HomeMy WebLinkAboutSewageR
STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL
SYSTEM
CONSTRUCTION PERMIT FOT2: OSTDS New
APPLICANT: Kenneth & Candice Langel
PROPERTY ADDRESS: 10610 Pine Needle Dr Fort Pierce, FL 34945
LOT: 3 BLOCK: SUBDIVISION: Pine Hollow
PROPERTY ID #: 2321-802-0005-000-9
PERMIT #:66-SF-2262704
APPLICATION #: AP1639020
DATE PAID:
FEE PAID:
RECEIPT #:
DOCUMENT #: PRI666280
[SECTION, TOWNSHIP, RANGE, PARCEL NUMBER]
[OR TAX ID NUMBER]
I
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 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 [ 667 ] SQUARE FEET Drainfield new SYSTEM
R [ ] SQUARE FEET N/A SYSTEM
A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [X] MOUND [ ]
I CONFIGURATION: [.I TRENCH [X] BED [ ]
N
F LOCATION OF BENCHMARK: Site BM, NiD CL of Rd at SW property corner
I ELEVATION OF PROPOSED SYSTEM SITE [ 10.00][ INCHES FT ][ABOVE BELOW] BENCHMARK/REFERENCE POINT
E BOTTOM OF DRAINFIELD TO BE [ 18.001[ INCHES FT ][ABOVE BELOW]BENCHMARK/REFERENCE POINT
L
D E
O
T
H
E
R
'ILL REQUIRED: LZb.UU] INCHES EXCAVATION REQUIRED: [ ] INCHES
The system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of
400 gpd.
System must maintain all applicable setbacks. Remove all unsuitable fill material prior to installation.
SPECIFICATIONS BY: rian J In TITLE:
,� �'�% Environmental Specialist III
APPROVED BY: TITLE: Environmental Specialist III St. Lucie -CHD
Brian a Ingr i
DATE ISSUED: 05/24/2021 EXPIRATION DATE: 11/24/2022
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 AP1639020 SE1523198
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.
71
J
S 1�f GV1 P; C45 S -0- 5 �-� , w e n rJ&Le 1It20d69Z
-'`� St. Lucie County Health Department
"- -}( -22
REMj�
5150 NW Milner Dr Port Saint Lucie, FL 34983
PAYING ON: #: 56-SF-2252704 BILL DOG #:56-BID-5206726 CONSTRUCTION APPLICATION #: AP1639020
"RECEIVED FROM: James Trefelner AMOUNT PAID: $ 660.00
PAYMENT FORM: CHECK 2205 PAYMENT DATE: 03/18/2021
MAIL TO: Kenneth & Candice Langel
+FACILITY NAME:
PROPERTY LOCATION:
10610 Pine Needle Dr
Fort Pierce, FL 34945
3
Lot: Block:
Property ID: 2321-802-0005-000-9
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
-1 - Well Construction
1
$
115.00
RECEIVED BY: AdamsC AUDIT CONTROL NO. 56-PID-4907430
Note: Well - 59-31691
0� 6.� STATE OF FLORIDA PERMIT N0. DEPARTMENT OF HEALTH
{� ONSITE SEWAGE TREATMENT AND DISPOSAL DATE PAID: 7—
•<` - SYSTEM FEE PAID
w
APPLICATION FOR CONSTRUCTION PERMIT RECEIPT # :
AP/PLICATION FOR:
New System [ ] Existing System [ ] HoldingTank
[ ] Repair [ ] Abandonment [ ] Innovative
[ ] Temporary [ ]
APPLICANT: QavA t c o L(x ,1
AGENT: T r e �e�1 TeX TELEPHONE.-7 Z o o 9933
MAILING ADDRESS: I -1(Q Q f i-ty , n
TO BE COMPLETED BY APPLICANT OR APPLICANTS AUTHORIZED AGENT. S
BY A PERSON LICENSED PURSUANT TO 489.105(.3)(m) OR YSTEMS MAST BE CNSTRIICTED)489.552, FLORIIS THE
YS STATUTES. IT APPLICANT'S RESPONSIBILITY TO PROVIDE DOCUMENTATION OF THE DATE THE LOT WAS CREA MD OR
PLATTED (MM/DD/YY) IF REQUESTING CONSIDERATION OF STATUTORY GRANDFATHER PROVISIONS.
PROPERTY INFORMATION - -
LOT: 3 BLOCK: SUBDIVISION: �1Y)t,
r�2 PLATTED:
PROPERTY ID # : ZONING - 1.6
J
• — I/M OR EQUIVALENT: [ Y / .]
PROPERTY SIZE: ACRES WATER SUPPLY: [ ✓] PRIVATE PUBLIC
[ ]<=2000GPD [ j1>2000GPD
IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y DISTANCE TO SEWER: j
FT
PROPERTY ADDRESS:
DIRECTIONS TO PROPERTY: See, 0,, lac tqR d
1
BUILDING INFORMATION
Unit Type of
No Establishment-
1 '
re.C,\0\ .hce,
2
3
4
[ RESIDENTIAL [ ] COMMERCIAL
No. of Building Commercial/Institutional System Design
Bedrooms Area Sqft Table 1, Chapter 64E-6. FAC i
3 zy/q
i
[ ] Floor/Equipme t Dra' [ ] Other (Specify) j
v
SIGNATURE- i DATE: 3 1$ 1Z 1
DR 4015, 08/09 (Obsoletes previous editions which may not be used)
Incorporated 64E-6.001, PAC
Page 1 of 4
STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM
SITE EVALUATION AND SYSTEM SPECIFICATION
APPLICANT: Kenneth & Candice Lange[
CONTRACTOR / AGENT: James Trefelner
LOT: 3 BLOCK:
APPLICATION # AP1639020
PERMIT # 56-SF-2252704
DOCUMENT # SE1523198
SUBDIVISION: Pine Hollow ID#: 2321-802-0005-000-9
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: 1.16 ACRES
TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [ RESIDENCES —TABLET / OTHER —TABLE 2 ]
AUTHORIZED SEWAGE FLOW: 1740.01 GALLONS PER DAY [ 1500 GPD/ACRE I OR 2500 GPD/ACRE ]
UNOBSTRUCTED AREA AVAILABLE: 2000.00 SQFT UNOBSTRUCTED AREA REQUIRED: 1000.00 SQFT
BENCHMARK/REFERENCE POINT LOCATION: Site BM, N[D CL of Rd at SW pr
ELEVATION OF PROPOSED SYSTEM SITE 10.00 [ INCHES / FT ] [
corner
/ 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: 75 FT NON —POTABLE: FT
BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 72 FT
SITE SUBJECT TO FREQUENT FLOODING? [ ]YES [X]NO 10 YEAR FLOODING? [ ]YES [X]NCj
10 YEAR FLOOD ELEVATION FOR SITE: FT[ MSL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD
QnTT. DD(1FTT.L`. TMT;nDMATTrNM QTTP. 9 QrITT. DW)WTT.12 TMVnVMATTn?J QTTA1 9
USDA SOIL SERIES:
Munsell #/Color
Texture
Depth
10YR 4/4
Fill - Sandy Clay Loam
0 To 12
1 OYR 4/1
Fine Sand
12 To 25
10YR 5/1
Fine Sand
16 To 25
1 OYR 5/2
Fine Sand
25 To 31
10YR 6/2
Fine Sand
31 To 44
10YR 4/3
Sand
44 To 52
1 OYR 2/1
Spodic Material
52 To 57
10YR 4/3
Sand
57 To 72
USDA SOIL SERIES:
Munsell #/Color
Texture
Depth
10YR 4/3
Fill - Sandy Clay Loam
0 To 5
10YR 4/1
Fine Sand
5 To 17
1OYR 5/1
Fine Sand
17 To 34
10YR 6/1
Fine Sand
21 To 39
1OYR 6/2
Fine Sand
39 To 44
10YR 2/1
Fine Sand
44 To 60
10YR 4/3
Fine Sand
60 To 67
7.5YR 5/6
Loamy Sand
67 To 72
OBSERVED WATER TABLE: 61.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ]
ESTIMATED WET SEASON WATER TABLE ELEVATION: 16 INCHES [ ABOVE / BELOW ] EXISTING GRADE
HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X]YES [ ]NO DEPTH: 16.00 INCHES
SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Fine Sand/0.60 DEPTH OF EXCAVATION: INCHES
DRAINFIELD CONFIGURATION: [ ] TRENCH [X ] BED [ ] OTHER (SPECIFY)
REMARKS/ADDITIONAL CRITERIA
WSWT determined using USDA WSS and soil borings.
10YR611 stripping In 10YR5/1 matrix >10% with diffuse boundaries starting at 16" In SB1.
SB1 10" above BM. SB2 12 " above,BM.
SITE EVALUATED BY:
Ingram, Brian (Title• vironmental Specialist 111) (ENVIRONMENTAL HEALTH)
DR 4015, 08/09 (obsoletes previous editions which y not be used) Incorporated: 64E-6.001, PAC
DATE: 05/17/2021
Page 3 of 4
A P1639020 EID2252704 v 1.0.2
Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved.
Property Identification
Site Address: 10610 Pine Parcel ID: 2321-802-0005- Account #: 142321 Sec/Town/Range: 21/35S/39E
Needle DR 000-9 Map ID: 23/21 S Zoning: AG-2.5 - C
Use Type: 0000 Jurisdiction: Saint Lucie
County
Ownership Legal Description
Kenneth W Langel PINE HOLLOW -UNIT TWO- LOT 3 (1.156 AC)
Candice J Lange]
11 Harbour Isle Dr W Unit 103
Fort Pierce, FL 34949
Current Values
Historical Values 3-year
Just/Market:
$68,800 Assessed:
$68,800 Year Just/Market Assessed Exemptions
Taxable
Exemptions:
$0 Taxable:
$68,800 2020 $68,800 $68,800 $0
$68,800
2019 $68,800 $68,280 $0
$68,280
2018 $64,600 $62,073 $0
$62,073
Sale History
Date
Book/Page
Sale Code Deed Grantor
Price
01-08-2021
4536 / 1980
0001 WD Terrain Developers Corp
$105,000
08-27-2012
3429 / 1020
0112 SP FCB Treasure Coast LLC
$40,000
04-24-2012
3384 / 1124
0111 WD West Douglas L
$32,900
Primary Building Information
Finished Area of this building: 0 SF
Gross Sketched Area: 0 SF
Exterior Data
View:
Year Built: N/A
Primary Wall:
Bedrooms: 0
Full Baths: 0
Half Baths: 0
Type
Roof Cover:
Roof Structure:
Frame:
Grade:
Story Height:
No. Units: 0
Interior Data
A/C %: 0%
Electric:
Heated %: N/A%
Heat Type:
Sprinkled %: 0%
Heat Fuel:
Building Type:
Effective Year: N/A
Secondary Wall:
Primary Int Wall:
Avg Hgt/Floor: 0
Primary Floors:
r Total Areas
Finished/UnderAir 0
(SF):
Gross Sketched Area 0
(SF):
Land Size (acres): 1.16
Land Size (SF): 50,355
Total Building Count: 1
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.
APPLICANT'S NANIE: 4e,110(/e
LEGAL DESCRIPTION: I-eP77�" �✓®��®� L%JiG %
_ OPOSED SEPTIC SYST'E SIT III 'Ql h 4 T ON : • -
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 line 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,
tilled 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.
````�►II�Ir-rrr yr��
�E A% .,,
p
• STATE OF =
:•'• FLORIDA
mot 'V
o�a� Surveyor �:�`�•
• rrrrrllll���
_T NOTE: MUST BE CERTIFIED BY A FLORIDA CERTIFIED BY;6_1,s1d-149-5ArG%%/el
REGISTERED SURVEYOR OR ENGINEER. FLORIDA PROF S10NAL NO.:
luii. Gmis�scpltCs,Scplic;lpppPa�c_U7 �
CE=
JAY
44
NIti
S,
I r. M 2
Custom Soil Resource Report
St. Lucie County, Florida
2—Ankona and Farmton sands
Map Unit Setting
National map unit symbol. 1 jpty
Elevation: 0 to 200 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: Not prime farmland
Map Unit Composition
Ankona and similar soils: 50 percent
Farmton and similar soils: 40 percent
Minor components: 10 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Ankona
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 11 inches: sand
E - 11 to 38 inches: sand
Bh - 38 to 48 inches: loamy sand
Btg - 48 to 57 inches: sandy loam
Cg - 57 to 80 inches. loamy fine sand
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 1.5 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
(G156BC141 FL)
10
Custom Soil Resource Report
Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands
(G156BC141FL)
Hydric soil rating: No
Description of Farmton
Setting
Landform: Flatwoods on marine terraces
Landform position (three-dimensional): Interfluve, talf
Down -slope shape: Convex
Across -slope shape: Linear
Parent material: Sandy and loamy marine deposits
Typical profile
A - 0 to 7 inches: sand
E - 7 to 34 inches: sand
Bh - 34 to 50 inches: sand
Btg - 50 to 80 inches: 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 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: Moderate (about 6.9 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4w
Hydrologic Soil Group: BID
Forage suitability group: Sandy soils on flats of mesic or hydric lowlands
(G156BC141FL)
Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands
(G156BC141FL)
Hydric soil rating: No
Minor Components
Electra
Percent of map unit. 4 percent
Landform: Knolls on marine terraces, rises on marine terraces
Landform position (three-dimensional): Interfluve
Down -slope shape: Convex
Across -slope shape: Linear
• Other vegetative classification: Sandy soils on rises and knolls of mesic uplands
(G156BC131 FL)
Hydric soil rating: No
Waveland
Percent of map unit: 3 percent
11
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
Lawnwood
Percent of map unit. 3 percent
Landform: Marine terraces on flatwoods
Landform position (three-dimensional): Talf
Down -slope shape: Linear
Across -slope shape: Linear
Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands
(G156BC141 FL)
Hydric soil rating: No
25—Nettles and Oldsmar sands
Map Unit Setting
National map unit symbol. 1jpvl
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
12
Custom Soil Resource Report
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
(G156BC141 FL)
Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands
(G156BC141FL)
Hydric soil rating: No
Description of Oldsmar
Setting
Landform: Flatwoods on marine terraces
Landforrn 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 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 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 (about 4.9 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4w
13
Custom Soil Resource Report
Hydrologic Soil Group: A/D
Forage suitability group: Sandy soils on flats of mesic or hydric lowlands
(G156BC141FL)
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 (G 156 BC241 FL)
Hydric soil rating: Yes
Pepper
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
(G156BC141FL)
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)
14