HomeMy WebLinkAboutDOH PAPPERSi
STATE OF FLORIDA
DEPARTMENT. OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM
CONSTRUCTION PERMIT
CONSTRUCTION PERMIT FOR: OSTDS New
APPLICANT: (Florida Power and Light)
PROPERTY ADDRESS: 6501 S Ocean Dr Jensen Beach, FL 34957
LOT: BLOCK: SUBDIVISION:
PROPERTY ID #: 3508-111-0002-000-3
PERMIT #:66-SF-1666362
APPLICATION #:AP1221756
DATE PAID:
SCANNED
BY
St. Lucie Countv
FEE PAID:
RECEIPT #:
Docmam #:POZ1003363
[SECTION, TOWNSHIP, RANGE, PARCEL NUMBER]
IOR TAX ID NUMBER]
SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION
381.0065, F.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE
SATISFACTORY PERFORMANCE 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
T [
1,350 ]
GALLONS / GPD Septic CAPACITY
A [
]
GALLONS / GPD CAPACITY
N [
]
GALLONS GREASE INTERCEPTOR CAPACITY [MAXI4OI4 CAPACITY SINGLE TANK:1250 GALLONS]
K [
600 ]
GALLONS DOSING TANK CAPACITY 195.00 ]GALLONS #[ 6 ]DOSES PER 24 HRS #Pumps I 2 1
D [ 713 1 SQUARE FEET
R [ 1 SQUARE FEET
A TYPE SYSTEM: [X] STANDARD
I CONFIGURATION: IX] TRENCH
N
F LOCATION OF BENCHMARK: project
SYSTEM
SYSTEM
I ]FILLED I ] MOUND
[ ] BED [ ]
BM 5/8 iron rod with red cap near rd N of
I ELEVATION OF PROPOSED SYSTEM SITE
E BOTTOM OF DRAINFIELD TO BE
L
D E
0
T
H
E
R
[ 22.00 ] I INCHES FT ] I ABOVE
[ 34.00 ] I INCLIES FP ] I ABOVE
ILL REQUIRED: [ 6.00] INCHES EXCAVATION REQUIRED: L 4J.UUJ INCHES _
The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with
s. 64E-6.013(3)(0, FAC. Performing Lift Dosing.
Pumps must be certified as suitable for distributing sewage effluent.
Master Contractor or PE Design Required.
SPECIFICATIONS BY::� Brian .7 Ingram TITLE, Environmental Specialist I
APPROVED BY: Q —� TITLE: Environmental Specialist I St Lucie CHD
Hrian J ngcam
DATE xSSUED: 02/02/2016 EXPIRATION DATE: 08/03/2017
DH 4016, 08/09 (Cbsoletes all previous editions which may not be used)
Incorporated: 64E-6.003, FAC Page 1 of 3
AP1221756 SE983941
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 # A02, Tallahassee, Florida 32399-1703. The
Agency Clerk's facsimile number is 850-410-1448.
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'fiinal 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
5150 NW Milner Dr Port Saint Lucie, FL 34983
PAYING ON: PERMIT#: 56-SF-1656362 BILL DOC x:56-BID-3013186 CONSTRUCTION APPLICATION#. AP1221758
RECEIVED FROM: Mathew Mattison AMOUNT PAID: $ 515.00
PAYMENT FORM: CREDIT CARD PAYMENT DATE: 01/25/2016
MAIL TO: (Florida Power and Light)
FACILITY NAME:
PROPERTY LOCATION:
6501 S Ocean Dr
Jensen Beach, FL 34957
Lot:
Block:
Property ID: 3508-111-0002-000-3
EXPLANATION or DESCRIPTION: QUANTITY FEE
-1 - OSTDS Construction Application and Plan Review,New
123 - OSTDS Construction Site Evaluation
126 - OSTDS Construction Permit (New or Mod, Amendment)
127 - OSTDS Construction System Inspection
128 - OSTDS Construction System Inspection Research Fee
145 - OSTDS Construction Perf Based - Relnspection
-1 - Surcharge (All)
-1 - OSTDS New Permit Surcharge
RECEIVED BY: VanceMH
1 $ 100.00
1 $ 115.00
1 $ 55.00
1 $ 75.00
1 $ 5.00
1 $ 50.00
1 $ 15.00
1 $ 100.00
AUDIT CONTROL NO. 56-PID-28820 8
STATE OF FLORIDA
).DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL
SYSTEM
APPLICATION FOR CONSTRUCTION PERMIT
APPLICATION FOR:
New System "[ ] Existing System [ ] Holding Tank
[ ] Repair [ ] Abandonment [ ] Temporary
PERMIT NO.
DATE PAID:
FEE PAID:
RECEIPT #:
[ ] Innovative
APPLICANT: Qe WG-fL A. LiGLAT
AGENT: 7014N-TIM L FS-L-AW (OYL) MPTN6W MDR Cl50N NC� TELEPHONE:(a-
_+'Z)Z(oo-Z.450 (MM)
MAILING ADDRESS: r?p, ec-A ]4--=o NO l7E/�G k' PL. 3340a
TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED
BY A PERSON LICENSED 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 ( SC-E 4-CiAC W::,0 L.ECvPL DESCfZi P' j c A
LOT: BLOCK:
PROPERTY ID #:
PLATTED:
ZONING: I/M OR EQUIVALENT:.[ Y / N ]
PROPERTY SIZE: ACRES WATER SUPPLY: PRIVATE PUBLIC [f]<=2000GPD [ 1>2000GPD
IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y / ON ] DISTANCE TO SEWER: NIA FT
PROPERTY ADDRESS: (D4�OI S. 0C1FP W 'eLVP4 -Z1 SE•A CH
DIRECTIONS TO PROPERTY: 572nM -:IEN5eN PEALVV CAvSE\...oy CS•2•"13'L�-mav6L_
kba-rK 614 A►A TU -Tlhf- '5T. LuCIE POw6R PLAOS(,[3 r-0aEINLE-TGANAI IQIEN LEF[
,wg6li
A-( aoAO µtmvew- o GA'(&-W. -r2PV&L Ih MLLf. k'
S'f Zo L �l AT ss 2iG IN r?-a
F12-6'I
fZOAD 'Ce LEFT
LooK. r' jt'TOWC7L A-7 4-UMfLNN&t ,
PE-ar" �5 �-ewc-E-o IN.
BUILDING INFORMATION
[ ] RESIDENTIAL [V/]
COMMERCIAL
Unit
Type of
No. of Building Commercial/Institutional System Design
No
Establishment
Bedrooms Area. Sqft Table 1,
Chapter 64E-6, FAC
1
of3C-IGE r-QVA9L4X d
2
*2� 9k A2, SC
3
4
[ ] Floor/ Drains [ ] Other (Specify)
SIGNATURE: - DATE:
DH 4015, 08/ 9 soletes previous editions which may not be used)
Incorporated 4 .001, FAC Page 1 of 4
't t
STATE OF FLORIDA APPLICATION # AP1221756
DEPARThIEN r' OF HEALTH PERMIT # 56SF-1656362
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM DOCUMENT It SE983941
SITE EVALUATION AND SYSTEM SPECIFICATION
APPLICANT: Florida Power and Light
CONTRACTOR / AGENT: Mathew Mattison
LOT:
BLOCK:
SUBDIVISION: ID#:3508-111-0002-000-3
TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEERS MUS3
PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS.
PROPERTY SIZE CONFORMS TO SITE PLAN: IX]YES I ]NO NET USABLE AREA AVAILABLE: ACRES
TOTAL ESTIMATED SEWAGE FLOW: 570 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ]
AUTHORIZED SEWAGE FLOW: 250000.00 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ]
UNOBSTRUCTED AREA AVAILABLE: 2000.00 SQFT UNOBSTRUCTED AREA REQUIRED: 1069.00 SOFT
BENCRlARK/REFERENCE POINT LOCATION: project BM 5/8 iron rod with red cap near rd N of building
ELEVATION OF PROPOSED SYSTEM SITE 22.00 I INCHES / FT ] I ABOVE / BELOW ] BENCHMARK/REFEAENCE POINT
THE MINIMUM SETBACK WHICH CAN BE MnTWTaTNED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES
SURFACE WATER: FT DITCHES/SWALES: FT NORMALLY WET: [ ]YES [X]NO
WELLS: PUBLIC: PT LIMITED USE: FT PRIVATE: FT NON -POTABLE: FT
BUILDING FOUNDATIONS: 10 PT PROPERTY LINES: FT POTABLE WATER LINES: FT
SITE SUBJECT TO FREQUENT FLOODING? [ ]YES [X]NO 10 YEAR FLOODING? [ ]YES[X]NO]
SO YEAR FLOOD ELEVATION FOR SITE: FT[ MSL / NGVD ] SITE ELEVATION: FT I MSL / NGVD
SOIL PROFILE INFORMATION SITE 1 SOIL PROFILE INFORMATION SITE 2
USDA SOIL SERIES:Arents, 45 - 65 percent elopes
Munsell #/Color Texture Depth
1 OYR 3/1
Sandy Clay Loam
0 To 9
1 OYR 512
Sandy Clay Loam
9 To 13
I OYR 3/1
Sandy Clay Loam
13 To 16
1 OYR 512
Sand
16 To 27
1 OYR 6/2
Sand
27 To 45
1 OYR 511
Clay
35 To 43
1 OYR 612
Sand
43 To 72
USDA SOIL SERIES:Arents, 45 - 65 percent elopes
Munsell #/Color Texture Depth
1 OYR 311
Silty Clay Loam
0 To 10
I OYR 512
Silty Clay Loam
10 To 15
1 OYR 311
Silty Clay Loam
15 To 17
1 OYR 512
Sand
17 To 25
1 OYR 612
Sand
25 To 43
1 OYR 511
Clay
31 To 41
1 OYR 6/2
Sand
- 43 To 72
OBSERVED WATER TABLE: 47.00 INCHES [ABOVE / HELOA ] EXISTING GRADE TYPE:
ESTIMATED WET SEASON HATER TABLE ELEVATION: 36 INCHES [ ABOVE / BELOW ]
HIGH WATER TABLE VEGETATION: I ]YES Ix ]NO MOTTLING: IX]YES I ]NO
SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING:
DRAINFIELD CONFIGURATION: [X ] TRENCH I
r- REMrimrrc/ADDITIONAL CRITERIA
IT determined using USDA WSS and soil borings.
114 mottles @ 36" In 1DYR6/2 Matrix in SBI
22" below BM. SB219" below BM
SITE EVALUATED, BY:
[ PERCHED / APPARENT ]
EXISTING GRADE
DEPTH: 36.00 INCHES
Sand/0.80 DEPTH OF EXCAVATION: 43 INCHES
] BED [ ] OTHER (SPECIFY)
IngrallYBrian (Title: Environmental Specialist (ENVIRONMENTAL HEALTH)
DR 4015, 08109 (obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC
DATE: 02/02/2016
Page 3 of 4
AP1221766 EID1666362 v1.0.2
Property Card
l' Page 1 of 1
Site Address: 6,501S Price,'
:3508-111-0002- Account#:115761 ��. - Sec/Town/Range:'
OCEAN DR 000-3
16/36S/41E
Map ID: 35116N Zoning: U Use Type: 9100 Jurisdiction: Saint Lucie
County
Ownership
Legal Description
Florida Power and Light Co
8/09/15/16/17/21/22 36 41 ALL FRACT SECS 8 AND 9 LYG
PO Box 14000
W OF AlA-LESS N 436.71 FT- AND ALL FRACT SEC 9
Juno Beach, FL 33408
LYG E OF AI A -LESS N 736.71 FT- AND ALL FRACT SEC
15 AND FRACT SEC 16-LESS AS IN OR 346-2123 AND OR
400-2820- AND FRACT SEC 17-LESS AlA- AND THAT
PART OF FRACT SECS 21 AND 22 LYG N OF LI THAT IS
9043.31 FT N OF S LI OF SEC 27-LESS AIA- (591.70 AC)
Current Values
Historical Values 3-year
Just/Market: $35,191,426 Assessed:
$35,191,426Year Just/Market Assessed Exemptions Taxable
Exemptions: $0 Taxable:
$35,191,4262015 $35,191,426 $35,191,426 $0$35,191,426
2014 $36,713,734 $36,713,734 $0$36,713,734
2013 $36,713,734 $36,713,734 $0$36,713,734
Sale History
Date Book/Page
Sale Code Deed Grantor Price
01-01-1900
$0
Primary Building Information
Finished Area of this building: 48,086 SF
Gross Area of this building: 55,564 SF
View:
Year Built: 2014
Primary Wall: CB Stucco
Bedrooms: 0
Full Baths: 0
Half Baths: 0
1 I y iilu"1�J _�I
Roof Cover: Roll Comp
Frame:
Story Height: 1 Story
A/C %: 0%
Heated °/u: N/A°/o
Sprinkled %: 0%
Exterior Data
Roof Structure: Precast Conc
Grade: Y_D
No. Units: I
Interior Data
Electric: MAXIMUM
Heat Type: FredHotAir
Heat Fuel: ELEC
Total Areas
Building Type: INDW
Effective Year: 2014
Secondary Wall:
Primary Int Wall:
Avg Hgt/Floor: 0
Primary Floors: CONC GRD
Finished/Under Air
(SF):
Gross Area (SF):
Land Size (acres):
Land Size (SF):
Total Building Count:
Special Features and Yard Items
Type Qty Units Year Bit
FPL 1 1 2010
This information is believed to be correct at this time but it is subject to change and is not warranted.
0 Copyright 2016 Saint Lucie County Property Appraiser. All rights reserved.
10
Zonlag:D -
Ownership
Dodds l4mnraal UgWU
I var It
latm Breath.
na+ms
Legal Description
lurisdictiom S< bwn•
Total Areas
Fni.bedNnda Air (SF):
Gnzss Atm (SF):
Lvnl Site (sacs):
Lad S-vc(SF):
W091159r/IT121=3641 AU,F Cr Sp SAND9 LYG\YOFAIA-USS NAGTI I-T-AND AU.IINCTSeC
MG GOFAIA-US$NM71 FT -AND AUMR SW 15.MllitAMW ISIESSAS IN ORN 210
AND 011 a R20. AND FRAC7rSW1T-USSAIA- ANDTIIAT 1•Ain-OFFRACfSIi S 21 AND22 LYG N OFU
TWAT IS 9St13I FTNOrS U OFSDC V-I-ESS AL\-(.s9I.MAC)
Current Values
lusYMarw Value
Assessed Value
Esempliam:
Taxable Vaiuu
Thxm reelhis Lateral: SLCTns Cdlmnfs OmeeO
Dm nImdTRIM far Us Im ad: D ,elaal rjg
S14,191.426
5.J91A2A
to
$Lx,1911W.
This Warrenton is beliesd to be carom at IM1is lime Ins it is subject lochangemed is not oarmntrd.
C UpyrighI MIS Saint Lucie County Property A9pmism. All rights sese,M.
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2 .
Custom Soil Resource Report
MAP LEGEND
MAP INFORMATION
Area of Interest (AOI)
g
spoil Area
The soil surveys that comprise your ADl were mapped at 1:24,000.
Area of Interest (AOI)
Stony Spot
Sella
Warning: Soil Map may not be valid at this scale.
Very Stony spot
0
Sail Map Unit Polygons
Wet Spot
Enlargement of maps beyond the scale of mapping can cause
,y
Soil Map Unit Lines
other
misunderstanding of lhq detail of mapping and accuracy of soil line
Sail Map Unit Points
p
placement The maps do not show the small areas of contrasting
P P 9
Special Line Features
soils that could have been shown at a more detailed scale.
Special
Point Features
V
Blowout
Water Features
,..,.
Streams and Canals
Please rely on the bar scale on each map sheet for map
..
Borrow Pit
TransportaWn .
measurements.
Clay Spot
+44
Rails
Source of Map: Natural Resources Conservation Service
0
Closed Depression
r,
Interstate Highways
Web Soil Survey URL hftp://websolisurvey.nrea.usda.gov
Gravel Pit
Coordinate System: Web Mercator (EPSG:3857)
W-.,
US Routes
.
Gravelly Spot
Major Roads
Maps from the Web Soil Survey are based on the Web Mercator
Landfill,
projection, which preserves direction and shape but distorts
Local Roads
distance and area. A projection that preserves area, such as the
A.
Lava Flow
Background
Albers equal-area conic projection, should be used if more accurate
Marsh or swamp
®
Aerial Photography
calculations of distance or area are required.
Mine or Quarry
This product Is generated from the USDA-NRCS certified data as of
(�
Miscellaneous Water
the version date(s) listed below.
0
Perennial Water
Soll Survey Area: St. Lucie County, Florida
Rg
Rock outcrop
Survey Area Data: Version 8, Nov 19, 2015
+
Saline Spot
Soil map units are labeled (es space allows) for map scales 1:50,000
Sandy Spot
or larger.
g
Severely Eroded Spot
Date(s) aerial Images were photographed: Feb 14, 2016—May 8,
Sinkhole
2015
Je
Slide or Sllp
The orthaphoto or other base map on which the soil Tines were
Sadie Spot
complied and digitized probably differs from the background
Imagery displayed on these maps. As a result, some minor shifting
7
Custom Soil Resource Report
Map Unit Legend
",- *�'i'sL LLere Counry•,s.`oTa
>
Map tl It symbol Map nit Dame ' ores Ih,AOIp#'
.�:iw�,s,�:c..+siw........�,. .,o.-�,.ans ^.aks..�„�:�,n..� v.,' .xc..�.�...w k., �.sa.
Percent bfAOI {'
u-�.ea.�oa�_..�.+.�..,,»�-.Liw=.
5 Arents, 45 to 65 percent slopes 1.8
100.0
Totals for Area of Interest
1.81
100.0%
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil survey represent the soils
or miscellaneous areas in the survey area. The map unit descriptions, along with the
maps, can be used to determine the composition and properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or more
major kinds of soil or miscellaneous areas. A map unit is identified and named
according to the taxonomic classification of the dominant soils. Within a taxonomic
class there are precisely defined limits for the properties of the soils. On the landscape,
however, the soils are natural phenomena, and they have the characteristic variability
of all natural phenomena. Thus, the range of some observed properties may extend
beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic
class rarely, if ever, can be mapped without including areas of other taxonomic
classes. Consequently, every map unit is made up of the soils or miscellaneous areas
for which it is named and some minor components that belong to taxonomic classes
other than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils in the
map unit, and thus.they do not affect use and management. These are called
noncontrasting, or similar, components. They may or may not be mentioned in a
particular map unit description. Other minor components, however, have properties
and behavioral characteristics divergent enough to affect use or to require different
management. These are called contrasting, ordissimilar, components. They generally
are in small areas and could not be mapped separately because of the scale used.
Some small areas of strongly contrasting soils or miscellaneous areas are identified
by a special symbol on the maps. If included in the database for a given area, the
contrasting minor components are identified in the map unit descriptions along with
some characteristics of each. A few areas of minor components may not have been
observed; and consequently they are not mentioned in the descriptions, especially
where the pattern was so complex that it was impractical to make enough observations
to identify all the soils and miscellaneous areas on the landscape.
The presence of minor components in a map unit in no way diminishes the usefulness
or accuracy of the data. The objective of mapping is not to delineate pure taxonomic
classes but ratherto separate the landscape into landforms or landform segments that
have similar use and management requirements. The delineation of such segments
on the map provides sufficient information for the development of resource plans. If
intensive use of small areas is planned, however, onsite.investigation is needed to
define and locate the soils and miscellaneous areas.
Custom Soil Resource Report
An identifying symbol precedes the map unit name in the map unit descriptions. Each
description includes general facts about the unit and gives important soil properties
and qualities.
Soils that have profiles that are almost alike make up a soil series. Except for
differences in texture of the surface layer, all the soils of a series have major horizons
that are similar in composition, thickness, and arrangement.
Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity,
degree of erosion, and other characteristics that affect their use. On the basis of such
differences, a soil series is divided into soil phases. Most of the areas shown on the
detailed soil maps are phases of soil series. The name of a soil phase commonly
indicates a feature that affects use or management. For example, Alpha silt loam, 0
to 2 percent slopes, is a phase of the Alpha series.
Some map units are made up of two or more major soils or miscellaneous areas.
These map units are complexes, associations, or undifferentiated groups.
A complex consists of two or more soils or miscellaneous areas in such an intricate
pattern or in such small areas that they cannot be shown separately on the maps. The
pattern and proportion of the soils or miscellaneous areas are somewhat similar in all
areas. Alpha -Beta complex, 0 to 6 percent slopes, is an example.
An association is made up of two or more geographically associated soils or
miscellaneous areas that are shown as one unit on the maps. Because of present or
anticipated uses of the map units in the survey area, it was not considered practical
or necessary to map the soils or miscellaneous areas separately. The pattern and
relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha -
Beta association, 0 to 2 percent slopes, is an example.
An undifferentiated group is made up of two or more soils or miscellaneous areas that
could be mapped individually but are mapped as one unit because similar
interpretations can be made for use and management. The pattern and proportion of
the soils or miscellaneous areas in a mapped area are not uniform. An area can be
made up of only one of the major soils or miscellaneous areas, or it can be made up
of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example.
Some surveys include miscellaneous areas. Such areas have little or no soil material
and support little or no vegetation. Rock outcrop is an example.
Custom Soil Resource Report
St. Lucie County, Florida
5—Arents, 45 to 65 percent slopes
Map Unit Setting
National map unit symbol. ljpty
Mean annual precipitation: 49 to 58 inches
Mean annual air temperature: 70 to 77 degrees F
Frost -free period: 350 to 365 days
Farmland classification: Not prime farmland
Map Unit Composition
Arents and similar soils. 100 percent
Estimates are based on observations, descriptions, and transacts of the mapunit.
Description of Arents
Setting
Landform. Ridges on marine terraces
Landform position (three-dimensional): Rise
Down -slope shape: Convex
Across -slope shape: Linear
Parent material: Altered marine deposits
Typical profile
C - 0 to 80 inches: variable
Properties and qualities'
Slope: 45 to 65 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Negligible
Capacity of the most limiting layer to transmit water (Ksat): High to very high (5.95
to 19.98 in/hr)
Depth to watertab/e: More than 80 inches
Frequency of flooding: None
Frequencyofponding. None
Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm)
Sodium adsorption ratio, maximum in profile: 4.0
Available water storage in profile: Low (about 3.6 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 7e
Hydrologic Soil Group: A
Other vegetative classification: Forage suitability group not assigned
(G156BC999FL)
10
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nrpARTf1EI1T OP HI1 TH
ONSITE SEWAGE TRMTMIT AM DISPOSAL SYSTEM
' k r:y= �ti • EONSTRUCTMON YN6PEC' ZON AND E'2NA2. APPROVAL
APPLICANT': Flando Pc%w and
7,Gst7T: Ml1hW' AeIa5Gn
I
.lppCxlCh;.iBu a,AP1
PERVIT N-.56-SFy1656362
Douse 4:FI1467369
►vJ
DATE PAID
PROPERTY ADDRESS
SG'I3DavrSION:
a fi501 S Oman I1r Jansen Bmh, EL 34057_..._„
IDN: 56001111
LJ
.
CHEC%ED IX7 ITEMS AEE th7T IH CaMP&IAS✓:FE WTTK STATUTE . =U AND. MST BE, ODPk£!Cl'im.
*„ am INSTALLATION
SETBACKS'.
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DEPTH OF COVER
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[241 EXUAVATIDN DEP28
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[251 AREA "PlIA904
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F111" r,Trrrx E APPAOYF9 / DISAPPROVED ]. a. .. St, Li1F.10, Ell CA4E: 0810 MIG
flY tofllMNif Spo3il i9 Nil R9fiiM - i �L J
(M�P1arr,p m of Vial Udits an MU. Wing C4011
DH 4016, 00/03 (dhnolotaa ol1 pzavic3 oditionn which ntly ME aq %IOQd1-
:w oxpa;atod: 64z-6.003, MC Pago v6 3
CH W "P". V 0.1 A9t22MG EIDUMOZ
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n
,� STATE OF FLORID21
a1
_ DEFAAITSBNT 6I' }1L�'A9'.'PH
awaTE-gEWA6R TRFAR=VZ AND DISPUSAL STSWEH
" CONSTRUCTION INS"CTION AND FINAL "PRO'=
Vtlatln. L%Mhar Commm
No violallans, system ok to covar. CorAracisr ncpMd cn9ke.
Mt as Mlad system, Needs bawl for fitted system.
Final system appitked. Contrtdor i)nd baAd]mg deparlmsnt sanoiled Pat appr=l
Anp.LicA.nott ii;AP1221756
VMUICT u:5MF-1656362
DOCOICaT e:FI1067369
MM PAM 01012016
TTF, PAW
M=IPT N
PH 4416, 013/P4 tohacletas all proVioUa Sdn1;40no which my not be used)
incorporated- tide,®5.003, FAA Pagm 2 if 3
£I1 0414116 V UA A9122175b EIpi MM2
I APPLICATION o,AP1221766
tk �. STATE OF FLORIDA PERMIT u156-SF-1656
.ter DEPArL MENT OF HEALTH DOCUMENT oIF11067369
ONSTTE SEWAGE TREATMENT AND DISPOSAL SYSTEM
CONSTRUCTION INSPECTION AND FINAL APPROVAL DATE PAID:01/25/2016
W. FEE PA1D:515.00
RECEIPT a:56-PID-288;
APPLICANT: Flotlda Power and Light _
AGENT: Mathew Mattison
PROPERTY ADDRESS: .6501 S OCOOn.Dr Jensen Beach. FL34957
LOT: BLOCK:
SUBDIVISION: .. IDH: 3508.111-0002.000.3
TANK INSTALLATION
I 1
[01)
TANK SIZE III 13suo 121
[ 1
[021
TANK.MATERIAL Concrete
[ )
(031
OUTLET DEVICE
( ]
[04.)
NU&TI-CHA1-18ERED I Y N )
[ 1
(651
OUTLET FILTER Polylok PL-68
[ 1
[061
LEGEND 1. 22.
[ 1
[07l
WATERTIGHT
I 1
(081
LEVEL
[ 1
(091
DEPTH TO LID
DRAINFIELD INSTALLATION
I ]
[10]
AREA (1). 760 121 SOFT
[ )
(11)
DISTRIBUTION BOX _ HEADER X
_—
[ 1
j12,3,
NUMBER OF DRAINLINES 1... 5,06 2.
1 1
I131
DRAINLINE MIEPARATION
( )
(14)
DBAnMINE SLOPE
[ )
(151.
DEPTH OF COVER
( 1
(161.
ELEVATION [ ABOVE /. B£L6W. ]DM 28.00
( )
1171
SYSTERILOCATION
( )
(18]
DOSINO PUMPS
[ 1
1191
AGGREGATE SIZE
( )
(201
AGGREGATE: EXCESSIVE FINES
I )
(211:
AGGREGATE DEPTH
SDTBACKS
( )
(211
EDRPACE WATER
FT
( ]
1291
DITCHES
rT
[, 1
[291
PRIVATE WELLS
&'T
( ]
(301
PUBLIC WELLS,
FP
( ]
(311
IRRIGATION WELLS
FT
( )
(221
POTABLE WATER
FT
[ ]
(33)
BUILDING FOUNDATIONS 13
FT
[ ]
[34)
PROPERTY LINES ._
FT
[ 1
1351
OTHER ...
FT
FILLED /MOUND SYSTEM
( )
(36]
DRMNPIELD COVER
[ ]
[371
•(3S1
SHOULDERS
I ]
SLOPES.
I 1
(393
STABILIZATION 08/01/2016
ADDITIONAL INFORMATION
( ], (401
UNOBSTRUCTED AREA
I 1 I411
STORM RATER'ADNOFF
[ '1 1421
ALARMS
( ] 1431
MAINTENANCE AGREEMENT.
L 1- [441
BUILDING AREA
[ 1 (45]
LOCATION CONFORMS -WITH SITE PLAN
d6
FINAL SITE GRADING
FILL / EXCAVATION MATERIAL
L 1
(- 1
( 1
1471
CONTRACTOR Tellse Gomez (SEPTIC ENV
( 1
1221 FILL AMOUNT
)
L401
OTHER INFILTRATOR EQ30 (Single Chomh
[2s] FILL TEXTURE[
I 1
1241 £XDAVATION DEPTH
ABANDONMENT
( l
[251 AREA REPLACED
( ]
[491
TAN,K'PUMPED
[ '1
(261 REPLACEMENT MATERIAL
( ]
190]
TANK CRUSHED 6 FILLED
Co=ant8: Cor nant3 .are on pogo 2.
CONBTAVCTSON ( hPPROVED / DISAPPROVED 1t
rvAL rystrN 1 .APPROVES / DISAPPROVED 1:
(£,planation Of Vialaeiona an following page)
St. UuclD
St.
DATE: 08101/2016
DH 4016, 08/09 (Obooloto6 all previous editions which .may not bo usad) V
InoorporAtod: 64E-6.003, PAC PAGD.2 of 3
914 Da(nbnoo v1,0A AP1221700 CIDIGS0302
APP2,ICATION 0:
STATE OF FLORIDA PXM41T-0!
DEPARTMENT OF HEALTH pCCtmgtar -0::
ONS ITS SEWAGE TREATMENT AND '..DISPOSAL SYSTEM
CONSTRUCTION INSPECTION AND FINAL. APPROVAL DATE PAID.
FEE PAID:
RECEIPT C
.*=onto
No violations, system ok to cover. Contractor notified onsite.
Built as filled system. Needs final for filled system.
Final system approved. Contractor and building departmentema)led final approval
DR 4016, 99109 (ohs i,;t:s all previous editi6ns'wbiah may' not be used)
Incorporated: 64E-5.003, EAC Page 2 4£ 3
I;H 4ath Wo v1.0.1 AP,U217GC ''EIDIC66302