HomeMy WebLinkAboutC2024-125 - 6/11/2024 - Approved
00 01 00 TABLE OF CONTENTS
Division / Section Title
Division 00 Preface Documents
00 00 00 Cover Sheet
00 01 00 Table of Contents
Division 00 Procurement and Contracting Requirements
00 30 01 Bid Form
00 52 23 Agreement (Rev 12-2021)
00 72 00 General Conditions (Rev 6-2021)
00 73 00 Supplementary Conditions (Rev 4-2022)
Division 01 General Requirements
01 11 00 Summary of Work (Rev 10-2018)
01 23 10 Alternates and Allowances (Rev 5-2020)
01 29 01 Measurement and Basis for Payment (Rev 5-2020)
01 33 01 Submittal Register (Rev 10-2018)
01 35 00 Special Procedures (Rev 10-2018)
01 50 00 Temporary Facilities and Controls (Rev 8-2019)
01 57 00 Temporary Controls (Rev 8-2019)
Table of Contents 00 01 00 - 1
Wesley Seale Dam Instrumentation Rehabilitation 20258A Rev 1/2022
Division / Section Title
Part S Standard Specification
021020 Site Clearing and Stripping
Part T Technical Specifications
Division 13 Special Construction
13 34 19 Metal Building Systems
Division 26 Electrical
26 01 26 Testing if Electrical Systems
26 05 00 Common Work Results for Electrical
26 05 19 Low-Voltage Electrical Power Conductors and Cables
26 05 26 Grounding and Bonding for Electrical Systems
26 05 29 Hangers and Supports for Electrical Systems
26 05 33 Raceways and Boxes for Electrical Systems
26 05 53 Identification for Electrical Systems
26 27 26 Wiring Devices
26 29 13.19 Industrial Control Panels
26 41 13 Lightning Protection for Structures
Division 31 Earthwork
31 23 19.01 Care of Water During Construction \[Dams\]
Division 35 Waterway Construction
35 13 53.01 Instrumentation \[Dams\]
35 15 53 Relief Well Maintenance
END OF SECTION
Table of Contents 00 01 00 - 2
Wesley Seale Dam Instrumentation Rehabilitation 20258A Rev 1/2022
00 01 01DESIGN PROFESSIONAL SEALS
Specification Sections Sealed
Division 00
Division 01
Division 13
Division 31
12/06/2023
Division 26Electrical
2301703134
Division 35 Waterway Construction
12/06/2023
Freese and Nichols, Inc.
Texas Registered Engineered Firm F-2144
END OF SECTION
Design ProfessionalSeals00 01 01
Wesley Seale Dam Instrumentation Rehabilitation 20258A
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7131762116
DOB85955YY)5.26*QpmjdzOp;
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7131762116
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7131762116
DOB85955YY)5.26*QpmjdzOp;
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USBOTQPSUBUJPOJOTVSBODFDPNQBOZ
FggfdujwfEbuf;
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JotvsfeObnf;
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DOBQBSBNPVOU
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7131762116
DOB85955YY)5.26*QpmjdzOp;
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7131762116
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210150313
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CVJMEJOH
CBTJDCVTJOFTT!JODPNF
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CSPBEFYUSB!FYQFOTF
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00 52 23 AGREEMENT
This Agreement, for the Project awarded on June 11, 2024, is between the City of Corpus Christi (Owner)
and
Associated Construction Partners, Ltd. (Contractor).
Owner and Contractor agree as follows:
ARTICLE 1 – WORK
1.01 Contractor shall complete all Work as specified or indicated in the Contract Documents. The Work
is generally described as:
Wesley Seale Dam Instrumentation Rehabilitation
20258A
ARTICLE 2 – DESIGNER AND OWNER’S AUTHORIZED REPRESENTATIVE
2.01 The Project has been designed by:
Freese and Nichols, Inc.
800 N. Shoreline Blvd., Suite 1600N
Corpus Christi, TX 78401
BDB@freese.com
2.02 The Owner’s Authorized Representative for this Project is:
Brett Van Hazel, P.E. PMP
City of Corpus Christi – Engineering
Service 4917 Holly Road, Bldg. No. 5
Corpus Christi, TX 78411
brettvh@cctexas.com
ARTICLE 3 – CONTRACT TIMES
3.01 Contract Times
A. The Work is required to be substantially completed within 335 days after the date when the
Contract Times commence to run as provided in the Notice to Proceed and is to be completed
and ready for final payment in accordance with Paragraph 17.16 of the General Conditions
within 365 days after the date when the Contract Times commence to run.
Agreement 00 52 23 - 1
Wesley Seale Dam Instrumentation Rehabilitation – 20258A Rev 12/2021
B. Performance of the Work is required as shown in Paragraph 7.02 of the General Conditions.
C. Milestones, and the dates for completion of each, are as defined in Section 01 35 00 SPECIAL
PROCEDURES.
3.02 Liquidated Damages
A. Owner and Contractor recognize that time limits for specified Milestones, Substantial
Completion, and completion and readiness for Final Payment as stated in the Contract
Documents are of the essence of the Contract. Owner and Contractor recognize that the
Owner will suffer financial loss if the Work is not completed within the times specified in
Paragraph 3.01 and as adjusted in accordance with Paragraph 11.05 of the General
Conditions. Owner and Contractor also recognize the delays, expense, and difficulties
involved in proving in a legal or arbitration proceeding the actual loss suffered by Owner if
the Work is not completed on time. Accordingly, instead of requiring any such proof, Owner
and Contractor agree that as liquidated damages for delay (but not as a penalty):
1. Substantial Completion: Contractor shall pay Owner $1,060.00 for each day that expires
after the time specified in Paragraph 3.01 for Substantial Completion until the Work is
substantially complete.
2. Completion of the Remaining Work: Contractor agrees to pay Owner $1,060.00 for each
day that expires after the time specified in Paragraph 3.01 for completion and readiness
for final payment until the Work is completed and ready for final payment in accordance
with Paragraph 17.16 of the General Conditions.
3. Liquidated damages for failing to timely attain Substantial Completion and Final
Completion are not additive and will not be imposed concurrently.
4. Milestones: Contractor agrees to pay Owner liquidated damages as stipulated in
SECTION 01 35 00 SPECIAL PROCEDURES for failure to meet Milestone completions.
5. The Owner will determine whether the Work has been completed within the Contract
Times.
B. Owner is not required to only assess liquidated damages, and Owner may elect to pursue its
actual damages resulting from the failure of Contractor to complete the Work in accordance
with the requirements of the Contract Documents.
ARTICLE 4 – CONTRACT PRICE
4.01 Owner will pay Contractor for completion of the Work in accordance with the Contract
Documents at the unit prices shown in the attached BID FORM. Unit prices have been computed
in accordance with Paragraph 15.03 of the General Conditions. Contractor acknowledges that
estimated quantities are not guaranteed, and were solely for the purpose of comparing Bids, and
final payment for all unit price items will be based on actual quantities, determined as provided
in the Contract Documents.
Total Base Bid Price $ 3,280,300
Agreement 00 52 23 - 2
Wesley Seale Dam Instrumentation Rehabilitation – 20258A Rev 12/2021
ARTICLE 5 – PAYMENT PROCEDURES
5.01 Submit Applications for Payment in accordance with Article 17 of the General Conditions.
Applications for Payment will be processed by the OAR as provided in the General Conditions.
5.02 Progress Payments; Retainage:
A. The Owner will make progress payments on or about the 25th day of each month during
performance of the Work. Payment is based on Work completed in accordance with the
Schedule of Values established as provided in the General Conditions.
B. Progress payments equal to the full amount of the total earned value to date for completed
Work minus the retainage listed below and properly stored materials will be made prior to
Substantial Completion.
1. The standard retainage is 5 percent.
C. Payment will be made for the amount determined per Paragraph 5.02.B, less the total of
payments previously made and less set-offs determined in accordance with Paragraph 17.01
of the General Conditions.
D. At the Owner’s option, Owner may pay Contractor 100 percent of the Work completed, less
amounts withheld in accordance with Paragraph 17.01 of the General Conditions and less
200 percent of OAR’s estimate of the value of Work to be completed or corrected to reach
Substantial Completion. Owner may, at its sole discretion, elect to hold retainage in the
amounts set forth above for progress payments prior to Substantial Completion if Owner has
concerns with the ability of the Contractor to complete the remaining Work in accordance
with the Contract Documents or within the time frame established by this Agreement.
Release or reduction in retainage is contingent upon and consent of surety to the reduction
in retainage.
5.03 Owner will pay the remainder of the Contract Price as recommended by OAR in accordance with
Paragraph 17.16 of the General Conditions upon Final Completion and acceptance of the Work.
ARTICLE 6 – INTEREST ON OVERDUE PAYMENTS AND RETAINAGE
6.01 The Owner is not obligated to pay interest on overdue payments except as required by Texas
Government Code Chapter 2251. Invoices must comply with Article 17 of the General Conditions.
6.02 Except as specified in Article 5, the Owner is not obligated to pay interest on moneys not paid
except as provided in Texas Government Code Chapter 2252.
ARTICLE 7 – CONTRACTOR’S REPRESENTATIONS
7.01 The Contractor makes the following representations:
A. The Contractor has examined and carefully studied the Contract Documents and the other
related data identified in the Bidding Documents.
B. The Contractor has visited the Site and become familiar with and is satisfied as to the general,
local, and Site conditions that may affect cost, progress, and performance of the Work.
Agreement 00 52 23 - 3
Wesley Seale Dam Instrumentation Rehabilitation – 20258A Rev 12/2021
C. The Contractor is familiar with Laws and Regulations that may affect cost, progress, and
performance of the Work.
D. The Contractor has carefully studied the following Site-related reports and drawings as
identified in the Supplementary Conditions:
1. Geotechnical Data Reports regarding subsurface conditions at or adjacent to the Site;
2. Drawings of physical conditions relating to existing surface or subsurface structures at
the Site;
3. Underground Facilities referenced in reports and drawings;
4. Reports and drawings relating to Hazardous Environmental Conditions, if any, at or
adjacent to the Site; and
5. Technical Data related to each of these reports and drawings.
E. The Contractor has considered the:
1. Information known to Contractor;
2. Information commonly known to contractors doing business in the locality of the Site;
3. Information and observations obtained from visits to the Site; and
4. The Contract Documents.
F. The Contractor has considered the items identified in Paragraphs 7.01.D and 7.01.E with
respect to the effect of such information, observations, and documents on:
1. The cost, progress, and performance of the Work;
2. The means, methods, techniques, sequences, and procedures of construction to be
employed by Contractor; and
3. Contractor’s safety precautions and programs.
G. Based on the information and observations referred to in the preceding paragraphs,
Contractor agrees that no further examinations, investigations, explorations, tests, studies,
or data are necessary for the performance of the Work at the Contract Price, within the
Contract Times, and in accordance with the other terms and conditions of the Contract
Documents.
H. The Contractor is aware of the general nature of Work to be performed by Owner and others
at the Site that relates to the Work as indicated in the Contract Documents.
I. The Contractor has correlated the information known to the Contractor, information and
observations obtained from visits to the Site, reports and drawings identified in the Contract
Documents, and all additional examinations, investigations, explorations, tests, studies, and
data with the Contract Documents.
J. The Contractor has given the OAR written notice of all conflicts, errors, ambiguities, or
discrepancies that the Contractor has discovered in the Contract Documents, and the written
resolution provided by the OAR is acceptable to the Contractor.
K. The Contract Documents are generally sufficient to indicate and convey understanding of all
terms and conditions for performance and furnishing of the Work.
Agreement 00 52 23 - 4
Wesley Seale Dam Instrumentation Rehabilitation – 20258A Rev 12/2021
L. Contractor’s entry into this Contract constitutes an incontrovertible representation by
Contractor that without exception all prices in the Agreement are premised upon performing
and furnishing the Work required by the Contract Documents.
M. CONTRACTOR SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS THE OWNER’S
INDEMNITEES IN ACCORDANCE WITH PARAGRAPH 7.14 OF THE GENERAL CONDITIONS
AND THE SUPPLEMENTARY CONDITIONS.
ARTICLE 8 – ACCOUNTING RECORDS
8.01 Accounting Record Availability: The Contractor shall keep such full and detailed accounts of
materials incorporated and labor and equipment utilized for the Work consistent with the
requirements of Paragraph 15.01 of the General Conditions and as may be necessary for proper
financial management under this Agreement. Subject to prior written notice, the Owner shall be
afforded reasonable access during normal business hours to all of the Contractor’s records, books,
correspondence, instructions, drawings, receipts, vouchers, memoranda, and similar data relating
to the Cost of the Work and the Contractor’s fee. The Contractor shall preserve all such
documents for a period of 3 years after the final payment by the Owner.
ARTICLE 9 – CONTRACT DOCUMENTS
9.01 Contents:
A. The Contract Documents consist of the following:
1. Solicitation documents.
2. Specifications, forms, and documents listed in SECTION 00 01 00 TABLE OF CONTENTS.
3. Drawings listed in the Sheet Index.
4. Addenda.
5. Exhibits to this Agreement:
a. Contractor’s Bid Form.
6. Documentation required by the Contract Documents and submitted by Contractor prior
to Notice of Award.
B. There are no Contract Documents other than those listed above in this Article.
C. The Contract Documents may only be amended, modified, or supplemented as provided in
Article 11 of the General Conditions.
ARTICLE 10 – CONTRACT DOCUMENT SIGNATURES
ATTEST CITY OF CORPUS CHRISTI
Rebecca Huerta Jeffrey Edmonds, P.E
City Secretary Director of Engineering Services
Agreement 00 52 23 - 5
Wesley Seale Dam Instrumentation Rehabilitation – 20258A Rev 12/2021
__________________________ AUTHORIZED
APPROVED AS TO LEGAL FORM: BY COUNCIL ___________________________
Assistant City Attorney
ATTEST (IF CORPORATION) CONTRACTOR
Associated Construction Partners, Ltd.
(Seal Below) By:
Title:
Note: Attach copy of authorization to sign if
person signing for CONTRACTOR is not President,
Vice President, Chief Executive Officer, or Chief
215 W. Bandera Rd.
Financial Officer
Address
Boerne, TX 78006
City State Zip
(210)698-8714
Phone Fax
jill@acpartners.org
Email
END OF SECTION
Agreement 00 52 23 - 6
Wesley Seale Dam Instrumentation Rehabilitation – 20258A Rev 12/2021
DJWDBTUSGC!675:!Xftmfz!Tfbmf!Ebn!Jotusvnfoubujpo!SfibcjmjubujpoSfqpsu!Dsfbufe!Po;!40703135!9;14;36!QN
DJWDBTUSGC!675:!Xftmfz!Tfbmf!Ebn!Jotusvnfoubujpo!SfibcjmjubujpoSfqpsu!Dsfbufe!Po;!40703135!9;14;36!QN
DJWDBTUSGC!675:!Xftmfz!Tfbmf!Ebn!Jotusvnfoubujpo!SfibcjmjubujpoSfqpsu!Dsfbufe!Po;!40703135!9;14;36!QN
DJWDBTUSGC!675:!Xftmfz!Tfbmf!Ebn!Jotusvnfoubujpo!SfibcjmjubujpoSfqpsu!Dsfbufe!Po;!40703135!9;14;36!QN
DJWDBTUSGC!675:!Xftmfz!Tfbmf!Ebn!Jotusvnfoubujpo!SfibcjmjubujpoSfqpsu!Dsfbufe!Po;!40703135!9;14;36!QN
00 30 01 BID FORM
BEEFOEVN!OP/!2
BUUBDINFOU!OP/!2
TIFFU!2!PG!4
Project
Name:
Wesley Seale Dam Instrumentation Rehabilitation
Project
Number:
20258A
City of Corpus Christi
Owner:
TBD
OAR:
Freese and Nichols, Inc.
Designer:
By its signature below, Bidder accepts all of the terms and conditions of the Bid Acknowledgement, acknowledges receipt
of all Addenda to the Bid and agrees, if this Bid is accepted, to enter into a Contract with the Owner and complete the
Work in accordance with the Contract Documents for the Bid price.
ΛŅǒƌƌ ƌĻŭğƌ ƓğƒĻ ƚŅ .źķķĻƩΜ
Bidder:
Associated Construction Partners, Ltd.
ΛƭźŭƓğƷǒƩĻ ƚŅ ƦĻƩƭƚƓ ǞźƷŷ ğǒƷŷƚƩźƷǤ Ʒƚ ĬźƓķ ƷŷĻ .źķķĻƩΜ
Signature:
Jill Simpson
ΛƦƩźƓƷĻķ ƓğƒĻ ƚŅ ƦĻƩƭƚƓ ƭźŭƓźƓŭ .źķ CƚƩƒΜ
Name:
ΛƷźƷƌĻ ƚŅ ƦĻƩƭƚƓ ƭźŭƓźƓŭ .źķ CƚƩƒΜ
Title:
President
ΛƭźŭƓğƷǒƩĻΜ
Attest:
Rachel Fitchett
Texas
State of Residency: __________________________________________
Federal Tx ID No. ____________________________________________
26-2197773
Address for Notices: _________________________________________215 W Bandera Rd., Ste. 114-461
Boerne, TX 78006
_________________________________________
_________________________________________
210-698-8714
jill@acpartners.org
Phone: ______________________ Email: ___________________________________
00 30 01 - Page 1 of 3
Bid Form
Wesley Seale Dam Instrumentation Rehabilitation - Project No. 20258ARev 8/2019
00 73 00 SUPPLEMENTARY CONDITIONS
These Supplementary Conditions amend or supplement SECTION 00 72 00 GENERAL CONDITIONS and
other provisions of the Contract Documents. All provisions not amended or supplemented in these
Supplementary Conditions remain in effect.
The terms used in these Supplementary Conditions have the meanings stated in the General Conditions.
Additional terms used in these Supplementary Conditions have the meanings stated below.
ARTICLE 1 DEFINITIONS AND TERMINOLOGY
SC-1.01 DEFINED TERMS
A.!The members of the OPT as defined in Paragraph 1.01.A.41 consists of the following
organizations:
City of Corpus Christi, Texas
Freese and Nichols, Inc.
Automated Concepts Inc.
B.!Paragraph 1.01.A.54 Substantial Completion is more specifically defined for this Project as:
1.!The following items are fully functional and suitable for operation in accordance with
the Contract Documents:
a.!Instrumentation Monitoring System
b.!Instrumentation Monitoring System SCADA
c.!Cleaning, Televising, Testing, and Acceptance of Relief Wells, Piezometer Casings,
Sand Drain Lines, Conduit Drain Lines.
d.!Survey Equipment Installation and SCADA Integration
2.!Only the following items not yet complete in accordance with the Contract Documents:
a.!Final cleanup and restoration of laydown areas
b.!Final Demobilization
ARTICLE 4 COMMENCEMENT AND PROGRESS OF THE WORK
SC-4.04 DELAYS IN CONTRACTORS PROGRESS
A.!The allocation for delays in the Contractors progress for rain days as set forth in General
Conditions Paragraph 4.04.D are to be determined as follows:
1.!Include rain days in developing the schedule for construction. Schedule construction so
that the Work will be completed within the Contract Times assuming that these rain
days will occur. Incorporate residual impacts following rain days such as limited access
to and within the Site, inability to work due to wet or muddy Site conditions, delays in
delivery of equipment and materials, and other impacts related to rain days when
Supplementary Conditions 00 73 00 - 1
Wesley Seale Dam Instrumentation Rehabilitation 20258A Rev 4/2022
developing the schedule for construction. Include all costs associated with these rain
days and residual impacts in the Contract Price.
2.!A rain day is defined as any day in which the amount of rain measured by the National
Weather Service at Wesley E. Seale Dam weather station is 0.50 inch or greater.
Records indicate the following average number of rain days for each month:
Month Day Month Days
January 3 July 3
February 3 August 4
March 2 September 7
April 3 October 4
May 4 November 3
June 4 December 3
3.!A total of 43 rain days have been set for this Project. An extension of time due to rain
days will be considered only after 43 rain days have been exceeded in a calendar year
and the OAR has determined that a detrimental impact to the construction schedule
resulted from the excessive rainfall. Rain days are to be incorporated into the schedule
and unused rain days will be considered float time which may be consumed by the
Owner or Contractor in delay claims.
ARTICLE 5 AVAILABILITY OF LANDS; SUBSURFACE CONDITIONS AND PHYSICAL CONDITIONS;
HAZARDOUS ENVIRONMENTAL CONDITIONS
SC-5.03 SUBSURFACE AND PHYSICAL CONDITIONS
A. No reports of explorations or tests of subsurface conditions at or contiguous to the Site,
or drawings of physical conditions relating to existing surface or subsurface structures at the
Site, are known to Owner.
SC-5.06 HAZARDOUS ENVIRONMENTAL CONDITIONS AT SITE
A.!This Supplementary Condition identifies documents referenced in General Conditions
Paragraph 5.06 which describe Hazardous Environmental Conditions that have been
identified at or adjacent to the Site. No reports of explorations or tests for Hazardous
Environmental Conditions at or contiguous to the Site are known to Owner.
ARTICLE 6 BONDS AND INSURANCE
SC-6.03 REQUIRED MINIMUM INSURANCE COVERAGE
Supplementary Conditions 00 73 00 - 2
Wesley Seale Dam Instrumentation Rehabilitation 20258A Rev 4/2022
INSURANCE REQUIREMENTS
Provide the insurance coverage for at least the following amounts unless greater amounts are required
by Laws and Regulations:
Type of Insurance Minimum Insurance Coverage
Commercial General Liability including
1. Commercial Form
2. Premises Completed Operations
3. Explosions and Collapse Hazard
4. Underground Hazard
$1,000,000 Per Occurrence
5. Products / Completed Operations Hazard
$2,000,000 Aggregate
6. Contractual Liability
7. Broad Form Property Damage
8. Independent Contractors
9. Personal & Advertising Injury
Business Automobile Liability - Owned, Non-
$1,000,000 Combined Single Limit
Owned, Rented and Leased
Statutory
$500,000/ 500,000/ 500,000
Excess Liability/Umbrella Liability
$1,000,000 Per Occurrence
wĻƨǒźƩĻķ źŅ /ƚƓƷƩğĭƷ tƩźĭĻ Ѣ υЎͲЉЉЉͲЉЉЉ
$1,000,000 Per Claim
Environmental Impairment Coverage
Not limited to sudden and accidental
Required Not Required
discharge. To include long-term
environmental impact for the disposal of
pollutants/contaminants.
wĻƨǒźƩĻķ źŅ ĻǣĭğǝğƷźƚƓ Ѣ Ќ ŅƷ
Equal to Full Replacement Cost of
Structure and Contents
wĻƨǒźƩĻķ ŅƚƩ ǝĻƩƷźĭğƌ ƭƷƩǒĭƷǒƩĻƭ ğƓķ ĬƩźķŭĻƭ
Required Not Required
Installation Floater
Equal to Contract Price
wĻƨǒźƩĻķ źŅ źƓƭƷğƌƌźƓŭ ĭźƷǤΏƚǞƓĻķ ĻƨǒźƦƒĻƓƷ
Required Not Required
ARTICLE 7 CONTRACTOR'S RESPONSIBILITIES
Supplementary Conditions 00 73 00 - 3
Wesley Seale Dam Instrumentation Rehabilitation 20258A Rev 4/2022
SC-7.02 LABOR; WORKING HOURS
B. Perform Work at the Site during regular working hours except as otherwise required for the
safety or protection of person or the Work or property at the Site or adjacent to the Site and
except as otherwise stated in the Contract Documents. Regular working hours are between
7:30 a.m. and 5:30 p.m. Monday through Friday unless other times are specifically authorized
in writing by OAR.
SC-7.04 CONCERNING SUBCONTRACTORS, SUPPLIERS, AND OTHERS
A.!Add the following sentence to the end of Paragraph 7.04.A:
50 percent of the Work, measured as a percentage of
the Contract Price, using its own employees."
ARTICLE 14 PREVAILING WAGE RATE REQUIREMENTS
SC-14.04 PREVAILING WAGE RATES
A.!The minimum rates for various labor classifications as established by the Owner are shown
below:
Wage
Determination Construction Type Project Type
(WD) No
TX288 Building Building Construction Projects (does not include
single family homes or apartments up to and
including 4 stories)
"General Decision Number: TX20230288 01/06/2023
Superseded General Decision Number: TX20220288
Supplementary Conditions 00 73 00 - 4
Wesley Seale Dam Instrumentation Rehabilitation 20258A Rev 4/2022
State: Texas
Construction Type: Building
Counties: Aransas, Nueces and San Patricio Counties in Texas.
BUILDING CONSTRUCTION PROJECTS (does not include single family
homes or apartments up to and including 4 stories).
Note: Contracts subject to the Davis-Bacon Act are generally
required to pay at least the applicable minimum wage rate
required under Executive Order 14026 or Executive Order 13658.
Please note that these Executive Orders apply to covered
contracts entered into by the federal government that are
subject to the Davis-Bacon Act itself, but do not apply to
contracts subject only to the Davis-Bacon Related Acts,
including those set forth at 29 CFR 5.1(a)(2)-(60).
______________________________________________________________
|If the contract is entered |. Executive Order 14026 |
|into on or after January 30, | generally applies to the |
|2022, or the contract is | contract. |
|renewed or extended (e.g., an |. The contractor must pay |
|option is exercised) on or | all covered workers at |
|after January 30, 2022: | least $16.20 per hour (or |
| | the applicable wage rate |
| | listed on this wage |
| | determination, if it is |
| | higher) for all hours |
| | spent performing on the |
| | contract in 2023. |
|______________________________|_____________________________|
|If the contract was awarded on|. Executive Order 13658 |
|or between January 1, 2015 and| generally applies to the |
|January 29, 2022, and the | contract. |
|contract is not renewed or |. The contractor must pay all|
|extended on or after January | covered workers at least |
|30, 2022: | $12.15 per hour (or the |
| | applicable wage rate listed|
| | on this wage determination,|
| | if it is higher) for all |
| | hours spent performing on |
| | that contract in 2023. |
|______________________________|_____________________________|
The applicable Executive Order minimum wage rate will be
adjusted annually. If this contract is covered by one of the
Executive Orders and a classification considered necessary for
performance of work on the contract does not appear on this
wage determination, the contractor must still submit a
conformance request.
Additional information on contractor requirements and worker
protections under the Executive Orders is available at
http://www.dol.gov/whd/govcontracts.
Supplementary Conditions 00 73 00 - 5
Wesley Seale Dam Instrumentation Rehabilitation 20258A Rev 4/2022
Modification Number Publication Date
0 01/06/2023
BOIL0074-003 01/01/2021
Rates Fringes
BOILERMAKER......................$ 29.47 24.10
----------------------------------------------------------------
ELEC0278-002 08/28/2022
Rates Fringes
ELECTRICIAN......................$ 27.00 8.76
----------------------------------------------------------------
ENGI0178-005 06/01/2020
Rates Fringes
POWER EQUIPMENT OPERATOR
(1) Tower Crane.............$ 32.85 13.10
(2) Cranes with Pile
Driving or Caisson
Attachment and Hydraulic
Crane 60 tons and above.....$ 28.75 10.60
(3) Hydraulic cranes 59
Tons and under..............$ 32.35 13.10
----------------------------------------------------------------
IRON0084-011 06/01/2022
Rates Fringes
IRONWORKER, ORNAMENTAL...........$ 26.76 7.88
----------------------------------------------------------------
SUTX2014-068 07/21/2014
Rates Fringes
BRICKLAYER.......................$ 20.04 0.00
CARPENTER........................$ 15.21 ** 0.00
CEMENT MASON/CONCRETE FINISHER...$ 15.33 ** 0.00
INSULATOR - MECHANICAL
(Duct, Pipe & Mechanical
System Insulation)...............$ 19.77 7.13
IRONWORKER, REINFORCING..........$ 12.27 ** 0.00
IRONWORKER, STRUCTURAL...........$ 22.16 5.26
LABORER: Common or General......$ 9.68 ** 0.00
LABORER: Mason Tender - Brick...$ 11.36 ** 0.00
Supplementary Conditions 00 73 00 - 6
Wesley Seale Dam Instrumentation Rehabilitation 20258A Rev 4/2022
LABORER: Mason Tender -
Cement/Concrete..................$ 10.58 ** 0.00
LABORER: Pipelayer..............$ 12.49 ** 2.13
LABORER: Roof Tearoff...........$ 11.28 ** 0.00
OPERATOR:
Backhoe/Excavator/Trackhoe.......$ 14.25 ** 0.00
OPERATOR: Bobcat/Skid
Steer/Skid Loader................$ 13.93 ** 0.00
OPERATOR: Bulldozer.............$ 18.29 1.31
OPERATOR: Drill.................$ 16.22 0.34
OPERATOR: Forklift..............$ 14.83 ** 0.00
OPERATOR: Grader/Blade..........$ 13.37 ** 0.00
OPERATOR: Loader................$ 13.55 ** 0.94
OPERATOR: Mechanic..............$ 17.52 3.33
OPERATOR: Paver (Asphalt,
Aggregate, and Concrete).........$ 16.03 ** 0.00
OPERATOR: Roller................$ 12.70 ** 0.00
PAINTER (Brush, Roller, and
Spray)...........................$ 14.45 ** 0.00
PIPEFITTER.......................$ 25.80 8.55
PLUMBER..........................$ 25.64 8.16
ROOFER...........................$ 13.75 ** 0.00
SHEET METAL WORKER (HVAC Duct
Installation Only)...............$ 22.73 7.52
SHEET METAL WORKER, Excludes
HVAC Duct Installation...........$ 21.13 6.53
TILE FINISHER....................$ 11.22 ** 0.00
TILE SETTER......................$ 14.74 ** 0.00
TRUCK DRIVER: Dump Truck........$ 12.39 ** 1.18
TRUCK DRIVER: Flatbed Truck.....$ 19.65 8.57
TRUCK DRIVER: Semi-Trailer
Truck............................$ 12.50 ** 0.00
Supplementary Conditions 00 73 00 - 7
Wesley Seale Dam Instrumentation Rehabilitation 20258A Rev 4/2022
TRUCK DRIVER: Water Truck.......$ 12.00 ** 4.11
----------------------------------------------------------------
WELDERS - Receive rate prescribed for craft performing
operation to which welding is incidental.
================================================================
** Workers in this classification may be entitled to a higher
minimum wage under Executive Order 14026 ($16.20) or 13658
($12.15). Please see the Note at the top of the wage
determination for more information.
Note: Executive Order (EO) 13706, Establishing Paid Sick Leave
for Federal Contractors applies to all contracts subject to the
Davis-Bacon Act for which the contract is awarded (and any
solicitation was issued) on or after January 1, 2017. If this
contract is covered by the EO, the contractor must provide
employees with 1 hour of paid sick leave for every 30 hours
they work, up to 56 hours of paid sick leave each year.
Employees must be permitted to use paid sick leave for their
own illness, injury or other health-related needs, including
preventive care; to assist a family member (or person who is
like family to the employee) who is ill, injured, or has other
health-related needs, including preventive care; or for reasons
resulting from, or to assist a family member (or person who is
like family to the employee) who is a victim of, domestic
violence, sexual assault, or stalking. Additional information
on contractor requirements and worker protections under the EO
is available at
https://www.dol.gov/agencies/whd/government-contracts.
Unlisted classifications needed for work not included within
the scope of the classifications listed may be added after
award only as provided in the labor standards contract clauses
(29CFR 5.5 (a) (1) (ii)).
----------------------------------------------------------------
The body of each wage determination lists the classification
and wage rates that have been found to be prevailing for the
cited type(s) of construction in the area covered by the wage
determination. The classifications are listed in alphabetical
order of ""identifiers"" that indicate whether the particular
rate is a union rate (current union negotiated rate for local),
a survey rate (weighted average rate) or a union average rate
(weighted union average rate).
Union Rate Identifiers
A four letter classification abbreviation identifier enclosed
in dotted lines beginning with characters other than ""SU"" or
""UAVG"" denotes that the union classification and rate were
prevailing for that classification in the survey. Example:
PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of
Supplementary Conditions 00 73 00 - 8
Wesley Seale Dam Instrumentation Rehabilitation 20258A Rev 4/2022
the union which prevailed in the survey for this
classification, which in this example would be Plumbers. 0198
indicates the local union number or district council number
where applicable, i.e., Plumbers Local 0198. The next number,
005 in the example, is an internal number used in processing
the wage determination. 07/01/2014 is the effective date of the
most current negotiated rate, which in this example is July 1,
2014.
Union prevailing wage rates are updated to reflect all rate
changes in the collective bargaining agreement (CBA) governing
this classification and rate.
Survey Rate Identifiers
Classifications listed under the ""SU"" identifier indicate that
no one rate prevailed for this classification in the survey and
the published rate is derived by computing a weighted average
rate based on all the rates reported in the survey for that
classification. As this weighted average rate includes all
rates reported in the survey, it may include both union and
non-union rates. Example: SULA2012-007 5/13/2014. SU indicates
the rates are survey rates based on a weighted average
calculation of rates and are not majority rates. LA indicates
the State of Louisiana. 2012 is the year of survey on which
these classifications and rates are based. The next number, 007
in the example, is an internal number used in producing the
wage determination. 5/13/2014 indicates the survey completion
date for the classifications and rates under that identifier.
Survey wage rates are not updated and remain in effect until a
new survey is conducted.
Union Average Rate Identifiers
Classification(s) listed under the UAVG identifier indicate
that no single majority rate prevailed for those
classifications; however, 100% of the data reported for the
classifications was union data. EXAMPLE: UAVG-OH-0010
08/29/2014. UAVG indicates that the rate is a weighted union
average rate. OH indicates the state. The next number, 0010 in
the example, is an internal number used in producing the wage
determination. 08/29/2014 indicates the survey completion date
for the classifications and rates under that identifier.
A UAVG rate will be updated once a year, usually in January of
each year, to reflect a weighted average of the current
negotiated/CBA rate of the union locals from which the rate is
based.
----------------------------------------------------------------
WAGE DETERMINATION APPEALS PROCESS
1.) Has there been an initial decision in the matter? This can
Supplementary Conditions 00 73 00 - 9
Wesley Seale Dam Instrumentation Rehabilitation 20258A Rev 4/2022
be:
* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a position on
a wage determination matter
* a conformance (additional classification and rate) ruling
On survey related matters, initial contact, including requests
for summaries of surveys, should be with the Wage and Hour
National Office because National Office has responsibility for
the Davis-Bacon survey program. If the response from this
initial contact is not satisfactory, then the process described
in 2.) and 3.) should be followed.
With regard to any other matter not yet ripe for the formal
process described here, initial contact should be with the
Branch of Construction Wage Determinations. Write to:
Branch of Construction Wage Determinations
Wage and Hour Division
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
2.) If the answer to the question in 1.) is yes, then an
interested party (those affected by the action) can request
review and reconsideration from the Wage and Hour Administrator
(See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:
Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
The request should be accompanied by a full statement of the
interested party's position and by any information (wage
payment data, project description, area practice material,
etc.) that the requestor considers relevant to the issue.
3.) If the decision of the Administrator is not favorable, an
interested party may appeal directly to the Administrative
Review Board (formerly the Wage Appeals Board). Write to:
Administrative Review Board
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
4.) All decisions by the Administrative Review Board are final.
================================================================
END OF GENERAL DECISIO"
Supplementary Conditions 00 73 00 - 10
Wesley Seale Dam Instrumentation Rehabilitation 20258A Rev 4/2022
ARTICLE 19 PROJECT MANAGEMENT AND COORDINATION
SC-19.21 COOPERATION WITH PUBLIC AGENCIES
C.
Public Agencies/Contacts Phone Number
City Engineer 361-826-3500
Freese and Nichols, Inc. 361-561-6500
Brian Bresler, P.E. 361-561-6500
Jim Wells Co. Sheriff 361-668-0341
San Patricio Co. Sheriff 361-364-9600
361-826-1800 (361-826-1818 after
Corpus Christi Water
hours)
IT Department (City Fiber) 361-826-1956 and 361-826-3740
South Texas Electric Cooperative 361-575-6491
ARTICLE 25 SHOP DRAWINGS
SC-25.03
A.!Provide Shop Drawings for the items shown in the Submittal Register, Specification Section
01 33 01.
Supplementary Conditions 00 73 00 - 11
Wesley Seale Dam Instrumentation Rehabilitation 20258A Rev 4/2022
SC-25.12 RESUBMISSION REQUIREMENTS
B.!Pay for excessive review of Shop Drawings.
1.!Cost for additional review time will be billed to the Owner by the Designer for the actual
hours required for the review of Shop Drawings by Designer and in accordance with the
rates listed below:
$300/hr.
ARTICLE 26 RECORD DATA
SC-26.03
A.!Submit Record Data for the items shown in the Submittal Register, Specification Section 01
33 01
SC-30.21 Notices.
B. Strict compliance is required for all notice provisions in this Contract.
END OF SECTION
Supplementary Conditions 00 73 00 - 12
Wesley Seale Dam Instrumentation Rehabilitation 20258A Rev 4/2022
01 11 00 SUMMARY OF WORK
1.00!GENERAL
1.01!WORK INCLUDED
A.!Construct Work as described in the Contract Documents.
1.!Provide the materials, equipment, and incidentals required to make the Project
completely and fully useable.
2.!Provide the labor, equipment, tools, and consumable supplies required for a
complete Project.
3.!The Contract Documents do not indicate or describe all of the Work required to
complete the Project. Additional details required for the correct installation of
selected products are to be provided by the Contractor and coordinated with the
OAR.
1.02!DESCRIPTION OF WORK
A.!Work is described in general, non-inclusive terms as:
1.!Restoration of a dam monitoring instrumentation system to include:
a.!Installation of new vibrating wire extensometers
b.!Installation of new vibrating wire piezometers
c.!Installation of new wire leads from vibrating wire instrumentation to instrument
panels
d.!Installation of instrument panel power supply, instrumentation data collection,
and communications equipment
e.!Installation of new FOC conduits and FOC communications cables and patch
panels
f.!Installation of new stationary robotic total station survey system, related wiring
and components, and its shed structure to continue monitoring established dam
survey points
g.!Ensure all components of the monitoring and surveying systems are functioning
properly and their data signals are reporting to the dam operations control room
for use by the City's SCADA system.
h.!Installation of new vibrating wire tiltmeters and related conduits and wiring
i.!Cleaning and televising relief wells and discharge lines
j.!Cleaning and treating select piezometers
k.!Cleaning and televising horizontal drains
l.!Purchasing a new inclinometer probe
Summary of Work 01 11 00 - 1
Wesley Seale Dam Instrumentation Rehabilitation 20258A Rev 10/2018
1.03!WORK UNDER OTHER CONTRACTS
A.!The following items of work are not included in this Contract, but may impact construction
scheduling and completion:
1.!City SCADA integration
B.!In the case of a disagreement between the above list and those specified elsewhere in the
Contract Documents, the Contractor is to base his Proposal on the most expensive listing.
C.!Completion of the Work described in this Contract may impact the construction and testing
of the items listed above.
1.!Coordinate construction activities through the OAR.
2.!Pay claims for damages which result from the late completion of the Project or any
specified Milestones.
1.04!WORK BY OWNER
A.!The Owner plans to perform the following items of work which are not included in this
Contract, but may impact the construction scheduling and completion:
1.!New Fiber Optic Cable connections to security cameras
B.!Completion of the Work described in this Contract may impact the construction of the
items listed above.
1.!Coordinate construction activities through the OAR.
2.!Pay claims for damages which result from the late completion of the Project or any
specified Milestones.
C.!Owner will provide normal operation and maintenance of the existing facilities during
construction, unless otherwise stated.
1.05!CONSTRUCTION OF UTILITIES
A.!Pay for temporary power, including but not limited to construction cost, meter connection
fees, and permits.
1.06!USE PRIOR TO FINAL COMPLETION
A.!Owner has the right to use or operate any portion of the Project that is ready for use after
notifying the Contractor of its intent to do so.
B.!The execution of Bonds is understood to indicate the consent of the surety to these
provisions for use of the Project.
C.!Provide an endorsement from the insurance carrier permitting use of Project during the
remaining period of construction.
D.!Conduct operations to ensure the least inconvenience to the Owner and general public.
Summary of Work 01 11 00 - 2
Wesley Seale Dam Instrumentation Rehabilitation 20258A Rev 10/2018
2.00!PRODUCTS (NOT USED)
3.00!EXECUTION (NOT USED)
END OF SECTION
Summary of Work 01 11 00 - 3
Wesley Seale Dam Instrumentation Rehabilitation 20258A Rev 10/2018
01 23 10 ALTERNATES AND ALLOWANCES
1.00!GENERAL
1.01!REQUIREMENTS
A.!Alternates:
1.!This Section describes each alternate by number and describes the basic changes to be
incorporated into the Work when this alternate is made a part of the Work in the
Agreement.
2.!Drawings and Specifications will outline the extent of Work to be included in the
alternate Contract Price.
3.!Coordinate related Work and modify surrounding Work as required to properly
integrate the Work under each alternate, and provide a complete and functional Project
as required by the Contract Documents.
4.!Bids for alternates may be accepted or rejected at the option of the Owner.
5.!Owner may incorporate these alternates in the Contract when executed, or may issue a
Change Order to incorporate these alternates within 120 days at the prices offered in
the Bid, unless noted otherwise. A Request for a Change Proposal may be issued after
120 days or other designated time period to negotiate a new price for incorporating the
Work into the Project.
B.!or "Unanticipated" items have been set
as noted in Section 00 30 01 Bid Form and shall be included in the Total Base Bid of the Bid
that unforeseen conditions or conflicts are encountered during construction that warrants
the use of the Allowance funds. If the use of Allowance funds becomes necessary, the OAR
will provide written authorization at a cost negotiated between Owner and Contractor, using
unit prices in the Bid Form when applicable. No work is to be performed under the Allowance
items without written authorization from the OAR. There is no guarantee that any of these
funds will need to be used during the course of the Work.
1.02!DOCUMENT SUBMITTALS
A.!Provide documents for materials furnished as part of the alternate in accordance with Article
24 of SECTION 00 72 00 GENERAL CONDITIONS.
1.03!DESCRIPTION OF ALTERNATES (NOT USED)
2.00!PRODUCTS (NOT USED)
3.00!EXECUTION (NOT USED)
END OF SECTION
Alternates and Allowances 01 23 10 - 1
Wesley Seale Dam Instrumentation Rehabilitation 20258A Rev 5/2020
01 29 01 MEASUREMENT AND BASIS FOR PAYMENT
1.00!GENERAL
1.01!MEASUREMENT AND BASIS FOR PAYMENTS ON LUMP SUM ITEMS
A.!Include all cost for completing the Work in accordance with the Contract Documents for
lump sum payment items. Include all direct cost for the Work associated with that lump
sum item and a proportionate amount for the indirect costs as described in Article 17 of
SECTION 00 72 00 GENERAL CONDITIONS for each lump sum item. Include cost not
specifically set forth as an individual payment item but required to provide a complete and
functional system in the lump sum price.
B.!Measurement for progress payments will be made on the basis of the earned value for
each item shown as a percentage of the cost for the lump sum item as described in Article
17 of SECTION 00 72 00 GENERAL CONDITIONS. Payment at Final Completion will be equal
to the total lump sum amount for that item.
1.02!MEASUREMENT AND BASIS FOR PAYMENTS ON UNIT PRICE ITEMS
A.!Include all cost for completing the Work in accordance with the Contract Documents in unit
price payment items. Include all direct cost for the Work associated with that unit price
item and a proportionate amount for the indirect costs as described in Article 17 of
SECTION 00 72 00 GENERAL CONDITIONS for each unit price item. Include cost not
specifically set forth as an individual payment item but required to provide a complete and
functional system in the unit price.
B.!Measurement for payments will be made only for the actual measured and/or computed
length, area, solid contents, number, and weight, unless other provisions are made in the
Contract Documents. Payment on a unit price basis will not be made for Work outside
finished dimensions shown in the Contract Documents. Include cost for waste, overages,
and tolerances in the unit price for that line item. Measurement will be as indicated for
each unit price item.
1.03!MEASUREMENT AND BASIS FOR PAYMENT FOR BASE BID ITEMS
A.!GENERAL
1.!Items A-1, B-1, C-1, D-1, E-1, F-1 MOBILIZATION (MAXIMUM 5%):
a.!Mobilization shall consist of the transportation and setup of personnel,
equipment and all field offices, sheds, and storage facilities at the project site in
preparation for beginning work. Mobilization shall include, but is not limited to,
permits, the movement of equipment, personnel, material, supplies, etc. to the
project site; the establishment and maintenance of Contractor's and OWNER's
office and other facilities necessary including power, telephone, and restroom
facilities; the establishment of the staging and laydown areas with fencing, gates,
utilities, lighting, etc.; and any preliminary engineering or administrative work
performed prior to beginning the work, including salaries for preparation of
documents required before the first Application for Payment and for field
personnel assigned to the Project related to the mobilization of the Project.
Measurement and Basis for Payment 01 29 01 - 1
Wesley Seale Dam Instrumentation Rehabilitation 20258A Rev 5/2020
Demobilization shall include, but is not limited to, the removal of equipment,
personnel, material, supplies, offices, trailers, restroom, etc. from the project site
including administrative work and submittals. Compensation for both
mobilization and demobilization shall be included under the lump sum bid item
Mobilization.
b.!Measurement for payment will be made per lump sum on the following basis:
When at least 5% of the adjusted contract amount for construction is earned,
75% of the mobilization lump sum bid amount will be eligible for payment, minus
retainage. Upon substantial completion of all work under this Contract and
removal of all equipment and materials from the Project site, the remaining 25%
of the mobilization lump sum bid amount will be eligible for payment, minus
retainage.
2.!Item A-2 - BONDS AND INSURANCE (Maximum Allowance of 2%):
a.!Payment shall include but not be limited to the bonds and insurance required
under the Contract Documents will be based on receipt of documentation of
actual costs. Contractor shall furnish satisfactory evidence of the rate or rates
paid for all bonds and insurance. Contractor will be reimbursed for the actual cost
of unique insurance as required and obtained specifically for this Project, not
including the routine and general company insurance policies that are maintained
for the course of conducting normal business operations. Contractor will be
reimbursed for the actual cost of project specific bonds and insurance, not to
exceed the bid amount or the verifiable costs of Project specific bonds and
insurance incurred by the Contractor.
b.!Measurement for payment will be made on a lump sum basis.
3.!Item A-3 - DEMOLITION (PER TERMINATION PANEL):
a.!Payment shall include but not be limited to the demolition of equipment in the
existing termination panels and appurtenances as shown on the plans and the
specifications.
b.!Measurement for payment shall be at the unit price bid per each panel.
4.!Item A-4 - RESTORATION AND SEEDING OF LAYDOWN AREAS:
a.!Payment shall include but not be limited to the restoration of all disturbed areas
including all areas used for staging and equipment storage during construction,
areas used as employee parking, and all other areas disturbed or damaged by
construction activities to pre-construction conditions including the removal of
fencing or material placed for staging or storage. Price shall constitute full
compensation for all costs of furnishing the labor, equipment, materials, topsoil,
seedbed preparation, fertilizer, and weed control for maintaining the areas to
receive grass seeding, including but not limited to placing topsoil, seeding,
watering, fertilizing, and maintaining the grassed areas until final acceptance has
been made.
b.!Measurement for payment shall be on a lump sum basis. Partial payment of
seventy-five (75%) percent will be made for grassing of completed areas when the
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seed is placed. The remaining twenty-five (25%) percent will be paid after final
acceptance of the grassing.
5.!Item A-5 - SCADA TRAINING:
a.!Payment shall include but not be limited to the training on how to use the new
Instrumentation System, to include the City's SCADA display of the
instrumentation readings, including assistance from Automated Concepts, Inc.,
the designer of the original and updated instrumentation termination panels and
communication architecture. Payment shall constitute full compensation for all
costs of furnishing the labor and materials to provide necessary training.
b.!Measurement for payment is on a lump sum basis.
6.!Item A-6 - CARE OF WATER FOR SOUTH SPILLWAY:
a.!This item shall include, but is not limited to, all labor, materials, equipment,
transportation, submittals, and incidentals necessary to build, maintain, and
operate cofferdams, diversion barriers, diversion siphons, channels, flumes,
sumps, valves, and other temporary works as needed to manage floodwater,
divert river flow, or pass other surface water through or around the construction
site and away from construction work while it is in progress. Remove the
temporary works, equipment, and materials after completion in strict accordance
with the specifications. Refer to Specification Section 31 23 19.01, CARE OF
WATER DURING CONSTRUCTION \[Dams\].
b.!Measurement for payment is on a lump sum basis. Partial payments will be made
based upon the ratio of calendar days in the pay request period to the total
number of calendar days for the Contract.
7.!Item A-7 - CARE OF WATER FOR NORTH SPILLWAY:
a.!This item shall include, but is not limited to, all labor, materials, equipment,
transportation, submittals, and incidentals necessary to build, maintain, and
operate cofferdams, diversion barriers, diversion siphons, channels, flumes,
sumps, valves, and other temporary works as needed to manage floodwater,
divert river flow, or pass other surface water through or around the construction
site and away from construction work while it is in progress. Remove the
temporary works, equipment, and materials after completion in strict accordance
with the specifications. Refer to Specification Section 31 23 19.01, CARE OF
WATER DURING CONSTRUCTION \[Dams\].
b.!Measurement for payment is on a lump sum basis. Partial payments will be made
based upon the ratio of calendar days in the pay request period to the total
number of calendar days for the Contract.
B.!INSTRUMENTATION
1.!Item B-2 - INSTALL PIEZOMETER TRANSDUCERS WITH CABLING
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a.!Payment shall include but not be limited to the piezometer transducers (twenty-
five (25) Geokon 4500S-350 kPa) and one (1) 4500AL(v)-70 kPa)installed as
indicated in the contract documents including furnishing and installation of new
cabling, re-wiring in existing conduits, setup and testing of equipment and its
connections and data transfer, furnishing all manufacturer documentation to
owner. Payment shall include all work, equipment and materials as indicated in
the contract documents including but not limited to all installation, testing,
reading, surface completion, and other miscellaneous items necessary to
complete the installation. Payment shall include all labor, materials, equipment
and incidentals necessary to complete the work as specified. Damaged
instruments shall be replaced at no additional cost to the Owner.
b.!Measurement for payment is on a per each basis.
2.!Item B-3 - IN-STU RUGGED TROLL 100 DATA LOGGERS
a.!Payment shall include but not be limited to the data loggers installed, tested and
accepted as indicated in the contract documents including furnishing and
installing data loggers, collecting data from the existing data loggers and
transmitting to the data to Owner and disposing of existing data loggers.
Damaged instruments shall be replaced at no additional cost to the Owner.
b.!Measurement for payment is on a per each basis.
3.!Item B-4 - AUTOMATED EXTENSOMETER (GEOKON 4450)
a.!Payment shall include but not be limited to the extensometers installed as
indicated in the contract documents including furnishing and installation of new
cabling, re-wiring in existing conduits, setup and testing of equipment and its
connections and data transfer, furnishing all manufacturer documentation to
owner. Payment shall include all work, equipment and materials as indicated in
the contract documents including but not limited to all installation, testing during
installation, reading, surface completion, and other miscellaneous items
necessary to complete the installation. Payment shall include all labor, materials,
equipment and incidentals necessary to complete the work as specified. Damaged
instruments shall be replaced at no additional cost to the Owner.
b.!Measurement for payment is on a per each basis.
4.!Item B-5 - INCLINOMETER PROBE (GEOKON GK-64D)
a.!Payment shall include but not be limited to the payment shall include furnishing
of the equipment and related documentation to the Owner.
b.!Measurement for payment is on a per each basis.
5.!Item B-6 - TILTMETER (GEOKON 6350, WIRED, WITH GEOKON MOUNTING BRACKET
AND PROTECTIVE ENCLOSURE)
a.!Payment shall include but not be limited to the tiltmeters and water gauge
installed as indicated in the contract documents including furnishing and
installation of new cabling, new conduits as shown in the contract documents,
setup and testing of equipment and its connections and data transfer, furnishing
all manufacturer documentation to owner. Payment shall include all work,
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equipment and materials as indicated in the contract documents including but
not limited to all installation, testing during installation, reading, surface
completion, and other miscellaneous items necessary to complete the
installation. Damaged instruments shall be replaced at no additional cost to the
Owner.
b.!Measurement for payment is on a per each basis.
C.!CLEANING, TELEVISING, AND TESTING
2.!Item C-2 - CLEAN AND TELEVISE RELIEF WELL OUTFALLS (HORIZONTAL)
a.!Payment shall include but not be limited to the relief well outfalls pre-televised,
cleaned, post-televised as indicated in the construction drawings and
specifications including all labor, materials, equipment and incidentals necessary
to complete the work as specified. Prepare and furnish records documentation to
the Owner.
b.!Measurement for payment is on a per each basis.
3.!Item C-3 - CLEAN, TEST, AND TELEVISE RELIEF WELLS (VERTICAL)
a.!Payment shall include but not be limited to the vertical relief well televised (pre-
cleaning), pump tested (pre-cleaning), cleaned, pump tested (post-cleaning), and
televised (post-cleaning) as indicated in the contract documents including all
labor, materials, equipment and incidentals necessary to complete the work as
specified. Prepare and furnish records documentation to the Owner.
b.!Measurement for payment is on a per each basis.
4.!Item C-4 - LAG TEST AND FLUSH PIEZOMETER
a.!Payment shall include but not be limited to the piezometers lag tested (pre-
cleaning), cleaned, lag tested (post-cleaning), flushing, and televised (post-
cleaning) as indicated in the contract documents including all labor, materials,
equipment and incidentals necessary to complete the work as specified. Prepare
and furnish records documentation to the Owner.
b.!Measurement for payment is on a per each basis.
5.!Item C-5 CLEAN AND TELEVISE CONDUIT DRAIN LINES
a.!Payment shall include but not be limited to the 2-inch diameter conduit drain
lines televised (pre-cleaning), cleaned, and televised (post-cleaning) as indicated
in the contract documents including all labor, materials, equipment and
incidentals necessary to complete the work as specified. Prepare and furnish
records documentation to the Owner.
b.!Measurement for payment is on a per each basis.
6.!Item C-6 - CLEAN AND TELEVISE SAND DRAIN OUTFALLS
a.!Payment shall include but not be limited to the sand drain outfall lines televised
(pre-cleaning), cleaned, and televised (post-cleaning) as indicated in the contract
documents including all labor, materials, equipment and incidentals necessary to
complete the work as specified. Prepare and furnish records documentation to
the Owner.
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b.!Measurement for payment is on a per each basis.
D.!SURVEY EQUIPMENT
1.!Item D-2 - S9 TOTAL STATION SYSTEM INSTALLATION INCLUDING ALL
COMMUNICATION AND INSTALLATION HARDWARE
a.!Payment shall include but not be limited to the S9 robotic total station installed as
indicated in the construction drawings and specifications including furnishing and
installation S9- e Lock (Item No. S9024201), Settop 1
monitoring device (Item No. 110471-01) with required cables, Octohub V2
communications hub for Settop M1, T4D Field software with perpetual license, a
total station instrument shelter with safety ring lock, and other ancillary
equipment (i.e., pillar plate, adapter, wall console, Settop M1 cabinet, permanent
survey reflector prisms (Item No. 58008042), and other necessary hardware for
installation. Payment shall include all work, equipment, materials, and onsite
training from Trimble as indicated in the contract documents including but not
limited to installation, testing during installation, reading, surface completion, and
other miscellaneous items necessary to complete the installation of the total
station equipment. Damaged instruments shall be replaced at no additional cost
to the Owner.
b.!Measurement for payment is on a per each basis.
2.!Item D-3 - TOTAL STATION PROTECTIVE SHED
a.!Payment shall include but not be limited to the protective shed for the total
station installed as indicated in the contract documents. Payment shall include all
labor, materials, manufacturing and installation of the shed and incidentals
necessary to complete the work as specified.
b.!Measurement for payment is on a per each basis.
3.!Item D-4 - VEGETATION CLEARING FOR TOTAL STATION
c.!Payment shall include but not be limited to the vegetation cleared and disposed
of the area as indicated in the contract documents for the total station line of
sight. Payment shall include all labor, materials, equipment and incidentals
necessary to complete the work as specified.
d.!Measurement for payment is per acre unit area basis.
4.!Item D-5 - SCADA INTEGRATION AND DISPLAY FOR TOTAL STATION
a.!Payment shall include but not be limited to the data from robotic total station
SCADA system for use and display with contracted
assistance from Trimble representative.
b.!Measurement for payment is on a lump sum basis.
5.!Item D-6 - TOTAL STATION ELECTRICAL AND COMMUNICATIONS
a.!Payment shall include but not be limited to the electrical and communications
required for the operation and data transfer for the Scada integration of the
robotic total station are provided. Payment shall include all labor, materials,
equipment and incidentals necessary to complete the work as specified in the
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contract documents for electrical and fiber optic conduit and cabling, enclosures,
equipment rack with sunshield, electrical pullboxes, lightning protection system,
fiber patch panel, and concrete encased duct bank for the total station. Damaged
equipment shall be replaced at no additional cost to the Owner.
b.!Measurement for payment is on a lump sum basis.
E.!INSTRUMENTATION SCADA EQUIPMENT
1.!Item E-2 - DAM INSTRUMENTATION REHABILITATION
a.!Payment shall include but not be limited to the dam instrumentation
rehabilitated with CAS Vibrating Wire Data Logger, Datalogger expansion Module,
UPS (120 VAC In and Out) 500 VA, UPS battery 24VDC lead acid, UPS battery
24VDC LIION, 24 VDC power supply (5A), Fiber/Copper ethernet switch,
Barometer at each termination panel. Automated Concepts, Inc. was the designer
and installer of the original instrumentation termination panel architecture and is
the designer of the proposed instrumentation termination panel architecture, and
can assist in the build out of the new panels. Payment shall include all labor,
materials, equipment and incidentals necessary to complete the work as specified
in the contract documents. Damaged equipment shall be replaced at no
additional cost to the Owner.
b.!Measurement for payment is on a per each basis.
2.!Item E-3 - SCADA INTEGRATION AND DISPLAY FOR INSTRUMENTATION
a.!Payment shall include but not be limited to the data from automated instruments
are for use and display.
b.!Measurement for payment is on a lump sum basis.
F.!IT IMPROVEMENTS
1.!Item F-2 - 24 FIBER FOC
a.!Payment shall include but not be limited to the 24 Fiber Fiber Optic Cable
installed for communication of instruments to the City SCADA system. Payment
shall include all labor, materials, equipment and incidentals necessary to
complete the work as specified in the contract documents.
b.!Measurement for payment is on a per linear foot basis.
2.!Item F-3 - IT CONDUIT (2-IN)
a.!Payment shall include but not be limited to the the 2-inch IT conduit installed.
Payment shall include all labor, materials, equipment and incidentals necessary to
complete the work as specified in the plans and specifications.
b.!Measurement for payment is on a linear foot basis.
3.!Item F-4 - 24X36X18 QUAZITE PULLBOXES
a.!Payment shall include but not be limited to the pullbox installed. Payment shall
include all labor, materials, equipment and incidentals necessary to complete the
work as specified in the contract documents.
b.!Measurement for payment is on a per each basis.
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4.!Item F-5 PANEL BOX
a.!Payment shall include but not be limited to providing and installing new stainless
steel NEMA 4x boxes (without video panels) in the specified dimension installed.
Payment shall include all labor, materials, equipment and incidentals necessary to
complete the work as specified in the contract documents.
b.!Measurement for payment is on a per each basis.
5.!Item F-6 - RELOCATING MINI POWER BOX
a.!Payment shall include but not be limited to the existing mini power box relocated.
Payment shall include all labor, materials, equipment and incidentals necessary to
complete the work as specified in the contract documents.
b.!Measurement for payment is on a per each basis.
6.!Item F-7 - ADJUST HANDRAIL AROUND SECURITY CAMERA PANEL BOXES
a.!Payment shall include but not be limited to the handrails adjusted around the
new video boxes. Payment shall include all labor, materials, equipment and
incidentals necessary to complete the work as specified in the contract
documents.
b.!Measurement for payment is on a per each basis.
7.!Item F-8 - FOC TERMINATION (4 PANELS, OUTLET TOWER, TOTAL STATION, CONTROL
ROOM)
a.!Payment shall include but not be limited to the fiber optic cables terminated at
four (4) termination panels, Outlet Tower Electrical Control Room, Dam
Operations Center (i.e. Control Room), and the robotic total station location.
Payment shall include all labor, materials, equipment and incidentals necessary to
complete the work as specified in the contract documents.
b.!Measurement for payment is on a per each basis.
1.04!MEASUREMENT AND BASIS FOR PAYMENT FOR ALLOWANCES
1.!Item A-8 - UNANTICIPATED GENERAL IMPROVEMENTS:
a.!This allowance item is for unanticipated general improvements. All, some, or
none of this allowance may be used on this project at the discretion of the City.
This allowance will only be used for items negotiated and authorized by the
Owner's Authorized Representative.
b.!Units of measure and method of measurement will be determined through
negotiation between the City and the Contractor prior to authorization to work
and invoiced under this item.
2.!Item B-7 - UNANTICIPATED INSTRUMENTATION IMPROVEMENTS
a.!This allowance item is for unanticipated instrumentation improvements. All,
some, or none of this allowance may be used on this project at the discretion of
the City. This allowance will only be used for items negotiated and authorized by
the Owner's Authorized Representative.
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b.!Units of measure and method of measurement will be determined through
negotiation between the City and the Contractor prior to authorization to work
and invoiced under this item.
3.!Item C-7 - UNANTICIPATED CONDUIT CLEANING
a.!This allowance item is for unanticipated conduit cleaning. All, some, or none of
this allowance may be used on this project at the discretion of the City. This
allowance will only be used for items negotiated and authorized by the Owner's
Authorized Representative.
b.!Units of measure and method of measurement will be determined through
negotiation between the City and the Contractor prior to authorization to work
and invoiced under this item.
4.!Item D-7 - UNANTICIPATED SURVEY EQUIPMENT
a.!This allowance item is for unanticipated survey equipment. All, some, or none of
this allowance may be used on this project at the discretion of the City. This
allowance will only be used for items negotiated and authorized by the Owner's
Authorized Representative.
b.!Units of measure and method of measurement will be determined through
negotiation between the City and the Contractor prior to authorization to work
and invoiced under this item.
5.!Item E-4 - UNANTICIPATED SCADA IMPROVEMENTS
a.!This allowance item is for unanticipated SCADA improvements. All, some, or none
of this allowance may be used on this project at the discretion of the City. This
allowance will only be used for items negotiated and authorized by the Owner's
Authorized Representative.
b.!Units of measure and method of measurement will be determined through
negotiation between the City and the Contractor prior to authorization to work
and invoiced under this item.
6.!Item F-9 - UNANTICIPATED IT IMPROVEMENTS
a.!This allowance item is for unanticipated IT improvements. All, some, or none of
this allowance may be used on this project at the discretion of the City. This
allowance will only be used for items negotiated and authorized by the Owner's
Authorized Representative.
b.!Units of measure and method of measurement will be determined through
negotiation between the City and the Contractor prior to authorization to work
and invoiced under this item.
2.00!PRODUCTS (NOT USED)
3.00!EXECUTION (NOT USED)
END OF SECTION
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01 35 00 SPECIAL PROCEDURES
1.00!GENERAL
1.01!CONSTRUCTION SEQUENCE
A.!Work shall be completed within the specified time for these items:
Description Time
1 MONTH FROM THE DEMOLITION OF THE EXISTING
FIBER OPTIC RE-CABLING
FIBER OPTIC CABLE
B.!Consider the sequences, duration limitations, and governing factors outlined in this Section
to prepare the schedule for the Work.
C.!Perform the Work not specifically described in this Section as required to complete the
entire Project within the Contract Times.
1.02!PLAN OF ACTION
A.!Submit a written plan of action for approval for shutting down essential services. These
include:
1.!Electrical power,
2.!Control power,
3.!Pipelines or wastewater systems,
4.!Communications equipment, and
5.!Other designated functions.
B.!Describe the following in the plan of action:
1.!Scheduled dates for construction;
2.!Work to be performed;
3.!Utilities, piping, or services affected;
4.!Length of time the service or utility will be disturbed;
5.!Procedures to be used to carry out the Work;
6.!Plan of Action to handle emergencies;
7.!List of manpower, equipment, and ancillary supplies;
8.!Backups for key pieces of equipment and key personnel;
9.!Contingency plan that will be used if the original schedule cannot be met; and
C.!Submit plan 2 weeks prior to beginning the Work.
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Wesley Seale Dam Instrumentation Rehabilitation 20258A Rev 10/2018
1.03!CRITICAL OPERATIONS (NOT USED)
1.04!OWNER ASSISTANCE
A.!The Owner will assist the Contractor in accessing the spillway areas by providing personnel
with a key to unlock gates and ladders.
2.00!PRODUCTS (NOT USED)
3.00!EXECUTION (NOT USED)
END OF SECTION
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01 50 00 TEMPORARY FACILITIES AND CONTROLS
1.00!GENERAL
1.01!WORK INCLUDED
A.!Provide temporary facilities, and storage sheds needed to complete the Work.
B.!Install and maintain temporary Project identification signs. Provide temporary on-site
informational signs to identify key elements of the construction facilities. Do not allow
other signs to be displayed.
1.02!QUALITY ASSURANCE (NOT USED)
1.03!DELIVERY AND STORAGE
A.!Arrange transportation, loading, and handling of temporary sheds.
1.04!JOB CONDITIONS
A.!Locate sheds at the Site as indicated or as approved by the OPT.
B.!Prepare the Site by removing debris and performing demolition or grubbing needed to
clear a space adequate for the structures.
C.!Operate temporary facilities in a safe and efficient manner.
1.!Restrict loads on temporary services or facilities to within their designed or designated
capacities.
2.!Provide sanitary conditions. Prevent public nuisance or hazardous conditions from
developing or existing at the Site.
3.!Maintain Site security and protection of the facilities.
4.!Provide temporary portable restrooms and wash stations for workers, with one at
each spillway.
1.05!OPTIONS
A.!Storage sheds may be prefabricated buildings on skids or truck trailers.
2.00!PRODUCTS
2.01!TEMPORARY FIELD OFFICES (FIELD OFFICE NOT REQUIRED)
A.!The Contractor must furnish the OPT with a field office at the Site. The field office must
contain at least 120 square feet of useable space. The field office must be air-conditioned
and heated and must be furnished with an inclined table that measures at least 30 inches
by 60 inches and two chairs. The Contractor shall move the field office on the Site as
required by the OAR. There is no separate pay item for the field office.
B.!Furnish a field office of adequate size for Contractors use. Provide conference room space
for a minimum of 10 people.
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C.!Other trades may provide their own offices only when space is available at the Site, and the
OPT agrees to its size, condition, and location.
D.!No monthly partial payments will be processed until OPTs field office facilities are
completed and approved.
2.02!TEMPORARY STORAGE BUILDINGS
A.!Furnish storage buildings of adequate size to store any materials or equipment delivered to
the Site that might be affected by weather.
2.03!TEMPORARY SANITARY FACILITIES
A.!Provide sanitary facilities at the Site from the commencement of the Project until Project
conclusion. Maintain these facilities in a clean and sanitary condition at all times and
comply with the requirements of the local health authority. On large sites, provide
portable toilets at such locations that no point in the Site shall be more than 600 feet from
a toilet.
B.!Use these sanitary facilities. Do not use restrooms within existing or Owner-occupied
buildings.
2.04!TEMPORARY HEAT
A.!Provide heating devices needed to protect buildings during construction. Provide fuel
needed to operate the heating devices and attend the heating devices at all times they are
in operation, including overnight operations.
2.05!TEMPORARY UTILITIES
A.!Provide the temporary utilities for administration, construction, testing, disinfection, and
start-up of the Work, including electrical power, water, and telephone. Pay all costs
associated with furnishing temporary utilities.
1.!Provide a source of temporary electrical power of adequate size for construction
procedures.
a.!Use existing power systems where spare capacity is available. Provide temporary
power connections that do not adversely affect the existing power supply.
Submit connections to the OAR for approval prior to installation.
b.!Provide electrical pole and service connections that comply with Laws and
Regulations and the requirements of the power company.
2.!Provide telephone service to the Site and install telephones inside the Contractors
and the OPTs field office.
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2.06!WATER FOR CONSTRUCTION (NOT USED)
3.00!EXECUTION
3.01!LOCATION OF TEMPORARY FACILITIES
A.!Locate temporary facilities in areas approved by the OAR. Construct and install signs at
locations approved by the OAR. Install informational signs so they are clearly visible.
3.02!PROJECT IDENTIFICATION AND SIGNS (NOT APPLICABLE)
A.!The Owner will furnish two Project signs to be installed by the Contractor. The signs must
be installed before construction begins and will be maintained throughout the Project
period by the Contractor. The locations of the signs will be determined in the field by the
OAR.
3.03!TEMPORARY LIGHTING
A.!Provide temporary lighting inside buildings once buildings are weatherproof.
B.!Provide lighting that is adequate to perform Work within any space. Temporary lights may
be removed once the permanent lighting is in service.
C.!Provide portable flood lights at any time that Work will be performed outside the structure
at night. Provide adequate lighting at any location Work is being performed.
3.04!DRINKING WATER
A.!Provide all field offices with potable water. Provide a dispenser and cooling apparatus if
bottled drinking water is provided.
B.!Pay for water services and maintain daily.
3.05!CONSTRUCTION FENCE
A.!Install and maintain a construction fence around the Site and off-site storage yards. Fence
must be a minimum 6 feet high chain link construction unless shown otherwise. Provide
gates with padlocks.
3.06!REMOVAL OF TEMPORARY FACILITIES
A.!Remove temporary buildings, sheds, and utilities at the conclusion of the Project and
restore the Site to original condition or finished in accordance with the Drawings.
B.!Remove informational signs upon completion of construction.
C.!Remove Project identification signs, framing, supports, and foundations upon completion
of the Project.
3.07!MAINTENANCE AND JANITORIAL SERVICE
A.!Empty trash receptacles daily
B.!Maintain signs and supports in a neat, clean condition. Repair damage to structures,
framings, or signs.
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C.!Repair any damage to Work caused by placement or removal of temporary signage.
END OF SECTION
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01 57 00 TEMPORARY CONTROLS
1.00!GENERAL
1.01!WORK INCLUDED
A.!Provide labor, materials, equipment, and incidentals necessary to construct temporary
facilities to provide and maintain control over environmental conditions at the Site. Remove
temporary facilities when no longer needed.
B.!Construct temporary impounding works, channels, diversions, furnishing and operation of
pumps, installing piping and fittings, and other construction for control of conditions at the
Site. Remove temporary controls at the end of the Project.
C.!Provide a Storm Water Pollution Prevention Plan (SWPPP) as required by Texas Pollutant
Discharge Elimination System (TPDES) General Permit No. TXR150000 for stormwater
discharges from construction activities as applicable to the nature and size of the Project.
Comply with all requirements of the Texas Commission on Environmental Quality (TCEQ) and
Laws and Regulations. File required legal notices and obtain required permits prior to
beginning any construction activity.
D.!Provide labor, materials, equipment, and incidentals necessary to prevent stormwater
pollution for the duration of the Project. Provide and maintain erosion and sediment control
structures as required to preventive sediment and other pollutants from the Site from
entering any stormwater system including open channels. Remove pollution control
structures when no longer required to prevent stormwater pollution.
1.02!QUALITY ASSURANCE
A.!Construct and maintain temporary controls with adequate workmanship using durable
materials to provide effective environmental management systems meeting the
requirements of the Contract Documents and Laws and Regulations. Use materials that
require minimal maintenance to prevent disruption of construction activities while providing
adequate protection of the environment.
B.!Periodically inspect systems to determine that they are meeting the requirements of the
Contract Documents.
1.03!DOCUMENT SUBMITTAL
A.!Provide documents requiring approval by the OPT as Shop Drawings in accordance with
Article 25 of SECTION 00 72 00 GENERAL CONDITIONS.
B.!Provide copies of notices, records, and reports required by the Contract Documents or Laws
and Regulations as Record Data in accordance with Article 26 of SECTION 00 72 00 GENERAL
CONDITIONS.
1.04!STANDARDS
A.!Provide a SWPPP that complies with all requirements of TPDES General Permit No.
TXR150000 and any other applicable Laws and Regulations.
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B.!Perform Work to comply with the City of Corpus Christi Code of Ordinances, Part III, Chapter
14, Article X -
applicable Laws and Regulations.
1.05!PERMITS
A.!As applicable, submit the following to the TCEQ and the Operator of any Municipal Separate
Storm Sewer System (MS4) receiving stormwater discharges from the Site:
1.!Notice of Intent (NOI) at least 48 hours prior to beginning construction activity.
Construction activity may commence 24 hours after the submittal of an electronic NOI.
2.!Notice of Change (NOC) letter when relevant facts or incorrect information was
submitted in the NOI, or if relevant information in the NOI changes during the course of
construction activity.
3.!Notice of Termination (NOT) when the construction Project has been completed and
stabilized.
B.!Post a copy of the NOI at the Site in a location where it is readily available for viewing by the
general public and as required by Laws and Regulations prior to starting construction
activities and maintain the posting until completion of the construction activities.
C.!Maintain copies of a schedule of major construction activities, inspection reports, and
revision documentation with the SWPPP.
1.06!STORMWATER POLLUTION CONTROL
A.!Comply with the current requirements of TPDES General Permit No. TXR150000 as set forth
by the TCEQ for the duration of the Project as applicable to the nature of the work and the
total disturbed area:
1.!Develop a SWPPP meeting all requirements of the TPDES General Permit.
2.!Submit of a Notice of Intent to the TCEQ.
3.!Develop and implement appropriate Best Management Practices as established by local
agencies of jurisdiction.
4.!Provide all monitoring and/or sampling required for reporting to the TCEQ.
5.!Submit reports to the TCEQ as required as a condition of the TPDES General Permit.
6.!Submit copies of the reports to the Designer as Record Data in accordance with Article
26 of SECTION 00 72 00 GENERAL CONDITIONS.
7.!Retain copies of these documents at the Site at all times for review and inspection by
the OPT or regulatory agencies. Post a copy of the permit as required by Laws and
Regulations.
8.!Assume sole responsibility for implementing, updating, and modifying the TPDES
General Permit per Laws and Regulations for the SWPPP and Best Management
Practices.
B.!Use forms required by the TCEQ to file the Notice of Intent. Submit the Notice of Intent at
least 2 days prior to the start of construction. Develop the SWPPP prior to submitting the
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Notice of Intent. Provide draft copies of the Notice of Intent, SWPPP, and any other pertinent
TCEQ submittal documents to Owner for review prior to submittal to the TCEQ.
C.!Return any property disturbed by construction activities to either specified conditions or pre-
construction conditions as set forth in the Contract Documents. Provide an overall erosion
and sedimentation control system that will protect all undisturbed areas and soil
stockpiles/spoil areas. Implement appropriate Best Management Practices and techniques
to control erosion and sedimentation and maintain these practices and techniques in
effective operating condition during construction. Permanently stabilize exposed soil and fill
as soon as practical during the Work.
D.!Assume sole responsibility for the means, methods, techniques, sequences, and procedures
for furnishing, installing, and maintaining erosion and sedimentation control structures and
procedures and overall compliance with the TPDES General Permit. Modify the system as
required to effectively control erosion and sediment.
E.!Retain copies of reports required by the TPDES General Permit for 3 years from date of Final
Completion.
1.07!POLLUTION CONTROL
A.!Prevent the contamination of soil, water, or atmosphere by the discharge of noxious
substances from construction operations. Provide adequate measures to prevent the
creation of noxious air-borne pollutants. Prevent dispersal of pollutants into the
atmosphere. Do not dump or otherwise discharge noxious or harmful fluids into drains or
sewers, nor allow noxious liquids to contaminate public waterways in any manner.
B.!Provide equipment and personnel and perform emergency measures necessary to contain
any spillage.
1.!Contain chemicals in protective areas and do not dump on soil. Dispose of such
materials at off-site locations in an acceptable manner.
2.!Excavate contaminated soil and dispose at an off-site location if contamination of the
soil does occur. Fill resulting excavations with suitable backfill and compact to the
density of the surrounding undisturbed soil.
3.!Provide documentation to the Owner which states the nature and strength of the
contaminant, method of disposal, and the location of the disposal site.
4.!Comply with Laws and Regulations regarding the disposal of pollutants.
C.!Groundwater or run-off water which has come into contact with noxious chemicals, sludge,
or sludge-contaminated soil is considered contaminated. Contaminated water must not be
allowed to enter streams or water courses, leave the Site in a non-contained form, or enter
non-contaminated areas of the Site.
1.!Pump contaminated water to holding ponds constructed by the Contractor for this
purpose, or discharge to areas on the interior of the Site, as designated by the OAR.
2.!Construct temporary earthen dikes or take other precautions and measures as required
to contain the contaminated water and pump to a designated storage area.
3.!Wash any equipment used for handling contaminated water or soil within contaminated
areas three times with uncontaminated water prior to using such equipment in an
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uncontaminated area. Dispose of wash water used to wash such equipment as
contaminated water.
1.08!EARTH CONTROL
A.!Remove excess soil, spoil materials, and other earth not required for backfill at the time of
generation. Control stockpiled materials to eliminate interference with Contractor and
Owners operations.
B.!Dispose of excess earth off the Site. Provide written approval from the property owner for
soils deposited on private property. Obtain approval of the Owner if this disposal impacts
the use of Site or other easements.
1.09!OZONE ADVISORY DAYS (NOT USED)
A.!Do not conduct roofing, priming, or hot-mix paving operations, except for repairs, on days
the City Engineer has notified Contractor that an ozone advisory is in effect. An extension of
time will be allowed for each day for which priming or hot mix paving was scheduled, crews
were prepared to perform this Work and the City Engineer issued ozone alert prevents this
Work. Contractor will be compensated at the unit price indicated in the Bid for each day for
which an extension of time was granted due to an ozone alert.
1.10!MANAGEMENT OF WATER
A.!Manage water resulting from rains or ground water at the Site. Maintain trenches and
excavations free of water at all times.
B.!Lower the water table in the construction area by acceptable means if necessary to maintain
a dry and workable condition at all times. Provide drains, sumps, casings, well points, and
other water control devices as necessary to remove excess water.
C.!Provide continuous operation of water management actions. Maintain standby equipment
to provide proper and continuous operation for water management.
D.!Ensure that water drainage does not damage adjacent property. Divert water into the same
natural watercourse in which its headwaters are located, or other natural stream or
waterway as approved by the Owner. Assume responsibility for the discharge of water from
the Site.
E.!Remove the temporary construction and restore the Site in a manner acceptable to the OAR
and to match surrounding material at the conclusion of the Work.
1.11!DEWATERING
A.!
the appropriate bid items as described in the Bid Form where dewatering is needed to keep
the excavation dry, as approved by the Designer, and shall include all costs to provide a dry
foundation for the proposed improvements.
B.!Storm water that enters an excavation can be pumped out as long as care is taken to
minimize solids and mud entering the pump suction and flow is pumped to a location that
allows for sheet flow prior to entering a storm water drainage ditch or storm water inlet.
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C.!An alternative to sheet flow is to pump storm water to an area where ponding occurs
naturally without leaving the designated work area or by a manmade berm(s) prior to
entering the storm water system. Sheet flow and ponding is to allow solids screening and/or
settling prior to entering a storm water conduit or inlet.
D.!Storm water or groundwater shall not be discharged to private property without permission.
It is the intent that Contractor discharges groundwater primarily into the existing storm
water system, provided that the quality of groundwater is equal to or better than the
receiving stream, the Nueces River.
E.!Testing of groundwater quality is to be performed by the Contractor, at the
expense, prior to commencing discharge and shall be retested by the Contractor, at the
expense, a minimum of once a week. Contractor shall coordinate with the
Owner on all testing. Tests will also be performed as each new area of construction is started.
F.!Another option for disposal of groundwater by Contractor would include pumping to the
nearest wastewater system. If discharging to temporary holding tanks and trucking to a
wastewater or wastewater plant, the costs for these operations shall be negotiated. Other
groundwater disposal alternatives or solutions may be approved by the Designer on a case
by case basis.
G.!Prior to pumping groundwater from a trench to the wastewater system the Contractor shall
contact Wastewater Pre-treatment Coordinator at 826-1817
from the Waste Water Department. Contractor will pay for any water quality testing
or water analysis cost required. The permit will require an estimate of groundwater flow.
Groundwater flow can be estimated by boring a hole or excavating a short trench then record
water level shortly after completion, allow to sit overnight, record water level again, pump
hole or trench dry to a holding tank or vacuum truck then record how long it takes to fill to
original level and overnight level.
1.12!DISPOSAL OF CONTAMINATED GROUNDWATER (NOT APPLICABLE)
A.!An allowance will be included in the Bid for the unanticipated disposal of contaminated
groundwater. This allowance may not be needed but is provided in case contaminated
groundwater is encountered during the course of the Project and does not meet the water
quality requirements for discharge into the storm water or wastewater systems. This
allowance includes all materials, tools, equipment, labor, transportation, hauling,
coordination, and proper disposal of the contaminated water at an approved landfill, deep
water injection well, or other site as agreed to by the Designer. Suggested disposal facilities
would be US Ecology (USET) in Robstown, Texas or Texas Molecular in Corpus Christi, Texas.
B.!
negotiated. Payment will not include costs associated with routine dewatering, which is
considered subsidiary to the appropriate bid items as described in Paragraph 1.11.
1.13!DISPOSAL OF HIGHLY CHLORINATED WATER
A.!Dispose of water used for testing, disinfection, and line flushing. Comply with Owners
requirements and Laws and Regulation regarding the disposal of contaminated water,
including water with levels of chlorine, which exceed the permissible limits for discharge into
wetlands or environmentally sensitive areas. Comply with the requirements of all regulatory
agencies in the disposal of all water used in the Project. Include a description and details for
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disposal of this water in a Plan of Action per SECTION 01 35 00 SPECIAL PROCEDURES. Do
not use the Owners wastewater system for disposal of contaminated water.
1.14!WINDSTORM CERTIFICATION (NOT APPLICABLE)
A.!All affected materials and installation shall comply with Texas Department of Insurance
Requirements for windstorm resistant construction for design wind speed as required by the
current version of the International Building Code (IBC). When applicable, \[Contractor\]
\[Owner\] shall be responsible for contracting with a licensed structural engineer in the State
of Texas to perform all inspections and provide documentation for windstorm certification
to the Texas Board of Insurance. The Contractor shall be responsible for providing all
necessary design/assembly documentation for all new windows, doors, louvers, etc. to the
windstorm engineer/inspectors required to conform with the requirements of the Texas
Department of Insurance.
2.00!PRODUCTS
2.01!MATERIALS
A.!Provide materials that comply with Laws and Regulations.
3.00!EXECUTION
3.01!CONSTRUCTING, MAINTAINING AND REMOVING TEMPORARY CONTROLS
A.!Construct temporary controls in accordance with Laws and Regulations.
B.!Maintain controls in accordance with regulatory requirements where applicable, or in
accordance with the requirements of the Contract Documents.
C.!Remove temporary controls when no longer required, but before the Project is complete.
Correct any damage or pollution that occurs as the result of removing controls while they are
still required.
END OF SECTION
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SECTION 021020
SITE CLEARING AND STRIPPING
1. DESCRIPTION
This specification shall govern all work necessary for clearing, grubbing and stripping of
objectionable matter as required to complete the project, and shall include removing and disposing
of trees, stumps, brush, roots, vegetation, rubbish and other objectionable matter from the project
site for vegetation clearing for total station line of sight as shown on the contract documents.
2. CONSTRUCTION METHODS
The site shall be cleared of all trees, stumps, brush, roots, vegetation, rubbish and other
objectionable matter as indicated on the drawings and/or as directed by the Engineer or his
designated representative. Tree stumps and roots shall be grubbed to a minimum depth of 2 feet
below natural ground or 2 feet below base of subgrade, whichever is lower. Areas that underlie
compacted backfill shall be stripped of all vegetation, humus and other objectionable matter
encountered within the top six (6) inches of the soil. All material removed from the site under this
operation shall become the Contractor's responsibility. The material shall be disposed of either at a
disposal site indicated on the drawings or at a disposal site obtained by the Contractor.
021020
Page 1 of 1
Rev. 10-30-2014
35 13 53.01 INSTRUMENTATION
1.00!GENERAL
1.01!WORK INCLUDED
A.!Furnish labor, materials, equipment, and incidentals necessary to clean and perform lag
time testing on existing open-riser piezometers in accordance with these specifications and
at the locations shown on the Contract Documents , or as directed.
B.!Furnish labor, materials, equipment, and incidentals necessary to install, test, read,
maintain, and protect instrumentation in accordance with these specifications and to the
dimensions and details, and at the locations, shown on the Contract Documents, or as
directed. Instrumentation shall consist of vibrating wire piezometers, barometers,
tiltmeters, data loggers, extensometers, and a total station and their associated components
including sensors, cable leads, pull boxes, termination panels, and encasements, where
required.
A.!Install instruments and route all above-mentioned instrumentation leads in conduit, trough
in RCC, or concrete from the instrument location to pull-boxes and to termination panels.
B.!Provide barometric piezometers for the installation of one (1) in each termination panel.
C.!Furnish one portable, traversing inclinometer system with probe (Geokon Model No. GK-
604D or approved equal). The system shall include a sensor probe, a 100-foot calibrated cable
and reel, a pulley assembly with a cable hold, and a Field PC (Model FPC-3 or other approved
device) for data collection, a recharging unit, and a field-worthy carrying case.
C.!Furnish one Trimble Total Station S9 with mounting bracket, Settop M1, Octohub, Fiber to
Ethernet Converter, Power Supplies, UPS, cables and all other devices/equipment necessary
for the integration of the Total Station S9 into the plants existing SCADA system.
1.02!QUALITY ASSURANCE
A.!Installation and Testing Subcontractors:
1.!Instrumentation shall be installed by a Contractor or Subcontractor(s) with at least 5
years of experience in the installation of similar geotechnical instruments for similar
projects and similar subsurface conditions. All instrumentation shall be installed,
calibrated, and tested under the direct supervision of an instrumentation engineer,
geotechnical engineer, or qualified technician with a minimum of 5 years of installation
or related experience that is employed by the Contractor or Subcontractor.
2.!Documentation of both Contractor and subcontractor company and personnel
experience shall be provided to the Engineer for approval. If any subcontractor or their
personnel is not acceptable to the Engineer, provide subcontractor/personnel that is
acceptable to the Engineer.
B.!Record of Installation:
1.!The installation, calibration, and testing of each instrument shall be recorded on forms
that are supplied by the manufacturer or the Engineer. A digital copy shall be uploaded
to the project documentation manager portal, and the original of the completed forms
shall be maintained at the Project Site and available to the Engineer.
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Wesley Seale Dam Instrumentation Rehabilitation 20258A
2.!The location and elevation of all instrumentation and panels, and the alignment of all
cabling and leads, shall be surveyed using the project coordinate system and recorded
on the forms. Elevation data shall be reported to the nearest hundredth of a foot.
Contractor shall supply the Owner and Engineer with a point file of all location data with
all points clearly annotated. Existing instrumentation that remains unchanged need not
be surveyed but shall be visually checked against the drawings and reported as
unchanged. Deviations or more than one foot from the plan location or elevation shall
be measured relative to existing dam features or surveyed and reported.
C.!Maintenance and Protection:
1.!Contractor shall maintain and protect instrumentation, panels, piping, and cabling from
damage by construction activities throughout the Contract period.
2.!All instrumentation locations shall be clearly identified, and shall be indicated with high
visibility markings, flagging, barriers, etc. in active work zones and areas subjected to
construction traffic.
3.!When an instrument is damaged or destroyed, the Engineer shall be notified as soon as
possible and no later than the end of day the damage occurred. Engineer reserves the
right to stop work following the damage/destruction of an instrument..
4.!Any instruments that are damaged/destroyed shall be repaired or replaced within 2
weeks of the date damaged. In cases where the original instrument cannot be replaced,
the Engineer will propose an alternate instrument type and/or location that shall be
substituted for the damaged/destroyed instrument. In all cases, replacement
instruments shall be installed by the Contractor at no additional cost to the Owner. The
exception shall be instruments to remain that are found damaged before any work
begins. The Contractor shall be compensated by change order for replacements
authorized by the Owner.
D.!Inspection:
1.!Engineer or Owners representative shall be notified at least 2 weeks prior to the start of
Work on instrumentation installation, testing, and calibration/baseline data collection
events.
2.!Access to the installation locations shall be provided to the Engineer for observation of
instrument installation.
1.03!SUBMITTALS
A.!Submittals shall be in accordance with Article 24 of SECTION 00 72 00 GENERAL CONDITIONS
and shall include:
1.!Work Plan:
a.!Work Plan, at least 30 days before installation of instruments, with details of the
Contractors methods for instrumentation installation, calibration, development,
and testing, as appropriate for each instrument type. Any Contractor proposed
substitutes or alternatives in materials, construction details, or methods shall be
presented in the Work Plan for approval by the Engineer.
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Wesley Seale Dam Instrumentation Rehabilitation 20258A
2.!Product Data:
a.!Instrumentation manufacturers literature and product data sheets presenting
specifications, dimensions and installation and operating instructions for all
manufactured instruments.
b.!Instrumentation manufacturers certificates of calibration for all instrumentation
devices.
c.!Instrumentation manufacturers test procedures and test results for each type of
instrument.
d.!Data sheets for materials used in construction of instrumentation, including piping,
granular materials, conduit, grout, and bentonite.
3.!Record Data:
a.!Written documentation, at least 30 days before installation of instruments, of the
name and qualifications of the installation subcontractor and the supervising
engineers or technicians. The qualifications will include the experience of all major
subcontractors, resumes, and experience of installation personnel, and a list of the
equipment to be used.
b.!Instrumentation final installation records, using forms provided by the manufacturer
or Engineer.
c.!Survey point data for all instrumentation, cables, piping, panels, and related
components that are installed in locations substantially different than that of the
item being replaced.
d.!Baseline instrumentation readings, at the appropriate time after installation for
each instrument type. The raw data shall be accessible to the Engineer and Owner.
4.!Operations and Maintenance (O&M) Documents: Manufacturers O&M documentation
for each instrument installed shall be submitted for the Owners use after completion of
the Project.
5.!Shop Drawings:
a.!Instrumentation network layout and sequencing plan. Include all design data and
details for connections at data collection nodes, power supply, data transmission,
and communication with data management portal.
1.04!STANDARDS
A.!The applicable provisions of the following standards shall apply as if written here in its
entirety
1.!American Society for Testing and Materials (ASTM) Standards:
ASTM D 1785 Standard Specification for Polyvinyl Chloride (PVC) Plastic Pipe,
Schedules 40, 80, and 120
ASTM D 2564 Standard Specification for Solvent Cements for Poly(Vinyl
Chloride) (PVC) Plastic Piping Systems
2.!National Electrical Manufacturers Association (NEMA)
Instrumentation \[Dams\] 35 13 53.01 - 3
Wesley Seale Dam Instrumentation Rehabilitation 20258A
ICS6-93 Enclosures for Industrial Control and Systems
3.!Federal Specifications
L-P-387 Plastic Sheet, Laminated, Thermosetting (for Designation and
Plates)
W-F-408E Fittings for Conduit, Metal, Rigid, (Thick-wall Type)
4.!Underwriters Laboratories, Inc. (UL)
UL 6-93 Rigid Metal Conduit
UL 467-93 Grounding and Bonding Equipment
UL 514A-91 Metallic Outlet Boxes
UL 514B-89 Fittings for Conduit and Outlet Boxes
5.!Others
a.!Hvorslev, M. J. (1951), Time Lag and Soil Permeability in Ground-Water
Observations, Waterways Experiment Station Bulletin No. 36, Vicksburg, Mississippi,
50 pp.
b.!P.E. Mikkelsen and G.E. Green, Piezometers in Fully Grouted Boreholes, Symposium
on Field Measurements in Geomechanics, FMGM 2003, Oslo, Norway, September
2003.
1.05!DELIVERY AND STORAGE
Store all instruments and appurtenances in strict accordance with the manufacturer's
recommendations. After installation of each instrument, provide temporary protective covers or
enclosures as necessary to protect instrument and cables from damage until final routing and
termination at termination panel.
2.00!PRODUCTS
2.01!VIBRATING WIRE PIEZOMETER
A.!Typical Installation: Provide vibrating wire transducer piezometers as shown on the
Contract Documents. Devices shall be Geokon Model No. 4500S (350 kPa) and 4500ALV (70
kPa), or approved equals.
B.!Waterproof PVC jacket (Geokon Model No. 02-500PE1A-E or approved equal). The length of
the signal cable for each device shall provide six (6) feet of additional cable length at the
designated panel box. The Contractor shall not splice the signal cables.
C.!Signal Cable: The signal cable for each instrument shall be integral to the transducer device,
as recommended by the manufacturer for the instrument, and conform to the requirements
of Paragraph 2.09.
2.02!VIBRATING WIRE LAKE LEVEL GAUGE
A.!Typical Installation: Provide vibrating wire transducer for installation into wet well as shown
on the Contract Documents. Device shall be Geokon Model No. 4500S (350 kPa).
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Wesley Seale Dam Instrumentation Rehabilitation 20258A
B.!Waterproof PVC jacket (Geokon Model No. 02-500PE1A-E or approved equal). The length of
the signal cable for each device shall provide six (6) feet of additional cable length at the
designated panel box. The Contractor shall not splice the signal cables.
C.!Signal Cable: The signal cable for each instrument shall be integral to the transducer device,
as recommended by the manufacturer for the instrument, and conform to the requirements
of Paragraph 2.09.
2.03!TILTMETER
A.!Transducer: Provide and install vibrating wire tiltmeter transducers using Geokon
Model No. 6350 or approved equal, as shown on the Contract Documents.
B.!Signal Cable: The signal cable for each instrument shall be integral to the transducer device,
as recommended by the manufacturer for the instrument, and conform to the requirements
of Paragraph 2.09.
C.!Mounting Bracket: Provide Biaxial Mounting Bracket using Geokon Model No. 6350-2-1.
Mounting Bracket should include 3/8-inch Rawl drop-in anchor, 2--16 threaded rod,
two -16 nuts, two flat washers, and one lock washer.
D.!Protective Enclosure: Provide a protective enclosure (Geokon Model No. 6350-3-1), for the
biaxial vibrating wire tiltmeter, and hardware associated with mounting the enclosure.
E.!Damping Kit: Provide damping kits for each tiltmeter installation (Geokon Model No. 6350-4
or approved equal). Damping kits shall be provided frequently enough to last the duration
F.!Provide 3/8-inch Rawl setting tool (Geokon Model No. TLS-209) and drop-in setting tool
(Geokon Model No. TLS-208). Drop-in and setting tools shall become the property of the
Owner upon completion of the Project.
G.!The tiltmeter devices, cabling, and all ancillary equipment and supplies shall be by the same
manufacturer.
2.04!EXTENSOMETER
A.!Transducer: Provide and install vibrating wire extensometer transducers using Geokon
Model No. 4450-1-50MM or approved equal, as shown on the Contract Documents, and
include the required hardware for attaching the sensor to the extensometer rod and body.
B.!Signal Cable: The signal cable for each instrument shall be integral to the transducer device,
as recommended by the manufacturer for the instrument, and at least 6 feet long.
C.!Depth Micrometer: Provide one depth micrometer for mechanical readouts with a
minimum range of two inches and extensions of various lengths totaling at least one foot.
D.!The extensometer devices, cabling, and all ancillary equipment and supplies shall be by the
same manufacturer.
2.05!BAROMETER
A.!Provide quantity of vibrating wire barometers as shown on the Contract Documents. The VW
barometer shall be Geokon model 4580-1 or an approved equivalent.
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B.!Cable: The signal cables shall have a PVC jacket (Geokon Model No. 02-250V6-E or approved
equal). The length of the signal cable for each device shall provide sufficient slack in the
cable during installation and provide three (3) feet of additional cable length at the
designated panel box. The Contractor shall not splice the signal cables.
2.06!OPEN RISER PIEZOMETER DATA LOGGERS
A.!Provide and install quantity of self-contained water level data loggers as shown on the
Contract Documents. The data loggers shall be In-Situ Rugged TROLL 100 or approved equal.
B.!Suspension Wire or Cable: For each data logger, provide a stainless steel (SAE 304)
suspension wire or cable, coated or uncoated, with a minimum break strength of 200 lbs.
Clips for the cable shall also be 300 series stainless steel.
C.!Data Collection: Provide a USB Docking Station compatible with the data logger for the
download of data.
software for downloading by the Engineer and Owner. At project completion, transfer an
active license for the software, if applicable, and any hardware key(s). All licensing that is
transferred shall be active for a minimum of 12 months after project completion.
2.07!INCLINOMETER (PORTABLE TRAVERSING)
A.!Digital Inclinometer System with Probe:
1.!Provide one portable, traversing inclinometer system with probe (Geokon GK-604D or
approved equal). The system shall include a sensor probe, the calibrated 100-foot-long
cable and reel, a pulley assembly with a cable hold, a Field PC (Model FPC-3 or other
approved device) for data collection, a recharging unit, and a field-worthy carrying case.
2.!The cable shall be a minimum of 100 feet long, marked in English units, mounted on a
portable reel, and have a sensor connector at one end and a weatherproof indicator
connector at the other end.
B.!
downloading by the Engineer and Owner. At project completion, transfer an active license
for the software, if applicable, and any hardware key(s). All licensing that is transferred shall
be active for a minimum of 12 months after project completion.
C.!The inclinometer probe, casing, data logger, and all related equipment shall be as provided
by the inclinometer probe manufacturer.
2.08!PORTABLE DATA COLLECTION EQUIPMENT
A.!Portable VW Data Recorder: Furnish one (1) portable data recorder for reading the vibrating
wire piezometers and extensometers. The data recorder shall be Geokon Model GK-404 or
approved equal. The readout shall become the property of the Owner upon inspection and
acceptance by the Owner. The readout shall be supplied no later than 2 weeks prior to the
installation of the first electronic instrument.
B.!All equipment, devices, and related items listed in this section shall become property of the
Owner upon closeout inspection and acceptance of the Engineer.
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Wesley Seale Dam Instrumentation Rehabilitation 20258A
2.09!SIGNAL CABLES
A.!Lead cables shall be permanently attached to the instrument sensor element at the factory
with a water-tight connection and shall be supplied in the full length required. The signal
cables shall be waterproof and have a PVC jacket and shall be as recommended for each
type of instrument device.
B.!The length of the signal cable for each device shall provide sufficient slack in the cable
during installation, and to provide 5 feet of additional cable length at the designated panel
box or termination.
C.!Splicing of signal cables is not permitted unless required by the Contract Documents or
approved by the Engineer.
2.10!DATA LOGGERS AND EXPANSION MODULES
A.!The data loggers shall be DataTaker Geologger model DT85G Series 4 micro-processor based
data loggers with model CEM20 channel expansion modules (Computer Aided Solutions,
Chesterland, OH Tel: +1 800 9 LOGGER). No substitutions will be accepted. Data loggers and
expansion modules are to be provided based on the Contract Drawings. The data loggers
and expansion modules shall meet the following requirements:
Power Supply: 12 - 24 VDC
Power Use: Less than 0.5 mA at 24 VDC
Backup Battery: Internal 4 Amp-Hour lead cell battery
Operating Range: -45 to 70° C
Analog Inputs: 16 differential vibrating wire inputs
including thermistors
Expansion modules: Support up to at least 3 CEM20 modules
Input Resolution: 18 bits plus sign
Sampling Rate: 25 samples per second
Vibrating Wire: 0.5 to 5 KHz excitation range
Display: LCD display, 2 line x 16 character
Keypad: Keypad for display selection, scrolling, and
backlight.
Communications: Ethernet, USB, RS232 Serial
Timer: Real time clock with +/- 4 min/yr. accuracy
and at least 1 second resolution for time
stamping and alarm timing.
USB Storage: USB Storage for USB 2.0 Flash Drives.
Provide 1 USB 2.0 Flash Drive for each
DT85G
Sensor Compatibility: Factory tested by Geokon, Inc., Lebanon,
NH for compatibility with Geokon model
vibrating wire instruments listed in this
specification.
Instrumentation \[Dams\] 35 13 53.01 - 7
Wesley Seale Dam Instrumentation Rehabilitation 20258A
2.11!POWER SUPPLY SYSTEM
A.!Power Supply: The power supply shall be provided and installed as indicated on the Contract
Drawings. The power supply shall be 24VDC supply, industrial rated, DIN mount, and sized to
supply 200% of the required power of all connected devices. The power supply shall meet
the following requirements based on Phoenix Part# 2904600:
Input Voltage: 100VAC-240VAC
Input Protection: Surge protection - Varistor, gas-filled surge
arrester
Output Voltage: 24VDC
Adjustable Output Range: 24VDC 29.5VDC
Output Current: 5A
Output Power: 120W
Operating Temperature Range: -25 °C - 70 °C
Storage Temperature Range: -40 °C - 85 °C
IP Rating: IP20
Mounting: DIN Rail Mount
B.!UPS High Temperature
1.!UPS shall be high temperature rated with batteries provided to supply 5 hours of
continuous connectivity to the network.
2.!UPS Batteries shall be DIN rail mounted if option is available. Add mounting kit as
necessary. Phoenix batteries use Part# 2866857 (QUINT ADAPTER4 Mounting Adapter)
for DIN rail mounting if compatible.
3.!UPS shall meet the following requirements. Items specified below or approved equals
are acceptable.
Brand: Phoenix
P/N: 2320270
Input Voltage: 120VAC
Battery Charging Voltage: 24VDC
Operating Temperature Range: -25 °C - 70 °C
Storage Temperature Range: -40 °C - 85 °C
Output Voltage: 120VAC
Output Current: 5.2A @ 40°C
Output Current: 4.3A @ 50°C
Output Power: 500VA
IP Rating: IP20
Terminal Connection: Screw Terminals
Instrumentation \[Dams\] 35 13 53.01 - 8
Wesley Seale Dam Instrumentation Rehabilitation 20258A
4.!UPS batteries shall meet the following requirements.
UPS Battery: High Temperature
Battery Type: Li-Ion
Battery P/N: 1396415
Battery Input Voltage: 24VDC
Battery Power: 128WH
Battery Operating Temperature (Charge): -10 °C - 60 °C
Battery Operating Temperature (Discharge): -20 °C - 60 °C
Battery IP Rating: IP20
Mounting: DIN (add attachment)
2.12!ENCLOSURES/PANELS
A.!Instrument Termination Enclosure/Panel
1.!Existing enclosures shall not be removed.
2.!Back panel is to be removed and refurbished with new equipment as specified on the
plans and the specifications. Refurbished back panel with new equipment shall be
furnished, installed, and wired unless otherwise specified.
3.!Furnish the instrumentation panel as indicated on the drawings.
4.!Cabinets shall contain backplane mounted instruments and equipment as indicated on
the drawings. Instruments and equipment which are not indicated to be mounted on
the front door by the plans shall be mounted on the backplane of the panel. All holes in
enclosures for mounting of instruments shall be punched or drilled.
5.!Panel wiring shall be as follows:
a.!Single conductor wire shall be stranded, tinned wire with MTW insulation sized as
indicated on the drawings, manufactured by American Insulated Wire or approved
equal. Color coding shall be provided as indicated on the drawings. Each conductor
shall be assigned its own number as indicated on the drawings and no number used
more than once.
b.!The number of each wire shall be placed at both ends of the wire next to its end.
Heat shrink printed labels are to be used for all wire tagging.
c.!The wire numbers, as actually installed, shall match the numbers on the shop
drawings, O&M manuals and wiring diagrams for the panel.
d.!Wiring shall be run enclosed in plastic wireway wherever possible and as indicated
on the drawings. Wireways shall be installed where indicated on the drawings and
as required to enclose panel wiring. Where the use of plastic wireway is not
practical, conductors shall be bundled and run open. Conductors run open shall be
bundled and bound at regular intervals not to exceed 6" with nylon ties, or
approved equal. Wires within a bundle are to be run parallel to one another and
not twisted. Bundles shall have a uniform appearance, circular cross section, and
shall be securely fastened to the panel framework. Conductors carrying different
voltages classes shall be run in separate wireways. Wiring carrying voltages that
originate at different source shall not run in the same wireway.
Instrumentation \[Dams\] 35 13 53.01 - 9
Wesley Seale Dam Instrumentation Rehabilitation 20258A
e.!Terminal strips shall be installed for wire terminations and shall be ABB
,Weidmuller, Entrelec or Phoenix Contact double level or single level terminal blocks
as indicated on the drawings. All terminal blocks shall be labeled using the
manufacturers standard plastic machine-printed snap-in labels designed to fit the
terminal block. Printed labels shall denote terminal strip numbers and shall match
numbers shown on shop drawings, O&M manuals and wiring diagrams. Hand
written labels will not be accepted.
f.!Surge suppression terminal blocks shall be installed as indicated on the drawings for
all field instrument signal wires. Surge suppression terminal blocks shall be
provided as indicated below. Surge Suppression Terminal Blocks shall be DIN rail
mountable and shall meet the following requirements:
Tvshf!Ufsnjobm!)Epvcmf!Xjsf!xjui!Hspvoe*!
Csboe Xfjenvmmfs
Q0O 2175651111
Npefm WTTD7!NPW!35WBD0ED
Wpmubhf 35WED
Nby!Joqvu!Wpmubhf 53WED
Sbufe!Dvssfou 23B
Qspufdujpo!Nfuipe NPW
Pqfsbujoh!Ufnqfsbuvsf .51±D!!81±D
JQ!Sbujoh!
JQ31!xjui!buubdife!foe!dpwfs!
)q0o;!2174221111*!
6.!Only one conductor shall be terminated under a terminal screw. Where multi-
terminations are required, group terminals and bridge with terminal
insulated jumpers. Wire jumpers for terminal block groups are not acceptable.
7.!Each device requiring power shall be wired so that when wires are removed from any
one device, power will not be disrupted to any other device.
8.!The case of each device shall be grounded by a third wire connected to the service
ground bus terminal strip as indicated on the drawings.
9.!A print pocket shall be provided in the panel and shall contain an 11" x 17" control
schematic and an 11" x 17" wiring diagram or diagrams. The wiring diagram shall
contain all wire numbers, device names and terminal numbers. Drawings shall be
laminated in clear plastic for preservation of the drawings. Existing enclosure may
contain the print pocket which can be re-used if it is the proper size.
B.!Incoming Power Circuit Breakers
1.!Provide a specification grade single pole circuit breaker, Siemens 5YS-series or approved
equal, for incoming and panel 120VAC power inside the instrument/control panel.
Circuit breaker ratings shall be adequate to power all instrument panel loads but shall
not be greater than 10 amps.
Instrumentation \[Dams\] 35 13 53.01 - 10
Wesley Seale Dam Instrumentation Rehabilitation 20258A
2.!Circuit Breakers shall meet the following requirements with brand and part number as
indicated or approved equal.
Brand: Siemens
P/N: 5SY4110-7 (10 Amp), 5SY4118-7 (15
Amp), 5SY4103-7 (3 Amp)
Pole: Single
Voltage Input: 120/230/277/400 VAC
5SY4110-7 Breaker Current Limit: 10A
5SY4118-7 Breaker Current Limit: 15A
15A5SY4103-7 Breaker Current Limit: 3A
IP Rating: IP20, with connected conductors
Operating Temperature: -40°C 70°C
C.!Incoming Power Surge Protectors
1.!Provide a specification grade in-line surge protector for incoming 120VAC service power
as indicated on the plans.
2.!Surge protectors shall meet the following requirements with brand and part number as
indicated or approved equal.
Brand: Phoenix
Model #: PLT-SEC-T3-120-FM-UT
P/N: 2907918
Voltage Input: 120VAC
Rated Current: 26A
IP Rating: IP20
Mounting Type: DIN Rail
Operating Temperature: -40°C 80°C
D.!INCOMING POWER 120VAC SERVICE DUPLEX OUTLET
1.!Provide a specification grade din rail mount 120VAC duplex service outlet as indicated
on the plans.
2.!Service outlet shall meet the following requirements with brand and part number as
indicated or approved equal.
Brand: Phoenix
Model #: EM-DUO 120/15 - Socket
P/N: 5600461
Voltage Input: 120VAC
Rated Current: 15A
IP Rating: IP20
Mounting Type: DIN Rail
Operating Temperature: -40°C 60°C
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Wesley Seale Dam Instrumentation Rehabilitation 20258A
2.13!FIBER OPTIC AND NETWORK INTERFACES
A.!FIBER OPTIC PATCH PANEL DEVICES
1.!Fiber optic cable shall be installed by the fiber optic cable contractor to each panel
video/network panel as indicated on the contract documents. The fiber optic cable shall
have 12 fiber strands of single mode and 12 fiber strands of multimode for the both
DAM portion of the project and the Total Station portion of the project. All fiber optic
cable shall be Cornings (Model No: M/S-OP-12/12-LTA-L-BK-SIC-5-) or equivalent
approved by the Owner. All fiber optic strands shall be terminated by the contractor.
Each instrumentation panel will require a patch cable to be connected between the
owner supplied patch panel and the instrumentation panel as indicated on the contract
documents.
2.!Provide a fiber optic patch cable between the termination panel and the owner supplied
video/network interface panel. The fiber type shall be multimode for this portion of the
project. Determine the multimode type required to match the owner hardware.
B.!
1.!Fiber Optic Patch Panel provided and by owner
C.!FIBER OPTIC SWITCH/HUB
1.!Network interface device shall be Moxa (sole-source) (p/n: EDS-208A-S-SC). No
substitutions allowed. Connect one of the fiber optic SC pairs to the fiber optic patch
panel multimode LC connections.
Instrumentation \[Dams\] 35 13 53.01 - 12
Wesley Seale Dam Instrumentation Rehabilitation 20258A
2.!Fiber Optic Switch/Hub shall meet the following requirements.
Brand: MOXA
P/N: EDS-208A-MM-SC-T
Input Voltage: 12/24/48VDC
Input Current: 0.15A @24VDC
Operating Voltage: 9.6 to 60VDC
Operating Temperature: -40°C 75°C
IP Rating: IP30
Ethernet RJ45 Ports: 6
Multi-Mode SC Fiber Connections: 2 (pairs)
2.14!PULL AND JUNCTION BOXES
A.!Provide pull and junction boxes in accordance with Division 26, ELECTRICAL and the
drawings.
2.15!SUPPORTING DEVICES
A.!Provide conduit and electrical system supporting devices in accordance with Division 26,
ELECTRICAL.
2.16!NEOPRENE SEALS
A.!The seals for protective covers and enclosures shall be synthetic rubber compound, the
rubber constituent of which shall be one hundred percent (100%) virgin neoprene stock.
Physical properties shall meet the following requirements:
1.!Original Properties
Hardness: 65-75 ASTM D676
Tensile Strength (min): 2,500 ASTM D412
Elongation at Break (min): 300% ASTM D412
2.!Physical Properties after Accelerated Test (70 Hrs. @ 212° F ASTM D575)
Hardness-Points Change: 0-15 ASTM D676
Tensile Strength % Change: +/-15 ASTM D412
Elongation at Break % Change: +/- 40 ASTM D412
Ozone: 1PPM in Air by Volume
20% Strain @ 100deg.F: No Cracks ASTM D1149
Compression Set: 25% (max.) ASTM D395
Low Temperature Stiffness:
: 10,000 (max.) ASTM D7978
Tear Test: 225 lbs. per linear inch (min.)
2.17!ROBOTIC TOTAL STATION
A.!Provide and install a high-level robotic total station. The total station shall be a Trimble S9
HP Robotic with DR High Precision, LongRange FineLock, and The
Instrumentation \[Dams\] 35 13 53.01 - 13
Wesley Seale Dam Instrumentation Rehabilitation 20258A
instrument shall be installed
the Contract Documents.
B.!Manufacturer: Trimble, Item No: S9024201
C.!Mounting: Monitoring Prism - Mounting Assembly 40mm offset. Item No: 58008042.
D.!Mounting Adapter: Pillar plate, pole and wall console. Item No: 5142110-MON.
E.!Fiber Optic Cable: All new fiber optic cables shall be Cornings (Model No: M/S-OP-12/12-
LTA-L-BK-SIC-5-) or equivalent approved by the Owner.
F.!Fiber patch panel
1.!Provide compact fiber patch panel which consists of:
a.!Compact wall-mount connector housing, two panel minimum, ST compatible
connectors, compatible with fiber optic cabling being utilized.
b.!Manufactured by Corning, Panduit, Tripp Lite or Engineer approved equal.
c.!Provide patch cabling between patch panel and ethernet to fiber converters and
other devices as necessary shown in the drawings.
2.!Fiber patch panel must be mounted to the backplane of enclosures.
G.!Software License: Perpetual T4D FIELD with T4D Control Server and MS SQL Server.
1.!Contractor required to hire Trimble Representative to assist the City SCADA personnel
with integration of Trimble Total Station S9 into existing SCADA system.
a.!Provide and assist City SCADA personnel with integration of T4D Field server into
existing SCADA system.
2.18!M1 SETTOP
A.!Provide M1 Settop Monitoring Device. Part No. 110471-61.
B.!Cables: Manufactured cables to connect to Octohub v2 communications hub.
C.!Mounting: Provide manufacturer recommended mounting brackets and hardware.
2.19!OCTOHUB V2 COMMUNICATIONS HUB
A.!Provide Octohub v2. Part No. 110471-41
B.!Power Supply: AC Power Supply 11.1V Charger for Settop Battery. Part No. 310644-MON.
C.!UPS: Settop Battery II-MON, 11.1V UPS Battery.
D.!Cables:
1.!Power Cable + Thermometer, Part No. 110471-61 and other manufacturer
recommended/provided cables.
2.!Settop M1 to Trimble S Cable, Part No. 110471-60
E.!Media Converter: Fiber to Ethernet converter. Part No. 310512-10-MON
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Wesley Seale Dam Instrumentation Rehabilitation 20258A
2.20!MISCELLANEOUS PRODUCTS
A.!All the equipment, devices and related items listed in this section for the maintenance,
operation, or collection of data of the instruments shall be maintained throughout
construction and become the property of the Owner upon project closeout.
B.!The instrument devices, cabling, data collection devices, and all ancillary equipment and
supplies shall be by the same manufacturer.
2.21!MATERIALS
A.!All equipment and tools necessary to accomplish the piezometer cleaning and lag time
testing shall be provided by the Contractor.
1.!Prior to commencing work, all equipment, including tools and measurement devices
used at or in the piezometers must be cleaned and disinfected with a chlorine solution.
This includes all pumps, piping and valves. The disinfectant solution shall not be less
than 100 ppm, which is equivalent to 1 pound of chlorine to 1,200 gallons of potable
water. All equipment that will enter the piezometers or touch the water to be placed in
the piezometers, including the sensors and lead cables, shall also be cleaned and
disinfected before use in each piezometer.
2.!Fiberglass Tape with Sounding Rod: A graduated fiberglass tape, with a rod weight one-
half inch in diameter by at least 20 inches long, shall be used for sounding the
piezometer depth before and after cleaning. The tape weight and its connection to the
tape should be of a shape and attached in a manner that prevents it from getting
wedged, caught, or falling off in the piezometer riser or screen.
3.!Water Level Indicator: A water level indicator shall be used for reading open riser
piezometers in 0.01-foot increments. Water level sensor shall be less than one-half-inch
in diameter and long enough to reach the bottom of the deepest piezometer.
4.!PEX Pipe: One-half-inch I.D. PEX pipe shall be used for flushing, with air or water, the
open-riser (manually-read) piezometers. The pipe shall be long enough to advance to
the bottom of the deepest piezometer. The PEX pipe shall include fittings to adapt to a
water pump and air compressor.
5.!Water Pumps: The water pump for flushing and jetting piezometers shall be a
centrifugal pump driven by an electrical motor of at least three-quarter horsepower or
an internal-combustion engine of at least two horsepower, fitted with valves to control
the flow of water to the jetting tube or returning to the reservoir. The water pump for
pump testing and cleaning the relief wells shall be portable and capable of delivering a
flow of at least 30 GPM under a suction lift of 25 feet. It shall be equipped with a suction
hose of at least 2-inch I.D. long enough to reach the bottom of each well with additional
length to reach the pump at an appropriate operating location.
6.!Air Compressor: A portable air compressor for flushing piezometers or air-lifting relief
wells shall be driven by an internal-combustion engine and shall be capable of delivering
at least 15 CFM at 90 psi.
2.22!CHEMICALS
A.!Only potable water shall be used for piezometer, drain, and relief well flushing and testing.
Instrumentation \[Dams\] 35 13 53.01 - 15
Wesley Seale Dam Instrumentation Rehabilitation 20258A
3.00!EXECUTION
3.01!GENERAL
A.!Install instruments and route all instrumentation data cables as shown on the Drawings.
Remove the existing cables from each conduit before pulling the new cables. One existing
cable may be used to pull the new cables or a pulling strap into place. Perform testing and
verify the function of instrumentation using readout unit recommended by the instrument
manufacturer.
B.!Provide instrumentation termination panels, datalogging hardware and software, power line
protector, panel grounding, and lightning protection. Route and terminate leads for
piezometers, extensometers, tiltmeters, and barometer to instrumentation panels and
fasten to the proper terminals. Provide permanent identification of the instrument number
on the cable and on the panel at each terminal.
C.!SCADA instrumentation integration to be supplied by
Water Department SCADA personnel.
D.!Record the installation of the instrumentation as specified herein and provide completed
installation forms from manufacturer.
E.!Read the depth from the top of the riser to the water surface in each piezometer before
beginning cleaning and testing. Sound the open-riser piezometers with the rod weight and
calibrated fiberglass tape lowering the weight slowly as the recorded depth is approached to
detect the top of any sediment. Jig the weight up and down to penetrate the sediment and
tap the solid bottom of the piezometer if possible. Record the depth to sediment and the
bottom depth or depth to refusal.
F.!Perform lag time testing before and after piezometer cleaning. Perform lag-time testing by
pouring in enough potable water to raise the water surface between 10 and 15 feet, if
sufficient space is available. Begin reading the depth to water surface with the water level
instrument as quickly as possible and record the time of the initial reading. Read again
approximately 30 seconds, 1, 2, 4, 8, 15, and 30 minutes after the initial reading. Record the
time of each reading. If the water level has recovered more than 70% of the initial change,
reading may cease. If not, continue reading hourly until 70% recovery has occurred or until
the end of the workday, whichever is less. If recovery at the end of the workday is less than
70%, take a final reading the following morning. Record all data on the forms provided by
the Engineer and calculate the Standard Time Lag.
G.!For piezometers where the water level is less than 3 feet below the top of the riser, lower
the water level by displacing water with a rod or other approved means, then run a rising-
head lag test using a procedure similar to that used for falling-head tests.
H.!Clean the existing open-riser (manually-read and remotely-read) piezometers, as indicated
on the Contract Documents, by flushing with potable water. If the Standard Time Lag is
more than 30 minutes, jet the full length of the screen with a PEX tube plugged at the end
th
and with eight 1/16-inch diameter holes drilled in the side of the bottom 6 inches. Jet for
15 minutes and repeat the lag test.
I.!Perform baseline readings of all instruments within 7 calendar days after installation or at
the specified schedule. Read instruments and process and report requested data through
construction completion.
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J.!Provide orientation and training to the Owner for operation, monitoring, and maintenance
of all instruments and total station prior to the completion of construction.
3.02!VIBRATING WIRE PIEZOMETER TRANSDUCER REPLACEMENT
A.!Prior to removing the existing transducer, mark existing signal cable where it exits from the
top of the riser. Pull vibrating wire transducer from the pipe and measure the distance from
the mark to the bottom of the transducer to the nearest 0.1 feet. Record the measurement
for use in the installation of the replacement transducer.
B.!Replace vibrating wire piezometer transducers at the locations indicated in the Contract
Drawings. Transducer depth should be the same as the depth of the existing removed
transducer. Final depths shall be as required by the Engineer. In cases where these
conflicts. Prior to installation, record a zero reading in air at the Site. Upon completion of
the piezometer installation, an initial reading shall be made with the readout box. The
procedure for taking the zero and initial reading shall be in strict accordance with the
C.!Saturate transducer device with clean potable water; verify operation, zero reading and
filter tip of the transducer shall be removed under water to ensure air is not trapped in the
housing or near the sensor. The filter tip should be submerged underwater for at least 15
minutes or until the filter stone is saturated. The tip should be placed back on the
instrument underwater, and the transducer should remain in water until ready to be
lowered into the designated position.
D.!Lower the transducer into the riser pipe to the required depth. Measure the locations of
transducers from the top of the pipe within 0.1 feet and record the locations. Secure the
cables through the sealed tee at the top of the riser to place the transducers at the required
depth.
E.!Baseline Reading: Prior to installation, verify calibration or recalibrate the instrument.
Upon completion of the instrumentation installation, an initial reading shall be collected
with the portable readout box. The procedure for taking the calibration and initial reading
shall be in accordance with the manufacturers recommendations. Data shall be collected
daily for 1 week or until the readings reach a steady-state condition.
3.03!EXTENSOMETER INSTALLATION
A.!BASELINE READING
1.!Upon completion of the extensometer installation, an initial reading shall be made with
a dial micrometer and readout box. The procedure for taking the initial reading shall be
in strict accordance with the manufacturer's recommendations.
3.04!TILTMETER INSTALLATION
A.!General: Each tiltmeter shall be installed in a biaxial mounting bracket in strict accordance
perpendicular and parallel to the dam baseline as indicated on the Drawings. Each tiltmeter
shall be installed in a protective enclosure as shown on the Drawings.
Instrumentation \[Dams\] 35 13 53.01 - 17
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B.!Baseline Reading: Prior to installation, verify calibration or recalibrate the instrument.
Upon completion of the instrumentation installation, an initial reading shall be collected
with the readout box. The procedure for taking the calibration and initial reading shall be in
3.05!BAROMETER INSTALLATION
A.!General: The piezometer shall be installed within a plastic cage or upon a plastic shelf
attached to the backplane of the instrumentation panel. The piezometer shall be secured to
the cage or shelf to prevent accidental falls. Install barometer in each termination panel.
B.!Baseline Reading: Prior to installation, verify calibration or recalibrate the instrument.
Upon completion of the instrumentation installation, an initial reading shall be collected
with the readout box. The procedure for taking the calibration and initial reading shall be in
accordance with the manufacturers recommendations.
3.06!WATER LEVEL GAUGE
A.!GENERAL
1.!The piezometer is to be installed directly into the wet well as shown on the drawings.
neoprene bushing as shown in the drawings.
B.!BASELINE READING
1.!Prior to installation, record a zero reading at the site. Upon completion of the
piezometer installation, an initial reading shall be made with the readout box. The
procedure for taking the zero and initial reading shall be in strict accordance with the
manufacturer's recommendations.
3.07!DATA CABLING INSTALLATION
A.!Install cables in strict accordance with the manufacturer's requirements. Provide radii in
cable bends that conform to the manufacturer's recommendations and that do not kink or
chafe the cable. Under no circumstance shall the extensometer or piezometer cables be
spliced at any location from the internal factory connection within the instrument to the
final termination at the termination panel.
B.!Remove all existing cables to be replaced, except one, from conduit runs before installing
new cables.
instructions or published accepted industry standards. Test all conductors in each cable for
continuity after installation and replace any damaged cables without cost to the Owner.
3.08!FIBER OPTIC CABLE AND PATCH PANEL INSTALLATION
A.!Install patch panel, fiber terminations and other fiber devices in strict accordance with the
manufacturer's recommendations and that do not kink, damage the fibers or chafe the
cable. Fiber optic cable shall be installed by the fiber optic cable contractor to each panel as
indicated on the plans. The fiber optic cable shall have 12 pairs of single mode and 12 pairs
of multimode fibers. All new fiber optic cables shall be Cornings (Model No: M/S-OP-12/12-
LTA-L-BK-SIC-5-) or equivalent approved by the owner. All connections will be LC-type.
Instrumentation \[Dams\] 35 13 53.01 - 18
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B.! Fiber optic pairs shall be terminated by the contractor in the network/video interface panel
adjacent to the instrumentation panels. There will be a total of six (6) fiber optic cable runs
as follows:
(1)!Outlet Tower Electrical Control Room to Termination Panel 1.
(2)!Outlet Tower Electrical Control Room to Termination Panel 2.
(3)!Outlet Tower Electrical Control Room to Termination Panel 3.
(4)!Outlet Tower Electrical Control Room to Termination Panel 4.
(5)!Outlet Tower Electrical Control Room to Dam Operations Center.
(6)!Dam Operations Center (i.e. Control Room) to Total Station.
C.!The Owner has an existing fiber interface panel located in the Outlet Control Room. Fiber
cable run to each termination panel will first be connected to the video panel boxes
adjacent to the termination panels. Owner has one (1) existing video panel box adjacent to
the Termination Panel 1. The existing video panel bos shall be utilized. The contractor shall
install three (3) new video panel boxes adjacent to Termination Panels 2, 3, and 4.
Modifications to existing rails will be required at the three (3) video box locations (one for
each new video panel box adjacent to Termination Panels 2, 3, 4). Installing video panels
inside the video boxes and connecting video cameras will be the Owner's responsibility.
D.!In each video panel box, provide 40 feet of extra cable loop for use in video camera
installation in the future (by Owner).
E.!CONDUIT INSTALLATION
Install conduit and appurtenances in accordance with Division 26, ELECTRICAL.
F.!IDENTIFICATION
Identify each cable using instrument designations shown on the plans. Label instrumentation
cables within pull boxes, conduit vaults, and
oriented, heat stamped, black on white heat shrink tube markers, Dymo, Brady or approved
equal. All boxes and covers shall be labeled with a mechanically stamped 1" x 3" stainless steel
tag.
3.09!TERMINATION PANEL
A.!GENERAL
1.!Install the instrumentation panel in strict accordance with the manufacturers
recommendations and in accordance with Division 26 ELECTRICAL.
B.!COORDINATION
1.!Install the instrumentation panel at the location as shown on the plans and as
appropriate to accommodate existing conduits and other installed features.
C.!GROUNDING
1.!Ground controllers, communication devices, and electronic components as indicated on
the drawings. Ground panel enclosure backplane and enclosures to an earth ground
using no. 6 copper conductors. Ground sensor drain wire shields at instrumentation
Instrumentation \[Dams\] 35 13 53.01 - 19
Wesley Seale Dam Instrumentation Rehabilitation 20258A
panel end only on the ground connection of the surge terminal blocks. Provide other
grounding connections and ground lugs as indicated on the drawings. Contractor shall
be responsible for correcting all associated ground loop problems. Provide a new
ground rod at the terminal panel location as indicated on the drawings.
D.!FIBER OPTIC PATCH CABLE INSTALLATION
1.!Install patch cable between the network/video interface panel and the adjacent
instrumentation panel as indicated on the plans. Connections to the patch panel
supplied by the owner shall be LC connections and the instrumentation panel shall be SC
connections. The patch cable shall be routed between the network/video interface
panel and the adjacent instrumentation panel through conduit as indicated on the
multimode corresponding to the owner supplied fiber connection in the network/video
interface panel.
3.10!POWER SUPPLY
A.!GENERAL
1.!Install UPS, Battery and power supplies to the termination panel as indicated on the
drawings. All equipment shall be grounded as shown on the drawings. The incoming
ground shall be used for all equipment grounds. Earth grounds are not to be connected
to any of the electronic equipment unless otherwise indicated on the drawings.
3.11!FIELD QUALITY ASSURANCE
A.!Installation Subcontractor:
All instrumentation to be installed shall be installed by Contractor or Subcontractor with at
Documentation of this experience will be provided to the Resident Project Representative.
If the Subcontractor is not acceptable to the Engineer, provide a subcontractor acceptable
to the
B.!Recording Installation:
The installation and testing of each instrument shall be recorded on forms to be supplied by
the Manufacturer. The exact location and elevation of all instrumentation, including leads
and conduits, shall be surveyed and recorded on the forms. The original copy of the
completed forms shall be provided to the Engineer.
C.!Maintenance and Protection:
Maintain and protect instrumentation from damage by construction activities throughout
the Contract period. Any instruments that are damaged or destroyed shall be repaired or
replaced, to the satisfaction of the Owner and Engineer, at no additional cost to the Owner.
Begin reading the instruments as soon as they are installed at the frequencies specified.
D.!Inspection:
The Engineer and Resident Project Representative shall be notified at least 2 weeks prior to
beginning work on instrumentation installation, testing, and recording.
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3.12!FIELD QUALITY CONTROL
A.!General:
1.!Perform field verification and calibration of each transducer (for all instrument types)
and record as part of the record of installation required in Part 3.00 - Execution.
2.!Contractor shall test the continuity of each instrument cable prior to installation, upon
routing each cable through conduits and upon termination of each cable within the
instrumentation panels.
3.!Test the operation of the instrumentation/data logger panel upon installation, according
to the manufacturers recommendations. Test each individual component, wiring
circuit, control circuit, and overall panel operation. Test the installation of the battery
for power supply at each datalogger. A system test shall be performed by the
Contractor and witnessed by the Owner or Engineer to verify the functionality,
performance, and stability of the hardware and software.
4.!Perform testing and check-out of piezometers, extensometers, tiltmeters, lake level
sensor, and barometer at various points along cable alignment and at
instrumentation/datalogger panel. Datalogger programming and testing to be supplied
by .
5.!Contractor shall prepare and submit test procedures to the Owner for approval. The
test procedure shall define in detail the step-by-step operations for the test. These tests
shall cover the full system of hardware and be conducted for a minimum of 4
consecutive hours. Certified Test Reports shall be provided to the Owner.
6.!Testing procedures shall be submitted to the Owner at least 2 weeks prior to the time
they are scheduled to occur. Contractor shall inform the Owner at least 5 days prior to
the testing so that the Owner may schedule representatives to witness the tests.
7.!Test continuity of each instrument cable upon installation, upon routing each cable
through conduits, upon installation of grout over troughs, upon encasement in concrete,
and upon termination of each cable at the instrumentation panels.
8.!Test the operation of the instrumentation/data logger panel upon installation of power
recommendations. Test each individual component, wiring circuit, control circuit, and
overall panel operation.
9.!Test the installation of the power supply and UPS for proper voltages with 120VAC
supply connected and disconnected. Verify that UPS supplies at least 2 hours of battery
backup to all components.
10.!Test network connectivity including fiber and copper links. Verify connectivity from the
operations center to each datalogger using command prompt pings and browser to the
internal datalogger web interface. Test all fiber terminations including all the spare
connections.
11.!A formal system test shall be performed by the Contractor and witnessed by the Owner
or Resident Project Representative. The purpose of the test shall be to verify the
functionality, performance, and stability of the hardware and software.
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12.!The Contractor shall prepare and submit test procedures to the Owner for approval. The
test procedure shall define in detail the step-by-step operations for the test. These tests
shall cover the full system of hardware and shall be conducted for a minimum of 4
consecutive hours. Certified test reports shall be provided to the Owner.
13.!These testing procedures shall be submitted to the Owner at least two weeks prior to
the time they are scheduled to be conducted. The Contractor shall inform the Owner at
least 5 days prior to the testing so that the Owner may schedule representatives to
witness the tests. Testing of the datalogger software shall be provided by others.
B.!Baseline Readings:
1.!As required in Part 3.00 - Execution for most instrumentation, the Contractor shall
collect initial baseline readings for all instrumentation within 1 to 7 calendar days after
the completed installation for each individual instrument.
2.!The completed installation is defined as the point at which the installation is to the
manufacturers recommendations and project-specific data can be collected from the
instrument.
3.!Except where indicated otherwise in Part 3.00 - Execution, the baseline readings shall
consist of two separate readings, on separate days when possible. If significant
discrepancy is found between the two readings, perform a third reading. If
inconsistencies are not resolved, determine the cause for the inconsistency and correct
it. Consult with the instrument manufacturer and coordinate with the Engineer as
required to correct the inconsistency.
C.!Owners Quality Assurance Testing: Owner or Engineer may monitor instrumentation,
beginning immediately upon Contractors installation. This is in addition to and not a
substitute for the monitoring required of the Contractor.
3.13!DATA COLLECTION
A.!Data Collection Schedule:
1.!Contractor shall collect reading data from all instrumentation on a regular schedule
throughout construction. This data is required so that the Owner and Engineer can
evaluate the response of the dam and other structures to construction activities.
2.!The minimum schedule for the instrumentation data collection (after establishing the
baseline readings) is summarized in the table below. Manual collection of the data is
not required where the instrumentation is connected to an Automated Data Acquisition
System (ADAS), and access is provided to the Owner and Engineer.
Min. Manual
Instrument Type Comment
Reading Frequency
Replaced Vibrating Wire
Every 12 hours Electronic
Piezometers, electronic
Every 12 hours (pull
Piezometer Data Loggers for data loggers to
With open risers/standpipes
open-riser piezometers download data at
least annually)
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Min. Manual
Instrument Type Comment
Reading Frequency
Extensometers Every 12 hours Electronic
Tiltmeters Every 12 hours Electronic
Water Level Gauge Every 12 hours Electronic
Robotic Total Station Every 12 hours Electronic
Barometers Every Reading Event Electronic
Temperature Every Reading Event Electronic
3.!Indications of unusual, trending, or anomalous behavior shall be reported to the
Engineer immediately.
END OF SECTION
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35 15 53 RELIEF WELL MAINTENANCE
1.00!GENERAL
1.01!WORK INCLUDED
A.!Furnish labor, materials, equipment, and incidentals necessary to inspect, test, and clean
relief well and relief well outfall pipes in accordance with these specifications and at the
locations shown on the Drawings, or as directed. The maintenance shall include
measurement of water levels, flow rate, and video documentation of each well before and
after each maintenance event. Maintenance shall be performed for the entire relief well
system, which includes outfall drains.
1.02!QUALITY ASSURANCE
A.!Maintenance Contractor: The relief well system maintenance shall be performed by a
Contractor with at least 5 years of experience in the installation and maintenance of these
types of systems. Documentation of this experience will be provided to Owner and must be
acceptable to Owner and Engineer.
B.!Records of Maintenance Event: The testing of each well and appurtenances shall be
recorded on Contractor forms submitted for approval by the Engineer.
C.!Maintenance and Protection: Maintain and protect the relief well system from damage
throughout the Contract period. Damage found to the relief well system prior to the
initiation of a maintenance cycle must be reported to the Owner/Engineer in accordance
with the contract documents. Damaged elements may require repair prior to aggressive
well development to prevent further damage to the system. Repair methods and costs shall
be agreed upon to the satisfaction of the Engineer, prior to actual repairs.
D.!Inspection: The Engineer or other Ownerone (1)
week prior to beginning any maintenance event.
E.!Depth/Elevation Control: All depth readings shall be measured from the top of the manhole
or vault for each relief well. When necessary, place a straight-edge across the opening to
use as a datum for measurements.
1.03!SUBMITTALS
A.!Submittals shall be in accordance with Article 24 of SECTION 00 72 00 GENERAL CONDITIONS
and shall include:
1.!Work Plan:
a.!A detailed work plan shall be submitted for approval at least 30 days before the
start of maintenance activities. The work plan shall include planned procedures and
equipment used to perform the specified well maintenance. The work plan shall
detail all facets of the proposed maintenance and development process, including
but not limited to equipment, procedure, the sequence of work, and calculations for
onsite preparation, schedule, and methodology.
2.!Record Data:
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a.!Maintenance Reports, with written documentation of all activities, including pre-
and post-maintenance water levels and flow rates of each relief well. These reports
shall be submitted upon completion of the maintenance efforts.
b.!Video documentation of the entire length of the casing and screened sections of
each well and the outfall pipes, before and after maintenance. All files shall be
delivered in digital format and shall be of a high enough resolution to allow for the
capture of print-quality images for inclusion in reports.
1.04!OWNER-SUPPLIED RECORD DATA
A.!Owner shall supply the Contractor with the following:
1.!Well log installation reports
2.!Record drawings for relief well system
3.!Report of most recent previous testing and cleaning observations and results, if
available.
2.00!PRODUCTS
2.01!MATERIALS
A.!All equipment and tools necessary to accomplish the Relief Well Maintenance shall be
provided by the Contractor.
1.!Prior to commencing work, all equipment, including implements, tools and
measurement devices used at or in the well system must be cleaned and disinfected
with a chlorine solution. This includes all pumps, piping and valves. The disinfectant
solution shall not be less than 100 ppm, which is equivalent to 1 pound of chlorine to
1,200 gallons of potable water (This concentration can be obtained by adding two
gallons of Chlorox bleach to 1000 gallons of water). All of the equipment shall also be
cleaned and disinfected before use at the relief well and drainage system and shall also
be cleaned between use in each well.
2.02!CHEMICALS
A.!Only potable water shall be used for cleaning of wells and outlets.
3.00!EXECUTION
3.01!GENERAL
A.!Relief well maintenance is defined as the testing, cleaning and development of the system.
Work for each well shall proceed in the following order:
1.!Pre-maintenance activities: Includes video inspection, pre-development water level,
depth measurement, flow measurement, pump test, and sand test.
2.!Maintenance: Includes cleaning and development activities.
3.!Post-maintenance activities: Includes video inspection; and post-development water
level, depth measurement, flow measurement, sand test, and pump testing.
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3.02!PRE-MAINTENANCE INSPECTION AND TESTING
A.!Pre-Development Testing:
1.!General
a.!Pre-Development Testing shall include initial sounding for sediment depth,
measurement of artesian flow rate, and water level on each relief well.
b.!Conduct a recorded video inspection of the well screen and casing and the outfall
pipe using a push camera, digital recorder, and monitor. Provide a shade or
enclosure as necessary to provide good visibility of the monitor. Permit the
representative to view the monitor in real time. Provide the O
a digital copy of the recording in an acceptable format within 24 hours.
c.!Determine and record the depth and length of the screen during the video
inspection.
d.!If there is a significant amount of filter sand within the well, possibly indicating
damage to the well screen, report the findings to the Engineer. If well has remained
clean proceed as specified below.
A pumping test shall be performed for each relief well for comparison with the pump
test data acquired after cleaning and development. A pump with a capacity of 30
gallons per minute or greater shall be used. The pump test will be run for approximately
30 minutes, unless steady state conditions have not occurred, whereupon the pumping
test will be extended for another 30 minutes. Use same pumping rate and duration for
each subsequent maintenance cycle at each well for accurate comparison of specific
capacity and well efficiency, i.e., attempt to produce 15 feet of drawdown or a pumping
rate of 30 gpm (or some other effective rate) for 30 minutes. The intent is to be able to
use specific capacity as the comparison for the wells to the post-development specific
capacity and to measure effectiveness of the cleaning process. Measure the drawdown
and discharge rate at 10-minute intervals throughout the test. Discharge rate shall be
measured using a suitable flow meter or a calibrated barrel and stopwatch. Drawdown
shall be measured using an electric water level indicator lowered in a plastic pipe for
splash protection.
2.!Sand Test
a.!A determination of the amount of sand that a well is producing (from the filter pack
and/or formation material) shall be performed as part of the Maintenance activities,
or at the end of each intermittent pumping (as required). Prior to starting the sand
test all particulate material shall be removed from the bottom of the well.
b.!After the pump is discharging at the desired pumping rate, the flow from the
discharge shall be diverted into a container that will collect all the sand being
carried by the water or through a Rossum Sand Tester. If the amount of sand
collected from the well is less than 1 pint per 25,000 gallons of water pumped at the
specified rate, the well shall be considered satisfactory. Upon completion of the test
the amount of sand in the well shall be determined to verify that no material is
being deposited in the bottom of the well. The sand test shall be performed as a
part of the Pre- and Post-maintenance pump test for each relief well documented
with pump tests.
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3.!Pump Test
a.!Each well shall be subjected to a pump test prior to initiating Maintenance, and
again after completion of Maintenance. Specific capacity determinations will be
made before and after cleaning in order to assess well condition and to evaluate the
effectiveness of the cleaning process.
b.!The Contractor shall provide a pump or pumps capable of producing the specified
drawdowns over periods of time sufficient to satisfactorily perform the pump test
specified herein. The intake shall be set at least 10 feet below the maximum
expected drawdown in the well. The Contractor shall provide an open tube or other
approved means for accurately determining the water level in the well. The
Contractor shall furnish and install an orifice meter of approved design, a barrel and
stopwatch, or other approved equipment for the purpose of measuring the
discharge from the well during the pumping test. The Contractor shall furnish,
install, or construct the necessary discharge line to dispose of the discharge water.
The water may be discharged into the stilling basin if it does not interfere with other
activities.
c.!Prior to starting the pump test all material shall be removed from the bottom of the
well. The pumping shall be at a rate sufficient to produce approximately 15 feet of
draw-down, or 30 gpm, whichever limit is achieved first. If the test is interrupted,
other than by order of the Engineer, prior to the completion of the specified period
of continuous operation, the test shall be terminated and restarted. In the event
that sand or other material collects in the well as a result of the pump test, accurate
measurements shall be taken as to the quantity of material in the well and all such
material shall be removed by the Contractor. Upon completion of the pump test,
the Contractor shall remove all equipment, discharge lines, electrical lines, lumber,
and debris, and shall backfill any excavated areas with impervious material.
3.03!DEVELOPMENT AND CLEANING PROCESS (PHASE 1 MAINTENANCE)
A.!General
1.!The Contractor shall treat and clean each relief well using an approved method to clean
and arrange the filter pack and the formation walls in order to produce the maximum
feasible yield of water per foot of drawdown. At the time of cleaning and development
of any relief well, the well shall be free of drawdown due to pump testing or developing
at another location.
2.!Cleaning operations can be conducted at more than one well location at a time.
3.!The Contractor shall be responsible for maintaining the needed access, work area, and
clearance in the vicinity of the relief well necessary to accomplish cleaning. The
Contractor shall furnish, install, or construct the necessary discharge line to conduct and
dispose of the discharge water. Cleaning shall be conducted to achieve a stable well of
maximum efficiency. If, at any time during the cleaning and development process it
becomes apparent that the well may be damaged, development operations shall be
immediately terminated. The Engineer may require a change in method if the method
selected does not accomplish the desired results.
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4.!Prior to use at each individual well, all tools, rods, pumps, surge blocks, brushes and any
equipment that come into contact with the well or well water shall be washed and
sterilized with a chlorine solution. The disinfectant solution shall not be less than 100
ppm, which is equivalent to 1 pound of chlorine to 1,200 gallons of water. Water
injected into the well must be sterilized with chlorine as described above.
B.!Maintenance Process
1.!Each well is to be measured and existing flow rate determined after the pump test
described above has been completed
2.!Brush the interior casing and screen, brushing each 5-foot increment of length for at
least 5 minutes; remove heavy debris using a bailer, pump, or airlift until the discharge is
clean, but not less than 15 minutes.
3.!Surge the well screen and casing using a double disc surge block. The surge block shall
contain plates on each end with rubber gaskets sandwiched between the plates. The
gaskets shall be no more than 1/8th-inch smaller diameter than the well screen. The
discs shall be 1 inch smaller in diameter than the internal diameter of the well screen.
The surge block shall be of sufficient weight to displace well water into the well filter
pack and formation during its descent through the well using only the weight of the
surge block as the driving force. A minimum weight of 150 pounds shall be used. Begin
surge block action slowly at 0.5 to 1 feet per second (fps). Gradually increase speed up
to 3 fps. The downward stroke shall match or exceed the upward stroke, including
speed and length. Surge the well for 1 to 3 minutes (2 average) per foot of screen, and
0.5 to 1 minute per foot of casing.
C.!Alternate Development Methods: Alternate methods of well cleaning and development
may be considered, but the Contractor shall supply a detailed work plan to the Engineer for
consideration of the proposed methodology and/or technology.
1.!Water Jetting: Water jetting may be used as an alternate method upon approval by the
Engineer. Jetting shall be performed using either a single or double ring jet. If a double
ring jet is used the rings shall be 2 feet apart. The jetting tool shall be constructed of
high-strength material and conservatively designed and proportioned so that it will
withstand high pressures. The jetting tool shall have four holes spaced 90 degrees apart
and which shall exert the jetting force horizontally through the screen slots. The rings
shall be constructed such that the tips of the jets shall be within ½-inch from the interior
surface of the well screen. The pump used in conjunction with the jetting tool shall be
capable of providing pressures up to 250 psi. The hole size and pump capacity shall be
designed to produce water velocities between 150 and 300 feet per minute at the jets.
Prior to commencing jetting, and following each jetting cycle, all sand and/or other
materials shall be removed from inside the screen. The jetting process shall start at the
bottom of the screen and consist of rotating the jetting tool 1 cycle per 30 seconds while
rotating the pipe 90 degrees for two minutes at each location then raising the pipe 3
inches. All wells shall be pumped during the jetting cycle to remove incoming sand and
dislodged foreign material. Such pumping shall be at a rate not less than 115 percent of
the rate at which fluid is introduced through the jetting tool. This will allow a flow of
material into the well as it is being developed. Water used for development shall be
potable water free of sand or other particulates.
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2.!Sonar Jetting: This is a patented process that requires a licensed supplier. If contractor
desires to use this technology, a detailed work plan shall be submitted to the engineer
for consideration.
3.!Pumping: Intermittent pumping is not considered an acceptable method for cleaning
and treating the relief well system.
4.!Brushing and Swabbing: Nylon brushing of the casing and screen will dislodge heavy
debris and allow it to be removed through bailing or airlift pumping. This debris which is
a mixture of mineral deposits and biological accumulation must be removed
continuously by pumping so that it will not be pushed through the screen into the filter
pack. Brushing and swabbing will be acceptable when used as part of the overall well
cleaning process in addition to the use of a surge block or jet.
5.!Airlifting: Airlifting will be acceptable when used as part of the overall well cleaning and
development process in addition to the use of a surge block or jet.
6.!Induced Resonance: Well development by induced resonance shall require use of an
induced resonance tool used in combination with more traditional methods like
brushing and pumping to remove materials drawn into the well from the filter pack. If
contractor desires to use this technology, a detailed work plan shall be submitted to the
engineer for consideration.
D.!Cleaning of Well System Pipes, Meters and Valves: The discharge piping system for each
relief well, and the associated dome strainer shall be cleaned as part of the Maintenance
activities. The discharge and pipe shall be jetted to remove any sediment, biofouling and
encrustations. The jetting and cleaning activity shall not permit backflow into the relief
wells. Develop and present a plan for cleaning that prevents backflow into the relief wells.
For instance, an inflatable plug with a test pipe can be used to close the casing below the
outlet pipe and a second pump connected to the test pipe can be used to relieve any
pressure developed in the well.
3.04!POST-MAINTENANCE INSPECTION AND TESTING
A.!The following activities shall be performed after the completion of Maintenance activities:
1.!Down-hole Inspection shall include:
a.!Record of water level and sounding of well using a cylindrical caliper to detect any
damage to the screen
b.!Video documentation of casing ,screen, and outlet pipe.
2.!Sand test to establish sand production, as required in Paragraph 3.02.A.2. Continue
pumping until sand production is less than one pint per 25,000 gallons
3.!Pump test to establish well specific capacity, as required in Paragraph 3.02.A1.
4.!Post-maintenance testing shall be the same as the pre- maintenance testing to allow for
the ability to compare pre- and post-maintenance specific capacity
3.05!REPORTS
A.!Records shall be kept on a contemporaneous basis during the maintenance program. A
comprehensive report of the relief well maintenance shall be provided upon completion of
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the work. The intent of the final report will be to provide sufficient detail to document the
process involved at each relief well for the entire testing and cleaning. The report will be
used to track the condition of the relief wells when compared to the initially constructed
well and to the condition of the well after the previous maintenance cycle. Report forms
will be provided by the Owner, but contractor can provide suggestions to improve the
records being kept.
B.!Items to be documented during the maintenance cycle shall include, but not be limited to
1.!Relief well flow rate and specific capacity, before and after cleaning and developing.
2.!Measurements made in the wells
3.!Repairs made to the wells or to the discharge system
END OF SECTION
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