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81 <br /> 1 A. Neither of them have a gauge. 1 MR. BECKWITH: If I my. I'll move over <br /> 2 Q. And, in fact, this trench that we're all i 2 so I can observe. <br /> 3 talking about -- that sane of the water goes to the 3 Mr. Carey -- <br /> 4 trench; sane of it goes to the pond -- that trench no 4 Can I stand? <br /> 5 longer exists; is that correct? 5 MR. SINGLETARY: Sure. <br /> 6 A. I don't know. The last time I saw it it 6 EXAMINATION <br /> 7 existed. 7 BY MR. BECMITH: <br /> 8 Q. Mien Is the last time you were out at the 8 Q. Mr. Carey, you have been asked questions <br /> 9 site? 9 about the adequacy of the ERT testing conducted by <br /> 10 A. Let's see. I don't know the date 10 Rigro, and we have testimony that was conducted in <br /> 11 exactly. I think it was early -- it was late April 11 April and August of 2016? <br /> 12 this year. April 2017. 12 A. That's -- <br /> 13 Q. Another follow-up question. So in late I13 Q. You have to answer yes or no. <br /> 14 April that trench still existed when you visited the 14 A. Yes. <br /> 15 site? 15 Q. Is -- you have reviewed -- excuse me. <br /> 16 A. The last time I visited the site the 16 Have you reviewed the reports of Fugro from their <br /> 17 trench existed. 17 testing in April and August of 2016? <br /> 18 MR. SCHULTZ: Okay. No further 18 MR. SCHULTZ: I'm going to object to <br /> 19 questions. 19 this question as Mr. Carey, given the information we <br /> 20 MS. IHTERBACR-NORMANN: Is this the j2o did receive regarding experts, there's nothing in his <br /> 21 trench that is on Photo 4, Photo 5 of Exhibit C? 121 endorsement that talks about ERT testing. <br /> 22 Either one of those. 22 MR. SINGLETARY: Sustained. <br /> 23 MR. CAREY: Correct. I believe -- I 23 Q. (BY MR. BECEWITH) Let me ask it a <br /> 24 believe the trench we're all talking about, for 24 different way. Should there have been a different <br /> 25 clarification, is just to the east of the Carey Pond 25 method of wetting the soil in order to conduct the ERT <br /> 254 256 <br /> 1 here, and this is the approximate layout of it in blue. 1 testing? <br /> 2 And I would-- from my observations of 2 MR. SCHULTZ: I continue my objection. <br /> 3 the site, I agree that I think Exhibit C-4 and Exhibit 3 MR. SINGLETARY: Sustained. <br /> 4 C-5 show that trench -- is what I observed. 4 MR. BECRWITH: Thank you. Nothing <br /> 5 EXAMINATION 5 further. <br /> 6 BY MR. JUSTUS: 6 MR. JUSTUS: We'd like to break to <br /> 7 Q. Mr. Carey, I have a follow-up question. 7 consider rebuttal testimony at this point, particularly <br /> 8 On this breakdown of 75/25, when the pond has been 8 given the late nature of what has been provided in <br /> 9 full -- filled and the elevation is raised to the point 9 testimony by Mr. Carey. We may bring Mr. Hild back to <br /> 10 it is backing up, would the breakdown of 75/25 be 10 testify. <br /> 11 appropriate if the infiltration rate limits the 11 MR. SINGLETARY: What's our time, John? <br /> 12 capacity of the pond? 12 MR. ROBERTS: Absolutely. So referring <br /> 13 A. No. I think the pond infiltrates faster 13 to the prehearing order, we are at objectors' <br /> 14 the higher the water in the pond is. 14 presentation, which is E. Of the two and a half hours <br /> 15 Q. So are you suggesting it would 15 that are allocated there, there is one hour and 18 <br /> 16 infiltrate at 6 acre feet a day? 16 minutes left for that. <br /> 17 A. I don't know what that rate is. As I -- 17 Do the objectors anticipate more <br /> 18 as I stated earlier, we de not have measuremnts on 18 witnesses, or are we closing up here? <br /> 19 that. 19 MR. BEClgtM: We are not calling any <br /> 20 Q. You don't have any information on 20 for Fontanari. <br /> 21 that? 21 MR. ROBERTS: Mr. Stutz, are you calling <br /> 22 A. You asked me that earlier, and I 22 any more? <br /> 23 answered that question. 23 MR. STUTZ: I don't anticipate anything, <br /> 24 Q. Thank you. 24 but it depends on what happens with the -- <br /> 25 MR. STUTZ: We have a back bench. 25 MR. ROBERTS: You still have the <br /> 255 257 <br />