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UNPLATTED LANDS
SECTION 16,
TOWNSHIP S.,
FIELD LOCATED
RANGE 40 E.
100 EXISTING
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60'x100'
ELEVATION
BUILDING
(TYPICAL)
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PAGE 766
PROPOSED 20'x57'
UNOBSTRUCTED
AREA (1140 S.F.)
PROPOSED
12'x48'
DRAINFIELD
(576 S.F.)
FND. 5/8" IR
(NO ID)
0.09' N., 0.21' E.
S. LINE OF THE N. 1/2
OF THE N. 1 /2 OF THE
N.E. 1/4 OF SECTION 16
N. LINE OF
SECTION 16
7
50 0 50 100
lllllw�
SCALE: 1" = 100'
FDOH in St. Lucie County
Environmental Health
Site Plan Approved for Cc-'struction
Supersedes All Previous Site Plans for
OSTDS #'SG-SF-Zl3s3sa & Well #
Date: 4/L iO47 /2
Reviewer: `
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DATE
REVISIONS
DATE 07/30/2020
SCALE 1 '"=100'
FIELD BK. fP 19
DRAWN BY 9..9..
CHECKED BY E.AL.
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SHEET NO. 2
OF 2
SHEETS
PROJECT NO.
20-45
STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL
SYSTEM
CONSTRUCTION PERMIT FOR: OSTDS New
APPLICANT: Wayne Larsen
PROPERTY ADDRESS: 1101 Saeger Ave Fort Pierce, FL 34982
LOT: BLOCK: SUBDIVISION:
PROPERTY ID #: 3416-113-0000-0000-3
PERMIT #.66-SF-2139360
APPLICATION #: AP1552797
DATE PAID:
FEE PAID:
RECEIPT #:
DOCUMENT #: PR1396273
[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 [ 1,350 ] GALLONS / GPD Septic 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 [ 725 ] SQUARE FEET Drainfield new SYSTEM
R [ ] SQUARE FEET N/A SYSTEM
A TYPE SYSTEM: [ ] STANDARD [X] FILLED [] MOUND
I CONFIGURATION: [X] TRENCH [ ] BED [ ]
N
F LOCATION OF BENCHMARK: 16d nail in top Of S gate post, E side of property
I ELEVATION OF PROPOSED SYSTEM SITE [ 33.001[ INCHES FT ][ABOVE SELOW BENCHMARK/REFERENCE POINT
Iff
E BOTTOM OF DRAINFIELD TO BE [ 40.00][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT
L
D E
O
T
H
E
R
ILL REQUIRED: [ 9.001 INCHES EXCAVATION REQUIRED: [ JZ.UU J =N[:axa
The system is sized for 3 bedrooms with'a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of
580 gpd.
Drainfield elevation raised 2" to achieve 54" of suitable soil below bottom of drainfield required by rule 64E-6.008(5)3.
SPECIFICATIONS BY: _ Brian J IngWam TITLE: Environmental Specialist II
APPROVED BY:. TITLE: Environmental Specialist II St. Lucie CHD
Brian J 33kram
DATE ISSUED: 091021202W EXPIRATION DATE: 03/02/2022
DH 4016, 08/09 (Obsoletes all previous editions which may not be used)
Incorporated: 64E-6.003, PAC Page 1 of 3
v 1.1.4 AP1552797 SE1354829
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
proceedingsare 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
PAYING ON: #: 56-SF-2139350 BILL DOG #:56-BID-4911841 CONSTRUCTION APPLICATION #: AP1662797
RECEIVED FROM: Wavne Larsen AMOUNT PAID: $ 545.00
PAYMENT FORM: CHECK 1590 PAYMENT DATE: 08/19/2020
MAIL TO: Wayne Larsen
5 � 213113 Sb ,.A I he ra4h ho uk,
FACILITY NAME: via oil -- Am-awy ��-
PROPERTY LOCATION: 'OVIAraf
1101 Saeger Ave
Fort Pierce, FL 34982
Lot: Block:
Property ID: 3416-113-0000-0000-3
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: VanceMH AUDIT CONTROL NO. 56-PID-4571296
jr St. Lucie County Health Department
5150 NW Milner Dr Port Saint Lucie, FL 34983
HEALTH
PAYING ON: #:56-SF-2139350 BILL Doc #:56-BID-5131260 CONSTRUCTION APPLICATION #:AP1552797
RECEIVED FROM: Wayne Larsen AMOUNT PAID: $ 25.00
PAYMENT FORM: CREDIT CARD 001159 PAYMENT DATE: 12/21/2020
MAIL TO: Wayne Larsen
FACILITY NAME:
PROPERTY LOCATION:
1101 Saeger Ave
Fort Pierce, FL 34982
Lot: Block:
Property ID:
3416-113-0000-0000-3
EXPLANATION or DESCRIPTION: QUANTITY FEE
-1 - OSTDS Revision 1 $ 25.00.
New a &
4e (.4- /V,) A
(ffi,jvp-
41 tA 7 An
4'v��j 4)6ul 141!:T
RECEIVEBY: AdamsC AUDIT CONTROL NO. 56-PID-4833714
STATE OF FLORIDA,
DEPARTMENT OF - 9BALTH
?a ONSITE SEWAGE TREATMENT AND DISPOSAL
SYSTEM
APPLICATION FOR CONSTRUCTION PERMIT
APPLICATION FOR.
PERMIT NO. S6-Sf'.Zi3 350
DATE PAID: 40141U7,0
FEE PAID: liv
RECEIPT #:
[ytI New System [ ] Existing System [ j Holding Tank [ ] Innovative
[ 3 Repair [ ] Abandonment [ 3 Temporary [ ]
APPLICANT: «.uN,� �xp Nf, Q .
AGENT: � � Ot,��j�Q.�` �N�OI �L1lc� TELEPHONE" :77Z~2A' 167
MAILING ADDRESS a _�j 1 S ,- \� 1� 7 �U1 l �_ UG1e �R _ �'1Ci$Z,
na aaaaa00aCaa0 ecc�5aq oc=aa vac=a��C=cam-"' �= CC CC�Cao a.=�v�aCa�aa-J�aao�� ::ov��cC�c=aCa�Caaaa
TO BE COMPLETED BY APPLICANT. OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS, MUST BE CONSTRUCTED
BY A PERSON LICENSED PURSUANT TO 489.3:05(3)(m),OR 4'89.552, 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
7GRANDFATHER PROVISIONS.
PROPERTY INFORMATION WC+
LOT: BLOCX: SUBDIVISION:
PLATTED:
PROPERTY ID #: 3y16`lI3`�Do-CnO'3 ZONING: �� I/M OR EQUIVALENT: [ YIN ]
PROPERTY SIZE: -VtO ACRES WATER SUPPLY: [ 3 PRIVATE PUBLIC [X<=2.000GPD [ 1>2000GPD
IS SEWER AVAILABLE AS PER 381.0065,• FS? [ Y N©] DISTANCE TO SEWER: FT
�.
PROPERTY ADDRESS:
14,
DIRECTIONS TO PROPERTY:
BUILDING INFORMATION [-RESIDENTIAL [ j COMMERCIAL
Unit Type of 'No. of Building Commercial/Institutional Sjrstem Design
No 'Establishment 'Bedrooms Area Sgft Table 1, Chapter 64E-6, -FAC
1 �►�cLe, 's • L N
2•
3
4
[ ] Floor/Equipment
SIGNATURE:
[ 3 Other (Specify)
DH 4015, 06109 (Obsoletes previous- editions which may not be used)
Incorporated 64E-6.001, FAC
PATE,:. (/i_I -'�C/
Page 1 of 4
I
i
STATE OF FLORIDA APPLICATION # AP1562797
DEPARTMENT OF HEALTH PERMIT # 56-SF-2139350
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM DOCUMENT # SE1354829
SITE EVALUATION AND SYSTEM SPECIFICATION
APPLICANT: Wayne Larsen
CONTRACTOR / AGENT: Wayne Larsen
LOT: BLOCK:
SUBDIVISION: ID#: 3416-113-0000-0000-3
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: 6.56 ACRES
TOTAL ESTIMATED SEWAGE FLOW: 580 GALLONS PER DAY [ RESIDENCES-TABLEI / OTHER -TABLE 2 ]
AUTHORIZED SEWAGE FLOW: 9840.01 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ]
UNOBSTRUCTED AREA AVAILABLE: 5()0().00 SQFT UNOBSTRUCTED AREA REQUIRED: 1450.00 SOFT
BENCHMARK/REFERENCE POINT LOCATION: 16d nail in top Of S gate post, E side of prc
ELEVATION OF PROPOSED SYSTEM SITE 33.00 [ FINCHES / FT ] [ ABOVE /
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: FT NON -POTABLE: 100 FT
BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 80 FT POTABLE WATER LINES: 80 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
snit PROPTYM INFORMATION SSTE 1 SOIL PROFILE INFORMATION SITE 2
USDA SOIL SERIES:
Munsell #/Color
Texture
Depth
10YR 4/3
Fill - Loamy Sand
0 To 14
10YR 4/4
Fill - Sandy Clay Loam
14 To 26
10YR 4/2
Loamy Fine Sand
26 To 32
10YR 4/1
Sand
32 To 39
10YR 5/1
Fine Sand
36 To 61
10YR 2/2
Spodic Material
61 To 72
USDA SOIL SERIES:
Munsell #/Color
Texture
Depth
10YR 4/3
Fill - Sandy Clay Loam
0 To 15
10YR 4/4
Fill - Sandy Clay Loam
15 To 28
10YR 4/2
Fill - Loamy Fine Sand
26 To 30
10YR 4/1
Fine Sand
30 To 41
10YR 5/1
Fine Sand
33 To 60
10YR 3/3
Fine Sand
60 To 72
OBSERVED WATER TABLE: 70.00 INCHES [ ABOVE / BELOW]] EXISTING GRADE TYPE: [ PERCHED / APPARENT ]
ESTIMATED WET SEASON WATER TABLE ELEVATION: 33 INCHES [ ABOVE / BELOW ] EXISTING GRADE
HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [XIYES [ ]NO DEPTH: 33.00 INCHES
SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Fine Sand/0.80 DEPTH OF EXCAVATION: 32 INCHES
DRAINFIELD CONFIGURATION: [X ] TRENCH [ ] BED [ ] OTHER (SPECIFY)
r REMARKS/ADDITIONAL CRITERIA
ISWT determined using USDA WSS and soil borings.
3YR6/1 stripping in 10YR4/1 matrix >10% with diffuse boundaries starting at 33" in SB2.
B1 34" below RP. SB2 33" below RP. /l
SITE EVALUATED BY:
Ingram, Bria Itle: Environmental Specialist II) (ENVIRONMENTAL HEALTH)
DR 4025, 08/09 (Obsoletes previous editions 3ch may not be ueed) Incorporated: 64E-6.001, FAC
AP1552797 E1132139350
DATE: 08/31 /2020
Page 3 of 4
v 1.0.2
Property Card
Page 1 of 1
54-SF- 213yF30
Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved.
Property Identification
Site Address: 1101
Parcel ID: 3416-113-0000- Account #: 173025 Sec/Town/Range:
SAEGER AVE
Map ID: 34/16N
000-3 16/36S/40E
Zoning: AR -I Count Use Type: 6000 Jurisdiction: Saint Lucie
County
ownership
Legal Description
Wayne Larsen
16 36 40 E 1/2 OF N 112 OF N 1/2 OF NE 1/4 OF SEC- LESS
Beverley Larsen
N 15 FT FOR RD R/W AND LESS E 843 FT AND LESS S
130 FT OF E 180 FT OF W 476.18 FT- (2225-774, 776)
2061 SE Harlow St
Port St Lucie, FL 34952
Current Values Historical Values 3-year
Just/Market: $313,669 Assessed: $195,567 Year
Just/Market
Assessed
Exemptions
Taxable
Exemptions: $0 Taxable: $195,567 2020
$313,669
$195,567
$0
$0
$195,567
$195,567
2019
2018
$313,669
$312,869
$195,567
$194,767
$0
$194,767
Sale History
Date Book/Page Sale Code Deed Grantor Price
04-15-2005 2225 / 0774 XX00 TR Taylor Lloyd $525,000
Primary Building Information
Finished Area of this building: 6,000 SF
Gross Sketched Area: 6,000 SF
Exterior Data
View: Roof Cover: Sheet Metal Roof Structure: Steel Rigid Building Type: INDW
Year Built: 2010 Frame: Grade: Y_D Effective Year: 2010
Primary Wall: Corr Metal Story Height: 1 Story No. Units: 1 Secondary Wall:
Interior Data
Bedrooms: 0 A/C %: 100% Electric: MAXIMUM Primary Int Wall:
Full Baths: 2 Heated %: 100% Heat Type: FrcdHotAir Avg Hgt/Floor: 0
Half Baths: 0 Sprinkled %: 0% Heat Fuel: ELEC Primary Floors: Tile -Ceramic
r
b Total Areas
Finished/Under Air 6,000
Gross Sketched Area 6,000
u #, (SF):
Land Size (acres): 6.56
Land Size (SF): 285,754
Total Building Count: 1
Special Features and Yard Items
Type Qty Units Year Bit
VINYLFENCE6' 1 340 2010
All information is believed to be correct at this time, but is subject to change and is provided without any warranty.
® Copyright 2020 Saint Lucie County Property Appraiser. All rights reserved.
hqs://www.paslc.org/RECard/ 9/2/2020
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Custom Soil Resource Report
St. Lucie County, Florida
25—Nettles and Oldsmar sands
Map Unit Setting
National map unit symbol: 1 jpvl
Elevation: 0 to 30 feet
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
Nettles and similar soils: 41 percent
Oldsmar and similar soils: 39 percent
Minor components: 20 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Nettles
Setting
Landform: Flatwoods on marine terraces
Landform position (three-dimensional): Talf
Down -slope shape: Linear
Across -slope shape: Linear
Parent material: Sandy and loamy marine deposits
Typical profile
A - 0 to 8 inches: sand
E - 8 to 33 inches: sand
BhI - 33 to 39 inches. sand
Bh2 - 39 to 55 inches: sand
Btg - 55 to 80 inches. fine sandy loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: 31 to 50 inches to ortstein
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 6 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: Very low (about 1.6 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4w
Hydrologic Soil Group: C/D
Forage suitability group: Sandy soils on flats of mesic or hydric lowlands
(G156BC141FL)
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Custom Soil Resource Report
Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands
(G156BC141 FL)
Hydric soil rating: No
Description of Oldsmar
Setting
Landform: Flatwoods 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 5 inches: sand
E - 5 to 32 inches: sand
Bh - 32 to 42 inches: sand
Btg - 42 to 80 inches: fine sandy ioam
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 6 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. Low (abodt 4.9 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4w
Hydrologic Soil Group: AID
Forage suitability group: Sandy soils on flats of mesic or hydric lowlands
(G156BC141 FL)
Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands
(G156BC141 FL)
Hydric soil rating: No
Minor Components
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 (G1 56BC241 FL)
Hydric soil rating. Yes
Pepper
Percent of map unit. 4 percent
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Custom Soil Resource Report
Landform: Flatwoods 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
(G156BC141 FL)
Hydric soil rating: No
Ankona
Percent of map unit: 4 percent
Landform: Flatwoods 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
(G156BC141 FL)
Hydric soil rating: No
Wabasso
Percent of map unit: 4 percent
Landform: Flatwoods 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
(G156BC141 FL)
Hydric soil rating: No
Oldsmar
Percent of map unit: 4 percent
Landform: Depressions on marine terraces
Landform position (three-dimensional): Dip
Down -slope shape: Concave
Across -slope shape: Concave
Other vegetative classification: Sandy soils on stream terraces, flood plains, or in
depressions (G156BC145FL)
Hydric soil rating. Yes
48—Wabasso sand, 0 to 2 percent slopes
Map Unit Setting
National map unit symbol: 2svyr
Elevation: 0 to 70 feet
Mean annual precipitation: 46 to 55 inches
Mean annual air temperature: 70 to 77 degrees F
Frost -free period: 355 to 365 days
Farmland classification: Farmland of unique importance
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Custom Soil Resource Report
Map Unit Composition
Wabasso and similar soils. 85 percent
Minor components: 15 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Wabasso
Setting
Landform: Flatwoods on marine terraces
Landform position (three-dimensional): Tread, talf
Down -slope shape: Linear
Across -slope shape: Linear
Parent material. Sandy and loamy marine deposits
Typical profile
A - 0 to 6 inches: sand
E - 6 to 25 inches: sand
Bh - 25 to 30 inches: sand
Big - 30 to 58 inches: sandy clay loam
Cg - 58 to 80 inches: loamy sand
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: 9 to 50 inches to strongly contrasting textural
stratification
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 6 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: Very low (about 1.4 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (noninigated): 3w
Hydrologic Soil Group: C/D
Forage suitability group: Sandy soils on flats of mesic or hydric lowlands
(G155XB141FL)
Other vegetative classification: South Florida Flatwoods (R155XY003FL), Sandy
soils on flats of mesic or hydric lowlands (G155XB141 FL)
'Hydric soil rating. No
Minor Components
Hallandale
Percent of map unit: 6 percent
Landform: Flatwoods on marine terraces
Landform position (three-dimensional): Tread, talf
Down -slope shape: Linear
Across -slope shape: Linear
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Custom Soil Resource Report
Other vegetative classification: South Florida Flatwoods (R155XY003FL), Sandy
soils on flats of mesic or hydric lowlands (G155XB141 FL)
Hydric soil rating: Yes
Boca
Percent of map unit: 5 percent
Landform: Drainageways on marine terraces, flats on marine terraces
Landform position (three-dimensional): Tread, dip, talf
Down -slope shape: Linear, convex
Across -slope shape: Linear, concave
Ecological site: R155XY003FL - South Florida Flatwoods
Other vegetative classification: South Florida Flatwoods (R155XY003FL), Sandy
over loamy soils on flats of hydric or mesic lowlands (G155XB241 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): Tread, dip, talf
Down -slope shape: Linear
Across -slope shape: Linear, concave
Other vegetative classification: Slough (RI 55XY011 FL), Sandy over loamy soils
on flats of hydric or mesic lowlands (G155XB241 FL)
Hydric soil rating: Yes
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