HomeMy WebLinkAboutOSTDS NEWSTATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL
SYSTEM
CONSTRUCTION PERMIT
CONSTRUCTION PERMIT FOR: OSTDS New
APPLICANT: Mary Ramos
PROPERTY ADDRESS: 1071 S Header Canal Rd Fort Pierce, FL 34945
LOT: 4
PROPERTY ID #:
BLOCK:
SUBDIVISION: Mellon Groves
PERMIT #: 56-SF-2253862
APPLICATION #: AP1639851
DATE PAID:
FEE PAID:
RECEIPT #:
DOCUMENT # : PR1565746
[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 [ 1,200 ] GALLONS / GPD SeDtiC 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 [ 767 ] SQUARE FEET Drainfield new SYSTEM
R [ ] SQUARE FEET N/A SYSTEM
A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [X1 MOUND [ ]
I CONFIGURATION: [ ] TRENCH
N
F LOCATION OF BENCHMARK: Reference
I ELEVATION OF PROPOSED SYSTEM SITE
E BOTTOM OF DRAINFIELD TO BE
L
D FILL REQUIRED: [ 30.00] INCHES
O
T
H
E
R
[x] BED [ ]
orange painted nail in fence post N of system
[ 19.00 ] [ INCHES FT ] [ ABOVE BELOW BENCHMARK/REFERENCE POINT
[ 7.00 ][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT
EXCAVATION REQUIRED: [ 37.001 INCHES
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.
SPECIFICATIONS BY:: Brian J Ingram TITLE: Environmental Specialist III
/'//
APPROVED BY: TITLE: Environmental Specialist III St. Lucie CHD
Brian J 2 g am
DATE ISSUED: 05/20/202 EXPIRATION DATE: 11/20/2022
DH 4016, 08/09 (Obsoletes all previous editions which may not be used)
Incorporated: 64E-6.003, FAC Page 1 of 3
V 1.1.4 AP1639651 SE1522712
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
>5150 NW Milner Dr Port Saint Lucie, FL 34983
ri W ki
PAYING ON: #: 56-SF-2253862 BILL DOC #:56-BID-5208643 CONSTRUCTION APPLICATION #: AP1639851
RECEIVED FROM: Alexander J Piazza PSM Inc. AMOUNT PAID: $ 545.00
PAYMENT FORM: CREDIT CARD 259571 PAYMENT DATE: 03/23/2021
MAIL TO: Mary Ramos
FACILITY NAME:
PROPERTY LOCATION:
1071 S Header Canal Rd
Fort Pierce, FL 34945
4
Lot:
Property ID:
EXPLANATION or DESCRIPTION:
Block:
128 - OSTDS Construction System Inspection Research Fee
-1 - Surcharge (All)
-1 - OSTDS New Permit Surcharge
-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
133 - OSTDS Construction Reinspection
RECEIVED BY: WhighamJL
Note: 59-31710 Well Permit by Down the Hole
011ANTITV FFF
1 $
5.00
1 $
45.00
1 $
100.00
1 $
100.00
1 $
115.00
1 $
55.00
1 $
75.00
1 $
50.00
AUDIT CONTROL NO. 56-PID-4909425
STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL
;Y _r SYSTEM
WE APPLICATION FOR CONSTRUCTION PERMIT
APPLICATION FOR:
[✓] New System [ ] Existing System [ ] Holding Tank
[ ] Repair [ ] Abandonment [ ] Temporary
APPLICANT: ESTEBAN A. & MARY F. RAMOS
PERMIT NO. pfoc�(OZ
DATE PAID:) 29
FEE PAID: $
RECEIPT #:
[ ] Innovative
AGENT: Alexander J. Nazza PSM, Inc. TELEPHONE
MAILING ADDRESS: 619 SW Biltmore Street, Port St. Lucie, Florida 34983
772-340-7770
--------------------------
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: 4 BLOCK: - SUBDIVISION: MELLEN GRONE PLATTED: 2017
PROPERTY ID #:
2214-501-0004-000-9
ZONING: R I/M OR EQUIVALENT: [ No ]
PROPERTY SIZE: 7.258 ACRES WATER SUPPLY: [ ✓] PRIVATE PUBLIC [ ]<=2000GPD [ 1>2000GPD
IS SEWER AVAILABLE AS PER 381.0065, FS? [ No ] DISTANCE TO SEWER: FT
PROPERTY ADDRESS: 1071 South Header Canal Road, Fort Pierce, FL 34945
DIRECTIONS TO PROPERTY: SEE MAP
BUILDING INFORMATION
IV] RESIDENTIAL
[ ] COMMERCIAL
Unit
Type of
No. of Building
Commercial/Institutional System Design
No
Establishment
Bedrooms Area Sqft
Table 1, Chapter 64E-6, FAC
1
RESIDENCE
4 3,337
2
3
4
[ ]
Floor/Equipment Drains
[ ✓ ] Other (Specify)
GARBAGE GRINDERS / DISPOSALS
Digtldly.ipM by Ak... d,, l Pi —
Alexander J Piazza
' DN:,US,,=U,,Mlicicd.w-AO1410DOO 1725fi 2F43WIWFA,.-Alaundal
S I GNATURE :
Dnc 2021.03.19 a 91:0 -04W
DATE: 3-19-21
DH 4015, 08/09 (Obsoletes previous editions which may not be used)
Incorporated 64E-6.001, FAC
Page 1 of 4
STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM
SITE EVALUATION AND SYSTEM SPECIFICATION
APPLICANT: Mary Ramos
CONTRACTOR / AGENT:
LOT: 4
Alexander J Piazza PSM Inc.
SUBDIVISION:, Mellon Groves ID#:
BLOCK:
APPLICATION # AP163985'I
PERMIT # 56-SF-2253862
DOCUMENT # SE1522712
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: 7.26 ACRES
TOTAL ESTIMATED SEWAGE FLOW: 460 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ]
AUTHORIZED SEWAGE FLOW: 10890.01 GALLONS PER DAY [ 1500 GPD/ACRE I OR 2500 GPD/ACRE ]
UNOBSTRUCTED AREA AVAILABLE: 2000.00 SQFT UNOBSTRUCTED AREA REQUIRED: 1150.00 SQFT
BENCHMARK/REFERENCE POINT LOCATION: Reference
ELEVATION OF PROPOSED SYSTEM SITE 19.00 [
ge painted nail in fence post N of system
/ FT ] [ ABOVE / BELOW ] BENCHMARK/REFERENCE POINT
THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES
SURFACE WATER: FT DITCHES/SWALES: FT NORMALLY WET: [ ]YES [X]NO
WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: 100 FT NON -POTABLE: FT
BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 39 FT POTABLE WATER LINES: 75 FT
SITE SUBJECT TO FREQUENT FLOODING? [ ]YES [X]NO 10 YEAR FLOODING? [ ]YES [X]NO]
10 YEAR FLOOD ELEVATION FOR SITE: FT[ MSL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD
SOIL PROFILE INFORMATION SITE 1 SOIL PROPTT.P. TNPORMATTON RTTF. 9
USDA SOIL SERIES:
Munsell #/Color
Texture
Depth
10YR 5/3
Sandy Loam
0 To 5
10YR 6/4
Sand
5 To 8
10YR 6/1
Sandy Clay
8 To 10
10YR 4/2
Loamy Sand
10 To 18
1OYR 5/8
CMN/PRM RF
14 To 18
1 OYR 5/1
Loamy Sand
18 To 34
N 5/
Sandy Clay Loam
34 To 56
56 6/1
Sandy Clay
56 To 72
USDA SOIL SERIES:
Munsell #/Color
Texture
Depth
10YR 4/3
Sandy Loam
0 To 7
10YR 5/3
Loamy Sand
7 To 12
10YR 5/2
Sand
12 To 20
10YR 5/8
CMN/PRM RF
12 To 18
10YR 5/2
Sandy Clay Loam
20 To 37
10YR 6/2
Sandy Loam
37 To 44
N 5/
Sandy Clay Loam
44 To 50
56 6/1
Sandy Clay
50 To 72
OBSERVED WATER TABLE: 63.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ]
ESTIMATED WET SEASON WATER TABLE ELEVATION: 12 INCHES [ ABOVE / BELOW ] EXISTING GRADE
HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X]YES [ ]NO DEPTH: 37.00 INCHES
SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.60 DEPTH OF EXCAVATION: 37 INCHES
DRAINFIELD CONFIGURATION: [ ] TRENCH [XI BED [ ] OTHER (SPECIFY)
- REMARKS/ADDITIONAL CRITERIA
WSWT determined using USDA WSS and soil borings.
10YR5/8 CMN PROM RF mottling in 10YR5/2 matrix >2% starting at 12" in S132.
SB1 and SB2 19" below RP. 1-0
SITE EVALUATED BY:
Ingram, Bh (Title: Environmental Specialist III) (ENVIRONMENTAL HEALTH)
DH 4015, 08/09 (Obsoletes previous editio which may not be used) Incorporated: 64E-6.001, FAC
DATE: 05/19/2021
Page 3 of 4
AP1639851 EID2253862 v 1.0.2
d�
�STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM
SITE EVALUATION AND SYSTEM SPECIFICATIONS
PERMIT #.
APPLICANT: ESTEBAN A. & MARY F. RAMOS AGENT: Alexander J. Piazza PSM, Inc.
LOT: 4 BLOCK: - SUBDIVISION: MELLEN GRONE
PROPERTY ID # : 2214-501-0004-000-9 [ Tax ID Number ]
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: [✓] YES [ ] NO NET USABLE AREA AVAILABLE: 7.258 ACRES
TOTAL ESTIMATED SEWAGE FLOW: 767 GALLONS PER DAY [RESIDENCES -TABLE 1/OTHER-TABLE2 ]
AUTHORIZED SEWAGE FLOW: GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ]
UNOBSTRUCTED AREA AVAILABLE: 1200 SQFT UNOBSTRUCTED AREA REQUIRED: 1200 SQFT
BENCHMARK/REFERENCE POINT LOCATION:_
ELEVATION OF PROPOSED SYSTEM SITE IS34
[ INCHES / 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:15 FT NORMALLY WET? [ I YES [✓] NO
WELLS: PUBLIC:200 FT LIMITED USE:100 FT PRIVATE:75 FT NON-POTABLE:100 FT
BUILDING FOUNDATIONS:S FT PROPERTY LINES:10 FT POTABLE WATER LINES: FT
SITE SUBJECT TO FREQUENT FLOODING: [ ] YES [✓] NO 10 YEAR FLOODING? [ ] YES [✓] NO
10 YEAR FLOOD ELEVATION FOR SITE: FT MSL/NGVD SITE ELEVATION: FT MSL/NGVD
SOIL PROFILE INFORMATION SITE ]
MUNSELL #/COLOR
USDA SOIL SERIES:
TEXTURE
DEPTH
TO
TO
TO
TO
TO
TO
TO
TO
TO
OBSERVED WATER TABLE:40+ INCHES [BELOW
ESTIMATED WET SEASON WATER TABLE ELEVATION:_
HIGH WATER TABLE VEGETATION: [ j YES [ ] NO
SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING:
DRAINFIELD CONFIGURATION: [✓] TRENCH [ ] BED
REMARKS/ADDITIONAL CRITERIA:
SOIL PROFILE INFORMATION SITE 2
MUNSELL #/COLOR TEXTURE DEPTH
TO
TO
TO
TO
TO
TO
TO
TO
TO
USDA SOIL SERIES:
] EXISTING GRADE. TYPE:[ PERCHED /APPARENT ]
_ INCHES ABOVE BELOW ] EXISTING GRADE
MOTTLING: [ ] YES [ ] NO DEPTH: INCHES
DEPTH OF EXCAVATION: INCHES
[ ] OTHER (SPECIFY)
gia yvgn y
Alexander J Piazza UN:vUS,o=Unaliilialed uu=Ao1410DJ0000i7156C27F13000167FA,
1..' m=A d¢r 1 P�aIId
SITE EVALUATED BY: Wlc:H21.03.19i1:3049-04W' --DATE: 3-19-21
DH 4015, 12/11 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC Page 3 of 4
APPLICANT'S NAII�IE:
ESTEBAN A. & MARY F. RAMOS
LEGAL DESCRIPTION: Lot 4, Mellen Groves (PB 74, PG 4)
PA, OPOSE'.D SEMC`SYS��'�' �J�T Il�P*Q:�1��ION,
1
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 septic system, 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 fine 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.
NOTE: MUST BE CERTIFIED BY A FLORIDA
REGISTERED SURVEYOR OR ENGINEER
docs/ ro rms/sep tics/S epti cAppp Page207
6giwJiA9i by AkraMo1 Pla
"0So °
Alexander J Piazza a:°''9'"`''
Am/1 b00D00011156C11F43000161F0.
--Nr_drr/ Plnaa
CERTIFIED BY: D t,. 101 i A3. 19119 31 040P
FLORIDA PROFESSIONAL NO.: 6330
DATE: 03/19/21 JOB NO.: 18-3808
Page 4 of 4
i avF%,ALy %.aiu
Page 1 of" 1
Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved.
Property Identification
Site Address: 1071 S
Parcel ID: 2214-501-0004- Account #: 181577
Sec/Town/Range:
HEADER CANAL RD
000-9
14/35S/38E
Map ID: 22/13X
Zoning: AG-5 Count Use Type: 6000
Jurisdiction: Saint Lucie
County
Ownership
Legal Description
Esteban A Ramos
MELLEN GROVES (PB 74-4) LOT 4
(7.258 AC - 316,158 SF)
Mary F Ramos
(OR 4121-2115)
681 SW McCullough AVE
Port St Lucie, FL 34953
Current Values Historical Values 3-year
Just/Market: $135,307 Assessed: $1,996 Year
Just/Market
Assessed
Exemptions
Taxable
Exemptions: $0 Taxable: $1,996 2020
$135,307
$1,996
$0
$1,996
2019
$115,011
$1,996
$0
$1,996
2018
$109,688
$1,996
$0
$1,996
Sale History
Date Book/Page Sale Code Deed Grantor Price
04-17-2018 4121 / 2115 0001 WD Leonard Vito Mecca Farms Inc $145,000
Total Areas
AA Finished/Under Air 0
(SF):
Gross Sketched Area 0
(SF):
j' Land Size (acres): 7.26
Land Size (SF): 316,158
Total Building Count:
Special Features and Yard Items
Type Qty Units Year Bit
All information is believed to be correct at this time, but is subject to change and is provided without any warranty.
C Copyright 2021 Saint Lucie County Property Appraiser. All rights reserved.
https://www.paslc.org/RECard/ 3/22/2021
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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 (R156BY0I OFL),
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 (R155XY010FL),
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 (13155XY010FL),
Loamy and clayey soils on stream terraces, flood plains, or in depressions
(G155XB345FL)
Hydric soil rating. Yes
55—Winder loamy sand
Map Unit Setting
National map unit symbol: ljpwk
Elevation: 0 to 30 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
Winder,, drained and bedded, and similar soils: 67 percent
Winder, hydric, and similar soils: 15 percent
Minor components: 18 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Winder, Drained And Bedded
Setting
Landform: Flats on marine terraces
Landform position (three-dimensional): Talf
Down -slope shape: Concave, convex
Across -slope shape: Linear
Parent material: Sandy and loamy marine deposits
Typical profile
A - 0 to 6 inches: loamy sand
E - 6 to 12 inches: sand
Btg1 - 12 to 33 inches: sandy clay loam
Btg2 - 33 to 49 inches: sandy loam
Cg1 - 49 to 61 inches: loamy sand
Cg2 - 61 to 80 inches: sand
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 12 to 18 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum content: 5 percent
Maximum salinity: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm)
Sodium adsorption ratio, maximum: 4.0
Available water capacity: Low (about 5.8 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3w
Hydrologic Soil Group: C/D
Forage suitability group: Loamy and clayey soils on flats of hydric or mesic
lowlands (G156BC341FL)
Other vegetative classification: Loamy and clayey soils on flats of hydric or mesic
lowlands (G156BC341 FL)
Hydric soil rating: No
Description of Winder, Hydric
Setting
Landform: Flats on marine terraces
12
Custom Soil Resource Report
Landform position (three-dimensional): Talf
Down -slope shape: Linear, concave
Across -slope shape: Linear
Parent material. Sandy and loamy marine deposits
Typical profile
A - 0 to 6 inches: loamy sand
E - 6 to 12 inches: sand
Btgl - 12 to 33 inches: sandy clay loam
Btg2 - 33 to 49 inches: sandy loam
Cg1 - 49 to 61 inches: loamy sand
Cg2 - 61 to 80 inches: 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 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: 5 percent
Maximum salinity: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm)
Sodium adsorption ratio, maximum: 4.0
Available water capacity: Low (about 5.8 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3w
Hydrologic Soil Group. C/D
Forage suitability group: Loamy and clayey soils on flats of hydric or mesic
lowlands (G1 56BC341 FL)
Other vegetative classification: Loamy and clayey soils on flats of hydric or mesic
lowlands (G156BC341FL)
Hydric soil rating. Yes
Minor Components
Pineda
Percent of map unit. 3 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: 3 percent
Landform: Flats on marine terraces
Landform position (three-dimensional): Interfluve, talf
Down -slope shape: Convex
Across -slope shape: Linear
13
Custom Soil Resource Report
Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands
(G156BC141 FL)
Hydric soil rating: No
Riviera
Percent of map unit: 3 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 (G1 56BC241 FL)
Hydric soil rating: Yes
Floridana
Percent of map unit: 3 percent
Landform: Depressions on marine terraces
Landform position (three-dimensional): Dip
Down -slope shape: Concave
Across -slope shape: Concave
Other vegetative classification: Sandy over loamy soils on stream terraces, flood
plains, or in depressions (G156BC245FL)
Hydric soil rating. Yes
Wabasso
Percent of map unit: 2 percent
Landform: Flats on marine terraces
Landform position (three-dimensional): 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
Winder, shell substratum, hydric
Percent of map unit: 2 percent
Landform: Flats on marine terraces
Landform position (three-dimensional): Talf
Down -slope shape: Concave, linear
Across -slope shape: Linear
Other vegetative classification: Loamy and clayey soils on flats of hydric or mesic
lowlands (G156BC341FL)
Hydric soil rating: Yes
Wabasso, gravelly substratum
Percent of map unit: 2 percent
Landform: Flats on marine terraces
Landform position (three-dimensional): Talf
Down -slope shape: Convex
Across -slope shape: Linear
Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands
(G156BC 141 FL)
Hydric soil rating: No
14
Custom Soil Resource Report
99—Water
Map Unit Composition
Wafer.' 100 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Water
Interpretive groups
Land capability classification (irrigated): None specified
Forage suitability group: Forage suitability group not assigned (G156BC999FL)
Other vegetative classification: Forage suitability group not assigned
(G156BC999FL)
Hydric soil rating: Unranked
15
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