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UNIVERSAL ENGINEERING SCIENCES
PRELIMINARY SUBSURFACE EXPLORATION
Proposed Oakland Lake Estates Subdivision
Oakland Lake Circle
Fort Pierce, Saint Lucie County, Florida
Universal. Project No. 0330.1700052.0000
May 19, 2017 -
PREPARED FOR:
Ryan Homes
2005 Vista Parkway, Suite 102
West Palm Beach, Florida 33411
PREPARED BY;
Universal Engineering Sciences, Inc.
820 Brevard Avenue
Rockledge, Florida 32955
(321) 638-0808 -
Consultants in: Geotechnical Engineering - Environmental Sciences • Construction Materials Testing - Threshold Inspection
Offices in: Orlando • Daytona Beach • Fort Myers • Gainesville • Jacksonville • Ocala • Palm Coast • Rockledge - Sarasota
Miami • Panama City • Pensacola • Fort Pierce - Tampa • West Palm Beach • Atlanta, GA • Tifton, GA
IN
_ .. _ _._..... _
LOCATIONS Allanta
VERSAL ilu N 1 11 - .1 — .- .
Daytona Beach
• . Fort Myers
RING SC'IE�N,G.ES Fort
ENGIWEE
Consultants In: Geotechnical Engineering Environmental Sciences ■' Gainesville
g Jacksonville
Geophysical Services • Construction Materials Testing Threshold Inspection . Miami
Building Inspection • Plan Review • Building Code Administration ■' Ocala
Orlando (Headquarters)
Palm Coast
;Panama City
May 19, 2017 % Pensacola
^T:� Rockledge
Ryan Homes Sarasota
y ��.. Tampa
1450 Centrepark Boulevard, Suite 340 West Palrrl Beach
West Palm,Beach, Florida 33401 Atlanta, • Tifton, GA
Attention: Mr. Michael DeBock
Reference:. Preliminary Subsurface Exploration
Proposed Oakland Lake Estates Subdivision
Oakland Lake Circle
Fort Pierce, Saint Lucie County, Florida
Universal Project No. 0330.1700052.0000
Dear Mr. DeBock:
Universal Engineering Sciences, Inc: (Universal) has completed a preliminary .subsurface
exploration at the above referenced -site in Fort Pierce, Saint Lucie County, Florida. Our
exploration was authorized by you and was conducted as outlined in Universal's Proposal No.
0330.0417:00003. This exploration was performed in accordance with generally accepted soil
and foundation engineering practices. No other warranty, expressedor implied, is made.
The following. report presents the, results of our field exploration with a.geotechnical engineering
interpretation of those results with respect to the project characteristics as provided to .us. We
have included our estimates of the typical wet season high groundwater levels at the boring
locations and .general comments concerning anticipated soil support characteristics for typical
low-rise residential buildings.
We appreciate the opportunity to have worked with you on this project and look forward to a
continued association. Please do not hesitate to contact us"* if you should have any.questions. or
if we may further assist you as your plans proceed. ,����>>►��I�=�!�!i)�
Sincerely yours;
UNIVERSAL ENGINEERING SCIENCES; INC.
? Certificate of..Autti6rlk4t16h`.No. 549
77
Jose R. Benitez Jr., E.,I.:
Staff Engineer
2 — Addressee
UESDOCS #1450465
BradFaucett, M.S. Regional EngineerP.E.
Florida Professional Engineer No.
33�23
820 Brevard Avenue, RockledJe, Florida 32955 (321) 638-0808 Fax (321) 638-0978 1
wwvv. Universal Engineering. com
TABLE OF CONTENTS
1.0 INTRODUCTION ..... ............. ............
2.0 PROJECT DESCRIPTION .............................. ........... ...... ...........
3.0 PURPOSE ............ ........ "i ........ ......... iw .......... . .............
4.0 SITE DESCRIPTION .............
4.1 SOIL SURVEY ...........I............................................................................................. 2
4.2 TOPOGRAPHY ........................ ............ .................... ....................................... 2
5.0 SCOPE OF SERVICES .....................6........ .. ? ............... ......................... 6 ............................................ 2
6.0 LIMITATIONS ................. ........... .........
................................... 3
7.0 FIELD METHODOLOGIES ........................ .........
7.1 STANDARD PENETRATION TESTS .................
4
7.2 DYNAMIC CONE PENETROMETER TESTS.... .
7.3 PAVEMENT CORE SAMPLES ....
8.0 LABORATORY METHODOLOGIES .....................
-8.1 PARTICLE SIZE ANALYSIS ................. -4
9.0 SOIL STRATIGRAPHY ................. .......
9.1 PAVEMENT CORE RESULTS............
10.0 GROUNDWATER CONDITIONS .................... ...6
10.1 EXISTING GROUNDWATER CONDITIONS .............
6
10.2 TYPICAL WET SEASON HIGH GROUNDWATER LEVEL ........ 6
11.0 LABORATORY RESULTS 7
.............. ....... .. .11.1 PARTICLE SIZE ANALYSIS ...........
12.1 PROPOSED BUILDING AREAS..... 7
13.0 CLOSURE ........................................
LIST OF TABLES
Table 1: Saint Lucie County Soil Survey Designated Soil Types....,.-.- 2
Table II: Generalized Soil Profile .............................................. •5
Table III:' Pavement Core Results ...........................
6
820 Brevard Avenue, Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978
www.Universal.Engineering.com -
I
FIGURES
Boring' Location 'Figure No. I
........... .......................
APPENDICES
Key to Boring Logs. Appendix A
Boring Logs ...........
..,.,AppendixA
EXHIBITS
GBADocument ......... Exhibit 1
820 Brevard Avenue, Rockledge, ;Florida 32955 (321) 638-0808 Fax (321) 638-0978
www.Un:vjersi alEnginee�ing.corn,
Oakland Lake Estates Subdivision Universal Project No. 0330.1700052.0000
Fort Pierce, Saint Lucie County, Florida Preliminary Subsurface. Exploration
1.0 INTRODUCTION
Universal Engineering Sciences, Inc. (Universal) has completed a preliminary subsurface
exploration for the proposed Oakland Lake Estates Subdivision in Fort Pierce, Saint :Lucie
County, .Florida. Our exploration was authorized by Mr. Michael DeBock of Ryan Homes and.
was conducted as outlined in Universal's Proposal No. 0330.0417.00003. This exploration was
performed in accordance with generally accepted soil and foundation engineering practices. No
other warranty, expressed or implied, is made.
2.0 PROJECT DESCRIPTION
It is Universal's understanding, based upon information provided, by the client, thatthe proposed
project will consist of a residential subdivision in Fort Pierce, Florida; currently envisioned as
shown in Figure No. 1. The proposed subdivision is intended to have seventy-three (73)
residential lots.
We understand that_the stormwater runoff from impervious surfaces to be developed at this site
will be collected within an existing retention basin located in the central sections of the project
area.
Please note that our subsurface exploration was,Arelimirlary. in nature and conducted to acquire
general subsurface information only. Oncespecified7`site configuration, building, detail and
structural and traffic loading information are available. a final subsurface exploration should be
performed.
3.0 PURPOSE
The purposes of this exploration were:
• to explore the subsurface conditions at general locations and depths as requested by the
client and
• to provide our estimates of the typical wet season high groundwater levels at the boring
locations and
• 'to provide general comments, concerning the anticipated soil support characteristics for
typical- low-rise residential construction...
4.0 SITE DESCRIPTION
The subject site is located within Section 11, Township 34 South, Range 39:East in Saint Lucie
County, Florida. More specifically, the site is located on the northwest quadrant of Palomar
Street Road and North Kings Highway, in Fort Pierce, Florida. At the time of drilling, the site
vegetation consisted of mostly grass, along with an existing paved circular road around the
proposed subdivision.
1
820 Brevard Avenue,, Rockledge, Florida 32955 .(321) 638-0808 Fax (321) 1638-0978
www.Un!versalEngineering.com
Oakland Lake Estates Subdivision Universal Project No. 0330.1700052.0000
Fort Pierce, Saint Lucie County, Florida Preliminary Subsurface Exploration
4.1 - SOIL SURVEY
Two (2) soil types are mapped within the general project area according to the Saint Lucie
County Soil Survey (SLCSS), dated 1980. A brief description of these soils is provided in the
following Table I.
TABLE
SI_CSS DESIGNATED SOIL TYPES
Soil Type
Ma Symbol),
(. p
�Brief Description
-
Soil material that has been dug up from several areas with different
Arents, 0 to 5 percent slopes (4)
kinds of soil. It is used to fill up areas such as low sloughs, marshes,
shallow depressions, and swamps:
Wabasso sand (48)
Nearly level, poorly drained sandy soils in broad areas in the
flatwoods.
4.2 TOPOGRAPHY
According to information obtained from the United States Geologic Survey (USGS) Oslo, Florida
quadrangle map dated 1949, photo -revised 1970, ground surface elevation across the site area
(pre -developmental) is approximately +.20 feet National Geodetic Vertical Datum (NGVD).
5.0 SCOPE OF SERVICES
The services conducted by Universal during our preliminary subsurface exploration program are
as follows:
• Drill seven (7) Standard Penetration Test (SPT) borings within the project site area to a
depth of 10 feet below existing land surface (bls).
• Core through the existing pavement sections at four (4) locations with a diamond tipped core
drill to ascertain the approximate thickness of the asphaltic surfacing and base course.
Perform Dynamic Cone Penetrometer (DCP) testing within the upper portions of the
selected SPT boreholes to help further determine soil consistencies.
.: Secure samples of representative soils encountered in the soil borings for review, laboratory
analysis and classification by a Geotechnical .Engineer.
• Measure the existing site groundwater levels and provide an estimate of the typical wet
season high groundwater levels.
Conduct soil gradation tests on selected soil samples obtained in the field to help determine
their engineering properties.
• Assess the existing soil conditions with respect to the proposed construction.
2
820 Brevard Avenue, Rockledge, Florida 32b55 (321) 638-0808 Fax (321) 638-0978
www.UniversalEngineering.com
Oakland Lake Estates Subdivision Universal Project No. 0330-1700052.0000
Fort Pierce, Saint Lucie County, Florida Preliminary Subsurface Exploration
ip Preparing a geotechnical engineering report which documents the results of our preliminary
subsurface exploration and laboratory testing program with analysis and general comments.
6.0 LIMITATIONS
Please note that this report is based on a preliminary subsurface exploration program with the
scope of services, general boring locations and depths as developed in conjunction with the
client. The information submitted in this report is based on data obtained from the soil borings
performed at the locations indicated on the Boring Location Plan and from other information as
referenced. This report has not been prepared to meet the full needs of design professionals,
contractors, or any other parties, and any use of this report by them without the guidance of the
soil and foundation engineer who prepared it constitutes improper usage which could lead to
erroneous assumptions, faulty conclusions, and other problems.
This report does not reflect any variations which may occur across the site. The nature and
extent of such variations may not become evident until the course of future explorations or
actual construction. If variations then become evident, it will be necessary for re-evaluation of
the recommendations in this report after performing on -site observations during the construction
period and noting the characteristics of any variations. Deleterious soils were not encountered
at any of our boring locations; however, we cannot completely preclude their presence across
the entire property. Therefore, this report should not be used for estimating such items as cut
and fill quantities.
Our field exploration did not find unsuitable or unexpected materials at the time of occurrence.
However, borings for a typical geotechnical report are widely spaced and generally not sufficient
for reliably detecting the presence of isolated, anomalous surface or subsurface conditions, or
reliably estimating unsuitable or suitable material quantities. Accordingly, Universal does not
recommend relying on our boring information to negate presence of anomalous materials or for
estimation of material quantities unless our contracted services specifically include sufficient
exploration for such purpose(s) and within the report we so state that the level of exploration
provided should be sufficient to detect such anomalous conditions or estimate such quantities.
Therefore, Universal will not be responsible for any extrapolation or use of our data by others
beyond the purpose(s) for which it is applicable or intended.
All users of this report are cautioned that there was no requirement for Universal to attempt to
locate any man-made buried objects or identify any other potentially hazardous conditions that
may exist at the site during the course of this exploration. Therefore no attempt was made by
Universal to locate or identify such concerns. Universal cannot be responsible for any buried
man-made objects or environmental hazards which may be subsequently encountered during
construction that are not discussed within the text of this report. We can provide this service if
requested.
For a further description of the scope and limitations of this report please review the document
attached within Exhibit 1. "Important Information About Your Geotechnical Engineering Report"
prepared by GBA/The Geoprofessional Business Association.
3
820 Brevard Avenue, Rockledge, Florida 32955 (321) 638-0808 Fax {321) 638-0978
www.UniversalEngineering.com
Oakland Lake Estates Subdivision Universal Project No. 0330.1700052.0000
Fort Pierce, Saint Lucie County, Florida Preliminary Subsurface Exploration
7.0 FIELD METHODOLOGIES
7.1 STANDARD PENETRATION TESTS
The seven .(7) SPT borings, designated 131 through B7 on the attached Figure No. 1, were
performed in general accordance with the procedures of ASTM D 1586 (Standard Method for
Penetration Test and Split -Barrel Sampling of Soils). The SPT drilling technique involves driving
a standard split -barrel sampler into the soil by a 140 pound hammer, free falling 30 inches. The
number of blows required to drive the sampler 1 foot, after an initial seating of 6 inches, is
designated the penetration resistance, or N-value, an index to soil strength and consistency.
The soil samples recovered from the split -barrel sampler were visually inspected and classified
in general accordance with the guidelines of ASTM D 2487 (Standard Classification of Soils for
Engineering Purposes [Unified Soil Classification System]).
The SPT soil borings were performed with a CME 45 ATV mounted drilling rig. Universal located
the test borings in the field by using the provided site plan and by plotting in the field with a
Garmin GPS receiver. No survey control was provided on -site, and our boring locations should
be considered only as accurate as implied by the methods of measurement used. The
approximate boring locations are shown on the attached Figure No. 1.
7.2 DYNAMIC CONE PENETROMETER TESTS
Dynamic Cone Penetrometer (DCP) tests were performed within the upper portions of the
selected SPT .boreholes to help further determine soils consistencies. The DCP tests were
performed at 1 foot intervals in general accordance with the procedures developed by Professor
G. F. Sowers and Charles S. Hedges (ASCE, 1966). The basic procedure for the DCP test is as
follows: A standard 1.5 inch -diameter conical point is driven into the soil by a 15-pound steel
hammer falling 20 inches. Following the seating of the point to a depth of 2 inches, the number
of blows required to drive the sampler an additional 1.75 inches is designated the penetration
resistance, providing an index to soil strength and density.
7.3 PAVEMENT CORE SAMPLES
Samples of the existing asphaltic pavement sections were obtained at four (4) core locations
(Cl through C4) with a 4 inch nominal diameter diamond bit core drill, advancing through the
asphaltic pavement into the underlying base course materials. Afterwards the core holes were
backfilled and the surfacing patched with an asphaltic "cold patch" mixture and the core samples
returned to our laboratory for subsequent examination.
8.0 LABORATORY METHODOLOGIES
8.1 PARTICLE SIZE ANALYSIS
We completed #200 sieve particle size analyses on seven (7) representative soil samples.
These samples were tested according to the procedures listed ASTM D 1140 (Standard Test
Method for Amount of Material in Soils Finer than the No. 200 Sieve). In part, ASTM D 1140
requires a thorough mixing the sample with water and flushing it through a No. 200 sieve until all
of the particles smaller than the sieve size leave the sample.
4
820 Brevard Avenue, Rockledge, FloriLla 32955 (321) 638-0808 Fax (321) 638-0978
www.UniversalEngineering.com
Oakland Lake Estates Subdivision Universal Project No. 033a 1700052.0000
For` Pierce, Saint Lucie County, Florida Preliminary Subsurface Exploration
The percentage of the material finer than the No. 200 sieve helps determines the textural nature
of the soil sample and aids in evaluating its engineering characteristics. The percentage of
materials passing the #200 sieve is shown on the attached boring logs.
9.0 SOIL STRATIGRAPHY
The results of our field exploration and laboratory analysis, together with pertinent information
obtained from the SPT borings, such as soil profiles, penetration resistance and stabilized
groundwater levels are shown on the boring logs included in Appendix A. The Key to Boring
Logs, Soil Classification Chart is also included in Appendix A. The soil profiles were prepared
from field logs after the recovered soil samples were examined by a Geotechnical Engineer.
The stratification lines shown on the boring logs represent the approximate boundaries between
soil types, and may not depict exact subsurface soil conditions. The actual soil boundaries may
be more transitional than depicted. A generalized profile of the soils encountered at our boring
locations is presented in the following Table If. For more detailed soil profiles, please refer to the
attached boring logs.
TABLE II
GENERALIZED SOIL PROFILE
_ Depth
Encountered
(feet„bIs)
Approximate
Thickness
(feet)
Soil Description
Fill soils consisting of fine sands with varying quantities of silt, clay,
Surface
2 to 0
gravel, broken shell, and clay lumps [SP, SP-SM, SC]; loose to,
medium dense.
Highly interlayered strata consisting of fine sands [SP], fine sands
with 'silt [SP-SM], and clayey fine sands [SC], with varying,
quantities. of broken shell and occasional cemented rock layers;
2 to 9
1+ to 8+
loose to dense. At boring location B2, the fine sand with silt [SP-
SM] strata is partially cemented with iron oxide & organic salts and
which is locally known as hardpan.
NOTE: [ ] denotes Unified Soil Classification system designation.
+ indicates strata encountered at boring termination, total thickness undetermined:
9.1 PAVEMENT CORE RESULTS
The results of our examination and measurement of the core samples taken in the field from the
existing pavement sections are shown in the following Table III:
5
820 Brelvard Avenue, Rockledge, Florida 32955 (321) 638-084 Fax (321) 638-0978
www.UniversalEngineering.com
Oakland Lake Estates Subdivision Universal Project No. 0330,1700052.0000
Fort Pierce, Saint Lucie County, Florida Preliminary Subsurface Exploration
TABLE III
PAVEMENT CORE RESULTS
Boring%Core:
Approximate ThicknessfType
Approximate Thickness
`TM1 a of Base Course
yp.
Location ,
`
of Asphaltic Surfacing
of Base Course
�
j Materials
_ (inches)'
inches
(inches)
L
C1
1.0 S3
8'/z -
Coquina
0.8 S3
C2
8'/
Coquina
1.1 S3
C3
1.0 S3
8
Coquina
1.6 S3
C4
1.0 S1
10
Coquina
_ 0.7 S3 . _
1: See attached Figure No. 1 for approximate core locations.
2. Classification of asphaltic layerings was performed visually
parameters.
3. Subgrade soils consist mostly of fine sands with traces of
subgrade).
10.0 GROUNDWATER CONDITIONS
10.1 EXISTING GROUNDWATER CONDITIONS
and may not represent actual FDOT mix —
gravel & broken shell [SP] (i.e. stabilized
We measured the water levels in the boreholes on May 8, 2017 after the groundwater was
allowed. to stabilize. The groundwater levels are shown on the attached boring logs. The
groundwater level depths ranged from 4.3 feet bls at boring location B6 to 5.7 feet bis at boring
locations B2 and B7. Fluctuations in groundwater levels should be anticipated throughout the
year, primarily due to seasonal variations in rainfall, surface runoff, and other factors that may
vary from the time the borings were conducted.
10.2 TYPICAL WET SEASON HIGH GROUNDWATER LEVEL
The typical wet season high groundwater level is defined as the highest groundwater level
sustained for a period of 2 to 4 weeks during the "wet" season of the year, for existing site
conditions, in a year with average normal.rainfall amounts. Based on historical data, the rainy
season in Saint Lucie County, Florida is between June and October of the year. In order to
estimate the wet season water level at the boring locations, many factors are examined,
including the following:
a, Measured groundwater level
b. Drainage characteristics. of existing soil types
C. Season of the year (wet/dry season)
d., Current & historical rainfall data (recent and year-to-date)
e. Natural relief points (such as lakes, rivers, swamp areas, etc.)
f. Man-made drainage systems (ditches, canals, etc.)
g. Distances to relief points and man-made drainage systems
6
820 Brevard Avenue, Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978
www.UniversalEngineering.com
Oakland Lake Estates Subdivision Universal Project No. 0330.1700052.0000
Fort Pierce, Saint Lucie County, Florida Preliminary Subsurface Exploration
h.. On -site types of vegetation
i. Area topography (ground surface elevations)
Groundwater level readings were taken on May 8, 2017. According to data from the Southeast
Regional Climate Center and the National Weather Service, the total rainfall in the previous
month of April for Central Saint Lucie County was 2.2 inches, approximately at:the normal levels
for the month of April. Year-to=date rainfall for 2017 through May 8,t' was approximately 6'/2
inches, roughly 6 inches below the normal level for this time,period.
Based on this information and factors listed above, we estimate that the typical wet season high
groundwater levels at the boring locations will be approximately 2'/2 feet above the existing
measured levels. Please note, however, that peak stage elevations immediately following
various intense storm events, may be somewhat higher than the estimated typical wet season
levels.
Due to the variable silt and clay content within the near surface soils at this site, we suspect that
there may be occasional isolated pockets of "perched" groundwater throughout the project area,
particularly during periods of prolonged wet weather. These temporary perched water table
levels may be higher than the estimated wet season high groundwater levels indicated above.
11.0 LABORATORY RESULTS
11.1. PARTICLE SIZE ANALYSIS
The soil samples submitted for analysis were classified as fine sands [SP]. The percentage of
soil sizes passing the #200 sieve size are shown on the boring logs at the approximate depth
sampled.
12.0 ANALYSIS AND GENERAL COMMENTS
12.1 PROPOSED BUILDING AREAS
The removal of site vegetation and roots, along with other construction activities, will further
loosen surficial soils to various depths. To provide a homogeneous, compacted, sandy soil
system underneath the proposed foundations and floor slabs for the proposed residences,
densification of at least the upper 2 feet of the existing surficial, loose soils and subsequent
additional fill soils will be necessary. This should create a soil mat capable of dissipating the
building loads over any remaining loose strata at depth.
We believe that this can be effectively accomplished using conventional site preparation
procedures including a comprehensive root raking and stripping procedure to remove
vegetation, root mats, debris and organic topsoils; and then an extensive proof -rolling and
densification program for the surficial soils and subsequent structural fill. Assuming that such
procedures are properly performed, we an that conventional, shallow spread footing
foundations may be used to support b6hVeritional.one:to two stdN'residential ddhsttUdtion.
7
8k Brevard Avenue, Rockledge, Florida 32955 (321) 6A-0808 Fax (321) 638-0978
www.UniversalEngineering.com
Oakland Lake Estates Subdivision Universal Project No. 0330.1700052.0000
Fort Pierce, Saint Lucie County, Florida Preliminary Subsurface Exploration
13.0 CLOSURE
We appreciate this opportunity to be of service as your geotechnical consultant on this phase of
the project and look forward to providing follow up explorations and geotechnical engineering
analyses as the project progresses through the design phase. If you have any questions
concerning this report or when we may be of any further service, please contact us.
r
8 I
820 Brevard Avenue, Ro4edge, Florida 32955 (321) 638-0808 Fax (321) 638-096
www.UniversalEngineering.com
M"
UNIVERSAL
ENGINEERING SCIENCES
® Approximate SPT Boring Location
Note: Figure is based upon a Google Earth
aerial Photograph.
OAKLAND ESTATES SUBDIVISION
HUMMINGBIRD WAY
FORT PIERCE, INDIAN RIVER COUNTY, FLORIDA
BORING LOCATION PLAN
DRAWN BY: C6 PATE MB 16, 2017 _ CHECKED BY: .9F oA7E: May 16,2417
PRQJECT NO: REPORT NO: PAGE NO:
APPENDIX A
u
PROJECT NO.: 0330.1700052.0000
UNIVERSAL ENG.INEERIN.G SCIENCES REPORT NO,:
BORING LOG - -
APPENDIX: A
PROJECT:
Oakland Estates Subdivision
Hummingbird Way
Fort Pierce, Florida
CLIENT:
LOCATION:
SEE BORING LOCATION PLAN
REMARKS:
BORING DESIGNATION: 'BSI SHEET: 7 Of I
SECTION: TOWNSHIP:' SOUTH RANGE: EAST
G.-S. ELEVATION (it): DATE STARTED: 514117
WATER TABLE (it): 4.6 DATE FINISHED: 514117
DATE OF READING: 5/812017 DRILLED BY: TM, RP, MC
EST. W.S.W:T. (tt): TYPE OF SAMPLING:
a
a
SLOW
J
-200
Ma
PER 6S
Q
''
DESCRIPTION
(INJ
CONT..
INCREMENT
=
H
ii
fine SAND with traces'of clay lumps (Fill), brown, [SP]
.L14 �.yS
:.t.YPS
1 M,
:..;
.......
_.
1
z:=�sr•::
___:
fine SAND with gravel, broken shell, and clay lumps (Fill),
brown SP
2:7
10.6
5-6-12
18-
clayey fine SAND with traces of broken shell-(Fill);-browri, [Sc]-
7-7-4
11
clayey fineSAND"with traces of orgarilds, dark brown, '[SC]
......
...
.......
BORING TERMINATED AT 10'
i5-
r
..
.......
c
C
c
F
RP
UNIVERSAL ENGINEERING SCIENCES PROJECT NO.: 0330.1700052.0000
BREPORT NO;
BORING LOG
APPENDIX: A
PROJECT: Oakland Estates Subdivision
Hummingbird Way
Fort Pierce, Florida
CLIENT:
LOCATION: SEE BORING LOCATION PLAN
REMARKS:
BORING DESIGNATION: B2 SHEET: 1 of 1
SECTION: TOWNSHIP: SOUTH RANGE: EAST
G.S. ELEVATION (ft):
DATE STARTED: 514117
WATER TABLE (ft): 5.7
DATE FINISHED: 514117
DATE OF READING: 6181201T
DRILLED BY: TM, RP, MC
EST. W.S.W.T. (ft):
TYPE OF SAMPLING:
BLOWS
~
p
r �,
•200
MC
K
ORG.
IL
n.
PER-6"
¢
i
m
w
DESCRIPTION
, (]NJ
coNr,.
n
y
INCREMENT !
i
y
o
fine SAND with traces of clayliimp-s'(Fill), brown; ESP]---*"--
r;% +
3,0
5.0
5-22-26
22'
fine SAND, grey, [SP] _.... _
5
-
fine SAND With silt, dark brown, (hardpan) [SP-SM]
6-6-6
12
Clayey fine SAND, brown, [SC]
6-7-8
15
64-4
8
-
i
clayey fine SAND with occasional cemented rock layers, grey,
[SC]
10
3-5-7
12:--
BORING TERMINATED AT 10'
* DYNAMIC CONE PENETROMETER (DCP) VALUES
R - DENOTES REFUSAL TO PENETRATION WITH DYNAMIC
CONE PENETROMETER.
15
...........,
...
.....
.......
Rp
UNIVERSAL ENGINEERING SCIENCES
PROJECT NO.:
0330.1700052.0000
NO.;
BORING LOGREPORT
APPENDIX:
A
PROJECT: Oakland Estates Subdivision
Hummingbird Way
Fort Pierce, Florida
CLIENT:
LOCATION: SEE BORING LOCATION PLAN
REMARKS: '
BORING DESIGNATION: B3
SHEET:
9 Of 7
SECTION: TOWNSHIP:
SOUTH RANGE:
EAST
G.S.. ELEVATION (ft):
DATE STARTED:
5/4117
WATER TABLE (ft): 5.3
DATE FINISHED:
514117
DATE OF READING: 5/8/2017
DRILLED BY:'
TM, RP, MC
EST.. W.S;W.T, (ft):
TYPE OF SAMPLING:
.,
a•
UA
¢
~
m
m
DESCRIPTION
•200
Mc
K
(INJ
ORG.
CONT,
IL
Lu
PER6S
O v
N
INCREMENT
Z
w
a
fine SAND with silt and traces of clay lumps (Fill), brown,
[SP-SM]
9-23-28
23'
+:
v
5-18-20
18';
is
fine SAND, dark brown, [$P] -'
5
........
...
..
'�'�"
....
..
5-6-7
13
r i
4.5
18,3
•'•j; :'
fine SAND witti silt, brown, [SP-SM] '
6-7-9
16
i+
r,:•
-fine SAND, grey, [SP]
5-7-8
15
3.9
19.5
10
764
10
...
r -
.......
BORING TERMINATED AT 10'
' DYNAMIC CONE PENETROMETER (DCP) VALUES
15
...
......
...
RP
UNIVERSAL ENGINEERING SCIENCES
PROJECT NO.: 0330.1700052.0000
REPORTNO•:
BORING LOG
APPENDIX: A
PROJECT:
Oakland Estates Subdivision
Hummingbird Way
Fort Pierce, Florida
CLIENT:
LOCATION:
SEE BORING LOCATION PLAN
REMARKS:
BORING DESIGNATION: B4 SHEET: 1 of 1
SECTION: TOWNSHIP: SOUTH RANGE: EAST
G.S. ELEVATION (ft):
DATE STARTED: 514117
WATER TABLE (ft): 5.1
DATE FINISHED: 51411T
DATE OF READING: 61812017
DRILLED BY: TM, RP, MC
EST. W.S.W.T. (ft):
TYPE OF SAMPLING:
w
BLOWw
r
-1
m
200
FAO
K
ORG.
a�
IL
<
P R°5
¢
d
DESCRIPTION
( %)
(INJ
CONT.
w:
o
y
INCREMENT
Z
y
o
HR.)
i/6)
fine SAND with silt, gravel; brokdWshell; and clay lumps (Fill),
brawn, [SP-SM]
3-18-29
18*
�•�:
f
11-21-25
21*
yy;
3-23,30
23*
fir„
4i
5
.............
. . . _
..
fine SAND with silt, dark brown, [SP-SM]
B-12-14
26
14-12-15
27
tine SAND with silt and broken shell, brown, [SP-SM]
.40.
r,5
:
14-16-16
32
J•.
..
. rt
..........-.
BORING TERMINATED AT 10'
* DYNAMIC CONE PENETROMETER (DCP) VALUES
i.
15 —
I
....
Wu
UNIVERSAL ENGEERING SCIENCES PROJECT"°.: U330_1700052.U00U
IN
BORING LOG REPORT NO.:
APPENDIX: A
PROJECT:
Oakland Estates Subdivision
Hummingbird Way
Fort Pierce, Florida
CLIENT:
LOCATION:
SEE BORING LOCATION PLAN
REMARKS:
BORING DESIGNATION: BJ SHEET: I Of 1
SECTION: ' TOWNSHIP: SOUTH RANGE: EAST
G.S. ELEVATION (ft):
DATE STARTED: 514M7
WATER TABLE (ft): 4.6
DATE FINISHED: 514117
.DATE OF READING: 51812017
DRILLED BY: TM, RP, MC
EST. W.S,W.T. MY
TYPE OF SAMPLING:
_
°
BLOWS
~
p
m
Zoo
Mc
K
ORG.
CONT.
a �^
PER6"
a
3
f
w
DESCRIPTION
CA)
(%)
(INJ
o
y:
INCREMENT
>
z
N
3a
i1
HR.)
(%)
fine SAND with traces of gravel, broken shell; and clay lumps-"
?; r<
(Fill), brown, [SP]
3,4
2.4
2-R
R`
;•'`•
�
i t:`v�'t•E
10-15-18
30
20 20-18
38
fine SAND with silt and traces of broken shell,. gray, [SP SM]
R:
10-9-8
15
-
BORING TERMINATED A-T 10.'
DYNAMIC GONE'PENETROMET0k-#5CP) VALUES
R= DENOTES ;REFUSAI,TO PENETRATION WITH DYNAMIC
CONE PENETROIIAETEfi,
�5..
............
........................
t
UNIVERSALENGINEERING SCIENCES PROJECT NO.- 0330."000SZ.00ao
BORING LOG REPORT NO.:
APPENDIX: A'
PROJECT:
Oakland Estates Subdivision
Hummingbird Way
Fort Pierce, Florida
CLIENT:
LOCATION:
SEE BORING LOCATION PLAN
REMARKS:
BORING DESIGNATION: BG SHEET: 9 Of 9
SECTION: TOWNSHIP: SOUTH RANGE EAST
G.S. ELEVATION (ft): DATE STARTED: 514117
WATER TABLE (ft): 4.3 DATE FINISHED: 514/17
DATE OF READING: 618/2017 DRILLED BY: TM, RP, MC
EST. W;S.W.T. (ft): TYPE OF SAMPLING:
IL
BLOWS
O
�''
�`,
- — -- - --
200
Mc
K
ORG.
w
f
PER
¢
3
w
3
DESCRIPTION
QN./
coNr,
c
y
INCREMENT
2
y
0
HR.J
('h)
0
-.-fine SAND Witt silt'and traces of claylumps filly, brown-
-
=:'
;
[SP-SM]
R
R•
17-20-25
20"
'
fine SAND, gfey, [SP]
19*
'r1Y
5;
..
.-
�v'ry
................
...
.......
6-7-7
14
clayey fine SAND, grey, [SC]
4-8-6
14
6-M
12
10
.'r
BORING TERMINATED AT 10'
DYNAMIC CONE PENETROMETER (DCP) VALUES
R - DENOTES REFUSAL TO PENETRATION WITH DYNAMIC
CONE PENETROMETER.
15—
......•.....
.
i
...
.....
u
PROJECT"°.:.
UNIVERSAL ENGINEERING SCIENCES -033°"°0°52.°°°°
BORING LOG REPORT NO.: .
1' APPENDIX: A
PROJECT:
Oakland Estates Subdivision
Hummingbird Way
Fort Pierce, Florida
CLIENT:
LOCATION:
SEE BORING LOCATION PLAN
REMARKS:
BORING DESIGNATION: B7 SHEET: 1 Of 1
SECTION: TOWNSHIP: SOUTH RANGE: EAST
G.S. ELEVATION (It): DATE STARTED: 514117
WATER TABLE (ft): 5.7 DATE FINISHED: 514117
DATE OF READING: 5/8/2017 DRILLED BY: TM, RP, MC
EST. W;S•W.T. (ft): ' TYPE OF SAMPUNG:
a
BLOWS
- - --
-
K
ORG.
w
>
PER6"
J
d
F
3
m
DESCRIPTION
zoo
Mc
(IN.l
CONT;,
o
4,
INCREMENT
z
H
o
NR ), . ;
(%)
i
,....,
-fine SAND wilt► silt and -clay lumps (Fill); brown; [SP-SM] '
'
—,
;
21-R
R'
fine SAND, grey_ [SP] _.
10-24-26
24"
14-R
R*rt
,
tit.
I
7-7-7
14
'
clayey fine SAND, grey, [SC]
i
5-5-5
10
10--
BORING TERMINATED AT 10,
* DYNAMIC CONE PENETROMETER (DCP) VALUES.
R - DENOTES REFUSAL TO PENETRATION WITH DYNAMIC
CONE PENETROMETER.
15
......
.........
......