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FDOH in St. Lucie County
Environmental Health
Site Plan Approved for Construction
Supersedes All Previous Site Plans for
OSTDS # S°� l�3 53f <.— & Well #
Date:
Reviewer:
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Imoortant Notes:
1. FOR THE AQUAKLEAR AEROBIC
TREATMENT/DRIP DESIGN ONLY.
2. THE UNDERSIGNED MAKE NO GUARANTEES
OR REPRESENTATIONS REGARDING
INFORMATION SHOWN HEREIN PERTAINING
TO EASEMENTS, RIGHTS -OF -WAYS, SETBACK
LINES, AGREEMENTS, RESERVATIONS AND
OTHER SIMILAR MATTERS. THE SITE PLAN
SHOWN HEREIN WAS DEVELOPED/PROVIDED
BY OTHERS. ELEVATIONS AND
IMPROVEMENTS (IF ANY) WERE OBTAINED
FROM INFORMATION PROVIDED BY OTHERS.
3. CONTRACTOR & PROPERTY OWNER SHOULD
ENSURE THAT THE POWER SOURCE IS OF
APPROPRIATE VOLTAGE/AMPERAGE FOR THE
PUMPS & BLOWER. INSTALL LOCAL
QUICK -DISCONNECT.
4. THE UNDERSIGNED ASSUMES NO LIABILITY
FOR SYSTEM FUNCTION IF ACTUAL SEWAGE
FLOW EXCEEDS THE DESIGN FLOW OR IF THE
FLOW IS NOT SUFFICIENT TO MAINTAIN
PROPERT ATU FUNCTION/HEALTH. SYSTEM
SIZE BASED ON REQUIREMENTS SET FOR IN
THE F.A.C. 64E-6.
5. DESIGN WASTE FLOW BASED ON
INFORMATION PROVIDED BY PROPERTY
OWNERICONTRACTOR AT TIME OF DESIGN
PRIOR TO PERMITTING, CONSTRUCTION OR
OCCUPANCY.
6. THE UNDERSIGNED ASSUMES NO LIABILITY
FOR SYSTEM FUNCTION OR PERFORMANCE
ISSUES RELATED TO TEMPERATURE,
EFFLUENT TOXICITY, LACK OF PROPER
SYSTEM OPERATION AND/OR MAINTENANCE
OR DISREGARD OF COMMONLY ACCEPTED
GOOD PRACTICES FOR TREATMENT OF
SEPTIC SYSTEMS BY OWNERS/TENANTS.
7. THE UNDERSIGNED ASSUMES NO LIABILITY
FOR PONDING OR SATURATION IN DRIPFIELD
RESULTING FROM OVER IRRIGATING OF
LAWN AND/OR LANDSCAPING.
B. THE UNDERSIGNED ASSUMES NO LIABILITY
FOR SYSTEM FUNCTION OR PERFORMANCE
IF A WATER SOFTENER IS INSTALLED.
9. THE UNDERSIGNED ASSUMES NO LIABILITY
FOR SYSTEM FUNCTION OR PERFORMANCE
IF THE ATU'S ARE NOT PUMPED EVERY 3-5
YEARS OR AS DETERMINED NECESSARY BY
MAINTENANCE ENTITY.
10.THE UNDERSIGNED ASSUMES NO
LIABILITY FOR SYSTEM FUNCTION OR
PEFORMANCE ISSUES RELATED TO ERROR
DURING INSTALLATION OR FAILURE TO
COMPLETELY FOLLOW DESIGN
SPECIFICATIONS OR IF THE
INSTALLER/MAINTENANCE ENTITY DOES NOT
FOLLOW MANUFACTURERS
RECOMMENDATIONS FOR PROPER SYSTEM
START-UP OR IF DOSING PROGRAM IS NOT
SET TO SUBMITTED SPECIFICATIONS.
11.THE UNDERSIGNED ASSUMES NO
LIABILITY FOR THE FUNCTION/PERFORMANCE
OF THE DRIPFIELD IF MAINTENANCE ENTITY
DOES NOT PROVIDE METER
READINGS/ACTUAL DISPOSAL FLOW TO
DESIGNER/ENGINEER DURING ROUTINE
MAINTENANCE. THIS INFORMATION IS
REQUIRED TO ENSURE THAT THE
APPROPRIATE NUMBER OF DOSES PER DAY
ARE OCCURING.
12.NO LIABILITY WILL BE ASSUMED IN ANY
WAY IF THE UNDERSINGED ARE NOT
NOTIFIED OF SYSTEM INSTALLATION IN
ORDER TO CONDUCT A FINAL INSPECTION TO
ENSURE THAT THE INSTALLATION MEETS THE
SUBMITTED DESIGN SPECIFICATIONS.
13.THIS SYTEM MUST BE INSTALLED BY A
REPUTABLE CONTRACTOR TRAINED AND
APPROVED BY AQUAKLEAR, INC. AND
EXPERIENCED IN THE PROPER INSTALLATION
OF THIS TYPEISIZE OF SYSTEM. THE
MAINTENANCE ENTITY MUST BE APPROVED
BY AQUAKLEAR, INC. AND FLORIDA DOH.
System Specification Notes:
1. AK6PTATU.
2. 1,050 gallon Cat 4 Florida Septic pump tank w/
Schaefer 20LE05P4-2W115 } hp pump.
3. Tank orientation/location may be altered as long
as they remain in same general location.
4. AKE headworks including 70000-052 control
panel.
5. Excavate 43".
5. 384 sq It dripfield- 192 linear feet of Netafim
(08WRAM1-12) drip line (192 emitters) on 25"
centers w/12" emitter spacing (8 lines approx. 15'
x 24). Supply/return lines 1.25" ached. 40 PVC.
Dripfield has 4 supply header and 4 return
header connections.
6. Dripline to be installed 5" ABOVE BM (3" below
grade). Recommend installing with 6" of cover.
7. 3" vent line to be installed by plumber in exterior
wall of addition venting through roof. Vent for
ATU to be connected to this line.
8. Manhole cover and riser to grade on pump tank
for access to pump.
9. Contractor to ensure that the operating pressure
is regulated to 30 PSI using throttle valve/pump
tank return line.
10. Design engineer must approve of any
modifications to design or location prior to system
installation except for tanks as noted above.
11. Timer to be set initially to run pump 11 minutes,
30 seconds off 1 hour 49 minutes. Maintenance
entity must contact designer during first
maintenance in order to reset dosing to
accomadate actual flow. Start up date, amount of
tubing and flow meter reading after initial start up
MUST be recorded on form provided by
manufacturer to be placed on inside of panel
door.
12. Override to be set to run pump 11 minutes, off 15
minutes.
Scour Velocity- 4.89 fUsec
Pump is capable of producing 22 gpm @
97.3' of head
TOTAL HEAD LOSS CALCULATION SHEET
A. STATIC HEAD (FT): (to raise effluent to dripfield)
B. FRICTION HEAD (FT):
LENGTH OF 1.26" PVC (FT) 87.7
LOSS FOR FILTER (FT) 11.6 (5 psi)
LOSS FOR SOLENOID VALVE (FT) 4.6 (2 psi)
LOSS FOR FLOWMETER (FT) 2.3 (1 psi)
EQUIVALENT PVC LENGTH (FEET)
FITTING Number Equivalent TOTAL
FLEX LOOPS 4 5 20.0
FLEXCONNECTS 8 1 8.0
FILTER CONNECTS 1 4.25 4.3
90e 2 7 14.0
45" 4 3 12.0
"T' • 0 7 0.0
58.3
TOTAL FRICTION HEAD (FT): 23.3 (PVC @ 3.28' loss/100',+ filter)
C. OPERATING HEAD (FT): 69 (30 psi)
TOTAL DYNAMIC HEAD (A+B+C): 97.3 FEET
Notes:
1/ The recommended pressures from Netafim must be observed
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120 4DO
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100
300
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250
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150
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100
20
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DRIP CALCULATOR
Job Nameniomeowrnr.
Steve lJCatsi
Address:
4509 River Place
City, State, Zip:
Fort Pierce, FL 34982
Permit Ag-y..
Saint Lucie County
Installer Name:
Designed By.
Frank A. Cleaton, Jr. P.E.
Date:
Gallons Per Day
300 Operating Pressure (PSQ
30
Operating Pressure (PSQ@.mtear
30
Sol] Loading Rate(GPD, Per Sq. FQ 0.8 eec eeyP.rsesymdmmaaerop,refp,aa
d Ppaatig ae.sae (Pres.,Pe emmm.ePe alarm
Select drip rate (GPM
0.92 .eeecneranmm W-J.R.nresaamo.•or-
Emitter Spacing (in)
12-whrsadw
Desired Dose Time (per day)
12
#of Zones
1 Square feet of Application Area
384
Drairfiefd Reduction Credit%
0
Recincdation Rate (GPM)
17
(Muln-n mPinedailan during each
Reid lash cycle Linear Feet of Tubing
192
Ya camp lank mtum and finer Rich On. Appm Irratey
2- a gpm via fftereush One during mguw NumberofEmifters
192
pump ccle).
Linear Feet ofTubirg Per Zone
192
Emitters PerZone
192
Drip Rate (GPM
0.92
Gallons Per Minim Per Zone
2.9
Doses per Zone
8
Total Doses per Day
8
Time Between Doses in Flours
3.0
Total Run time In MintLes
107
Mapmmn Connections to Manifold
10
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RETURN TO BACKFLUSH RETURN
TRASH TANK SOLONOID FROM DRIP
FIELD J
LL
RETURN TO
PUMP TANK AIR RELIEF
AMPLE S HR DER
PORT VALVE
THROTTLE
VALVE
FROM PUMP FLOW METER TO DRIP
FIELD
�� AKE Single Filter
L J° Headworks
a
0 5 10 15 20 25 so GPM
00 LO 2.0 3.0 4.0 &0 6.0 7.0 MIPH
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