HomeMy WebLinkAboutMISC EMAILa
FPL
April 10, 2018
ERIK SOMMER
266 E. Jericho Turnpike
Huntington Station, N.Y. 11746
SCANNED
BY
St. Lucie County
Re: Farrell Storage at 605 Kitterman Road, Port Saint Lucie
Dear Erik:
Florida Power & Light Company
RECEIVED
JUL 2 3 Z018
ST. Lucie County, Permitting
This is to confirm that, at the present time, FPL has sufficient capacity to provide electric service to the above
captioned property. This service will be furnished in accordance with applicable rates, rules and regulations.
Preliminary analysis of your request has indicated that a line extension will be required and will most likely
require a Contribution in Aid of Construction to be paid in order to provide service.
Please provide the final site plan, site survey and electrical load data as soon as possible so the necessary
engineering can begin.
Early contact with FPL is essential so that resources may be scheduled to facilitate availability of service
when required.
Sincerely,
Diana Villegas
Engineer
a NEXTera ENERGY Company
I Florida's Leading Engineering Source
Environmental • Geotechnical • Construction Materials Testing • Threshold and Special Inspections • Plan Review & Code Compliance
October 18, 2018
Park East Construction Corp.
Attn: Mr. Erik Sommer QO
266 E Jericho Turnpike E
Huntington Station, New York 11746 Subject: Pad Certification LetterFarrell Storage at Kitterman miLtin9
605 Kitterman Road
Port St. Lucie, Florida
GFA Project No. 18-3920.00
Re: Tierra South Florida Project No. 7111-16-0202 dated August 8, 2016
Dear Mr. Sommer:
GFA International, Inc. (GFA) has completed testing services during the site preparation phase for
the above referenced project. A review of GFA's field density test report indicates the soils placed
as fill within the building pad achieved a minimum of 95 percent of the maximum dry density as
determined by the modified Proctor test (ASTM D1557).
Based on the test results, the soils have been prepared in general accordance with the
recommendations presented in the referenced Tierra South Florida report dated August 8, 2016.
The soils upon which the referenced structure will rest are capable of providing a safe bearing
capacity of 3,000 psf. I
We appreciate the opportunity to be of service to you during this project. Please contact the
undersigned if you have any questions or comments, or if we may further assist you.
Respectfully Submitted,
GFA INTERNATIONAL. INC.
No. 4930
��,tCENS�c �' •.
S'�l. rc�ba��i)g ' 0��
FIT'' j'� �ti ` 63218
11tlllll III%%
607 NW Commodity Cove • Port St. Lucie, Florida 34986 • (772) 924.3575 • (772) 924.3580 (fax) • www.teamgfa.com
OFFICES THROUGHOUT FLORIDA