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To: abb; meyer; Repeal The 17th; KC Burke; janetjanet998; Jim 0216; Ray76; EternalHope; ...
DWR finds Spring Under Spillway - In Blowout failure Clay Seam Streak - In Upslope section of large deep Clay Seam Original Spillway built upon

How ironic. DWR finds a Spring Under the Spillway after Kiewit evacuated the clay to bedrock. This "spring" is shown leaking water down the rock and forming a "pool" at the original Blowout Failure location (See Fig 2).

At the same time of DWR finding and now "studying" this Natural Spring underneath the Spillway, DWR publishes a report on the Green Spot on the Dam that is devoid of their original analyses presented as "a Natural Spring" and "Natural Springs" by DWR engineer(s) to the public.

DWR is "all in" on the new position of "rainfall only". So why does DWR ignore the extensive 2014 Dam Failure analysis FERC Part 12D report given by DWR to FERC stating their are "Natural Springs" in the Left Abutment? That in certain conditions, these "Natural Springs" represent a Potential Failure Mode (PFM) to the Dam? Yet in their new Green Spot report all of this is missing? Is DWR putting out a report that is mainly to deal with "Public Relations" rather than a full in-depth analysis? (such as the Part 12D 2014 original analysis)?

There are numerous discrepancies in the new Green Spot report that DWR is preventing outside independent experts from analyzing (references and sources).

The "discovery" of this Spring underneath the Spillway seems very ironic considering DWR's "narratives" re: Green Spot Report.

This all leads back to the question to the demonstrated "narrative" history by DWR: "Engineering Incompetence or Calculated Engineering Deception? - On the Record Examples from DWR officials in Press Releases, Town Halls, to the Press, and Testimony in State Legislative Hearings 2017". See post link. DWR Organizational Ethics? - Engineering Incompetence or Calculated Engineering Deception?

*April 27, 2017, town hall meeting: DWR engineer states to the public that the Green Wet Area caused by "a Natural Spring". DWR then "backs off" when it's pointed out that water cannot flow uphill. At the next town hall meeting in May, DWR then says Green Area is from "rain" (doesn't even mention a "Natural Spring" or explain why the DWR engineer was incorrect (seemingly) in his analysis/statement at the April 27 meeting).

Fig 1. DWR finds "Natural Spring" under spillway after excavating "clay". Spring & its end flow is in large clay seam area of the "plunge pool" & flows to the Blowout Failure area. Green Spot Report dropped "Natural Springs" from original DWR statements/analysis in town hall meetings (Irony). DWR using a "sump pump" to keep the spring water pumped out and away.


Fig 2. Origin of "Natural Spring" and its flow within and to the original large/deep clay seam of the blowout failure area. Spring Elevation is below reservoir level over 100ft at date of photo. Likely an aquifer source as evidenced by other prior seepage imagery from the original spillway construction (postcard image)



4,253 posted on 09/15/2017 7:40:01 PM PDT by EarthResearcher333
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To: EarthResearcher333

OK, correct me if I am wrong, but...
Isn’t this the same area, during the original construction,
where the contractor wanted to excavate down to ‘good rock’,
but the state guy thought they were just looking to get more money,
and told them to just go ahead and build it on the ‘bad rock’?


4,254 posted on 09/15/2017 10:52:41 PM PDT by Repeal The 17th (I was conceived in liberty, how about you?)
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To: abb; meyer; Repeal The 17th; KC Burke; janetjanet998; Jim 0216; Ray76; EternalHope; ...
Poor foundation material removal - Clay from under Original Upper Spillway revealed - Rest of Upper Spillway needs 3,000 rock anchor bolts to secure slabs

Photos reveal the original foundation materials that the old spillway was built upon. All of the unacceptable foundation material has been excavated to "sound" rock (bedrock). The depth of the excavation reveals how much "unacceptable" foundation material was underneath the Spillway (Fig 2).

Deep Clay is revealed in the deepest of rock crevices (Fig 1) that are being hand excavated. Dump box reveals the clay and its consistency as dumped from a bucket. The upper right corner of the dump box shows how the clay responds to moisture (pasty). The existence of this deep layer of clay reveals that the spillway operation did not wash as deep to this level to remove or erode. But it does reveal the substructure stability risk issue(s) (clay seams and saturation potential) that the upper "unacceptable" foundation material was built upon.

This is very likely why DWR/BOC has emplaced ~3,000 rock anchor bolts in the remaining section of the upper main spillway. They likely are concerned about the "unacceptable" foundation material and the "clay layers & seams", revealed in these photos, of the Upper Spillway that is being rebuilt securely.

Fig 1. Deep seams of clay being hand excavated by workers (in Upper Main Spillway section). Reveals the existence of clay even in deep foundation areas of the original spillway. Poses numerous issues with piping potential, slump of structural support, and anchorage integrity problems if not removed to sound bedrock.


Fig 2. Clay qualities revealed in dump box. Pasty wet clay in corner of box when clay is moisturized. Depth of excavation reveals how much "unacceptable" foundation material existed under the original Upper Main Spillway. No sign of any "backfill" concrete from original construction - even from residual attachment to clean bedrock.



4,255 posted on 09/15/2017 11:21:43 PM PDT by EarthResearcher333
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