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From: "Jeffrey E." <[email protected]>
To: Richard Kahn
Subject: Re: El Brillo Way Sea Wall Bids
Date: Tue, 08 Mar 2016 16:48:26 +0000
yes
On Tue, Mar 8, 2016 at 11:47 AM, Richard Kahn < wrote:
unfortunately dan did not provide us with vendor name
shall i contact dan to just do dock work?
please advise
thanks
Richard Kahn
HBRK Associates Inc.
575 Lexington Avenue 4th Floor
New York, NY 10022
tel
On Mar 8, 2016, at 11:46 AM, Jeffrey E. <[email protected]> wrote:
first dan bid
On Tue, Mar 8, 2016 at 11:44 AM, Richard Kahn < wrote:
Sea wall vendor from Brian for 64,915 will not due just a footer repair
They are concerned that the hydrostatic pressure behind the wall is too great and without installing weep
holes the new footer will fail and they to not want that liability
Please advise if we should do entire job for 64,915 or obtain another bid
Thank you
Richard Kahn
HBRK Associates Inc.
575 Lexington Avenue 4th Floor
New York, NY 10022
tel
fa
Begin forwarded message:
From: Yahoo
Subject: Fwd: El Brillo Way Sea Wall Bids
Date: March 8, 2016 at 10:37:07 AM EST
To: Richard Kahn
EFTA00832267
Sent from my iPhone
Begin forwarded message:
From: David Newmark
Date: March 8, 2016 at 8:55:23 AM EST
To: Brian Arrandale
Subject: Re: Fwd: El Brillo Way Sea Wall Bids
Reply-To: David Newmark
Hi Brian,
Just to follow up with our last conversation, I am strongly advising against doing just the tooter repair.
The existing failed footer is due to the vast amount of hydrostatic pressure behind the wall. If you do not alleviate the
pressure behind the wall by installing weep holes, the new footer may fail as did the previous repair. Installing a footer
without weep holes will actually increase the pressure and may accelerate the movement of the wall.
We do not feel comfortable taking on the liability of what we consider a partial repair.
The correct repair to this wall in the order of importance is as follows:
1. Install weep holes. (Pressure relief and drainage)
2. Install Manta Rays. (To arrest the movement of the wall)
3. Install a footer.
Please call or email me if you have any questions.
Thanks,
Eric
Eric Newmark, David Newmark
Pilings Plus, Inc.
4856 Bocaire Blvd
Boca Raton Florida 33487
Eric:
Davi
Fax:
E-mail:
Website:
From: Brian Arrandale
To:
Sent: Thursday, March 3, 2016 5:28 PM
Subject: Fwd: El Brillo Way Sea Wall Bids
Eric ,
This is what I sent to the owner and his attorney. I just spoke to the attorney and the owner
wants a price to do just the sea wall repair. Let me know what you come up with. I advised
against doing just the sea wall, but lets see how it goes.
Thank You,
EFTA00832268
Brian Arrandale
Begin forwarded message:
Begin forwarded message:
From: Richard Kahn
Subject: Fwd: El Brillo Way Sea Wall Bids
Date: February 23, 2016 at 6:22:04 PM EST
To: "Jeffrey E." [email protected]>
attached are both bids:
original from Dan 29,800 and new bid from Brian 64,915
below Brian explains the differences between both bids
please advise
thank you
Richard Kahn
HBRK Associates Inc.
575 Lexington Avenue 4th Floor
Ne 22
tel
fa
cel
Begin forwarded message:
From: Brian Arrandale
Subject: El Brillo Way Sea Wall Bids
Date: February 23, 2016 at 4:47:07 PM EST
To: Richard Kahn et >
Rich,
I looked at both bids closely. I did a quick sketch to help (I hope) visualize whats going on with the sea
wall and what both Contractors are proposing.
The First part of both bids are relatively the same. Remove old sheet piling, pound new sheet piling into
the lake floor a few inches out from the old concrete and pour new concrete. This is meant to help hold
back the base of existing sea wall.
This step will help hold and buy some time, and I would say that both contractors would be in the
$30,000.00 range to complete this job.
Step 2 . This is where Pilings Plus would drill 29 manta rays approximately every 5 foot along the sea
wall on an angle down to further reinforce the sea wall. I've enclosed a youtube video link, so you can
understand what a manta ray is and does.
Step 3. Drill 18 weep holes approximately every 8 foot along the sea wall with well points to allow
EFTA00832269
water to drain out but not the soil.
As the tide rises the water from the lake actually flows behind the sea wall and the water in the
ground will rise with the tides. When the tide goes out the water is trapped behind the sea wall causing
hydrostatic pressure trying to get out. The weep holes allow it to go out reducing hydrostatic pressure.
Conclusion: Labontes bid or just installing the new sheet piling and concrete is a one step approach for
repair.
Pilings Plus has a multi or 3 step approach for repair that addresses 3 separate issues, and
of course is more costly but likely a more permanent repair.
I hope this helps
Thanks,
Brian
https://youtu.be/Rtq-YFgUQ60
From: David Newmark
Date: February 23, 2016 at 9:57:35 AM EST
To:
Subject: El Brillo sea wall re air
Reply-To: David Newmark
Attached is our proposal to repair the seawall at El Brillo. Much of this work have to be done under the existing
dock.
If you have any questions, do not hesitate to call.
Eric Newmark, David Newmark
Pilings Plus, Inc.
4856 Bocaire Blvd
Boca Raton, Florida 33487
Eric:
Davi
Fax:
E-mail:
Website:
EFTA00832270
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please note
The information contained in this communication is
confidential, may be attorney-client privileged, may
constitute inside information, and is intended only for
the use of the addressee. It is the property of
JEE
Unauthorized use, disclosure or copying of this
communication or any part thereof is strictly prohibited
and may be unlawful. If you have received this
communication in error, please notify us immediately by
return e-mail or by e-mail to [email protected], and
destroy this communication and all copies thereof,
including all attachments. copyright -all rights reserved
EFTA00832271
ℹ️ Document Details
SHA-256
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Bates Number
EFTA00832267
Dataset
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Pages
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