HomeMy WebLinkAboutBoundary Survey site plan aprroved for construction-�BOUNDARY SURVEY
LEGAL DESCRIPTION: 1
(Supplied by Client) ,
LOT 29 & 30
BLOCK 84 OF INDIAN
RIVER ESTATES U T 9, ACCORDING i0 THE
PLAT THEREOF AS RECORDED IN PLAT BOOK
1o, PAGE 74 OF THE PUBLIC RECORDS OF
ST, LUCIE COUNTY, FLORIDA,
ABBREVIATIOW-.
YSET ELLOlO- SCAP w IRp� AR WITH
RKED 'PS 543
FD = FOUND 5/8 IRON REBAR
,RIGHT OF WAY
= NEASURED
r=Pc
PLATTED
CALCULATED
RAppIUS OF CURVE
L = LENGTH OF CURVE
D= DELTA OF CURVE
FFE = FINISHED FLOQR LEVATION
OH-0H-0H- = OVERHEARD IR S
SURVEYORS DOTES:
1. UNLESS OTHE I�SE NOTED ONLY PLATTED EASEMENTS ARE SHOWN HERE
2. ALL LOT DI�IEN90NS SHo#q PER AT UNLESS OTHEROSE SHO ,
140 U DERGR D UTILITIES -OR RE LOCATED U LESS
OIERPSE SHO NN N
4. TH15 SITE UES *INN FLOOD INSURANCE RATE MAP ZONE X MAPI
12111CO281 K DATED: 2-19-20,
5, FLOOD ZONE SHOO HEREON IS AN INTERPRETATION BY THE SURVEYOR �
AND IS PRO ED AS A COURTESY, THE FLOOD ZONE SHOULD BE VERIFIED
BY A DETERINATION AGENCY,
&BEARINGS SHO* HEREON ARE BASED ON THE CENTER LINE OF
SPRUCE DRIVE AS BEING 400'o0'00"E ACCORDING TO THE PLAT
DESCRIBED HEREON,
7, P,U,D,E, DENOTES PUBLIC UTILITIES AND DRAINAGE EASEMENT,
U.E. DENOTES UTILITY EASEENT.
8. THE ACCURACY OF THIS SURVEY IS PREMISED ON THE EXPECTED USE OF
THE SURVEY, THE EXPECTED USE/PURPOSE OF THIS SURVEY IS HOME
C045TRUCTIo4. ACCURACY=1 FOOT IN 7.500 RET OR BETTER.
9. ADDITIONS OR DELETIONS TO THIS SURVEY W BY ANYONE OTHER THAN
THE SIGNING SURVEYOR IS PROHIBITED OTHOUT #ZITIEN CONSENT.
X-X-X- = CHAIyLINK FE E
do-= PLASTTIC FENC
U0 -o- = FENCE LOT 27 & 28 BLOCK 84
coNc. - C CRETE FDQH in St. Lucie Count
C.P.= CONCR TE PAD NO SEPTIC / OEa MWCTs Y
Coy.= COVERED Environmental Health
® VE1Q! ® TER PO ® BOcTRIc 90'00'00" E 125.00' Site Plan p roved for Construction
—� — —� \6 11-Rrevi Plans for
liTD #5 &TJell #
' 1
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a o-w= q �
LOT 29 BLOCK 84
m 11 W $ VACANT
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O I AREA RESERVE FOR , I CD N
Z I SEPTIC SYSEVx�1• I c
785 SQUARE FEET I `\h d
x11y SET xSET �.oy �0
---------- — k--===___--�`-------- x — sETNAL.
43.37' S
d
3soo•
b 31,37' $ 4, o I ,
O O&>
a01 o-S O #5 CD >r / W00
le Cn / G
Cm II ' W 8,00 / W
cal ; o �i '` 25.30' o
O LOT 30 BLOCK 84 CDVACANT
I
o VACANT 14 o
"� 43.3r 56,33'
to 25.FD
30'
InIO
FD. N90'0 I'00"E 125.00' _ _ _ - it N
.80
R DD P I �'� LOT 31 BLOCK 84
(�UBI F lira dolpl� .IL H�UQFI � PPjq.LO BUIUDIINd D jt� APPROVAQ SEPTIC BACK YARD 19 F T YARD
p d'1 � IN T'TK)1V
ANDIEX EXISTING
FQUIp
ALL EI.EvATIoks s+olki HEREQN ARE BAsm oN NaRTIi Ai, wAN VERTICAL DATW of Im (N.A.V:D.'88) EKS—Y—SiREET N�
6013 SPRUCE DRIVE
SICALE31-=30'
Atlantic Land Designs
oI the Treasure Coast, L87468
754 hE Jensen Beoch Blvd. Jensen Beoeh, FL 34957
Mailing Address:
P.O. Box 1421 Jensen Beach, FL 34958
ALD5543@gmail.com (772) 398-4290
DATE;6 12 21
/ /
T 1 C
2021-0491
DATE:
REVISIONS
LAST FIELD DATE:6/3/21
Cer t i I ied to: James Doty, Riley Bro*n and Kelly Bro*n
South State Bank, N A„ ISAOA / ATRIA
Ally Parker Bro*n Title Insurance Agency
Old R ublic National Title Insurance Company
I hereby certily that the survey sho*n hereon TS true and Correct
and is based on actual measurements token in the lield.
1 M ces�k
PSM 5543
DigWN, vg.d by James A. Cesiro Jr.
Jes .Cesiro Jr: ou,emaeipAlD553'Rgmai com r-Ugs w
Daee:zon.o5.20 07.37.45 -0a00' S I'Are Dr'
NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC FcoK i oP r
SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL R"O SUKVLY�¢
a tO k--(2yN
u
STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSI,TE SEWAGE TREATMENT AND DISPOSAL
SYSTEM
CONSTRUCTION PERMIT FOR: OSTDS New
APPLICANT: (Associated Homes Inc.)
PROPERTY ADDRESS: 6013 Spruce Dr Fort Pierce, FL 34982
LOT: 29-30 BLOCK: 84 SUBDIVISION: Indian River Estates
PROPERTY ID #: 3402-610-0417-000-2
PERMIT #:56-SF-2372894
APPLICATION #:AP1732399
DATE PAID:
FEE PAID:
RECEIPT #:
DOCUMENT # : PR1678808
[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 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: [ ] TRENCH [x] BED [ ]
N
F LOCATION OF BENCHMARK: NID, CL of Rd, center of property, ALD 7468, elev 17.18
I ELEVATION OF PROPOSED SYSTEM SITE [ 6.00 ][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT
E BOTTOM OF DRAINFIELD TO BE [ 10.00][ INCHES FT ][ABOVE BELOW] BENCHMARK/REFERENCE POINT
L
D I
O
T
H
E
R
REQUIRED: L 34.UU] INCHES EXCAVATION REQUIRED: [ 6L.UU J INUHNU
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 TITLE' Environmental Specialist III
APPROVED BY: TITLE: Environmental Specialist III St. Lucie
Brian J In am
CHD
DATE ISSUED: 11/08/2021 11 EXPIRATION DATE: 05/08/2023
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 AP1732399 SE1615205
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.
I' St. Lucie County Health Department
Fj 5150 NW Milner Dr Port Saint Lucie, FL 34983
HEALTH
PAYING ON: #: 56-SF-2372894 BILL DOC #:56-BID-5603447 CONSTRUCTION APPLICATION #: AP1732399
RECEIVED FROM: Atlantic Land Designs of the TC AMOUNT PAID: $ 545.00
PAYMENT FORM: CREDIT .CARD 02308P PAYMENT DATE: 09/23/2021
MAIL TO: (Associated Homes Inc.)
FACILITY NAME:
PROPERTY LOCATION:
6013 Spruce Dr
Fort Pierce, FL 34982
29-30
Lot:
84
Block:
Property ID: 3402-610-0417-000-2
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: EvansJS AUDIT CONTROL NO. 56-PID-5257646
dF tam
STATE OF FLORIDA PERMIT N0.5e Z37Z.5-�`
DEPARTMENT OF HEALTH DATE PAID: Lf
3 7�
P ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID:
!y mac' SYSTEM RECEIPT #:
APPLICATION FOR CONSTRUCTION PERMIT
APPLICATION FOR:
1%/] New System [ ] Existing System [ ] Holding Tank [ ] Innovative
[ l Repair [ ] Abandonment [ ] Temporary [ ]
APPLICANT: Associated Homes Inc.
AGENT: Atlantic Land Designs of the Tc, Inc. TELEPHONE: 772-398-4290
MAILING ADDRESS: PO Box 1421 Jensen Beach, -Florida 34958 Email - ALD5543@Gmail.com
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: 29 -30 BLOCK: 84 SUBDIVISION: Indian River Estates Unit 9 PLATTED: 1956
011
PROPERTY ID #: 34$0-610-0417-000-2 ZONING: RS-4 I/M OR EQUIVALENT: [ No ]
PROPERTY SIZE: 0.23 ACRES WATER SUPPLY: [ ] PRIVATE PUBLIC [,(]<=2000GPD [ 1>2000GPD
IS SEWER AVAILABLE AS PER 381.0065, FS? [ NO ] DISTANCE TO SEWER: N/A FT
PROPERTY ADDRESS: 6013 Spruce Drive
DIRECTIONS TO PROPERTY: See attached Map
BUILDING INFORMATION [v/] RESIDENTIAL [ ] COMMERCIAL
Unit Type of No. of Building Commercial/Institutional System Design
No Establishment Bedrooms Area Sqft Table d, Chapter 64E-6, FAC
1 Residential 4 2878 total
2
3
4
[ ] Floor/Equipment Drains [ ] •Other.(Specify)
SIGNATURE: DATE: 06-26-2021
DH 4015, 08/09\(Obso,Yetes 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: Associated Homes Inc.
CONTRACTOR / AGENT: Atlantic Land Designs of the TC
LOT: 29-30 BLOCK: 84
SUBDIVISION: Indian River Estates ID#: 3402-610-0417-000-2
APPLICATION # AP1732399
PERMIT # 56-SF-2372894
DOCUMENT # SE1615205
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: 0.23 ACRES
TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ]
AUTHORIZED SEWAGE FLOW: 575.01 GALLONS PER DAY [ 1500 GPD/ACRE OR 1 2500 GPD/ACRE ]
UNOBSTRUCTED AREA AVAILABLE: 1000.00 SQFT UNOBSTRUCTED AREA REQUIRED: 1000.00 SQFT
BENCHMARK/REFERENCE POINT LOCATION:
ELEVATION OF PROPOSED SYSTEM SITE
NiD. CL of Rd. center of DrODerty. ALD 7468. elev 17.18
6_00 [ INCHES / FT ] [ ABOVE /IBELOWI] BENCHMARK/REFERENCE POINT
THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES
SURFACE WATER: FT DITCHES/SWALES: 15 FT NORMALLY WET: [ ]YES [X]NO
WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: 92 FT NON -POTABLE: FT
BUILDING FOUNDATIONS: 9 FT PROPERTY LINES: 35 FT POTABLE WATER LINES: 70 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
SOTT. PROFTT.F. TNFORMATTON STTr. 1
USDA SOIL SERIES:
Munsell #/Color
Texture
Depth
10YR 5/2
Sand
0 TO 18
10YR 5/8
CMN/PRM RF
8 To 18
10YR 3/1
Loam
18 To 25
10YR 4/1
Sand
25 To 30
10YR 5/1
Sand
30 To 40
10YR 4/4
Sand
40 To 47
10YR 2/1
Spodic Material
47 To 55
HOLE CAVING
Refusal
55 To 72
Sr1TT. PRr]FTT.F. TNFORMATTr)N STTE 2
USDA SOIL SERIES:
Munsell #/Color
Texture
Depth
10YR 5/2
Sand
0 To 15
10YR 5/8
Sand
11 To 17
10YR 3/1
Silt Loam
17 To 30
10YR 5/2
- Sand
30 To 45
10YR 4/3
Sand
45 To 48
7.5YR 2.5/2
Spodic Material
48 To 57
HOLE CAVING
Refusal
57 To 72
OBSERVED WATER TABLE: 48.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ]
ESTIMATED WET SEASON WATER TABLE ELEVATION: 8 INCHES [ ABOVE / BELOW ] EXISTING GRADE
HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X]YES [ ]NO DEPTH: 8.00 INCHES
SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING:
DRAINFIELD CONFIGURATION: [ ] TRENCH [X ] BED
r REMARKS/ADDITIONAL CRITERIA
Sand/0.60 DEPTH OF EXCAVATION:
[ ] OTHER (SPECIFY)
WSWT determined using WSS and soil borings.
10YR5/8 CMN PROM RF mottling in 10YR5/2 matrix > 2% starting at 8" in SB1.
SB1 6" below BM. SB2 8" bell BM. //
SITE EVALUATED BY:
Ingram, Brian ( it e: Environmental Specialist III) (ENVIRONMENTAL HEALTH)
DH 4015, 08/09 (Obsoletes previous editions wh' h may not be used) Incorporated: 64E-6.001, FAC
AP1732399 EID2372894
32 INCHES
DATE: 11 /04/2021
Page 3 of 4
v 1.0.2
Property Card
Page 1 of 1
Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved.
Property Identification
Site Address: 6013 SPRUCE Parcel ID: 3402-610-0417- Account #: 38542 Sec/Town/Range:
DR 000-2 11 /36S/40E
Map ID: 34/1 IS Zoning: RS-4 Count Use Type: 0000 Jurisdiction: Saint Lucie
County
Ownership Legal (Description
Riley Brown INDIAN RIVER ESTATCS-UNIT 09- BLK 84 LOT 30 (MAP
James Doty 34/11S)
5502 Hickory DR
Fort Pierce, FL 34982
Current Values Historical Values 3-year
Just/Market:
$20,900 Assessed:
$14,157
Year .lust/Market Assessed
Exemptions
Taxable
Exemptions:
$0 Taxable:
$14,157
2021 $20,900 $14,157
$0
$14,157
2020 $14,400 $12,870
$0
$12,870
2019 $11,700 $11,700
$0
$11,700
Sale History
Date
Book/Page
Sale Code Deed Grantor
Price
06-28-2021
4640 / 0380
0205
WD Ellmers Kurt E
$50,000
01-18-2018
4089 / 0130
0001
WD Abate Alfred M
$13,000
10-11-2017
4053 / 0375
0111
OA I-lamerslough (EST) Daniel M
$0
r
Total Areas
Type
Finished/Under Air
(SF):
Gross Sketched Area
(SF):
Land Size (acres):
Land Size (SF):
Total Building Count:
Special Features and Yard Items
Qty Units Year Blt
0
0
0.23
10,000
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.
https://paslc.gov/RECard/ 9/23/2021
9/21/21, 2:37 PM 6013 Spruce Dr- Google Maps
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Custom Soil Resource Report
St. Lucie County, Florida
50—Waveland and Immokalee fine sands
Map Unit Setting.
National map unit symbol. 1 jpwd
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
Waveland and similar soils: 45 percent
Immokalee and similar soils: 43 percent
Minor components. 12 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Waveland
Setting
Landform: Flatwoods on marine terraces
Landform position (three-dimensional): Taff
Down -slope shape: Convex
Across -slope shape: Linear
Parent material: Sandy marine deposits
Typical profile
A - 0 to 4 inches: fine sand
Eg - 4 to 32 inches: sand
Bh1- 32 to 40 inches: loamy sand
Bh2 - 40 to 53 inches: sand
Cg1 - 53 to 66 inches: sand
Cg2 - 66 to 80 inches: 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 supply, 0 to 60 inches. Very low (about 0.8 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 Immokalee
Setting
Landform: Flatwoods on marine terraces
Landform position (three-dimensional): Talf
Down -slope shape: Convex
Across -slope shape: Linear
Parent material: Sandy marine deposits
Typical profile
A - 0 to 6 inches: fine sand
E - 6 to 35 inches: fine sand
Bh - 35 to 54 inches: fine sand
Cg - 54 to 72 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: High
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high
. (0.57 to 1.98 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 supply, 0 to 60 inches: Low (about 5.3 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4w
Hydrologic Soil Group: B/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
(G156BC141 FL)
Hydric soil rating: No
Minor Components
Salerno
Percent of map unit: 3 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
Jonathan
Percent of map unit. 3 percent
11