HomeMy WebLinkAbout2012-12 MRLS L-385; WBO; ARGOSY COMPLEX PRESSURE RELIEF WELLS;
---------- Forwarded message ----------
From: Jason Davis <jdavis@affinis.us>
Date: Fri, Dec 7, 2012 at 9:05 AM
Subject: RE: MRLS L-385; WBO; ARGOSY COMPLEX PRESSURE RELIEF WELLS;
LEVEE STATIONS QL 183+00 thru QL 187+00; COE RECORD NO. 2012-116;
REQUEST FOR ADDITIONAL INFORMATION (UNCLASSIFIED)
To: "Detrick, Charles W NWK" <Charles.W.Detrick@usace.army.mil>
Cc: "Harmon, Brandon T NWK" <Brandon.T.Harmon@usace.army.mil>, Ben Drake
<hbentondrake@sbcglobal.net>, Rick Worrel <rworrel@affinis.us>, Blake
Madden <bmadden@affinis.us>, "mmcginness@mcginness-shaw.com"
<mmcginness@mcginness-shaw.com>, "Greg Personelli
(greg.personelli@pngaming.com)" <greg.personelli@pngaming.com>, Brent
Miles <bmiles@northpointkc.com>, "Don Coleman (donpcoleman@yahoo.com)"
<donpcoleman@yahoo.com>, "jeffg@completehomeconcepts.com"
<jeffg@completehomeconcepts.com>, "Richie Benninghoven (rcb@usckc.com)"
<rcb@usckc.com>, Ron Super <rsuper@kc.rr.com>
Charlie,
I have attached the submittal USACE requested for additional information
from the screen manufacturer and the testing company.
Al Smith (Johnson Screens) believes that the filter media requires
rearrangement and recommends jetting. In order to perform this we have a
few options.
1. Jetting concurrently with pumping
2. "Bore blasting" - procedure patent by Layne
3. Compressed nitrogen (impulse generation)
Speaking with Greg Sloan from Layne there are options for maintaining
the relief wells if needed in the future.
1. Most brushes would collapse enough to pass the anomaly to perform
scrubbing of the screen.
2. A tight fitting surge block would likely not pass the anomaly.
However, a smaller surge block would provide agitation and the ability
to dissipate energy and chemical treatments into the filter media.
3. Jetting could provide a mechanism for cleaning of the screens and
redevelopment.
Feel free to contact me with any questions or comments.
Thanks,
Jason
Jason D. Davis, P.E., Vice President, Federal Services
Affinis Corp | BUILDING LONG-LASTING RELATIONSHIPS | www.affinis.us
Named a "Best Firm to Work for in Civil Engineering" by CE News - 2007,
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-----Original Message-----
From: Detrick, Charles W NWK [mailto:Charles.W.Detrick@usace.army.mil]
Sent: Thursday, July 19, 2012 2:30 PM
To: Ben Drake; Jason Davis
Cc: Harmon, Brandon T NWK
Subject: MRLS L-385; WBO; ARGOSY COMPLEX PRESSURE RELIEF WELLS; LEVEE
STATIONS QL 183+00 thru QL 187+00; COE RECORD NO. 2012-116; REQUEST FOR
ADDITIONAL INFORMATION (UNCLASSIFIED)
Classification: UNCLASSIFIED
Caveats: NONE
Jason and Ben,
Reference the subject above. This email is a follow-up to the June
28th submittal from RQLD and the July 16th teleconference with the two
of you, Brandon Harmon (ED-GG), and me.
We have reviewed the submittal and the recommendations presented in
the June 28th Affinnis correspondence. Our comments and request for
additional information are as follows:
1. There are two issues with Argosy Pressure Relief Wells 9 and 11.
The primary issue is the deformed screen since it may reduce the screen
structural integrity, allow filter and foundation materials to enter the
well assembly, or prevent equipment/devices (pump, surge block) from
entering the well assembly. The second issue is the reduced specific
capacity.
2. The well screen manufacturer's recommendations of the current
condition should be submitted and should address both the structural
integrity and the screen performance during a flood event.
3. The 2010 test pump rates were almost double the 2005 test rates.
Increasing the rates may have pulled foundation material into the filter
and reduced the filter hydraulic conductivity. The reasoning behind
increasing the pump rates should be submitted as well as the testing
company's comments with respect to increased pump rates clogging the
filter.
4. The Argosy Pressure Relief Wells were installed as a condition to
the Argosy Complex parking garage encroachment. The pressure relief
wells are not necessary for the MRLS L-385 performance but may be
necessary for a flood fight should a seepage problem develop during a
flood event. It is in everyone's best interest to verify the pressure
relief well structural integrity and capacity during scheduled
inspections and testing. Anomalies, such as reduced specific capacity,
need to be understood to ensure performance when/if the pressure relief
wells are needed during a flood fight. The testing company should
provide comments to the observations of reduced specific capacity and
screen deformation.
5. The submittal should include future pump, development equipment
(surge block), and devices access recommendations.
6. The submittal should include testing findings, observations, and
recommendations addressing such observations as the accumulated material
within the pressure relief wells and possible rejuvenation techniques
that may improve the specific capacity. These recommendations should
account for the deformed screen as a hindrance to access.
Once this additional information is received, this office will complete
a review and provide our comments or finding of no comment within signed
correspondence. Questions or concerns, don't hesitate to email or
telephone.
Thank you,
Charles W. Detrick
CENWK-ED-GD
816-389-3605
Classification: UNCLASSIFIED
Caveats: NONE
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