. Retrieved wastewater samples were tested by American Analytical<br />

Laboratories, Inc., on April 14, 2010, <strong>in</strong> accordance with <strong>EPA</strong> Test Methods. <strong>EPA</strong> Method 150.1 was<br />

used to determ<strong>in</strong>e the pH <strong>of</strong> the samples. <strong>EPA</strong> Method 8015 was used to determ<strong>in</strong>e the DRO and GRO<br />

concentrations to test for the presence <strong>of</strong> petroleum hydrocarbons. The results are listed <strong>in</strong> Table 5-12.<br />

The pH value measured (7.54) is <strong>in</strong>dicative <strong>of</strong> typical residential sewage. The wastewater analysis<br />

suggests that the wastewater stream has characteristics typical to residential areas, and no abnormal pH<br />

value or hydrocarbon concentrations were measured.<br />

Table 5-12. Results <strong>of</strong> Wastewater Analysis for Columbus 36-<strong>in</strong>. L<strong>in</strong>er<br />

Sample ID pH<br />

86<br />

DRO<br />

(mg/L)<br />

GRO<br />

(mg/L)<br />

Pearl 36 7.54 1.99 34.3<br />

5.3.5 Annular Gap. A feeler gauge was used to measure the annular space around the perimeter<br />

where the sample was removed. The l<strong>in</strong>er appeared to be very tight along the sides and bottom <strong>of</strong> the<br />

sample and a spac<strong>in</strong>g greater than 0.127 mm was measured at only three locations (see Figure 5-31) – all<br />

along the top side <strong>of</strong> the sample removal area (see note on crown annulus gap <strong>in</strong> Section 5.3.3). The end<br />

measurements shown <strong>in</strong> Figure 5-31 were taken at approximately 4 <strong>in</strong>. from each end <strong>of</strong> the cutout and<br />

the middle measurement was taken at its center. S<strong>in</strong>ce the l<strong>in</strong>er sample was removed from the host pipe,<br />

no laboratory annular space measurements were possible.<br />

Figure 5-31. Annular Space Measurements Around the Sample Removal Area<br />

(Columbus 36-<strong>in</strong>. L<strong>in</strong>er)<br />

5.3.6 L<strong>in</strong>er Thickness<br />

1.64mm 0.86mm<br />

0.87mm<br />

Gap determ<strong>in</strong>ed to be < .127 on sides and bottom. Feeler<br />

Gauge m<strong>in</strong>imum is .127<br />

5.3.6.1 Ultrasound Test<strong>in</strong>g. An ultrasonic meter (Olympus 37DL Plus) with a 2.25 MHz contact<br />

transducer was utilized <strong>in</strong> the field <strong>in</strong> an attempt to measure the thickness <strong>of</strong> the CIPP l<strong>in</strong>er (Figure 5-32).<br />

However, the ultrasound test<strong>in</strong>g for thickness did not produce any read<strong>in</strong>gs (apparently due to the<br />

thickness <strong>of</strong> this l<strong>in</strong>er). This issue is discussed further <strong>in</strong> Section 6.<br />

5.3.6.2 Field Measurements. Caliper measurements <strong>of</strong> the exhumed l<strong>in</strong>er thickness were recorded<br />

around the edges <strong>of</strong> the extracted sample <strong>in</strong> the field as shown <strong>in</strong> Figure 5-33. The l<strong>in</strong>er thickness<br />

measurements taken <strong>in</strong> the field are shown <strong>in</strong> Figure 5-34. The average thickness for the sample was<br />

calculated to be 14.2 mm and standard deviation was 1.5 mm. The orig<strong>in</strong>al design thickness was not<br />

known, but it was assumed to be 15 mm (i.e., the same as the l<strong>in</strong>er used for the adjacent l<strong>in</strong>e).

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