HomeMy WebLinkAboutOSTDS NEWI '� j ", '.
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STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM
CONSTRUCTION PERMIT
CONSTRUCTION PERMIT FOR:
APPLICANT: Ralph Jr. & CatherinE
PROPERTY ADDRESS: 485 Bridlewood Way Fort P
OSTDS New
LOT: 2 BLOCK: E
PROPERTY ID #: 2310-801-0050-000-2
PERMIT #:.66-SF-1663199
APPLICATION #:AP1220563
DATE PAID:
FEE PAID:
RECEIPT #:
DOCUMENT #:PRIO02386
Dorian
[SECTION, TOWNSHIP, RANGE,.PARCEL NUMBER]
[OR TAX ID NUMBER]
SYSTEM MUST BE CONSTRUCTED IN ACCORDANCEI WITH SPECIFICATIONS AND STANDARDS OF SECTION
381.0065, F.S., AND CHAPTER 64E-6, F.A.C. I 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 TO APPLICANT FROM COMPLIANCE WITH OTHER . FEDERAL,
STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY.
I
SYSTEM DESIGN AND SPECIFICAT16NS
T 900 1 GALLONS GPD Septic CAPACITY
I
A I GALLONS GPD N/A CAPACITY
N I GALLONS GREASE INTERCEPTOR CAPACITY
�MAX ' IMUM CAPACITY SINGLE TANK:1250 GALLONS]
K GALLONS DOSING TANK CAPACITY ]GALLONS @[ ]DOSES PER 24 HRS #Pumps r
D 375 1 SQUARE FEET SYSTEM
R I SQUARE FEET N/A SY6TEM
A TYPE SYSTEM: STANDARD E I FILLED fxl MOUND I I
I CONFIGURATION: [x] TRENCH BED
N
F LOCATION OF BENCHMARK: site BM 2 set mag nail in disk elpv 100.25 SE corner of lot
I ELEVATION OF PROPOSED SYSTEM SITE 1 13.00 1 FT ABOVE � BENCHMARK/REFERENCE POINT
E BOTTOM OF DRAINFIELD TO BE E 2.00 11 FT I[ BELOW I BENCHMARK/REFERENCE POINT
L
D FILL REQUIRED: 133.001 INCHES ---------- -- N REQUIRED: INCHES
The system is sized for 3 bedrooms with a maximum occupancy I of 6 persons (2 per bedroom), for a total estimated flow
0 of 300 gpd.
T The licensed contractor installing the system is responsible for inLalling the minimum category of tank in accordance with
H s. 64E-6.013(3)(0, FAC.
E
R
SPECIFICATIONS BY: Brian J Ingram
APPROVED BY: AeVde, ��� TITLE
Brian J.Yngram
DATE ISSUED: 01/25/2016
DH 4016, 08/09 (Obsoletes all previous editions
Incorporated: 64E-6.003, FAC
v 1.1.4
TITLE: Environmental
ental Specialist PI
may not be used)
SE983216
fl
CHD
7
Page 1 of 3
NOTICE OF RIGHTS
I
A party whose substantial interest is affec
administrative hearing pursuant to sections 120.5
proceedings are governed by Rule 28-106, Florid�
administrative hearing must be in writing an ' d m uss
Department, within twenty-one (21) days from the
Agency Clerk is 4052 Bald Cypress Way, BIN # A
Agency Clerk's facsimile number is 850-410-144E
Mediation is not available as an alterneftiv(
Your failure to submit a petition for hearini
will constitute a waiver of your right to an adminisl
a 'final order'. I
Should this order become a final order, a I
entitled to judicial review pursuant to Section 120.
are governed by the Florida Rules of Appellate Pr
commenced by filing one copy of a Notice of App(
Department of Health and a second copy, accoml
with the Court of Appeal in the appropriate Districl
days of rendition of the final order.
ad by this order may petition for an
i9 and 120.57, Florida* Statutes. - Such
i Administrative Code. A petition for
be received by the Agency Clerk for the
receipt of this order. The address of the
)2, Tallahassee,. Florida 32399-1703. The
remedy.
within 21 days from receipt of this order
ative hearing, and this order shall become
l�arty who is adversely affected by it is 1
58, Florida Statutes. Review proceedings
�cedure. Such proceedings may be
61 with the Agency Clerk of the'
I .
pnied by the filing fees required by law,
� Court. The notice must be filed within 30
M
11
. .... STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT
SYSTEM
APPLICATION FOR CONSTRUC
APPLICATION FOR:
New System Existing System
Repair Abandonment
APPLICANT: RALPH R. RAY, JR. AND CATBRINE A. R,
AGENT: BSE CONSTRUCTION GROUP
MAILING ADDRESS: - 535 NW NIERCANTILE PLACE
AND DISPOSAL
TION PERMIT
VA
5q-Z,5 '6 el- cp(j
l
PERMIT NO.
DATE PAID:
FEE PAID:
RECEIPT #:
Holding Tank Innovative
;Temporary
TELEPHONE: 772-344-8201
107, PORT ST. LUCIE, FL 34986
TO BE COMPLETED-BY'lAPPLICANT OR APPLICANT'� AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED
BY A PERSON`;LIC9NSED PURSUANT TO 489.105(3�(m) OR 489.552-, FLORIDA STATUTES. IT IS THE
APPLICANT'S:RESPONSIBILITY TO PROVIDE DOCUMENTATION OF THE DATE THE10T WAS CREATED OR
'PLATTED'(MR/DD/�*YY.)::IIF-REQUESTING CONSIDERATION OF STATUTORY GRANDFATHER PROVISIONS.
PROPERTY'.INFORMATION
LOT: 2 "tL6CK: 'E SUBDIVISION:
PROPERTY ID #: 2310-801-0050-000-2
SUBDIVISION
PLATTED: OCT 1950
ZONING: AR-1 I/M OR EQUIVALENT: E No I -
PROPERTY ACRES WATER SUPPLY: VI -PRIVATE PUBLIC [ ]<=2000GPD [- 1>2000GPD
IS SEWER AVAILABLE AS PER 381.0065, FS? E No I DISTANCE TO SEWER: FT
PROPERTY ADDRESS: 485 BRIDLEWOOD'WAY,FORTPIERCE, FLORIDA
DIRECTI . ONS�_TO PROPERTY: TAKE 1-95 TO ORANGE A�VE. OOVEST ON ORANGE AVE. TO BRIDLEWOOD WAY.
TAKE A LEFr ON BRIDLEWOOD WAY AND GO PAST IJEES AVENUE TO SECOND LOT ON RIGHT.
BUILDING INFORMATION V] RES
-'Unit Tyj?6'b;k
No. of
No Establishment Bedrooms
SINGLE FAMILY 3
2
[ I COMMERCIAL
Commercial/Institutional System Design
Table 1, Chapter 64E-6, FAC
3
4
Floor�]Equip`r'd'e�h't I)r'aiins',''.'f�', Other (Specify)
A)
SIGNATURE:
A
DATE: 01/04/2016 -
DH 4015, 08/09 (Obsoletes pievlou's' editions which may not be used)
Incorporated 64E-6.001, FAC Page 1 of 4
I
STATE OF FLORIDA
DEPARTMENT OF HEATTH
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM
SITE EVALUATION AND SYSTEM SPECIFICATION,
APPLICANT: Ralph Jr. & Catherine Ray
CONTRACTOR / AGENT: BSE Construction Group
LOT: 2 E
SUBDIVISION: Dorian ID#: 231 0-801-0050-000-2
APPLICATION # AP1220563
PERMIT # 56-SF-1653199
DOCUMENT # 9F983216
TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEERS MUSl,
PROVIDE REGISTRATION NUMBER AND SIGN AND SE2 OF SUBMITTAL. COMPLETE ALL ITEMS.
PROPERTY SIZE CONFORMS TO SITE PLAN: [X ]YES
TOTAL ESTIMATED SEWAGE FLOW: 300 GALLON
AUTHORIZED SEWAGE FLOW: 615.01 GALLON
UNOBSTRUCTED AREA AVAILABLE: 2100.00 SQFT
BENCHMARK/REFERENCE POINT LOCATION: site BM 2 sc
ELEVATION OF PROPOSED SYSTEM SITE 13.00 1
I ]NO NET USABLE AREA AVAILABLE: 0.41 ACRES
PER DAY RESIDENCES-TABLE1 OTHER -TABLE: 2
PER DAY 1500 GPD/ACRE. OR 2500 GPD/ACRE
UNOBSTRUCTED AREA REQUIRED: 562.50 SQFT
nag nail in disk elev 100.25 SE corner of lot
�fl / FT I [ ABOVE / I BENCHMARK/REFERENCE POINT
THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM T9 I E PROPOSED SYSTEM TO THE FOLLOWING FEATURES
SURFACE WATER: FT DITCHES/SWALES: 15 FT NORMALLY WET: I ]YES [XINO
WELLS:, PUBLIC: FT LIMITED USE: �FT PRIVATE: 75 - FT NON -POTABLE: FT
BUILDING FOUNDATIONS: 5 FT PROPERTk LINES: 5 FT POTABLE WATER LINES: FT
SITE SUBJECT TO FREQUENT FLOODING? ]YES
10 YEAR FLOOD ELEVATION FOR SITE: FT
SOIL PROFILE INFORMATION SITE I
USDA SOIL SERIES:Nettle's sand
Munsell #/Color Texture
Depth
10YR 211
Sand
0 To 5
1 OYR 6/2
Sand
5 To 35
1 OYR 2/1
Spodic Material
35 To 41
2.5Y 4/2
Fine Sandy Loam
41 To 72
_j
OBSERVED WATER TABLE: 23.0 0 INCHES [ ABOVE /FEL
ESTIMATED WET SEASON WATER TABLE ELEVATION: 9
HIGH WATER TABLE VEGETATION: [ ]YES I X ]NO
SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING:
DRAINFIELD CONFIGURATION: X I TRENCH BEI
RE1,1ARKS /ADDITIONAL CRITERIA
WSWT determined by using USDA WSS and soil borings.
S6 Sandy Redox. 10YR712 and 10YR711 stripping In 10YR612 matrix. 101
SB1 and SB2 13" below BM ly
[ X ]NO 10 YEAR FLOODING? [ ]YES 1XINO]
MSL / NGVD.] SITE ELEVATION: FT I MSL / NGVD
SOTT, PROFILE INFORMATION SITE 2
USDA SOIL SERIES:Nettles sand
Munsell #/Color Texture
Depth
1 OYR 2/1
Sand
0 To 6
1 OYR 6/2
Sand
6 To 35
1 OYR 2/1
Spodic Material
35 To 41
2.5Y 4/2
Fine Sandy Loam
41 To 72
flI EXISTING GRADE TYPE: PERCHED / I
INCHES I ABOVE / EXISTING GRADE
MOTTLING: [ X ]YES E ]NO DEPTH: 9.00 INCHES
Sand/0.80 DEPTH OF EXCAVATION: INCHES
OTHER (SPECIFY)
@ 9" In SB1
SITE EVALUATED BY: Ae-1 6ie�y_
Ingram, 9rian (Title: Environmental S �eclalist 1) (ENVIRONMENTAL HEALTH)
DH 4015, 08109 (Obsoletes previous editions which may not be used) Incoxporated: 64E-6.001, FAC
DATE: 01/25/2016
Page 3 of 4
EID1663199 v 1.0.2
APPLI T: RAI
LOT: 2
PROPERTX ID #:
STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT
SITE EVALUATION AND SYS
DISPOSAL SYSTEM
SPECIFICATIONS
PERMIT #.
PH R. RAY, JR. AND CATHRINE A. RAY I AGENT: BSE CONSTRUCTION GROUP
BLOCK: E suBDivisim-DORZAN SUBDIVISION
2310-801-0050-000-2 1 Section/Township/Parcel No. or Tax ID Number
TO BE C MPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE.,OR OTHER QUALIFIED PERSON. ENGINEERS
I I
MUST P IDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS.
PROPERTX SIZE CONFORMS. TO SITE PLAN: [VI YES � [ ] NO NET USABLE AREA AVAILABLE: 0.42 ' ACRES
TOTAL ESTIMATED SEWAGE FLOW: —GALLONS PER DAY RESIDENCES-TABLEUOTBER-TABLE2
I
AUTHORIiED SEWAGE FLOW: GALLONS PER DAY 1500 GPD/ACRE OR 2500 GPD/ACRE
UNOBSTR!3CTED AREA AVAILABLE: SQFT UNOBSTRUCTED AREA REQUIRED: SQFT
BENC /REFERENCE POINT LOCATION: (SrM BENCHMARK TWO) SEE SURVEY
ELEVATION OF PROPOSED SYSTEM SITE IS 0.75 BELOW BENCHMARK/REFERENCE POINT
THE MINIMUM SETBACK WHICH CAN BE MAINTAINEE MOM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES
SURFACE� WATER: 75 FT DITCHES/SWAlLES: 15 FT NORMALLY WET? [ I YES NO
WELLS: UBLIC: 200 FT LIMITED USE:100 FT PRIVATE: 75 FT NON -POTABLE: 50 FT
BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 10 FT POTABLE WATER LINES:10 FT
SITE SUBJECT TO FREQUENT FLOODING:- YES NO 10 YEAR FLOODING? YES NO
10 YEAR�FLOOD ELEVATION FOR SITE: FT MSL/NGV`D SITE ELEVATION: FT MSL/NGV`D
SOIL PROFILE INFORMATION SITE 1
MUNSELL, #/COLOR TEXTURE DEPTH
TO
TO
TO
TO
TO
TO
TO
—TO
7- TO
USDA 90IL SERIES:
SOIL PROFILE INFORMATION SITE 2
MUNSELL VCOLOR TEXTURE
TO
TO
TO
TO
TO
TO
TO
TO
USDA SOIL SERIES:
DEPTH
OBSERVED WATER TABLE: INCHES [ABOVE/BELOW 11 EXISTING GRADE. TYPE:j PERCHED /APPARENT I
ESTIMAT D WET SEASON WATER TABLE ELEVATION: INCHES [.ABOVE/BELOW ] EXISTING GRADE
HIGH WA ER TABLE VEGETATION: YES NO MOTTLING: I ]YES I I NO DEPTH: -INCHES
SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: DEPTH OF EXCAVATION:-. INCHES
DRAINFIELD CONFIGURATION: TRENCH BED OTHER (SPECIFY)
REMARKSIADDITIONAL CRITERIA:
SITE EVALUATED BY:
DE 4015, 12/11 (obsoletes previous editions whi . ch may
L/L_ DATE: 01/04/2016
be used) Incorporated: 64E-6.001, FAC Page 3 bf 4
I
Pro�erty C' ard
S ite Address: 485
Parcel ID: 2310-801-0050- Account #: 150604
Sec/Town/Range:
BRIDLEWOOD WAY
000-2
10/35S/39E
ap-ID: 23/10S
Zoning: AR- I Use Type: 0 100
Jurisdiction: Saint Lucie
County
Ownership
Legal Description
Cathrine A Ray
QUIRANS/D BLK E LOT 2 (0.41 AQ (OR 1635-1166)
Ralph R Ray Jr
4 5 Bridlewood Way
Fort Pierce, FL 34945
Current Values Historical Values 3-year
Ji sttMarket $15,500
Assessed: $15,500 Year Just/Market Assessed
Exemptions Taxable
EKemptions: $15-1500
Taxable: $0 2015 $15,500 $15,500
$15,500 $0
2014 $15,800 $15,800
$15,800 $0
2013 $21,300 $21,300
$21,300 $0
Sale History
I
Diple
Book/Page Sale Code D eed Grantor
Price
12-31-2002
1635/1166 01 Q I C Ray,Cathrine A
$100
09-01-1983
0411/1202 01 CIV
$0
12-01-1981
0368/1681 01 C V
$0
Primary Bullding Information
Finished Area of this building: 768 SF
Gross Area of this building: 768 SF
1Z
E x rior Data
View:
Roof Cover: Asph Shingle Roof Structure: Gable
Building Type: HE+
Year Built: 1977
Frame: Grade: E+
Effective Year: 1977
Prim� try Wall: Conc Block
Story Height: I Story No. Units: I
Secondary Wall:
Int,rior Data
Bedrooms: 0
A/C %: 0% Electric: AVERAGE
Primary Int Wall:
Full ],laths: I
Heated %: 0% Heat Type:
Avg Hgt/Floor: 0
Half Baths: 0
I
Sprinkled %: 0% Heat Fuel:
Primary Floors: CONC GRD
TotalAreas
Finished/Under Air 768
(SF):
Gross Area (SF): 768
Land Size (acres): 0.41
Land Size (SF): 17,860
Total Building Count: I
Special Featur6s and Yard Items
Type Qty Units Year Blt
SITE DEV S-F 1 1 2001
This information is believed to be correct at this time but it is subject to change and is not warranted.
Q Copyright 2016 Saint Lucie Couniy Property Appraiser. All rights reserved.
Page I of I
http://www.�aslc.org/RECard/ 1/19/2016
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Custom Soil Resource Report
Map Unit Legend
A,
25
Nettles and Oldsmar sands
1.2
100.0%
Totals for Area of Interest
1.2
100.0%
Map Unit Descriptions
The map units delineated on the detaih
or miscellaneous areas in the survey z
maps, can be used to determine the ci
A map unit delineation on a soil map n
major kinds of soil or miscellaneous ar
according to the taxonomic classificatii
class there are precisely defined limits f
however, the soils are natural phenom(
of all natural phenomena. Thus, the ra
beyond the limits defined for a taxonor
class rarely, if ever, can be mapped wi
classes. Consequently, every map unit
for which it is named and some minor
other than those of the major soils.
soil maps in a soil survey represent the soils
a. The map unit descriptions, along with the
iposition and properties of a unit.
resents an area dominated by one or more
is. A map unit is identified and named
of the dominant soils. Within a taxonomic
the properties of the soils. On the landscape,
a, and they have the characteristic variability
e of some observed properties may extend
- class. Areas of soils of a single taxonomic
out including areas of other taxonomic
made up of the soils or miscellaneous areas
mponents that belong to taxonomic classes
Most minor soils have properties similai� 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, componentsi I They may or may not be mentioned in a
particular map unit description. Other minor components, however, have properties
and behavioral characteristics divergen I t enough to affect use or to require different
management. These are called contrast ' ing, or dissimilar, components. They generally
are in small areas and could not be mapped separately because of the scale used.
Some small areas of strongly contrastiri ' g 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 complexthat it �Vas 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 rather to separate the landscape into landforms or landform segments that
have similar use and management reqd I irements. 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.
I
Custom Soil Resource Report
An identifying symbol precedes the ma I p unit name in the map unit descriptions. Each
,description includes general facts aboul t the unit and gives important soil properties
and qualities. I
Soils that have profiles that are almo.,
differences in texture of the surface la
that are similar in composition, thickn
Soils of one series can differ in textun
degree of erosion, and other characte
differences, a soil series is divided int
detailed soil maps are phases of soil
indicates a feature that affects use or
to 2 percent slopes, is a phase of the
alike make up a soil series. Except for
-r, all the soils of a series have major horizons
,s, and arrangement.
of the surface layer, slope, stoniness, salinity,
stics that affect their use. On the basis of such
soil phases. Most of the areas shown on the
)ries. The name of a soil phase commonly
ianagement. For example, Alpha silt loam, 0
JDha series.
Some map units are made up of two or more major soils or miscellaneous areas.
I - -
These map units are complexes, associations, or undifferentiated groups.
A complex consists of two or more sc
pattern or in such small areas that the
pattern and proportion of the soils or r
areas. Alpha -Beta complex, 0 to 6 pe
An association is made up of two or r
miscellaneous areas that are shown -,
anticipated uses of the map units in tI
or necessary to map the soils or misc
relative proportion of the soils or misc
Beta association, 0 to 2 percent slopE
An undifferentiated group is made up
could be mapped individually but are
interpretations can be made for use a
the soils or miscellaneous areas in a i
made up of only one of the major soit
of all of them. Alpha and Beta soils, 0
s or miscellaneous areas in such an intricate
cannot be shown separately on the maps. The
iscellaneous areas are somewhat similar in all
-ent slopes, is an example.
ore geographically associated soils or
3 one unit on the maps. Because of present or
a survey area, it was not considered practical
ilaneous areas separately. Th ' e pattern and
fflaneous areas are somewhat similar. Alpha -
is an example.
f two or more soils or miscellaneous areas that
riapped as one unit because similar
id management. The pattern and proportion of
lapped area are not uniform. An area can be
-or miscellaneous areas, or it can be made up
:o 2 percent slopes, is an example.
Some surveys include miscellaneousareas. Such areas have little or no soil material
and support little or no vegetation. RoIck outcrop is an example.
I
Custom S 1 11 Resource Report
St. Lucie County, Florida
26—Neftles and Oldsmar sands
Map Unit Setting
National map unit symbol. jpvI
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: Farmland of unique importance
Map Unit Compositic n
Oldsmar and sft�Jflarsofl& 4�0 percent
Nettles and similar soils: 40 percent
Minor compone ' nts: 20 percent
Estimates are based on ob slervations, descriptions, and transects of the mapunit.
Description of Nettles
Setting
Landform: Flatwoods on marine terraces
�andfbrm position (thre dimensional): Talf
Down -slope shape: Linear
Across -slope shape: Lir ear
Parent material. Sandy and loamy marine deposits
Typical profile
A - 0 to 8 inches: sand
E -, 8 to 33 inches: sand
Bhl - 33 to 39 inches: s nd
Bh2 - 39 to 55 inches: s n d
Btg - 55 to 80 inches: Tine sandy loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: 31 to 50 inches to ortstein
Natural drainage class: Poorly drained
Runoff class: High
Capacity of the most limiting layer to transmit water (Ksat): Moderately low to
moderately high (O.d6 to 0.20 in/hr)
Depth to water table: About 6 to 18 inches
Frequency of flooding. one
Frequency of ponding: None
Salinity, maximum in pro 1.1e: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm)
Sodium adsorption ratio, maximum in profile: 4.0
Available waterstorage in profile: Very low (about 1.6 inches)
Interpretive groups
Land capability classifical tion ftdoated): None specified
.Land capability classifical tion (noniffigated): 4w
Hydrologic Soil Group: 6/D
Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands
(GI56BC141FL) 10
Custom So I il Resource Report
Description of Oldsmar
Setting
Landform: Flatwoods o
Landform position (thre(
Down -slope shape: Co
Across -slope shape: U
Parent material. Sandy
Typical profile
A - 0 to 5 inches: sand
E - 5 to 32 inches: sanc
Bh - 32 to 42 inches: s-,
Big - 42 to 80 inches: fi
marine terraces
dimensionan: Talf
d loamy marine deposits
e sandy loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Poorly drained
Runoff class: High
Capacity of the most W11, g layer to transmit water (Ksat): Moderately low to
moderately high (0.96 to 0.20 in/hr)
Depth to water table: About 6 to 18 inches
Frequency of flooding: None
Frequency of ponding: I None
Salinity, maximum in proffle: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm)
Sodium adsorption ratio,, maximum in profile: 4.0
Available waterstoragelin profile: Low (about 4.9 inches)
Interpretive groups
Land capability classffl
Land capability classffl
Hydrologic Soil Group:
Other vegetative clas&
(G156BC141FL)
Minor Components
Pineda
Percent of map unit. 4
Landform: Drainagew-,
Landform position (thrf
Down -slope shape: Lii
Across -slope shape: C
Other vegetative classi
lowlands (G15613C
Pepper
Percent of map unit., 4
Landform: Flatwoods i
Landfonn position (thrE
Down -slope shape: Q
Across -slope shape: L
Other vegetative classi
(G156BC141FL)
(irrigated): None -specified
(noniffigated): 4w
tion: Sandy soils on flats of mesic or hydric lowlands
on marine terraces, flats on marine terraces
firriensional): Dip
r
9tion: Sandy over loamy soils on flats of hydric or mesic
I FL)
marine terraces
dimensionan: Talf
r
bn: Sandy soils on flats of mesic or hydric lowlands
Custom So�jl Resource Report
Oldsmar
Percent of map unit: 4 pbrcent
Landform: Depressions on marine terraces
Landform position (threeldimensional): Dip
Down -slope shape: Concave
Across -slope shape: Co cave
Other vegetative classification: Sandy soils on stream terraces, flood plains, or in
depressions (G156BC145FL)
Wabasso
Percent of map unit: 4 pircent
Landform: Flatwoods on Imarine terraces
Landform position (three-dimensional): Talf
Down-slqpe shape: Convex
Across-slopeshape: Linear
Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands
(G156BC141FL) 1 .1
Ankona
Percent of map unit. 4 pi
Landform: Flatwoods on
Landform position (three -
Down -slope shape: Con -
Across -slope shape: Lin
Other vegetative classific
(G156BC141FL)
I
12
terraces
'onal): Talf
Sandy soils on flats of mesic or hydric lowlands
STATE OF FLORIDA PERMIT APPLICATION TO CONSTRUCT,
REPAIR, MODIFY, OR ABANDON A WELI L
I
0 Southwest PLEASE FILL OUTALLI API
0 Northwest (*Denotes Required R
0 St Johns River I
7he water wet/ contract6ris
o South Florida thIs tann and forwardh4 (he
El Suwannee River appirpdate delegated authe
ODEP
El Delegated Authority (if Applicable)
I
2. 49-5 6Weltf LA-712 C� 4=-4' Vj
*Well Location -Address, Road Name or Number, City
3.- —g-310 go( �00.5-0 coo --I-
*Parcel ID No. (PIN) orAltemate Key (Circle One)
4.
'Section or Land G t T w hip *Range jCoun
wo/ 7 -15 0, - - , 01�1 -" 7/7;f�
r,. "-gF N 3`3 S'
7. *Type of Work: Construction ____Pep6tr Modification V' 1,
8. *Number of Proposed Wells
9. *Spftllj�lntended Use(s) of Well(s): Agri
_41Domesfic —Landscape Irrigarion — I
Bottled Water Supply Area Irrigation —Lives
—Nurs!
Public Water Supply (Urnited Use/DOH) Corri
Public Water Supply (Community or Non-Community/DEP) —Golf I
Class I Injection
Class V Injection: Recharge Commerciallindustrial Disposal—
Remediation: ___Recovery __Ar Sparge —Other (Describe)
Other (oascriba) (Not,
I 0.*Dlstance from Septic System if s200 ft. Facility Descriptic
IVEstimated Well Depth --fL *Estimated Casing Depth v--fti
14. Estimated Screen Interval: Frorr=Tc�=%
15.*Primary Casing Material: Black Steel Galvanized
NotCased —Other
16. Secondary Casing: `- 'Telescope Casing 'Liner 'Ir�u ai
17. Secondary Casing Material:—Sla-ck Steel!:7=-Gl9vanized�
I 8.*Method of Construction, Repair, or Abandonment: —Auger I-'
Combination (Two or More Methods) Hand Driven (Well
HorizontalDrIfling ____Plugged by Approved Method
19. Proposed Grouting Interval for the PrImar36 Secondary, an d fflonal C
FronL ToL.Seal Material L_Bentonite t Cer
From TO Seal Material C Bentonite at Cen
Cen
From —TO Seal Material L_Bentonit eat Cen
e eat Cen
From —TO Seal Material (_BentonitC
20. Indicate total number of existing wells on site_
21 !Is this well or any existing well orwater withdr Afon the owner's contigu
0 11
....orCUPMUPApplicafion?.. - Yes .7No If yes. complete the to
22. Latitude Longitude
23. Data Obtained From: —GPS — map ----�Sufvey
I hereby cerffylhal I willcomplywith the 2pplicabla rates cITAIle40. FlorfdaAdmIndstrative Code. and that a water
use poinfiloradificlal ruchaigo pennit.1ineeded. has been or%M be ablatied prior to commencement Orwell
COnst—tIon. I fudhercerMy that oil Information provided in this application is accurate and that I will ablodn
.acessaryapprovalfrom other Federal, slate. orlocafsovernmoats� froppritable. Ingrealopmvideawell
p n port to the Watfidwithtni 30 days aildrcomplellon of the construction, repair. mod1ficallon. of
bandonmentou a bythispenaiLatutopernuiexpimuon.whichuvcrc=mf'nL
m
*Signature of Contractor *License No.
Approval Granted By Issue D�
Fee Received $. // — Receipt No.
THIS PERMIT IS NOT MALID UNTIL PROPERLY SIGNED BYAN AUTHORIZED OFF1
'ABLE FIELDS
s Where Applicable)
;onsible for completing
mit application to the
where applicable.
'I< -
5F-- 1(0:5 3 tlq'7
Quad No. — ---- -Delineation No._ I
Application No. I
EL 3. �". �Oj--
*Stata ZIP
Lot Block Unit
bdivision Check if 6 4 —Yes —No
Pie
Number E-mail Address
-C f^elcf-
.. *Reason
Irrigation
-Site InvestiglatiDn
__Monitoring
ation
Test
findustrial
Earth -Coupled Geothermal
Arigation
HVAC Supply
HVAC Return
lr Storage and Recovery ____Drainage
IN]
JAN 2 7 201
Lucie County Heal Dept
)NqgA, T& KWALTIDIVIS
Not all types dwells are periffilted bya given perniftlIng authority)
1 12. Estimated Start Date 145&e
Irimary Casing Diameter 9-rl-in. Open Hole: ft.
_PVC Stainless Steel
Casing Diameter in.
Stainiess Steel
a Tool —Jetted Rotary ____Ponic
Sand PolnQ Point (Direct Push)
ir (Describe)
bliff-of existing unused wells on site
property covered under a Consumpfive/Water Use Permit (CUPMUP)
'ng: CUPMUP. No. District Well ID No.
Datum: NAD27 NAD 83 WGS 84
I corlify that I am The owncrafthe property. that the Information provided Is accurate. and thatl2M 0W2m Of aw
tesponsibMes underChapler373. FloddoStatules. to maIntainorpropedyabandon this wait or. I certiWhal I am
the agent for the Owner that the Information provided Is accurate. and that I ban Weaned the owneroRheir
responsibmes; as stated above. Owner consents to allowEng personnel of this WMO arDelegatedAtithofityamess
to the well site during the construction. repair. modifiCall'On. Of abandonment aulhorized by this permli.
'Dale
�/7
�6 Expiration Date 7N/ Hydrologist Approval
In' iffals
Check No.
OR REPRESENTATIVE OF THE WMD OR DELEGATED AUTHORITY. THE
I. �
STATE OF FLORIDA PERMIT APPLItATION
REPAIR, MODIFY, OR ABANDON A WELL
OSouthwest
PLEASE FILL OUTALLAPPI
0 Northwest
("Denotes Required FIE
0 St. Johns River
0 South Florida
The wafer well contractor Is n
0 Suwannee River
this lban a nd forwatroffng the ;
appropriate delegated outharl
ODEP
0 Delegated Authority (If Applicable)
*OWner, Le' I N e if Co ration *Address
Li—V Y? L044
2. 1 <.; 7 9 714
"Well Location -Address, Road Name or Number, City
Z310 - nt - O'S-b--Ccro —2
*Parcel ID No. (PIN) orAltemate Key (Circle On
. 10, - �?, 5 5 -V5,P - . --
*Section or Lana Gr t 1p *Range *County
&92r,1"175 7
*Watpr Well Contractor "License Nuthber *Tell
32 5+
'Water Well ContracW
s Address Citlr
'.*Type of Wark:. V b6fisthiction —Repair Modification
1. "Number of Proposed Wells
�Spry Intended Use(s) of Well(s):
Domestic Landscape Irrigation ____Agric
—Bottled Water Supply Recreation Area Irrigation ---Livel
Nurs
__Public Water Supply (Limited Use/DOH) Corr
__public Water Supply (Community or Non-Community/DEP) Golf
—Class I Injection
'lass V Injection: Recharge C mmercialfindustrial Disposal
0
lemediation: —Recovery ____Air Sparge Other (Describe)
__Pther (Descdbe) ate; Not
O."Distance from Septic System if s2ooft.-75LL 11. Facility Des �Iptlon
VEstimated Well Depth iLft- -Estimated Casing Depth _ZLft. "Prin
4. Estimated Screen Interval: From a VS, / ft.
—25 T
S."Primary Casing Material: Black Steel ___�ZGalvanized
NotCased —Other.
5. Secondary Casing---reTescope Casino------tlffe—f Surface C;
7. Secondary Casing MaterlaIL-=====8Iack Steel _r:=-"V5M:fdd _P1
&*Method of Construction. Repair. orAbandonment: _____Auger _ZCa
Combination (Two or More Methods) Hand Driven (Well Pdlr
—Horizontal Drilling ____?IuggedbyA r ethod ot
9. Proposed Grouting Interval for the Prima e ndary, and Additional Casin!
From, �2 T -Seal Materiall tonite Neat Cement
10 -
From L=Tq Seal Material entonite Neat Carried
From TO, Seal Material dhtonite Neat Cemenf
Bentonite------
From 0, 'Seal Material iw Nbat Cemenf
0. Indicate total numberof existing wells on site - List numt
Vie this well or any existing well or water withdrWa/1 on the owner's contiguous I
or CLIP1WUPAppIIcaffon?..�es
No If yes, complete the followii
2. Latitude Longitude
3. Data Obtained From: GPS —Map ___Survey
iorellyceat, that IwIllcomplywlith the appri ble rules ofTitho 40, FloAdaAdmInIsImfive Code. and that a wafer
Cal
no *11be ablolned pflarto commencementalwell
:epermilerad;r,dairechatgDpeffniLif adled. has been crvA
-ristruction. I furthercertily thatall Inhurnaffionjurovided In thisapplIcaltan Is accurate and that I willablain
icessary approval from otherfedaral, state. at local governments, Happlicablo. logrealoprovideftwell
m"""on "'pod"' the Dishictwithin 3D days allorcomplellan of the construcilon. topolt. modiricallon. or
..d.mn..l...h.rIzed by this parent. at the parml exphation. whichavoraccurs rerst.
Signature of Contractor "License No.
,pproval Granted By Issue Date
ee Received $ Receipt No.
CONSTRUCT,
!LE FIELDS 'Florida Unique ID
Vhere Applicable) Permit Stipulations Required (See Attached)
sible for completing
application to4he 62-524 Quad No. Delineation No.
ire applicable.
CUP/WUPApplicallon No.
I N
r-y_l �3c�4-15
"State *ZIP
Lot Block Unit-
ubd!Vtslon Ch 6 Yes — No
7�ff�
Number E-mailAddress
3,6,y :;7
State ZIP
for Repair,
Irrigation Site Investigation
. -Monitoring
ation Test
findustrial ____Earth -Coupled Geothermal JAN 2 7 2016
.Irrigation HVAC Supply
HVAC Return
tr Storage and Recovery -Drainage St Lucie County Health
types ofwells are permitted by a given permitting authority) -
e— 12. Estimated Start Date
ry Casing Diameter n. Open Hole: FrorrL. —T
q—=ft.
Stainless Steel
Diameter - In.
_____�Stalnless Steel ____Pther
a Tool —Jetted —Rotary Sonic
Sand PoInQ -Hydraulic Point (Direct Push)
r (Describe).
unused wells on site
covered under a ConsumptiveMater Use Permit (CLIPMUP)
CUP/WUP. No. District Well ID No.
NAD 27 NAD 83 WGS 84
I am The ownerafthe pmperty. that the Information provided Is Bccurale. and that I am swamormy
les under Chapter373. Flaiijdalitatules. to maInIaln or propody abandon ft wetter. I ceffirythall am
r1he owner. that the InformationprovIded Is accurate. end lhall have informed the owneraftheir
losessialedabova. Owner consenis to alleMng per3annel of LhIs WMD or DefegaledAulhodlyacces.
Its dudng tho consliuction. iepatr, modification. or abandonment authorized by lbb permit.
or
Expiration Date 7L'�.La Hydrologist Approval Initials
Check No.
HIS PERMIT IS NOT VALID UNTIL PROPERLY SIGNED BYANAUTHORIZED OFFICER 6R REPREsENTATIVE OFTHE WMD OR DELEGATED AUTHORITY. THE
—.11 —.1 1 — .—All — I A-- - Ill I — 1-1— .1 . 1 —A.- —M — A