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BUILDING PLAN CHECK
ST. LUCIE COUNTY -FORT PIERCE FIRE PREVENTION BUREAU
FORT PIERCE, FLORIDA 33450
DATE RECEIVED:
T C. PHONE NUi•16ER:
TRACTOR:.-
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ARCHITECT: PHONE NUMBER:
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LOCATIOie:
OF OCCUPANCY �/ /_'—"�—`r �s TYPE OF CONSTRUCTION:
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TYPE
,{ _ ER OF FLOORS:
SIZE OF BUILDING: �5� So NWIB
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TYPICAL FLOOR PLAN —2ND FLTF�PU PENTHOUSE �
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ENGINEEF_ PLANNERS SURVEYORS \D EANRI� �� �7ATE
13_G PALM F3EACH RJAD I_HUTCHINSON ISLAND ST LUCIE COUNTY FLORIDA
S1 UART FLORIDA RI EGLER Act _..{ 1AT {r�I� NIT�I�T��_� L��NNtR� SHE��
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SITE PLAN
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GENERAL NO7FS
a 1. Owners: Oreanr.ise of Hutchinson Island
10310 South A-1-A
?ensen Beach, F?orida 33457
305-334-6565
2. Total site area : 4.0 Acrs,
3. Boundary Survey prepared by Price Engineering Company
4. Topographical Sure} prepared by : James A' Kirby,
R. L. S. # Z3917 Fort Poerce, Florida dated 1/28/74,
5. Land use = Residental
U. Construction to be compIcted in one (1) phase.
7. All utilities to be iastalled underground.
8. All strom water discharge to be l-, retention.
9. Sanitary Sewage to be by private collection and treatment systems,
10.. Waster supply by existing service from Fort Pierce Utility Authority.��
11/ Total number of units = 68
iZ. Totai Parkin- Spaces = 139
B. For Landscape Plan, see Architectural Dwg. A-L
Architectural design b•.; Riegler Assocs.
Fort Pierce, Florida.
SITE PLAN
NC,dI�JE--c 1 I OCEA1 RISL
I( t RS- NLF1NNEf- S-SURVEY()R+ HUTCHINSON ISLAND ST.' LUCIE COUNTY FLORIDA
J-3�0 PLANT BEACH ROAD � - �, ,- --,I �TE� AR'��! �' _;. J" ��LA
STU i FL :Ki(JW i It_.._ - _
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3. All installation of Undergroand Sewer Pipe & lr ttiul,s, shall, be: ux act'
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C}IeC1a Valves;
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PR-60, Material. Specification .•ha;; conform to Type I, Grade• I. and ASTM
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178,i, rctcomniered Manufacture " World oi_" Plastics", D. W.C. Pape, Sch.. -10, I
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DESCRIPTION OF OPERATION
TE - i - 3 FILTER SYSTEM
DOSING CYC LE
Solids laden water is wriped from the dosing tank by a subir.ersit;le pump,
it
up through the dosint, line and eischar+ ed near the top of the filter... It then
flows i'y gravity down tlirougb the anthracite and sand media. The filtrate
is collected by an underdrain system and discharged out the bottom of the
filter cell and into the iackwash tank. The dosing pump cycle is controlled
by two mercur; float switches. One switch is located at the 2-1/2 foot water
level in the dosing tank and when tripped by the rising water level initiates
the dosing cycle. When the dosing pump lowers the water level in the dosing
tank to the 12 inch level a second mercury float switch will automatically stop
the dosing cycle. Dosiaz; cycle will resume operation when tiie water level
rises and trips the upper float switch.
BACKWASH CYCLE
Once every twenty four hours or when filter clogs, the media must Fie washed
free of its entrapped solids. `This is accomplished by reversin the flow
throu,,h the filter bed. When 'backwash is initiated, (either by a 24 hour time
clock or an emergency high level mercury float ---switch in the filter cell)
the dosing cycle is stopped and the backwash pump is started. Clean water is
pumped from the backwash tank into the 1-:ottc m of the filter cellf There it is
distributed aver the filter bottom cross section k,y the underdrain system.
The water expands and agitates the filter media :zreaking loose the entrapped
solids and carrying them up thru the top of the accelerator cone into the
From the
backwash water collection area in the top of the filter cell. collection
area the Lackwash £vlater with its load of solids is disc carded into the backwash
holding tank. The rising, water level in the backwash holding tank will trip
a mercury float switch which will start the backwash holding pump. The 'back-
wash holding pump will return the backwash water back to the treatment plant
"
influent at a rate approximately equal to the average treatment yjinfluent
rate. The backwash holding pump will continue to ran until the tank is
emptied and the mercury float switch signals for the pump to stop.
OPTIONS
Air scour for approximately two rninutes before the oackwash pump starts,
air is introduced through amanifold system into the filter media,) Ciis provides
additional abitation of the media and bolps to break up t�na accumulate cd s'-lids
or more efficient uackwashing
•NERAL NOTES
All operations fo the filter system are completely automatic.
Since the influent and effluent of the filter system is by gravity, tiiee engineer
should carefully check the hydraulic profile 0, the complete treatment system
before beginning any construction.
For more detailed information contact local Davco - Defiance Representative.
DESIGI, CRITERIA
Filter system capacity' -------------------------------------- 20,000 GPD
Average dosinc rate at full capacity Z GPM/FT2
Maximum backwash rate ------------------------------------ 15 GPM/FT 2
_,
Maximum air flow fo1 air scour ----------------------------- 5 (;PM/FT?
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1320 PALM BEACH ROAD
STUART FLORIDA
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