HomeMy WebLinkAboutSewage15LC 21oG-McIs
STATE OF FLORIDA PERMIT #: 56-SF-2274585
DEPARTMENT OF HEALTH APPLICATION #: AP1657832
ONSITE SEWAGE TREATMENT AND DISPOSAL DATE PAID:
SYSTEM
CONSTRUCTION PERMIT FEE PAID:
RECEIPT #:
fi l y DocuMENT #: PR1580774
rd
iw �• t �u oa p�1ecl
CONSTRUCTION PERMIT FOR: OSTDS New nl IS
APPLICANT: Joseyides . IZOZ A Nnr
PROPERTY ADDRESS: TBD Johnson Rd Fort Pierce, FL 34951
LOT: 02 BLOCK: SUBDIVISION:
PROPERTY ID #: 1327-806-0002-000-5
[SECTION, TOWNSHIP, RANGE, PARCEL NUMBER]
[OR 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 SPECIFICATIONS
T [ 1,050 ] GALLONS / GPD SeDtiC new CAPACITY
-A [ ] GALLONS / GPD N/A CAPACITY
N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS]
K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ ]
D [ 667 ] SQUARE FEET Drainfield new SYSTEM
R [ ] SQUARE FEET N/A SYSTEM
A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [X] MOUND
I CONFIGURATION: [ ] TRENCH [X] BED [ ]
N
F LOCATION OF BENCHMARK: Orange spot, SW corner of driveway apron at rd
I ELEVATION OF PROPOSED SYSTEM SITE [ 35.001 INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT
E BOTTOM OF DRAINFIELD TO BE [ 21.001[ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT
L
D FILL REQUIRED: [32.001 INCHES EXCAVATION REQUIRED: [ 48.001 INCHES
0
T
H
E
R
M
system is sized for 4 bedrooms with a maximum occupancy of 8 persons (2 per bedroom), for a total estimated flow of
gpd.
SPECIFICATIONS
BY: Brian J In am
TITLE: Environmental Specialist
III
APPROVED BY:
TITLE: Environmental Specialist III
St. Lucie CHD
suan Ingram
DATE ISSUED:
06/14/ 21
EXPIRATION DATE:
12/14/2022
DH 4016, 08/09
(Obsoletes all previous
editions which may not be used)
Incorporated:
64E-6.003, FAC
Page 1 of 3
V 1.! A
AP1657832 SE1537590
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.
k 4f1 V�;f'.j
St. Lucie County Health Department
Mir 5150 NW Milner Dr Port Saint Lucie, FL 34983
HEALTH
PAYING ON: #: 56-SF-2274585 BILL DOG #:56-BID-5263513 CONSTRUCTION APPLICATION #: AP1657832
RECEIVED FROM: R.A. Construction Corp of the Treasure C AMOUNT PAID: $ 545.00
PAYMENT FORM: CHECK 1001 PAYMENT DATE: 04/22/2021
MAIL TO: Jose Vides
FACILITY NAME:
PROPERTY LOCATION:
TBD Johnston Rd
Fort Pierce, FL 34951
02
Lot: Block:
Property ID: 1327-806-0002-000-5
EXPLANATION or DESCRIPTION:
QUANTITY
FEE
128 - OSTDS Construction System Inspection Research Fee
1
$
5.00
-1 - Surcharge (All)
1
$
45.00
-1 - OSTDS New Permit Surcharge
1
$
100.00
-1 - OSTDS Construction Application and Plan Review,New
1
$
100.00
123 - OSTDS Construction Site Evaluation
1
$
115.00
126 - OSTDS Construction Permit (New.or Mod, Amendment)
1
$
55.00
127 - OSTDS Construction System Inspection
1
$
75.00
133 - OSTDS Construction Reinspection
1
$
50.00
RECEIVED BY: AdamsC
Note: V1laUpp�-rom-Bon-B-arre# 4e-be-sehf
AUDIT CONTROL NO. 56-PID-4951709
e, A� STATE OF FLORIDA PERMIT NO: z,2,
DEPARTMENT OF HEALTH DATE PAID:
ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID:
.� SYSTEM RECEIPT # :
APPLICATION FOR CONSTRUCTION PERMIT
APPLICATION FOR:
[✓] New System [ ] Existing System [ ] Holding Tank [ ] Innovative
[ ] Repair [ ] Abandonment [ ] Temporary [ ]
APPLICANT: Jose A Vides - Siera & Lisa K Vides
AGENT: RA Construction Corp of the Treasure Coast TELEPHONE: 772.260.8419
MAILING ADDRESS: 850 NW Federal Highway Stuart Florida 34994
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
LOT: 2 BLOCK: SUBDIVISION: Postobella Book43page30 PLATTED:
PROPERTY ID # : 1327-806-0002-000-5 ZONING: AG I/M OR EQUIVALENT: [ No ]
PROPERTY SIZE: 5.0 ACRES WATER SUPPLY: [ ] PRIVATE PUBLIC [ ]<=2000GPD [ ]>2000GPD
IS SEWER AVAILABLE AS PER 381.0065, FS? [ No El ] DISTANCE TO SEWER: FT
PROPERTY ADDRESS: Johnson Road, Ft Pierce, St. Lucie County Florida
i
DIRECTIONS TO PROPERTY: North on Jolms on Road Poiperty located on left
BUILDING INFORMATION
Unit Type of
No Establishment
[ ✓ ] RESIDENTIAL [ ] COMMERCIAL
No. of Building Commercial/Institutional System Design
Bedrooms Area Sqft Table 1, Chapter 64E-6, FAC
1 Single family home 4 2672 living
E
3
4
[ ] Floor
SIGNATURE:
t DrainV [
] Other (Specify)
DATE: e�
DH 4015, 08/09 (Obsoletes previous editions which may not be used)
Incorporated 64E-6.001, FAC Page 1 of 4
STATE OF FLORIDA APPLICATION # AP1657832
DEPARTMENT OF HEALTH
PERMIT # 56-SF-2274585
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM
SITE EVALUATION AND SYSTEM SPECIFICATION
DOCUMENT # SE1537590
APPLICANT: Jose Vides
CONTRACTOR / AGENT: R.A. Construction Corp of the Treasure Coast
LOT: 02 BLOCK:
SUBDIVISION: ID# : 1327-806-0002-000-5
TO BE COMPLETED 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: [X]YES [ ]NO NET USABLE AREA AVAILABLE: 5.01 ACRES
TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ]
AUTHORIZED SEWAGE FLOW: 7515.01 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ]
UNOBSTRUCTED AREA AVAILABLE: 1500.00 SQFT UNOBSTRUCTED AREA REQUIRED: 1000.00 SQFT
BENCHMARK/REFERENCE POINT LOCATION: Orang
ELEVATION OF PROPOSED SYSTEM SITE 35.00
SW corner of drivewav aaron at rd
/ FT ] [ ABOVE / BELOW ] BENCHMARK/REFERENCE POINT
THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES
SURFACE WATER: 100 FT DITCHES/SWALES: 100 FT NORMALLY WET: [ ]YES [X]NO
WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: 90 FT NON -POTABLE: FT
BUILDING FOUNDATIONS: 5. FT PROPERTY LINES: 75 FT POTABLE WATER LINES: 1 62 FT
SITE SUBJECT TO FREQUENT FLOODING? [ ]YES [X]NO 10 YEAR FLOODING? [ ]YES [XINO,
10 YEAR FLOOD ELEVATION FOR SITE: FT I MSL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD
ROTT. PROFTT.F TWWnPMATTAN RTTF 1
USDA SOIL SERIES:
Munsell #/Color
Texture
Depth
10YR 4/3
Sandy Clay Loam
0 To 7
10YR 5/1
Sandy Clay Loam
7 To 17
1 OYR 5/8
CMN/PRM RF
10 To 17
1 OYR 5/3
Sandy Clay Loam
17 To 23
1 OYR 5/2
Sandy Clay Loam
23 To 43
10YR 5/2
Sand
43 To 72
SOIL PROFTLF. TNFnRMATTON RTTF. 2
USDA SOIL SERIES:
Munsell #/Color
Texture
Depth
1 OYR 4/2
Sandy Clay Loam
0 To 6
1 OYR 5/2
Sandy Clay Loam
6 To 18
10YR 5/8
CMN/PRM RF
11 To 18
1 OYR 4/2
Sandy Clay Loam
18 To 24
1 OYR 5/3
Sandy Clay Loam
24 To 31
5BG 6/1
Sandy Clay Loam
31 To 48
5BG 6/1
Loamy Sand
48 To 57
1 OYR 5/2
Loamy Sand
57 To 62
10YR 5/2
Sand
62 To 72
OBSERVED WATER TABLE: 66.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: ( PERCHED / APPARENT ]
ESTIMATED WET SEASON WATER TABLE ELEVATION: 10 INCHES ( ABOVE / BELOW ] EXISTING GRADE
HIGH WATER TABLE VEGETATION: [X]YES [ ]NO MOTTLING: [X]YES [ ]NO DEPTH: 10.00 INCHES
SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.60 DEPTH OF EXCAVATION: 48 INCHES
DRAINFIELD CONFIGURATION: [ ] TRENCH [XI BED [ ] OTHER (SPECIFY)
REMARKS/ADDITIONAL CRITERIA
WSWT determined using USDA WSS and soil borings.
f3- depleted matrix-10YR 5/8 CMN PROM RF mottling in 10YR5/1 matrix >2% starting at 10" In SB1.
SB1 and S62 35" below BM.
SITE EVALUATED BY: eq
DATE: 06/07/2021
Ingram, Bria itle: Environmental Specialist III) (ENVIRONMENTAL HEALTH)
DH 4015, 08/09 (Obsoletes previous edition hich may not be used) Incorporated: 64E-6.001, PAC Page 3 of 4
AP'1657832 EID2274585 v 1.0.2
Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved.
Property Identification
Site Address: JOHNSON RD Parcel ID: 1327-806-0002- Account #: 154166 Sec/Town/Range: 27/34S/39E
GROVE 000-5 Map ID: 13/27S Zoning: AG-1 Count
Use Type: 9900 Jurisdiction: Saint Lucie
County
Ownership Legal Description
Jose A Vides-Sierra POSTOBELLO (PB 43-30) LOT 2 (5.015 AC)
Lisa K Vides
383 SW North Shore BLVD
Port St Lucie, FL 34986
Current Values Historical Values 3-year
Just/Market: $107,600 Assessed: $107,600 Year Just/Market Assessed Exemptions Taxable
Exemptions: $0 Taxable: $107,600 2020 $107,600 $107,600 $0 $107,600
2019 $99,300 $61,160 $0 $61,160
2018 $55,600 $55,600 $0 $55,600
Sale History
Date Book/Page Sale Code Deed Grantor Price
05-21-2019 4272 / 1960 0001 WD HORSEMINT FARMS LLC $130,000
03-28-2017 3986 / 2778 0205 WD Mueller Rainer $377,700
12-20-2013 3612 / 0078 0205 WD GW Acres LLC $325,000
Primary Building Information
Finished Area of this building: 0 SF
Gross Sketched Area: 0 SF
Exterior Data
View: Roof Cover: Roof Structure: Building Type:
Year Built: N/A Frame: Grade: Effective Year: N/A
Primary Wall: Story Height: No. Units: 0 Secondary Wall:
Interior Data
Bedrooms: 0 A/C %: 0% Electric: Primary Int Wall:
Full Baths: 0 Heated %: N/A% Heat Type: Avg Hgt/Floor: 0
Half Baths: 0 Sprinkled W 0% Heat Fuel: Primary Floors:
Total Areas
Finished/UnderAir 0
, . , , :. (SF):
r,.• Gross Sketched Area 0
(SF):
c, '
i, )r � ;f; { a?tt ;,>• Land Size (acres): 5.01
Land Size (SF): 218,453
Total Building Count: 1
Type
Special Features and Yard Items
Qty Units Year Blt
All information is believed to be correct at this time, but is subject to change and is provided without any warranty.
0 Copyright 2021 Saint Lucie County Property Appraiser. All rights reserved.
Custom Soil Resource Report
St. Lucie County, Florida
11—Chobee loamy sand, frequently ponded, 0 to 1 percent slopes
Map Unit Setting
National map unit symbol: 2tzwd
Elevation: 0 to 70 feet
Mean annual precipitation: 48 to 58 inches
Mean annual air temperature: 68 to 77 degrees F
Frost -free period. 350 to 365 days
Farmland classification: Farmland of unique importance
Map Unit Composition
Chobee and similar soils: 85 percent
Minor components: 15 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Chobee
Setting
Landform: Depressions on marine terraces
Landform position (three-dimensional): Tread, dip
Down -slope shape: Concave
Across -slope shape: Concave
Parent material. Loamy alluvium
Typical profile
A - 0 to 11 inches., loamy sand
Btg - 11 to 40 inches: sandy clay loam
Btkg - 40 to 80 inches: sandy clay loam
Properties and qualities
Slope: 0 to 1 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Very poorly drained
Runoff class: Negligible
Capacity of the most limiting layer to transmit water (Ksat): Moderately low to
moderately high (0.06 to 0.20 in/hr)
Depth to water table: About 0 inches
Frequency of flooding: None
Frequency of ponding: Frequent
Calcium carbonate, maximum content. 14 percent
Maximum salinity. Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm)
Sodium adsorption ratio, maximum: 4.0
Available water capacity: High (about 9.7 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 7w
Hydrologic Soil Group: C/D
Forage suitability group: Loamy and clayey soils on stream terraces, flood plains,
or in depressions (G156BC345FL)
Other vegetative classification: Freshwater Marshes and Ponds (R156BY010FL),
Loamy and clayey soils on stream terraces, flood plains, or in depressions
(G156BC345FL)
10
Custom Soil Resource Report
Hydric soil rating: Yes
Minor Components
Hallandale
Percent of map unit: 4 percent
Landform: Flatwoods on marine terraces
Landform position (three-dimensional): Tread, talf
Down -slope shape: Linear
Across -slope shape: Linear
Other vegetative classification: South Florida Flatwoods (R155XY003FL), Sandy
soils on flats of mesic or hydric lowlands (G155XB141 FL)
Hydric soil rating: Yes
Floridana
Percent of map unit: 4 percent
Landform: Depressions on marine terraces
Landform position (three-dimensional): Tread, dip
Down -slope shape: Concave, convex
Across -slope shape: Concave, linear
Other vegetative classification: Freshwater Marshes and Ponds (R155XY010FL),
Sandy over loamy soils on stream terraces, flood plains, or in depressions
(G155XB245FL)
Hydric soil rating: Yes
Kaliga
Percent of map unit: 4 percent
Landform: Depressions on flatwoods on marine terraces
Landform position (three-dimensional): Tread, dip, talf
Down -slope shape: Concave, linear
Across -slope shape: Concave, linear
Other vegetative classification: Freshwater Marshes and Ponds (RI 55XY010FL),
Organic soils in depressions and on flood plains (G155XB645FL)
Hydric soil rating: Yes
Winder
Percent of map unit: 3 percent
Landform: Depressions on marine terraces
Landform position (three-dimensional): Tread, dip
Down -slope shape: Linear, convex
Across -slope shape: Linear, concave
Other vegetative classification: Freshwater Marshes and Ponds (R155XY010FL),
Loamy and clayey soils on stream terraces, flood plains, or in depressions
(G155XB345FL)
Hydric soil rating: Yes
16—Hilolo loamy sand
Map Unit Setting
National map unit symbol: 1 jpv9
Elevation: 0 to 100 feet
11
Custom Soil Resource Report
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 Composition
Hilolo and similar soils: 80 percent
Minor components: 20 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Hilolo
Setting
Landformn: Flats on marine terraces
Landform position (three-dimensional): Talf
Down -slope shape: Convex
Across -slope shape: Linear
Parent material: Sandy and loamy marine deposits
Typical profile
A - 0 to 7 inches: loamy sand
Btkg1- 7 to 12 inches: fine sandy loam
Btkg2 - 12 to 28 inches: sandy clay loam
Btkg3 - 28 to 53 inches: fine sandy loam
Cg1 - 53 to 74 inches: loamy fine sand
Cg2 - 74 to 80 inches: fine sandy loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Poorly drained
Runoff class: High
Capacity of the most limiting layer to transmit water (Ksat): Moderately low to
moderately high (0.06 to 0.20 in/hr)
Depth to water table: About 0 to 12 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum content. 30 percent
Maximum salinity. Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm)
Sodium adsorption ratio, maximum: 4.0
Available water capacity. Moderate (about 7.2 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3w
Hydrologic Soil Group: B/D
Forage suitability group: Loamy and clayey soils on flats of hydric or mesic
lowlands (G156BC341 FL)
Other vegetative classification: Loamy and clayey soils on flats of hydric or mesic
lowlands (G156BC341FL)
Hydric soil rating: Yes
Minor Components
Winder, shell substratum, hydric
Percent of map unit. 4 percent
Landform: Flats on marine terraces
12
Custom Soil Resource Report
Landform position (three-dimensional): Taff
Down -slope shape: Concave, linear
Across -slope shape: Linear
Other vegetative classification: Loamy and clayey soils on(flats of hydric or mesic
lowlands (G156BC341 FL)
Hydric soil rating: Yes
Pineda
Percent of map unit. 4 percent
Landform: Drainageways on marine terraces, flats on marine terraces
Landform position (three-dimensional): Dip
Down -slope shape: Linear
Across -slope shape: Concave
Other vegetative classification: Sandy over loamy soils on flats of hydric or mesic
lowlands (G156BC241 FL)
Hydric soil rating: Yes
Hallandale
Percent of map unit. 4 percent
Landform: Flats on marine terraces
Landform position (three-dimensional): Interfluve, talf
Down -slope shape: Convex
Across -slope shape: Linear
Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands
(G156BC141FL)
Hydric soil rating: No
Riviera
Percent of map unit. 4 percent
Landform: Flats on marine terraces
Landform position (three-dimensional): Talf
Down -slope shape: Linear
Across -slope shape: Linear
Other vegetative classification: Sandy over loamy soils on flats of hydric or mesic
lowlands (G156BC241FL)
Hydric soil rating: Yes
Pople
Percent of map unit. 4 percent
Landform: Drainageways on marine terraces, flats on marine terraces
Landform position (three-dimensional): Dip
Down -slope shape: Linear
Across -slope shape: Concave
Other vegetative classification: Sandy over loamy soils on flats of hydric or mesic
lowlands (G156BC241 FL)
Hydric soil rating: Yes
38—Riviera fine sand, 0 to 2 percent slopes
Map Unit Setting
National map unit symbol: 2tzw2
13
Custom Soil Resource Report
Elevation: 0 to 80 feet
Mean annual precipitation: 44 to 59 inches
Mean annual air temperature: 68 to 77 degrees F
Frost -free period. 350 to 365 days
Farmland classification: Farmland of unique importance
Map Unit Composition
Riviera and similar soils: 80 percent
Minor components: 20 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Riviera
Setting
Landform: Drainageways on marine terraces, flats on marine terraces
Landform position (three-dimensional): Tread, dip, talf
Down -slope shape: Linear
Across -slope shape: Linear, concave
Parent material. Sandy and loamy marine deposits
Typical profile
A - 0 to 6 inches: fine sand
E - 6 to 28 inches: fine sand
BM/E - 28 to 32 inches: fine sandy loam
Btg - 32 to 42 inches: sandy clay loam
C - 42 to 80 inches: fine sand
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Poorly drained
Runoff class: Very high
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high
(0.60 to 6.00 in/hr)
Depth to water table: About 3 to 18 inches
Frequency of flooding: None
Frequency of ponding: None
Maximum salinity: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm)
Sodium adsorption ratio, maximum: 4.0
Available water capacity.- Moderate (about 6.0 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3w
Hydrologic Soil Group: A/D
Forage suitability group: Sandy over loamy soils on flats of hydric or mesic
lowlands (G155XB241 FL)
Other vegetative classification: Slough (R155XY011 FL), Sandy over loamy soils
on flats of hydric or mesic lowlands (G155XB241 FL)
Hydric soil rating: Yes
Minor Components
Wabasso
Percent of map unit. 8 percent
Landform: Flatwoods on marine terraces
Landform position (three-dimensional): Tread, talf
14
Custom Soil Resource Report
Down -slope shape: Linear, convex
Across -slope shape: Linear
Other vegetative classification: South Florida Flatwoods (R155XY003FL), Sandy
soils on flats of mesic or hydric lowlands (G155XB141 FL)
Hydric soil rating: No
Pinellas
Percent of map unit: 4 percent
Landform: Flatwoods on marine terraces
Landform position (three-dimensional): Tread, talf
Down -slope shape: Convex, linear
Across -slope shape: Linear
Other vegetative classification: Cabbage Palm Flatwoods (R155XY005FL), Sandy
over loamy soils on flats of hydric or mesic lowlands (G155XB241 FL)
Hydric soil rating: No
Hallandale
Percent of map unit: 4 percent
Landform: Flatwoods on marine terraces
Landform position (three-dimensional): Tread, talf
Down -slope shape: Linear
Across -slope shape: Linear
Other vegetative classification: South Florida Flatwoods (R155XY003FL), Sandy
soils on flats of mesic or hydric lowlands (GI 55XB141 FL)
Hydric soil rating: Yes
Floridana
Percent of map unit: 2 percent
Landform: Depressions on marine terraces
Landform position (three-dimensional): Tread, dip
Down -slope shape: Concave, linear
Across -slope shape: Concave, linear
Other vegetative classification: Freshwater Marshes and Ponds (RI 55XY010FL),
Sandy over loamy soils on stream terraces, flood plains, or in depressions
(G155XB245FL)
Hydric soil rating: Yes
Oldsmar
Percent of map unit: 2 percent
Landform: Flatwoods on marine terraces
Landform position (three-dimensional): Talf
Down -slope shape: Linear, convex
Across -slope shape: Linear
Other vegetative classification: South Florida Flatwoods (R155XY003FL), Sandy
soils on flats of mesic or hydric lowlands (G155XB141 FL)
Hydric soil rating: No
15
Saint Lucie County Property Appraiser
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1:2,257
0 90 180 360 ft
0 25 50 100 m
Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan,
Esri Japan, MET% Esri China (Hong Kong), Esri Korea, Esri (Thailand),
A
Mission:
To protect, promote & improve the health
of all people in Florida through integrated
state, county & community efforts.
F ®� rid,
HEALTH
Vision: To be the Healthiest State in the Nation
Ron DeSantis
Governor
Scott A. Rivkees, MD
State Surgeon General
Florida Department of Health in St. Lucie County
Conditions for Issuance of Water Well Permits
Effective July 24, 2017
• Contact the Florida Department of Health in Saint Lucie County (FDOH — St. Lucie)
prior to constructing or abandoning any well.
a. Call the FDOH — St. Lucie Well Line at 772-873-4936 or email
SLCDOH-WELLStc'D.FLHEALTH.GOV
b. Provide the following information:
i. Permit number
ii. Driller name
iii. Address
iv. Date and time to begin construction/abandonment
• A minimum of 24 hours' notice is required before constructing any public water supply
wells. Please call our main office at 772-873-4931 and speak with Environmental
Health Staff or provide notification by email to SLCDOH-WELLSa-FLHEALTH.GOV
• Submit revisions to permit and/or site map and associated fee within 48 hours of well
construction or abandonment.
Florida Department of Health
St. Lucie County Accredited Health Department
5150 NW Milner Drive • Port St. Lucie, FL 34983 :Public Health Accreditation Board
PHONE: 772/462-3800 • FAX: 7721871-5360
StLucieCountyHealth.com
/4
STATE OF FLORIDA PERMIT APPLICATION TO CONSTRUCT,
REPAIR, MODIFY, OR ABANDON A WELL
p Southwest PLEASE FILL OUTALL APPLICABLE FIELDS
$i Northwest Denote& Required Fields Where Applicable)
DSt. Johns River
Tre water L:al!.eoatr2e:or s respocasb?e!orceaJpfe:irg
_South Florida AM brrr, and fon:a:dmg the permit application tc M, a
CSuwannee River approprlata'derepa;aeithury vitaeextbatte.
=DEP
Delegated Authority (If Applicable)
V 1 1) t
-Ovmer egal ame if tbrp ration Address
2. rt ti 610 1.40 fn
'Welt Location - Address, Road Name'or Number, City
3. 11 Z7 - 810 6 U 9Q z - o v
'Parcel ID No. (PIN) or Alternate Kgy (Circle One)
4• 47 3 `I -31 ; I,Gycre
'Section or Land Grant 'Township 'Range -County
'Water Well Contractor'( 'license Number 'Tele
6. P..O, 5q4. l-r,V
r-2 2 �/1I5'e-!�
Now. 59-31922
Uniqua ID
Stipulelions Required (SaeAaached)
62�•524 Quad No. Delireellor. No
CUP/WUP Appltcatlon No.
121P *Telephone Number
1 SLot Block Unit
Subdivision `�� Check if 62-524: Yes !Ja
9LL-a sI�R M_ PV6,Nzilil��ll�,r (Vernc,;1.ecm
one Number E-mail Address
P! -e t- c.e- FL M S4
7. *Type of Work-Constntction _Repair _ModMication —Abandonment
8. 'Number of Proposed Wells " .ossan wrneoar� v,d,: eae,a a•tihard;nmerit
9. `Specify Intended Use(s) of Well(s): ink D D � t
Domestic _ Landscape Irrigation , Agricultural Irrigation —site Investigation[r,�
`Bottled Water Supply _Recreation Area Irriga5on _Livestock Monitoring
,Public Water Supply (Limited Use/DOH)—Nurserylrriga0on —Test Ili
—Public Water Supply (Community'or Non-Community!DEP) —CommerciaUlndustrial Earth -Coupled Geothermal JU N 14 2021
Golf Course Irrigation _HVAC Supply
—Class I Injection^HVAC Return
Class V Injection: —Recharge __Commercial:lndustriat Disposal TAquifer Storage and Recovery •Drainage
Remediation: _Recovery Air Sparge other joLsv tel - _FD H in St Lucie COL
—Other tOeDcrioel (Nc:e. tie'. nl• Floes a'\se:a a-e re•m+ll.: by a ;tie•• ^,o-ra:xt; a ;-o•:yl
10'Distance from Septic System if s200 ft. Tj 11. Facillty Description SIC F: _ 12. Estimated Start Date _
13.'Estimated Well Depth "' ft. `Estimated Casing Depth _ii. 'Primary Casing Diameter in. Open Note: From To ft.
14. Estimated Screen Interval: From—To--ft.
IS.'Primary Casing Material- Black Steel -_,__Galvanized PVC Stainless Steel
NolCased Other.
16. Secondary Casing: Telescope Casing .Liner Surface Casing Diameter in.
17. Secondary Casing Material Black Steel Galvanized PVC Stainless Steel Other
18.'Method of Construcltoh. Repair. or Abandonment: Auger Cable Tool Jetted �!Rotary _ Sonic
Combination (Two or More Methods) Hand Driven (Well Point, Sand Point) Hydraulic Point (Direct Push)
Horizontal Drilling Plugged by Approved Method - ^_Other oe :e;`
19. Proposed Grouting Interval for the Primary. Secondary, and Additional Casing:
From To Seal Material (_Bentonite Neat Cement Other
From To Seal Material (__Bentonile Neal Cement Other
From To Seal Material (__Bentcnite Neat Cement Other )
Frorn To Seal Material (Bentonite Neat Cement Other )
20. Indicate total number of existing wells on site List number of existing unused welts on site
�] 21 'Is this well or any existing well orwater with aural on the owner's contiguous property covered under a ConsumptiveNVater Use Permit(CUPfJVUP)
+e or CUP/WUP Application? Yes with
If yes. complete the following: CUPIWUP No. District Well -ID NO.
22. Latitude Longitude
23. Data Obtained.From: GPS Map Survey
Datum: NAD 27 NAD 83 WGS 84
.taOr=Mir1ner: e.0 CoMly\,IiQI L,a sDP";:a Nan of110 AC. Fknftk3rKml,&+a coda aCd. Vr. a nIW-
of/ penrY or Qa z as b k a-LM• Ay
=M11, eWt.L.: L^.e-hm: or In 3f"rt P.IIae^k-rDIY.p N:a: 9 axTLL. am& A:• UT. 042-V r-r
:H:a'ib�:Ci9:: da: �•Q�L' SJ�.: C::D Ea:a7e9 1: •;D'l :• D:a+QD:. C
: fumel m-cir i
r wr= nor
DCa{LJCQa.: :fW[hQ•raYYy L1DI Qr mL�k:,•a9\'Cad a•If.'f Yti'nU:tS0.CjlIb Q•7!tQ' wl
d w ipA =eatk r i atti onv ft.
.:td3t9'.y 7rQ�ari•:tOT•O7haf lDdntD:9lall Q•k-.&LA'S=n.:R.�na]%:l::a DeryQ L^i:•'•:09'aaJ
wC1L9LQ!'QaQM1 la lla Dilrgl HL'lu sa Slf(/ifta.'CJ.'~�aLO'al ea n•9:•r.C:_et:pf r•7ta�T
ya�9-:) D'x0..� :Y:.ry =:Y !-
70:A-WyCL'I:a KM1a!+-nIWO_Ydld Yo:,�/ Q•;1�1l �ayp{.f:M:l4 �a :o•nIL'a�
2{QJY.�f IYt L9 9��jii 'luY•.D• lC '/s' ear cis "\,)L: •.I a{•
:;1l xC�n`:a �' \ •� � :J-.D; ;::•')nL:i:f
nm-;.-1'110Wtor �qkq :all, cr qa :Q•-ri epnKa• z:-n.{•.: av [v:
'.?ii:wf,' %•+�g�`�:Q'''�al��.r :D�s•`r. tt:a I.san—:
loan
1� L�Z-
'Sign a of Convector 'License No
:
'Si9nalure or Owner orAgegt 'gala
a
Granted Issue Dr
It
a/9Approval
�Z' „- Expiration Oat 1 � -ydrologlst Approval
Fee Reeeived S u _ Receipt No.
^.h11n
Check No.
THIS PERMIT IS NOT'JAUD UNTIE. PROPERLY Slr--NED BYAN AUTriORIZED OFFICER OR REPRESENTATIVE OF THE VJMD, OR DELEGATED At,'THOa;-!. THE
PERMIT SHALL BE AVAI ABL E AT THE WELL SITE DURING ALL CONSTRUCTION. REPAIR, MODIFICA; ION: OR ABA,tiDONMENTACTnrn'IFs_
B
DEF Form: 62-532.9000'r Effeclive Date: Oc:oher7. 2C1C
Pace t nr 9
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3B
N89°17'04'W
671,30'
Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved.
Property Identification
Site Address: JOHNSON RD Parcel ID: 1327-806-0002- Account #: 154166 Sec/Town/Range: 27/34S/39E
GROVE 000-5 Map ID: 13/27S Zoning: AG-1 Count
Use Type: 9900 Jurisdiction: Saint Lucie
County
Ownership Legal Description
Jose A Vides-Sierra POSTOBELLO (PB 43-30) LOT 2 (5.015 AC)
Lisa K Vides
383 SW North Shore BLVD
Port St Lucie, FL 34986
Current Values Historical Values 3-year
Just/Market: $107,600 Assessed: $107,600 Year Just/Market
Assessed
Exemptions
Taxable
Exemptions: $0 Taxable: $107,600 2020 $107,600
$107,600
$0
$107,600
2019 $99,300
$61,160
$0
$61,160
2018 $55,600
$55,600
$0
$55,600
Sale History
Date
Book/Page Sale Code Deed Grantor
Price
05-21-2019
4272 / 1960 0001 WD HORSEMINT FARMS LLC
$130,000
03-28-2017
3986 / 2778 0205 WD Mueller Rainer
$377,700
12-20-2013
3612 / 0078 0205 WD GW Acres LLC
$325,000
Primary Building Information
Finished Area of this building: 0 SF
Gross Sketched Area: 0 SF
Exterior Data
View:
Roof Cover: Roof Structure: Building Type:
Year Built: N/A
Frame: Grade: Effective Year: N/A
Primary Wall:
Story Height: No. Units: 0 Secondary Wall:
Interior Data
Bedrooms: 0
A/C %: 0% Electric: Primary Int Wall:
Full Baths: 0
Heated %: N/A% Heat Type: Avg Hgt/Floor: 0
Half Baths: 0
Sprinkled W 0% Heat Fuel: Primary Floors:
4
�.• ,
,
Total Areas
Finished/Under Air
0
zv ti �t (SF):
Sri _j
Gross Sketched Area
0
(SF):
Land Size (acres):
5.01
Land Size (SF): 218,453
Total Building Count:
1
Type
Special Features and Yard Items
Qty Units Year Blt
All information is believed to be correct at this time, but is subject to change and is provided without any warranty.
0 Copyright 2021 Saint Lucie County Property Appraiser. All rights reserved.
i
jo `'= St. Lucie County Health Department
4
5150 NW Milner Dr Port Saint Lucie, FL 34983
HEALTH
PAYING ON: #: 13ILLDoc#:56-BID-5277419
RECEIVED FROM: Don Barrett 11025 AMOUNT PAID: $ 345.00
PAYMENT FORM: CREDIT CARD 057707 PAYMENT DATE: 05/03/2021
MAIL TO: Don Barrett 11025
PO Box 594
Fort Pierce FL 34954
FACILITY NAME: Don Barrett 11025
PROPERTY LOCATION:
PO Box 594
Fort Pierce FL 34954
Lot:
Property ID:
EXPLANATION or DESCRIPTION:
-1 - Well Construction
Block:
3
QUANTITY
FEE
$ 345.00
RECEIVED BY: AdamsC AUDIT CONTROL NO. 56-PID-4960586
Note: 59-31920 - 59-31922 1661 SW Southworth Ter 1660 SW Buttercup Ave TBD Johnston
SQ. FT. CALCULATIONS
LIVING
2672 `
REAR COV PORCH
800
FRONT COV PORCH
e
137
0
GARAGE
e
565
TOTAL AREA
UNDER ROOF
4174
NEW GARAGE BREEZEWAY
906.
TOTAL AREA
5080t
Jose & Lisa Vides Residence
Lot 2 Johnson Road
Ft. Pierce , Florida c°Nmc`°ml'°'°E`
AIH20MES BY
BURTON
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