HomeMy WebLinkAbout065210-PM2 - Construction-Related - Contract - D.R. Horton - Texas, Ltd. and Independent Utility Construction, Inc.CSC No. 65210-PM2
CONTRACT DOCUMENTS FOR
STREET LIGHT IMPROVEMENTS
LONE STAR AT LIBERTY TRAILS PHASE 2
BROOKFIELD WATER CONTROL AND IMPROVEMENT
DISTRICT OF DENTON COUNTY
CITY OF FORT WORTH ETJ
DENTON COUNTY, TEXAS
IPRC Record No. IPRC24-0116
City Project No. 105545
FID No. 30114-0200431-105545-EO7685
File No. W-3056
X File No. X-28178
Christopher P. Harder, P.E.
Director, Water Department
Lauren Prieur, P.E.
Director, Transportation and Public Works Department
OWNER/DEVELOPER:
D.R. HORTON — TEXAS, LTD.
0610112026 DFW WEST DIVISION
�E of r \�I 6751 North Freeway
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5; • ...... ••., s II Fort Worth, Texas 76131
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Tel: 817-230-0800
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o••KEVIN�M.�MURPHY j
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.. ENGINEER:
t,F siA�EN�� Pape -Dawson Engineers, LLC.
�� '• 201 Main St., Suite 901
Fort Worth, Texas, 76102
Tel: 817-870-3668
Attention: Kevin M. Murphy, P.E.
TBPE Firm Registration 9470
Pape -Dawson Project No. 61290-04
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
CONSTRUCTION CONTRACT
TABLE OF CONTENTS
Page No.
INVITATION
TO BIDDERS.......................................................................................5
ARTICLE 1 —
DEFINITIONS.........................................................................................
7
ARTICLE 2 —
CONSTRUCTION...................................................................................
8
ARTICLE 3 —
CONTRACT PRICE AND PAYMENT..................................................9
ARTICLE 4 —
CONTRACT DOCUMENTS................................................................10
ARTICLE 5 —
SURVEYS, STAKES, AND PERMITS................................................10
ARTICLE 6 —
EXAMINATION OF JOB SITE............................................................12
ARTICLE 7 —
TESTING, INSPECTIONS AND CORRECTION OF WORK ............
12
ARTICLE 8 —
CHANGES IN WORK..........................................................................13
ARTICLE 9 —
TIME FOR COMPLETION: EXTENSIONS OF TIME......................13
ARTICLE 10
— USE OF LAND BY OWNER..............................................................15
ARTICLE 1 I
— TRAFFIC CONTROL AND CLEAN UP...........................................15
ARTICLE 12
— SUBCONTRACTORS........................................................................
16
ARTICLE 13
— PROTECTION AND CHARACTER OF WORKMEN......................16
ARTICLE 14
— PROTECTION OF PROJECT.............................................................17
ARTICLE 15
— INDEMNITY AGREEMENT.............................................................17
ARTICLE 16
— INSURANCE TO BE MAINTAINED BY CONTRACTOR.............18
ARTICLE 17
— NO WAIVER.......................................................................................
20
ARTICLE 18
— WARRANTY.......................................................................................
20
ARTICLE 19
— TERMINATION OF CONTRACTOR BY OWNER .........................
20
TABLE OF CONTENTS, Continued
Page No.
ARTICLE 20
— OTHER CONTRACTORS..................................................................
22
ARTICLE 21
— ATTORNEY'S FEES..........................................................................22
ARTICLE 22
—NOTICES.............................................................................................23
ARTICLE 23
— ASSIGNMENTS..................................................................................23
ARTICLE 24
— GENERAL PROVISIONS..................................................................23
ARTICLE 25
— NON-DISCRIMINATION..................................................................
24
ARTICLE 26
— TAXES.................................................................................................25
ARTICLE 27
— BOOKS AND RECORDS...................................................................25
ARTICLE 28
— BOYCOTTING ISRAEL & ANTI -TERRORISM VERIFICATION.26
ARTICLE 29
— ETHICS................................................................................................26
ARTICLE 30
— ENVIRONMENTAL PROTECTION.................................................26
ARTICLE 31 -
PREVAILING WAGE ACT................................................................27
SIGNATUREPAGE
....................................................................................................28
TABLE OF CONTENTS, Continued
LIST OF EXHIBITS
EXHIBIT A IMPROVEMENTS
EXHIBIT B CONTRACT DOCUMENTS
EXHIBIT C SPECIFICATIONS
EXHIBIT D ESTIMATED QUANTITIES AND UNIT COSTS
EXHIBIT E SPECIAL CONDITIONS
EXHIBIT F INVOICING INSTRUCTIONS
EXHIBIT G SURVEY STAKING PROVIDED BY OWNER
EXHIBIT H PROHIBITION ON BOYCOTTING ISRAEL
EXHIBIT I FORM 1295
EXHIBIT J GEOTECHNICAL REPORT
INVITATION TO BIDDERS
FOR LONE STAR AT LIBERTY TRAILS PHASE 2A
STREET LIGHTING IMPROVEMENTS
RECEIPT OF BIDS
Sealed bids addressed to the Board of Directors of the Brookfield Water Control and Improvement
of Denton County, will be received at the office of the engineer for the District, Pape -Dawson
Engineers, 201 Main Street, Suite 901, Fort Worth, TX, 76102 for the construction of the Lone
Star at Liberty Trails Phase 2A Street Lighting Improvements until 10:00 AM, Local Time,
March 13th, 2026, and then publicly opened and read for "Lone Star at Liberty Trails, Phase 2A -
Street Lighting Improvements, Denton County, Texas ".
GENERAL DESCRIPTION OF WORK
The major work will consist of the following:
39 street lights, including all associated conduit, fixtures, and foundations.
A Mandatory Pre -Bid Meeting, held via Microsoft Teams, has been scheduled for this project
on Thursday, March 9th at 3:30 p.m. local time. Please contact Kevin Murphy at
kmumhygpape-dawson.com to receive a Teams meeting invitation.
The above Improvements are a part of the "Plans for the Construction of Water, Sewer, Paving,
Drainage, and Street Light Improvements to serve "Lone Star at Liberty Trails Phase 2A" and, as
prepared by Pape -Dawson Engineers.
Bids received after the closing time will be returned unopened. Each Bid must be accompanied by
a bid bond or a certified or cashier's check, acceptable to the District, in an amount not less than five
percent (5%) of the total amount bid, as a guarantee that the successful bidder will enter into the
Contract and execute the Bonds on the forms provided and provide the required insurance
certificates within seven (7) days after the date the Contractor is notified.
QUALIFICATIONS OF BIDDERS
To demonstrate Bidder's qualifications to perform work, Bidders shall submit written evidence
such as financial data, previous experience, present commitments, and other such data as may be
called for in this contract document with bid.
DOCUMENT EXAMINATION AND PROCUREMENTS
Copies of the documents may be obtained and downloaded electronically at no charge by
contacting a representative of the District Engineer: Kevin Murphy, P.E., kmurphy@pape-
dawson.com.
DEVELOPER/DISTRICT'S RIGHT TO ACCEPT OR REJECT BIDS
Developer and Brookfield Water Control and Improvement District of Denton County reserves the
right to waive irregularities and to accept or reject bids. Both projects will be awarded together to
a single bidder.
FUNDING
Any Contract awarded under this INVITATION TO BIDDERS is expected to be funded from
revenues generated from Developer funds and District Bonds and dedicated by the District to
the work under this INVITATION TO BIDDERS.
INQUIRIES
All inquiries relative to this procurement should be addressed to the
following: Attn: Kevin Murphy, P.E., Pape -Dawson Engineers, Inc.
Email: kmurphy@pape-dawson.com
Phone: (817) 870-3668
ADVERTISEMENT DATES
Denton Record -Chronicle
Friday, February 27th, 2026
Friday, March 6th, 2026
CONSTRUCTION CONTRACT
THIS CONSTRUCTION CONTRACT, referred to as "Contract," dated as of the date
on the Contract Signature Page by and between the "Owner" designated on the Contract
Signature Page and the "Contractor" designated on the Contract Signature Page is entered into
with reference to the following recitals:
A. Owner holds title to the land shown in the "Contract Documents" (as that term is
hereinafter defined). The land described is referred to as the "Premises".
B. Owner desires to have improvements constructed on portions of the Premises.
The Improvements consist of the improvements described on Exhibit A to this
Contract.
C. Owner desires to engage Contractor and Contractor desires to be engaged as an
independent contractor to perform the Work hereinafter described.
NOW, THEREFORE, in consideration of the mutual promises contained herein the parties
hereto agree as follows:
ARTICLE 1 — DEFINITIONS
1.1 Whenever used in this Contract the following terms shall have the meaning hereinafter
set forth:
1.1.1 "Improvements" shall mean the improvements to be constructed by Contractor
pursuant to this Contract as described in Exhibit A.
1.1.2 "Work" shall mean the labor, material, and service required by the Contractor to
construct the Improvements.
1.1.3 "Contract Documents" shall mean and include the following documents to the
extent that the documents have been prepared:
(i) This Construction Contract;
(ii) The approved project drawings, specifications, general conditions and
special conditions specifically referenced in this Construction Contract.
(The special conditions, if any, are attached hereto as Exhibit E and
incorporated herein by reference.)
(iii) All addenda and modifications incorporated into or otherwise expressly
made a part of any of the documents enumerated above before execution
of this Contract; and
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(iv) Any modification, change order or written order for a change made or
issued pursuant to the terms and conditions of this Contract.
An enumeration of the Contract Documents appears in Exhibit B to this Contract.
The Specifications are attached hereto as Exhibit C and incorporated herein by
reference.
1.1.4 "Engineer" shall mean the Design Engineer of Record and his authorized
representatives.
1.1.5 "Governing Public Authority" shall mean the governmental authority such as:
District, Town, City, County, State and/or Federal government having jurisdiction
over the Project whether it being public or private to include any and all of the
Project's parts thereof.
1.1.6 "Subcontractor" shall mean any independent contractor having a direct contract
with Contractor to furnish equipment, materials, or labor, labor and materials, or
labor and equipment for the Improvements.
1.1.7 "Construction Manager" shall mean the person designated by Owner, who shall
be the Owner's agent for making decisions or giving approvals at the Project Site
which may be necessary or prudent for the smooth flow of the Work. All notices
required to be given by Contractor to Owner in this Contract shall be deemed
properly delivered to Owner when delivered to Construction Manager and
Contractor shall be entitled to rely on Construction Manager's instruction and
approvals. Owner shall have the right to change the Construction Manager at any
time.
1.1.8 "Progress Payment" shall mean any installation of the Contract price payable to
Contractor in the manner specified herein.
1.1.9 "Project Site" shall mean those portions of the Premises reasonably required for
Contractor's use in constructing the Improvements.
ARTICLE 2 — CONSTRUCTION
2.1 Contractor shall furnish and/or perform, or, subject to Owner's right to approve any
subcontractor as hereinafter set forth, cause to be furnished and/or performed, all labor,
materials and equipment, of every kind and description necessary to construct the
Improvements in a first-class and good workmanlike manner in strict accordance with the
requirements and provisions of the Contract Documents.
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2.2 Contractor shall prepare and submit, after instructions from Owner to commence, an
estimated progress schedule for constructing the Improvements to be approved by the
Construction Manager and Owner.
2.3 Contractor agrees to cooperate with the Construction Manager, as Owner's agent. The
Construction Manager is authorized to give instructions, on Owner's behalf, to facilitate
the smooth flow of work.
2.4 All drawings, specifications, descriptions, plats, field notes, reports, designs, samples and
other documents or materials compiled or furnished by Contractor in the course of or as a
result of performing the Work shall be the property of Owner and may be used by Owner
for any purpose whatsoever at Owner's sole risk and expense.
ARTICLE 3 — CONTRACT PRICE AND PAYMENT
3.1 Unit Price. Owner shall pay Contractor for each item of the Work a unit price, as shown
in Exhibit D. attached to this Contract. These unit prices shall be considered inclusive of
all work. This work consists of delivery of the Contractual Improvements complete.
3.2 Progress Pam. Contractor may submit monthly progress billings for "Progress
Payments" for one hundred percent (100%) of the value of the portion of the Work
performed (excluding stored materials) during each monthly period, by following the
format and procedure set forth in Exhibit F, Invoicing Instructions. Progress billings
shall be submitted to the Construction Manager by the 25th day of the month. Subject to
the provisions of this Article, ten percent (10%) of all Progress Payments shall be
retained by Owner until Contractor's scope of work has been completed and accepted by
the Owner and the Governing Public Authority. Such statement shall be categorized
according to the code and unit item listing set forth on Exhibit D attached to this
Contract. Such statement shall show the retained percentage. Subject to the aforesaid,
Progress Payments will be made within twenty (20) days following Owner's receipt of
Contractor's statement. Progress Payments for Improvements shall not be construed as
evidence of acceptance of any part of Contractor's work. Contractor agrees to furnish, if
and when required by Owner, payroll affidavits, receipts, vouchers, releases or claims for
labor and material by Contractor and/or by subcontractors or other persons performing
work or furnishing materials to Contractor or any subcontractor, all in form of content of
satisfactory to Owner.
3.3 Withholding. Owner may withhold from any Progress or other payment due
Contractor under the terms of this Contract such amount as in the reasonable judgment of
Owner shall be necessary to protect Owner from loss because of (i) defective work not
remedied, (ii) lien claims filed, or evidence presented to Owner indicating a reasonable
probability that such claims will be filed, by persons or entities who supplied labor,
materials, or equipment used in the construction of the Improvements, (iii) failure of
Contractor properly to pay subcontractors and persons supplying labor, materials, or
equipment for use in the construction of the Improvements, (iv) damage caused by
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Contractor or its subcontractor, (v) reasonable evidence that the work cannot be
completed for the unpaid balance due of the Contract Price, (vi) failure of Contractor to
substantially comply with the material terms of this Contract. When the above causes
have been removed, payment shall be made for the amount withheld because of them.
3.4 Final Pam. Final payment, constituting the entire unpaid balance of the Contract
price shall be made by Owner to Contractor when (i) the Contractor's Work has been
fully performed and accepted by both the Governing Public Authority, Owner, and
Engineer; and (ii) Contractor has furnished to Owner a final affidavit, in the form
attached hereto, that payrolls, bills for materials and equipment, payments due to
subcontractors, and other indebtedness connected with the Work for which the Owner or
the Owner's property might be responsible or encumbered, have been paid or otherwise
satisfied. Contractor agrees to obtain lien waivers from all Subcontractors on the project.
ARTICLE 4 — CONTRACT DOCUMENTS
4.1 The Contract Documents are intended to complement each other and any items required
by any one such document shall be deemed to be required by all such documents. Any
word used in the Contract Documents, or any of them, which has a well-known technical
or trade meaning shall be deemed to have been used in such document or documents in
accordance with such meaning. In the event of any conflict between different provisions
of the Contract Documents, Contractor shall advise Owner of such conflict and Owner
shall direct Contractor how to proceed with regard to the matter about which there is such
conflict. Contractor shall maintain one complete set of the Contract Documents at the
Job Site which shall be available to the Construction Manager at all times and upon
which the Contractor shall record all change and field adjustments.
4.2 Contractor understands and acknowledges that the detailed information contained in the
Contract Documents is shown or stated therein with as much accuracy as could be
obtained at the time such documents were prepared but that the exact accuracy of such
detailed information is not guaranteed and the exact locations, measurements, and levels
of the various items shown on the Contract Documents will be governed by the physical
requirements of the Premises and the Improvements.
4.3 Contractor shall carefully examine all drawings and specifications for the Improvements
before commencing the construction hereof and promptly notify Owner in writing of any
observed discrepancies in such documents before commencing construction, but
Contractor shall not be responsible for verifying the accuracy or completeness of such
drawings and specifications prepared by Owner's engineers, architects or others.
ARTICLE 5 — SURVEYS, STAKES, AND PERMITS
5.1 Unless otherwise provided in the Contract Documents, Owner, at its own cost and
expense, shall furnish all land surveys of the Premises required for the performance of
this Contract, including surveys showing the general location of any easements or public
io
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utility lines on the Premises. Owner shall install points, benchmarks, and stakes on the
ground which are described in detail in Exhibit G, "Survey Staking Provided by Owner"
and incorporated herein by reference. Contractor shall give Construction Manager at
least twenty-four (24) hours prior notice of any such staking required by Contractor.
5.2 Contractor shall be responsible for all layouts not described in Exhibit G and shall protect
and preserve the established reference points and shall make no changes of relocation or
said points without the prior written approval of Owner.
5.3 Contractor shall be liable for the destruction or loss of any such benchmarks, reference
points, or stakes caused by the negligent or intentional act or omission of Contractor or
Contractor's employees, agents or representatives.
5.4 Contractor shall secure all permits from Governing Public Authority at his expense for
the proper execution of the Work. Inspection fees, if any, shall be paid by the Owner.
5.5 Contractor shall not enter property adjacent to the Premises for any purpose without
obtaining written permission to do so from the owner of such adjacent property and shall
provide written notice or evidence of same to Owner. Contractor shall be responsible for
the preservation of all public property, wetlands, floodplains, trees, monuments,
structures, fences, and improvements, along or adjacent to any street and/or right-of-way,
from damages from Contractor's Work and shall use every precaution necessary to
prevent damage of all monuments and property marks until an authorized agent of Owner
has witnessed or otherwise referenced their location and shall not remove them until
directed. Locations or utilities shown in the Contract Documents are general locations
only and Contractor shall be responsible for determining the precise location of any and
all utilities on the Premises prior to commencing the Work. Contractor shall also be
responsible for calling for locations and locating existing utilities not documented or
shown on plans. In the event Contractor shall disturb any landscaped or hardscaped areas
while performing the Work, Contractor shall return those areas to their original condition
prior to the Work being fully performed. Rectification of damage or destruction to the
landscaping or hardscaped areas forming part of the adjacent properties shall be at
Contractor's sole cost and expense.
5.6 Contractor shall, at all times, so conduct the Work as to insure the least possible
obstruction to traffic and inconvenience to the general public and the residents in the
vicinity of the Work, and to insure the protection of persons and property. Roads or
streets shall not be closed to the public except with permission of the proper authorities.
Fire hydrants and water valves on or adjacent to the Work shall be kept accessible to fire-
fighting equipment at all times. Temporary provisions shall be made by Contractor to
ensure the use of sidewalks and the proper functioning of all gutters, sewer inlets,
drainage ditches and irrigation ditches, which shall not be obstructed. Contractor is to
advise Owner should any roads, streets, or other existing improvements require closure.
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5.7 Contractor shall provide and maintain such sanitary accommodations for the use of its
employees and those of its subcontractors as may be necessary to comply with the
requirements and regulations of the local and state departments of health and Owner.
ARTICLE 6 — EXAMINATION OF JOB SITE
6.1 Contractor has by careful examination ascertained (i) the nature and location of the
Improvements, (ii) the surface conformation of the ground on which the Improvements
are to be constructed, (iii) the character, quality, and quantity of the materials, equipment
and facilities necessary to complete the Improvements, and (iv) the general and local
observable conditions pertaining to the Improvements. Contractor enters this Contract
solely because of the results of such examination and not because of any representations
pertaining to the Improvements or the completion thereof made to Contractor by Owner
or any agent of Owner and not contained in this Contract. Owner agrees that subsurface
or other presently unknown conditions may be encountered during performance of the
Work which may result in extension of time for completion and increase in compensation
due Contractor. Contractor agrees to notify Owner promptly in writing upon
encountering any such condition. Contractor will advise Owner in writing of the extent
of the time delays and provide revised schedules of anticipated completion dates.
ARTICLE 7 — TESTING, INSPECTIONS AND CORRECTION OF WORK
7.1 Should the Owner, the Contract Documents, or any law, ordinance, or Governing Public
Authority require that any portion of the Work be tested or inspected, Contractor shall
give notice to Owner (or Governing Public Authority if the Governing Public Authority
is the inspecting body) when such portion is ready for such testing, inspection, or
approval, or, if the testing, inspection or approval is to be made or given by a person
other than Owner, of the time, place, and date when such testing, inspection or approval
is to be made or given. Should any portion of the Work be covered up before inspection
has taken place, the Contractor, at Contractor's sole cost and expense, shall uncover such
portion of the Work for inspection as required by Owner or Governing Public Authority.
7.2 Owner or Governing Public Authority may request reexamination of any portion of the
Work and Contractor must uncover such Work. Should such portion of the Work be
found on such reexamination not to conform to the Contract Documents, Contractor shall
bear the full cost of uncovering and replacing such portion. Should such portion of the
Work on such reexamination be found to conform to the Contract Documents, Owner
shall pay all costs of uncovering and replacing such portion.
7.3 Contractor shall promptly correct any portion of the Work that has been damaged or not
performed in accordance with this Contract. If Contractor fails to make such corrections
or fails to carry out the Work in accordance with this Contract, then Owner may give
Contractor written notice to do so; and if Contractor fails within a seven (7) day period
after receipt of such written notice to commence and continue correction and
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performance with diligence and promptness, then Owner may, without prejudice to other
remedies Owner may have, correct such deficiencies or perform such Work; in such case
an appropriate Change Order shall be issued deducting from payments then or thereafter
due to Contractor the cost of correcting such deficiencies or performing such Work. If
payments then or thereafter due to Contractor are not sufficient to cover such amounts,
Contractor shall pay the difference to Owner. Contractor shall be required to pay such
difference immediately upon written demand by Owner.
ARTICLE 8 — CHANGES IN WORK
8.1 Without invalidating this Contract and without notice to any surety or sureties on any
bond or bonds required by Contractor, Owner may order modifications in the Work or
may order additional work not shown in the Contract Documents to be performed by
Contractor and such modifications or additional work may entitle Contractor to extra
compensation. Such modifications or extra work shall be authorized by a written Change
Order, signed by Owner, such written Change Order to be executed prior to such
modifications or extra work being commenced.
8.2 If modifications in the Work or additional work not shown on the Contract Documents
are authorized pursuant to Paragraph 8.1 above, such additional work or modification
shall be performed by Contractor and the cost thereof added to the Contract Price and
paid by Owner upon completion of such additional work or modification.
ARTICLE 9 — TIME FOR COMPLETION: EXTENSIONS OF TIME
9.1 Owner shall give Contractor written notice to proceed and Contractor shall complete the
work in the number of working days specified on the Exhibit D of the Contract.
Contractor shall provide Owner a schedule prior to commencing work. Contractor shall
commence work on the Improvements in accordance with schedule and shall, unless
delayed by one of the causes stated in Paragraph 9.4, below, and documented as
mentioned in Paragraph 9.5 below, work diligently and substantially continuously until
completion of the Improvements.
9.2 A working day is defined as a calendar day not including Saturdays, Sundays, or those
legal non -days as specified in the list prepared by the Owner for contract purposes, in
which weather or conditions not under the control of the Contractor shall permit the
performance of the principal units of work underway for a continuous period of not less
than seven (7) hours between 7:00 a.m. and 6:00 p.m. A principal unit of work shall be
that unit which controls the completion time of the Contract. Nothing in this definition
shall be construed as prohibiting the Contractor from working on Saturdays if he so
desires and permission of the Governing Public Agency has been granted. If Saturday or
Sunday work is permitted, working time shall be charged on the same basis as weekdays.
Where the working time is expressed as calendar days or a specific date, the concept of
working days shall no longer be relevant to the contract.
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9.3 Substantial Completion date shall be defined in this contract and/or any of its
accompanying exhibits as the stage in the progress of the Work when the Work or
designated portion thereof is sufficiently complete in accordance with the Contract
Documents so that the Owner can occupy or utilize the Work for its intended use.
9.4 Either parry, Contractor or Owner, may be excused for delays in the performance of this
Contract caused by any intentional acts or gross neglect of the other, by any acts of any
public enemy, by any acts of any governmental agency, by war or war defense
conditions, by fires, by unusual delays in transportation, by labor disputes, or by any
other cause resulting in delay of the Work which is beyond such party's reasonable
control. Each party shall use due diligence to avoid any such delay or default and to
resume performance under this Contract as promptly as possible after any such delay.
9.5 The completion date may only be changed for a delay of one of the causes mentioned in
Paragraph 9.4. Any claim for an extension in the completion date by Contractor shall be
based on written notice and supporting data delivered to Owner within thirty (30) days of
the occurrence of the delaying event giving rise to the claim. Owner may allow
Contractor an additional period of time to ascertain and collect more accurate data;
however, all claims for adjustment of the Completion Date shall be determined by
Owner.
9.6 The completion date will be extended in an amount equal to time lost due to delays
beyond the control of Contractor, if a claim is made therefore and approved by Owner, as
provided in Paragraph 9.5, which approval will not be unreasonably withheld or delayed.
9.7 Liquidated Damages for Failure to Complete on Time: The time of completion is the
essence of this Contract. For each calendar day that any work shall remain uncompleted
after the time specified in the Proposal and the Contract, or the increased time granted by
the Owner, or as equitably increased by additional work or materials ordered after the
Contract is signed, the sum per day given in the following schedule, unless otherwise
specified in the Special Conditions, shall be deducted from the monies due the
Contractor.
Amount of
Liquidated
Damages ($1
Amount of Contract
($)
Less than
5,000.00
60.00
Per Day
5,000.00 to
14,999.99
80.00
Per Day
15,000.00 to
24,999.99
100.00
Per Day
25,000.00 to
49,999.99
120.00
Per Day
50,000.00 to
99,999.99
250.00
Per Day
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100,000.00
to 249,999.99
500.00 Per Day
250,000.00
to 499,999.99
750.00 Per Day
500,000.00
to 999,999.99
1,000.00 Per Day
More than
1,000,000.00
1,250.00 Per Day
The sum of money thus deducted for such delay, failure, or non -completion is not to be
considered as a penalty, but shall be deemed, taken, and treated as reasonable liquidated
damages, per calendar day that the Contractor shall be in default after the time stipulated
on the Contract for completing the Work. The said amounts are fixed and agreed upon
by and between Owner and Contractor because of the impracticability and extreme
difficulty of fixing and ascertaining the actual damages the Owner in such event would
sustain; and said amounts are agreed to be the amount of damages which the Owner
would sustain and which shall be retained from the monies due, or that may become due,
the Contractor under this contract; and if said monies be insufficient to cover the amount
owing, then the Contractor or his surety shall pay any additional amounts due.
ARTICLE 10 — USE OF LAND BY OWNER
10.1 During construction of Improvements, Owner shall have the right to use such portion(s)
of the Premises as may from time to time be deemed safe for such use by the
Construction Manager. The use by Owner of any such portion(s) of the Premises shall
not (i) constitute an acceptance by Owner of any Improvements which may have been
constructed on such portion of the Premises by Contractor, (ii) affect in any way the dates
and times when payments become due to Contractor from Owner under this Contract, or
(iii) prejudice Owner's rights under this Contract. The Improvements shall be deemed
completed only when all Work under this Contract has been fully performed and a notice
of completion of the Improvements has been duly accepted in writing by Owner and
Governing Public Authority which acceptance will not be unreasonably withheld or
delayed.
ARTICLE 11 — TRAFFIC CONTROL AND CLEAN UP
11.1 Whenever the performance of the Work under this Contract creates a condition which
could be hazardous to the public, Contractor shall take all necessary precautions and
provide adequate means to protect those who must pass through, over, or adjacent to the
Work. Contractor will notice Owner in writing of such risk.
11.2 During the performance of this Contract, Contractor shall keep all property adjacent to
the Premises free of all accumulated rubbish and waste materials caused by Contractor's
operations in performing this Contract. On completion of the Improvements, Contractor
promptly shall remove all such rubbish and waste materials, structures and all equipment
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used by it in performing this Contract from the Premises and adjacent property. If the
Contractor fails to maintain and clean the Premises, the Owner may use the procedure
provided in Paragraph 7.3 and the cost shall be charged against the Contractor.
ARTICLE 12 — SUBCONTRACTORS
12.1 Before subcontracting any portion of the Work, Contractor shall deliver to Owner a
written list of the names of all persons and entities intended to be employed by
Contractor as Subcontractors to work on Improvements.
12.2 Should Owner have any objections to the employment of any person or entity named on
the list of Subcontractors delivered to Owner pursuant to the foregoing paragraph, Owner
shall serve written notice of such objection on Contractor within five (5) business days
after the delivery of such list and Contractor shall substitute another person or entity
acceptable to Owner in place of the person or entity to whom such objection was made.
12.3 Contractor shall not employ any person or entity as a Subcontractor on the Improvements
that has been objected to by Owner. Failure of Owner to serve written notice on
Contractor pursuant to Paragraph 12.2 of any objections it may have to any person or
entity named on the list of Subcontractors within five (5) business days after the delivery
of such list to Owner shall constitute approval by Owner of the employment of such
person or entity as a Subcontractor on the Improvements.
12.4 Contractor shall be as fully responsible to Owner for the acts and omissions of its
Subcontractors and of persons either directly or indirectly employed by such
Subcontractors as Contractor is for the acts and omissions of persons directly employed
by Contractor.
12.5 Nothing contained in this Article or in any of the Contract Documents shall create a
contractual relationship of any kind between any Subcontractor and Owner.
ARTICLE 13 — PROTECTION AND CHARACTER OF WORKMEN
13.1 Contractor shall take all necessary precautions for the safety of persons employed to
work on the Improvements and shall without limiting the generality of the foregoing (i)
comply with all applicable provisions of any federal, state, county, or municipal safety
laws, ordinances, regulations, or building codes, to prevent injury to such persons while
on, about, or adjacent to the Premises, (ii) properly erect and maintain at all times such
safeguards for the protection of persons employed to work on the Improvements as the
conditions and progress of the Work may require and (iii) conspicuously post such signs
as may be necessary to warn persons employed to work on the Improvements of all latent
hazards known to and created by Contractor existing on the Premises.
13.2 Contractor shall at all times be responsible for the conduct and discipline of Contractor's
employees and/or any Subcontractor or persons employed by Subcontractors. All
workmen must have sufficient knowledge, skill, and experience to perform properly the
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work assigned to them. Any supervisor, foreman, or workmen employed by Contractor
or any Subcontractor who does not perform his work in a skillful manner or appears to be
incompetent or to act in a disorderly or intemperate manner shall, at the written request of
Owner, be discharged immediately and shall not be employed again in any portion of the
Work without the approval of Owner.
ARTICLE 14 — PROTECTION OF PROJECT
14.1 Contractor shall furnish and install at its own cost and expense such material and devices
as are customarily furnished by similar contractors in the industry to protect the
Improvements or any part thereof from damage or destruction by rain, wind, or the
elements prior to full and final completion of the Improvements. Contractor shall be
responsible for such protection of the Improvements until acceptance by Owner.
14.2 hi the event of an emergency endangering life or property, Contractor shall perform any
work and shall furnish and install any materials and equipment necessary or prudent
during the emergency. In all cases Contractor shall notify Owner of the emergency as
soon as practicable, but it shall not wait for instructions before proceeding to properly
protect both life and property. Unless caused by Contractor, its employees, agents or
Subcontractors, Contractor shall be entitled to reasonable compensation from Owner for
such materials or equipment furnished during any such emergency.
ARTICLE 15 — INDEMNITY AGREEMENT
15.1 Contractor shall indemnify and hold harmless Owner, Construction Manager, and
Engineer their agents, successors and assigns ("indemnitees") from and against any and
all claims, and liabilities, of any nature, kind or description, including, without limitation,
court costs, attorneys' fees, costs of investigation, directly or indirectly arising out of,
caused by, or resulting from (in whole or in part) the performance of Contractor's work
or the acts or omissions of Contractor's employees, agents, Subcontractors or
representatives. THIS INDEMNITY OBLIGATION SHALL INCLUDE SUCH
CLAIMS, DAMAGES OR CAUSES OF ACTION, THAT MAY BE CAUSED OR
ALLEGED TO BE CAUSED IN PART BY THE NEGLIGENCE OR OTHER ACT OR
OMISSION OF OWNER, CONSTRUCTION MANAGER, ENGINEER, OR ANY
OTHER INDEMNITEE. WHERE SUCH CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARE BROUGHT BY AN EMPLOYEE OR BORROWED SERVANT OF
CONTRACTOR, AND SUCH CLAIMS ARE BARRED FROM BEING BROUGHT
AGAINST CONTRACTOR UNDER APPLICABLE WORKERS COMPENSATION
LAWS OR PROPORTIONAL RESPONSIBILITY LAWS OR A JURY ISSUE IS
REQUESTED BUT NOT GRANTED ON THE ISSUE OF CONTRACTOR'S
CONTRIBUTORY NEGLIGENCE, SUCH CLAIMS SHALL BE DEEMED TO ARISE
ONLY IN PART FROM THE NEGLIGENCE OF INDEMNITEES AND
SUBCONTRACTOR AGREES TO INDEMNIFY THE CONTRACTOR, THE OWNER
AND ALL INDEMNITEES FROM THE CONSEQUENCE OF THEIR OWN
CONTRIBUTORY NEGLIGENCE. This indemnification shall not be subject to
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limitation by any policy of workers compensation or other insurance or damages payable
or paid under any policy of insurance carried by Contractor. The indemnity set forth
above includes any claims, liabilities, fines, and/or remedial action required, including
attorney's fees, including strict liability arising out of any actual or alleged injury to
persons or property or contamination of the environment, whether from pollution, or
otherwise and whether or not prosecuted by a governmental entity. Such indemnity
includes any representation or action required in connection with any administrative
proceedings arising out of actual or alleged damage to the environment, including, but
not limited to, notification that any indemnitee may be a potentially responsible parry for
any actual or alleged damage to the environment. The obligation for indemnity shall
survive termination of this Contract.
THE INDEMNITY SET FORTH ABOVE SHALL INCLUDE, WITHOUT
LIMITATION, ANY AND ALL PENALTIES IMPOSED ON ACCOUNT OF THE
VIOLATION OF ANY LAW OR REGULATION, CAUSED OR ALLEGED TO BE
CAUSED IN WHOLE OR IN PART BY CONTRACTOR'S WORK.
CONTRACTOR SHALL (I) AT ITS OWN COST AND EXPENSE AND RISK,
DEFEND ALL SUITS, ACTIONS OR OTHER LEGAL PROCEEDINGS THAT
MAY BE BROUGHT OR INSTITUTED BY A THIRD PERSON AGAINST
OWNER, CONSTRUCTION MANAGER, ENGINEER, THEIR AGENTS OR
SERVANTS ON ANY SUCH CLAIM, DEMAND, OR CAUSE OF ACTION OR
SUCH THIRD PERSON OR TO ENFORCE ANY SUCH PENALTY, (II) PAY
AND SATISFY ANY JUDGMENT OR DECREE THAT MAY BE RENDERED
AGAINST OWNER, CONSTRUCTION MANAGER, OR ENGINEER THEIR
AGENTS OR SERVANTS IN ANY SUCH SUIT, ACTION, OR OTHER LEGAL
PROCEEDINGS AND (III) REIMBURSE OWNER, CONSTRUCTION
MANAGER, OR ENGINEER THEIR AGENTS AND SERVANTS FOR ANY AND
ALL REASONABLE LEGAL EXPENSES INCURRED BY ANY OF THEM IN
CONNECTION THEREWITH.
ARTICLE 16 — INSURANCE TO BE MAINTAINED BY CONTRACTOR
16.1 Contractor, at its own expense, shall procure and maintain in full force and effect during
the performance of this Agreement and for one year thereafter, except as noted below, the
following policies of insurance:
16.1.1 Statutory Workers Compensation Insurance and Employer's Liability Insurance
with a minimum of $100,000 per occurrence.
16.1.2 Broad Form Comprehensive General Liability including Completed Operations,
Products Liability Premises and Operations, Contractual Liability, Personal Injury
XCU, Broad Form Property Damage, Contractors' Protective, with a combined
single limit of not less than $1,000,000 for each occurrence.
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16.1.3 Comprehensive Automobile Liability Insurance for all motor vehicles operated by
or for Contractor, owned and non -owned, with a combined single limit of not less
than $1,000,000.
16.2 During the express warranty period referred to in this Contract, Contractor agrees to
maintain said Comprehensive General Liability Insurance, including Completed
Operations and Products Liability coverage.
16.3 Prior to commencement of the Work described in this Contract, Contractor agrees to
deliver to Owner and to Construction Manager, without expense to Owner or
Construction Manager, a Certificate (on an ACORD form confirming coverage) from
Contractor's insurance companies which shall certify, when applicable, the following:
16.3.1 That each said policy is then in full force and effect and the expiration date and
limits thereof.
16.3.2 That each said policy shall not be canceled or materially changed without ten (10)
days prior written notice to Owner or Construction Manager.
16.3.3 That each the Owner, the Construction Manager, and the Engineer is named as
additional insured under each policy.
16.3.4 That such insurance shall expressly provide that "It is understood and agreed that
the Owner, the Construction Manager, and the Engineer may have or may procure
for its own account non-contributing insurance without notice to this insurance
company and without prejudice to this insurance. Any such insurance procured
by the Owner shall not be called upon for contribution with the insurance afforded
by this policy. This policy shall be considered primary insurance as to Owner, the
Construction Manager, and the Engineer in connection with the Work of the
insured arising out of or in connection with its Contract with Owner."
16.3.5 That the parties to the described policies of insurance hereby agree to irrevocably
waive subrogation, claim, or recovery against the Owner, the Construction
Manager, and the Engineer in connection with the work certified.
16.4 All of the insurance required to be procured and maintained by Contractor pursuant to
Paragraph 16.1 shall be issued by insurance companies acceptable to Owner.
When any required insurance, due to the attainment of a normal expiration date or
renewal date, shall expire, the Contractor shall supply both the Owner, the Construction
Manager, and the Engineer with certificates of insurance and amendatory riders or
endorsements that clearly evidence the continuation of all coverage in the same manner,
limits of protection, and scope of coverage as was provided by the previous policy. In the
event any renewal or replacement policy, for whatever reason obtained or required, is
written by a carrier other than that with whom the coverage was previously placed, or the
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subsequent policy differs in any way from the previous policy, the Contractor shall also
furnish the Owner, the Construction Manager, and the Engineer with a certified copy of
the renewal or replacement policy unless the Owner provides the Contractor with prior
written consent to submit only a Certificate of Insurance for any such policy. All renewal
and replacement policies shall be in form and substance satisfactory to the Owner, the
Construction Manager, and the Engineer and written by carriers acceptable to the Owner.
Certificates of insurance required herein shall provide a statement confirming
coverage of the Owner, of the Construction Manager, and of the Engineer as an
additional insured. Certificates issued "for informational purposes only" and
"which confer no rights on the certificate holder", such as ACORD 24, will not be
accepted.
If the Contractor fails to purchase and maintain, or require to be purchased and
maintained, any insurance required herein, the Owner may, but shall not be obligated to,
upon five (5) days written notice to the Contractor, purchase such insurance on behalf of
the Contractor and shall be entitled to be reimbursed by the Contractor upon demand.
ARTICLE 17 — NO WAIVER
17.1 Neither (i) payment to Contractor by Owner of the full Contract price for any portion of
the Work, nor (ii) acceptance of the Improvements by Owner or any governmental
agency having appropriate jurisdiction shall relieve Contractor of liability for defective
materials or workmanship used in the construction of the Improvements or failure to
construct the Improvements according to the requirements of the Contract Documents or
Change Orders. Acceptance by Contractor of any payment provided for in the Contract
Documents shall be a representation by Contractor to Owner that the portion of the Work
required by the Contract Documents to be performed before such payment became due,
has been completed by Contractor in accordance with the Contract Documents or Change
Orders.
ARTICLE 18 — WARRANTY
18.1 Except as provided in any special guarantees contained in the Contract Documents or any
guarantees by the manufacturers of any materials used in the construction of the
Improvements, Contractor shall remedy any defects due to faulty materials or
workmanship and shall pay for any damage to other work resulting therefrom which shall
appear within the longer of (i) one (1) year after the date of completion of the particular
phase of work, or (ii) the maintenance period required by the appropriate Governing
Public Authority if the Improvements are to be dedicated to public use.
ARTICLE 19 — TERMINATION OF CONTRACT BY OWNER
19.1 Should Contractor commit any of the acts of default described in Paragraph 19.2 and
should such act remain uncured for a period of ten (10) days after Owner gives written
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notice thereof to Contractor and Contractor has failed to take substantial actions during
such ten (10) day period to cure such act of default, Owner may, without prejudice to any
other rights or remedies given Owner by law, equity or the Contract Documents (i)
terminate the services of Contractor under this Contract, (ii) take possession of the
Improvements and all materials located on the Premises for which Owner has made
payable to the Contractor, (iii) complete the Improvements by whatever method Owner
may deem expedient.
19.2 It shall be deemed to be and constitute an act of default by Contractor if Contractor
should:
19.2.1 File a petition in bankruptcy, or if a petition is filed against Contractor and such
petition is not dismissed within 60 days of its filing.
19.2.2 Make a general assignment for the benefit of Contractor's creditors.
19.2.3 Allow a receiver of Contractor's assets to be appointed because of Contractor's
insolvency.
19.2.4 Refuse or fail, except as provided in Article 9 hereof entitled "TIME FOR
COMPLETION: EXTENSIONS OF TIME," to supply enough properly -skilled
workmen or proper materials to complete the Improvements in the time specified
in this Contract.
19.2.5 Fail to make prompt payments to Subcontractors, laborers, or materialmen for
labor performed on, or materials or equipment used in, construction of the
Improvements.
19.2.6 Disregard any law or ordinance relating to the Improvements or the completion
thereof; or
19.2.7 Otherwise commit a substantial violation of any material provision of the
Contract Documents.
19.3 If, on completion of the Improvements by Owner, the expenses incurred by Owner in
completing the Improvements, including any compensation paid by Owner for
supervisorial services in completing the Improvements, exceed the unpaid balance of the
Contract Price, such excess shall promptly be paid by Contractor to Owner, and if there is
any excess of the unpaid balance of the Contract price above such expenses in completing
the Improvements, such excess shall promptly be paid by Owner to Contractor.
19.4 Should services of Contractor under this contract be terminated by Owner pursuant to
Paragraph 19.1 before completion of the Improvements, Contractor shall promptly,
within ten (10) days after service of written notice on Contractor to do so, remove all its
equipment and supplies from any property owned or controlled by Owner. Should
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Contractor fail to so remove its equipment and supplies, Owner may remove the same
and store them at the cost and expense of Contractor.
19.5 In addition to Owner's other rights and remedies under this Contract or available to
Owner at law or in equity, Owner may elect to terminate this Contract for any or no
reason as follows:
19.5.1 This Contract may be canceled and terminated at the option of Owner at any time
during the term of the Contract upon thirty (30) days written notice to the
Contractor ("Notice of Cancellation"). In the event of such cancellation, the
Contractor shall present to the Construction Manager within ten (10) days after
Notice of Cancellation, a claim for fmal payment consisting of the actual amount
due based upon the unit prices for Work set forth on Exhibit D completed through
the thirty (30) day cancellation period.
19.5.2 Payment of such amount plus all retainage shall be made to Contractor within
twenty (20) days after the claim for payment is sent to the Construction Manager
and the Contractor shall have no other claim against the Owner for such amount
and agrees to execute a final lien release.
ARTICLE 20 — OTHER CONTRACTORS
20.1 Owner reserves the right to enter into other contracts with other contractor(s) to perform
other types of work on the Premises. Contractor shall allow Owner, and any such other
contractor(s), reasonable opportunity to store equipment and materials of Owner and such
other contractor(s) on the Premises, and to execute and perform such contracts, and
Contractor shall properly connect and coordinate the Work with that of Owner and other
such contractor(s).
20.2 Where the successful performance of the Contractor's Work is dependent on the proper
performance of work under another contract let by Owner in connection with the
Improvements, Contractor shall observe the completed work performed under such other
contract and promptly serve written notice on Owner of any observed defects therein
which will interfere with the successful performance of the Contractor's Work.
20.3 Owner and other contractors shall each be responsible for any costs of repairing any
damages each has caused to the Improvements.
ARTICLE 21 — ATTORNEY' S FEES
21.1.1 Should any litigation be commenced between the parties hereto concerning the
Improvements, any provision of the Contract Documents, or the rights and obligations of
either in relation thereto, the prevailing party in such litigation proceedings shall be
entitled, in addition to such other relief as may be granted, to a reasonable sum as and for
its attorneys' fees in such litigation proceeding.
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ARTICLE 22 — NOTICES
22.1 Unless otherwise specifically provided herein, all notices, demands or other
communication given hereunder shall be in writing and shall be deemed to have been
duly given as of personal delivery, or if mailed, as of the second business day after
mailing by United States registered or certified mail, return receipt requested, postage
prepaid, addressed as follows:
If to Owner, to: D.R. HORTON — TEXAS LTD.
6751 North Freeway,
Fort Worth, Texas 76131
Tel: 817-230-0800
If to Contractor, to: Independent Utility Construction, Inc.
5109 Sun Valley Drive
Fort Worth TX 76119
817-478-4444
or to such other address or to such other person as any party shall designate to the others
for such purpose in the manner hereinabove set forth. Delivery to Construction Manager
shall be deemed delivery to Owner.
ARTICLE 23 —ASSIGNMENTS
23.1 This Contract is for the personal services of Contractor and Contractor shall not assign
this Contract, without the prior written consent of Owner, which consent shall be in Owner's
sole discretion and may be unreasonably or arbitrarily withheld. Any such assignment
without Owner's prior written consent shall be null and void and deemed to be an act of
default hereunder.
ARTICLE 24 — GENERAL PROVISIONS
24.1 The Contract Documents contain the entire agreement between the parties relating to the
transactions contemplated hereby and all prior or contemporaneous agreements,
understandings, representations and statements, oral or written, are merged herein.
24.2 No modification, waiver, amendment, discharge or change of this Contract shall be valid
unless the same is in writing and signed by the parry against which the enforcement of
such modification, waiver, amendment, discharge or change is or may be sought.
24.3 Time is of the essence of each obligation of each party hereto.
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24.4 The use herein of (i) the neutral gender includes the masculine and the feminine and (ii)
the singular number indicates the plural, whenever the context so requires.
24.5 Captions in this Contract are inserted for convenience of reference only and do not
define, describe or limit the scope or the intent of this Contract or any of the terms hereof.
24.6 All exhibits referred to herein and attached hereto are a part hereof.
24.7 All terms of this Contract shall be binding upon and inure to the benefit of and be
enforceable by the parties hereto and their respective legal representatives, successors and
assigns; nothing in the foregoing provision shall be construed to alter the Article entitled
"Assignments."
24.8 This Contract shall be construed and enforced in accordance with the laws of the State of
Texas.
24.9 This Contract may be executed in any number of counterparts, each of which shall be
deemed to be an original, but all of which together shall constitute one and the same
instrument.
ARTICLE 25 — NON-DISCRIMINATION
25.1 Contractor hereby certifies that the Work performed, produced, and/or furnished under
this Contract has been or will be performed, produced, and/or furnished in full and
complete compliance with all applicable federal and state laws and regulations and
amendments thereto, insofar as they relate to non-discrimination in employment
including, among others, the Fair Labor Standards Act (29 U.S.C. Section 201 et seq.);
the Equal Pay Act (29 U.S.C. Section 206, et seq.); Executive Order No. 11246 (Equal
Employment Opportunity) effective October 24, 1965, and all regulations of the
Secretary of Labor promulgated thereunder; Section 503 of the Rehabilitation Act of
1973 (29 U.S.C. Section 793) and 41 C.F.R. section 60-741.4 and Executive Order
117589; the Vietnam Era Veterans Readjustment Assistance Act of 1984 (38 U.S.C.
Section 2021, et seq.) and 41 C.F.R. Section 60-250.4 and Executive Order 11701;
Executive Order 11625 regarding utilization of minority business enterprises; Section 7
of the Defense Acquisition Regulation and Parts 1-7 of the Federal Procurement
Regulations; Section 7-104.36(b) of the Armed Services Procurement Regulations
(ASPR) setting forth the minority business enterprises subcontractor program clause;
Section 7-104.14(a) of the ASPR regarding utilization of small business concerns;
Section 1.805 of the ASPR regarding labor surplus area concerns; Section 7.104.14(b)
and 7-104.20(b) of the ASPR regarding small business and labor surplus subcontractors;
Executive Order 12138 regarding utilization of female -owned business enterprises.
Contractor certifies that it does not and will not maintain any facilities it provides for its
employees in the segregated manner, or permit the employees to perform their services at
any location under its control where segregated facilities are maintained. Contractor
agrees to execute, upon Owner's request, Owner's standard form of Certificate of
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Compliance with the United States Government's laws and regulations governing equal
employment opportunity, the employment of the handicapped, and the employment of
veterans of the Vietnam era, which Certificate of Compliance, as it may be reasonably
revised, upon execution by Contractor shall become a part hereof without further
reference thereto. Contractor further agrees that, upon Owner's request, Contractor will
obtain identical certificates from proposed Subcontractors prior to the award of
subcontracts if such subcontracts are not exempt from the provisions of the aforesaid
laws and regulations and that Contractor will retain certifications in its files. Contractor
recognizes its responsibilities under the Immigration and Naturalization Act as recently
amended and agrees to comply in all respects with the requirements of the Act as
amended in so far as Contractor's employees are concerned.
ARTICLE 26 — TAXES
26.1 Contractor shall pay all federal, state, and local taxes including, but not limited to, sales,
privilege, use, contracting, and excise taxes owing by Contractor in connection with
payments made to Contractor for Contractor's performance under this Contract.
26.2 If Owner subsequently pays any sales, privilege, use, contracting, or excise taxes as an
Owner -Builder or Prime Contractor because of the sale or off -site improvements
performed or because the property benefitted by such off -site improvements, Contractor
will request refunds from the taxing authority of any taxes which it paid and for which
Contractor would not have been liable if Owner had been Owner -Builder or Prime
Contractor. Contractor shall also, provided Owner paid such tax amounts previously to
Contractor, at Owner's election, pay such refunds to Owner, credit refunds to Owner's
account or execute a waiver of the right to a refund.
ARTICLE 27 — BOOKS AND RECORDS
27.1 Contractor agrees to make, keep, and maintain, in accordance with generally accepted
accounting principles and practices consistently applied from year to year, complete
books, records, invoices and records of payments relating to the Work while it is being
performed.
27.2 For the purposes of audit Owner shall have the right to examine either directly or through
its authorized representatives or agents, after at least three (3) days prior notice, during
business hours and for a reasonable length of time, the books, records, and accounts of
Contractor insofar as they are pertinent to this Contract. Owner's right to inspection shall
not apply to the Contractor's trade secrets or other proprietary information designated
and/or asserted as such.
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ARTICLE 28 —BOYCOTTING ISRAEL AND ANTI -TERRORISM VERIFICATION
28.1 HOUSE BILL 89 VERIFICATION_ By signing and entering into this Agreement,
Contractor verifies, pursuant to the Government Code Section 2270.001, it does not
boycott Israel and will not boycott Israel during the term of this Agreement.
28.2 ANTI -TERRORISM VERIFICATION. Contractor hereby represents and warrants that
at the time of this Agreement neither Contractor, nor any wholly -owned subsidiary,
majority -owned subsidiary, parent company or affiliate of Contractor: (i) engages in
business with Iran, Sudan, or any foreign terrorist organization as described in Chapters
806 or 807 of the Texas Government Code, or Subchapter F of Chapter 2252 of the Texas
Government Code; or (ii) is a company listed by the Texas Comptroller under Sections
806.051, 807.051, or 2252.13 of the Texas Government Code. The term "foreign
terrorist organization" has the meaning assigned to such term in Section 2252.151 of the
Texas Government Code.
ARTICLE 29 —ETHICS
29.1 Form 1295 Filing: By signing and entering into this Agreement, Contractor agrees to
comply with House Bill 1295 which added section 2252.908 of the Government Code.
The law states that a governmental entity or state agency may not enter into certain
contracts with a business entity unless the business entity submits a disclosure of
interested parties to the governmental entity or state agency at the time the business entity
submits the signed contract to the governmental entity or state agency. Form 1295 Must
be filed online at www_ethics.state.tx.us/File. Exhibit I
ARTICLE 30 — ENVIRONMENTAL PROTECTION
30.1 Environmental Compliance: Contractor shall comply with applicable laws, regulations,
orders and guidance administered by the U.S. Environmental Protection Agency, the
Texas Commission on Environmental Quality (TCEQ) and any local agency(s) with
jurisdiction. The matters covered by this paragraph include, without limitation,
discharges of waste to air, water, or land, solid waste disposal and management of
"hazardous substances".
30.2 Compliance with TPDES: All work shall be performed in accordance with the terms and
conditions of the general Texas Pollutant Discharge Elimination System (TPDES) permit
and the Storm Water Pollution Prevention Plan specific to this project. The Owner will
be considered the Operator for the project. By signature of this Contract, the Contractor
certifies:
The Contractor shall be required to maintain all erosion control devices during the Work.
The Contractor shall also immediately repair any erosion control devices damaged in the
course of the Work. The Contractor shall adhere to all EPA, TCEQ, and MS4 regulations
and requirements pertaining to his activities during the term of this contract.
26
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2A\Lone Star at Liberty Trails Phase 2 Street Light Contract Book.doc
30.3 Jurisdictional Waters of the U.S.: Contractor shall respect all designated "Waters of the
U.S." or "Wetlands" at or near the project during his course of construction. No vehicles,
machinery, materials storage, fill, or excavation shall occur in these areas unless specified
on the plans. If Contractor is unsure of "Jurisdictional Area", he shall notify the Owner's
representative for clarification.
ARTICLE 31 — PREVAILING WAGE RATE
31.1 Chapter 2258 of the Texas Government Code provides that any political subdivision of
the State of Texas shall ascertain the general prevailing wage rate received by the classes
of worker employed on projects similar to this project and shall specify in the call for
bids and in the Contract the minimum wage rates which shall be paid for each type of
worker. This statute further provides that the Contractor or subcontractors shall pay, as a
penalty, to the Developer Sixty Dollars ($60.00) for each worker employed for each
calendar day or part of the day that the worker is paid less than the wage rates stipulated
in the Contract. The Developer is authorized to withhold from the Contractor the amount
of this penalty from any payment due under the Contract.
31.2 The statute likewise requires that the Contractor and subcontractors keep an accurate
record of the names and occupations of all persons employed by them in the construction
of the Project and to show the actual per diem wages paid to each worker. These records
are open to the inspection of the Developer.
31.3 The Contractor is required to pay at least the minimum Prevailing Wage Rate that applies
to Denton County, Texas.
27
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OWNER: D.R. Horton — Texas, Ltd.
(a Texas limited partnership)
Date
By:
0512112026
By: D.R. Horton, Inc.
(a Delaware corporation)
Its Authorized Agent
Name: Justin Bosworth
Title: Assistant Vice President
Witness or Attest: a
CONTRACTOR: Independent Utility Construction, Inc.
Date: 05 7/2026
By:
Name: Richard Wolfe
Title: President
Witness or Attest:
28
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Star at Liberty Trails Phase 2 Street Light_Contract Book.doc
EXHIBIT A
IMPROVEMENTS
Street Light Improvements for Lone Star at Liberty Trails Phase 2, as shown on the City of Fort
Worth approved plans prepared by Pape -Dawson Engineers, LLC., dated February 2026, and all
issued revisions thereafter.
EXHIBIT B
CONTRACT DOCUMENTS
The Contract Documents consist of the following:
This contract and all exhibits.
Plans for the Construction of Water, Sewer, Paving, Drainage, & Street Light
Improvements to Serve Lone Star at Liberty Trails, Phase 2, prepared by Pape Dawson
Engineers, LLC., dated February 2026, and all issued revisions thereafter.
FXMTRTT C''
SPECIFICATIONS
1. All street light improvements shall be performed in accordance with the City of Fort
Worth and Owner's geotechnical engineer's recommendations, construction plans, and
technical specifications.
2. All work dedicated to the City of Fort Worth shall be performed in accordance with City
of Fort Worth Standard Construction Details and Specifications or to North Central Texas
Council of Governments (NCTCOG) Specifications and Standard Details as dictated by
City of Fort Worth. Questions regarding City standards and specifications or North
Central Texas Council of Governments Specifications and Standard Details should be
referred to the City of Fort Worth.
3. If a specification or construction detail is not provided for any portion of the Contractor's
Work, the Contractor shall notify the Construction Manager/Owner's
representative/Engineer of Record immediately before commencing said Work.
EXHIBIT D
ESTIMATED QUANTITIES AND UNIT COSTS, PERFORMANCE BOND
PAYMENT BOND, CONTRACTOR INSURANCE
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID
Street Lights
DAP -BID PROPOSAL
Page 1 of I
Bidder's Application
Project Item Information
Bidder's Proposal
Bidlist
Item No.
Description
Specification Section No.
Unit of
Measure
Bid
Quantity
Unit Price
Bid Value
UNIT V: STREET LIGHTING
IMPROVEMENTS
1
2605.3015 2" CONDT PVC SCH 80 T
26 05 33
LF
1,502
$31.41
$47 177.82
2
3441.1410 NO 10 Insulated Elec Condr
3441 10
LF
4,506
$3.01
$13 563.06
3
3441.1633 Install Type 33B Arm
3441 20
EA
39
$436.00
$17 004.00
4
3441.3050 Furnishllnstall Luminare (ATBO P101 MVOLT R2 3K MP
NL P7 AO RFD325607
34 41 20
EA
36
$491.00
$17 676.00
5
3441.3050 Furnish/Install Luminare (ATBO P101 MVOLT R4 3K MP
NL P7 AO RFD325606)
3441 20
EA
3
$491.00
$1 473.00
6
3441.3301 Rdw Illum Foundation TY 1
34 41 20
EA
39
$3,194.00
$124 566.00
7
3441.3341 Rdw Ilium TY 11 Pole
34 41 20
EA
39
$3 043.00
$118 677.00
TOTAL UNIT V: STREET LIGHTING
IMPROVEMENTS1
$340,136.88
Bid
UNIT V: STREET
This Bid is submitted by the entity named below:
BIDDER:
Independent Utility Construction, Inc.
5109 Sun Valley Dr
Fort Worth, TX 76119
817-478-4444 — officela)iucl:.com
Contractor agrees to complete WORK for FINAL ACCEPTANCE within
CONTRACT commences to run as provided in the General Conditions.
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22. 2019
Total Construction
BY: Ric Vole
TITLE: president '
DATE: 3/1312026
45 working days after the date when the
Street Lights Bid Proposal DAP - IUC prices filled in
Brookfield Water Control and Improvement District PERFORMANCE BOND
Bond No. 526813N
STATE OF TEXAS
COUNTY OF DENTON
PERFORMANCE BOND
Contract Date 05/21/2026
Date Bond Executed 05/21/2026
PRINCIPAL Independent Utility Construction Inc.
SURETY Westfield Insurance Company
OWNER Brookfield Water Control and Improvement District
PENAL SUM OF BOND (in words and figures) Three Hundred Forty Thousand, One Hundred
Thirty Six and 88/100 Dollars ($340 136 88)
being 100 percent of the Contract Price.
CONTRACT for Construction of Lone Star at Liberty Trails Phase 2 — Street Light Improvements,
City of Fort worth, ETJ, Denton County, Texas (the "Contract").
KNOW ALL PERSONS BY THESE PRESENTS, that we, Principal and Surety above
named, are held and firmly bound unto Owner, its successors and assigns, in the penal sum of the
amount stated above, for the payment of which sum well and truly to be made, we bind ourselves and
our respective heirs, executors, administrators, officers, directors, shareholders, partners, successors,
and assigns, jointly and severally, firmly by these presents.
WHEREAS, Principal entered into that certain Contract with Owner, which Contract is
express) incorporated ncorporated herein for all purposes.
NOW, THEREFORE, THE CONDITIONS OF THIS OBLIGATION IS SUCH, that if
Principal well and truly performs the work in accordance with the plans, specifications and any other
contract documents, during the original term of the Contract and any extensions thereof that may be
granted by Owner, with or without notice to Surety, and during the life of any guaranty or warranty
required under the Contract, then this obligation is void; otherwise it is to remain in full force and
effect. Should the Principal fail to faithfully and strictly perform the work as required by the Contract
in all its terms, the Surety will be liable for all damages, losses, expenses and liabilities that the
Owner may suffer in consequence thereof.
This Bond is given in compliance with the provisions of Chapter 2253 of the Texas
Government Code, as amended, which is incorporated herein by this reference. However, all of the
express provisions contained herein and in the Contract are applicable whether or not within the
scope of said statute.
Surety hereby agrees, for value received, that no change, extension of time, alteration or
addition to the terms of the Contract or to work performed under the Contract, or to the plans,
specifications or drawings accompanying the Contract, will in any way affect its obligations on this
Bond and it does hereby waive notice of any such change, extension of time, alteration or addition to
the terms of the Contract or to the work to be performed thereunder.
Performance Bond I of 3 JUNE 1. 2018
Brookfield Water Control and Improvement District PERFORMANCE BOND
The bound parties have executed this instrument pursuant to authority of their respective
governing body, to be effective on the same date of the Contract.
IndependenOMIi & Construction, ATTEST
PRINCIP
By By
Name Richard Wolfe
Title President
Address 5109 Sun Valley Drive
Fort Worth, TX 76119
Westfield Insuranr.,i� Comoan
SURETY
By
Name le W. Sweeney
Title Attorney -in -Fact
(SEAL)
Name Christina Garcia
Title Office Manager
j. S
0 "9Tyi ci
(SEAM 'sEALm€a
i 111111EXRS 0�
ATTEST
i%.► . MOM -
Name Elizabeth
Title Surety CSR
Physical Address:
955 Garden Park Drive, Suite 230
Allen TX 75013
Mailing Address:
Same
Telephone: 972-516-2600
Local Recording Agent Personal Identification Number:
TX 884952
Agency Name: The Sweeney Company
Agency Address 1121 E Loop 820 S, Fort Worth, TX 76112
Agency Telephone 817-457-6700
Surety must attach its original Power of Attorney to this Bond.
Performance Bond 2 o f 3 JUNE I, 2018
Brookfield Water Control and Improvement District PERFORMANCE BOND
CERTIFICATE AS TO CORPORATE PRINCIPAL
I, Clifton Morgan Wolfe , certify that I am the secretary of the corporation named
as Principal in the Bond; that Richard Wolfe who signed the Bond on
behalf of Principal, was then President of the corporation; that I
know his or her signature, and his or her signature is genuine; and that the Bond was duly signed for
and on, behalf of the corporation by authority of its governing body.
�ONSTR��Tio
tr nr orate S PPOq •. y•4
Signature.of Corporate Secretary
SEAL
�Woi•�a.r9•o,,tia
� rears
ATTACH POWER OF ATTORNEY
Pertoimance Bond 3 of 3 JUNE t. 2018
Brookfield Water Control and Improvement District PAYMENT BOND
Bond No. 5268 l 3N
STATE OF TEXAS
COUNTY OF DENTON
PAYMENT BOND
Contract Date 05/21/2026
Date Bond Executed 05/21/2026
PRINCIPAL Independent Utility Construction, Inc.
SURETY Westfield Insurance Company
OWNER Brookfield Water Control and Improvement District
PENAL SUM OF BOND (in words and figures) Three Hundred Forty Thousand, One Hundred
Thirty Six and 88/100 Dollars ($340 136 88)
being 100 percent of the Contract Price.
CONTRACT for Construction of Lone Star at Liberty Trails Phase 2 — Street Light Improvements,
City of Fort Worth, ETJ, Denton County, Texas (the "Contract").
KNOW ALL PERSONS BY THESE PRESENTS, that we, Principal and Surety above
named, are held and finely bound unto Owner, its successors and assigns, in the penal sum of the
amount stated above, for the payment of which sum well and truly to be made, we bind ourselves and
our respective heirs, executors, administrators, officers, directors, shareholders, partners, successors,
and assigns, jointly and severally, firmly by these presents.
WHEREAS, Principal entered into that certain Contract with Owner, which Contract is
expressly incorporated herein for all purposes.
NOW, THEREFORE, THE CONDITIONS OF THIS OBLIGATION IS SUCH, that if
Principal shall promptly pay claimants for all labor, subcontracts, materials and specially fabricated
materials performed or furnished under or by virtue of the Contract, and duly authorized
modifications and normal and usual extras thereto, notice of which modifications to Surety being
hereby waived, then this obligation shall be void, otherwise to remain in full force and effect. Should
Principal fail to promptly pay claimants for all labor, subcontracts, materials and specially fabricated
materials performed or furnished under or by virtue of the Contract, Surety is hereby bound to make
such payments on behalf of Principal up to a total aggregate amount equal to the penal sum of the
bond. Labor, subcontracts, materials, and specially fabricated materials shall be construed in
accordance with Chapter 2253, Texas Government Code.
PROVIDED, HOWEVER, that Owner having required Principal to furnish this Bond in order
to comply with the provisions of Chapter 2253, Texas Government Code, all rights and remedies on
this Bond shall inure solely to such claimants and shall be determined in accordance with the
provisions, conditions, and limitations of the aforesaid Government Code to the same extent as if
they were copied at length herein.
The bound parties have executed this instrument pursuant to authority of their respective
governing body, to be effective on the same date of the Contract.
Payment Bond 1 of 3 JUNE 1, 2018
Brookfield Water Control and Improvement District PAYMENT BOND
IndependcA Utility Construction IlLe. ATTEST
PR[NCIP �II
Name Richard Wolfe
Title
President
Address 5109 Sun Valley Drive
Fort Worth, TX 76119
Westfield insur nce Company
SURETY
By
Name —Kyle W. Sweeney
Title Attorney -in -Fact
(SEAL)
Name Christina Garcia
Title Office Manager
(SEA 11,E-16°sEALm
� 7ExaS
ATTEST
ElizabethBy
Name
Title Surety CSR
Physical Address:
955 Garden Park Drive, Suite 230
Allen. TX 75013
Mailing Address:
Same
Telephone
Local Recording Agent Personal Identification Number:
TX 884952
Agency Name: The Sweeney Company
Agency Address 1 121 E Loop 820 S, Fort Worth, TX 76112
Agency Telephone 817-457-6700
972-516-2600
Surety must attach its original Power of Attorney to this Bond.
Payment Bond 2 of 3 JUNB I. 2018
Brookfield Water Control and Improvement District PAYMENT BOND
CERTIFICATE AS TO CORPORATE PRINCIPAL
I, Clifton Morgan Wolfe , certify that I am the secretary of the corporation named
as Principal in the Bond; that Richard Wolfe who signed the Bond on
behalf of Principal, was then President of the corporation; that I
know his or her signature, and his or her signature is genuine; and that the Bond was duly signed for
and on behalf of the corporation by authority of its governing body.
(Corporate Sow
oPpQRq;�°2-
o"SEALm e
•b_
Signature of Corporate Secretary �ti; "•9�9"O'
TF�
ATTACH POWER OF ATTORNEY
Payment Bond 3 of') 1GtiE I. 2018
Brookfield Water Control and Improvement District MAINTENANCE BOND
Bond No. 526813N
STATE OF TEXAS
MAINTENANCE BOND
Contract Date 05/21/2026
COUNTY OF DENTON Date Bond Executed 05/21/2026
PRINCIPAL Independent Utility Construction, Inc.
SURETY Westfield Insurance Companv
OWNER Brookfield Water Control and Improvement District
PENAL SUM OF BOND (in words and figures) Three Hundred Forty Thousand, One Hundred
Thirtv Six_ and 88/100 Dollars ($340.136.88)
being 100 percent of the Contract Price
CONTRACT for Construction of Lone Star at Liberty Trails Phase 2 — Street Light Improvements,
City of Fort Worth, ETJ, Denton County, Texas (the "Contract"). The contract includes a two (2)
year maintenance term that begins upon substantial completion of the project.
KNOW ALL PERSONS BY THESE PRESENTS, that we, Principal and Surety above
named, are held and firmly bound unto Owner, its successors and assigns, in the penal sum of the
amount stated above, for the payment of which sum well and truly to be made, we bind ourselves and
our respective heirs, executors, administrators, officers, directors, shareholders, partners, successors,
and assigns, jointly and severally, firmly by these presents.
WHEREAS, Principal entered into that certain Contract with Owner, which Contract is
expressly incorporated herein for all purposes.
NOW, THEREFORE, THE CONDITIONS OF THIS OBLIGATION IS SUCH, that if
Principal well and truly repair any and all defects in the work occasioned by or resulting from defects
in materials furnished by, or workmanship of, the Principal in performing the work covered by the
Contract, including any guaranty or warranty required under the Contract, then this obligation is
void; otherwise it is to remain in full force and effect. Should the Principal fail to well and truly
repair any and all defects in the work occasioned by or resulting from defects in materials furnished
by, or workmanship of, the Principal in performing the work as required by the Contract in all its
terms, the Surety will be liable for all damages, losses, expenses and liabilities that the Owner may
suffer in consequence thereof
The parties intend this maintenance bond to be a common law bond to be constructed in
accordance with Texas law.
Surety hereby agrees, for value received, that no change, extension of time, alteration or
addition to the terms of the Contract or to work performed under the Contract, or to the plans,
specifications or drawings accompanying the Contract, will in any way affect its obligations on this
Bond and it does hereby waive notice of any such change, extension of time, alteration or addition to
the terms of the Contract or to the work to be performed thereunder.
The bound parties have executed this instrument pursuant to authority of their respective
governing body, to be effective on the same date of the Contract.
Maintenance Bond I of 3 JUNE 1, 2018
Brookfield Water Control and Improvement District MAINTENANCE BOND
Independf,m Utility Construction ATTEST
PRINCI
By > By
Name Richard Wolfe
Title President
Address 5109 Sun Valley Drive
Fort Worth, TX 76119
Westfield Insurance Compan
SURETY
By Vol
Name Kyle W. Sweeney
Title Attorney -in -Fact
(SEAL)
Name Christina Garcia
Title Office Manager
`,`�O`� pONSTgUCTo,�,
(SEAfk1' SEALm.a
rExtiss".•:
ATTEST
By v-lJ::&
Name Elizabeth Gray
Title Surety CSR
Physical Address:
955 Garden Park Drive, Suite 230
Allen, TX 75013
Mailing Address:
Same
Telephone
Local Recording Agent Personal Identification Number:
TX 884952
Agency Name: The Sweeney Company
Agency Address 1121 E Loop 820 S, Fort Worth, TX 76112
Agency Telephone 817-457-6700
972-516-2600
Surety must attach its original Power of Attorney to this Bond.
Maintenance Bond 2 of 3 JUNE 1. 2018
Brookfield Water Control and Improvement District PERFORMANCE BOND
CERTIFICATE AS TO CORPORATE PRINCIPAL
I, Clifton Morgan Wolfe , certify that I am the secretary of the corporation named
as Principal in the Bond; that Richard Wolfe who signed the Bond on
behalf of Principal, was then President of the corporation; that I
know his or her signature, and his or her signature is genuine; and that the Bond was duly signed for
and on, behalf of the corporation by authority of its governing body.
�ONSTR��Tio
tr nr orate S PPOq •. y•4
Signature.of Corporate Secretary
SEAL
�Woi•�a.r9•o,,tia
� rears
ATTACH POWER OF ATTORNEY
Pertoimance Bond 3 of 3 JUNE t. 2018
IMPORTANT NOTICE
To obtain information or make a complaint:
You may call Westfield Insurance Company's
and/or Ohio Farmers Insurance Company's
toll -free telephone number for information or to
make a complaint at:
1-800-368-3597
You may also write to Westfield Insurance
Company and/or Ohio Farmers Insurance
Company at:
955 Garden Park Drive, Suite 230
Allen, Texas 75013-3742
You may contact the Texas Department of
Insurance to obtain information on
companies, coverages, rights or complaints
at:
1-800-252-3439
You may write the Texas Department of
Insurance:
P. O. Box 149104
Austin, TX 78714-9104
Fax: (512) 475-1771
Web: http://www.tdi.state.tx.us
E-mail: ConsumerProtection(a)-tdi.state.tx.us
PREMIUM OR CLAIM DISPUTES:
Should you have a dispute concerning your
premium or about a claim you should
contact the agent or Westfield Insurance
Company and/or Ohio Farmers Insurance
Comapny first. If the dispute is not resolved,
you may contact the Texas Department of
Insurance.
ATTACH THIS NOTICE TO YOUR
POLICY: This notice is for information only
and does not become a part or condition of
the attached document.
AVISO IMPORTANTE
Para obtener informacion o para someter una
queja:
Usted puede Ilamar al numero de telefono gratis de
Westfield Insurance Company's / Ohio Farmers
Insurance Company's para informacion o para
someter una queja al:
1-800-368-3597
Usted tambien puede escribir a Westfield Insurance
Company / Ohio Farmers Insurance Company:
955 Garden Park Drive, Suite 230
Allen, Texas 75013-3742
Puede comunicarse con el Departamento de
Seguros de Texas para obtener informacion acerca
de companias, coberturas, derechos o quejas al:
1-800-252-3439
Puede escribir al Departamento de Seguros de
Texas:
P. O. Box 149104
Austin, TX 78714-9104
Fax: (512) 475-1771
Web: http://www.tdi.state.tx.us
E-mail: ConsumerProtection(a)-tdi.state.tx.us
DISPUTAS SOBRE PRIMAS O RECLAMOS:
Si tiene una disputa concerniente a su prima o a un
reclamo, debe comunicarse con el agente o
Westfield Insurance Company / Ohio Farmers
Insurance Company primero. Si no se resuelve la
disputa, puede entonces comunicarse con el
departamento (TDI).
UNA ESTE AVISO A SU POLIZA: Este aviso es
solo para proposito de informacion y no se
convierte en parte o condicion del documento
adjunto.
THIS POWER OF ATTORNEY SUPERCEDES ANY PREVIOUS POWER BEARING THIS SAME
POWER # AND ISSUED PRIOR TO 09/28/23, FOR ANY PERSON OR PERSONS NAMED BELOW.
General POWER NO. 4220052 06
Power Westfield Insurance Co.
of Attorney Westfield National Insurance Co.
CERTIFIED COPY
Ohio Farmers Insurance Co.
Westfield Center, Ohio
Know All Men by These Presents, That WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO
FARMERS INSURANCE COMPANY, corporations, hereinafter referred to individually as a "Company" and collectively as "Companies,' duly
organized and existing under the laws of the State of Ohio, and having its principal office in Westfield Center, Medina County, Ohio, do by these
presents make, constitute and appoint
CHARLES D. SWEENEY, MICHAEL A. SWEENEY, KYLE W. SWEENEY, ELIZABETH GRAY, DAVID W. SWEENEY, JOINTLY OR
SEVERALLY
of FORT WORTH and State of TX Its true and lawful Attorney(s)-in-Fact, with full power and authority hereby conferred in its name,
place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings, or other instruments or contracts of
suretyship in any penal limit. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • - - - - - - --
LIMITATION: THIS POWER OF ATTORNEY CANNOT BE USED TO EXECUTE NOTE GUARANTEE, MORTGAGE DEFICIENCY, MORTGAGE
GUARANTEE, OR BANK DEPOSITORY BONDS.
and to bind any of the Companies thereby as fully and to the same extent as if such bonds were signed by the President, sealed with the corporate
seal of the applicable Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attorney(s)-in-Fact may do in
the premises. Said appointment is made under and by authority of the following resolution adopted by the Board of Directors of each of the
WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY:
"Be It Resolved, that the President, any Senior Executive, any Secretary or any Fidelity & Surety Operations Executive or other Executive shall
be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attorneys) -in -Fact to represent and act for
and on behalf of the Company subject to the following provisions:
The Attorney -in -Fact. may be given full power and authority for and in the name of and on behalf of the Company, to execute, acknowledge and
deliver, any and all bonds, recognizances, contracts, agreements of indemnity and other conditional or obligatory undertakings and any and all
notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such
Attorney -in -Fact shall be as binding upon the Company as if signed by the President and sealed and attested by the Corporate Secretary"
'Be it Further Resolved, that the signature of any such designated person and the seal of the Company heretofore or hereafter affixed to any
power of attorney or any certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signatures or facsimile
seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached.' (Each adopted at a meeting
held on February 8, 2000).
In Witness Whereof, WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE
COMPANY have caused these presents to be signed by their National Surety Leader and Senior Executive and their corporate seals to be hereto
affixed this 28th day of SEPTEMBER A.D., 2023 .
M„ffIf11NIN111 ,,f1\f 11 Al r,,,III11/I,
corporate ��f•a1yyA�••.ti ,,\`pNA��N., ,NSU '•., WESTFIELD INSURANCE COMPANY
Seals ���,.•••'•• ..�'�p ,••'`��?............ ;sG•: ,r"&.•••• fir% WESTFIELD NATIONAL INSURANCE COMPANY
Affixed` r map n ;moo ' �': �` OHIO FARMERS INSURANCE COMPANY
� �NAATE1Pip 2C
f,�f SEAL ro N SEAL :m; =a: .,V_
• �, •
�y. '�/ • "•q,1 1111111�1•Illl\••'\ /IIINIIII NIf•••'``• By:11'
State of Ohio
County of Medina ss.: Gary Wftumper, Nationa Surety Leader and
Senior Executive
On this 28th day of SEPTEMBER A.D., 2023 , before me personally came Gary W. Stumper to me known, who, being by me duly sworn,
did depose and say, that he resides in Medina, OH; that he is National Surety Leader and Senior Executive of WESTFIELD INSURANCE
COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, the companies described in and which
executed the above instrument; that he knows the seals of said Companies; that the seals affixed to said instrument are such corporate seals; that
they were so affixed by order of the Boards of Directors of said Companies; and that he signed his name thereto by like order.
Notarial \N\00,W l "
Seal \ A L
Affixed
z r
State of Ohio o David A. Kotnik, Attorney at Law, Notary Public
County of Medina ss.: �, q iN,. My Commission Does Not Expire (Sec. 147.03 Ohio Revised Code)
TCofO•'
I, Frank A. Carrino, Secretary of WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS
INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said
Companies, which is still in full force and effect; and furthermore, the resolutions of the Boards of Directors, set out in the Power of Attorney are
in full force and effect.
In Witness Whereof, I have hereunto set my hand and affixed the seals of said Companies at Westfield Center, Ohio, this day of
A.D.,
,•,,fN11f 11N1„I f f 11 lllrrlr,, ,.Ni11111/„ I
`asux,t.�� �� ........
�i^ /j �• r
•SEAL m ; g: : a = -tt: `ljtdw rQ Secretary
�+ •'+.,,I•,,..'°'1, "' '+�' Frank A. C-Airrino, acreta.ry
BPOAC2 (combined) (03.22)
/
/
EXHIBIT E
SPECIAL CONDITIONS
EXCAVATION/COMPACTION SPECIFICATION: All earthwork shall be performed
in accordance with the City of Fort Worth and Owner's geotechnical engineer's
recommendations and specifications for this project. All excavation quantities shall be
defined as in place material (bank yards not truck yards).
2. GOVERNING PUBLIC AUTHORITY SPECIFICATION: All work dedicated to the
Governing Public Authority shall be performed in accordance with their Standard
Construction Details and Specifications. Questions regarding Governing Public
Authority standards and specifications should be referred to the City. If a specification is
not provided for any portion of the Contractor's Work, the Contractor shall notify the
Engineer immediately before commencing said Work.
3. OBSTRUCTIONS: Relocation of franchise poles and underground franchise utilities,
and similar items will be performed by Owner, except where otherwise indicated. The
Contractor shall coordinate and plan his work around such relocation or removal.
4. WATER FOR CONSTRUCTION: All water required shall be furnished by the
Contractor at his expense. Water shall be clean and potable.
., •. ..
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11141
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9. DEWATERING: Dewatering, if required, is not included as a separate pay item and
shall be included subsidiary to the bid items. Contractor shall make determination of
extent of dewatering necessary to complete the project in accordance with the plans and
specifications.
9. DEWATERING: Dewatering, if required, is not included as a separate pay item and
shall be included subsidiary to the bid items. Contractor shall make determination of
extent of dewatering necessary to complete the project in accordance with the plans and
specifications.
IN
12. INSPECTION FEES: The Owner shall be responsible for paying all inspection fees
required by the governing public authority. Contractor shall be responsible for any fees
related to inspector overtime and re -inspections.
13. PERMIT FEES: Contractor shall be responsible for all permit fees, which may include,
but not limited to, batch plant permits, grading permits; water meters for construction,
driveway permits, wall permits, fence permits, and other similar construction permits.
15. DENSITY TESTING DURING EARTHWORK PHASE: The Owner shall pay for all
testing during the earthwork phase of the project, to include providing 79G letter. The
Earthwork Contractor shall work with the testing laboratory in scheduling the tests at the
proper times as recommended by the Owner's geotechnical engineer or City
representative. One set of the report shall be sent to the Engineer.
16. CLEANUP: Each Contractor shall be responsible for making a final cleanup of his work
before final acceptance by the Owner. This cleanup shall include removal of all
objectionable rocks, debris, concrete, asphalt, or other construction materials; and in
general, preparing the premises in an orderly manner and appearance.
_. ONAVA . .
18. STORM WATER POLLUTION PREVENTION: The Owner shall prepare a Storm
Water Pollution Prevention Plan for the project and install or have installed as per
contract, erosion control devices as necessary to comply with the plan and
EPA/TCEQ/MS4 guidelines. The Owner shall provide inspections as required by the
plan and EPA/TCEQ/MS4. It shall be the responsibility of the Contractor to protect all
erosion control devices. Any erosion control damaged shall be immediately repaired at
the Contractor's expense. Contractor shall be responsible for protection of fuel and other
hazardous substances at the site. It is the Contractor's obligation to secure any and all
additional required permits and adhere to all requirements as set forth by, but not limited
to, the EPA, TCEQ, and MS4 agencies. The Contractor shall clean streets of all materials
upon demand of SWPPP inspector or Owner's representative to maintain the project in
good standing with EPA/TCEQ/MS4.
19. TREES: Contractor shall protect all trees unless authorized for removal by Owner.
Owner shall back charge any tree damaged by the Contractor at a rate of $150 per caliper
inch. The Contractor shall not store equipment, vehicles, or materials beneath any tree on
the premises.
20. TREE DISPOSAL: Contractor is responsible for the disposal of all trees removed by
their work. Tree disposal shall be included in all bid items, unless specified in the bid
proposal. Trees shall be disposed of offsite, unless otherwise agreed upon in writing.
21. RECORD DRAWINGS: The Contractor shall furnish and deliver to the Engineer record
drawings (i.e. "as- built" plans) showing any and all field changes. The drawings shall be
provided to Engineer prior to issuance of final Contractor payment. In lieu of record
drawings, if no changes have occurred, Contractor shall submit a written document on
Contractor's letterhead, signed by Contractor Owner or Officer stating that the project
was built according to Engineer's plans with no changes to project.
22. BONDS: Contractor is responsible to pay for, and must provide all necessary bonding as
required by the Owner, the City, and State.
23. HOUSE BILL 89 VERIFICATION. By signing and entering into this agreement
Constructor verifies pursuant to the Government Code Section 2270.001 if does not
boycott Israel during the term of this Agreement.
24. ANTI -TERRORISM VERIFICATION. Contractor hereby represents and warrants that at
the time of this Agreement neither Contractor, nor any wholly -owned subsidiary
majority -owned subsidiary, parent company or affiliate of Contractor (i) engages in
business with Iran, Sudan, or any foreign terrorist organization as described in Chapters
806 or 807 of the Texas Government Code or Subchapter F of Chapter 2252 of the Texas
Comptroller under Sections 806.051.807.051, or 2252.13 of the Texas Government Code.
The term "foreign terrorist organization" has the meaning assigned to such term in
Section 2252.151 of Texas Government Code.
FXTTTRTT F
INVOICING INSTRUCTIONS
1. Invoices must include the Project Name, Invoice Date, Pay Application Number and be
separated by line items shown on Exhibit D of this Contract.
2. Retainage and cumulative billing data must be included on the invoice.
3. Original notarized partial and final lien releases in a format approved by the Owner must
be submitted with all invoices.
4. One (1) original invoice shall be submitted to the Construction Manager/Owner's
Representative and one (1) copy to the Engineer. The Construction Manager/Owner's
Representative shall forward the invoice to the Owner with a recommendation for
approval. The Construction Manager/Owner's Representative will notify the Contractor
of any discrepancies in billing prior to forwarding to the Owner.
5. Invoices shall be submitted by the 25th day of each month.
F.XHTRTT G
SURVEY STAKING PROVIDED BY OWNER
A one-time survey staking shall be provided by the Owner's Surveyor, which will include the
following:
Set initial construction control.
2. Stake lot corners for franchise utility constriction.
EXHIBIT H
PROHIBITION ON BOYCOTTING ISRAEL
PROHIBITION ON BOYCOTTING ISRAEL AND CONTRACTING WITH TERRORIST
ORGANIZATIONS VERIFICATION
This verification is hereby incorporated into the terms of the Contract by and between Owner for
Brookfield Water Control and Improvement District of Denton County and Independent utility Construction, Inc.
entered into this the 21st day of May , 2026.
1.01 Independent Utility Construction, Inc. , in conjunction with the execution of the above -referenced Contract and
in accordance with Chapter 2270 of the Texas Government Code, effective Sept. 1 2017, does
hereby agree, confirm, and verify that it:
A. Does not Boycott Israel; and
B. Will not Boycott Israel during the term of the contract
"Boycott Israel" has the meaning given to it in Chapter 808 of Subtitle A, Title 8 of the Texas
Government Code. As of the effective date of the statute, the term means "refusing to deal
with, terminating business activities with, or otherwise taking any action that is intended to
penalize, inflict economic harm on, or limit commercial relations specifically with Israel, or
with a person or entity doing business in Israel or in an Israeli -controlled territory, but does not
include an action make for ordinary business purposes."
1.02 Contractor hereby certifies that it is not a entity that contracts with or provides supplies or
services to a foreign terrorist organization, as defined by Section 2252.151(2), Texas
Government Code, and has not been identified as a company known to have contracts with or
provide supplies or services to a foreign terrorist organization as identified on a list prepared
and maintained under Section 806.051, 807.051, or 2252.153, Texas Government Code.
1.03 Contractor hereby acknowledges and agrees that this verification is a material term of the
contract and Owner is expressly relying on this verification in agreeing to enter into the
contract with Contractor.
1.04 TO THE MAXIMUM EXTENT PERMITTED BY LAW, CONTRACTOR AGREES TO
INDEMNIFY, DEFEND AND HOLD HARMLESS OWNER FROM ALL CLAIMS,
CAUSES OF ACTION, LEGAL PROCEEDINGS, DAMAGES, COSTS, FEES AND
EXPENSES ARISING OUT OF OR RELATED TO AN ACTUAL OR ALLEGED
MISREPRESENTATION BY CONTRACTOR PROVIDED EUNDER.
Contractor Signature
State of Texas
County of Tarrant
Before me, a notary public, on this day personally appeared
Richard Wolfe , known to me to be the person whose name is
subscribed to the foregoing document and, being by me first duly sworn, declared that the statements
therein contained in Paragraph 1.01 A and B and Paragraph 1.02 are true and corr t
��•�v�r"''�., CHRISTINAGARCIA
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gp ' '': : Notary Public, State of Texas
Comm. Expires 12-20-2028
'�.,,,?;,��•� Notary ID 130940785
Notary Public's Signature
Receipt and incorporation into the above -referenced contract hereby agreed to and acknowledged by:
Owner Signature
EXHIBIT I
FORM 1295
CERTIFICATE OF INTERESTED PARTIES
FORM 1295
1of1
Complete Nos. 1- 4 and 6 if there are interested parties.
OFFICE USE ONLY
Complete Nos. 1, 2, 3, 5, and 6 if there are no interested parties.
CERTIFICATION OF FILING
Certificate Number:
1 Name of business entity filing form, and the city, state and country of the business entity's place
of business.
2026-1465926
Independent Utility Construction Inc
Fort Worth, TX United States
Date Filed:
05/21/2026
2 Name of governmental entity or state agency that is a party to the contract for which the form is
being filed.
DR Horton of TX/Brookfield Water Control & Improvement District of Denton County CoFW
Date Acknowledged:
3 Provide the identification number used by the governmental entity or state agency to track or identify the contract, and provide a
description of the services, goods, or other property to be provided under the contract.
CPN 105545
Street Light Improvements
4
Name of Interested Party
City, State, Country (place of business)
Nature of interest
(check applicable)
Controlling
I Intermediary
Wolfe, Richard
Fort Worth, TX United States
X
Wolfe, Molly
Fort Worth, TX United States
X
Wolfe, Clifton M.
Fort Worth, TX United States
X
5 Check only if there is NO Interested Party. ❑
6 UNSWORN DECLARATION
My name is Richard Wolfe and my date of birth is 05/09/1968
My address is 5109 Sun Valley Drive Fort Worth TX 1 76119 USA
(city) (state) (zip code) (country)
I declare under penalty of perjury that the foregoing is true and correct.
Executed in Tarrant County, State of Texas on the 21Stday of May 20 26
(month) (year)
Signature of authorized agent of contracting business entity
(Declarant)
Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V4.1.0.db93d4f8
EXHIBIT I
GEOTECHNICAL REPORT
ALPHA /'kT E S T I N G Geotechnical
Construction Materials
Environmental
A Universal Engineering Sciences Company TBPELS Firm No. 813
June 22, 2023
D.R. Horton — Texas, Ltd. (DFW West Division)
6751 North Freeway, Building A
Fort Worth, Texas 76131
Attention: Mr. Jonathan Thompson, P.E.
Re: Pavement Subgrade Recommendations
Lonestar at Liberty Trails Phases 1 and 2
Off Highway 114
Fort Worth, Texas
ALPHA Report No. W222864-A-revl
5058 Brush Creek Road I Tel: 817.496.5600
Fort Worth, Texas 76119 Fax: 817.496.5608
www.alphatesting.com
Submitted herein are the recommendations for pavement subgrade preparation for public streets
at the subject subdivision. The site is generally located north of Highway 114 and about 1/2 mile
west of Ben Bert Road in Fort Worth, Texas. This study was authorized by Mr. Justin Bosworth
on September 30, 2022 and performed in accordance with ALPHA Proposal No. 93570, dated
September 29, 2022. A report containing recommendation for residential foundations and
general construction and earthwork guidelines was issued under a separate cover (ALPHA
Report No. W222864, dated June 1, 2023). This letter is an extension of the residential
foundation report and should not be considered separately.
The purpose of this study is to develop pavement sections for the planned streets in the subject
subdivision in accordance with the City of Fort Worth Pavement Design Manual (January 2015).
We understand the proposed streets within the subdivision could be classified as "Residential -
Urban", "Collector" or "Arterial", as described in the referenced manual.
PURPOSE AND SCOPE
The purpose of this geotechnical exploration is for ALPHA TESTING, LLC (ALPHA) to
evaluate for D.R. Horton — Texas, Ltd. (DFW West Division) (Client) some of the physical and
engineering properties of subsurface materials at selected locations on the subject site with
respect to formulation of appropriate geotechnical design parameters for the proposed pavement.
The field exploration was accomplished by securing subsurface samples from widely spaced test
borings performed across the expanse of the site. Engineering analyses were performed from
results of the field exploration and results of laboratory tests performed on representative
samples.
Also included are general comments pertaining to reasonably anticipated construction problems
and recommendations concerning earthwork and quality control testing during construction.
This information can be used to evaluate subsurface conditions and to aid in ascertaining
construction meets project specifications.
Recommendations provided in this report were developed from information obtained in test
borings depicting subsurface conditions only at the specific boring locations and at the particular
time designated on the logs. Subsurface conditions at other locations may differ from those
observed at the boring locations, and subsurface conditions at boring locations may vary at
ALHA Report No. W222864-A-revl
different times of the year. The scope of work may not fully define the variability of subsurface
materials and conditions that are present on the site.
The nature and extent of variations between borings may not become evident until construction.
If significant variations then appear evident, our office should be contacted to re-evaluate our
recommendations after performing on -site observations and possibly other tests.
SUMMARY OF RECOMMENDATIONS
Table A contains a summary of pavement section requirements for proposed streets at the subject
proj ect.
TABLE A
Summary of Pavement Section Requirements
Street Classification
Residential -Urban
Collector
Arterial
PCC Pavement Thickness(m) placed
on lime stabilized subgrade soil
6
71/2
10
28-day Concrete Compressive Strength (psi)
3,600
3,600
3,600
Subgrade Treatment
6 inches Lime
8 inches Lime
8 inches Lime
Application Rate (lbs per sq yd)
32
42
42
Reinforcing Bar No.
3
3
4
Reinforcing Bar Spacing (in)
18
18
18
Further recommendations and analyses used to develop the summary in Table A are provided
further in this report.
FIELD EXPLORATION
Subsurface conditions on the site were explored by drilling a total of 222 test borings to depths
of about 15 ft to 20 ft each. The test borings were performed in general accordance with ASTM
D 420 using standard rotary drilling equipment. The approximate location of each boring is
shown on the attached Boring Location Plan, Figure IA, 113 and 1C.
Subsurface types encountered during the field exploration are presented on the attached Log of
Boring sheets (boring logs). These boring logs contain our Field Technician's and Engineer's
interpretation of conditions believed to exist between actual samples retrieved. Therefore, the
boring logs contain both factual and interpretive information. Lines delineating subsurface strata
on the boring logs are approximate and the actual transition between strata may be gradual.
ALHA Report No. W222864-A-revl
/X
LABORATORY TESTS
Selected samples of the subsurface materials were tested in the laboratory to evaluate their
engineering properties as a basis in providing recommendations for pavement sections design
and earthwork construction. The following laboratory tests were performed to facilitate
pavement section recommendations:
Moisture Content (ASTM D 2216)
• Atterberg-Limits (ASTM D 4318)
• Unconfined Compressive Strength (ASTM D 2166)
• Sulfate Content (TX-145-E Part II)
• Lime Series (Plasticity Index vs. Lime Content)
GENERAL SUBSURFACE CONDITIONS
Based on geological maps available from the Bureau of Economic Geology, published by The
University of Texas at Austin, the project site lies within the undivided Fort Worth Limestone
and Duck Creek formation. This undivided formation generally consists of alternating layers of
limestone and marl (limey shale). Residual overburden soils associated with these undivided
formations generally consist of clay soils characterized by moderate to high shrink -swell
potential.
Subsurface conditions encountered in the borings generally consisted of clay and/or clayey
gravel to depths of about 1 ft to 17 ft below the ground surface underlain by weathered limestone
and/or limestone extending to the 15 ft or 20 ft termination depths of the borings. Layers of
limestone about 1 ft to 9 ft thick was encountered between the clay layers in Borings 4, 5, 8, 83,
85 and 185 at depths of about 2 ft to 7 ft below the ground surface. More detailed stratigraphic
information is presented on the attached Log of Boring sheets.
Most of the materials encountered in the borings are considered relatively impermeable and are
anticipated to have a relatively slow response to water movement. Therefore, several days of
observation would be required to evaluate actual groundwater levels within the depths explored.
Also, the groundwater level at the subject site is anticipated to fluctuate seasonally depending on
the amount of rainfall, prevailing weather conditions, and subsurface drainage characteristics.
Groundwater was encountered on drilling tools during drilling in Borings 40, 47, 57, 68 and 119
at depths of about 4 ft to 16 ft below the ground surface. Groundwater was observed upon
completion of drilling in these borings at depths of about 4 ft to 17 ft. Free groundwater was not
encountered in the remaining borings. However, it is common to encounter seasonal
groundwater from natural fractures within the clayey matrix, at the soil/rock (limestone)
interface or from fractures in the rock, particularly during or after periods of precipitation. If
more detailed groundwater information is required, monitoring wells or piezometers can be
installed.
Further details concerning subsurface materials and conditions encountered can be obtained from
the attached boring logs.
ALHA Report No. W222864-A-revl
ENGINEERING ANALYSIS AND RECOMENDATIONS
/X
Calculations used to determine the required pavement thickness are based only on the physical
and engineering properties of the materials and conventional thickness determination procedures.
Related civil design factors such as subgrade drainage, shoulder support, cross -sectional
configurations, surface elevations, joint design and environmental factors will significantly affect
the service life and must be included in preparation of the construction drawings and
specifications but were not included in the scope of this study. Normal periodic maintenance
will be required for all pavement to achieve the design life of the pavement system.
Pavement Subgrade Preparation
Based on review of the borings it is expected the pavement subgrade could consist of clay or
similar onsite materials used for grading the site. Limestone could be exposed at the surface in
some areas. Since the subgrade conditions and required treatments could vary along the
proposed road alignment, ALPHA should be retained to observe construction to verify
conditions are as expected. Also, we should be provided with the final grading plan for review
prior to construction to verify or modify in writing the recommendations contained in this report.
The exposed clayey surface soils should be scarified to a depth of 6 inches and 8 inches for
Residential Urban and Collector/Arterial streets, respectively. Residential Urban streets should
be mixed with a minimum 32 lbs per sq yard of hydrated lime (by dry soil weight) in
conformance with TxDOT Standard Specifications Item 260. Collector/Arterial streets should be
mixed with a minimum 42 lbs per sq yard of hydrated lime (by dry soil weight) in conformance
with TxDOT Standard Specifications Item 260. The recommended application rate equates to
about 7 percent lime based on a dry soil unit weight of 100 pcf. The results of a lime series test
performed on a representative clay sample are attached (Figure 2).
We recommend lime stabilization procedures extend at least 1 ft beyond the edge of the
pavement to reduce effects of seasonal shrinking and swelling upon the extreme edges of
pavement. The soil -lime mixture should be compacted to at least 95 percent of standard Proctor
maximum dry density (ASTM D 698) and within the range of 0 to 4 percentage points above the
mixture's optimum moisture content. In all areas where hydrated lime is used to stabilize
subgrade soil, routine Atterberg-limit tests should be performed to verify the resulting plasticity
index of the soil -lime mixture is at/or below 15.
Mechanical lime stabilization of the pavement subgrade soil will not prevent normal seasonal
movement of the underlying untreated materials. Pavement and other flatwork constructed at
final grades could experience soil -related potential seasonal movements of up to about 6 inches
depending on the depth of limestone from final grade as discussed in the referenced foundation
report (ALPHA Report No. W222864).
Lime stabilization of the pavement subgrade is not required where the pavement subgrade
consists of limestone. In pavement areas where limestone is exposed after final subgrade
elevation is achieved, on -site lime stabilized clay cuttings, on -site processed limestone cuttings,
or flexible base material could be used as a leveling course (as needed) to provide a smooth
surface for placement of the pavement.
4
ALHA Report No. W222864-A-revl
/X
A California Bearing Ratio (CBR) test was not performed for this specific project. Based on our
experience with similar projects, we anticipate the CBR for native subgrade material is estimated
to be between 2.0 and 3.0. Following improvement with lime, the CBR value for the lime
stabilized clayey soils is expected to be at least 10.
Portland Cement Concrete Pavement Section
Using the 1993 AASHTO pavement design procedures (WinPAS computer program distributed
by American Concrete Pavement Association), the following design parameters were used in
analyses of the PCC pavement section.
• Compressive strength of concrete
• Modulus of Elasticity
• Modulus of Rupture
• Modulus of Subgrade Reaction*
• Load Transfer Co -efficient
• Drainage Coefficient
• Initial PSI
• Terminal PSI for
• Standard Deviation
• Reliability
3,600 psi at 28 days
4,000,000 psi
620 psi
280 pci
3.0
1.0
4.5
2.0 (Residential Urban)
2.25 (Collector)
2.5 (Arterial)
0.39
85 percent
*Subgrade prepared with lime stabilization, or graded limestone as discussed in the previous
section.
Using the Street Classification of "Residential -Urban" as described in the referenced Fort Worth
Pavement Design Manual, it is estimated annual traffic volume will be about 35,000 Equivalent
Single Axle Loads (ESALs) in one direction over a 25-year design life with 0.5 percent annual
traffic growth. Based on this, we estimate the cumulative ESALs over the design life of the
Residential Urban street pavement to be about 930,000.
Using the Street Classification of "Collector" as described in the referenced Fort Worth
Pavement Design Manual, the annual traffic volume will be about 100,000 Equivalent Single
Axle Loads (ESALs) in one direction over a 25-year design life with 1.5 percent annual traffic
growth. Based on this, we estimate the cumulative ESALs over the design life of the pavement
to be about 3,000,000.
Using the Street Classification of "Arterial" as described in the referenced Fort Worth Pavement
Design Manual, the annual traffic volume will be about 300,000 Equivalent Single Axle Loads
(ESALs) in one direction over a 30-year design life with 2.5 percent annual traffic growth.
Based on this, we estimate the cumulative ESALs over the design life of the pavement to be
about 13,000,000.
If the actual expected traffic volume is different than used for our analysis herein, our office
should be provided with the actual expected traffic volume so that we can re-evaluate our
recommendations.
67
ALHA Report No. W222864-A-revl
Based on the subgrade preparations recommended herein, the projected traffic volume and stated
design parameters, a minimum 6-inch section of Portland cement concrete is required for
Residential Urban classified streets, a minimum 71/z-inch section of Portland cement concrete is
required for Collector classified streets and a minimum 10-inch section of Portland cement
concrete is required for Arterial classified streets at this project.
PCC should have a minimum 3,600 psi compressive strength at 28 days. The concrete section
should be placed over a properly prepared subgrade as discussed herein. Concrete should be
designed with 5 ± 1 percent entrained air. Reinforcing steel for concrete pavement should be in
accordance with Table 4.1 of the referenced Pavement Design Manual. Joints and saw -cutting in
concrete should be in accordance with Section Four of the referenced Pavement Design Manual.
Drainage and Maintenance
Routine maintenance, including sealing of cracks and joints should be performed over the life of
the pavement. Adequate drainage should be provided to reduce seasonal variations in the
moisture content of subgrade soils. Maintaining positive surface drainage throughout the life
of the pavement is essential.
Soluble Sulfates
A total of 22 samples obtained from the borings were tested for soluble sulfate concentrations.
Results of the laboratory testing (TxDOT Test Method TEX-145-E Part II) are summarized in
Table B.
TABLE B
Soluble Sulfates
Sample
No.
Boring
No.
Depth,
ft
Material Type
Soluble Sulfate,
m /K m
1
2
0-2
Dark Brown CLAY
61
2
17
0-2
Dark Brown CLAY
84
3
28
0-2
Dark Brown CLAY
48
4
38
2-4
Dark Brown CLAY
44
5
49
0-2
Dark Brown CLAY
88
6
56
0-2
Dark Brown CLAY
49
7
60
0-2
Dark Brown CLAY
111
8
74
0-2
Dark Brown CLAY
59
9
83
0-2
Dark Brown CLAY
33
10
95
0-2
Dark Brown CLAY
64
11
103
0-2
Dark Brown CLAY
54
12
116
2-4
Dark Brown CLAY
45
13
125
2-4
Dark Brown CLAY
44
14
144
0-2
Dark Brown CLAY
52
15
165
0-2
Dark Brown CLAY
38
C.
ALHA Report No. W222864-A-revl
/X
16
175
2-4
Dark Brown CLAY
15
17
183
2-4
Tan CLAY
76
18
199
2-4
Brown CLAY
43
19
211
0-2
Dark Brown CLAY
30
20
218
2-4
Light Brown CLAY
22
21
222
4-6
Dark Brown CLAY
34
22
225
2-4
Dark Brown CLAY with limestone fragments
183
Based on the results of laboratory testing, the soluble sulfate content measured in the samples
tested is considered relatively low (<3,000 ppm). It should be noted that concentrations of
soluble sulfates in soil are typically very localized and concentrations in other areas of the site
could vary significantly. Therefore, it is recommended sulfate sampling/testing be performed
along the pavement subgrade during construction. During construction, experienced
geotechnical personnel should make close observations for possible sulfate reactions.
GENERAL CONSTRUCTION PROCEDURES AND RECOMMENDATIONS
Variations in subsurface conditions could be encountered during construction. To permit
correlation between test boring data and actual subsurface conditions encountered during
construction, it is recommended a registered Professional Engineering firm be retained to
observe construction procedures and materials.
Some construction problems, particularly degree or magnitude, cannot be reasonably anticipated
until the course of construction. The recommendations offered in the following paragraphs are
intended not to limit or preclude other conceivable solutions, but rather to provide our
observations based on our experience and understanding of the project characteristics and
subsurface conditions encountered in the borings.
Site Preparation and Grading
As discussed in Section 2.0 of the referenced report, stockpiles of fill were observed in the
vicinity of Borings 53, 61, 62, 70, 71 and 191. Although not encountered in the borings, existing
fill materials could contain organics, boulders, rubble and other debris which could be
encountered during site grading and general excavation. The earthwork and excavation contracts
should contain provision for removal of unsuitable materials in the existing fill. Test pit
excavations performed prior to construction can be used to evaluate the depth, lateral extent and
composition of uncontrolled fill at this site. ALPHA would be pleased to provide this service if
desired.
Limestone was encountered within 4 ft of existing grade in several of the borings could be
encountered during general excavation at this site. From our experience, this limestone can be
hard and difficult to excavate. Rock excavation methods (including, but not limited to rock
teeth, rippers, jack hammers, or sawcutting) may be required to remove the limestone. Crushing
equipment may be required to process this limestone if it is desired to use this material as
compacted fill on the site. The contractor selected should have experience with excavation in
hard limestone.
All areas supporting pavement or areas to receive new fill should be properly prepared.
VA
ALHA Report No. W222864-A-revl
/X
After completion of the necessary stripping, clearing, and excavating and prior to placing any
required fill, the exposed subgrade should be carefully evaluated by probing and testing. Any
undesirable material (organic material, wet, soft, or loose soil) still in place should be removed.
The exposed subgrade should be further evaluated by proof -rolling with a heavy pneumatic tired
roller, loaded dump truck or similar equipment weighing approximately 25 tons to check for
pockets of soft or loose material hidden beneath a thin crust of possibly better soil. Proof -rolling
procedures should be observed routinely by a Professional Engineer or his designated
representative. Any undesirable material (organic material, wet, soft, or loose soil) exposed from
the proof -roll should be removed and replaced with well -compacted material as outlined in the
Fill Compaction section.
Prior to placement of any fill, the exposed subgrade should then be scarified to a minimum depth
of 6 inches and recompacted as outlined in the Fill Compaction section.
If fill is to be placed on existing slopes (natural or constructed) steeper than six horizontal to one
vertical (6:1), the fill materials should be benched into the existing slopes in such a manner as to
provide a minimum bench width of five (5) ft. This should provide a good contact between the
existing soils and new fill materials, reduce potential sliding planes, and allow relatively
horizontal lift placements.
Even if fill is properly compacted as recommended in the Fill Compaction section, fills in excess
of about 10 ft are still subject to settlements over time of up to about 1 to 2 percent of the total
fill thickness. This should be considered when planning or placing deep fills.
Slope stability analysis of embankments (natural or constructed) and global stability analysis for
retaining walls was not within the scope of this study.
The contractor is responsible for designing any excavation slopes, temporary sheeting or shoring.
Design of these structures should include any imposed surface surcharges. Construction site
safety is the sole responsibility of the contractor, who shall also be solely responsible for the
means, methods and sequencing of construction operations. The contractor should also be aware
that slope height, slope inclination or excavation depths (including utility trench excavations)
should in no case exceed those specified in local, state and/or federal safety regulations, such as
OSHA Health and Safety Standard for Excavations, 29 CFR Part 1926, or successor regulations.
Stockpiles should be placed well away from the edge of the excavation and their heights should
be controlled so they do not surcharge the sides of the excavation. Surface drainage should be
carefully controlled to prevent flow of water over the slopes and/or into the excavations.
Construction slopes should be closely observed for signs of mass movement, including tension
cracks near the crest or bulging at the toe. If potential stability problems are observed, a
geotechnical engineer should be contacted immediately. Shoring, bracing or underpinning
required for the project (if any) should be designed by a professional engineer registered in the
State of Texas.
Due to the nature of the clay soils found near the surface at most of the borings, traffic of heavy
equipment (including heavy compaction equipment) may create pumping and general
deterioration of shallow soils. Therefore, some construction difficulties should be anticipated
during periods when these soils are saturated.
8
ALHA Report No. W222864-A-revl
/X
Fill Compaction
The following compaction recommendations pertain to general filling and site grading. The
pavement subgrade should be prepared as discussed in the Pavement Subgrade Preparation
section.
Clay soils with a plasticity index equal to or greater than 25 should be compacted to a dry density
between 93 and 98 percent of standard Proctor maximum dry density (ASTM D 698). The
compacted moisture content of the clays during placement should be within the range of 2 to 6
percentage points above optimum.
Clay soils with a plasticity index less than 25 should be compacted to a dry density of at least 95
percent of standard Proctor maximum dry density (ASTM D 698) and within the range of 1
percentage point below to 3 percentage points above the material's optimum moisture content.
Clayey materials used as fill should be processed and the largest particle or clod should be less
than 6 inches prior to compaction.
Processed limestone used as fill should be compacted to at least 95 percent of standard Proctor
maximum dry density. The compacted moisture content of the processed limestone is not
considered crucial to proper performance. However, if the material's moisture content during
placement is within 3 percentage points of optimum, the compactive effort required to achieve
the minimum compaction criteria may be minimized. Individual rock pieces larger than 6 inches
in dimension should not be used as fill. However, if rock fill is utilized within 3 ft below the
bottom of floor slabs, the maximum allowable size of individual rock pieces should be reduced
to 3 inches. Processed limestone used as fill should incorporate sufficient fines to prevent the
presence of voids around larger diameter rock pieces. A gradation of at least 40 percent passing
a standard No. 4 sieve is recommended.
Where mass fills are deeper than 10 ft, the fill/backfill below 10 ft should be compacted to at
least 100 percent of standard Proctor maximum dry density (ASTM D-698) and within 2
percentage points of the material's optimum moisture content. The portion of the fill/backfill
shallower than 10 ft should be compacted as outlined herein.
Compaction should be accomplished by placing fill in about 8-inch thick loose lifts and
compacting each lift to at least the specified minimum dry density. Field density and moisture
content tests should be performed on each lift.
In general site grading areas where final fill slopes will be four horizontal to one vertical (4:1) or
steeper and greater than 5 ft in height, field density and moisture content tests should be
performed on each lift.
Utilities
Where utility lines are deeper than 10 ft, the fill/backfill below 10 ft should be compacted to at
least 100 percent of standard Proctor maximum dry density (ASTM D 698) and within —2 to +2
percentage points of the material's optimum moisture content. The portion of the fill/backfill
shallower than 10 ft should be compacted as previously outlined. Density tests should be
o:
ALHA Report No. W222864-A-revl
/X
performed on each lift (maximum 12-inch thick) and should be performed as the trench is being
backfilled.
Even if fill is properly compacted, fills in excess of about 10 ft are still subject to settlements over
time of up to about I to 2 percent of the total fill thickness. This should be considered when
designing pavement over utility lines and/or other areas with deep fill.
If utility trenches or other excavations extend to or beyond a depth of 5 ft below construction
grade, the contractor or others shall be required to develop an excavation safety plan to protect
personnel entering the excavation or excavation vicinity. The collection of specific geotechnical
data and the development of such a plan, which could include designs for sloping and benching
or various types of temporary shoring, is beyond the scope of this study. Any such designs and
safety plans shall be developed in accordance with current OSHA guidelines and other
applicable industry standards.
Groundwater
Groundwater was encountered in Borings 40, 47, 57, 68 and 119 at depths of about 4 ft to 16 ft
below the ground surface. Groundwater was not encountered in the remaining borings.
However, from our experience, shallower seepage could be encountered from the subsurface
stratigraphy in excavations for pavement, utilities and other general excavations at this site. The
risk of seepage increases with depth of excavation and during or after periods of precipitation.
Standard sump pits and pumping may be adequate to control seepage on a local basis.
In any areas where cuts are made, attention should be given to possible seasonal water seepage
that could occur through natural cracks and fissures in the newly exposed stratigraphy. The risk
of seepage is increased where limestone is exposed in excavations or is near final grade. In these
areas subsurface drains may be required to intercept seasonal groundwater seepage. The need
for these or other dewatering devices should be carefully addressed during construction. Our
office could be contacted to visually observe final grades to evaluate the need for such drains.
LIMITATIONS
Professional services provided in this geotechnical exploration were performed, findings
obtained, and recommendations prepared in accordance with generally accepted geotechnical
engineering principles and practices. The scope of services provided herein does not include an
environmental assessment of the site or investigation for the presence or absence of hazardous
materials in the soil, surface water or groundwater. ALPHA, upon written request, can be
retained to provide same.
ALPHA is not responsible for conclusions, opinions or recommendations
made by others based on this data. Information contained in this report is intended for the
exclusive use of the Client (and their designated design representatives), and is related solely to
design of the specific structures outlined on the cover page of this report. No party other than the
Client (and their designated design representatives) shall use or rely upon this report in any
manner whatsoever unless such party shall have obtained ALPHA's written acceptance of such
intended use. Any such third party using this report after obtaining ALPHA's written acceptance
shall be bound by the limitations and limitations of liability contained herein, including
ALPHA's liability being limited to the fee paid to it for this report. Recommendations presented
10
ALHA Report No. W222864-A-revl
in this report should not be used for design of any other structures except those specifically
described in this report. In all areas of this report in which ALPHA may provide additional
services if requested to do so in writing, it is presumed that such requests have not been made if
not evidenced by a written document accepted by ALPHA. Further, subsurface conditions can
change with passage of time. Recommendations contained herein are not considered applicable
for an extended period of time after the completion date of this report. It is recommended our
office be contacted for a review of the contents of this report for construction commencing more
than one (1) year after completion of this report. Non-compliance with any of these
requirements by the Client or anyone else shall release ALPHA from any liability resulting from
the use of, or reliance upon, this report.
Recommendations provided in this report are based on our understanding of information
provided by the Client about characteristics of the project. If the Client notes any deviation from
the facts about project characteristics, our office should be contacted immediately since this may
materially alter the recommendations. Further, ALPHA is not responsible for damages resulting
from workmanship of designers or contractors and it is recommended the Owner retain qualified
personnel, such as a Geotechnical Engineering firm, to verify construction is performed in
accordance with plans and specifications.
CLOSING
All recommendations in the referenced geotechnical report remain unchanged unless specifically
modified herein. We appreciate the opportunity to be of service. Please contact us with any
questions or comments.
Sincerely,
ALPHA TESTING, LLC
June 22, 2023
Karina Cohuo
Geotechnical Project Manager
BJH/kc
Copies: (I-PDF) Client
450�/400__ I
Brian J. Hoyt, P.E.
Regional Manager
Attachments: Boring Location Plan — Figure 1A, 1B and I
Mechanical Lime Series — Figure 2
WinPAS Analysis Results
Log of Borings
Key to Soil Symbols and Classifications
11
eed •
B,46W B-4
I�
-53\ . B-54
P-34
PAVEMENT RECOMMENDATIONS
LONESTAR AT LIBERTY TRAILS
PHASES 1 AND 2
OFF HIGHWAY 114
DENTON, TEXAS
ALPHA PROJECT NO. W222864-A
Ii-SCr R_'2't
B-41- . B-42 '. B-43
ALPHA #kTESTING
WHERE IT ALL BEGINS
FIGURE IA
BORING LOCATION PLAN
APPROXIMATE PRELIMINARY BORING
LOCATION (W212026)
APPROXIMATE BORING LOCATION
BORINGS INACCESSIBLE
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HIGHWAY 114
PAVEMENT RECOMMENDATIONS
LONESTAR AT LIBERTY TRAILS
PHASES 1 AND 2
OFF HIGHWAY 114
DENTONJEXAS
ALPHA PROJECT NO. W222864-A
TESTING
WHERE li ALL BEGINS
FIGURE 1 C
APPROXIMATE BORING LOCATION
BORING LOCATION PLAN
ALPHA/\TESTING
WHERE IT ALL BEGINS
Geotechnical • Construction Materials • Environmental • TBPE Firm No. 813
REPORT OF MECHANICAL LIME SERIES RESULTS
Project No: W222864
Date: 11 /30/22
% Lime 0% 4% 6% 8% 10%
PI 46 21 16 12 10
70
65
60
55
50
45
40
d 35
30
25
20
15
10
5
0 4
0% 1% 2% 3% 4% 5% 6% 7% 8% 9% 10% 11% 12% 13% 14% 15%
Percent Dry Weight of Lime
FIGURE 2A
ALPHA/\TESTING
WHERE IT ALL BEGINS
Geotechnical • Construction Materials • Environmental • TBPE Firm No. 813
REPORT OF MECHANICAL LIME SERIES RESULTS
Project No: W222864
Date: 12/12/22
% Lime 0% 4% 6% 8% 10%
PI 39 17 13 9 5
70
65 i
60 f
55
50
45
40
d 35
25
20
15
10
5
0141
0% 1% 2% 3% 4% 5% 6% 7% 8% 9% 10% 11% 12% 13% 14% 15%
Percent Dry Weight of Lime
FIGURE 213
ALPHA/\TESTING
WHERE IT ALL BEGINS
Geotechnical • Construction Materials • Environmental • TBPE Firm No. 813
REPORT OF MECHANICAL LIME SERIES RESULTS
Project No: W222864
Date: 11 /30/22
% Lime 0% 4% 6% 8% 10%
PI 37 14 11 9 6
70
65 i
60 f
55
50
45
40
d 35
30
25
20
15
10
77
0
0% 1% 2% 3% 4% 5% 6% 7% 8% 9% 10% 11% 12% 13% 14% 15%
Percent Dry Weight of Lime
FIGURE 2C
ALPHA/\TESTING
WHERE IT ALL BEGINS
Geotechnical • Construction Materials • Environmental • TBPE Firm No. 813
REPORT OF MECHANICAL LIME SERIES RESULTS
Project No: W222864
Date: 05/04/23
% Lime 0% 4% 6% 8% 10%
PI 39 18 15 11 9
70
65
60 4
55
50
45
40
d 35
30
25
20
15 0
10
5
0
0% 1% 2% 3% 4% 5% 6% 7% 8% 9% 10% 11% 12% 13% 14% 15%
Percent Dry Weight of Lime
FIGURE 2D
ALPHA/\TESTING
WHERE IT ALL BEGINS
Geotechnical • Construction Materials • Environmental • TBPE Firm No. 813
REPORT OF MECHANICAL LIME SERIES RESULTS
Project No: W222864
Date: 05/09/23
% Lime 0% 4% 6% 8% 10%
PI 43 28 16 12 10
70
65
60
55
50
45
40
d 35
30
25
20
15
10
4- :#
0
0% 1% 2% 3% 4% 5% 6% 7% 8% 9% 10% 11% 12% 13% 14% 15%
Percent Dry Weight of Lime
FIGURE 2E
WinPAS
Pavement Thickness Design According to
1993 AASHTO Guide for Design of Pavements Structures
American Concrete Pavement Association
Rigid Design Inputs
Agency:
City of Fort Worth
Company:
Alpha Testing Inc.
Contractor:
Project Description:
Residential Pavement Analysis
Location:
Fort Worth, TX
Rigid Pavement Design/Evaluation
PCC Thickness
5.91
inches
Load Transfer, J
3.00
Design ESALs
930,000
Mod. Subgrade Reaction, k
280 psi/in
Reliability
85.00
percent
Drainage Coefficient, Cd
1.00
Overall Deviation
0.39
Initial Serviceability
4.50
Modulus of Rupture
620
psi
Terminal Serviceability
2.00
Modulus of Elasticity
4,000,000
psi
Modulus of Subarade Reaction (k-value) Determination
Resilient Modulus of the Subgrade 0.0 psi
Resilient Modulus of the Subbase 0.0 psi
Subbase Thickness 0.00 inches
Depth to Rigid Foundation 0.00 feet
Loss of Support Value (0,1,2,3) 0.0
Modulus of Subgrade Reaction 280.00 psi/in
Thursday, April 23, 2015 1:12:04PM Engineer:
WinPAS
Pavement Thickness Design According to
1993 AASHTO Guide for Design of Pavements Structures
American Concrete Pavement Association
Rigid Design Inputs
Agency: City of Fort Worth
Company: Alpha Testing Inc.
Contractor:
Project Description: Collector Pavement Analysis
Location: Fort Worth, TX
Rigid Pavement Design/Evaluation
PCC Thickness
7.52 inches
Load Transfer, J
3.00
Design ESALs
3,000,000
Mod. Subgrade Reaction, k
280 psi/in
Reliability
85.00 percent
Drainage Coefficient, Cd
1.00
Overall Deviation
0.39
Initial Serviceability
4.50
Modulus of Rupture
620 psi
Terminal Serviceability
2.25
Modulus of Elasticity
4,000,000 psi
Modulus of Subarade Reaction (k-value) Determination
Resilient Modulus of the Subgrade 0.0 psi
Resilient Modulus of the Subbase 0.0 psi
Subbase Thickness 0.00 inches
Depth to Rigid Foundation 0.00 feet
Loss of Support Value (0,1,2,3) 0.0
Modulus of Subgrade Reaction 280.00 psi/in
Thursday, April 23, 2015 1:11:04PM Engineer:
WinPAS
Pavement Thickness Design According to
1993 AASHTO Guide for Design of Pavements Structures
American Concrete Pavement Association
Rigid Design Inputs
Agency:
City of Fort Worth
Company:
Alpha Testing Inc.
Contractor:
Project Description:
Arterial Pavement Analysis
Location:
Fort Worth, TX
Rigid Pavement Design/Evaluation
PCC Thickness
9.87 inches
Load Transfer, J
3.00
Design ESALs
13,000,000
Mod. Subgrade Reaction, k
280 psi/in
Reliability
85.00 percent
Drainage Coefficient, Cd
1.00
Overall Deviation
0.39
Initial Serviceability
4.50
Modulus of Rupture
620 psi
Terminal Serviceability
2.50
Modulus of Elasticity
4,000,000 psi
Modulus of Subarade Reaction (k-value) Determination
Resilient Modulus of the Subgrade 0.0 psi
Resilient Modulus of the Subbase 0.0 psi
Subbase Thickness 0.00 inches
Depth to Rigid Foundation 0.00 feet
Loss of Support Value (0,1,2,3) 0.0
Modulus of Subgrade Reaction 280.00 psi/in
Thursday, April 23, 2015 1:09:59PM Engineer:
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 12
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212026
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. Location: Denton, Texas
Project: Strader and Tally Tract - 483.9 acres Surface Elevation:
Start Date: 8/17/2021 End Date: 8/17/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
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GROUND WATER OBSERVATIONS
/On Rods (ft): NONE
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MATERIAL DESCRIPTION
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Dark Brown CLAY with limestone fragments
4.0
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5
10
Tan CLAY with calcareous deposits
10.0
3.75
3.5
3.5
16
15
19
57
17
40
0.3
Tan LIMESTONE with clay seams and layers
14.0
15
20
Gray LIMESTONE with shale seams
20.0
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100/
0.5"
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TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: 13
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212026
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. Location: Denton, Texas
Project: Strader and Tally Tract - 483.9 acres Surface Elevation:
Start Date: 7/22/2021 End Date: 7/22/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
2
GROUND WATER OBSERVATIONS
/On Rods (ft): NONE
1After Drilling (ft): DRY
fAfter Hours
MATERIAL DESCRIPTION
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Dark Brown CLAY with limestone fragments
2.0
4.5+
19
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10
Tan CLAY with calcareous deposits
10.0
4.5+
4.0
3.0
4.5+
17
17
23
15
61
19
42
3.2
15
20
Gray LIMESTONE with shale seams
20.0
100/
7.5"
100/
5.0"
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: 14
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212026
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. Location: Denton, Texas
Project: Strader and Tally Tract - 483.9 acres Surface Elevation:
Start Date: 7/22/2021 End Date: 7/22/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
2
GROUND WATER OBSERVATIONS
/On Rods (ft): NONE
1After Drilling (ft): DRY
fAfter Hours
MATERIAL DESCRIPTION
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Dark Brown CLAY with limestone fragments
10.0
2.75
2.0
2.0
2.0
3.5
1.7
92
26
30
29
27
20
73
23
50
0.1
Tan LIMESTONE with clay seams and layers
14.0
15
20
Gray LIMESTONE with shale seams
20.0
100/
1.0"
100/
1.01,
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: 15
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212026
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. Location: Denton, Texas
Project: Strader and Tally Tract - 483.9 acres Surface Elevation:
Start Date: 7/22/2021 End Date: 7/22/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
2
�
GROUND WATER OBSERVATIONS
/On Rods (ft): NONE
1After Drilling (ft): DRY
fAfter Hours
MATERIAL DESCRIPTION
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1.0
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14
47
22
25
5
10
15
20
Tan LIMESTONE with clay seams and layers
1(i.0
Gray LIMESTONE with shale seams
20.0
100/
9.75"
100/
4.5"
100/
2.25"
100/
1.75"
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 22
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212026
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. Location: Denton, Texas
Project: Strader and Tally Tract - 483.9 acres Surface Elevation:
Start Date: 7/22/2021 End Date: 7/22/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
2
GROUND WATER OBSERVATIONS
/On Rods (ft): NONE
1After Drilling (ft): DRY
fAfter Hours
MATERIAL DESCRIPTION
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Dark Brown CLAY
4.0
4.5+
4.0
29
20
58
22
36
0.7
5
/
i
Tan CLAY with limestone fragments
6.0
4.0
13
30
14
16
1.3
10
15
20
Tan LIMESTONE with clay seams and layers
12.0
100/
2.25"
100/
1.01,
Gray LIMESTONE with shale seams
20.0
100/
1.25"
100/
1.01,
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 23
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212026
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. Location: Denton, Texas
Project: Strader and Tally Tract - 483.9 acres Surface Elevation:
Start Date: 7/22/2021 End Date: 7/22/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
2
�
GROUND WATER OBSERVATIONS
/On Rods (ft): NONE
1After Drilling (ft): DRY
fAfter Hours
MATERIAL DESCRIPTION
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Dark Brown CLAY with limestone fragments
2.0
4.5+
21
65
22
43
5
10
15
20
Tan LIMESTONE with clay seams and layers
16.0
100/
5.75"
100/
9.5"
100/
4.0"
100/
2.25"
Gray LIMESTONE with shale seams
20.0
100/
0.25"
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 24
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212026
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. Location: Denton, Texas
Project: Strader and Tally Tract - 483.9 acres Surface Elevation:
Start Date: 7/22/2021 End Date: 7/22/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
2
GROUND WATER OBSERVATIONS
/On Rods (ft): NONE
1After Drilling (ft): DRY
fAfter Hours
MATERIAL DESCRIPTION
�'
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Dark Brown CLAY
4.0
4.5+
3.75
24
21
66
21
45
1.2
5
10
Tan CLAY with calcareous deposits
10.0
3.0
3.0
3.0
20
24
20
15
20
Tan LIMESTONE with clay seams and layers
16.0
100/
1.75"
Gray LIMESTONE with shale seams
20.0
100/
0.5"
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 25
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212026
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. Location: Denton, Texas
Project: Strader and Tally Tract - 483.9 acres Surface Elevation:
Start Date: 7/23/2021 End Date: 7/23/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
2
�
GROUND WATER OBSERVATIONS
/On Rods (ft): NONE
1After Drilling (ft): DRY
fAfter Hours
MATERIAL DESCRIPTION
�'
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Dark Brown CLAY with limestone fragments
1.0
4.5+
17
66
23
43
5
10
15
20
Tan LIMESTONE with clay seams and layers
16.0
Gray LIMESTONE with shale seams
20.0
100/
100/
1.5"
100/
5.75"
100/
1.75"
100/
1.5"
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 32
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212026
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. Location: Denton, Texas
Project: Strader and Tally Tract - 483.9 acres Surface Elevation:
Start Date: 7/22/2021 End Date: 7/22/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
2
�
GROUND WATER OBSERVATIONS
/On Rods (ft): NONE
1After Drilling (ft): DRY
fAfter Hours
MATERIAL DESCRIPTION
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Dark Brown CLAY
2.0
3.75
20
5
Tan CLAY with calcareous deposits
6.0
3.75
4.0
15
16
42
17
25
0.3
10
15
20
Tan LIMESTONE with clay seams and layers
11.0
Gray LIMESTONE with shale seams
20.0
100/
3.5"
100/
2.25"
100/
0.5"
100/
0.25"
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: 33
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212026
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. Location: Denton, Texas
Project: Strader and Tally Tract - 483.9 acres Surface Elevation:
Start Date: 7/22/2021 End Date: 7/22/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
2
GROUND WATER OBSERVATIONS
/On Rods (ft): NONE
1After Drilling (ft): DRY
fAfter Hours
MATERIAL DESCRIPTION
�'
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M
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Dark Brown CLAY
4.0
2.5
3.0
2.1
102
21
19
52
17
35
0.4
5
/
i
Tan CLAY with calcareous deposits
6.0
4.5+
12
24
13
11
0.0
10
Tan LIMESTONE with clay seams and layers
14.0
100/
4.5"
100/
2.5"
15
20
Gray LIMESTONE with shale seams
20.0
100/
2.0"
100/
0.5"
L
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: 34
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212026
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. Location: Denton, Texas
Project: Strader and Tally Tract - 483.9 acres Surface Elevation:
Start Date: 7/21/2021 End Date: 7/21/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
2
GROUND WATER OBSERVATIONS
/On Rods (ft): NONE
1After Drilling (ft): DRY
fAfter Hours
MATERIAL DESCRIPTION
�'
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M
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=
a
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(6
a
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Dark Brown CLAY
4.0
4.5+
4.0
27
25
77
27
50
5
10
Tan CLAY with calcareous deposits
10.0
3.0
2.0
4.5+
17
16
12
27
13
14
0.5
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
5.75"
100/
0.75"
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: 35
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212026
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. Location: Denton, Texas
Project: Strader and Tally Tract - 483.9 acres Surface Elevation:
Start Date: 7/22/2021 End Date: 7/22/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
2
�
GROUND WATER OBSERVATIONS
/On Rods (ft): NONE
1After Drilling (ft): DRY
fAfter Hours
MATERIAL DESCRIPTION
�'
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Dark Brown CLAY with limestone fragments
2.0
4.5+
22
72
23
49
5
10
15
Tan LIMESTONE with clay seams and layers
19.0
100/
5.25"
100/
3.5"
100/
6.0"
100/
2.75"
20
Gray LIMESTONE with shale seams
20.0
100/
3.0"
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: 36
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212026
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. Location: Denton, Texas
Project: Strader and Tally Tract - 483.9 acres Surface Elevation:
Start Date: 7/22/2021 End Date: 7/22/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
2
GROUND WATER OBSERVATIONS
/On Rods (ft): NONE
1After Drilling (ft): DRY
fAfter Hours
MATERIAL DESCRIPTION
�'
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M
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=
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g-Cn
J
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(6
a
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(t1
Dark Brown CLAY with limestone fragments
4.0
4.5+
4.5+
27
11
47
17
30
0.0
5
10
15
20
Tan LIMESTONE with clay seams and layers
1(i.0
100/
2.25"
100/
0.75"
100/
2.25"
Gray LIMESTONE with shale seams
20.0
100/
1.5"
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: 37
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212026
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. Location: Denton, Texas
Project: Strader and Tally Tract - 483.9 acres Surface Elevation:
Start Date: 7/22/2021 End Date: 7/22/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
2
GROUND WATER OBSERVATIONS
/On Rods (ft): NONE
1After Drilling (ft): DRY
fAfter Hours
MATERIAL DESCRIPTION
�'
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M
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=
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J
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(6
a
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5
Dark Brown CLAY with limestone fragments
5.0
4.5+
4.5+
4.5+
19
20
23
73
23
50
4.7
10
15
20
Tan LIMESTONE with clay seams and layers
17.0
100/
3.75"
100/
3.5"
100/
6.5"
Gray LIMESTONE with shale seams
20.0
100/
1.75"
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 3s
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212026
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. Location: Denton, Texas
Project: Strader and Tally Tract - 483.9 acres Surface Elevation:
Start Date: 7/21/2021 End Date: 7/21/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
2
GROUND WATER OBSERVATIONS
/On Rods (ft): NONE
1After Drilling (ft): DRY
fAfter Hours
MATERIAL DESCRIPTION
�'
E
M
m�
>C�
0�
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Xa
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=
a
Ov
J
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U
a
g-Cn
J
_
a
C
.N
(6
a
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(t1
Dark Brown CLAY
4.0
4.5+
4.5+
5.8
92
25
25
5
Brown CLAY with calcareous nodules
6.0
3.5
18
49
18
31
1.3
/
Tan CLAY with calcareous nodules
9.0
3.5
3.0
18
15
39
17
22
0.4
10
15
20
Tan LIMESTONE with clay seams and layers
16.0
Gray LIMESTONE with shale seams
20.0
100/
3.5"
100/
0.75"
100/
0.5"
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: 39
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212026
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. Location: Denton, Texas
Project: Strader and Tally Tract - 483.9 acres Surface Elevation:
Start Date: 7/21/2021 End Date: 7/21/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
2
GROUND WATER OBSERVATIONS
/On Rods (ft): NONE
1After Drilling (ft): DRY
fAfter Hours
MATERIAL DESCRIPTION
�'
E
M
m�
>C�
0�
o
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0
Xa
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Y
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var
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.�w
�o
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=
a
Ov
J
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U
a
g-Cn
J
_
a
C
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(6
a
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(t1
Dark Brown CLAY
2.0
4.5+
20
5
10
Tan CLAY with calcareous deposits
10.0
4.5+
4.25
4.5+
4.5+
9
12
13
13
31
13
18
0.3
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
6.5"
100/
2.5"
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 40
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212026
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. Location: Denton, Texas
Project: Strader and Tally Tract - 483.9 acres Surface Elevation:
Start Date: 7/23/2021 End Date: 7/23/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
2
GROUND WATER OBSERVATIONS
/On Rods (ft): NONE
1After Drilling (ft): DRY
fAfter Hours
MATERIAL DESCRIPTION
�'
E
M
m�
>C�
0�
o
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0
Xa
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var
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=
a
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a
g-Cn
J
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C
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(6
a
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(t1
Dark Brown CLAY with calcareous nodules
4.0
4.5+
4.25
22
22
68
22
46
2.4
5
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
5.51,
100/
5.5"
100/
4.0"
100/
2.5"
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: 41
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212026
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. Location: Denton, Texas
Project: Strader and Tally Tract - 483.9 acres Surface Elevation:
Start Date: 7/23/2021 End Date: 7/23/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
2
GROUND WATER OBSERVATIONS
/On Rods (ft): NONE
1After Drilling (ft): DRY
fAfter Hours
MATERIAL DESCRIPTION
�'
E
M
m�
>C�
0�
o
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0
Xa
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Y
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ar
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.�w
�o
�N
o O
Z
=
a
Ov
J
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U
a
g-Cn
J
_
a
C
.N
(6
a
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(t1
Dark Brown CLAY
4.0
4.5+
4.5+
24
20
63
22
41
2.3
5
/
i
Tan CLAY with calcareous deposits
6.0
3.0
17
38
16
22
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
4.0"
100/
1.01,
100/
1.75"
100/
1.5"
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 42
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212026
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. Location: Denton, Texas
Project: Strader and Tally Tract - 483.9 acres Surface Elevation:
Start Date: 7/21/2021 End Date: 7/21/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
2
GROUND WATER OBSERVATIONS
/On Rods (ft): NONE
1After Drilling (ft): DRY
fAfter Hours
MATERIAL DESCRIPTION
�'
E
M
m�
>C�
0�
o
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0
Xa
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Y
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var
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.�w
�o
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Z
=
a
Ov
J
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U
a
g-Cn
J
_
a
C
.N
(6
a
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(t1
Dark Brown CLAY
4.0
4.5+
4.5+
17
16
68
23
45
5
10
Tan CLAY with calcareous deposits
10.0
4.5+
4.5+
4.5+
16
13
14
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
2.0"
100/
1.75"
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: 43
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212026
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. Location: Denton, Texas
Project: Strader and Tally Tract - 483.9 acres Surface Elevation:
Start Date: 7/23/2021 End Date: 7/23/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
2
GROUND WATER OBSERVATIONS
/On Rods (ft): NONE
1After Drilling (ft): DRY
fAfter Hours
MATERIAL DESCRIPTION
�'
E
M
m�
>C�
0�
o
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0
Xa
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Y
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var
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.�w
�o
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=
a
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J
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a
g-Cn
J
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a
C
.N
(6
a
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(t1
5
Dark Brown CLAY with limestone fragments
8.0
4.5+
3.75
3.0
4.5+
23
24
21
9
64
20
44
0.3
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
4.75"
100/
3.0"
100/
2.5"
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: 44
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212026
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. Location: Denton, Texas
Project: Strader and Tally Tract - 483.9 acres Surface Elevation:
Start Date: 7/23/2021 End Date: 7/23/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
2
�
GROUND WATER OBSERVATIONS
/On Rods (ft): NONE
1After Drilling (ft): DRY
fAfter Hours
MATERIAL DESCRIPTION
�'
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M
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m�
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a
g-Cn
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Dark Brown CLAY with calcareous deposits
4.0
2.75
2.75
26
22
5
Tan CLAY with calcareous deposits
8.0
3.25
3.25
19
17
41
18
23
0.4
10
15
20
Tan LIMESTONE with clay seams and layers
16.0
100/
4.75"
100/
2.75"
Gray LIMESTONE with shale seams
20.0
100/
0.75"
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: 45
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212026
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. Location: Denton, Texas
Project: Strader and Tally Tract - 483.9 acres Surface Elevation:
Start Date: 7/23/2021 End Date: 7/23/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
2
GROUND WATER OBSERVATIONS
/On Rods (ft): NONE
1After Drilling (ft): DRY
fAfter Hours
MATERIAL DESCRIPTION
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Dark Brown CLAY
4.0
4.5+
2.0
21
27
5
Tan CLAY with calcareous deposits and limestone
fragments
6.0
3.0
21
62
23
39
0.1
10
15
20
Tan LIMESTONE with clay seams and layers
17.0
Gray LIMESTONE with shale seams
20.0
100/
5.0"
100/
2.5"
100/
3.0"
100/
2.75"
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: 46
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212026
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. Location: Denton, Texas
Project: Strader and Tally Tract - 483.9 acres Surface Elevation:
Start Date: 7/23/2021 End Date: 7/23/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
2
GROUND WATER OBSERVATIONS
/On Rods (ft): NONE
1After Drilling (ft): DRY
fAfter Hours
MATERIAL DESCRIPTION
�'
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=
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(6
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5
Dark Brown CLAY
8.0
4.5+
3.0
2.0
3.75
20
29
28
15
10
Tan CLAY with calcareous deposits
10.0
3.0
18
48
18
30
0.4
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
1.25"
100/
1.5"
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: 47
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212026
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. Location: Denton, Texas
Project: Strader and Tally Tract - 483.9 acres Surface Elevation:
Start Date: 7/23/2021 End Date: 7/23/2021 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
2
GROUND WATER OBSERVATIONS
/On Rods (ft): NONE
1After Drilling (ft): DRY
fAfter Hours
MATERIAL DESCRIPTION
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Dark Brown CLAY
4.0
4.5+
4.5+
8.7
104
20
15
51
18
33
5
/
i
Tan CLAY with calcareous deposits
6.0
4.0
18
42
17
25
0.7
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
7.5"
100/
3.75"
100/
2.5"
100/
2.0"
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 4s
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212026
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Strader and Tally Tract - 483.9 Acres Surface Elevation:
Start Date: 12/6/2022 End Date: 12/6/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
r
Q
o
°
L
Q
2
C�
GROUND WATER OBSERVATIONS
On Rods (ft): 5
ZAfter Drilling (ft): 10
VAfter Hours (ft):
Q
E
U
L
(D
0
>of
(D
-6
0 3
o
OZ
U
Ha
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Y
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ao 2
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=
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a
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V
a
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Cb
MATERIAL DESCRIPTION
Dark Brown CLAY
1.0
1.5
30
66
22
44
10
15
20
Tan LIMESTONE
7.0
100/
3.50"
100/
2.50"
Gray LIMESTONE
Z
20.0
100/
2„
100/
1„
100/
1 0.50"
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: 49
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212026
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Strader and Tally Tract - 483.9 Acres Surface Elevation:
Start Date: 12/6/2022 End Date: 12/6/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
r
Q
o
°
L
Q
2
C�
GROUND WATER OBSERVATIONS
On Rods (ft): NONE
ZAfter Drilling (ft): DRY
VAfter Hours (ft):
Q
U
>
m�
>O
oQ'
a)
-6
0 3
c o
O�
U
Ha
y
Y
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o,
C
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=
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V
a
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CD
MATERIAL DESCRIPTION
Dark Brown CLAY
2.0
3.0
3.0
94
28
5
Tan CLAY
8.0
3.0
3.0
3.0
19
18
20
45
17
28
0.0
10
15
20
Tan LIMESTONE
13.0
Gray LIMESTONE
20.0
100/
4.50"
100/
1
100/
1
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 50
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212026
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Strader and Tally Tract - 483.9 Acres Surface Elevation:
Start Date: 12/6/2022 End Date: 12/6/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
r
Q
o
°
L
Q
2
C�
GROUND WATER OBSERVATIONS
On Rods (ft): NONE
ZAfter Drilling (ft): DRY
VAfter Hours (ft):
Q
U
>
m�
>O
oQ'
a)
-6
0 3
c o
O�
U
Ha
y
Y
o E
o
a
U�
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o,
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_
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a�
c'.L
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Z?
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=
as
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_
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a
_
d
x
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V
a
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CD
MATERIAL DESCRIPTION
Dark Brown CLAY
3.25
27
2.0Y
Brown CLAY
4.5+
13
60
20
40
4.0
j:
Tan CLAY
—5j
3.75
16
41
16
25
0.5
6.0
Tan CLAY
4.5
15
4.25
23
70
23
47
2.1
10
12.0
Tan LIMESTONE
100/
15
3"
17.0
Gray LIMESTONE
100/
20
20.0
2"
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: 51
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212026
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Strader and Tally Tract - 483.9 Acres Surface Elevation:
Start Date: 12/4/2022 End Date: 12/4/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
r
Q
o
°
L
Q
2
C�
GROUND WATER OBSERVATIONS
On Rods (ft): NONE
ZAfter Drilling (ft): DRY
VAfter Hours (ft):
Q
U
>
m�
>O
oQ'
a)
-6
0 3
c o
O�
U
Ha
y
Y
o E
o
v
a
U�
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o,
C
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jco
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c'.L
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Z?
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=
as
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_
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a
_
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V
a
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CD
MATERIAL DESCRIPTION
Dark Brown CLAY
4.0
2.75
3.5
3.0
99
29
26
69
22
47
5
Tan CLAY
7.0
3.5
4.25
22
15
10
15
20
Tan LIMESTONE with clay seams and
layers
16.0
Gray LIMESTONE
20.0
100/
101,
91
100/
2"
100/
1.50"
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 52
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W212026
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Strader and Tally Tract - 483.9 Acres Surface Elevation:
Start Date: 12/6/2022 End Date: 12/6/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
r
Q
o
°
L
Q
2
C�
GROUND WATER OBSERVATIONS
On Rods (ft): NONE
ZAfter Drilling (ft): DRY
VAfter Hours (ft):
Q
U
>
m�
>O
oQ'
a)
-6
0 3
c o
O�
U
Ha
y
Y
o E
o
a
U�
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o,
C
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_
`m w
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a�
c'.L
��
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Z?
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=
as
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_
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a
_
d
x
c
V
a
o
CD
MATERIAL DESCRIPTION
Dark Brown CLAY
2.0
2.25
29
5
Tan CLAY
7.0
2.5
4.0
19
14
11
27
13
14
0.0
10
15
20
Tan LIMESTONE with clay seams and
layers
20.0
100/
4"
100/
1.50"
100/
1„
100/
2.50"
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.:
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/22/2022 End Date: 11/22/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
GROUND WATER OBSERVATIONS
/ On Rods (ft): DRY
1After _Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
o
U
Xa
.2
Y
a
E
va r
�
o-
:
C�
o O
Z
=
OvU
J
o
aCn
J
_
a
.2/After
(6
a
o
(n
Dark Brown CLAY
2.0
3.0
1.6
96
23
66
21
45
5
10
Tan CLAY with calcareous deposits
10.0
4.0
4.0
2.75
3.5
17
17
18
21
15
20
Tan LIMESTONE with clay seams and layers
12.0
Gray LIMESTONE
20.0
100/
0.50"
100/
1.1
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 2
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/22/2022 End Date: 11/22/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
GROUND WATER OBSERVATIONS
/ On Rods (ft): DRY
1After _Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
o
U
.2
Y
E
va r
�
o-
C�
o O
=
OvU
J
o
a
J
_
.2/After
(6
o
(n
Dark Brown CLAY
2.0
2.75
25
5
10
Tan CLAY
11.0
3.0
3.0
4.5+
4.5+
23
20
16
15
42
16
26
0.3
Tan LIMESTONE with clay seams and layers
14.0
15
20
Gray LIMESTONE
20.0
100/
1.50"
100/
0.50"
L
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 3
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/22/2022 End Date: 11/22/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
GROUND WATER OBSERVATIONS
/ On Rods (ft): DRY
1After _Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
o
U
.2
Y
E
va r
�
o-
C�
o
o O
=
OvU
J
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aCn
J
_
.2/After
(6
o
(n
Brown CLAY
2.0
3.0
20
45
19
26
5
10
15
20
Tan CLAY with calcareous deposits
12.0
3.5
4.5+
3.5
3.75
16
17
18
15
Gray LIMESTONE with shale seams and layers
20.0
100/
3.50"
100/
1.50"
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 4
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/21/2022 End Date: 11/21/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
GROUND WATER OBSERVATIONS
/ On Rods (ft): DRY
1After Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
o
U
.2
Y
E
a_
�
o-
C�
o O
=
OvU
J
o
a
J
_
.2JAfter
(6
o
(n
Brown CLAY
2.0
4.0
17
5
/
Tan CLAY
6.0
100/
1.50"
3.5
15
16
41
15
26
0.0
10
Tan LIMESTONE with clay seams and layers
13.0
100/
5„
$
15
Light Gray and Tan CLAY with limestone seams
15.0
4.5+
11
20
Gray LIMESTONE
20.0
100/
4"
13
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 5
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/21/2022 End Date: 11/21/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
GROUND WATER OBSERVATIONS
/ On Rods (ft): DRY
1After _Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
o
U
Xa
.2
Y
a
E
va r
�
o-
:
C�
o O
Z
=
OvU
J
o
aCn
J
_
a
.2/After
(6
a
o
(n
Dark Brown CLAY
2.0
3.5
2.1
104
19
36
18
18
5
Tan CLAY
7.0
3.5
3.5
4.5+
18
18
12
10
Tan LIMESTONE with clay seams and layers
13.0
60/
12"
58/
12"
15
15
20
Light Brown SHALY CLAY
16.0
4.5+
19
53
22
31
0.3
Gray LIMESTONE with shale seams and layers
20.0
81/
4"
14
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 6
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/22/2022 End Date: 11/22/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
GROUND WATER OBSERVATIONS
/ On Rods (ft): DRY
1After _Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
o
U
.2
Y
E
va r
�
o-
C�
o O
=
OvU
J
o
a
J
_
.2/After
(6
o
(n
Dark Brown CLAY
4.0
4.5+
2.75
12
26
51
10
15
20
Tan CLAY with calcareous deposits
11.0
3.0
4.5+
4.5+
17
15
18
36
17
19
Tan LIMESTONE with clay seams and layers
16.0
Gray LIMESTONE
20.0
100/
0.50"
100/
0.50"
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 7
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/22/2022 End Date: 11/22/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
GROUND WATER OBSERVATIONS
/ On Rods (ft): DRY
1After _Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
o
U
.2
Y
E
va r
�
o-
C�
o O
=
OvU
J
o
aCn
J
_
.2/After
(6
o
(n
Dark Brown CLAY
4.0
2.5
3.5
28
19
49
18
31
0.1
5
10
15
20
Tan CLAY with calcareous deposits
12.0
4.5+
4.5+
4.0
15
14
14
Tan LIMESTONE with clay seams and layers
1(i.0
100/
7„
13
Gray LIMESTONE with shale seams and layers
20.0
100/
1
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: s
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/22/2022 End Date: 11/22/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
GROUND WATER OBSERVATIONS
/ On Rods (ft): DRY
1After Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
o
U
.2
Y
E
a_
�
o-
C�
o O
=
OvU
J
o
a
J
_
.2JAfter
(6
o
(n
Dark Brown CLAY
2.0
3.5
18
Tan CLAY
4.0
2.5
1.5
110
18
5
Tan LIMESTONE with clay seams and layers
6.0
40/
12„
14
10
15
20
Tan CLAY
12.0
4.0
4.5+
23
15
47
20
27
2.1
Gray LIMESTONE with shale seams and layers
20.0
100/
6„
100/
1.50"
11
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 9
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/21/2022 End Date: 11/21/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
GROUND WATER OBSERVATIONS
/ On Rods (ft): DRY
1After _Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
o
U
.2
Y
E
va r
�
o-
C�
o O
=
OvU
J
o
a
J
_
.2/After
(6
o
(n
Dark Brown CLAY
4.5+
20
2.0
Tan CLAY
3.5
17
5
4.5+
14
33
17
16
0.0
4.5+
13
4.5+
17
10
4.5+
19
15
15.0
Gray LIMESTONE with shale seams and layers
20
20.0
100/
4.50"
16
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek Rd. BORING NO.: O
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/22/2022 End Date: 11/22/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
GROUND WATER OBSERVATIONS
/ On Rods (ft): DRY
1After _Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
o
U
.2
Y
E
va r
�
o-
C�
o O
=
OvU
J
o
a
J
_
.2/After
(6
o
(n
5
Dark Brown CLAY
6.0
2.25
2.5
3.0
29
28
25
59
21
38
0.3
Tan CLAY with calcareous deposits
9.0
3.25
4.5+
16
16
10
15
20
Tan LIMESTONE with clay seams and layers
16.0
Gray LIMESTONE
20.0
100/
4„
100/
1„
13
100/
0.50"
8
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek Rd. BORING No.: 11
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/22/2022 End Date: 11/22/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
GROUND WATER OBSERVATIONS
/ On Rods (ft): DRY
1After _Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
o
U
.2
Y
E
va r
�
o-
C�
o O
=
OvU
J
o
a
J
_
.2/After
(6
o
(n
Dark Brown CLAY
4.0
2.5
4.5+
27
16
61
22
39
2.3
5
10
Tan CLAY with calcareous deposits
10.0
4.5+
4.5+
4.5+
13
16
14
15
20
Tan LIMESTONE with clay seams and layers
17.0
Gray LIMESTONE
20.0
100/
3„
9
100/
1.50"
7
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: � 2
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/22/2022 End Date: 11/22/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
GROUND WATER OBSERVATIONS
/ On Rods (ft): DRY
1After _Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
o
U
.2
Y
E
va r
�
o-
C�
o O
=
OvU
J
o
a
J
_
.2/After
(6
o
(n
Dark Brown CLAY
2.0
3.25
23
5
10
15
20
Tan CLAY with calcareous deposits
12.0
3.0
2.5
4.5+
4.25
17
22
15
22
42
19
23
0.0
Gray LIMESTONE with shale seams and layers
20.0
100/
4.50"
100/
1.50"
8
L
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: 13
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/22/2022 End Date: 11/22/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
GROUND WATER OBSERVATIONS
/ On Rods (ft): DRY
1After Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
o
U
.2
Y
E
a_
�
o-
C�
o
o
o O
=
OvU
J
oC
aCn
J
_
.2JAfter
(6
o
(n
Dark Brown CLAY
2.0
3.25
17
40
15
25
5
10
15
20
Tan CLAY with calcareous deposits
11.0
3.25
4.25
4.5+
4.5+
16
21
9
16
Gray LIMESTONE with shale seams and layers
20.0
100/
4„
100/
1.50"
10
TEST BORING TERMINATED AT 20 FT
Creek
BORING No.: � 4
Fort
Worth 76
Fort Worth, Texas 76119 Sheet 1 1
ALPHA /� T E S T I N G
Phone: 817-496-5600 of
/
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/21/2022 End Date: 11/21/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
GROUND WATER OBSERVATIONS
.2
E
m
/ On Rods (ft): DRY
m
o
Y
va r
C�
=
o
r
U
L
1After
o
o
a
Hours (ft):
��O�N
U
�
OvU
.2/After
(n
o
_Drilli
M
o-
o O
J
J
_
(6
MATERIAL DESCRIPTION
Dark Brown CLAY
3.5
24
4.5+
16
4.0
Tan CLAY with calcareous deposits
5
4.5+
19
4.5+
16
4.5+
13
10
13.0
Light Gray and Tan CLAY
4.5+
18
51
21
30
0.0
15
17.0
Gray LIMESTONE with shale seams and layers
100/
10
20
20.0
1 3"
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: 15
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/21/2022 End Date: 11/21/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
GROUND WATER OBSERVATIONS
/ On Rods (ft): DRY
1After _Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
o
U
.2
Y
E
va r
�
o-
C�
o O
=
OvU
J
o
a
J
_
.2/After
(6
o
(n
Dark Brown CLAY
3.25
24
2.0
Brown CLAY
3.75
18
58
18
40
4.0
Tan CLAY with calcareous deposits
5
4.5+
14
4.5+
12
2.75
23
10
4.5+
15
15
15.0
Tan LIMESTONE with clay seams and layers
18.0
Gray LIMESTONE with shale seams and layers
20
20.0
100/
4.50"
10
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: 16
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/21/2022 End Date: 11/21/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
GROUND WATER OBSERVATIONS
/ On Rods (ft): DRY
1After _Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
o
U
.2
Y
E
va r
�
o-
C�
o O
=
OvU
J
o
a
J
_
.2/After
(6
o
(n
Dark Brown CLAY
2.0
29
1.75
1.3
95
23
0.0
5
2.0
23
6.0
Tan CLAY with calcareous deposits
4.5+
17
4.5+
12
49
18
31
0.8
10
13.0
Tan LIMESTONE with clay seams and layers
15
100/
1„
10
16.0
Gray LIMESTONE with shale seams and layers
20
20.0
100/
0.50"
8
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek Rd. BORING No.: 7
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/22/2022 End Date: 11/22/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
GROUND WATER OBSERVATIONS
/ On Rods (ft): DRY
1After Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
o
U
.2
Y
E
a_
�
o-
C�
o O
=
OvU
J
o
a
J
_
.2JAfter
(6
o
(n
Dark Brown CLAY
4.0
2.75
4.5+
27
13
51/10m,
Tan CLAY
5.0
4.25
13
31
16
15
0.0
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
9.1
100/
4.50"
100/
1„
100/
1.1
15
10
7
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek Rd. BORING NO.: s
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/23/2022 End Date: 11/23/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
GROUND WATER OBSERVATIONS
/ On Rods (ft): DRY
1After _Drilli
/AfterHours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
o
U
.2
Y
E
va r
�
o-
C�
o O
=
OvU
J
o
a
J
Cn
_
.
(6
o
(n
Dark Brown CLAY
3.25
20
51
18
33
2.0
Tan CLAY
3.0
19
5
4.5+
15
4.5+
16
4.5+
18
10
4.5+
15
15
15.0
Tan LIMESTONE with clay seams and layers
16.0
Gray LIMESTONE with shale seams and layers
20
20.0
100/
2"
9
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek Rd. BORING No.: 9
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/23/2022 End Date: 11/23/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
GROUND WATER OBSERVATIONS
/ On Rods (ft): DRY
1After _Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
o
U
.2
Y
E
va r
�
o-
C�
o O
=
OvU
J
o
a
J
_
.2/After
(6
o
(n
Dark Brown CLAY
2.0
4.5+
11
5
Tan CLAY
8.0
4.5+
4.5+
4.5+
15
11
17
44
17
27
10
15
20
Tan LIMESTONE with clay seams and layers
11.0
Gray LIMESTONE with shale seams and layers
20.0
100/
5.50"
16
100/
4.50"
100/
1.50"
9
TEST BORING TERMINATED AT 20 FT
Fort Worth Creek
BORING NO.: 2O
76
Fort Worth, Texas 76119 Sheet 1 1
ALPHA /� T E S T I N G
Phone: 817-496-5600 of
/
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/21/2022 End Date: 11/21/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
GROUND WATER OBSERVATIONS
.2
E
m
/ On Rods (ft): DRY
m
o
Y
va r
C�
=
o
r
U
L
1After
o
aCn
Hours (ft):
��O�N
U
�
OvU
.2/After
(n
o
_Drilli
M
o-
o O
J
J
_
(6
MATERIAL DESCRIPTION
Dark Brown CLAY
4.0
22
53
19
34
2.0
Tan CLAY
2.5
19
5
4.5+
11
4.5+
17
4.5+
13
10
13.0
Light Gray and Tan SHALY CLAY
4.5+
17
15
17.0
Gray LIMESTONE with shale seams and layers
100/
12
20
20.0
1 1.50"
TEST BORING TERMINATED AT 20 FT
Fort Worth Creek
BORING NO.: 21
76
Fort Worth, Texas 76119 Sheet 1 1
ALPHA /� T E S T I N G
Phone: 817-496-5600 of
/
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/21/2022 End Date: 11/21/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
GROUND WATER OBSERVATIONS
.2
E
m
/ On Rods (ft): DRY
m
o
Y
va r
C�
=
o
r
U
L
1After
o
a
Hours (ft):
��O�N
U
�
OvU
.2/After
(n
o
_Drilli
M
o-
o O
J
J
_
(6
MATERIAL DESCRIPTION
Dark Brown CLAY
3.5
21
3.75
19
4.0
Tan CLAY
5
4.25
13
4.25
17
62
22
40
0.4
4.25
19
10
13.0
Light Gray and Tan SHALY CLAY
4.0
23
60
21
39
0.4
15
18.0
Gray LIMESTONE with shale seams and layers
100/
7
20
20.0
1
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 22
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/21/2022 End Date: 11/21/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
GROUND WATER OBSERVATIONS
/ On Rods (ft): DRY
1After _Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
o
U
.2
Y
E
va r
�
o-
C�
o O
=
OvU
J
o
aCn
J
_
.2/After
(6
o
(n
Dark Brown CLAY
4.0
1.75
2.75
30
18
69
22
47
5
10
15
20
Tan CLAY
12.0
4.25
4.5+
4.5+
13
12
13
Tan LIMESTONE with clay seams and layers
16.0
100/
1.50"
10
Gray LIMESTONE with shale seams and layers
20.0
100/
1
8
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 23
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/23/2022 End Date: 11/23/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
GROUND WATER OBSERVATIONS
/ On Rods (ft): DRY
1After _Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
o
U
Xa
.2
Y
a
E
va r
�
o-
:
C�
o O
Z
=
OvU
J
o
a
J
_
a
.2/After
(6
a
o
(n
Dark Brown CLAY
2.0
4.25
1.9
101
20
5
10
15
Tan CLAY
11.0
3.75
4.5+
4.0
4.5+
19
16
16
20
56
19
37
2.5
Tan LIMESTONE with clay seams and layers
15.0
100/
1 4"
10
20
Gray LIMESTONE
20.0
100/
1
6
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 24
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/23/2022 End Date: 11/23/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
GROUND WATER OBSERVATIONS
/ On Rods (ft): DRY
1After _Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
o
U
.2
Y
E
va r
�
o-
C�
o O
=
OvU
J
o
aCn
J
_
.2/After
(6
o
(n
Dark Brown CLAY
4.5+
14
51
19
32
2.0
Tan CLAY with calcareous deposits
1.75
15
5
4.5+
12
3.25
20
4.5+
20
10
13.0
Tan LIMESTONE with clay seams and layers
15
15.0
100/
4.50"
13
Gray LIMESTONE
20
20.0
100/
3.50"
6
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 25
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/23/2022 End Date: 11/23/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
GROUND WATER OBSERVATIONS
/ On Rods (ft): DRY
1After _Drilli
/AfterHours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
o
U
.2
Y
E
va r
�
o-
C�
o O
=
OvU
J
o
a
J
_
.
(6
o
(n
Dark Brown CLAY
2.25
28
2.5
25
5
4.0
22
73
23
50
0.7
with calcareous deposits at 6'
4.0
12
8.0
Tan CLAY
4.25
18
10
12.0
Tan LIMESTONE with clay seams and layers
15
100/
3„
9
16.0
Gray LIMESTONE
20
20.0
100/
1.50"
6
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 26
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/23/2022 End Date: 11/23/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
GROUND WATER OBSERVATIONS
/ On Rods (ft): DRY
1After _Drilli
/AfterHours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
o
U
.2
Y
E
va r
�
o-
C�
o O
=
OvU
J
o
a
J
_
.
(6
o
(n
Dark Brown CLAY
4.0
4.5+
4.5+
26
24
5
10
Tan CLAY with calcareous deposits
10.0
4.5+
4.5+
4.5+
8
7
14
27
15
12
0.0
15
20
Tan LIMESTONE with clay seams and layers
16.0
100/
2„
13
Gray LIMESTONE
20.0
100/
1
8
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 27
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/30/2022 End Date: 11/30/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
_DRY
On Rods (ft):
1After Drilli
/AfterHours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
U
.2
Y
E
a
�
o-
�/
o
O
J
OvU
o
a
J
_ Cn
.
(6
(on
Dark Brown CLAY
2.0
3.0
28
68
22
46
5
10
Tan CLAY
10.0
4.5+
3.0
4.0
4.5+
14
17
20
15
15
20
Tan LIMESTONE with clay seams and layers
12.0
Gray LIMESTONE
20.0
100/
0.50"
100/
1.1
10
8
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 2s
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/30/2022 End Date: 11/30/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
_DRY
On Rods (ft):
1After Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
U
.2
Y
E
a
�
o-
�/
o
O
OvU
J
o
a
J
_
.2/After
(6
(on
Dark Brown CLAY
2.0
1.5
24
5
Tan CLAY
8.0
2.75
3.0
2.5
18
19
20
40
16
24
0.0
10
15
Tan LIMESTONE
15.0
79/
0.50'
100/
4"
4.0
21
15
20
Gray LIMESTONE
20.0
100/
1
6
TEST BORING TERMINATED AT 20 FT
Creek 76 BORING NO.: 29
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth,
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/30/2022 End Date: 11/30/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
_DRY
On Rods (ft):
1After Drilli
/AfterHours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
U
.2
Y
E
a
�
o-
�/
o
O
J
OvU
o
a
J
_ Cn
.
(6
(on
Dark Brown CLAY
3.0
26
60
19
41
2.0
Tan CLAY
3.0
18
5
3.25
16
4.5+
14
2.0
18
10
12.0
Tan LIMESTONE with clay seams and layers
15
100/
3„
10
17.0
Gray LIMESTONE
20
20.0
100/
1
7
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 3O
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/30/2022 End Date: 11/30/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
_DRY
On Rods (ft):
1After Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
U
.2
Y
E
a
�
o-
�/
o
O
OvU
J
o
a
J
_
.2/After
(6
(on
5
Dark Brown to Brown CLAY
6.0
2.5
2.0
3.0
1.7
98
24
25
17
10
15
20
Tan CLAY
11.0
4.0
3.75
18
17
42
17
25
0.0
Tan LIMESTONE
16.0
Gray LIMESTONE
20.0
100/
1„
10
100/
1
9
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: 31
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/29/2022 End Date: 11/29/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
_DRY
On Rods (ft):
1After Drilli
/AfterHours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
U
.2
Y
E
a
�
o-
�/
o
O
J
OvU
o
a
J
_ Cn
.
(6
(on
Dark Brown to Brown CLAY
1.75
25
3.0
24
64
21
43
0.8
5
3.25
19
55
18
37
0.0
6.0
Tan CLAY
3.75
15
2.5
16
10
12.0
Tan LIMESTONE
15
100/
2„
9
17.0
Gray LIMESTONE
20
20.0
100/
11
8
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 32
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/29/2022 End Date: 11/29/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
On Rods (ft): DRY
1After Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
U
.2
Y
E
a
�
o-
�/
o
O
OvU
J
o
a
J
_
.2JAfter
(6
(on
Dark Brown CLAY
2.0
26
4.5+
14
4.0
Tan CLAY with calcareous deposits
5
3.0
18
4.0
17
40
18
22
1.1
3.25
18
10
13.0
Gray LIMESTONE
15
100/
0.50"
13
20
20.0
100/
2"
8
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: 33
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/30/2022 End Date: 11/30/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
On Rods (ft): DRY
1After Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
U
.2
Y
E
a
�
o-
�/
o
O
J
OvU
o
a
J
Cn
_
.2JAfter
(6
(on
Dark Brown CLAY
2.0
2.5
24
65
21
44
5
10
15
20
Tan CLAY
11.0
3.5
2.5
4.5+
4.5+
20
19
14
19
Tan LIMESTONE
13.0
Gray LIMESTONE
20.0
100/
1.50"
100/
1
10
5
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: 34
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/30/2022 End Date: 11/30/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
On Rods (ft): DRY
1After Drilli
JAfter Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
U
.2
Y
E
a
�
o-
�/
o
O
OvU
J
o
a
J
_
.
(6
(on
Dark Brown CLAY
4.0
2.75
4.5+
2.0
95
28
17
5
Tan CLAY
8.0
3.75
3.5
18
16
37
18
19
0.0
10
15
20
Tan LIMESTONE with clay seams and layers
13.0
Gray LIMESTONE
20.0
50/
5„
15
100/
1„
100/
2"
10
7
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: 35
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/30/2022 End Date: 11/30/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
_DRY
On Rods (ft):
1After Drilli
/AfterHours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
U
.2
Y
E
a
�
o-
�/
o
O
OvU
J
o
a
J
_
.
(6
(on
5
Dark Brown CLAY
6.0
1.5
1.5
4.25
34
30
22
77
24
53
1.9
Tan CLAY
8.0
4.5+
14
10
15
20
Tan LIMESTONE with clay seams and layers
16.0
100/
3.50"
100/
2„
13
11
Gray LIMESTONE
20.0
100/
1
9
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: 36
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/18/2022 End Date: 11/18/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
GROUND WATER OBSERVATIONS
/ On Rods (ft): DRY
1After Drilli
JAfter Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
o
U
.2
Y
E
a_
�
o-
C�
o O
=
OvU
J
o
a
J
Cn
_
.
(6
o
(n
Dark Brown CLAY
4.0
3.0
4.5+
22
17
62
19
43
5
Tan CLAY with calcareous deposits
6.0
4.5+
13
10
15
20
Tan LIMESTONE with clay seams and layers
13.0
Gray LIMESTONE
20.0
87/
12"
100/
1„
22
100/
1„
100/
1
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Sort Worth Creek 76 BORING No.: 37
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 12/1/2022 End Date: 12/1/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
_DRY
On Rods (ft):
1After Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
U
.2
Y
E
a
�
o-
�/
o
O
OvU
J
o
a
J
_
.2/After
(6
(on
Dark Brown CLAY
4.0
3.25
2.25
24
21
5
Tan CLAY
8.0
4.0
4.5+
15
15
35
16
19
0.0
10
—d
15
20
Tan LIMESTONE with clay seams and layers
12.0
50/
4.50"
Gray LIMESTONE
20.0
100/
3.50"
100/
3"
11
7
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 3s
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/30/2022 End Date: 11/30/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
_DRY
On Rods (ft):
1After Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
U
.2
Y
E
a
�
o-
�/
o
O
J
OvU
o
a
J
Cn
_
.2/After
(6
(on
Dark Brown CLAY
4.0
2.5
3.25
27
21
65
22
43
5
Tan CLAY
8.0
4.5+
2.75
17
17
10
15
20
Tan LIMESTONE with clay seams and layers
12.0
100/
2.50"
17
Gray LIMESTONE
20.0
100/
1.50"
100/
1.50"
6
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: 39
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/18/2022 End Date: 11/18/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
GROUND WATER OBSERVATIONS
/ On Rods (ft): DRY
1After _Drilli
/AfterHours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
o
U
.2
Y
E
va r
�
o-
C�
o O
=
OvU
J
o
a
J
_
.
(6
o
(n
Dark Brown CLAY
4.0
0.75
2.25
34
19
5
Tan CLAY with calcareous deposits
6.0
4.5+
14
54
17
37
1.2
10
15
20
Tan LIMESTONE with clay seams and layers
12.0
100/
1"
100/
1„
Gray LIMESTONE
20.0
100/
1„
100/
1.1
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 4O
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/30/2022 End Date: 11/30/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m
r
o
L
GROUND WATER OBSERVATIONS
/ On Rods (ft): 5
1After Drilling (ft): 17
/After_ Hours (ft):
MATERIAL DESCRIPTION
°'
M
>
m
> O
��
�,
o
c o
U�
.2
Y
o f
O
E
U�
a r
w 1T
�
o-
C:.L
.� w
c`ao o
�N
o O
'm
=
a
Ov
J
c
o
U
E
J
Cn N
_
c
.2
(6
o
(n
Dark Brown CLAY
2.0
2.5
29
63
21
42
5
Tan CLAY
-
8.0
2.25
4.5+
4.5
0.7
107
20
14
22
10
15
20
Tan LIMESTONE
11.0
Gray LIMESTONE
1
20.0
100/
1.50"
100/
1.50"
100/
1.50"
16
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: 41
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 12/1/2022 End Date: 12/1/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m
r
o
U
L
�
GROUND WATER OBSERVATIONS
/On Rods (ft): NONE
1After Drilling (ft): DR
fAfter Hours
MATERIAL DESCRIPTION
E
M
�
m�
0�
�
o
0a-1E
�a
.2
Y
O2�N
a
E
var
o-
?�
.�w
o
o O
Z
=C
Z
J
�
o
U
�
a
J
_
a
C
.
(6
a
o
(t12
Dark Brown CLAY
2.0
2.5
29
5
10
Tan CLAY with calcareous deposits
10.0
4.25
3.0
3.25
4.0
16
19
17
25
47
17
30
0.0
15
20
Tan LIMESTONE
12.0
Gray LIMESTONE
20.0
100/
1.50"
100/
2.50"
6
8
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 42
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 12/1/2022 End Date: 12/1/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m
r
o
U
L
2
�
GROUND WATER OBSERVATIONS
/On Rods (ft): NONE
1After Drilling (ft): DRY
fAfter Hours
MATERIAL DESCRIPTION
�'
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Dark Brown CLAY
2.0
2.25
28
58
21
37
5
Tan CLAY with calcareous deposits
8.0
2.75
2.5
3.0
17
15
19
10
15
20
Tan LIMESTONE
11.0
Gray LIMESTONE
20.0
100/
3„
15
100/
2„
100/
1.50"
7
7
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: 43
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 12/1/2022 End Date: 12/1/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m
r
o
U
L
2
�
GROUND WATER OBSERVATIONS
/On Rods (ft): NONE
1After Drilling (ft): DRY
fAfter Hours
MATERIAL DESCRIPTION
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Dark Brown CLAY
4.0
2.0
2.5
32
27
5
Tan CLAY with calcareous deposits
8.0
2.5
2.0
24
16
46
18
28
0.0
10
15
20
Tan LIMESTONE with clay seams and layers
13.0
Gray LIMESTONE
20.0
100/
2„
9
100/
3„
100/
1.50"
7
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76. BORING No.: 44
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 12/1/2022 End Date: 12/1/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m
r
o
U
L
2
�
GROUND WATER OBSERVATIONS
/On Rods (ft): NONE
1After Drilling (ft): DRY
fAfter Hours
MATERIAL DESCRIPTION
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Dark Brown CLAY
4.0
1.0
0.7
87
24
35
78
25
53
5
Tan CLAY
6.0
4.5+
16
10
15
20
Tan LIMESTONE with clay seams and layers
12.0
100/
6"
100/
4.50"
6
Gray LIMESTONE
20.0
100/
4„
100/
1.50"
11
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: 45
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/2/2022 End Date: 11/2/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
GROUND WATER OBSERVATIONS
/ On Rods (ft): DRY
1After _Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
U)
m
���O�N
Ofo-
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U
Xa
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Y
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va r
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:
C�
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=
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(6
a
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Dark Brown CLAY
2.0
3.0
3.8
97
28
71
24
47
5
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
7.50"
62/
12„
88/
12"
100/
6„
100/
0.75"
7
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: 46
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/18/2022 End Date: 11/18/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
GROUND WATER OBSERVATIONS
/ On Rods (ft): DRY
1After _Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
U)
m
���O�N
Ofo-
o
U
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Y
E
va r
�
C�
o O
=
OvU
J
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(6
o
(n
Dark Brown CLAY
3.0
1.5
2.0
27
26
61
20
41
5 11
10
15
Tan LIMESTONE with clay seams and layers
13.0
100/
3.50"
100/
1„
Gray SHALE
15.0
100/
1.50"
16
20
Gray LIMESTONE
20.0
100/
1
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Sort Worth Creek 76 BORING No.: 47
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 12/2/2022 End Date: 12/2/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m
r
o
L
GROUND WATER OBSERVATIONS
/On Rods (ft): 4
1After _Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
>
m�
���O�N
�$
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Y
E
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ar
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=
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a
J
Cn
_
c
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(6
o
(n
Dark Brown CLAY
2.0
2.5
30
69
23
46
5
10
Tan LIMESTONE with clay seams and layers
1
14.0
100/
9.501,
100/
5„
100/
3.50"
13
23
15
20
Gray LIMESTONE
20.0
100/
3.50"
100/
2.50"
25
L
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 4s
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 12/1/2022 End Date: 12/1/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m
r
o
U
L
2
�
GROUND WATER OBSERVATIONS
/On Rods (ft): NONE
1After Drilling (ft): DRY
fAfter Hours
MATERIAL DESCRIPTION
�'
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M
�
m�
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0�
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(6
a
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Dark Brown CLAY
2.0
2.25
32
5
Light Brown and Tan CLAY with calcareous deposits
5.0
3.75
3.5
15
15
28
14
14
0.5
10
15
20
Tan LIMESTONE with clay seams and layers
1(i.0
Gray LIMESTONE
20.0
100/
3.50"
100/
2„
100/
1„
11
100/
2
7
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: 49
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 12/1/2022 End Date: 12/1/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m
r
o
U
L
2
�
GROUND WATER OBSERVATIONS
/On Rods (ft): NONE
1After Drilling (ft): DRY
fAfter Hours
MATERIAL DESCRIPTION
�'
E
M
�
m�
>O
0�
�
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0
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a
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5
Dark Brown CLAY
6.0
2.5
2.25
2.25
31
28
27
42
20
22
0.0
Tan CLAY with calcareous deposits
8.0
2.5
25
10
15
20
Tan LIMESTONE with clay seams and layers
11.0
Gray LIMESTONE
20.0
100/
1.50"
10
100/
1„
100/
1
7
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 5�
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 12/1/2022 End Date: 12/1/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m
r
o
U
L
2
�
GROUND WATER OBSERVATIONS
/On Rods (ft): NONE
1After Drilling (ft): DRY
fAfter Hours
MATERIAL DESCRIPTION
�'
E
M
�
m�
>O
0�
�
o
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0
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a
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Dark Brown CLAY
4.0
2.25
2.5
1.4
87
33
29
5
j:
Tan CLAY
6.0
3.25
21
41
17
24
0.5
10
Tan LIMESTONE with clay seams and layers
10.0
87/
0.50'
100/
2"
12
6
15
20
Gray LIMESTONE
20.0
100/
2„
100/
1
7
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Sort Worth Creek 76 BORING No.: 51
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 12/1/2022 End Date: 12/1/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
On Rods (ft): DRY
1After Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
U
.2
Y
E
a
�
o-
�/
o
O
J
OvU
o
a
J
Cn
_
.2JAfter
(6
(on
Dark Brown CLAY
4.0
1.5
1.75
36
34
72
23
49
5
10
15
20
Tan LIMESTONE with clay seams and layers
13.0
Gray LIMESTONE
20.0
100/
0.50,
100/
4.50"
7
100/
1.50"
100/
1.50"
6
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 52
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 12/1/2022 End Date: 12/1/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
On Rods (ft): DRY
1After Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
U
.2
Y
E
a
�
o-
�/
o
O
J
OvU
o
a
J
Cn
_
.2JAfter
(6
(on
5
Dark Brown CLAY
5.0
1.5
4.5+
4.5
32
21
23
71
24
47
4.4
10
15
20
Tan LIMESTONE with clay seams and layers
13.0
100/
100/
5„
7
6
Gray LIMESTONE
20.0
100/
3„
100/
3.50"
13
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: 54
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/2/2022 End Date: 11/2/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
GROUND WATER OBSERVATIONS
/ On Rods (ft): DRY
1After _Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
o
U
.2
Y
E
va r
�
o-
C�
o O
=
OvU
J
o
a
J
_
.2/After
(6
o
(n
Dark Brown CLAY
2.0
2.75
33
Tan CLAY with calcareous deposits
4.0
4.5+
12
43
18
25
5
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
86/
12„
100/
5.25"
100/
0.50"
100/
0.75"
12
7
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Sort Worth Creek 76 BORING No.: 55
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 12/6/2022 End Date: 12/6/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
_DRY
On Rods (ft):
1After Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
U
.2
Y
E
a
�
o-
�/
o
O
J
OvU
o
a
J
Cn
_
.2/After
(6
(on
Brown CLAY
2.0
2.5
24
54
18
36
5
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
6"
100/
6„
100/
2.50"
100/
1.50"
100/
1
12
10
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Sort Worth Creek 76 BORING No.: 56
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 12/2/2022 End Date: 12/2/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
_DRY
On Rods (ft):
1After Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
U
.2
Y
E
a
�
o-
�/
o
O
OvU
J
o
a
J
_
.2/After
(6
(on
Dark Brown CLAY
2.0
2.5
32
5
10
15
20
Tan LIMESTONE with clay seams and layers
16.0
100/
5"
100/
5„
100/
12"
100/
9.50"
12
16
Gray LIMESTONE
20.0
100/
4"
$
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: 57
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 12/2/2022 End Date: 12/2/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m
r
o
U
L
GROUND WATER OBSERVATIONS
/ On Rods (ft): 6
1After Drilling (ft): 4
/After_ Hours (ft):
MATERIAL DESCRIPTION
°'
M
p
>O
��
`o
c o
U�
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Y
o f
O
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c T
�
o-
��
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=
a
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J
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U
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_
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(6
o
(n
Dark Brown CLAY
Z 4.0
2.25
2.25
31
29
69
23
46
5
10
15
20
Tan LIMESTONE with clay seams and layers
17.0
Gray LIMESTONE
20.0
100/
3„
100/
4.50"
100/
2„
11
26
100/
2"
0.75
21
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 5s
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 12/2/2022 End Date: 12/2/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m
r
o
U
L
2
�
GROUND WATER OBSERVATIONS
/On Rods (ft): NONE
1After Drilling (ft): DRY
fAfter Hours
MATERIAL DESCRIPTION
�'
E
M
�
m�
> O
0�
�
o
o
0
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Dark Brown CLAY
2.0
2.75
34
5
10
15
20
Tan LIMESTONE with clay seams and layers
13.0
Gray LIMESTONE
20.0
45
89/
5.50"
100/
3.50"
6
6
100/
2.50"
100/
1.50"
7
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: 59
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 12/2/2022 End Date: 12/2/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m
r
o
U
L
2
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GROUND WATER OBSERVATIONS
/On Rods (ft): NONE
1After Drilling (ft): DRY
fAfter Hours
MATERIAL DESCRIPTION
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Dark Brown CLAY
6.0
3.0
3.25
3.0
31
29
23
36
18
18
0.5
10
15
20
Tan LIMESTONE with clay seams and layers
16.0
100/
2.50"
100/
1.50"
100/
2„
8
Gray LIMESTONE
20.0
100/
1
13
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 6O
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 12/5/2022 End Date: 12/5/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m
r
o
U
L
2
�
GROUND WATER OBSERVATIONS
/On Rods (ft): NONE
1After Drilling (ft): DRY
fAfter Hours
MATERIAL DESCRIPTION
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Dark Brown CLAY
4.0
2.0
4.5
31
20
5
10
15
Tan LIMESTONE with clay seams and layers
15.0
100/
2.50"
100/
4.50"
100/
7"
8
20
Gray LIMESTONE
20.0
100/
4"
10
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: 63
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/18/2022 End Date: 11/18/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
GROUND WATER OBSERVATIONS
/ On Rods (ft): DRY
1After Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
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Tan CLAY with limestone fragments
3.0
2.5
3.5
24
17
42
16
26
5
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
8.50"
100/
1.50"
100/
3.50"
100/
1.1
23
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: 64
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 12/5/2022 End Date: 12/5/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m
r
o
U
L
2
�
GROUND WATER OBSERVATIONS
/On Rods (ft): NONE
1After Drilling (ft): DRY
fAfter Hours
MATERIAL DESCRIPTION
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Dark Brown CLAY
2.0
2.5
2.1
91
30
68
23
45
5
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
93/
11"
100/
91,
100/
7.50"
100/
5„
100/
3.50"
11
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: 65
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 12/5/2022 End Date: 12/5/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m
r
o
U
L
2
�
GROUND WATER OBSERVATIONS
/On Rods (ft): NONE
1After Drilling (ft): DRY
fAfter Hours
MATERIAL DESCRIPTION
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Dark Brown CLAY
2.0
2.25
28
5
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
6.50"
100/
5.50"
100/
4„
100/
5.50"
100/
4.50"
10
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: 66
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 12/5/2022 End Date: 12/5/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m
r
o
U
L
2
�
GROUND WATER OBSERVATIONS
/On Rods (ft): NONE
1After Drilling (ft): DRY
fAfter Hours
MATERIAL DESCRIPTION
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Dark Brown CLAY
3.0
2.5
2.5
25
26
57
18
39
5
10
15
—d
20
Tan LIMESTONE with clay seams and layers
17.0
100/
3„
100/
4.50"
100/
3.50"
6
Gray LIMESTONE
20.0
100/
3.50"
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: 67
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 12/5/2022 End Date: 12/5/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m
r
o
U
L
2
�
GROUND WATER OBSERVATIONS
/On Rods (ft): NONE
1After Drilling (ft): DRY
fAfter Hours
MATERIAL DESCRIPTION
�'
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Dark Brown CLAY
4.0
2.5
2.25
27
13
5
10
15
20
Tan LIMESTONE with clay seams and layers
17.0
Gray LIMESTONE with shale seams and layers
20.0
100/
3„
100/
5„
100/
3.50"
11
12
100/
5"
12
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 6s
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 12/5/2022 End Date: 12/5/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
ro
L
GROUND WATER OBSERVATIONS
Rods (ft): 8
1After Drilli
_ Hours (ft):
MATERIAL DESCRIPTION
M
m�
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Dark Brown CLAY
2.0
2.25
28
68
24
44
5
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
101,
100/
3.50"
100/
4„
100/
5„
100/
4"
9
5
11
26
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: 69
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 12/5/2022 End Date: 12/5/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m
r
o
U
L
2
�
GROUND WATER OBSERVATIONS
/On Rods (ft): NONE
1After Drilling (ft): DRY
fAfter Hours
MATERIAL DESCRIPTION
�'
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M
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Dark Brown CLAY
5.0
1.5
1.5
1.5
1.1
84
35
32
33
71
23
48
0.0
10
Tan LIMESTONE with clay seams and layers
14.0
100/
3"
100/
7.50"
10
15
20
Gray LIMESTONE with shale seams and layers
20.0
100/
3.50"
100/
4"
15
L
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 72
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/2/2022 End Date: 11/2/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
GROUND WATER OBSERVATIONS
/ On Rods (ft): DRY
1After _Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
o
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Xa
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a
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:
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(6
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Dark Brown CLAY
2.0
3.0
2.3
101
26
5
Tan CLAY
7.0
2.5
3.5
3.5
16
16
16
45
19
26
0.0
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
1"
100/
0.75"
100/
0.75"
11
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: 73
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/18/2022 End Date: 11/18/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
GROUND WATER OBSERVATIONS
/ On Rods (ft): DRY
1After _Drilli
/AfterHours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
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=
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Dark Brown CLAY
4.0
2.25
3.5
2.0
98
23
20
60
18
42
0.5
5
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
84/
10„
61/
12"
100/
3„
100/
1
14
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: 74
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 12/5/2022 End Date: 12/5/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m
r
o
U
L
2
�
GROUND WATER OBSERVATIONS
/On Rods (ft): NONE
1After Drilling (ft): DRY
fAfter Hours
MATERIAL DESCRIPTION
�'
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M
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Dark Brown CLAY
2.0
2.25
31
5
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
74
50/
6„
100/
1.50'
100/
7"
100/
4.50"
10
L
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: 75
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 12/5/2022 End Date: 12/5/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m
r
o
U
L
2
�
GROUND WATER OBSERVATIONS
/On Rods (ft): NONE
1After Drilling (ft): DRY
fAfter Hours
MATERIAL DESCRIPTION
�'
E
M
�
m�
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0�
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Dark Brown CLAY
3.0
2.5
3.0
34
28
65
22
43
5
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
50/
4.50"
100/
6„
100/
3.50"
100/
4"
9
12
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: 76
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 12/5/2022 End Date: 12/5/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m
r
o
U
L
2
�
GROUND WATER OBSERVATIONS
/On Rods (ft): NONE
1After Drilling (ft): DRY
fAfter Hours
MATERIAL DESCRIPTION
�'
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M
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m�
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Dark Brown CLAY
4.0
2.25
4.25
2.0
93
27
26
73
25
48
0.9
5
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
8.50"
100/
9
100/
10"
100/
6.50"
10
9
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Sort Worth Creek 76 BORING No.: 77
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 12/6/2022 End Date: 12/6/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
_DRY
On Rods (ft):
1After Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��
U��
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Y
O�N
E
a
o-
�/
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O
J
OvU
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J
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(6
(on
Dark Brown CLAY
2.0
1.75
30
61
21
40
5
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
4.50"
100/
4.50"
100/
4„
100/
6.50"
100/
2.50"
9
10
L
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 7s
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/19/2022 End Date: 11/19/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
_DRY
On Rods (ft):
1After Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
U)
m
��
Ofo-
U��
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Y
O�N
E
a
�/
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OvU
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(6
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Dark Brown CLAY with limestone fragments
1.0
5
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
6.50"
100/
4.50"
100/
2„
100/
4„
100/
4.50"
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: 79
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/18/2022 End Date: 11/18/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
On Rods (ft): DRY
1After Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��
U��
.2
Y
O�N
E
a
o-
�/
o
O
J
OvU
o
a
J
_ Cn
.2JAfter
(6
(on
Dark Brown CLAY with limestone fragments
2.0
4.25
18
62
21
41
5
10
15
20
Tan LIMESTONE with clay seams and layers
13.0
Gray LIMESTONE with shale seams and layers
20.0
100/
4.50"
100/
5„
100/
3.50"
100/
5.50"
100/
2"
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: so
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/9/2022 End Date: 11/9/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
j On Rods (ft): DRY
1After Drilling (ft): DRY
/After_ Hours (ft):
MATERIAL DESCRIPTION
E
M
m O
��
o
c o
0
Xa
Y
o f
d O
a
CL E
va r
c a,
1E 2.N
o-
?�
��
20
o O
Z
=
a
J
o
a
J
_
a
X
(6
a
o
(n
Dark Brown CLAY
4.0
3.0
4.5+
22
9
40
16
24
0.0
5
10
15
20
Tan LIMESTONE with clay seams and layers
18.0
100/
5.50"
100/
1„
100/
0.50"
Gray LIMESTONE
20.0
100/
1
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 8�
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/2/2022 End Date: 11/2/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
GROUND WATER OBSERVATIONS
/ On Rods (ft): DRY
1After _Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
U)
m
��O�N
Ofo-
o
U
.2
Y
E
va r
�
C�
o O
=
OvU
J
o
aCn
J
_
.2/After
(6
o
(n
Brown CLAY
2.0
2.75
28
66
23
43
Tan CLAY
4.0
4.5+
14
5
10
15
20
Tan LIMESTONE with clay seams and layers
18.0
100/
8.50"
100/
2.25"
100/
0.75"
10
Gray LIMESTONE
20.0
100/
0.75"
4
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: s2
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/18/2022 End Date: 11/18/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
_DRY
On Rods (ft):
1After Drilli
/AfterHours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
U
.2
Y
E
a
�
o-
�/
o
O
OvU
J
o
a
J
_
.
(6
(on
Dark Brown CLAY
4.0
3.25
3.25
26
17
5
10
Tan CLAY with calcareous deposits
10.0
30/
12"
4.0
4.0
4.5+
15
18
14
59
19
40
0.0
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
3„
100/
3.50"
11
TEST BORING TERMINATED AT 20 FT
Creek 76 BORING NO.: 83
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth,
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/18/2022 End Date: 11/18/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
_DRY
On Rods (ft):
1After Drilli
/AfterHours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
U
.2
Y
E
a
�
o-
�/
o
O
J
OvU
o
a
J
_ Cn
.
(6
(on
Dark Brown CLAY
2.0
2.75
24
69
22
47
5
Tan CLAY with calcareous deposits
6.0
4.25
4.5+
12
13
Tan LIMESTONE with clay seams and layers
8.0
37/
12"
10
15
20
Tan CLAY with calcareous deposits
13.0
4.5+
10
Tan LIMESTONE with clay seams and layers
20.0
100/
3.50"
100/
3.50"
14
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 84
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/18/2022 End Date: 11/18/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
_DRY
On Rods (ft):
1After Drilli
/AfterHours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
U
a
.2
Y
E
�
a
o-
:
�/
o
O
Za
J
OvU
o
a
JX
_a Cn
.
a(6
(on
Dark Brown CLAY
4.0
3.0
4.5+
1.0
88
27
20
68
23
45
5
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
47/
12„
100/
6.50"
100/
3„
100/
2.50"
13
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: s5
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/18/2022 End Date: 11/18/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
_DRY
On Rods (ft):
1After Drilli
/AfterHours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
U
.2
Y
E
a
�
o-
�/
o
O
OvU
J
o
a
J
_
.
(6
(on
Dark Brown CLAY
2.0
3.25
26
5
10
15
20
Tan LIMESTONE with clay seams and layers
11.0
Tan CLAY
13.0
100/
2"
100/
6.50"
100/
6„
10
Tan LIMESTONE with clay seams and layers
20.0
100/
4.50"
100/
4"
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 86
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/9/2022 End Date: 11/9/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
GROUND WATER OBSERVATIONS
/ On Rods (ft): DRY
1After _Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
o
U
.2
Y
E
va r
�
o-
C�
o O
=
OvU
J
o
a
J
_
.2/After
(6
o
(n
Dark Brown CLAY
2.0
1.75
34
Light Brown CLAY
4.0
4.5+
11
40
17
23
5
10
15
20
Tan LIMESTONE with clay seams and layers
1(i.0
74/
12„
100/
1„
100/
1„
Gray LIMESTONE
20.0
100/
1
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: s7
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/2/2022 End Date: 11/2/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
GROUND WATER OBSERVATIONS
/ On Rods (ft): DRY
1After _Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
U)
m
���O�N
Ofo-
o
U
.2
Y
E
va r
�
C�
o O
=
OvU
J
o
aCn
J
_
.2/After
(6
o
(n
Dark Brown CLAY
2.0
4.5+
27
78
27
51
Tan CLAY
3.0
4.5+
9
5
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
7.25"
97/
0.75'
100/
1„
100/
0.50"
12
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 8s
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/9/2022 End Date: 11/9/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
j On Rods (ft): DRY
1After Drilling (ft): DRY
JAfter Hours (ft):
MATERIAL DESCRIPTION
E
M
m O
��0
o
c o
a
Y
o f
Oc
a-1E
a?�
CL E
a r
a,
2
o-
��
�oN
O
Z
=
Ova
Uo
JaX
_
X
.(6
a
o
(n
Y
k
r �y
Dark Brown CLAYEY GRAVEL
2.0
13
Brown GRAVELLY CLAY
3.0
4.5+
10
61
23
38
5
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
101,
100/
11"
100/
1„
100/
1
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: s9
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 12/11/2022 End Date: 12/11/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
_DRY
On Rods (ft):
1After Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
U
.2
Y
E
�
a
o-
:
�/
o
Oa
Za
J
OvU
o
a
JX
Cn
_a
.a2/After
(6
(on
5
Dark Brown CLAY with limestone fragments
6.0
2.0
3.0
3.25
1.6
91
27
29
18
73
24
49
0.4
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
8"
100/
4.50"
100/
3.50"
100/
3"
13
8
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 9O
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 12/11/2022 End Date: 12/11/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
_DRY
On Rods (ft):
1After Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
U
.2
Y
E
a
�
o-
�/
o
O
OvU
J
o
a
J
_
.2/After
(6
(on
5
Dark Brown CLAY
6.0
2.25
1.25
2.25
30
32
27
Tan CLAY with calcareous deposits
8.0
4.25
15
40
13
27
0.3
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
7.50"
100/
8„
100/
2"
35
8
L
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: s�
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/20/2022 End Date: 11/20/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
_DRY
On Rods (ft):
1After Drilli
/AfterHours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
U
.2
Y
E
a
�
o-
�/
o
O
OvU
J
o
a
J
_
.
(6
(on
Dark Brown CLAY
2.0
2.5
26
Brown CLAY
4.0
4.5+
21
65
25
40
5
Light Brown CLAY with calcareous deposits
8.0
3.5
4.5+
18
11
52
18
34
2.1
10
/
Tan CLAY with calcareous deposits
10.0
3.0
24
49
22
27
0.4
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
4.50"
100/
3.50"
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 92
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/20/2022 End Date: 11/20/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
_DRY
On Rods (ft):
1After Drilli
/AfterHours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
U
.2
Y
E
a
�
o-
�/
o
O
OvU
J
o
a
J
_
.
(6
(on
Dark Brown CLAY
2.0
3.5
22
5
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
49/
12"
100/
10„
72/
11"
100/
4.50"
100/
1.50"
13
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: s3
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/19/2022 End Date: 11/19/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
_DRY
On Rods (ft):
1After Drilli
/AfterHours (ft):
MATERIAL DESCRIPTION
M
m
��
U��
.2
Y
O�N
E
a
o-
�/
o
O
OvU
J
o
a
J
_
.
(6
(on
Dark Brown CLAY
2.0
3.5
17
5
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
83/
0.50'
45/
12„
100/
6.50"
100/
4„
100/
4.50"
7
15
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: s4
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/19/2022 End Date: 11/19/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
_DRY
On Rods (ft):
1After Drilli
/AfterHours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
U
X
.2
Y
E
�
a
o-
:
�/
o
Oa
Za
J
OvU
o
Ja
_a
.
a(6
(on
Dark Brown CLAY
3.0
4.5+
1.9
102
18
5
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
5.50"
100/
5.50"
100/
5„
100/
3"
5
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: s5
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/9/2022 End Date: 11/9/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
GROUND WATER OBSERVATIONS
/ On Rods (ft): DRY
1After _Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
o
U
.2
Y
E
va r
�
o-
C�
o O
=
OvU
J
o
aCn
J
_
.2/After
(6
o
(n
Dark Brown CLAY
4.0
2.5
4.25
29
22
70
23
47
5
Tan CLAY with calcareous deposits
5.0
4.5+
10
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
7"
100/
9.50"
100/
1„
100/
1.1
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: 96
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/9/2022 End Date: 11/9/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
GROUND WATER OBSERVATIONS
/ On Rods (ft): DRY
1After _Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
o
U
.2
Y
E
va r
�
o-
C�
o O
=
OvU
J
o
a
J
_
.2/After
(6
o
(n
Dark Brown CLAY
4.0
3.75
4.25
12.7
105
27
21
5
10
15
20
Light Brown and Tan CLAY with calcareous deposits
12.0
4.5+
4.5+
4.5+
10
13
16
33
16
17
0.4
Tan LIMESTONE with clay seams and layers
20.0
100/
1„
100/
1
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: s7
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/9/2022 End Date: 11/9/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 170 / 24
m
r
o
U
L
GROUND WATER OBSERVATIONS
/ On Rods (ft): DRY
1After _Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
o
U
.2
Y
E
va r
�
o-
C�
o O
=
OvU
J
o
aCn
J
_
.2/After
(6
o
(n
Dark Brown CLAY
4.0
3.5
4.5+
27
20
62
25
37
5
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
74/
12„
97/
101,
100/
1„
100/
1
13
TEST BORING TERMINATED AT 20 FT
Creek 76 BORING NO.: ss
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth,
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 12/11/2022 End Date: 12/11/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
_DRY
On Rods (ft):
1After Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
U
.2
Y
E
a
�
o-
�/
o
O
J
OvU
o
a
J
Cn
_
.2/After
(6
(on
Dark Brown CLAY
4.0
1.5
1.0
26
30
65
20
45
5
Light Brown and Tan CLAY with calcareous deposits
8.0
3.0
4.25
22
17
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
4„
100/
6„
100/
2"
12
25
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: s9
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 12/11/2022 End Date: 12/11/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
_DRY
On Rods (ft):
1After Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
U
X
.2
Y
E
�
a
o-
:
�/
o
Oa
Za
J
OvU
o
Ja
_a
.a2/After
(6
(on
5
Dark Brown CLAY
6.0
2.25
1.5
1.5
1.3
89
30
33
32
10
Tan CLAY with calcareous deposits
10.0
4.25
2.25
19
25
39
18
21
0.7
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
4.50"
100/
1
13
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth Creek Rd. BORING NO.: � t 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 12/11/2022 End Date: 12/11/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
_DRY
On Rods (ft):
1After Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
U
.2
Y
E
a
�
o-
�/
o
O
J
OvU
o
a
J
Cn
_
.2/After
(6
(on
Dark Brown CLAY with calcareous deposits
4.0
2.25
2.0
29
30
75
24
51
5
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
8.50"
100/
4„
100/
3„
100/
2"
12
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING No.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/20/2022 End Date: 11/20/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
_DRY
On Rods (ft):
1After Drilli
/AfterHours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
U
.2
Y
E
a
�
o-
�/
o
O
OvU
J
o
a
J
_
.
(6
(on
5
Dark Brown CLAY
6.0
3.25
4.0
3.5
25
18
15
10
Tan CLAY with calcareous deposits
10.0
4.5+
4.5+
14
11
36
17
19
0.1
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
3.50"
100/
1.50"
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth Creek Rd. BORING NO.: � t 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/19/2022 End Date: 11/19/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
_DRY
On Rods (ft):
1After Drilli
/AfterHours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
U
.2
Y
E
a
�
o-
�/
o
O
�
OvU
J
o
J
�
.
(6
(o�n
5
Dark Brown CLAY
6.0
3.5
2.5
3.25
25
18
15
30
13
17
0.5
10
15
20
Tan CLAY with calcareous deposits
12.0
4.5+
4.5+
9
13
Tan LIMESTONE with clay seams and layers
20.0
100/
3.50"
100/
3"
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Sort Worth Creek Rd. BORING No.: � t 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/9/2022 End Date: 11/9/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
_DRY
On Rods (ft):
1After Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
U
.2
Y
E
a
�
o-
�/
o
O
OvU
J
o
a
J
_
.2/After
(6
(on
Dark Brown CLAY
4.0
2.5
4.5+
33
24
5
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
78/
12„
100/
3.50"
100/
1„
100/
1
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth Creek Rd. BORING No.: � t 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 12/12/2022 End Date: 12/12/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
_DRY
On Rods (ft):
1After Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
U
.2
Y
E
a
�
o-
�/
o
O
OvU
J
o
a
J
_
.2/After
(6
(on
5
Dark Brown CLAY
6.0
2.0
3.0
4.25
30
26
23
10
15
20
Tan CLAY with calcareous deposits
12.0
3.5
4.5+
19
12
56
18
38
0.0
Tan LIMESTONE with clay seams and layers
20.0
100/
2.50"
100/
1
11
7
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth Creek Rd. BORING No.: � t 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 12/11/2022 End Date: 12/11/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
_DRY
On Rods (ft):
1After Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
U
.2
Y
E
a
�
o-
�/
o
O
J
OvU
o
a
J
Cn
_
.2/After
(6
(on
Dark Brown CLAY
4.0
2.75
2.25
24
29
67
21
46
5
Light Brown and Tan CLAY with calcareous deposits
8.0
4.5
4.5+
23
12
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
5„
100/
3„
100/
1.50"
12
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth Creek Rd. BORING No.: � t 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/20/2022 End Date: 11/20/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
_DRY
On Rods (ft):
1After Drilli
/AfterHours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
U
.2
Y
E
a
�
o-
�/
o
O
OvU
J
o
a
J
_
.
(6
(on
5
Dark Brown CLAY
6.0
2.25
2.0
4.0
1.8
92
31
30
16
33
16
17
0.3
Tan CLAY with calcareous deposits
8.0
4.5+
13
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
7„
100/
1„
100/
0.50"
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth Creek Rd. BORING No.: � t 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/19/2022 End Date: 11/19/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
_DRY
On Rods (ft):
1After Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
U
.2
Y
E
a
�
o-
�/
o
O
OvU
J
o
a
J
_
.2/After
(6
(on
Dark Brown CLAY
4.0
3.5
4.25
24
16
5
Tan CLAY
8.0
4.5+
4.5+
14
11
34
18
16
0.1
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
5.50"
100/
3„
100/
1.1
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth Creek Rd. BORING NO.: � t 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 12/12/2022 End Date: 12/12/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
_DRY
On Rods (ft):
1After Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
U
.2
Y
E
a
�
o-
�/
o
O
OvU
J
o
a
J
_
.2/After
(6
(on
5
Dark Brown CLAY with calcareous deposits
6.0
1.0
1.0
3.75
25
29
19
62
21
41
0.4
10
Tan CLAY with calcareous deposits
10.0
4.5
3.5
14
20
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
2„
100/
1
10
8
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Sort Worth Creek Rd. BORING No.: � t 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 12/9/2022 End Date: 12/9/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
_DRY
On Rods (ft):
1After Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
U
.2
Y
E
a
�
o-
�/
o
O
OvU
J
o
a
J
_
.2/After
(6
(on
5
Dark Brown CLAY with calcareous deposits
6.0
2.25
2.5
4.0
1.8
97
24
24
19
Tan CLAY with calcareous deposits
8.0
3.75
14
52
17
35
0.3
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
8.50"
100/
2.50"
100/
4"
12
8
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Sort Worth Creek Rd. BORING No.: o
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 12/9/2022 End Date: 12/9/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
_DRY
On Rods (ft):
1After Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
U
.2
Y
E
a
�
o-
�/
o
O
J
OvU
o
a
J
Cn
_
.2/After
(6
(on
Brown CLAY
4.0
3.0
2.0
24
24
54
19
35
5
10
15
20
Light Brown and Tan CLAY with calcareous deposits
11.0
4.25
4.5
2.0
22
19
22
Tan LIMESTONE with clay seams and layers
20.0
100/
1.50"
100/
2"
10
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 111
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/20/2022 End Date: 11/20/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
_DRY
On Rods (ft):
1After Drilli
/AfterHours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
U
.2
Y
E
a
�
o-
�/
o
O
OvU
J
o
a
J
_
.
(6
(on
5
Dark Brown CLAY
6.0
2.25
2.75
3.5
28
24
18
Tan CLAY with calcareous deposits
8.0
4.5+
14
39
18
21
0.4
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
2.50"
100/
1.50"
100/
1
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek Rd. BORING No.: 2
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/19/2022 End Date: 11/19/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
_DRY
On Rods (ft):
1After Drilli
/AfterHours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
U
.2
Y
E
a
�
o-
�/
o
O
J
OvU
o
a
J
_ Cn
.
(6
(on
5
Dark Brown CLAY
6.0
2.75
3.0
4.5+
29
29
14
78
25
53
0.0
10
15
20
Light Brown and Tan CLAY
11.0
3.5
4.5+
14
9
Tan LIMESTONE with clay seams and layers
20.0
100/
3„
100/
1
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek Rd' BORING NO.: 113
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 12/12/2022 End Date: 12/12/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
_DRY
On Rods (ft):
1After Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
U
.2
Y
E
a
�
o-
�/
cl,
o
O
OvU
J
o
a
J
_
.2/After
(6
(on
Dark Brown CLAY
4.0
1.0
2.0
26
27
5
Tan CLAY with calcareous deposits
7.0
4.5+
4.5+
21
13
68
23
45
10
15
20
Tan LIMESTONE with clay seams and layers
17.0
100/
1"
100/
1„
100/
0.50"
9
Gray LIMESTONE
20.0
100/
1
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 114
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 12/9/2022 End Date: 12/9/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
_DRY
On Rods (ft):
1After Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
U
.2
Y
E
�
a
o-
:
�/
o
Oa
Za
J
OvU
o
a
JX
Cn
_a
.a2/After
(6
(on
Dark Brown CLAY
4.0
1.75
2.25
1.1
90
29
28
73
24
49
0.7
5
Tan CLAY with calcareous deposits
8.0
3.5
4.5
14
14
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
1.50"
100/
1„
100/
1
8
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 115
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 12/9/2022 End Date: 12/9/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
_DRY
On Rods (ft):
1After Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
U
.2
Y
E
a
�
o-
�/
o
O
Z
OvU
J
o
a
J
_
.2/After
(6
(on
Dark Brown cLAY
4.0
2.5
2.5
26
27
5
10
15
20
Light Brown and Tan CLAY with calcareous deposits
11.0
3.0
3.5
4.5+
26
19
15
51
18
33
0.0
Tan LIMESTONE with clay seams and layers
20.0
100/
1„
100/
1
11
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 116
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/19/2022 End Date: 11/19/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
_DRY
On Rods (ft):
1After Drilli
/AfterHours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
U
.2
Y
E
a
�
o-
�/
o
O
OvU
J
o
a
J
_
.
(6
(on
5
Dark Brown CLAY
6.0
1.5
1.5
4.5+
23
28
18
51
20
31
2.5
Light Brown and Tan CLAY
9.0
4.5+
2.25
15
18
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
79/
11.50,
100/
2„
100/
4"
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek Rd. BORING No.: 7
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 12/12/2022 End Date: 12/12/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
_DRY
On Rods (ft):
1After Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
U
.2
Y
E
a
�
o-
�/
o
O
J
OvU
o
a
J
Cn
_
.2/After
(6
(on
Dark Brown CLAY
4.0
2.0
2.75
30
27
61
21
40
5
Tan CLAY with calcareous deposits
5.0
4.0
13
10
15
20
Tan LIMESTONE with clay seams and layers
17.0
100/
4.50"
100/
1.50"
100/
1„
10
7
Gray LIMESTONE
20.0
100/
1 0.50"
7
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Sort Worth Creek Rd. BORING No.: s
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 12/9/2022 End Date: 12/9/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
_DRY
On Rods (ft):
1After Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
U
.2
Y
E
a
�
o-
�/
o
O
OvU
J
o
a
J
_
.2/After
(6
(on
Dark Brown CLAY
4.0
2.0
2.0
27
27
5
Light Brown CLAY
5.0
2.75
22
56
18
38
10
15
20
Tan LIMESTONE with clay seams and layers
17.0
100/
5"
100/
3„
100/
3„
12
Gray LIMESTONE
20.0
100/
1 1.50"
8
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek Rd' BORING NO.: 119
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 12/9/2022 End Date: 12/9/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
_16
On Rods (ft):
1After Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
pY
��O�N
U
.2
E
a
�
o-
�/
o
O
J
OvU
o
a
J
Cn
_
.2/After
(6
(on
Dark Brown CLAY
4.0
2.0
1.25
28
25
48
20
28
0.0
5
Tan CLAY with calcareous deposits
6.0
2.25
25
10
15
20
Tan LIMESTONE with clay seams and layers
1
20.0
100/
4.50"
100/
1.50"
100/
2.50"
100/
2"
13
9
25
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth Creek Rd. BORING NO.: � t 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/19/2022 End Date: 11/19/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
_DRY
On Rods (ft):
1After Drilli
/AfterHours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
U
.2
Y
E
�
a
o-
:
�/
o
Oa
Za
J
OvU
o
a
JX
_a Cn
.
a(6
(on
5
Dark Brown CLAY
7.0
1.75
1.75
4.5+
4.5+
1.3
95
25
25
18
14
62
19
43
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
4"
100/
4.50"
100/
2„
100/
1
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth Creek Rd. BORING No.: � t 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 12/12/2022 End Date: 12/12/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
On Rods (ft): DRY
1After Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
U
.2
Y
E
a
�
o-
�/
o
O
J
OvU
o
a
J
Cn
_
.2JAfter
(6
(on
5
Dark Brown CLAY
with limestone fragments at 4'
5.0
1.75
3.0
28
27
72
23
49
10
15
Tan LIMESTONE with clay seams and layers
19.0
100/
2.50"
100/
4„
100/
4.50"
10
20
Gray LIMESTONE
20.0
100/
1.50"
9
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth Creek Rd. BORING NO.: � t 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 12/9/2022 End Date: 12/9/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
_DRY
On Rods (ft):
1After Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
U
.2
Y
E
a
�
o-
�/
o
O
J
OvU
o
a
J
Cn
_
.2/After
(6
(on
5
Dark Brown CLAY
6.0
1.75
2.5
4.5
27
29
27
75
23
52
10
15
20
Tan LIMESTONE with clay seams and layers
17.0
Gray LIMESTONE
20.0
100/
2"
100/
3.50"
100/
4.50"
8
100/
1.50"
8
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Sort Worth Creek Rd. BORING No.: � t 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 12/9/2022 End Date: 12/9/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
_DRY
On Rods (ft):
1After Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
U
X
.2
Y
E
�
a
o-
:
�/
o
Oa
Za
J
OvU
o
Ja
_a
.a2/After
(6
(on
5
Dark Brown CLAY
6.0
1.5
1.5
2.25
1.6
94
26
30
28
Tan CLAY with calcareous deposits
8.0
4.5+
16
46
19
27
0.4
10
15
20
Tan LIMESTONE with clay seams and layers
17.0
Gray LIMESTONE
20.0
100/
1„
100/
0.50"
100/
1
10
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth Creek Rd. BORING No.: � t 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/20/2022 End Date: 11/20/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
_DRY
On Rods (ft):
1After Drilli
/AfterHours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
U
.2
Y
E
a
�
o-
�/
o
O
J
OvU
o
a
J
_ Cn
.
(6
(on
5
Dark Brown CLAY
6.0
1.75
3.0
3.75
22
25
23
65
21
44
0.0
Light Brown and Tan CLAY with calcareous deposits
9.0
4.5+
4.5+
12
12
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
60/
12"
100/
2.50"
100/
2.50"
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth Creek Rd. BORING No.: � t 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 11/19/2022 End Date: 11/19/2022 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (lbs / in): 140 / 30
m ro
LU
GROUND WATER OBSERVATIONS
_DRY
On Rods (ft):
1After Drilli
Hours (ft):
MATERIAL DESCRIPTION
M
m
��O�N
U
.2
Y
E
a
�
o-
�/
o
O
OvU
J
o
a
J
_
.2/After
(6
(on
5
Dark Brown CLAY
6.0
2.5
1.75
3.75
23
25
21
Tan CLAY with calcareous deposits
8.0
3.0
21
57
17
40
0.0
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
8„
100/
5.50"
100/
2.50"
11
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Sort Worth Creek Rd. BORING No.: � t 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/27/2023 End Date: 3/27/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
M
m�
O
o
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U
a
Y
o f
O-cNzdS
a?�
CL E
var
a,
o-
c�
�20N
O
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=
Ova
Uo
JaX
_
X
.(6
a
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(n
Dark Brown CLAY
2.0
2.0
2.1
85
31
73
24
49
5
10
15
20
Tan LIMESTONE with clay seams and layers
12.0
100/
0.501,
100/
2.50"
100/
5.50"
15
9
Gray LIMESTONE
20.0
100/
1„
100/
0.501,
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Sort Worth Creek Rd. BORING No.: � t 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/27/2023 End Date: 3/27/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
M
m�
O
o
o
U
a
Y
o f
O-cNzdS
a?�
CL E
var
a,
o-
c�
�20N
O
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=
Ova
Uo
Ja
_
X
.N
a2X
o
(n
Dark Brown CLAY
1.0
3.5
29
66
23
43
5
10
15
20
Tan LIMESTONE with clay seams and layers
7.0
100/
1"
100/
3.50"
Gray LIMESTONE
20.0
100/
1„
100/
1„
100/
11
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth Creek Rd. BORING NO.: � t 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/27/2023 End Date: 3/27/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
M
m�
O
o
o
U
a
Y
o f
O-cNzdS
a?�
CL E
var
a,
o-
c�
�20N
O
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=
Ova
Uo
JaX
_
X
.(6
a
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(n
Dark Brown CLAY
1.0
4.5
30
5
10
15
20
Tan LIMESTONE with clay seams and layers
8.0
Gray LIMESTONE
20.0
50/
0"
100/
0.50"
8
100/
0.50"
100/
1„
50/
0.1
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Sort Worth Creek Rd. BORING No.: � t 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/27/2023 End Date: 3/27/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
M
m�
O
o
o
U
a
Y
o f
O-cNzdS
a?�
CL E
var
a,
o-
c�
�20N
O
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=
Ova
Uo
JaX
_
X
.(6
a
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(n
Dark Brown CLAY
2.0
2.5
31
65
23
42
5
10
15
20
Tan LIMESTONE with clay seams and layers
11.0
Gray LIMESTONE
20.0
100/
0.50"
100/
1.50"
100/
2„
15
100/
1.50"
100/
0.50"
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Sort Worth Creek Rd. BORING No.: � t 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/27/2023 End Date: 3/27/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
M
m�
O
o
o
U
a
Y
o f
O-cNzdS
a?�
CL E
var
a,
o-
c�
�20N
O
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=
Ova
Uo
JaX
_
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.(6
a
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(n
Dark Brown CLAY
3.0
3.0
3.0
30
31
73
24
49
5
Tan LIMESTONE with clay seams and layers
9.0
100/
3.50"
10
15
20
Gray LIMESTONE
20.0
100/
2„
100/
1„
100/
1.50"
TEST BORING TERMINATED AT 20 FT
eek
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth creak 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/27/2023 End Date: 3/27/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
M
m�
O
o
o
U
a
Y
o f
O-cNzdS
a?�
CL E
var
a,
o-
c�
�20N
O
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=
Ova
Uo
JaX
_
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.(6
a
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(n
Dark Brown CLAY
1.0
3.75
25
5
Tan LIMESTONE with clay seams and layers
9.0
100/
4.50"
100/
3.50"
10
15
20
Gray LIMESTONE
20.0
100/
4„
100/
2„
100/
1
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Sort Worth Creek Rd. BORING No.: � t 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/27/2023 End Date: 3/27/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
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Dark Brown CLAY
2.0
3.5
28
5
10
15
20
Tan LIMESTONE
12.0
100/
1.501,
100/
0.50"
100/
1„
Gray LIMESTONE
20.0
100/
1„
100/
1.1
TEST BORING TERMINATED AT 20 FT
eek
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth creak 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/27/2023 End Date: 3/27/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
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Dark Brown CLAY
2.0
2.5
2.1
88
32
72
24
48
5
Tan LIMESTONE with clay seams and layers
9.0
100/
5.50"
100/
5.50"
9
10
15
20
Gray LIMESTONE
20.0
100/
2.50"
100/
3„
100/
1.50"
TEST BORING TERMINATED AT 20 FT
eek
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth creak 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/28/2023 End Date: 3/28/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
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Dark Brown CLAY
2.0
3.25
26
Light Brown to Tan CLAY
4.0
3.0
19
48
16
32
5
10
15
20
Tan LIMESTONE with clay seams and layers
11.0
Gray LIMESTONE
20.0
100/
5.50"
100/
3„
14
100/
2„
100/
1.50"
TEST BORING TERMINATED AT 20 FT
eek
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth creak 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/27/2023 End Date: 3/27/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
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var
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Dark Brown CLAY
2.0
3.25
26
5
Tan CLAY with calcareous deposits
7.0
3.75
2.75
3.25
18
24
22
42
18
24
0.0
10
Tan LIMESTONE
10.0
100/
1 2"
15
20
Gray LIMESTONE
20.0
100/
5„
100/
5.50"
TEST BORING TERMINATED AT 20 FT
eek
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth creak 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/27/2023 End Date: 3/27/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
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Dark Brown CLAY
2.0
3.5
25
51
Tan CLAY
5.0
3.5
4.5+
18
16
35
17
18
10
15
20
Tan LIMESTONE with clay seams and layers
11.0
100/
5.50"
100/
3„
16
Gray LIMESTONE
20.0
100/
1„
100/
1
TEST BORING TERMINATED AT 20 FT
eek
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth creak 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/27/2023 End Date: 3/27/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
M
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var
a,
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=
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Dark Brown CLAY
2.0
3.5
28
51
Tan CLAY
5.0
4.0
4.5+
17
15
43
18
25
0.0
10
15
20
Tan LIMESTONE with clay seams and layers
11.0
100/
4.50"
100/
4„
Gray LIMESTONE
20.0
100/
0.50"
100/
1.50"
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Sort Worth Creek Rd. BORING No.: � t 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/28/2023 End Date: 3/28/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
M
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var
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=
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Dark Brown CLAY
2.0
4.25
26
5
Tan CLAY
8.0
3.75
4.0
3.5
23
17
17
51
18
33
0.1
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
4.50"
100/
1„
100/
1
15
TEST BORING TERMINATED AT 20 FT
eek
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth creak 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/27/2023 End Date: 3/27/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
M
m�
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Dark Brown CLAY
2.0
3.75
3.9
98
25
60
21
39
5
Tan CLAY
5.0
4.5+
3.5
20
23
10
Tan LIMESTONE with clay seams and layers
14.0
100/
3"
100/
3.50"
15
20
Gray LIMESTONE
20.0
100/
1.50"
100/
0.50"
L
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Sort Worth Creek 76 BORING No.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/28/2023 End Date: 3/28/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
JAfter Hours (ft):
MATERIAL DESCRIPTION
En-0�c
M
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Dark Brown CLAY
4.0
3.5
3.25
30
30
73
24
49
0.0
5
Tan CLAY with calcareous deposits
8.0
3.0
3.0
19
22
10
15
20
Tan LIMESTONE with clay seams and layers
13.0
Gray LIMESTONE
20.0
100/
4„
100/
2.50"
100/
2.50"
TEST BORING TERMINATED AT 20 FT
eek
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth creak 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/28/2023 End Date: 3/28/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
JAfter Hours (ft):
MATERIAL DESCRIPTION
En-0�c
M
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Dark Brown CLAY
2.0
2.5
1.5
91
27
72
23
49
Tan CLAY
4.0
3.0
16
5
10
15
20
Tan LIMESTONE with clay seams and layers
13.0
Gray LIMESTONE
20.0
100/
5„
100/
6.50"
100/
2„
100/
1
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Sort Worth Creek 76 BORING No.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/28/2023 End Date: 3/28/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
JAfter Hours (ft):
MATERIAL DESCRIPTION
En-0�c
M
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Dark Brown CLAY
4.0
3.25
3.75
28
27
64
21
43
5
Tan CLAY
6.0
3.0
26
10
15
20
Tan LIMESTONE with clay seams and layers
13.0
Gray LIMESTONE
20.0
100/
4.50"
100/
5.50"
14
100/
1.50"
100/
1
TEST BORING TERMINATED AT 20 FT
eek
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth creak 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/30/2023 End Date: 3/30/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
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5
Dark Brown CLAY
6.0
2.0
1.0
1.0
28
34
35
78
25
53
0.0
Tan CLAY with limestone fragments
7.0
4.5+
14
10
15
20
Tan LIMESTONE with clay seams and layers
17.0
100/
5"
100/
3„
100/
1.50"
Gray LIMESTONE
20.0
100/
1 2.50"
TEST BORING TERMINATED AT 20 FT
eek
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth creak 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/30/2023 End Date: 3/30/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
JAfter Hours (ft):
MATERIAL DESCRIPTION
En-0�c
M
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Dark Brown CLAY
4.0
4.5+
4.0
2.4
96
22
24
5
Light Brown CLAY
8.0
3.5
2.5
22
20
42
18
24
0.0
10
15
20
Tan LIMESTONE with clay seams and layers
13.0
Gray LIMESTONE
20.0
100/
1.50"
100/
1„
100/
1.50"
TEST BORING TERMINATED AT 20 FT
eek
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth creak 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/26/2023 End Date: 3/26/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/After_ Hours (ft):
MATERIAL DESCRIPTION
E
M
m�
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20
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=
a
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Dark Brown CLAY
4.0
4.5+
4.0
28
20
55
19
36
0.1
5
Tan CLAY
8.0
4.5+
4.0
16
22
10
15
20
Tan LIMESTONE with clay seams and layers
16.0
100/
0.50'
100/
6.50"
Gray LIMESTONE
20.0
100/
0.50"
TEST BORING TERMINATED AT 20 FT
eek
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth creak 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/29/2023 End Date: 3/29/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
JAfter Hours (ft):
MATERIAL DESCRIPTION
En-0�c
M
m�
O
o
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ar
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=
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Brown CLAY
2.0
4.5
2.4
102
18
49
19
30
Tan CLAY
4.0
4.25
14
5
10
15
20
Tan LIMESTONE with clay seams and layers
13.0
Gray LIMESTONE with shale saems and layers
20.0
100/
4.50"
100/
3.50"
100/
5„
100/
2.50"
TEST BORING TERMINATED AT 20 FT
eek
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth creak 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/28/2023 End Date: 3/28/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
M
m�
O
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var
a,
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�20N
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=
Ova
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_
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Dark Brown CLAY
4.0
1.75
1.5
34
29
5
Tan CLAY with calcareous deposits
8.0
3.0
4.5
17
14
28
15
13
0.0
10
15
20
Tan LIMESTONE with clay seams and layers
18.0
100/
6.50"
100/
1„
Gray LIMESTONE
20.0
100/
1.50"
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Sort Worth Creek 76 BORING No.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/28/2023 End Date: 3/28/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
M
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(n
Dark Brown CLAY
4.0
1.5
2.0
36
28
72
23
49
5
10
15
20
Tan WEATHERED LIMESTONE with clay seams
and layers
11.0
Tan LIMESTONE with clay seams and layers
16.0
Gray LIMESTONE
20.0
100/
6"
100/
7.50"
11
100/
5„
100/
1
TEST BORING TERMINATED AT 20 FT
eek
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth creak 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/29/2023 End Date: 3/29/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
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Dark Brown CLAY
2.0
3.0
32
5
Brown CLAY
6.0
2.75
3.0
27
26
Tan CLAY
8.0
4.0
19
46
19
27
0.0
10
15
20
Tan LIMESTONE with clay seams and layers
16.0
100/
7„
100/
1.50"
Gray LIMESTONE
20.0
100/
1
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Sort Worth Creek Rd. BORING No.: � t 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/30/2023 End Date: 3/30/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
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Dark Brown CLAY
2.0
3.0
27
60
21
39
Brown CLAY
4.0
4.5
22
61
23
38
5
Tan CLAY with calcareous deposits
8.0
3.75
4.5+
17
15
10
Tan LIMESTONE
14.0
100/
2.50"
15
20
Gray LIMESTONE
20.0
100/
1„
100/
1
TEST BORING TERMINATED AT 20 FT
eek
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth creak 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/26/2023 End Date: 3/26/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
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Dark Brown CLAY
2.0
2.0
1.1
95
25
Tan CLAY
4.0
1.5
20
37
16
21
5
10
15
20
Tan CLAY with limestone seams
12.0
36/
12„
46/
12"
18
18
Gray LIMESTONE with shale seams and layers
20.0
100/
6„
100/
4.50"
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Sort Worth Creek Rd. BORING No.: � t 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/28/2023 End Date: 3/28/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
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Dark Brown CLAY
4.0
3.25
2.5
1.6
93
30
27
65
22
43
5
Tan CLAY with calcareous deposits
8.0
3.5
3.0
16
17
10
15
20
Tan LIMESTONE with clay seams and layers
16.0
100/
2„
100/
1.50"
Gray LIMESTONE
20.0
100/
0.50"
TEST BORING TERMINATED AT 20 FT
eek
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth creak 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/28/2023 End Date: 3/28/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
JAfter Hours (ft):
MATERIAL DESCRIPTION
En-0�c
M
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Dark Brown CLAY
4.0
3.0
2.5
31
32
5
j
Tan CLAY
7.0
4.0
3.0
15
26
38
16
22
1.2
10
15
-t
20
Tan LIMESTONE
18.0
Gray LIMESTONE
20.0
100/
2.50"
100/
1.50"
100/
1
TEST BORING TERMINATED AT 20 FT
eek
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth creak 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/29/2023 End Date: 3/29/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
JAfter Hours (ft):
MATERIAL DESCRIPTION
En-0�c
M
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Dark Brown CLAY
4.0
2.25
2.25
1.1
84
34
34
68
22
46
5
Tan CLAY
6.0
3.25
17
10
15
20
Tan WEATHERED LIMESTONE with clay seams
and layers
13.0
Gray LIMESTONE
20.0
100/
5.50"
100/
6.50"
15
16
100/
2.50"
100/
1
TEST BORING TERMINATED AT 20 FT
eek
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth creak 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/26/2023 End Date: 3/26/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
JAfter Hours (ft):
MATERIAL DESCRIPTION
En-0�c
M
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Brown CLAY with limestone fragments
2.0
3.0
9
51
Tan CLAY
5.0
3.25
2.5
18
21
34
17
17
10
15
20
Tan LIMESTONE with clay seams and layers
12.0
Gray LIMESTONE with shale seams and layers
20.0
100/
5"
100/
1„
11
10
100/
7„
100/
3"
TEST BORING TERMINATED AT 20 FT
eek
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth creak 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/29/2023 End Date: 3/29/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
M
m�
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var
a,
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=
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Brown CLAY
1.0
4.5+
19
5
10
15
20
Tan LIMESTONE with clay seams and layers
17.0
100/
0.501,
100/
0.50"
100/
4.50"
100/
3„
Gray LIMESTONE with shale seams and layers
20.0
100/
3.50"
TEST BORING TERMINATED AT 20 FT
eek
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth creak 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/28/2023 End Date: 3/28/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
JAfter Hours (ft):
MATERIAL DESCRIPTION
En-0�c
M
m�
O
o
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o,
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=
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Brown CLAY
2.0
3.5
22
61
20
41
5
Tan CLAY with calcareous deposits
6.0
3.0
3.5
2.0
109
18
16
10
15
20
Tan LIMESTONE with clay seams and layers
13.0
Gray LIMESTONE
20.0
100/
6"
100/
2.50"
12
100/
1„
100/
1
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Sort Worth Creek Rd. BORING No.: � t 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/28/2023 End Date: 3/28/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
M
m�
O
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var
a,
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=
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Brown CLAY with calcareous nodules
2.0
4.0
22
5
Light Brown and Tan CLAY
6.0
4.0
3.25
16
19
44
17
27
0.0
10
15
Tan LIMESTONE with clay seams and layers
15.0
100/
8.1
100/
2„
100/
1.50"
15
20
Gray LIMESTONE
20.0
100/
1
TEST BORING TERMINATED AT 20 FT
eek
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth creak 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/28/2023 End Date: 3/28/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
JAfter Hours (ft):
MATERIAL DESCRIPTION
En-0�c
M
m�
O
o
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o f
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�20N
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=
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_
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a2X
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(n
Dark Brown CLAY
2.0
2.5
32
Light Brown CLAY with calcareous deposits
4.0
2.5
34
5
Tan CLAY
8.0
2.5
3.0
17
26
31
16
15
0.0
10
15
Tan LIMESTONE
15.0
100/
0.50"
100/
1
20
Gray LIMESTONE
20.0
100/
1
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Sort Worth Creek Rd. BORING No.: � t 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/28/2023 End Date: 3/28/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
M
m�
O
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o f
O-cNzdS
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var
a,
o-
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�20N
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=
Ova
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_
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.(6
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Dark Brown CLAY
4.0
2.0
3.0
32
26
60
22
38
5
Light Brown cLAY
6.0
2.5
29
10
15
Tan LIMESTONE
15.0
100/
2.50"
100/
1.50"
100/
1
20
Gray LIMESTONE
20.0
100/
3"
TEST BORING TERMINATED AT 20 FT
eek
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth creak 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/28/2023 End Date: 3/28/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
M
m�
O
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a?�
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var
a,
o-
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�20N
O
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=
Ova
Uo
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_
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.(6
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(n
Dark Brown CLAY
3.0
2.25
2.75
1.4
87
33
29
5
10
15
20
Tan LIMESTONE with clay seams and layers
1(i.0
Gray LIMESTONE
20.0
100/
8.50"
100/
3.50"
100/
1.50"
13
100/
1.50"
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Sort Worth Creek Rd. BORING No.: � t 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/26/2023 End Date: 3/26/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
JAfter Hours (ft):
MATERIAL DESCRIPTION
En-0�c
M
m�
O
o
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CL E
ar
a,
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�20N
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=
Ova
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_
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.(6
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(n
Tan CLAY with limestone fragments
1.0
4.5
23
5
10
Tan LIMESTONE with clay seams and layers
14.0
100/
2"
100/
2.50"
100/
1.50"
15
20
Gray LIMESTONE with shale seams and layers
20.0
100/
7.50"
100/
4"
L
TEST BORING TERMINATED AT 20 FT
eek
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth creak 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/27/2023 End Date: 3/27/2023 West:
Drilling Method: - North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
M
m�
O
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o f
O-cNzdS
a?�
CL E
var
a,
o-
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�20N
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=
Ova
Uo
JaX
_
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.(6
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(n
Brown CLAY with limestone fragments
2.0
4.0
24
5
10
15
20
Tan LIMESTONE with clay seams and layers
17.0
Gray LIMESTONE
20.0
100/
2.50"
100/
1.50"
100/
6„
100/
3.50"
100/
2"
TEST BORING TERMINATED AT 20 FT
eek
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth creak 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/28/2023 End Date: 3/28/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
M
m�
O
o
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o f
O-cNzdS
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CL E
var
a,
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�20N
O
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=
Ova
Uo
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_
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.(6
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(n
Dark Brown CLAY
2.0
4.5+
18
Light Brown CLAY
4.0
4.5+
16
53
19
34
5
10
15
Tan LIMESTONE with clay seams and layers
15.0
100/
4„
100/
1„
100/
2.50"
20
Gray LIMESTONE
20.0
100/
1.50"
TEST BORING TERMINATED AT 20 FT
eek
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth creak 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/29/2023 End Date: 3/29/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
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Dark Brown CLAY
2.0
3.0
26
51
Tan CLAY
5.0
3.5
3.0
17
24
40
18
22
0.0
10
Tan LIMESTONE with clay seams and layers
14.0
100/
1.501,
100/
2.50"
15
20
Gray LIMESTONE
20.0
100/
2„
100/
2.50"
L
TEST BORING TERMINATED AT 20 FT
eek
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth creak 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/29/2023 End Date: 3/29/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
M
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Dark Brown CLAY
2.0
1.5
30
61
23
38
5
Brown CLAY
6.0
1.0
0.75
37
37
10
15
Tan LIMESTONE with clay seams and layers
15.0
100/
0.50"
100/
1.50"
100/
4"
20
Gray LIMESTONE
20.0
100/
3.50"
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Sort Worth Creek Rd. BORING No.: � t 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/29/2023 End Date: 3/29/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
JAfter Hours (ft):
MATERIAL DESCRIPTION
En-0�c
M
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Dark Brown CLAY
2.0
1.5
1.6
85
34
Brown CLAY
4.0
3.5
21
63
21
42
0.1
5
10
15
20
Tan LIMESTONE with clay seams and layers
13.0
Gray LIMESTONE
20.0
100/
5.50"
100/
2„
100/
3„
100/
3"
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Sort Worth Creek Rd. BORING No.: � t 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/26/2023 End Date: 3/26/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
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var
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�20N
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=
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Brown and Tan CLAY with limestone fragments
1.0
4.5+
10
5
10
Tan LIMESTONE with clay seams and layers
14.0
100/
2"
100/
4„
100/
1„
16
15
20
Gray LIMESTONE with shale seams and layers
20.0
100/
6„
100/
5"
L
TEST BORING TERMINATED AT 20 FT
eek
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth creak 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/29/2023 End Date: 3/29/2023 West:
Drilling Method: - North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
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Brown CLAY
2.0
4.5
21
61
21
40
5
10
15
Tan LIMESTONE with clay seams and layers
15.0
100/
4.50"
100/
2„
100/
2„
100/
6"
20
Gray LIMESTONE with shale seams and layers
20.0
100/
3.50"
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Sort Worth Creek Rd. BORING No.: � t 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/29/2023 End Date: 3/29/2023 West:
Drilling Method: - North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
M
m�
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Brown CLAY
3.0
3.75
4.5
2.7
94
26
23
5
10
15
Tan LIMESTONE with clay seams and layers
15.0
100/
0.50"
100/
2.50"
100/
6"
L
20
Gray LIMESTONE with shale seams and layers
20.0
100/
4"
TEST BORING TERMINATED AT 20 FT
eek
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth creak 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/29/2023 End Date: 3/29/2023 West:
Drilling Method: - North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
JAfter Hours (ft):
MATERIAL DESCRIPTION
En-0�c
M
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o
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a,
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=
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Dark Brown CLAY
4.0
3.5
2.5
24
32
64
21
43
5
10
15
20
Tan LIMESTONE with clay seams and layers
13.0
Gray LIMESTONE with shale seams and layers
20.0
100/
3.50"
100/
7
100/
2.50"
100/
5.50"
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Sort Worth Creek Rd. BORING No.: � t 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/29/2023 End Date: 3/29/2023 West:
Drilling Method: - North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
JAfter Hours (ft):
MATERIAL DESCRIPTION
En-0�c
M
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O
o
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ar
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�20N
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=
Ova
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_
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Dark Brown and Brown CLAY
4.0
3.75
1.5
24
36
5
10
15
20
Tan LIMESTONE with clay seams and layers
13.0
Gray LIMESTONE with shale seams and layers
20.0
100/
1„
100/
3.50"
100/
5„
100/
2.50"
TEST BORING TERMINATED AT 20 FT
eek
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth creak 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/29/2023 End Date: 3/29/2023 West:
Drilling Method: - North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
JAfter Hours (ft):
MATERIAL DESCRIPTION
En-0�c
M
m�
O
o
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ar
a,
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�20N
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=
Ova
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Dark Brown CLAY
2.0
2.0
33
Brown to Tan CLAY
4.0
2.5
25
5
�%/
Tan CLAY
5.0
3.75
17
37
17
20
0.0
10
Tan LIMESTONE with clay seams and layers
14.0
100/
2.50"
100/
4„
15
20
Gray LIMESTONE with shale seams and layers
20.0
100/
2.50"
100/
7"
TEST BORING TERMINATED AT 20 FT
eek
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth creak 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/26/2023 End Date: 3/26/2023 West:
Drilling Method: - North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
M
m�
O
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var
a,
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�20N
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=
Ova
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_
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Brown CLAY with limestone fragments
2.0
3.0
29
68
22
46
5
10
15
Tan LIMESTONE with clay seams and layers
15.0
90/
0.50'
100/
2.50"
100/
8„
100/
2.50"
20
Gray LIMESTONE with shale seams and layers
20.0
100/
3"
TEST BORING TERMINATED AT 20 FT
eek
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth creak 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/30/2023 End Date: 3/30/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
M
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=
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5
Dark Brown CLAY
6.0
3.0
1.0
3.5
1.1
90
34
29
26
67
23
44
0.7
10
Tan CLAY
10.0
4.5+
4.5+
13
12
63
20
43
15
20
Tan LIMESTONE with clay seams and layers
16.0
100/
3.50"
Gray LIMESTONE with shale seams and layers
20.0
100/
1
TEST BORING TERMINATED AT 20 FT
eek
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth creak 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/30/2023 End Date: 3/30/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
JAfter Hours (ft):
MATERIAL DESCRIPTION
En-0�c
M
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O
o
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CL E
ar
a,
o-
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�20N
O
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=
Ova
Uo
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_
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.(6
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(n
Dark Brown CLAY
4.0
3.0
3.5
26
26
5
10
Tan CLAY
10.0
3.5
3.75
4.5+
18
19
14
49
18
31
0.0
15
20
Tan WEATHERED LIMESTONE with clay seams
and layers
13.0
Gray LIMESTONE
20.0
100/
0.50"
100/
0.50"
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Sort Worth Creek Rd. BORING No.: � t 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/26/2023 End Date: 3/26/2023 West:
Drilling Method: - North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
M
m�
O
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var
a,
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�20N
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=
Ova
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_
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Brown CLAY with limestone fragments
2.0
4.5+
1.9
99
10
5
10
15
20
Tan LIMESTONE with clay seams and layers
17.0
Gray LIMESTONE with shale seams and layers
20.0
100/
1"
96/
6.50"
100/
1.50"
100/
3.50"
4
100/
3"
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Sort Worth Creek Rd. BORING No.: � t 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/26/2023 End Date: 3/26/2023 West:
Drilling Method: - North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
JAfter Hours (ft):
MATERIAL DESCRIPTION
En-0�c
M
m�
O
o
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o f
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a?�
CL E
ar
o-
c�
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=
Ova
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_
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(n
Brown CLAY with limestone fragments
2.0
4.5+
28
5
/
Tan CLAY with limestone fragments
6.0
4.0
4.5+
16
13
36
17
19
0.0
10
15
20
Tan WEATHERED LIMESTONE with clay seams
and layers
17.0
Gray SHALE with limestone seams
20.0
100/
3"
56/
12"
90/
11"
100/
1 6"
TEST BORING TERMINATED AT 20 FT
eek
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth creak 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/26/2023 End Date: 3/26/2023 West:
Drilling Method: - North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
M
m�
O
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o f
O-cNzdS
a?�
CL E
var
a,
o-
c�
�20N
O
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=
Ova
Uo
JaX
_
X
.(6
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(n
Dark Brown CLAY
2.0
4.0
29
63
22
41
5
10
Tan LIMESTONE
14.0
100/
0.501,
100/
1„
100/
1.50"
15
20
Gray LIMESTONE
20.0
100/
2„
100/
2"
L
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth Creek Rd. BORING NO.: � t 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/26/2023 End Date: 3/26/2023 West:
Drilling Method: - North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
M
m�
O
o
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o f
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a?�
CL E
var
a,
o-
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�20N
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=
Ova
Uo
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_
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.(6
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(n
Brown CLAY with limestone fragments
2.0
3.25
20
5
Tan CLAY with limestone fragments
6.0
4.0
3.75
15
23
32
18
14
0.0
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
2.50"
100/
2„
100/
7.50"
100/
6"
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Sort Worth Creek 76 BORING No.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/26/2023 End Date: 3/26/2023 West:
Drilling Method: - North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
M
m�
O
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var
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Brown CLAY with limestone fragments
2.0
4.5
22
5
10
15
20
Tan LIMESTONE with clay seams and layers
18.0
100/
1.501,
100/
2„
100/
1„
100/
2.50"
Gray SHALE with limestone seams
20.0
100/
5"
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth Creek Rd. BORING NO.: � t 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/30/2023 End Date: 3/30/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
M
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var
a,
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�20N
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=
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.(6
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(n
Dark Brown CLAY
2.0
4.5+
23
69
23
46
Brown CLAY
4.0
2.5
23
60
20
40
5
10
Tan LIMESTONE with clay seams and layers
14.0
100/
7.50"
100/
1.50"
14
15
20
Gray LIMESTONE
20.0
100/
1„
100/
1
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Sort Worth Creek Rd. BORING No.: � t 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/26/2023 End Date: 3/26/2023 West:
Drilling Method: - North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
M
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var
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=
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.(6
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Brown CLAY
2.0
4.5+
20
Tan CLAY
4.0
4.5+
16
36
18
18
5
10
15
Tan WEATHERED LIMESTONE with clay seams
and layers
15.0
100/
4"
57/
12"
100/
2.50"
20
Tan LIMESTONE with clay seams and layers
20.0
100/
5"
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Sort Worth Creek Rd. BORING No.: � t 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/26/2023 End Date: 3/26/2023 West:
Drilling Method: - North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
M
m�
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var
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�20N
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=
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.(6
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(n
Brown CLAY
2.0
2.5
1.6
97
25
51
19
32
Tan CLAY
4.0
4.5
17
5
10
Tan LIMESTONE with clay seams and layers
14.0
100/
1.50"
100/
2„
4.5+
19
15
Tan CLAY
15.0
20
Tan LIMESTONE with clay seams and layers
20.0
100/
7"
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Sort Worth Creek Rd. BORING No.: � t 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/26/2023 End Date: 3/26/2023 West:
Drilling Method: - North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
M
m�
O
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var
a,
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=
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Brown CLAY
2.0
3.0
26
5
Tan CLAY with limestone fragments
7.0
4.5+
3.5
3.75
13
17
16
43
18
25
0.0
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
3„
100/
3„
100/
4
TEST BORING TERMINATED AT 20 FT
reek
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth Texas 76 BORING No.: � t 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 4/1/2023 End Date: 4/1/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
JAfter Hours (ft):
MATERIAL DESCRIPTION
En-0�c
M
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5
Tan CLAY
6.0
4.5+
3.25
1.5
17
22
19
64
21
43
0.0
10
15
20
Tan WEATHERED LIMESTONE with clay seams
and layers
13.0
Tan LIMESTONE with clay seams and layers
20.0
100/
8.501,
100/
9.501,
100/
5„
100/
2.50"
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Sort Worth Creek Rd. BORING No.: � t 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/26/2023 End Date: 3/26/2023 West:
Drilling Method: - North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
M
m�
O
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var
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Dark Brown CLAY
2.0
2.25
33
72
24
48
Tan CLAY
4.0
2.5
26
5
10
Tan LIMESTONE
14.0
50/
0.001,
100/
0.50"
15
20
Gray LIMESTONE with shale seams and layers
20.0
100/
1„
100/
3"
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth Creek Rd. BORING NO.: � t 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/31/2023 End Date: 3/31/2023 West:
Drilling Method: - North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
M
m�
O
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var
a,
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�20N
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=
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Dark Brown CLAY
2.0
4.5+
23
Brown CLAY
4.0
4.5+
17
71
22
49
5
Tan CLAY
6.0
4.5+
14
10
15
20
Tan LIMESTONE with clay seams and layers
18.0
100/
7.50"
100/
1„
100/
6„
Gray LIMESTONE
20.0
100/
2.50"
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Sort Worth Creek Rd. BORING No.: � t 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/30/2023 End Date: 3/30/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
M
m�
O
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o f
O-cNzdS
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var
a,
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=
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Dark Brown CLAY
2.0
2.25
1.8
99
21
5
10
Tan CLAY with calcareous deposits
10.0
4.5+
4.5+
3.0
4.5+
20
13
25
16
32
16
16
0.0
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
1.50"
100/
1.1
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Sort Worth Creek Rd. BORING No.: � t 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/30/2023 End Date: 3/30/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
JAfter Hours (ft):
MATERIAL DESCRIPTION
En-0�c
M
m�
O
o
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o f
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ar
a,
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�20N
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=
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Dark Brown CLAY
4.0
4.5+
4.5+
22
21
66
24
42
5
Tan CLAY
6.0
3.0
14
10
15
20
Tan WEATHERED LIMESTONE with clay seams
and layers
12.0
87/
12"
100/
7.50"
Tan LIMESTONE with clay seams and layers
20.0
100/
2„
100/
2"
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Sort Worth Creek Rd. BORING No.: � t 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/29/2023 End Date: 3/29/2023 West:
Drilling Method: - North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
M
m�
O
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o f
O-cNzdS
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var
a,
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�20N
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=
Ova
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_
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.(6
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Dark Brown CLAY
3.0
3.25
3.5
27
23
64
21
43
5
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
6„
100/
5.50"
100/
4„
100/
2.50"
TEST BORING TERMINATED AT 20 FT
eek
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth creak 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/31/2023 End Date: 3/31/2023 West:
Drilling Method: - North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
M
m�
O
o
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o f
O-cNzdS
a?�
CL E
var
a,
o-
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�20N
O
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=
Ova
Uo
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_
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.(6
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(n
Brown CLAY
2.0
3.5
23
Tan CLAY
4.0
3.5
15
31
16
15
5
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
0.50"
100/
4.50"
100/
6„
100/
5.50"
TEST BORING TERMINATED AT 20 FT
eek
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth creak 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/30/2023 End Date: 3/30/2023 West:
Drilling Method: - North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
M
m�
O
o
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o f
O-cNzdS
a?�
CL E
var
a,
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�20N
O
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=
Ova
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_
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.(6
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(n
Dark Brown CLAY
4.0
4.5+
4.25
2.6
98
18
26
73
25
48
0.0
5
Tan CLAY
6.0
4.25
14
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
6"
100/
4.50"
100/
8.50"
100/
4"
L
TEST BORING TERMINATED AT 20 FT
eek
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth creak 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/30/2023 End Date: 3/30/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
M
m�
O
o
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o f
O-cNzdS
a?�
CL E
var
a,
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c�
�20N
O
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=
Ova
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_
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.(6
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(n
Dark Brown CLAY
4.0
1.5
4.25
28
20
74
23
51
0.0
5
Tan CLAY
6.0
3.5
15
10
15
Tan LIMESTONE with clay seams and layers
19.0
100/
7.50"
100/
2„
100/
5.50"
20
Gray LIMESTONE with shale seams and layers
20.0
100/
4"
TEST BORING TERMINATED AT 20 FT
eek
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth creak 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/30/2023 End Date: 3/30/2023 West:
Drilling Method: - North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
M
m�
O
o
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o f
O-cNzdS
a?�
CL E
var
a,
o-
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�20N
O
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=
Ova
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_
X
.(6
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(n
Dark Brown CLAY
4.0
2.5
2.5
31
30
5
Tan CLAY 5.0
3.75
21
62
22
40
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
69/
12"
100/
6.50"
100/
4„
100/
4.50"
TEST BORING TERMINATED AT 20 FT
eek
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth creak 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/31/2023 End Date: 3/31/2023 West:
Drilling Method: - North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
M
m�
O
o
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U
a
Y
o f
O-cNzdS
a?�
CL E
var
a,
o-
c�
�20N
O
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=
Ova
Uo
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_
X
.(6
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(n
Dark Brown CLAY
1.0
3.5
20
5
10
15
20
Tan LIMESTONE with clay seams and layers
1(i.0
Gray LIMESTONE with shale seams and layers
20.0
100/
0.501,
100/
5.50"
100/
4„
100/
5.50"
100/
5.50"
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Sort Worth Creek Rd. BORING No.: � t 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/30/2023 End Date: 3/30/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
JAfter Hours (ft):
MATERIAL DESCRIPTION
En-0�c
M
m�
O
o
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U
a
Y
o f
O-cNzdS
a?�
CL E
ar
a,
o-
c�
�20N
O
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=
Ova
Uo
JaX
_
X
.(6
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(n
Dark Brown CLAY
2.0
4.5+
22
Brown CLAY
3.0
4.5+
18
61
21
40
5
10
15
20
Tan WEATHERED LIMESTONE with clay seams
and layers
20.0
100/
3.50"
100/
6„
100/
10"
100/
4"
TEST BORING TERMINATED AT 20 FT
eek
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth creak 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/30/2023 End Date: 3/30/2023 West:
Drilling Method: - North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
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Dark Brown CLAY
2.0
2.5
32
Brown CLAY
4.0
3.5
27
71
23
48
5
Tan CLAY
6.0
3.75
16
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
8"
100/
4.50"
100/
6„
89/
1.50,
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/30/2023 End Date: 3/30/2023 West:
Drilling Method: North:
Hammer Drop (Ibs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
JAfter Hours (ft):
MATERIAL DESCRIPTION
En-0�c
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Dark Brown CLAY
2.0
3.25
25
57
21
36
Brown CLAY with limestone cobbles
4.0
2.5
19
18
5
10
15
20
Tan CLAY with limestone fragments
8.0
100/
1.50"
Tan LIMESTONE with clay seams and layers
20.0
100/
2„
100/
1.50"
100/
4.50"
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/31/2023 End Date: 3/31/2023 West:
Drilling Method: - North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
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Dark Brown CLAY
2.0
3.0
1.7
92
29
75
23
52
5
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
5.50"
100/
6.50"
100/
5„
97/
1.50'
100/
4.50"
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/31/2023 End Date: 3/31/2023 West:
Drilling Method: - North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
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Dark Brown CLAY
3.0
2.75
3.75
28
26
5
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
3.50"
100/
6„
100/
10"
100/
6.50"
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/31/2023 End Date: 3/31/2023 West:
Drilling Method: - North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
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Dark Brown CLAY
4.0
2.25
3.0
31
26
74
23
51
5
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
1„
100/
4.50"
100/
0.50'
100/
5"
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/31/2023 End Date: 3/31/2023 West:
Drilling Method: - North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
JAfter Hours (ft):
MATERIAL DESCRIPTION
En-0�c
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Dark Brown CLAY
2.0
1.25
35
Light Brown CLAY
4.0
3.0
24
67
21
46
5
Tan CLAY
8.0
4.0
3.75
14
15
39
16
23
0.0
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
4.50"
100/
4„
100/
2"
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/30/2023 End Date: 3/30/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
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Dark Brown CLAY
4.0
2.0
2.5
1.5
92
27
22
5
Tan CLAY with calcareous deposits
8.0
2.0
2.5
18
19
40
18
22
0.0
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
0.50"
100/
1„
100/
3.50"
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/31/2023 End Date: 3/31/2023 West:
Drilling Method: - North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
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Brown CLAY
4.0
2.5
3.25
29
26
5
Tan CLAY
8.0
4.5
4.5
15
14
53
19
34
0.0
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
85/
11"
100/
9.50"
100/
7.50"
15
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/31/2023 End Date: 3/31/2023 West:
Drilling Method: - North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
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Dark Brown CLAY
4.0
2.75
3.0
1.6
90
29
24
5
Light Brown CLAY
5.0
3.75
20
64
22
42
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
3.50"
91/
11"
100/
91,
100/
9.50"
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/31/2023 End Date: 3/31/2023 West:
Drilling Method: - North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
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Dark Brown CLAY
3.0
3.5
3.75
53
25
5
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
3.50"
100/
6„
100/
8.50"
100/
9.50"
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/30/2023 End Date: 3/30/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
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Dark Brown CLAY
2.0
1.5
31
Brown CLAY
4.0
1.5
34
79
25
54
5
Tan CLAY with calcareous deposits
6.0
2.0
14
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
0.50"
100/
4.50"
100/
1.50"
100/
1
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 21
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/31/2023 End Date: 3/31/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/After_ Hours (ft):
MATERIAL DESCRIPTION
E
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Dark Brown CLAY
2.0
1.5
28
Brown CLAY
4.0
3.0
23
65
20
45
1.3
5
Tan CLAY
5.0
3.5
18
10
15
20
Tan WEATHERED LIMESTONE with clay seams
and layers
20.0
76/
12"
76/
12"
100/
0.50'
100/
8.50"
5
6
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Sort Worth Creek 76 BORING No.: 21
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/31/2023 End Date: 3/31/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
JAfter Hours (ft):
MATERIAL DESCRIPTION
En-0�c
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Dark Brown CLAY
2.0
1.5
30
5
Light Brown and Tan CLAY
6.0
4.5+
2.25
1.8
105
17
12
39
19
20
10
15
20
Tan WEATHERED LIMESTONE with clay seams
and layers
20.0
59/
12"
100/
0.50'
100/
8.50"
100/
0.50'
15
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 212
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/31/2023 End Date: 3/31/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
M
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Dark Brown CLAY
4.0
2.0
1.5
29
33
64
22
42
5
Tan CLAY with calcareous deposits
8.0
3.5
3.0
17
16
38
16
22
0.0
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
3„
100/
1„
100/
1.1
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Sort Worth Creek 76 BORING No.: 213
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/31/2023 End Date: 3/31/2023 West:
Drilling Method: - North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
M
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Dark Brown CLAY
4.0
2.5
3.0
24
24
5
Tan CLAY
6.0
7
53
19
34
0.0
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
46/
12"
92/
12"
100/
0.50'
100/
2.50"
17
L
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Sort Worth Creek 76 BORING No.: 214
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/31/2023 End Date: 3/31/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
M
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Dark Brown CLAY
12.0
1.5
27
Light Brown and Tan CLAY
4.0
3.0
10
43
19
24
5
10
15
20
Tan WEATHERED LIMESTONE with clay seams
and layers
13.0
Tan LIMESTONE with clay seams and layers
20.0
46/
12"
95/
1.50'
10
100/
2„
100/
1
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Sort Worth Creek 76 BORING No.: 215
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/31/2023 End Date: 3/31/2023 West:
Drilling Method: - North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
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Dark Brown CLAY
4.0
1.75
1.75
1.1
89
30
27
60
19
41
5
Tan CLAY with limestone fragments
5.0
2.25
19
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
9.501,
100/
3.50"
100/
7.50"
100/
3.50"
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Sort Worth Creek 76 BORING No.: 216
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/31/2023 End Date: 3/31/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
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=
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Dark Brown CLAY with limestone fragments
5.0
4.5+
1.75
18
29
73
23
50
1.2
Tan CLAY
6.0
Tan CLAY with limestone seams
9.0
100/
7.50"
15
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
2„
100/
0.50"
100/
3"
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 217
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/31/2023 End Date: 3/31/2023 West:
Drilling Method: - North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
M
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16,
o-
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�2 oN
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(n
5
Dark Brown CLAY
6.0
2.5
3.0
1.75
26
28
27
76
24
52
0.4
Tan CLAY
8.0
4.5
11
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
1.501,
100/
1.50"
100/
2"
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: 21 s
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/31/2023 End Date: 3/31/2023 West:
Drilling Method: - North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
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Brown CLAY
2.0
2.0
28
Light Brown CLAY
4.0
3.75
21
70
24
46
5
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
3„
100/
1„
100/
0.50"
100/
0.50"
TEST BORING TERMINATED AT 20 FT
ALPHA /� T E S T I N G Sort Worth Creek 76 BORING No.: 219
/ Fort Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 3/29/2023 End Date: 3/29/2023 West:
Drilling Method: - North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
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Brown CLAY
2.0
2.0
26
56
19
37
Tan CLAY
4.0
3.25
21
47
17
30
5
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
9.50"
100/
3.50"
100/
2„
100/
1
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 4/1/2023 End Date: 4/1/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
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Dark Brown CLAY
2.0
2.5
29
67
22
45
Tan CLAY
4.0
4.5+
9
5
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
0.50"
100/
3.50"
100/
4.50"
100/
6"
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 4/1/2023 End Date: 4/1/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
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Brown GRAVELLY CLAY
3.0
1.0
4.5
5
10
42
17
25
5
10
15
20
Tan CLAY with limestone fragments
8.0
27/
12„
17
39
16
23
Tan LIMESTONE with clay seams and layers
18.0
100/
5.50"
100/
2.50"
Gray LIMESTONE
20.0
100/
2.50"
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 4/1/2023 End Date: 4/1/2023 West:
Drilling Method: - North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
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Dark Brown CLAY
6.0
3.5
3.0
3.0
23
24
25
63
20
43
Brown CLAY with limestone fragments
7.0
42/
12"
21
10
Tan LIMESTONE
14.0
100/
0.50"
15
20
Gray LIMESTONE
20.0
100/
0.50"
100/
2.50"
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 4/1/2023 End Date: 4/1/2023 West:
Drilling Method: - North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
M
m�
O
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var
a,
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5
Dark Brown CLAY
6.0
3.25
3.25
3.0
1.8
96
24
24
24
63
22
41
Tan CLAY
8.0
4.5+
16
10
Tan LIMESTONE
14.0
100/
1„
15
20
Gray LIMESTONE
20.0
100/
0.50"
100/
1
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 4/1/2023 End Date: 4/1/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
M
m�
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var
a,
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Dark Brown CLAY
1.5
27
2.0
2.2
92
25
65
21
44
5
2.0
27
1.5
24
8.0
Light Brown CLAY with limestone seams
10
21/
12"
20
13.0
Tan CLAY
1.0
16
15
15.0
Gray LIMESTONE
100/
20
20.0
1
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 4/1/2023 End Date: 4/1/2023 West:
Drilling Method: North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
M
m�
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var
a,
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5
Dark Brown CLAY with limestone fragments
5.0
1.5
2.0
2.0
32
28
20
10
Tan CLAY with limestone seams
10.0
43/
12"
88/
7"
15
38
16
22
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
1„
100/
2"
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 4/1/2023 End Date: 4/1/2023 West:
Drilling Method: - North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
JAfter Hours (ft):
MATERIAL DESCRIPTION
En-0�c
M
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ar
a,
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Dark Brown CLAY
2.0
4.5
24
5
Light Brown to Tan CLAY
6.0
4.5+
3.0
14
15
65
21
44
Tan WEATHERED LIMESTONE with clay seams
and layers 7.0
66/
12"
15
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
0.50"
100/
0.50"
100/
1.50"
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 4/1/2023 End Date: 4/1/2023 West:
Drilling Method: - North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
M
m�
O
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var
a,
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=
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(n
5
Dark Brown CLAY
5.0
2.0
2.25
27
27
61
19
42
Tan CLAY
6.0
10
15
20
Tan LIMESTONE with clay seams and layers
18.0
100/
7„
100/
1.50"
Gray LIMESTONE
20.0
100/
1.50"
TEST BORING TERMINATED AT 20 FT
/ Fort Worth, Texas 76119 Sheet 1 of 1
ALPHA /� T E S T I N G Fort Worth Creek 76 BORING NO.: et 1
Phone: 817-496-5600
Fax: 817-496-5608 PROJECT NO.: W222864
WHERE IT ALL BEGINS -ww alphatesting.com
Client: D.R. Horton - Texas, Ltd. (DFW West Division) Location: Denton, Texas
Project: Lonestar at Liberty Trails Phase 1 Surface Elevation:
Start Date: 4/1/2023 End Date: 4/1/2023 West:
Drilling Method: - North:
Hammer Drop (lbs / in):
m
r
o
U
L
GROUND WATER OBSERVATIONS
jOn Rods (ft): NONE
1After Drilling (ft): DRY
/AfterHours (ft):
_
MATERIAL DESCRIPTION
En-0�c
M
m�
O
o
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var
a,
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�20N
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=
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.(6
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5
Dark Brown CLAY
6.0
3.5
2.0
2.25
26
29
29
Tan CLAY
8.0
2.5
16
30
15
15
10
15
20
Tan LIMESTONE with clay seams and layers
20.0
100/
5„
100/
3.50"
100/
1.50"
L
TEST BORING TERMINATED AT 20 FT
ALPHA /N T E S T I N G KEY TO SOIL SYMBOLS
WHERE IT ALL BEGINS AND CLASSIFICATIONS
SOIL & ROCK SYMBOLS
RELATIVE DENSITY OF COHESIONLESS SOILS (blows/ft)
®
(CH), High Plasticity CLAY
VERY LOOSE
0 TO 4
®LOOSE
(CL), Low Plasticity CLAY
MEDIUM
5 TO 10
11 TO 30
(SC), CLAYEY SAND
DENSE
VERY DENSE
31 TO 50
OVER 50
(SP), Poorly Graded SAND
(SW), Well Graded SAND
SHEAR STRENGTH OF COHESIVE SOILS (tsf)
(SM), SILTY SAND
VERY SOFT
LESS THAN 0.25
SOFT
0.25 TO 0.50
®
(ML), SILT
FIRM
0.50 TO 1.00
STIFF
1.00 TO 2.00
®
(MH), Elastic SILT
VERY STIFF
2.00 TO 4.00
HARD
OVER 4.00
®
LIMESTONE
RELATIVE DEGREE OF PLASTICITY (PI)
®
SHALE / MARL
LOW
4 TO 15
El
SANDSTONE
MEDIUM
16 TO 25
HIGH
26 TO 35
o (�
(GP), Poorly Graded GRAVEL
VERY HIGH
OVER 35
(GW), Well Graded GRAVEL
®
(GC), CLAYEY GRAVEL
RELATIVE PROPORTIONS M
mol
(GM), SILTY GRAVEL
m(OL),
ORGANIC SILT
TRACE
LITTLE
1 TO 10
11 TO 20
SOME
21 TO 35
(OH), ORGANIC CLAY
AND
36 TO 50
SAMPLING SYMBOLS
PARTICLE SIZE IDENTIFICATION (DIAMETER)
■SHELBY
TUBE (3" OD except where
BOULDERS
8.0" OR LARGER
noted otherwise)
COBBLES
3.0" TO 8.0"
®SPLIT
SPOON (2" OD except where
COARSE GRAVEL
0.75" TO 3.0"
noted otherwise)
FINE GRAVEL
5.0 mm TO 3.0"
TAUGER
SAMPLE
COURSE SAND
2.0 mm TO 5.0 mm
TEXAS CONE PENETRATION
MEDIUM SAND
FINE SAND
0.4 mm TO 5.0 mm
0.07 mm TO 0.4 mm
ROCK CORE (2" ID except where
SILT
CLAY
0.002 mm TO 0.07 mm
LESS THAN 0.002 mm
noted otherwise)