HomeMy WebLinkAboutSewagerue- �opy.A
STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL
SYSTEM
CONSTRUCTION PERMIT FOR: OSTDS New
APPLICANT: (Standard Pacific of Florida GP, Inc)
PROPERTY ADDRESS: 3010 NW Radcliffe Palm City, FL 34990
LOT: 4 BLOCK:
SUBDIVISION: Riverbend
PERMIT #: 66-SF-I 764096
APPLICATION #:AP1291313
DATE PAID:
FEE PAID:
RECEIPT #:
DOCUMENT #: PR1062864
PROPERTY ID #: 4425-703-0009-000-8 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER]
[OR TAX ID NUMBER]
SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION
3.81.0065, F.S., AND CHAPTER 64E-6,. F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE
SATISFACTORYPERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS,
WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE
PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT- IN THIS PERMIT BEING MADE NULL AND VOID.
ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM, COMPLIANCE WITH OTHER FEDERAL,
STATE., OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY.
SYSTEM DESIGN AND SPECIFICATIONS
T [ _ 800 ] GALLONS / GPD AauaAire AA800 Aerobic Unit CAPACITY
A [ 450 ] GALLONS / GPD Pre treatment tank CAPACITY
N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS]
K [ 450 ] GALLONS DOSING TANK CAPACITY [77.00 ]GALLONS @[ 6 ]DOSES PER 24 HRS #Pumps [ 1 ]
D [ 576 ] SQUARE FEET Netafim drioline SYSTEM
R [ ] SQUARE FEET N/A SYSTEM
A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [X1 MOUND [ ]
I CONFIGURATION: [XI TRENCH' [ ] BED [ ]
N
F LOCATION OF BENCHMARK: pop nail in curb N of N PL elev 8.56
I ELEVATION OF PROPOSED SYSTEM SITE [ 0.00 ][INCHES FT ][ABOVE BELOW] BENCHMARK/REFERENCE POINT
E BOTTOM OF DRAINFIELD TO BE [ 6.00 ][INCHES FT ][ABOVE BELOW] BENCHMARK/REFERENCE POINT
L
D
0
T
H
E
R
FILL REQUIRED: [ 24.003 INCHES EXCAVATION REQUIRED: [ bb.UU ] INCHES
The system is sized fo with a maximum occupancy of 8 persons (2 per bedroom), for a total estimated flow of
460 gpd.
The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with
s. 64E-6.013(3)(f),' FAC. Performing Lift Dosing.
Pumps must be certified as suitable for distributing sewage effluent.
NEEDS BIANNUAL OPERATING PERMIT/ME CONTRACT FOR 2 YEARS
PE DESIGN REQUIRED SIGN OFF AT CONSTRUCTION FINAL (Designed by Todd N Smith)
SPECIFICATIONS BY: Brian Davis TITLE: Master Septic Tank Contractor
APPROVED BY: TITLE Environmental Specialist II St. Lucie CHD
Brian J Ingram. -
DATE ISSUED: 05/24/2017 EXPIRATION DATE: 11/23/2018
DH 4016, 08/09 (Obsoletes all previous editions which may not be used)
Incorporated: 64E-6.00.3, PAC Page 1 of 3
v 1.1.4 AP1291313 SE1035232
NOTICE OF RIGHTS
A party whose substantial interest is affected by this order may petition for an
administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. Such
proceedings are governed by Rule 28-106, Florida Administrative Code. A petition for
administrative hearing must be in writing and must be received by the Agency Clerk for the
Department, within twenty-one (21) days from the receipt of this order. The address of the
Agency Clerk is 4052 Bald Cypress Way,. BIN A-02, Tallahassee, Florida 32399. The Agency
Clerk's facsimile number'is 850-413-8743.
Mediation is not available as an alternative remedy.
Your failure to submit a petition for hearing within 21 days from receipt of this order will
constitute a waiver of your right to an administrative hearing, and this order shall become a'final
order.
Should this order become a final order, a party who is adversely affected by it is entitled
to judicial review pursuant to Section 120.68, .Florida Statutes. Review proceedings are
governed by the Florida Rules of Appellate Procedure. Such proceedings may be commenced
by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a
second copy, accompanied by the filing fees required by law, with the Court of Appeal in the
appropriate District Court. The notice must be filed within 30 days of rendition of the final order.
St. Lucie County Health Department
HEALTH
5150 NW Milner Dr Port Saint Lucie, FL 34983
ALTH
PAYING ON: PERMIT#:56-SF-1764096 BILL DOC #:56-BID-3433378 CONSTRUCTION APPLICATION #:AP1291313
RECEIVED FROM: The Milcor Group, Inc. AMOUNT PAID: $ 400.00
PAYMENT FORM: CREDIT CARD PAYMENT DATE: 05/18/2017
MAIL TO: (Standard Pacific of Florida GP, Inc)
FACILITY NAME:
PROPERTY LOCATION:
3010' NW Radcliffe
Palm City, FL 34990
Lot: 4
Block:
Property ID: 4425-703-0009-000-8
EXPLANATION or DESCRIPTION: QUANTITY FEE
-1 - OSTDS Construction Application and.Plan Review,New
1
$
100.00
126 = OSTDS Construction Permit (New or Mod, Amendment)
1
$
55.00
127 - OSTDS Construction System Inspection
1
$
75.00
128 - OSTDS Construction System Inspection Research Fee
1
$
5.00
133 - OSTDS Construction Reinspection
1
$
50.00
-1 - Surcharge (All)
1
$
15.00
-1 - OSTDS New Permit Surcharge
1
$
100.00
RECEIVED BY: VanceMH AUDIT CONTROL NO. 56-PID-3242910
E
oSTATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL
SYSTEM
APPLICATION FOR CONSTRUCTION PERMIT
APPLICATION FOR:
PERMIT 140.5(q �5!<'• 1710 y�9
DATE PAID.:
FEE PAID:
RECEIPT #:
[X ] New System [ ] Existing System [ '] Holding Tank [ ] Innovative
[ ] Repair [ ] Abandonment [ ] Temporary [ ]
APPLICANT: Standard Pacific of Florida GP, Inc.
AGENT: The Mi1Cor Group, Inc.
TELEPHONE: 772-223-8850
MAILING ADDRESS: 6526 S Kanner Highway, Stuart, FL 34997
TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED
BY A PERSON LfCENSED PURSUANT TO 489.105(3)(m) OR 489.552, FLORIDA STATUTES.. IT IS THE
APPLICANT'S RESPONSIBILITY TO PROVIDE DOCUMENTATION OF THE DATE THE LOT WAS CREATED OR
PLATTED (MM/DD/YY) IF REQUESTING CONSIDERATION OF STATUTORY GRANDFATHER PROVISIONS.
PROPERTY INFORMATION
LOT: 4
BLOCK: SUBDIVISION:
Riverbend
PLATTED:
Yes
PROPERTY ID
#: 4425-703-0009-000-8
ZONING: PUD
I/M OR EQUIVALENT. [
Y / N ]
PROPERTY SIZE; ACRES WATER SUPPLY: [ ] PRIVATE PUBLIC [ ]<=2000GPD [. ]>2000GPD
IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y / N ] DISTANCE TO SEWER: FT
PROPERTY ADDRESS: 3010 NW Radcliffe Way, St. Lucie County, FL
DIRECTIONS TO PROPERTY:East on Becker Rd. for approximately 2.5 miles to Gilson
Rd. Then north on Gilson Rd. for approximately a mile. Then
East on NW Radcilttay.
BUILDING INFORMATION
Unit Type of
No Establishment
1
Single Family
2
[ X] RESIDENTIAL [ ] COMMERCIAL
No. of Building Commercial/Institutional System Design
Bedrooms Area Sqft Table 1, Chapter 64E-6, PAC
4 3688
4 ,�, �. .... ....••.•;
0
[ ] Floor/ qu . D ains [ Other ( Specify)
SIGNATURE:
. e to
DH 4015, 08/09 (Obsoletes previous editions which may not be uset���'•,
Incorporated 64E-6.001, FAC �i �iQ•'' • • ' Q
1 of 4
STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM
SITE EVALUATION AND SYSTEM SPECIFICATIONS
PERMIT
i
APPLICANT: AGENT: f
iOT:f BLOCK: SUBDIVISION:
PROPERTY ID t: 4 y �'� 707 �UG?Y ' C� t� [Section/Township/Parcel No. or Tax ID Number]
TO BE COLLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR. OTHER QUALIFIED PERSON. ENGINEERS
MUST PROVIDE REGISTRATION NUMBER AND:SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL
ITEMS.
PROPERTY SIZE CONFORMS TO SITE PLAN. [A' YES [ ] NO NET USA78'�S
��:i � / ACRES
TOTAL ESTIMATED SEWAGE FLOW: �/vu GALLONS PER DAY [s�r•.F _1/O„THTHER-TABLE2]
AUTHORIZED SEWAGE FLOW: f �rCa7 GALLONS PER DAY [1500 GPD/ACRE O 2F00 GPD7XtZM]
UNOBSTRUCTED AREA AVAILABLE,: SQFT UNOBSTRUCTED AREA REQUIRED: Ora SQFT
BENCHMARK/REFERENCE POINT LOCATION:
PC i�../�/}' .? + 'U [_ �.� ' �/ ;r �41' /1 �% { (R. �� 1— C.�P_ C,;• fsjj L I
ELEVATION OF PROPOSED SYSTEM SITE IS [ZNCHWAMZ ' [ABOVE/BELOW] BENCMdARK/REFERENCE POINT
THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM T PROPOSED SYSTEM TO THE FOLLOWING FEATURES
SURFACE WATER: a-w FT DITCHES/SWALES: IN, FT NORMALLY WET? [. YES [ ] NO
WELLS: PUBLIC:��FT LIMITED USE:�N.�FT PRIVATE: N.' FT NON -POTABLE: N'� FT
BUILDING FOUNDATIONS': s FT PROPERTY LINES.: FT POTABLE WATER LINES:.�FT
SITE SUBJECT TO FREQUENT FLOODING: [ ] S j11 NO 10 YEAR FLOODING? [ ] YES ],-No
10 YEAR FLOOD ELEVATION FOR SITE: „�l/�—FT MSL/NGVD SITE ELEVATION: i7 FT MSI;/NGVD
3yiL rAy9'.LLAz imi
MUNSELL #/COLOR
t 2 L
t ` C
JliMwxlUN SITE 1
TEXTURE
r,(
f, 5
TO
TO.
TO
TO
TO
USDA SOIL SERIES: 5 r •L v > ,,t�—
SOIL PROFILE INFORMATION SITE 2
MUNSELL #/COLOR TEXTURE DEPTH
d ii y( ;',7 TO / y
75
TO
TO
TO
TO
USDA SOIL SERIES:
OBSERVED WATER TABLE: INCHES [ABOVE /:BELOTr]%EXISTING GRADE. TYPE: [PERCHED �'1A§fil NT]
ESTIMATED WET SEASON WATER TABLE ELEVATION: INCHES [ABOVE /e, Wj) EXI9 �G-GRADE
HIGH WATER TABLE VEGETATION: [ ] YES [A. NO MOTTLING: [. YES [ ] NO DEPTH: /, INCHES
SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: � . �!5 DEPTH OF EXCAVATION: t='� INCHES
DRAINFIELD.CONFIGURATION: (W TRENgH j ] BED, [ ] OTHER (SPECIFY)
i -11.i - -vim,-f F= f e-, " ,..i 7 r ice. `1 • V .�
SITE EVALUATED BY: �_ f [ t1F�t- ,�V �i 'z' A4 C%J2 t I*�J ATE:
,Ei `
DR A015, OB/09 (Obsoletes previous editions which may not be used) incorporated: 63_ G1; FAC.:�qg 3 of 4
��fl1f111111���
Property Card
Page 1of1
5 =5 -174 'Of, &
Michelle Franklin, CFA — Saint Lucie County Property Appraiser -- All rights reserved.
Property Identification
Site Address: 3010 NW Parcel ID: 4425-703-0009- Account #: 176824 Sec/Town/Range:
Radcliffe WAY 000-8 25/34S/40E
Map ID: 44/25S Zoning: PUD Use Type: 0000 Jurisdiction: Saint Lucie
County
Ownership
Standard Pacific Of Florida
15360 Barranca PKWY
Irvine, CA 92618
Legal Description
RIVERBEND (PB 67-36)- LOT 4
Current Values Historical Values 3-year
Just/Market:
$73,300 Assessed:
$59,950 Year Just/Market Assessed
Exemptions
Taxable
Exemptions:
$0 Taxable:
$59,950 2016 $73,300 $59,950
$0
$59,950
2015 $54,500 $54,500
$0
$54,500
-
2014. $54,500 $54,500
$0
$54,500
Sale History
Date
Book/Page
Sale Code Deed Grantor
Price
11-26-2012
3460 / 0152
0205 SP Stuart Property Holdings Ltd,
$7,000,000
Primary Building Information
Finished Area of this building: 0 SF
Gross Area of this building: 0 SF
Exterior Data
View:
Year Built: N/A
Primary Wall:
Bedrooms: 0
Full Baths: 0
Half Baths: 0
Type
Roof Cover:
Roof Structure:
Building Type:
Frame:
Grade:
Effective Year: 2014
Story Height:
No. Units, 0
Secondary Wall:
Interior Data
A/C %: 0%
Electric:
Primary Int Wall:
Heated %: N/A%
Heat Type:
Avg Hgt/Floor: 0
Sprinkled %: 0%
Heat Fuel:
Primary Floors:
Total Areas
Finished/Under Air 0
(SF):
Gross Area (SF): 0
Land Size (acres): 0.44
Land Size (SF): 19,166
Total Building. Count: I
Special .Features and Yard Items
Qty Units Year Blt
This information is believed to be correct at this'time but it is subject to change and is not warranted.
0 Copyright 2017 Saint Lucie County Property Appraiser. All rights reserved.
ittp://www.paslc.org/RtCard/ 5/18/2017 _
FA
�5re c�q�9�
5
System Design Criteria
for
Standard Pacific of Florida
3010 NW Radcliffe Way, Port St. Lucie, FL 34983
(Lot 4, Riverbend 'PUD)
Aerobic Treatment Unit
With Drip Irrigation
Prepared By: Todd N. Smith, PE, Inc.
914 20" Place
Vero Beach, F132960
772-559-3699
I certify that the engineering features of this aerobic treatment system have been designed
or specified by me and conform to engineering principles applicable to such projects. In
my professional judgment, this system, when properly constructed, operated and
maintained, will achieve the established performance standard and comply with all
applicabl ``s�tM of &State of Florida and the rules of the Department.
N. Sm-&, PE
'"i1.0ftiowx
82
Drip Design Calculator
Job Name/Homeowner: Standard Pacific of Florida
Address:
3010 NW Radcliffe Way, Port St. Lucie; FL_34983
Permit Agency
_St. Lucie County
Health Department
Installer Name
Brian Davis Sgptic
Designed By:
_Todd N. Smith, PE, Inc.
Date:
Mav 15 2017
Gallons Per Day:
460 gpd
Soil Loading Rate (GPD, Per Sq. Ft.)
0.8
Recirculation Rate:
14.68 gpm
Minutes Per Dose
15
Emitter Spacing (ft.)
1
Sq. Ft. of Application Area
576
Drainfield Reduction:
0%
Linear Feet of Tubing
288
Number of Emitters
288
Linear'Feet of Tubing Per Zone
288
Number of Zones
1
Emitters Per Zone
288
Drip Rate (GPH)
.90
Gallons Per Minute Per Zone
4.32
Minutes Per Day Per Zone
107
Doses Per Zone
6
Total Doses Pei,Day
6
Time Between Doses in Hours
3.70
Total Run Time in Minutes .
107
Maximum Connections to Manifold 8
Gallons Per Dose 76.7
Total Dynamic Head Calculation
(TDH = Static Head + System Operating Head + Dirty Filter + Total Friction Head)
Static Head— 5:42 ft.
System Operating Head (29 psi) = 67 ft.
Dirty Filter = 11.5 ft.
Friction Operating Head
Header Diameter = 1.00 in..
Type of Fitting Eq. Length Quantity
1" Std. Tee 1.7 ft. 6
1" 90 Degree STD Elbow 5.3 ft. 2
1" 45 Degree 1.4 A. 2
Total Fitting Equivalent Length = 27.0 ft.
Actual Length of Discharge Pipe = 122.0 ft.
Total Pipe Length = 149.0 ft.
Total Friction Losses in 1" diameter discharge line
Total Eq. Length
13.6 ft.
10.6 ft.
2.8 ft.
GPM
HI in ft/100ft
HI of 149' of 1"
Dia.
Static +
Operating Head
+ Dirty Filter
Total Discharge
Head (ft.)
0
0
0
83.92'
83.92'
15
11.70'
1 17.43'
1 8192'
1 101.35'
20
18.90'
1 28.16'
1 83.92'
1 112:08'
Use Sta-Right S.T.E.P. Plus D-Series 4" Submersible Pump
(20 gpm — % HP)
Pump Curve shows 18.0 gpm @ 108 ft. of head
System needs 4.32 GPM
Recirculation 18.0 GPM - 4.32 GPM =13.68 GPM
Residential:
460 GPD
Maximum Lot Flow
1,325 GPD
(On Public Water - Lot Area=19,332
SF
All. Lot Flow=19,332 SF) / 43,560 sf/acre x 2,500 gpd/acre =1,109 GPD
Drip Area Required:
575 sq. ft.
Drip Area Provided:
576 sq. ft.
Obstructed Green Area Required:
864 sq. ft.
Unobstructed Green Area Provided:
1,000 sq. ft.
System Design Criteria
Residence is Bedroom (4,050 sf > Habitable Area > 3,300 sf) = 460 GPD
Drip System to be placed in Trench System
460 GPD / .8 GPD per sq. ft. = 575 sq. ft. of drainfield
0% drainfield reduction for aerobic treatment standard 64E6.012(2)h
Drainfield Requirement = 575 sq. ft. of drip irrigation
6 Lines at 48 feet long with emitters every foot and lines greater than 24" apart
288 emitters in 4 loops x 2 sq. ft. per emitter = 576 sf
Conti2ency Plan
1. At high water level,: the system will start,alarm. The owner must contact the
maintenance entity within 24 hours.
2. Maintenance entity personnel will inspect the system and make necessary repairs
within 36 hours as per 64E-6.012(4)(b).
3. Owner shall pump the tank as required to keep trash out of the aeration chamber.
Operation and Maintenance
The operation and maintenance manuals are provided to the installer and maintenance
entity at ihe.time of installation.
Installation
Installation instructions will be provided by Brian Davis Septic on site to insure proper
construction and installation.
DRIP EFFLUENT DISPOSAL SYSTEMS
DESIGN :CRITERIA - Dated May 15, 2017
Drip effluent disposal systems shall be permitted as an alternative drainfield option for
use in Performance -Based Treatment Systems in the State of Florida. The following
criteria apply.
Florida registered professional engineer shall design all drip effluent disposal systems
and the design shall include and consider the following:
1. Drip effluent disposal systems shall be considered performance -based treatment
systems.
2. Effluent for drip effluent disposal systems shall be pre-treated to reduce both the 5-
day Carbonaceous Biochemical Oxygen Demand (CBODs) and the Total Suspended
Solids (TSS) to each be less than 20 mg/1(Secondary Treatment Standards).
3. The infiltrative area required shall be the sameas the area required for a mineral
aggregate drainfield with reductions all for the reduction of CBODs and TSS as
noted in the Florida Administrative Code, Chapter 64E-6 Part IV, Performance -
Based Treatment Systems.
4. In a bed configuration, the drainfield area shall be calculated as extending one foot
beyond the sides of the outermost emitter lines.
5. In a trench containing a single distribution line, the drainfield area shall be
calculated as 2 feet x the emitter spacing in feet x the number of emitters.
6. Drip effluent disposal systems shall be considered pressure distribution systems.
7. Head loss calculations shall be provided to insure proper hydraulic pressure at the
emitter.
8. Pump selection shall be indicated in the design specifications. Pump ,performance
curves shall be provided.
9. Re-circulationrates shall be indicated on the drawings.
10. Check valves, petcocks, inline filters, and vacuum breaking device locations shall be
indicated on the drawings.
11. Drip effluent disposal systems shall be time -dosed over the 24 hour period. Demand
control dosing shall override timed -dosing in periods of flow where timed dosing
cannot handle the excessive flow.
12. All drip emitter systems shall be designed as continuous loop circuits with no dead-
end emitter lines. All systems need .to incorporate a mechanism for backwashing or
flushing.
13. Drip effluent disposal systems shall meet the following operating parameters:
Minimum operating pressure at the emitter head shall be 10 psi.
* Maximum operating pressure at the emitter head shall be 45 psi.
* Maximum system operating pressure shall be .60 psi.
* . Maximum discharge rate per emitter shall be 1.5 gallons per hour.
14. Drip emitter lines shall be drawn to scale and drip emitter spacing shall be indicated
on the drawings.
15. 'The maximum emitter longitudinal spacing on a distribution line shall be 2 feet.
The maximum distribution line spacing in a bed configuration shall be 2 feet.
16. The 24 inch separation from the seasonal high water table shall be measured from
the emitter orifice.
17. Setbacks shall be measured from. the drip emitter lines.
18. There is no drainfield sidewall in a drip -effluent disposal system. The'definition of
a filled system in a 64E6.002(24), Florida Administrative'Code, is not applicable to
drip effluent disposal systems. A drip effluent disposal system is considered to be a
mound system when any part of the bottom surface of any drip emitter line is located
at or above the elevation of undisturbed native soil in the drainfield area. A drip
effluent disposal system us considered a standard sub -surface drainfield system
when the entire bottom surface of every drip emitter line is installed below the
elevation of undisturbed native soil in the drainfield area.
19. For mound systems there shall be a minimum separation of 18 inches between the
shoulder of the fill and the nearest drip emitter line. Mound system slopes shall be
in accordance with s. 64E-6.009(3)(f), Florida Administrative Code. Mound systems
shall be stabilized in accordance with s. 64E-6.009(3)(f), Florida Administrative
Code.
20. For standard sub -surface systems, the elevation of any fill covering the drainfield
shall extend no less than 18 inches away from all emitter lines before tapering down
to natural grade..
21. Minimum cover on the distributions lines shall be 6 inches for standard sub -surface
systems and 9 inches for mound systems. The maximum cover for all systems shall
be no greater than 12 inches.
22. The system shall include a petcock on the dosing pump discharge line for effluent
sampling in lieu of the installation of monitoring ports required in s. 64E-6.029(2),
Florida Administrative Code.
23. All on -site sewage treatment: and disposal systems that include a drip effluent
disposal system shall have an annual operating permit, maintenance contract with an
approved performance -based system maintenance entity and shall be inspected in
accordance with a 64E-6.027(5), Florida Administrative Code.
24. Manufacturers of drip effluent disposal system distribution lines, emitters, and
components shall apply for and. obtain approval for specific model numbers or part
numbers prior to inclusion of the components on any site specific permit application.
25. Manufacturer's of.drip effluent disposal system components shall provide design and
installation manuals for engineering and construction guidance. Design manuals
shall include tables that detail flow rates vs: pressure and pressure loss per length(s)
of distribution pipe.
Answers for Drip Effluent Disposal Systems Design Criteria for the State of Florida
Dated May 15, 2017
1. Compliance
2. 2.9 mg/1'CBOD5 - 4.43 mg/l TSS (30 day effluent average - ANSINSF Standard
40)
3. Compliance
4. Compliance
5. Compliance
6. Compliance
7. Head Loss Calculations Provided
Pressure Loss in 149.0 feet of V tubing-& dirty filter is 15.31 psi.
Pressure Loss in return line = 5.16 psi
Flow Rate while the system is running is ' 18.0 GPM.
Pump is capable of producing 18 GPM at 108 ft. of head
Pressure to field will be adjusted to achieve a maximum of 30 PSI on the supple
manifold byopening the by-pass petcock located in the pump tank.
8. Pump Curve attached
9. 18.0 GPM, filter flush return line, 4.32 GPM during field flush,
13.68 GPM in pump tank.
10. Located in Headworks.
11 Compliance
12. Compliance
13. Minimum operating pressure at emitter head is greater than 10 psi
Maximum operating pressure at emitter head is less than 45 PSI
Maximum system operating pressure is less than 60 PSI
Maximum will be .90 GPH per emitter.
14. Compliance
15. Compliance
16. Compliance
17. Compliance
18. Compliance
19. Compliance
20. Compliance
21. Compliance
22. Compliance
23: Compliance
24. Completed with FDOH
25. Drip Manual given to Installer and Engineer
i
Pentair Model S.T.E.P. Plus-D Series
4" Multi -Stage Submersible Effluent Pump Stainless Steel
Uj
w
U_
Z
J
O
R
CAPACITY LITERS PER MINUTE
'Inn 0 25 50 75 100 200
0 4 5 I'l 30 45
CAPACITY GALLONS PER MINUTE
Specifications
so
V)
W
W
60 w
Z
Z
40 °
W
20
0
60
Body Construction: Stainless Steel (3.00 Grade,).
Horsepower: Y HP
Maximum Head: 225'
Maximum Capacity: 40 gpm (model dependent)
Flow At 10' Lift: model dependent
Switch: None
,Motor: Drywirournd; doublet4ll,"bearing, double sea,l:and thermal overioad`protectlon, UL and CSA
zpproved.
Impellers: Precision. molded Acetal for perfect balance ... ultra -smooth for the highest performance and
efficiency. Allows for .080" solids
Diffusers: Polycarbonate
2'/2
AgUaAlre Sewage Treatment System
Models AA500,60017505 800,1000, 1200, 1500 In One piece
Tank with Lid
Alternate Aerator Locations
Aerator �!— —i, -�►
314" Schedule 40 PVC not
more than 100 LF
from Plant 7f
21/z"
Schedule
n Clarifier
Volurne A
r•r+ovu
t)UUUIfU
1.50.
857
642
21r
AA750
750GPD.
1.85
1076
801
27°
AA1000
1000GPD
2.50
1420
1063
557
AA1500
1500GP0
3.75
2216 '
1699
51?
AA800
OOGPD
2.0
1155
858
Zg7
AA1200
1200GPD
3.0
1751
1300
1 451
Inlet
Tee
sembl
Mile'
Into
,,,ra --
Aerati"U!ine
2'/z"
CompClarifier D.
F--t�
Ctr.Ctr. Dim.
it Drop
3"
.."ir Deflection
3t, Disc
"Extend 10" into liquid depth on AA1500
B
C
D
E
F
G
H
71
64
60
63 .18'/.45.55
80%Z
64
60
63
21'/
52%
55
100'
64
60
63
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APPLICANT'S NAME: standard Pacific of Florida GP, Inc.
LEGAL DESCRIPTION• Riverbend (PB 67-36) - Lot 4
I certify that there are no potable private wells within 75 feet of the available area for the
proposed septic system; that there are no non -potable wells within 50 feet of the available area
for the proposed: septic system, that there are no wells within 25 feet of a pesticide -treated
building foundation, that there are no public wells that serve less than 25 people or less than
15 homes or businesses within 100 feet of the proposed septic system, that there are no public
wells that serve more than 25 people or more than 15 homes or businesses within 200 feet of
the proposed septicsystem,.that the water line from the water meter or well to the structure is
at least 10 feet from the available area for the proposed septic system unless the plans show
the line to be double sleeved, that there is not a gravity sewer line, low pressure sewer line or
vacuum sewage line in a public easement or right-of-way that abuts the property, that there
are no lakes, streams, wetlands, or surface water within 75 feet of the available area for the
proposed. septic system unless the property was created prior to 1972, that the septic system is
proposed on the side of the lot farthest. from surface water, that all private wells, septic
systems and surface water on adjacent or contiguous land within 75 feet of the applicant's lot
are shown on the site plan, that all .public wells within 200 feet of the applicant's lot are
shown on the :site plan, and that the location of building or residences, swimming pools,
recorded easements, paved areas or driveways, sidewalks, the general slope of the property,
filled areas, drainage features, and surface waters such as lakes, ponds, streams, canals, or
wetlands are shown on the applicants lot.
The natural grade elevation in the area of the proposed septic system and the benchmark must
be shown on the site plan. Please locate the benchmark within 200' feet of the proposed septic
system.
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NOTE: MUST BE CERTIFIED BY A FLORIDA
REGISTERED SURVEYOR OR ENGINEER.
docs/forms/scptics/ScpticAppoPagc207
REPRESENTATIVE AUTHORIzATION
Riverbend Subdivision
.Please be advised that the undersigned has authorized the following persons) to act on
their behalf in seeking approval for the above referenced application:
Witness:
Melissa G. Corbett, P.E.
The Milcor Group, Inc.
6526 South Kanner Highway 4236
Stuart, Florida 34997
(772)223-8850
B
t Name
Print Name
ACKNOWLEDGEMENT
STATE OF l � (V C`
COUNTY OF
The foregoing was acknowledged before me this day of
20 (< by _ �^T�s� N C0c) , and Kj is-personaIly
known to me or [ ] has produced as
identification.
(LZI /
Notary Stamp Notary Public
[1407)
SIVAN SHACHAR
MY COMMISSION #FF00702G
EXPIRES April 10. 2017
308,0159 FlorldallolarySoM00.00m
May 16, 2017
Via: Hand Delivery
Melanie Vance
St. Lucie County Health Department
3855 South US Highway #1
Fort Pierce; Florida 34982
Re: Riverbend - Lot 4
Septic System Permit Application
Dear Ms. Vance,
Attached please find an application, for single family residential septic system permit,.
including the following documents:
gned and sealed Applicat>on for onstruction�'emut`(DH-4Uf5-Page 1 of 4);
2. Signed and sealed Site Evaluation and System Specifications (DH 4015 Page-3 of 4);
3. Signed and sealed System Design Criteria;
4. Signed and sealed Septic Site Criteria;
5. Representative Authorization document;
6. Three (3) 11 x 17.signed and sealed lot.Site Plan;.
7. Three (3)11 x 17 Floor Plan; and
8. Application fee of $400.00.
If you have any questions, please do not hesitate to call me at (772) 223-8850.
Sincerely,
The Mil Qor r up, Inc.
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Melissa G. Corbett,
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LOT 4 RIVERBEND
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SCALE 1• • so'
3010 NW' RADCLIFFE WAY
TODD N. SMITH, PE, INC.
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ONAt.
REVISIONS BY
DATE
974 20TH PLACE
VERO-BEACH, FL. 32960
DAL •CONCRETEw UEM FNL • FOND PL. • PROPERTY Et II \ VAIER WIER
Cim -CK—U n7EDR I'm RL •CONE ELECTRICN. PAD Pao MINT OF D6GINde 1111(Vyt�D. Tp �PDVvpLERvPOLE
4V. - WTI VALK' P8C Mi. o' COMIENCE
DRAWN SY:'.MS
Ph. (772) 559-3699
CWC • E 1 IRG, - IRm ROD'VITN CAPPRL • PONT OF REVERSE CIIRVATLIE RADIUS
IRf° - MEASURED P.T.ATION • IESCT ` CENTRAL ANGLE
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PMINT IIBLICmUTILITµ
c°OPP' .mRRUUR _TCCPM
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DATE: MAY 2017
tnspe@bellsouth.net
DE •IXm11NGE EA ENEM Dx.V. • DVERIEAO MIRE RCP. • REINFORCED CmCRETE PIPE •WRNFA MO.—
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PACE 1 OF 1
RECEIVED
-�G6D , VY 7 G MAY 1. 8 2Q18
STATE OF FLORIDA
DEPARTMENT OF HEALTH Permittin De art t
ONSITE SEWAGE TREATMENT AND DISR,Q. e
CONSTRUCTION INSPECTION AND FINAL APPROVAL
APPLICANT: Standard Pacific of Florida GP, Inc
AGENT: The Milcor Group, Inc.
PROPERTY ADDRESS: 3010 NW Radcliffe Palm City, FL 34990
LOT: 4 BLOCK:
APPLICATION #:APj291313
PERMIT # : 56-S F-1764096
DOCUMENT # : FI 1186142
DATE PAID:05/18/2017
FEE PAID:400.00
RECEIPT #:56-PID-3242910
SUBDIVISION: Riverbend ID# : 4425-703-0009-000-8
CHECKED [X] ITEMS ARE NOT IN COMPLIANCE WITH STATUTE OR RULE AND MUST BE CORRECTED.
TANK INSTALLATION
101] TANK SIZE [11 800.00
[02] TANK MATERIAL
[03] OUTLET DEVICE
[041 MULTI -CHAMBERED [ Y N ]
[051 OUTLET FILTER
[061 LEGEND 1. 28-015-AA2C3
[071 WATERTIGHT
(081 LEVEL
[091 DEPTH TO LID
DRAINFIELD INSTALLATION
[101 AREA [1] 576 [21
[11) DISTRIBUTION BOX
[12] NUMBER OF DRAINLINES
1131 DRAINLINE SEPARATION
[141 DRAINLINE SLOPE
[151 DEPTH OF COVER
_ [21 483.00
Concrete
2. 70-143-54SC4
SQFT [ ]
HEADER X [ ]
1. 3.00 2. [ ]
[ l
[16] ELEVATION [ ABOVE / BELOW ]BM 6.00
117] SYSTEM LOCATION
[181 DOSING PUMPS
[19] AGGREGATE SIZE
[201 AGGREGATE EXCESSIVE FINES
[21] AGGREGATE DEPTH
1.00
SETBACKS
[271
SURFACE WATER 80
FT
[281
DITCHES
FT
[29]
PRIVATE WELLS
FT
[30]
PUBLIC WELLS
FT
[311
IRRIGATION WELLS
FT
[321
POTABLE WATER 5
FT
[331
BUILDING FOUNDATIONS 5
FT
[341
PROPERTY LINES 6
FT
[35]
OTHER
FT
FILLED / MOUND SYSTEM
[361
DRAINFIELD COVER
[371
SHOULDERS
[381
SLOPES
[391
STABILIZATION 05/17/2018
ADDITIONAL INFORMATION
[401 UNOBSTRUCTED AREA
[41] STORMWATER RUNOFF
[421 ALARMS
[431 MAINTENANCE AGREEMENT
[441 BUILDING AREA
[45] LOCATION CONFORMS WITH SITE PLAN
[46] FINAL SITE GRADING
FILL / EXCAVATION MATERIAL
[ ] [47]
CONTRACTOR
(Brian Davis Septic)
[ ]
[221 FILL AMOUNT
[ ] [48]
OTHER
Drip Irrigation - Netafim
[ ]
[231 FILL TEXTURE
[ ]
[241 EXCAVATION DEPTH
ABANDONMENT
[ ]
[251 AREA REPLACED
[ ] [49]
TANK PUMPED
[ ]
[261 REPLACEMENT MATERIAL
[ ] [50]
TANK CRUSHED
6 FILLED
Comments: Comments are on page 2.
/
/ Lucie CHD
DATE: 03/09/2018
CONSTRUCTION
I APPROVED
DISAPPROVED ] '
Envir3pmental Specialist I DI May (Florida Department of Health
FINAL SYSTEM
[ APPROVED / DISAPPROVED ]:
cam,
St. Lucie CHD
DATE: 05/17/2018
Environmental Specialist II � J Ingram (ENVIRONMENTAL HEALTH)
(Explanation of Violations on following page)
DH 4016, 08/09
(Obsoletes all previous editions which may not be used)
Page 2 of 3
Incorporated:
64E-6.003, FAC
EH Database v 1.0.1
AP1291313 EID1764096
STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM
CONSTRUCTION INSPECTION AND FINAL APPROVAL
Violation Number Comment
-a..
APPLICATION #:AP1291313
PERMIT #:56-SF-1764096
DOCUMENT # : F11186142
DATE PAID:05/18/2017
FEE PAID:400•00
RECEIPT #:56-PID-3242910
The system is sized for 4 bedrooms with a maximum occupancy of 8 persons (2 per bedroom), for a total estimated flow of 460
gpd. New ST, DT and Pretreatment tank installed. The same model tank 70-143-54S-C4 (483 gal) was used for the Pretreatment
tank and DT. Drainfield installed with 3 supply lines and 3 return lines each 48' with emitters every foot for a total of 288 emitters. 2
sq ft. per emitter--576 sq ft of DF. Sta-Right 1/2 HP pump installed in DT. System ok to cover, contractor notified onsite. Final
required for mound system, alarm check and final site grading. ME contract needed prior to final approval.
Final system approved. Contractor, builder, and building department emailed final approval.
DR 4016, 08/09 (Obsoletes all previous editions which may not be used)
Incorporated: 64E-6.003, FAC Page 2 of 3
EH Database v 1.0.1 AP1291313 EID1764096