<table><tr><th>From:</th><th>Jennie Enterprise &lt;Jennie@coreaccess.net&gt;</th></tr><tr><td>Sent:</td><td>Saturday, January 14, 2012 7:54 PM</td></tr><tr><td>To:</td><td>Jeffrey Epstein (Jeevacation@gmail.com)</td></tr><tr><td>Subject:</td><td>FW: Epstein House</td></tr></table>

HOW ARE YOU ? U will LOVE the new design ....See below ....Who can I cont=ct that may be able to guide me towards answers to the following questions= MISS YOU !!!!

CORE: Jennie Enterprise I Founder & Chairman I 66 East 55th Street Ne= York NY 10022 I Main: 212 486 6600 | Mobile: 917 330 1033 | jennie@core=ccess.net I www.coreaccess.net

-----Original Message-----

From: Steve Armstrong [mailto:sarmstrong@sgblocks.comj Sent: Thursday, January 05, 2012 6:26 PM To: Andrea Dart; David Cross; James Southard; Duke Claghorn; Jennie Enterpr=se; Dangene; Paul Galvin Subject: RE: Epstein House

As a result of our conference call you requested that we consolidate a list=of technical questions and information that we will need in the near term =o proceed with the design and construction of this project.

1. WE need to know what governmental authority ( if any) has jurisdiction =ver any construction on the island. I know this is a private island but t=e fact that it is part of the US Virgin Islands means there will be some s=rt governmental oversite however slight that might be. Since he has alread= built some structures on the island he should be very familiar with any j=risdictional requirements. WE just need to know what they are.

2. We will eventually need a topographic survey of the site to be built upo=. The sooner we get that the better. It will define such things as:

a. high and low tide levels

b. any setback restrictions from mean sea level trace

c. Any maritime easements

- d Topography of the site

e. Storm surge setbacks

f. STorm surge elevations

3. We may not need it immediately but eventually we will need to know how t= design the foundations. Since this is an island and we will be within the=beach zone we would automatically assume we are primarily sand. The depth= condition and bearing capacity of the sand or the underlying rock will ne=d to be identified so we know how to design the foundations. Since he has =lready built on the island he may already have a good idea of what to expe=t once we start digging on the beach.His architect or contractor who did t=e work so far on the island certainly would know. This could be as simple =s just having him give us the name of the architect and /or contrator he w=rked with there and we could get a lot of our questions answered just by t=lking to them directly. Other questions for the local guys there.

a.Short cycle logistics providers to the island

b. Looks like a M&R facility of some sort on island. What equipment if any=is already on the island and can be used. ( cranes, forklifts, trucks to =o from landing area to the site,...etc.)

c. Subsurface soil conditions

4. Is their an existing Pier? If so, depth and load ratings alongside exist=ng pier.

5. If no pier the we would use LCU (Landing Craft Barge) Please pinpoint =n Chart which is most appropriate Beach for LCU and associated road access=from landing point to site.

AS I Noted above, IF we could talk to the architect or contractor or some o=her local down there who works in the trades and already has built down t=ere, we can get answers to most of this stuff but it is critical that we k=ow the information because it will determine the method of delivery and th=refore how we build the modules

Steve Armstrong
President/COO
615-566-5092

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