EFTA00628531.pdf

From: Richard Kahn To: Jeffrey Epstein <jeevacationggmail.com> Subject: Fwd: AYH Dock Repairs Date: Wed, 16 Aug 2017 13:12:56 +0000 having call 9:30am today with AYH they just sent the following for call.. please advise if you have any other questions or thoughts.. Richard Kahn HBRK Associates Inc. 575 Lexington Avenue, 4th Floor New York, NY 10022 Begin forwarded message: From: "Mukamal, Thomas" allia Subject: AYH Dock Repairs Date: Au ust 16, 2017 at 9:06:13 AM EDT ,< To: ' Cc: "Lande, Mark" >, "Mukamal, Thomas" Rich — for our call today AYH Pile Cap/Pile Cap Repairs: The method proposed is as follows: 1. Hammer drill/chisel down to rebar where needed or just to the point of removing broken concrete showing. 2. Treat the rebar that exists with a product such as Rust Stop that chemically bonds the rust and basically stops it from progressing. This is to be done on exposed and/or obvious bad areas with the understanding that some rusting and or internal damage may still exist that is not evident. 3. Drill dowel holes and add rebar where the old rebar sections are rusted to the point of absolutely no structural integrity at all. The feeling is that we WILL be adding a substantial amount of rebar. 4. Once the metal has been stabilized, form around the pile or pile cap and fill will Sika123+ or like material. This is a very high strength (6k PSI or so) two part mortar mix that adds quite a bit of structural strength. As well, we plan on (if the material can be mixed as we believe it can at this time) adding fiber to this mortar mix thus adding much more strength and bonding. This particular material also includes a metal "sealing" chemical that should aid in the preservation of the metal mentioned above. 5. Depending on the cosmetic look after the repairs a surface coat of some product (unidentified as yet) may be required to unify the look of the repaired areas EFTA00628531 6. This proposal is to repair every pile and pile cap on A, B, and C docks. D dock at this time isn't in need of any immediate repairs. This methodology could change somewhat depending on the contractor selected and the possibility of their suggestions for alternate materials believed to work better. To date, this has appeared to be the most attractive solution available based on price, timing, and scope. This proposal is not to be construed as a permanent solution to the existing problem but should add enough structural integrity to extend the marina useable life for the short term. NEXT STEPS 1. Confirm which contractor 2. Carry out a trial on one or two pile caps, as at this time, we do not really know the true makeup of the pile cap. 3. Reconvene to discuss adequacy and anticipated longevity of the work. As discussed — if we can execute this successfully — we could save several million dollars etc. This message, and any attachments hereto, is confidential and intended exclusively for the use of the individual or entity to whom it is addressed. This communication may contain information that is confidential, proprietary, privileged, subject to a confidentiality and/or non-disclosure agreement, or otherwise exempt or protected from disclosure (either by contract or under applicable law). If you are not the intended recipient, you are hereby notified that printing, retaining, reproducing, copying, disclosing, disseminating or using this message or any information contained herein (including any reliance thereon) is strictly prohibited. If you have received this message in error, please contact the sender immediately and destroy the message (including any attachments) and any copies in their entirety, whether in electronic or hard copy format. Nothing contained in this e-mail shall be considered a legally binding agreement, amendment or modification of any agreement with Island Global Yachting Ltd or any of its affiliates, each of which requires a fully executed agreement to be received by Island Global Yachting Ltd or such affiliate. EFTA00628532