HomeMy WebLinkAboutCONTRACT - 8531 EPIC POOL DECK TILE REPLACEMENT (2)SPECIFICATIONS
AND
CONTRACT DOCUMENTS
FOR
EPIC POOL DECK TILE REPLACEMENT
BID NO. 8531
PURCHASING DIVISION
215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS
MAY 12, 2017 – 3:00 P.M. (OUR CLOCK)
Financial Services
Purchasing Division
215 N. Mason St. 2nd Floor
PO Box 580
Fort Collins, CO 80522
970.221.6775
970.221.6707
fcgov.com/purchasing
CONTRACT DOCUMENTS TABLE OF CONTENTS
BID INFORMATION
00020 Notice Inviting Bids
00100 Instruction to Bidders
00300 Bid Form
00400 Supplements to Bid Forms
00410 Bid Bond
00420 Statements of Bidders Qualifications
00430 Schedule of Major Subcontractors
CONTRACT DOCUMENTS
00500 Agreement Forms
00510 Notice of Award
00520 Agreement
00530 Notice to Proceed
00600 Bonds and Certificates
00610 Performance Bond
00615 Payment Bond
00630 Certificate of Insurance
00635 Certificate of Substantial Completion
00640 Certificate of Final Acceptance
00650 Lien Waiver Release (Contractor)
00660 Consent of Surety
00670 Application for Exemption Certificate
CONDITIONS OF THE CONTRACT
00700 General Conditions
Exhibit GC-A GC-A1 - GC-A2
00800 Supplementary Conditions
00900 Addenda, Modifications, and Payment
00950 Contract Change Order
00960 Application for Payment
SPECIFICATIONS
DRAWINGS
SECTION 00020
INVITATION TO BID
SECTION 00020
INVITATION TO BID
Date: April 21, 2017
Sealed Bids will be received by the City of Fort Collins (hereinafter referred to as OWNER), at
the office of the Purchasing Division, 3:00 P.M., our clock, on May 12, 2017, for the EPIC Pool
Deck Tile Replacement; BID NO. 8531. If delivered, they are to be delivered to 215 North
Mason Street, 2nd Floor, Fort Collins, Colorado, 80524. If mailed, the mailing address is P. O.
Box 580, Fort Collins, CO 80522-0580.
At said place and time, and promptly thereafter, all Bids that have been duly received will be
publicly opened and read aloud.
The Contract Documents provide for the construction of Bid 8531. The Work includes:
• Replacing all 1”x1” tile per plans and spec’s. Some existing tile to remain.
• Replacing all cove base located in the natatorium. This includes all columns and
perimeter cove base.
• Work includes all abatement costs.
• Work includes all labor & material.
All Bids must be in accordance with the Contract Documents on file with the City of Fort Collins,
215 North Mason St., 2nd floor, Fort Collins, Colorado 80524.
The City encourages all disadvantaged business enterprises to submit bid in response to all
invitations and will not be discriminated against on the grounds of race, color, national origin.
A prebid conference and job walk with representatives of prospective Bidders will be
held at 10:00 AM, on May 2, 2017, at Edora Pool & Ice Center (EPIC), 1801 Riverside Ave,
Fort Collins. Please meet in the pool area at the northeast corner of the pool.
Prospective Bidders are invited to present their questions relative to this Bid proposal at this
meeting.
Questions concerning the scope of the bid should be directed to Project Manager, Ethan
Cozzens, at (970) 221-6273 or ecozzens@fcgov.com.
Questions regarding bid submittal or process should be directed to Elliot Dale, Buyer at
(970) 221-6777 or edale@fcgov.com.
All questions not addressed at the prebid, must be submitted in writing via email to
Ethan Cozzens , with a copy to Elliot Dale, no later than 5:00 PM our clock on May 4,
2017. Questions received after this deadline will not be answered.
The Contract Documents and Construction Drawings may be examined online at:
http://www.bidnetdirect.com/colorado/city-of-fort-collins
Bids will be received as set forth in the Bidding Documents.
The Work is expected to be commenced within the time as required by Section 2.3 of General
Conditions. Substantial Completion of the Work is required as specified in the Agreement.
The successful Bidder will be required to furnish a Performance Bond and a Payment Bond
guaranteeing faithful performance and the payment of all bills and obligations arising from the
performance of the Contract.
No Bid may be withdrawn within a period of forty-five (45) days after the date fixed for opening
Bids.
The OWNER reserves the right to reject any and all Bids, and to waive any informalities and
irregularities therein.
Bid security in the amount of not less than 5% of the total Bid must accompany each Bid in the
form specified in the Instructions to Bidders.
Sales Prohibited/Conflict of Interest: No officer, employee, or member of City Council, shall have
a financial interest in the sale to the City of any real or personal property, equipment, material,
supplies or services where such officer or employee exercises directly or indirectly any decision-
making authority concerning such sale or any supervisory authority over the services to be
rendered. This rule also applies to subcontracts with the City. Soliciting or accepting any gift,
gratuity favor, entertainment, kickback or any items of monetary value from any person who has
or is seeking to do business with the City of Fort Collins is prohibited.
City of Fort Collins
Gerry Paul
Purchasing Director
SECTION 00100
INSTRUCTIONS TO BIDDERS
SECTION 00100
INSTRUCTIONS TO BIDDERS
1.0 DEFINED TERMS
Terms used in these Instructions to Bidders which are defined in the Standard General
Conditions of the Construction Contract (No. 1910-8, 1990 ed.) have the meanings
assigned to them in the General Conditions. The term "Bidder" means one who submits
a Bid to OWNER, as distinct from a sub-bidder, who submits a Bid to Bidder. The terms
"Successful Bidder" means the lowest, qualified, responsible and responsive Bidder to
whom OWNER (on basis of OWNER's evaluation as hereinafter provided) makes an
award. The term "Bidding Documents" includes the Advertisement or Invitation to Bid,
Instructions to Bidders, the Bid Form, and the proposed Contract Documents (including
all Addenda issued prior to receipt of Bids).
2.0 COPIES OF BIDDING DOCUMENTS
2.1. Complete sets of Bidding Documents may be obtained as stated in the Invitation to
Bid. No partial sets will be issued. The Bidding Documents may be examined at the
locations identified in the Invitation to Bid.
2.2. Complete sets of Bidding Documents shall be used in preparing Bids; neither
OWNER nor Engineer assumes any responsibility for errors or misinterpretations
resulting from the use of incomplete sets of Bidding Documents.
2.3. The submitted Bid proposal shall include Sections 00300, 00410, 00420, and 00430
fully executed.
2.4. OWNER and Engineer, in making copies of Bidding Documents available on the
above terms, do so only for the purpose of obtaining Bids on the Work and do not
confer a license or grant for any other use.
3.0 QUALIFICATION OF BIDDERS
3.1 To demonstrate qualifications to perform the Work, each Bidder must submit at the
time of the Bid opening, a written statement of qualifications including financial data,
a summary of previous experience, previous commitments and evidence of
authority to conduct business in the jurisdiction where the Project is located. Each
Bid must contain evidence of Bidder's qualification to do business in the state where
the Project is located or covenant to obtain such qualification prior to award of the
contract. The Statement of Qualifications shall be prepared on the form provided in
Section 00420.
3.2. In accordance with Section 8-160 of the Code of the City of Fort Collins in
determining whether a bidder is responsible, the following shall be considered: (1)
The ability, capacity and skill of the bidder to perform the contract or provide the
services required, (2) whether the bidder can perform the contract or provide the
service promptly and within the time specified without delay or interference, (3) the
character, integrity, reputation, judgment, experience and efficiency of the bidder,
(4) the quality of the bidder's performance of previous contracts or services, (5) the
previous and existing compliance by the bidder with laws and ordinances relating to
the contract or service, (6) the sufficiency of the financial resources and ability of the
bidder to perform the contract or provide the service, (7) the quality, availability and
adaptability of the materials and services to the particular use required, (8) the
ability of the bidder to provide future maintenance and service for the use of the
subject of the contract, and (9) any other circumstances which will affect the
bidder's performance of the contract.
3.3. Each Bidder may be required to show that he has handled former Work so that no
just claims are pending against such Work. No Bid will be accepted from a Bidder
who is engaged on any other Work which would impair his ability to perform or
finance this Work.
3.4 No Bidder shall be in default on the performance of any other contract with the City
or in the payment of any taxes, licenses or other monies due to the City.
4.0 EXAMINATION OF CONTRACT DOCUMENTS AND SITE
4.1. It is the responsibility of each Bidder, before submitting a Bid, to (a) examine the
Contract Documents thoroughly, (b) visit the site to familiarize himself with local
conditions that may in any manner affect cost, progress or performance of the
Work, (c) familiarize himself with federal, state and local laws, ordinances, rules and
regulations that may in any manner affect cost, progress or performance of the
Work, (d) study and carefully correlate Bidder's observations with the Contract
Documents, and (e) notify Engineer of all conflicts, errors or discrepancies in the
Contract Documents.
4.2. Reference is made to the Supplementary Conditions for identification of: Subsurface
and Physical Conditions SC-4.2.
4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder
that Bidder has complied with every requirement of this Article 4, that without
exception the Bid is premised upon performing and furnishing the Work required by
the Contract Documents and such means, methods, techniques, sequences or
procedures of construction as may be indicated in or required by the Contract
Documents, and that the Contract Documents are sufficient in scope and detail to
indicate and convey understanding of all terms and conditions for performance and
furnishing of the Work.
5.0 INTERPRETATIONS AND ADDENDA.
5.1. All questions about the meaning or intent of the Bidding Documents are to be
submitted in writing to the Engineer and the OWNER. Interpretation or clarifications
considered necessary in response to such questions will be issued only by
Addenda. Questions received less than seven days prior to the date for opening of
the Bids may not be answered. Only questions answered by formal written Addenda
will be binding. Oral and other interpretations or clarifications will be without legal
effect.
5.2. All questions concerning the scope of this project should be directed to the
Engineer. Questions regarding submittal of bids should be directed to the City of
Fort Collins' Purchasing Division.
5.3. Addenda may also be issued to modify the Bidding Documents as deemed
advisable by OWNER or Engineer.
5.4. Addenda will be mailed or delivered to all parties recorded by the OWNER as
having received the Bidding documents.
6.0 BID SECURITY
6.1. Each Bid must be accompanied by Bid Security made payable to OWNER in the
amount stated in the Invitation to Bid. The required security must be in the form of a
certified or bank cashier's check payable to OWNER or a Bid Bond on the form
enclosed herewith. The Bid Bond must be executed by a surety meeting the
requirements of the General Conditions for surety bonds.
6.2. The Bid Security of the successful Bidder will be retained until such Bidder has
executed the Agreement and furnished the required contract security, whereupon
Bid Security will be returned. If the successful Bidder fails to execute and deliver the
Agreement and furnish the required contract security within 15 days of the Notice of
Award, OWNER may annul the Notice of Award and the Bid Security of that Bidder
will be forfeited. The Bid Security of other Bidders whom OWNER believes to have
reasonable chance receiving the award may be retained by OWNER until the earlier
of the seventh day after the effective date of the Agreement or the thirty-first day
after the Bid Opening, whereupon Bid Security furnished by such Bidders will be
returned. Bid Security with Bids which are not competitive will be returned within
seven days after the Bid opening.
7.0 CONTRACT TIME.
The number of days within which, or the date by which the Work is to be substantially
complete and also completed and ready for Final Payment (the Contract Times) are set
forth in the Agreement.
8.0 LIQUIDATED DAMAGES.
Provisions for liquidated damages are set forth in the Agreement.
9.0 SUBSTITUTE ("OR EQUAL") MATERIAL AND EQUIPMENT
The Contract, if awarded, will be on the basis of material and equipment described on
the Drawings or specified in the Specifications without consideration of possible
substitute or "or equal" items. Whenever it is indicated on the Drawings or specified in
the Specifications that a substitute or "or equal" item of material or equipment may be
furnished or used by CONTRACTOR if acceptable to Engineer, application for such
acceptance will not be considered by Engineer until after the "effective date of the
Agreement". The procedure for submittal of any such application by CONTRACTOR and
consideration by Engineer is set forth in the General Conditions which may be
supplemented in the General Requirements.
10.0 SUBCONTRACTORS, SUPPLIERS AND OTHERS
10.1. Each Bidder shall submit at the Bid opening to OWNER a list of principal
subcontractors he proposes to use in the Work. Refer to Section 00430 contained
within these Documents.
10.2. If OWNER or Engineer after due investigation has reasonable objection to any
proposed Subcontractor, either may, before the Notice of Award is given, request
the apparent successful Bidder to submit an acceptable substitute without an
increase in Bid price. If the apparent successful Bidder declines to make any
substitution, OWNER may award the contract to the next lowest responsive and
responsible Bidder that proposes to use acceptable subcontractors.
Subcontractors, suppliers, other persons or organization listed and to whom
OWNER or Engineer does not make written objection prior to the giving of the
Notice of Award will be deemed acceptable to OWNER and ENGINEER subject to
revocation of such acceptance after the effective date of the Agreement as
provided in the General Conditions.
10.3. CONTRACTOR shall not be required to employ any subcontractor, supplier or
other persons or organizations against whom he has reasonable objection. The
use of subcontractors listed by the Bidder and accepted by OWNER prior to the
Notice of Award will be required in the performance of the Work.
11.0 BID FORM.
11.1. A copy of the Bid Form is bound in the Contract Documents which may be retained
by the Bidder. A separate unbound copy is enclosed for submission with the Bid.
11.2. Bid Forms must be complete in ink or typed. All lump sum prices on the form must
be stated in words and numerals; in case of conflict, words will take precedence.
Unit prices shall govern over extensions of sums.
11.3. Bids by corporations must be executed in the corporate name by the president or a
vice-president (or other appropriate officer accompanied by evidence of authority to
sign) and the corporate seal shall be affixed and attested by the secretary or an
assistant secretary. The corporate address and state of incorporation shall be
shown below the corporate name.
11.4. Bids by partnerships must be executed in the partnership name and signed by a
partner, his title must appear under his signature and the official address of the
partnership must be shown below the signature.
11.5. Bids by joint venture shall be signed by each participant in the joint venture or by
an authorized agent of each participant. The full name of each person or company
interested in the Bid shall be listed on the Bid Form.
11.6. The Bid shall contain an acknowledgement of receipt of all Addenda (the numbers
of which must be filled in on the Bid Form).
11.7. No alterations in Bids, or in the printed forms therefore, by erasures, interpolations,
or otherwise will be acceptable unless each such alteration is signed or initialed by
the Bidder; if initialed, OWNER may require the Bidder to identify any alteration so
initialed.
11.8. The address and telephone number for communications regarding the Bid shall be
shown.
12.0 BID PRICING.
Bids must be priced as set forth in the Bid Schedule or Schedules.
13.0 SUBMISSION OF BIDS.
13.1. Bids shall be submitted at the time and place indicated in the Invitation to Bid and
shall be enclosed in an opaque sealed envelope marked with the Project title, Bid
No., and name and address of the Bidder and accompanied by the Bid Security,
Bid Form, Bid Bond, Statement of Bidders Qualifications, and Schedule of
Subcontractors as required in Section 00430. If the Bid is sent through the mail or
other delivery system, the sealed envelope shall be enclosed in a separate
envelope with the notation "BID ENCLOSED" on the face of it.
13.2. Bids shall be deposited at the designated location prior to the time and date for
receipt of Bids indicated in the Invitation to Bid, or any extension thereof made by
addendum. Bids received after the time and date for receipt of Bids will be returned
unopened. Bidder shall assume full responsibility for timely delivery at the location
designated for receipt of Bids.
13.3. Oral, telephonic, telegraphic, or facsimile Bids are invalid and will not receive
consideration.
13.4. No Bidder may submit more than one Bid. Multiple Bids under different names will
not be accepted from one firm or association.
14.0 MODIFICATION AND WITHDRAWAL OF BIDS.
14.1. Bids may be modified or withdrawn by an appropriate document duly executed (in
a manner that a Bid must be executed) and delivered to the place where Bids are
to be submitted at any time prior to the opening of Bids.
14.2. Bids may also be modified or withdrawn in person by the Bidder or an authorized
representative provided he can prove his identity and authority at any time prior to
the opening of Bids.
14.3. Withdrawn Bids may be resubmitted up to the time designated for the receipt of
Bids provided that they are then fully in conformance with these Instructions to
Bidders.
15.0 OPENINGS OF BIDS.
Bids will be opened and (unless obviously non-responsive) read aloud publicly as
indicated in the Invitation to Bid. An abstract of the amounts of the Base Bids and major
alternates (if any) will be made available after the opening of Bids.
16.0 BIDS TO REMAIN OPEN SUBJECT TO ACCEPTANCE.
All Bids shall remain open for forty-five (45) days after the day of the Bid Opening, but
OWNER may, in his sole discretion, release any Bid and return the Bid Security prior to
that date.
17.0 AWARD OF CONTRACT.
17.1. OWNER reserves the right to reject any and all Bids, to waive any and all
informalities not involving price, time or changes in the Work, to negotiate contract
terms with the Successful Bidder, and the right to disregard all nonconforming,
nonresponsive, unbalanced or conditional Bids. Also, OWNER reserves the right to
reject the Bid of any Bidder if OWNER believes that it would not be in the best
interest of the Project to make an award to that Bidder, whether because the Bid is
not responsive or the Bidder is unqualified or of doubtful financial ability or fails to
meet any other pertinent standard or criteria established by OWNER.
Discrepancies between the indicated sum of any column of figures and the correct
sum thereof will be resolved in favor of the correct sum.
17.2. In evaluating Bids, OWNER will consider the qualifications of the Bidders, whether
or not the Bids comply with the prescribed requirements, and such alternates, unit
prices and other data, as may be requested in the Bid Form or prior to the Notice of
Award.
17.3. OWNER may consider the qualification and experience of Subcontractors,
Suppliers, and other persons and organizations proposed for those portions of the
Work as to which the identity of Subcontractors, Suppliers, and other persons and
organizations is submitted as requested by OWNER. OWNER also may consider
the operating costs, maintenance requirements, performance data and guarantees
of major items of materials and equipment proposed for incorporation in the Work
when such data is required to be submitted prior to the Notice of Award.
17.4. OWNER may conduct such investigations as OWNER deems necessary to assist
in the evaluation of any Bid and to establish the responsibility, qualifications and
financial ability of the Bidder's proposed Subcontractors, Suppliers and other
persons and organizations to do the Work in accordance with the Contract
Documents to OWNER's satisfaction within the prescribed time.
17.5. If the Contract is to be awarded, it will be awarded to the lowest responsive and
responsible Bidder whose evaluation by OWNER indicates to OWNER that the
award will be in the best interest of the OWNER. Award shall be made on the
evaluated lowest base bid excluding alternates. The basis for award shall be the
lowest Bid total for the Schedule or, in the case of more than one schedule, for
sum of all schedules. Only one contract will be awarded.
17.6. If the Contract is to be awarded, OWNER will give the Successful Bidder a Notice
of Award within forty-five (45) days after the date of the Bid opening.
18.0 CONTRACT SECURITY.
The General Conditions and the Supplementary Conditions set forth OWNER's
requirements as to performance and other Bonds. When the Successful Bidder delivers
the executed Agreement to the OWNER, it shall be accompanied by the required
Contract Security.
19.0 SIGNING OF AGREEMENT.
When OWNER gives a Notice of Award to the Successful Bidder, it will be accompanied
by the required number of unsigned counterparts of the Agreement with all other written
Contract Documents attached. Within fifteen (15) days thereafter, CONTRACTOR shall
sign and deliver the required number of counterparts of the Agreement and attached
documents to OWNER with the required Bonds. Within ten (10) days thereafter,
OWNER hall deliver one fully signed counterpart to CONTRACTOR. Each counterpart is
to be accompanied by a complete set of the Drawings with appropriate identification.
20.0 TAXES.
OWNER is exempt from Colorado State Sales and Use Taxes on materials and
equipment to be incorporated in the Work. Said taxes shall not be included in the
Contract Price. Reference is made to the General and Supplementary Conditions.
21.0 RETAINAGE.
Provisions concerning retainage are set forth in the Agreement.
22.0 PURCHASING RESTRICTIONS.
Purchasing restrictions: The Bidder's authorized signature of this Bid assures the
Bidder's compliance with the City's purchasing restrictions. A copy of the resolutions is
available for review in the Purchasing and Risk Management Division or the City Clerk's
office.
A. Cement Restrictions: City of Fort Collins Resolution 91-121 requires that
suppliers and producers of cement or products containing cement to certify
that the cement was not made in cement kilns that burn hazardous waste as
a fuel.
23.0 COLLUSIVE OR SHAM BIDS.
Any Bid deemed by the City in its sole discretion to be a collusive or sham Bid will be
rejected and reported to authorities as such. Your authorized signature of this Bid
assures that such Bid is genuine and is not a collusive or sham Bid.
24.0 BID RESULTS.
Bid results are posted at http://www.bidnetdirect.com/colorado/city-of-fort-collins.
END OF SECTION
SECTION 00300
BID FORM
SECTION 00300
BID FORM
PROJECT: 8531 EPIC Pool Deck Tile Replacement
Place:
Date:
1. In compliance with your Invitation to Bid dated , 20 and subject to
all conditions thereof, the undersigned a (Corporation, Limited Liability Company,
Partnership, Joint Venture, or Sole Proprietor) authorized to do business in the State of
Colorado hereby proposes to furnish and do everything required by the Contract
Documents to which this refers for the construction of all items listed on the following Bid
Schedule or Bid Schedules.
2. The undersigned Bidder does hereby declare and stipulate that this proposal is made in
good faith, without collusion or connection with any other person or persons Bidding for
the same Work, and that it is made in pursuance of and subject to all the terms and
conditions of the Invitation to Bid and Instructions to Bidders, the Agreement, the
detailed Specifications, and the Drawings pertaining to the Work to be done, all of which
have been examined by the undersigned.
3. Accompanying this Bid is a certified or cashier's check or standard Bid bond in the sum
of
($ ) in accordance with the Invitation To Bid and Instructions to
Bidders.
4. The undersigned Bidder agrees to execute the Agreement and a Performance Bond and
a Payment Bond for the amount of the total of this Bid within fifteen (15) calendar days
from the date when the written notice of the award of the contract is delivered to him at
the address given on this Bid. The name and address of the corporate surety with which
the Bidder proposes to furnish the specified performance and payment Bonds is as
follows: .
5. All the various phases of Work enumerated in the Contract Documents with their
individual jobs and overhead, whether specifically mentioned, included by implication or
appurtenant thereto, are to be performed by the CONTRACTOR under one of the items
listed in the Bid Schedule, irrespective of whether it is named in said list.
6. Payment for Work performed will be in accordance with the Bid Schedule or Bid
Schedules subject to changes as provided in the Contract Documents.
7. The undersigned Bidder hereby acknowledges receipt of Addenda No. through
.
8. GENERAL PROJECT OVERVIEW
- Anticipated Project Start Date – 8/14/17
- Anticipated Project Completion Date – 9/1/17
- Contractor to provide a turnkey product per the plans and specifications.
- Please reference all spec’s and drawings for full extent for scope of work. This work
includes, but is not limited to:
o Work includes replacing all 1”x1” tile per plans and specifications. Some existing
tile to remain.
o Work includes replacing all cove base located in the natatorium. This includes all
columns and perimeter cove base.
o Work to be completed so that final product meets ADA requirements at the entire
surrounding pool deck area.
o Work includes all abatement costs.
o Work includes all labor & material.
o Providing dust control.
- Environmental Testing:
o Please reference the attached LT Environmental Report dated February 12, 2016
for results.
Asbestos – No ACMs have been identified based on this report.
Lead – Lead was detected in the coating of the 1”x1” dark blue ceramic
tiles. Please reference the attached picture for more detail.
o LT Environmental – Scope of Work
Task 1
• Based on our findings during the limited asbestos and lead survey
conducted January 15, 2016, LTE believes that a Toxicity
Characteristic Leaching Procedure (TCLP) sample should be
obtained to determine the concentration of lead in the likely waste
stream to be generated during renovation activities to determine if
the waste will leach lead overtime at concentrations that exceed
the standard of 5.0 milligrams per liter (mg/L). TCLP samples
collected will be submitted to Reservoirs Environmental, Inc. for
analysis.
• The TCLP is a test designed to simulate the leaching a waste will
undergo if disposed in a sanitary landfill. Samples are taken which
will be representative of the waste that is likely to be generated as
part of the renovation. The samples are then extracted with a
weak acid solution in a way that will mimic the release of toxic
materials into the environment at the landfill. Lead that is weakly
bound chemically will be leached into solution. Lead that is more
tightly bound will not. The solution is then analyzed and if greater
that 5 mg/L of lead is in the solution it is considered hazardous
waste.
o Please note that TCLP samples were taken as part of
the original pool remodel. Please reference the
attached results for further direction.
Task 2
• In addition, LTE is providing a cost estimate to provide oversight
of the general abatement contractor or other contractor during
abatement activities to collect dust whip samples outside the
containment area to confirm that the lead concentration found
within dust surrounding the work area does not exceed the
standard of 800 milligrams per cubic centimeter (mg/cm²). Dust
whip samples collected will be submitted to Reservoirs
Environmental, Inc. for analysis by Graphite Furnace AA (GFAA)
or inductively coupled plasma mass spectrometry (ICP-MS). Upon
completion of abatement activities, LTE will conduct a final visual
and final clearance sampling, collecting 4 dust whip samples from
the floor and 1 from each window sill (or other flat surface) via
Graphite Furnace AA (GFAA) or inductively coupled plasma mass
spectrometry (ICP-MS) analysis of the containment area. All final
clearance samples collected will be submitted to Reservoirs
Environmental, Inc. for analysis.
• LTE will provide a summary report detailing the field observations,
laboratory analytical results, and conclusions.
ASSUMPTIONS
• Based on the scope of work and our walkthrough of the building,
LTE has developed the following assumptions:
o LTE will provide oversight throughout the duration of the
abatement project;
o LTE will collect no more than two dust whip samples
outside the containment area each day during abatement
activities;
o LTE will conduct final visual and final clearance sampling
via Graphite Furnace AA (GFAA) or inductively coupled
plasma mass spectrometry (ICP-MS) analysis a upon
completion of abatement within the containment area; and
o Abatement must be completed immediately in order to
accommodate for the short time frame the project is
allowed to complete the work.
LT Environmental will provide abatement “oversite” only. The general
contractor is responsible for all abatement work detailed by the LT
Environmental report dated February 12, 2016.
All lead abatement work must be coordinated with LT Environmental and
the City of Fort Collins.
All openings must be sealed during abatement.
OSHA guidelines must be followed during the abatement.
o It is the contractor’s responsibility, and expense, to manage the removal and
disposal of the lead coated tile.
Describe in words how you plan to manage the confirmed lead coating of
the blue tile:
__________________________________________________________
__________________________________________________________
__________________________________________________________
_____________________________ .
- Contractor to ensure that dust will be kept to a minimum.
o Contractor will be responsible to follow the City’s Dust Prevention and Control
Manual where applicable.
- Contractor to ensure a clean and safe work site at all times.
- Any damage caused to the building, parking lot, landscaping, etc. will be at the
contractor’s expense to repair the damaged area to existing, or better, conditions as
before the damage was done.
- General contractor, and sub-contractors, will be required to park on Riverside Avenue.
- All OSHA regulations to be followed at all times.
- All construction work must adhere to the City of Fort Collins Design Standards at:
o http://www.fcgov.com/opserv/design-standards.php
- All final construction work must be ADA compliant. Coordination of pool deck slopes, etc.
will be required.
- It is the contractor’s responsibility to ensure that all pool deck slopes are ADA compliant
and drain water from the deck. The City of Fort Collins will verify that the slopes do meet
ADA. It will be the contractor’s responsibility & expense to fix pool deck areas that are
part of the contractor’s scope of work.
- The contractor will match deck elevation to the back of bond beam around the perimeter
of the pool.
- The City of Fort Collins will be raising specific drains to help accommodate for the
adjustment of the deck slopes as part of this project.
- Deck slopes to meet new drain heights. Coordination will be required. Please reference
the attached drawing showing the approximate height the drains will be raised.
Coordination will be required to slope the deck properly to these drains to meet ADA
requirements.
- It is the contractor’s responsibility to raise any existing stanchion anchors, ladder
anchors, any type of sleeve providing a hole in the pool deck that are too low in the
deck. These items must be flush with the top of the new tile.
- It is recommended that the contractor confirm possible areas of existing puddling in
order to ensure that these areas are fixed as part of the project.
- Coordination will be required between the therapy pool work and the pool deck tile
replacement.
- Contractor to fill out owner provided Waste Management Plan Form.
o Please reference the specifications for this form.
o Contractor will not receive final payment until this has been provided, filled out
with back-up.
o ALL recyclable goods are required to be recycled. This includes, but is not limited
to, cardboard, wood, concrete, dirt, metal, etc.
- Coordination of dumpster locations to be coordinated with the City of Fort Collins at pre-
con. meeting.
- Contractor will be required to provide their own portable toilets. The toilets will only be
allowed in the south parking lot located across Riverside Avenue to the south of the
building site.
- Contractor will be required to coordinate all special inspections with the City of Fort
Collins third party inspector. Contact information will be provided to the contractor prior
to work beginning.
- The City of Fort Collins has smoking restrictions in certain areas. Smoking on the
premises is prohibited. If smoking is necessary, employees can smoke in their personal
vehicles. Please go to: fcgov.com/smokefree for more information.
- Pre-con. meeting to be held onsite and will be run by the contractor.
- Contractor will be required to coordinate all manufacturer inspections that are required
prior to the installation of products.
- All finishes to be submitted on and approved by the design team and the City of Fort
Collins. Please reference the attached plans and spec’s. for further detail.
- It is the contractor’s choice on whether to replace the entire depth marker or to remove
the existing dark blue and place the new Sea Spec. D372 around the existing numbers.
All depth markers to remain in the same location as is on the pool deck including any
additional signs, tiles, foot markings, & inch markings. Contractor must provide a written
scope of work on how the depth markers will be fixed, to the City of Fort Collins prior to
ordering material.
9. BID SCHEDULE (Base Bid)
LUMP SUM $
In Words:
Add/Alternates:
SCHEDULE OF ALTERNATES
Alternate No. 1: Provide a square foot cost to prepare and install 1”x1” tile as
needed if any additional tile will need to be replaced.
$______________ s.f. cost
ADD/ALTERNATES:
AWARD OF THE CONTRACT IS BASED ON THE BASE BID OR AT THE CITY’S SOLE OPTION IN THE
EVENT THE CITY ELECTS TO INCLUDE ANY OF THE ALTERNATES LISTED ABOVE TO THE
LOWEST QUALIFIED RESPONSIVE AND RESPONSIBLE BIDDER BASED ON THE CUMULATIVE
TOTAL OF THE BASE BID AND ALL SELECTED ALTERNATES.
10. PRICES
The foregoing prices shall include all labor, materials, transportation, shoring, removal,
abatement, disposal, dewatering, overhead, profit, insurance, etc., to cover the complete
Work in place of the several kinds called for.
Bidder acknowledges that the OWNER has the right to delete items in the Bid or change
quantities at his sole discretion without affecting the Agreement or prices of any item so
long as the deletion or change does not exceed twenty-five percent (25%) of the total
Agreement Price.
RESPECTFULLY SUBMITTED:
CONTRACTOR
BY:
Printed Date
Title
License Number (If Applicable)
(Seal - if Bid is by corporation)
Attest:
Address
Telephone
Email
SECTION 00400
SUPPLEMENTS TO BID FORMS
00410 Bid Bond
00420 Statement of Bidder's Qualifications
00430 Schedule of Subcontractors
SECTION 00410
BID BOND
KNOW ALL MEN BY THESE PRESENTS: that we, the undersigned
as Principal, and , as Surety, are hereby held and firmly
bound unto the City of Fort Collins, Colorado, as OWNER, in the sum of $
for the payment of which, well and truly to be made, we hereby jointly and severally bind
ourselves, successors, and assigns.
THE CONDITION of this obligation is such that whereas the Principal has submitted to the City
of Fort Collins, Colorado the accompanying Bid and hereby made a part hereof to enter into a
Construction Agreement for the construction of Fort Collins Project, 8531 EPIC Pool Deck Tile
Replacement.
NOW THEREFORE,
(a) If said Bid shall be rejected, or
(b) If said Bid shall be accepted and the Principal shall execute and deliver a Contract in the
form of Contract attached hereto (properly completed in accordance with said Bid) and
shall furnish a BOND for his faithful performance of said Contract, and for payment of all
persons performing labor or furnishing materials in connection therewith, and shall in all
other respects perform the Agreement created by the acceptance of said Bid, then this
obligation shall be void; otherwise the same shall remain in force and effect, it being
expressly understood and agreed that the liability of the Surety for any and all claims
hereunder shall, in no event, exceed the penal amount of this obligation as herein
stated.
The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety
and its BOND shall be in no way impaired or affected by any extension of the time within which
the OWNER may accept such Bid; and said Surety does hereby waive notice of any such
extension.
Surety Companies executing bonds must be authorized to transact business in the State of
Colorado and be accepted by the OWNER.
IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals
this day of , 20__, and such of them as are corporations have caused
their corporate seals to be hereto affixed and these presents to be signed by their proper
officers, the day and year first set forth above.
PRINCIPAL SURETY
Name:
Address:
By: By:
Title: Title:
ATTEST:
By:
(SEAL) (SEAL)
SECTION 00420
STATEMENT OF BIDDER'S QUALIFICATIONS
All questions must be answered and the data given must be clear and comprehensive. This
statement must be notarized. If necessary, questions may be answered on separate attached
sheets. The Bidder may submit any additional information he desires.
1. Name of Bidder:
2. Permanent main office address:
3. When organized:
4. If a corporation, where incorporated:
5. How many years have you been engaged in the contracting business under your present
firm or trade name?
6. Contracts on hand: (Schedule these, showing the amount of each contract and the
appropriate anticipated dates of completion.)
7. General character of Work performed by your company:
8. Have you ever failed to complete any Work awarded to you?
If so, where and why?
9. Have you ever defaulted on a contract?
If so, where and why?
10. Are you debarred by any government agency?
If yes list agency name.
11. List the more important projects recently completed by your company, stating the
approximate cost of each, and the month and year completed, location and type of
construction.
12. List your major equipment available for this contract.
13. Experience in construction Work similar in importance to this project:
14. Background and experience of the principal members of your organization, including
officers:
15. Credit available: $
16. Bank Reference:
17. Will you, upon request, fill out a detailed financial statement and furnish any other
information that may be required by the OWNER?
18. Are you licensed as a General Contractor?
If yes, in what city, county and state?
What class, license and numbers?
19. Do you anticipate subcontracting Work under this Contract?
If yes, what percent of total contract?
And to whom?
20. Are any lawsuits pending against you or your firm at this time?
IF yes, DETAIL
21. What are the limits of your public liability? DETAIL
What company?
22. What are your company's bonding limitations?
23. The undersigned hereby authorizes and requests any person, firm or corporation to
furnish any information requested by the OWNER in verification of the recital comprising
this Statement of Bidder's Qualifications.
Dated at ________________ this ______ day of __________________, 20__.
Company:
By: Printed:
Title:
State of
County of
being duly sworn deposes and says that he
is of
(Name) (Organization)
and that the answers to the foregoing questions and all statements therein contained are true
and correct.
Subscribed and sworn to before me this _______ day of____________, 20__.
(Seal)
Notary Public
My commission expires: .
SECTION 00430
SCHEDULE OF SUBCONTRACTORS
List all subcontractors for the work items listed below and all subcontractors performing over
10% of the contract.
ITEM SUBCONTRACTOR
SECTION 00500
AGREEMENT FORMS
00510 Notice of Award
00520 Agreement
00530 Notice to Proceed
SECTION 00510
NOTICE OF AWARD
DATE: [Date]
TO: [Contractor]
PROJECT: 8531 EPIC Pool Deck Tile Replacement
OWNER: CITY OF FORT COLLINS (hereinafter referred to as "the OWNER")
You are hereby notified that your Bid dated [Contractor's Bid Date] for the above project has
been considered. You are the apparent successful Bidder and have been awarded an
Agreement for 8531 EPIC Pool Deck Tile Replacement.
The Price of your Agreement is ($ ).
Three (3) copies of each of the proposed Contract Documents (except Drawings) accompany
this Notice of Award. Three (3) sets of the Drawings will be delivered separately or otherwise
made available to you immediately.
You must comply with the following conditions precedent within fifteen (15) days of the date of
this Notice of Award, that is by [Date].
1. You must deliver to the OWNER three (3) fully executed counterparts of the Agreement
including all the Contract Documents. Each of the Contract Documents must bear your
signature on the cover of the page.
2. You must deliver with the executed Agreement the Contract Security (Bonds) as
specified in the Instructions to Bidders, General Conditions (Article 5.1) and
Supplementary Conditions.
Failure to comply with these conditions within the time specified will entitle OWNER to consider
your Bid abandoned, to annul this Notice of Award and to declare your Bid Security forfeited.
Within ten (10) days after you comply with those conditions, OWNER will return to you one (1)
fully-signed counterpart of the Agreement with the Contract Documents attached.
City of Fort Collins
OWNER
By:
Gerry Paul
Purchasing Director
SECTION 00520
AGREEMENT
THIS AGREEMENT is dated as of the [Day] day of [Month] in the year of 20[Year] and shall be
effective on the date this AGREEMENT is signed by the City.
The City of Fort Collins (hereinafter called OWNER) and
[Contractor] (hereinafter called CONTRACTOR)
OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth,
agree as follows:
ARTICLE 1. WORK
CONTRACTOR shall complete all Work as specified or indicated in the Contract
Documents. The Project for which the Work under the Contract Documents may
be the whole or only a part is defined as the construction of the 8531 EPIC Pool
Deck Tile Replacement and is generally described in Section 01010.
ARTICLE 2. ENGINEER
The Project has been designed by the City of Fort Collins, PO Box 580, Fort
Collins, CO 80522 and Davis Partnership Architects, 2901 Blake Street, Suite
100, Denver, CO 80205, who is hereinafter called ENGINEER and who will
assume all duties and responsibilities and will have the rights and authority
assigned to ENGINEER in the Contract Documents in connection with
completion of the Work in accordance with the Contract Documents.
ARTICLE 3. CONTRACT TIMES
3.1 The Work shall be Substantially Complete within Nineteen(19) calendar
days after the date when the Contract Times commence to run as provided
in the General Conditions and completed and ready for Final Payment and
Acceptance in accordance with the General Conditions within Five (5)
calendar days after Substantial Completion.
3.2. Liquidated Damages. OWNER and CONTRACTOR recognize that time is
of the essence of this Agreement and that OWNER will suffer financial loss
if the Work is not completed within the times specified in paragraph 3.1.
above, plus any extensions thereof allowed in accordance with Article 12 of
the General Conditions.
They also recognize the delays, expenses and difficulties involved in
proving in a legal preceding 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 penalty) CONTRACTOR shall pay OWNER the amounts set
forth hereafter.
1) Substantial Completion:
Five Hundred Dollars ($500.00) for each calendar day or fraction
thereof that expires after the Nineteen (19) calendar day period for
Substantial Completion of the Work until the Work is Substantially
Complete.
2) Final Acceptance:
After Substantial Completion, Two Hundred Fifty Dollars ($250.00) for
each calendar day or fraction thereof that expires after the Five (5)
calendar day period for Final Payment and Acceptance until the Work is
ready for Final Payment and Acceptance.
ARTICLE 4. CONTRACT PRICE
4.1 OWNER shall pay CONTRACTOR for performance of the Work in
accordance with the Contract Documents in current funds as follows:
($ ), in accordance with Section 00300, attached and incorporated
herein by this reference.
ARTICLE 5. PAYMENT PROCEDURES
CONTRACTOR shall submit Applications for Payment in accordance with Article
14 of the General Conditions. Applications for Payment will be processed by
ENGINEER as provided in the General Conditions.
5.1. PROGRESS PAYMENTS. OWNER shall make progress payments on
account of the Contract Price on the basis of CONTRACTOR's Application
for Payment as recommended by ENGINEER, once each month during
construction as provided below. All progress payments will be on the basis
of the progress of the Work measured by the schedule of values
established in paragraph 2.6 of the General Conditions and in the case of
Unit Price Work based on the number of units completed, and in
accordance with the General Requirements concerning Unit Price Work.
5.1.1. Prior to Substantial Completion, Owner will be entitled to withhold as
contract retainage five percent (5%) of each progress payment, but, in each
case, less the aggregate of payments previously made and less such
amounts as ENGINEER shall determine, or OWNER may withhold, in
accordance with paragraph 14.7 of the General Conditions. If , in the sole
discretion of Owner, on recommendation of Engineer, Owner determines
that the character and progress of the Work have been satisfactory to
OWNER and ENGINEER, OWNER may determine that as long as the
character and progress of the Work remain satisfactory to them, there will
be no additional retainage on account of Work completed in which case the
remaining progress payments prior to Substantial Completion will be in an
amount equal to 100% of the Work completed. 95% of materials and
equipment not incorporated in the Work (but delivered, suitably stored and
accompanied by documentation satisfactory to OWNER as provided in
paragraph 14.2 of the General Conditions) may be included in the
application Section 00960.
5.1.2. Upon Substantial Completion payment will be made in an amount
sufficient, if necessary, to increase total payments to CONTRACTOR to
95% of the Contract Price, less such amounts as ENGINEER shall
determine or OWNER may withhold in accordance with paragraph 14.7 of
the General Conditions or as provided by law.
5.2. FINAL PAYMENT. Upon Final Completion and Acceptance of the Work in
accordance with paragraph 14.13 of the General Conditions, OWNER shall
pay the remainder of the Contract Price as recommended by ENGINEER
as provided in said paragraph 14.13.
ARTICLE 6. CONTRACTOR'S REPRESENTATION
In order to induce OWNER to enter into this Agreement, CONTRACTOR makes
the following representations:
6.1. CONTRACTOR has familiarized himself with the nature and extent of the
Contract Documents, Work, site, locality, and with all local conditions and
Laws and Regulations that in any manner may affect cost, progress,
performance or furnishing of the Work.
6.2. CONTRACTOR has studied carefully all reports of explorations and tests of
subsurface conditions and drawings of physical conditions which are
identified in the Supplementary Conditions as provided in paragraph 4.2 of
the General Conditions.
6.3. CONTRACTOR has obtained and carefully studied (or assumes
responsibility for obtaining and carefully studying) all such examinations,
investigations, explorations, tests, reports, and studies (in addition to or to
supplement those referred to in paragraph 6.2 above) which pertain to the
subsurface or physical condition at or contiguous to the site or otherwise
may affect the cost, progress, performance or furnishing of the Work as
CONTRACTOR considers necessary for the performance or furnishing of
the Work at the Contract Price, within the Contract Times and in
accordance with the other terms and conditions of the Contract Documents,
including specifically the provisions of paragraph 4.2 of the General
Conditions; and no additional examinations, investigations, explorations,
tests, reports, studies or similar information or data are or will be required
by CONTRACTOR for such purposes.
6.4. CONTRACTOR has reviewed and checked all information and data shown
or indicated on the Contract Documents with respect to existing
Underground Facilities at or contiguous to the site and assumes
responsibility for the accurate location of said Underground Facilities. No
additional examinations, investigations, explorations, tests, reports, studies
or similar information or data in respect of said Underground Facilities are
or will be required by CONTRACTOR in order to perform and furnish the
Work at the Contract Price, within the Contract Times and in accordance
with the other terms and conditions of the Contract Documents, including
specifically the provision of paragraph 4.3. of the General Conditions.
6.5. CONTRACTOR has correlated the results of all such observations,
examinations, investigations, tests, reports and data with the terms and
conditions of the Contract Documents.
6.6. CONTRACTOR has given ENGINEER written notice of all conflicts, errors
or discrepancies that he has discovered in the Contract Documents and the
written resolution thereof by ENGINEER is acceptable to CONTRACTOR.
ARTICLE 7. CONTRACT DOCUMENTS
7.1 The Contract Documents which comprise the entire Agreement between
OWNER and CONTRACTOR concerning the Work consist of the General
Conditions, Supplementary Conditions, those items included in the
definition of “Contract Documents” in Article 1.10 of the General Conditions,
and such other items as are referenced in this Article 7, all of which are
incorporated herein by this reference.
7.2 Forms for use by CONTRACTOR in performing the Work and related
actions in carrying out the terms of this Agreement are deemed Contract
Documents and incorporated herein by this reference, and include, but are
not limited to, the following:
7.2.1 Certificate of Substantial Completion
7.2.2 Certificate of Final Acceptance
7.2.3 Lien Waiver Releases
7.2.4 Consent of Surety
7.2.5 Application for Exemption Certificate
7.2.6 Application for Payment
7.3 Drawings, consisting of a cover sheet and sheets numbered as follows:
N/A
The Contract Drawings shall be stamped "Final for Construction" and
dated. Any revisions made shall be clearly identified and dated.
7.4. Addenda Numbers to , inclusive.
7.5. The Contract Documents also include all written amendments and other
documents amending, modifying, or supplementing the Contract
Documents pursuant to paragraphs 3.5 and 3.6 of the General Conditions.
7.6. There are no Contract Documents other than those listed or incorporated
by reference in this Article 7. The Contract Documents may only be
amended, modified or supplemented as provided in paragraphs 3.5 and 3.6
of the General Conditions.
ARTICLE 8. MISCELLANEOUS
8.1. Terms used in this Agreement which are defined in Article I of the General
Conditions shall have the meanings indicated in the General Conditions.
8.2. No assignment by a party hereto of any rights under or interests in the
Contract Documents will be binding on another party hereto without the
written consent of the party sought to be bound; and specifically but not
without limitations, moneys that may become due and moneys that are due
may not be assigned without such consent (except to the extent that the
effect of this restriction may be limited by law), and unless specifically
stated to the contrary in any written consent to an assignment no
assignment will release or discharge that assignor from any duty or
responsibility under the Contract Document.
8.3. OWNER and CONTRACTOR each binds itself, its partners, successors,
assigns and legal representatives to the other party hereto, its partners,
successors, assigns and legal representatives in respect to all covenants,
Agreement and obligations contained in the Contract Document.
OWNER: CITY OF FORT COLLINS CONTRACTOR: [CONTRACTOR]
By: By:
GERRY PAUL
PURCHASING DIRECTOR
PRINTED
Date:
Title:
Date:
Attest: (CORPORATE SEAL)
City Clerk
Address for giving notices:
P. O. Box 580
Fort Collins, CO 80522 Attest:
Approved as to Form Address for giving notices:
Assistant City Attorney II
License No.:
SECTION 00530
NOTICE TO PROCEED
Description of Work: 8531 EPIC Pool Deck Tile Replacement
To: [Contractor]
This notice is to advise you:
That the contract covering the above described Work has been fully executed by the
CONTRACTOR and the OWNER.
That the required CONTRACTOR's Performance Bond and Payment Bond have been received
by the OWNER.
That the OWNER has approved the said Contract Documents.
Therefore, as the CONTRACTOR for the above described Work, you are hereby authorized and
directed to proceed within ( ) calendar days from receipt of this notice as
required by the Agreement.
Dated this day of , 20 .
The dates for Substantial Completion and Final Acceptance shall be , 20_ and
, 20__, respectively.
City of Fort Collins
OWNER
By:
Title:
ACKNOWLEDGMENT OF NOTICE
Receipt of the above Notice to Proceed is hereby acknowledged this day of
, 20__.
CONTRACTOR: [Contractor]
By:
Title:
SECTION 00600
BONDS AND CERTIFICATES
00610 Performance Bond
00615 Payment Bond
00630 Certificate of Insurance
00635 Certificate of Substantial Completion
00640 Certificate of Final Acceptance
00650 Lien Waiver Release (CONTRACTOR)
00660 Consent of Surety
00670 Application for Exemption Certificate
SECTION 00610
PERFORMANCE BOND
Bond No.
KNOW ALL MEN BY THESE PRESENTS: that
(firm)
(address)
(an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and
(Firm)
(Address)
hereinafter referred to as "the Surety", are held and firmly bound unto City of Fort Collins, 300
Laporte Ave, Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to as
the "OWNER", in the penal sum of ($ ) in lawful money of the United States, for the
payment of which sum well and truly to be made, we bind ourselves, successors and assigns,
jointly and severally, firmly by these presents.
THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a
certain Agreement with the OWNER, dated the [Day] day of [Month] in the year of 20[Year], a
copy of which is hereto attached and made a part hereof for the performance of The City of Fort
Collins Project, 8531 EPIC Pool Deck Tile Replacement.
NOW, THEREFORE, if the Principal shall well, truly and faithfully perform its duties, all the
undertakings, covenants, terms, conditions and agreements of said Agreement during the
original term thereof, and any extensions thereof which may be granted by the OWNER, with or
without Notice to the Surety and during the life of the guaranty period, and if the Principal shall
satisfy all claims and demands incurred under such Agreement, and shall fully indemnify and
save harmless the OWNER from all cost and damages which it may suffer by reason of failure
to do so, and shall reimburse and repay the OWNER all outlay and expense which the OWNER
may incur in making good any default then this obligation shall be void; otherwise to remain in
full force and effect.
PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees
that no change, extension of time, alteration or addition to the terms of the Agreement or to the
Work to be performed thereunder or the Specifications accompanying the same shall in any way
affect its obligation on this bond; and it does hereby waive notice of any such change, extension
of time, alteration or addition to the terms of the Agreement or to the Work or to the
Specifications.
PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR
shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied.
PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in
the State of Colorado and be acceptable to the OWNER.
IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of
which shall be deemed an original, this _____ day of _____ ____, 20__.
IN PRESENCE OF: Principal
(Title) (Title)
(Corporate Seal)
(Address)
IN PRESENCE OF: Other Partners
_____________________________ By:
_____________________________ By:
IN PRESENCE OF: Surety
_____________________________ By:_____________________________________
_____________________________
(Address)
(Surety Seal)
NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is
Partnership, all partners should execute Bond.
SECTION 00615
PAYMENT BOND
Bond No.
KNOW ALL MEN BY THESE PRESENTS: that
(firm)
(address)
(an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and
(Firm)
(Address)
hereinafter referred to as "the Surety", are held and firmly bound unto the City of Fort Collins,
300 Laporte Ave., Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to
as "the OWNER", in the penal sum of ($ ) in lawful money of the United States, for
the payment of which sum well and truly to be made, we bind ourselves, successors and
assigns, jointly and severally, firmly by these presents.
THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a
certain Agreement with the OWNER, dated the [Day] day of [Month] in the year of 20[Year], a
copy of which is hereto attached and made a part hereof for the performance of The City of Fort
Collins Project, 8531 EPIC Pool Deck Tile Replacement.
NOW, THEREFORE, if the Principal shall make payment to all persons, firms, subcontractors,
and corporations furnishing materials for or performing labor in the prosecution of the Work
provided for in such Agreement and any authorized extension or modification thereof, including
all amounts due for materials, lubricants, repairs on machinery, equipment and tools,
consumed, rented or used in connection with the construction of such Work, and all insurance
premiums on said Work, and for all labor, performed in such Work whether by subcontractor or
otherwise, then this obligation shall be void; otherwise to remain in full force and effect.
PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees
that no change, extension of time, alteration or addition to the terms of the Agreement or to the
Work to be performed thereunder or the Specifications accompanying the same shall in any way
affect its obligation on this bond; and it does hereby waive notice of any such change, extension
of time, alteration or addition to the terms of the Agreement or to the Work or to the
Specifications.
PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR
shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied.
PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in
the State of Colorado and be acceptable to the OWNER.
IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts,
each one of which shall be deemed an original, this day of , 20__.
IN PRESENCE OF: Principal
(Title) (Title)
(Corporate Seal)
(Address)
IN PRESENCE OF: Other Partners
_____________________________ By:
_____________________________ By:
IN PRESENCE OF: Surety
_____________________________ By:_____________________________________
_____________________________
(Address)
(Surety Seal)
NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is
Partnership, all partners should execute Bond.
SECTION 00630
CERTIFICATE OF INSURANCE
CONTRACTOR shall insert his own standard form for Certificate of Insurance in accordance
with the following requirements:
1. The Contractor will provide, from insurance companies acceptable to the City, the
insurance coverage designated hereinafter and pay all costs. Before commencing work
under this bid, the Contractor shall furnish the City with certificates of insurance showing
the type, amount, class of operations covered, effective dates and date of expiration of
policies, and containing substantially the following statement:
“The insurance evidenced by this Certificate will not reduce coverage or limits and
will not be cancelled, except after thirty (30) days written notice has been received
by the City of Fort Collins.”
In case of the breach of any provision of the Insurance Requirements, the City, at its
option, may take out and maintain, at the expense of the Contractor, such insurance as
the City may deem proper and may deduct the cost of such insurance from any monies
which may be due or become due the Contractor under this Agreement. The City, its
officers, agents and employees shall be named as additional insureds on the
Contractor’s general liability and automobile liability insurance policies for any claims
arising out of work performed under this Agreement.
2. Insurance coverages shall be as follows:
A. Workers' Compensation & Employer's Liability. The Contractor shall maintain
during the life of this Agreement for all of the Contractor's employees engaged in
work performed under this agreement:
1. Workers' Compensation insurance with statutory limits as required by
Colorado law.
2. Employer's Liability insurance with limits of $100,000 per accident,
$500,000 disease aggregate, and $100,000 disease each employee.
B. Commercial General & Vehicle Liability. The Contractor shall maintain during the
life of this Agreement such commercial general liability and automobile liability
insurance as will provide coverage for damage claims of personal injury, including
accidental death, as well as for claims for property damage, which may arise
directly or indirectly from the performance of work under this Agreement.
Coverage for property damage shall be on a "broad form" basis. The amount of
insurance for each coverage, Commercial General and Vehicle, shall not be less
than $1,000,000 combined single limits for bodily injury and property damage.
In the event any work is performed by a subcontractor, the Contractor shall be responsible for
any liability directly or indirectly arising out of the work performed under this Agreement by a
subcontractor, which liability is not covered by the subcontractor's insurance
SECTION 00635
CERTIFICATE OF SUBSTANTIAL COMPLETION
TO: CITY OF FORT COLLINS (OWNER)
DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE: 8531 EPIC Pool Deck
Tile Replacement
PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins, Colorado
INCLUDE:
OWNER: City of Fort Collins
CONTRACTOR: [Contractor]
CONTRACT DATE: [Date]
The Work performed under this contract has been inspected by authorized representatives of
the OWNER, CONTRACTOR, and the ENGINEER and the project or specified part of the
project, as indicated above) is hereby declared to be substantially completed on the above date.
A tentative list of items to be completed or corrected is appended hereto. This list may not be
exhaustive, and the failure to include an item on it does not alter the responsibility of the
CONTRACTOR to complete all the Work in accordance with the Contract Documents.
ENGINEER AUTHORIZED REPRESENTATIVE
DATE
The CONTRACTOR accepts the above Certificate of Substantial Completion and agrees to
complete and correct the items on the tentative list within the time indicated.
CONTRACTOR AUTHORIZED REPRESENTATIVE
DATE
The OWNER accepts the project or specified area of the project as substantially complete and
will assume full possession of the project or specified area of the project at 12:01 a.m., on
. The responsibility for heat, utilities, security, and insurance under
the Contract Documents shall be as set forth under "Remarks" below.
CITY OF FORT COLLINS, COLORADO By:
OWNER AUTHORIZED REPRESENTATIVE
DATE
REMARKS:
SECTION 00640
CERTIFICATE OF FINAL ACCEPTANCE
, 20__
TO: [Contractor]
Gentlemen:
You are hereby notified that on the day of , 20__, the City of
Fort Collins, Colorado, has accepted the Work completed by [Contractor] for the City of Fort
Collins project, 8531 EPIC Pool Deck Tile Replacement.
A check is attached hereto in the amount of $ as Final
Payment for all Work done, subject to the terms of the Contract Documents which are dated
[Contract Date].
In conformance with the Contract Documents for this project, your obligations and guarantees
will continue for the specified time from the following date:____________ _, 20__.
Sincerely,
OWNER: City of Fort Collins
By:
Title:
ATTEST:
Title:
SECTION 00650
LIEN WAIVER RELEASE
(CONTRACTOR)
TO: City of Fort Collins, Colorado (OWNER)
FROM: [Contractor] (CONTRACTOR)
PROJECT: 8531 EPIC Pool Deck Tile Replacement
1. The CONTRACTOR acknowledges having received payment, except retainage from the
OWNER for all work, labor, skill and material furnished, delivered and performed by the
CONTRACTOR for the OWNER or for anyone in the construction, design, improvement,
alteration, addition or repair of the above described project.
2. In consideration of such payment and other good and valuable consideration, the receipt
and adequacy of which are hereby acknowledged, the CONTRACTOR voluntarily waives
all rights, claims and liens, including but not limited to, mechanic's liens, Miller Act claims
(40 U.S.C.A. 270 a and b), stop notices, equitable liens and labor and material bond rights
which the CONTRACTOR may now or may afterward have, claim or assert for all and any
work, labor, skill or materials furnished, delivered or performed for the construction,
design, improvement, alteration, addition or repair of the above described project, against
the OWNER or its officers, agents, employees or assigns, against any fund of or in the
possession or control of the OWNER, against the project or against all land and the
buildings on and appurtenances to the land improved by the project.
3. The CONTRACTOR affirms that all work, labor and materials, furnished, delivered or
performed to or for the construction, design, improvement, alteration, addition or repair of
the project were furnished, delivered or performed by the CONTRACTOR or its agents,
employees, and servants, or by and through the CONTRACTOR by various
Subcontractors or materialmen or their agents, employees and servants and further
affirms the same have been paid in full and have released in full any and all existing or
possible future mechanic's liens or rights or claims against the project or any funds in the
OWNER'S possession or control concerning the project or against the OWNER or its
officers, agents, employees or assigns arising out of the project.
4. The CONTRACTOR agrees to defend and hold harmless the OWNER, the lender, if any,
and the Surety on the project against and from any claim hereinafter made by the
CONTRACTOR'S Subcontractors, materialmen, employees, servants, agents or assigns
against the project or against the OWNER or its officers, employees, agents or assigns
arising out of the project for all loss, damage and costs, including reasonable attorneys
fees, incurred as a result of such claims.
5. The parties acknowledge that the description of the project set forth above constitutes and
adequate description of the property and improvements to which this Lien Waiver Release
pertains. It is further acknowledged that this Lien Waiver Release is for the benefit of and
may be relied upon by the OWNER, the lender, if any, and Surety on any labor and
material bonds for the project.
Signed this day of , 20__.
CONTRACTOR: [CONTRACTOR]
By:
Title:
ATTEST:
Secretary
STATE OF COLORADO )
)ss.
COUNTY OF LARIMER )
Subscribed and sworn to before me this day of 20__,
by .
Witness my hand and official seal.
Notary Public
My Commission Expires:
SECTION 00660
CONSENT OF SURETY
TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER")
CONTRACTOR: [Contractor]
PROJECT: 8531 EPIC Pool Deck Tile Replacement
CONTRACT DATE: [Date]
In accordance with the provisions of the Contract between the OWNER and the CONTRACTOR
as indicated above, for .
(Surety)
on bond of
hereby approves of the Final Payment to the CONTRACTOR, and agrees that Final Payment to
the CONTRACTOR shall not relieve the Surety Company of any of its obligations to the
OWNER, as set forth in the said Surety Company's Bond.
IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this
day of , 20____ .
(Surety Company)
By:
ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in-Fact.
SECTION 00670
APPLICATION FOR EXEMPTION CERTIFICATE
SECTION 00700
GENERAL CONDITIONS
SECTION 00800
SUPPLEMENTARY CONDITIONS
SECTION 00800
SUPPLEMENTARY CONDITIONS
Conditions of the Contract
These Supplementary Conditions amend or supplement the General Conditions of the
Construction Contract (EJCDC General Conditions 1910-8, 1990 edition with City of Fort Collins
modifications) and other provisions of the Contract Documents as indicated below.
SC-4.2 Subsurface and Physical Conditions:
A. Add the following language to paragraph 4.2.1 of the General Conditions.
4.2.1.1.1 The following report(s) of exploration and tests of subsurface conditions
at the site of the Work:
Contractor may rely upon the accuracy of the technical data contained in the
geotechnical documents, but not upon nontechnical data, interpretations or
opinions contained therein or upon the completeness of any information in the
report.
B. 4.2.1.2.1 No drawing of physical conditions in or relating to existing surface or
subsurface structures (except Underground Facilities referred to in Paragraph
4.3) which are at or contiguous to the site have been utilized by the Engineer in
preparation of the Contract Documents, except the following:
Lead Inspection Report, dated June 7, 2016, by Reservoirs
Environmental Inc.
SC-5.4.8 Limits of Liability
A. Add the following language at the end of paragraph 5.4.8.
The limits of liability for the insurance required by the paragraph numbers
of the General Conditions listed below are as follows:
5.4.1 and 5.4.2
Coverage A - Statutory Limits
Coverage B - $100,000/$100,000/$500,000
5.4.3 and 5.4.5 Commercial General Liability policy will have limits
of $1,000,000 combined single limits (CSL). This policy will
include coverage for Explosion, Collapse, and Underground
coverage unless waived by the Owner.
5.4.6 The Comprehensive Automobile Liability Insurance policy
will have limits of $1,000,000 combined single limits (CSL).
5.4.9 This policy will include completed operations
coverage/product liability coverage with limits of $1,000,000
combined single limits (CSL).
SC-8.10 OWNER’s Project Manager
A. Add the following language to ARTICLE 8:
8.10. The OWNER will provide a Project Manager. The CONTRACTOR
shall direct all questions concerning Contract interpretation,
Change Orders, and other requests for clarification or instruction
to the Project Manager.
8.10.1 Authority: The Project Manager will be the OWNER's
representative during the construction of the project. The Project
Manager shall have the authority set forth in the OWNER's Capital
Project Procedures Manual. The Project Manager shall have the
authority to reject work and materials whenever such rejection
may be necessary to ensure the proper performance of the Work
in accordance with the Contract Documents.
8.10.2 Duties and Responsibilities: The Project Manager will make
periodic visits to the project site to observe the progress and
quality of the Work and to determine, in general, if the Work is
proceeding in accordance with the Contract Documents. The
Project Manager shall not be required to make comprehensive or
continuous inspections to check the progress or quality of the
Work. The Project Manager shall not be responsible for
construction means, methods, techniques, sequences, or
procedures, or for safety precautions or programs in connection
with the Work, or for any failure of the Contractor to comply with
laws and regulation applicable to the performance or furnishing of
the Work. Visits and observations made by the Project Manager
shall not relieve the CONTRACTOR of his obligation to conduct
comprehensive inspections of the Work, to furnish materials and
perform acceptable Work, and to provide adequate safety
precautions in conformance with the Contract Documents. The
Project Manager shall at all times have access to the Work. The
CONTRACTOR shall provide facilities for such access so the
Project Manager may perform his or her functions under the
Contract Documents.
8.10.3 One or more Resident Construction Inspector(s) (RCI) may be
assigned to assist the Project Manager in providing observation of
the Work, to determine whether or not the Work is proceeding
according to the construction documents. CONTRACTOR will
receive written notification from the OWNER of any RCI
assignments. The RCI shall not supervise, direct or have control
or authority over, nor be responsible for, CONTRACTOR's means,
methods, techniques, sequences or procedures of construction or
the safety precautions and programs incident thereto, or for any
failure of CONTRACTOR to comply with Laws and Regulations
applicable to the furnishing or performance of the Work. The RCI
will not be responsible for CONTRACTOR's failure to perform or
furnish the Work in accordance with the Contract Documents.
The RCI's dealings in matters pertaining to the on-site work will be
to keep the Project Manager properly apprised about such
matters.
8.10.4 Communications: All instructions, approvals, and decisions of the
Project Manager shall be in writing. The CONTRACTOR may not
rely on instructions, approvals, or decisions of the Project
Manager until the same are reduced to writing.
SC-12.3 Add the following language to the end of paragraph 12.3.
Contractor will include in the project schedule three (3) days lost due to abnormal
weather conditions.
SC-13.12 Correction Period:
13.12.1 If within one year after the date of Substantial Completion or such
longer period of time as may be prescribed by Laws or Regulations or
by the terms of any applicable special guarantee required by the
Contract Documents or by any specific provision of the Contract
Documents, an Work is found to be defective, CONTRACTOR shall
promptly, without cost to OWNER and in accordance with OWNER’s
written instructions . . .
SECTION 00900
ADDENDA, MODIFICATIONS AND PAYMENT
00950 Contract Change Order
00960 Application for Payment
SECTION 00950
CHANGE ORDER NO.
PROJECT TITLE: 8531 EPIC Pool Deck Tile Replacement
CONTRACTOR: [Contractor]
DESCRIPTION:
1. Reason for change:
2. Description of Change:
3. Change in Contract Cost:
4. Change in Contract Time:
ORIGINAL CONTRACT COST $ .00
TOTAL APPROVED CHANGE ORDER .00
TOTAL PENDING CHANGE ORDER .00
TOTAL THIS CHANGE ORDER .00
TOTAL % OF THIS CHANGE ORDER %
TOTAL C.O.% OF ORIGNINAL CONTRACT %
ADJUSTED CONTRACT COST $ .00
(Assuming all change orders approved)
ACCEPTED BY: DATE:
Contractor's Representative
ACCEPTED BY: DATE:
Project Manager
REVIEWED BY: DATE:
Title:
APPROVED BY: DATE:
Title:
APPROVED BY: DATE:
Purchasing Agent over $60,000
cc: City Clerk Contractor Engineer
Project File Architect Purchasing
SECTION 00960
APPLICATION FOR PAYMENT
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project #: DPA 15809.00
CERAMIC TILING
09 3013 - 1
SECTION 09 3013 - CERAMIC TILING
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
Section Includes:
Ceramic mosaic tile 'CT-1' associated with pool deck tile replacement required by
renovation work.
1. Ceramic cove base tile 'CT-2' associated with replacement of cove base tile at
perimeter walls and columns within project scope.
2. Waterproof membrane for thinset applications associated with pool deck tile work.
Related Requirements:
Section 07 9200 "Joint Sealants" for sealing of expansion, contraction, control, and
isolation joints in tile surfaces.
3. Section 13 1104 "SP Ceramic Tile" for tiling of pool surfaces, gutters, depth
markers, lane lines, and top of pool bond beam back to expansion joint around
perimeter of pool shell. GC to provide separate tile submittals for tile addressed
under Division 13. Tile beyond perimeter expansion joint is considered 'deck tile'
and is addressed in this specification section 09 3013.
1.3 DEFINITIONS
General: Definitions in the ANSI A108 series of tile installation standards and in ANSI A137.1
apply to Work of this Section unless otherwise specified.
A. ANSI A108 Series: ANSI A108.01, ANSI A108.02, ANSI A108.1A, ANSI A108.1B,
ANSI A108.1C, ANSI A108.4, ANSI A108.5, ANSI A108.6, ANSI A108.8, ANSI A108.9,
ANSI A108.10, ANSI A108.11, ANSI A108.12, ANSI A108.13, ANSI A108.14,
ANSI A108.15, ANSI A108.16, and ANSI A108.17, which are contained in its
"Specifications for Installation of Ceramic Tile."
B. Module Size: Actual tile size plus joint width indicated.
C. Face Size: Actual tile size, excluding spacer lugs.
1.4 PREINSTALLATION MEETINGS
Preinstallation Conference: Conduct conference at Project site; date/time TBD.
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project #: DPA 15809.00
CERAMIC TILING
09 3013 - 2
Review requirements in ANSI A108.01 for substrates and for preparation by other
trades.
1. Examine existing conditions on site with owner to discuss and determine extents of
any lead abatement associated with dark blue colored tile demolition and extents
of tile replacement associated with deck work required by renovations.
2. Coordinate with owner, architect, and aquatic engineer to determine final extents
of tile and deck demolition. Pool deck was recently partially retiled, and owner
may wish to maintain portions of this work at their discretion – contractor is
responsible for establishing extents of tile demolition.
3. Contractor is responsible for determining final deck drain elevations and extents of
‘floating’ or grinding slab to achieve ADA compliant and health department
required deck slopes within limits of project scope.
4. Coordinate with owner to determine scope of any necessary additional surveying
or other means of analysis of existing deck and drain elevations to help inform
deck retiling and drain replacement work PRIOR TO BEGINNING DEMOLITION.
1.5 ACTION SUBMITTALS
Product Data: For each type of product.
Shop Drawings: Show locations of each type of tile and tile pattern. Show widths, details, and
locations of expansion, contraction, control, and isolation joints in tile substrates and
finished tile surfaces.
A. Samples for Verification:
Full-size units of each type and composition of tile and for each color and finish
required.[ For ceramic mosaic tile in color blend patterns, provide full sheets of
each color blend.]
1. Full-size units of each type of trim and accessory for each color and finish required.
1.6 INFORMATIONAL SUBMITTALS
Qualification Data: For Installer.
A. Master Grade Certificates: For each shipment, type, and composition of tile, signed by
tile manufacturer and Installer.
B. Product Certificates: For each type of product.
C. Product Test Reports: For tile-setting and -grouting products and certified porcelain tile.
1.7 MAINTENANCE MATERIAL SUBMITTALS
Furnish extra materials that match and are from same production runs as products installed and
that are packaged with protective covering for storage and identified with labels
describing contents.
Tile and Trim Units: Furnish quantity of full-size units equal to 1 extra box for each type,
composition, color, pattern, and size indicated.
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project #: DPA 15809.00
CERAMIC TILING
09 3013 - 3
1. Grout: Furnish quantity of grout equal to 3 percent of amount installed for each
type, composition, and color indicated.
1.8 QUALITY ASSURANCE
Installer Qualifications:
Installer has not less than three years’ experience in ceramic tile installations similar in
size, scope, and installation procedures required for this project.
1. Submit a list of five contracts decently completed with names of Architects and
General Contractors involved to Owner and Architect.
1.9 DELIVERY, STORAGE, AND HANDLING
Deliver and store packaged materials in original containers with seals unbroken and labels intact
until time of use. Comply with requirements in ANSI A137.1 for labeling tile packages.
A. Store tile and cementitious materials on elevated platforms, under cover, and in a dry
location.
B. Store aggregates where grading and other required characteristics can be maintained
and contamination can be avoided.
C. Store liquid materials in unopened containers and protected from freezing.
D. Handle tile that has temporary protective coating on exposed surfaces to prevent coated
surfaces from contacting backs or edges of other units. If coating does contact bonding
surfaces of tile, remove coating from bonding surfaces before setting tile.
1.10 FIELD CONDITIONS
Environmental Limitations: Do not install tile until construction in spaces is complete and
ambient temperature and humidity conditions are maintained at the levels indicated in
referenced standards and manufacturer's written instructions.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
Source Limitations for Tile: Obtain tile of each type from single source or producer.
Obtain tile of each type and color or finish from same production run and of consistent
quality in appearance and physical properties for each contiguous area.
Source Limitations for Setting and Grouting Materials: Obtain ingredients of a uniform quality for
each mortar, adhesive, and grout component from single manufacturer and each
aggregate from single source or producer.
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project #: DPA 15809.00
CERAMIC TILING
09 3013 - 4
Obtain setting and grouting materials, except for unmodified Portland cement and
aggregate, from single manufacturer.
Source Limitations for Other Products: Obtain each of the following products specified in this
Section from a single manufacturer:
Waterproof membrane.
1. Tile setting adhesive.
2.2 PRODUCTS, GENERAL
ANSI Ceramic Tile Standard: Provide tile that complies with ANSI A137.1 for types,
compositions, and other characteristics indicated.
Provide tile complying with Standard grade requirements unless otherwise indicated.
ANSI Standards for Tile Installation Materials: Provide materials complying with ANSI A108.02,
ANSI standards referenced in other Part 2 articles, ANSI standards referenced by TCNA
installation methods specified in tile installation schedules, and other requirements
specified.
A. Factory Blending: For tile exhibiting color variations within ranges, blend tile in factory
and package so tile units taken from one package show same range in colors as those
taken from other packages and match approved Samples.
B. Mounting: For factory-mounted tile, provide back- or edge-mounted tile assemblies as
standard with manufacturer unless otherwise indicated.
Where tile is indicated for installation in swimming pools or in wet areas, do not use back-
or edge-mounted tile assemblies unless tile manufacturer specifies in writing that
this type of mounting is suitable for installation indicated and has a record of
successful in-service performance.
2.3 TILE PRODUCTS
Ceramic Tile Type [CT-1]: unglazed ceramic mosaic tile.
Manufacturers: Subject to compliance with requirements, provide products by the
following (NO SUBSTITUTIONS):
1. Provide basis of design product indicated herein.
2. Composition: Vitreous or impervious natural clay or porcelain.
3. Module Size: 1 by 1 inch .
4. Face: Speckled or solid color appearance, with cushion edges.
5. Surface: Smooth, without abrasive admixture.
6. Dynamic Coefficient of Friction: Not less than 0.42.
7. Tile Color and Pattern: As indicated by manufacturer's designations.
DalTile #D037 'Pepper White (Group 1)' Field Color.
a. DalTile #D148 'Spa' (Group 1) Checkered Blend Color.
Grout Color: As selected by Architect from manufacturer's full range.
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project #: DPA 15809.00
CERAMIC TILING
09 3013 - 5
Ceramic Tile Type [CT-2]: Glazed ceramic tile.
Manufacturers: Subject to compliance with requirements, provide the following (NO
SUBSTITUTIONS):
8. Basis-of-Design Product:
Daltile - SEMI-GLOSS Glazed ceramic tile
Face Size: 6"W by 4 1/4"H (Daltile shape S-3419T 'Sanitary Cove').
9. Face Size Variation: Rectified.
10. Thickness: 5/16 inch.
11. Dynamic Coefficient of Friction: N/A
12. Tile Color, Glaze, and Pattern: As indicated by manufacturer's designations.
DalTile #0100 'White (Group 1)'
Grout Color: As selected by Architect from manufacturer's full range
2.4 WATERPROOF MEMBRANE
General: Manufacturer's standard product that complies with ANSI A118.10 and is
recommended by the manufacturer for the application indicated. Include reinforcement
and accessories recommended by manufacturer.
Waterproofing and Tile-Setting Adhesive: One-part, fluid-applied product intended for use as
both waterproofing and tile-setting adhesive in a two-step process.
Products: Subject to compliance with requirements, provide one of the following:
Boiardi Products Corporation; a QEP company; Elastiment 324 Waterproofing,
Anti-Fracture/Crack Suppressant and Tile Setting Adhesive.
a. Bostik, Inc; Hydroment Ultra-Set Advanced.
b. Custom Building Products; Redgard.
2.5 SETTING MATERIALS
Portland Cement Mortar (Thickset) Installation Materials: ANSI A108.02.
Standard Dry-Set Mortar (Thinset): ANSI A118.1.
Manufacturers: Subject to compliance with requirements, provide products by one of the
following:
Bostik, Inc.
a. Custom Building Products.
b. Laticrete International, Inc.
c. MAPEI Corporation.
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project #: DPA 15809.00
CERAMIC TILING
09 3013 - 6
2.6 GROUT MATERIALS
High-Performance Tile Grout: ANSI A118.7.
Manufacturers: Subject to compliance with requirements, available manufacturers
offering products that may be incorporated into the Work include, but are not
limited to, the following:
ARDEX GmbH.
a. Bostik, Inc.
b. Custom Building Products.
c. Laticrete International, Inc.
d. MAPEI Corporation.
Polymer Type: Acrylic resin or styrene-butadiene rubber in liquid-latex form for addition
to prepackaged dry-grout mix.
Grout for Pregrouted Tile Sheets: Same product used in factory to pregrout tile sheets.
2.7 MISCELLANEOUS MATERIALS
A. Metal Edge Flooring Transition Trims: Angle or L-shaped, height to match tile and
setting-bed thickness, metallic or combination of metal and PVC or neoprene base,
designed specifically for flooring applications; stainless-steel, ASTM A 666, 300 Series
exposed-edge material.
Manufacturers: Subject to compliance with requirements, available manufacturers
offering products that may be incorporated into the Work include, but are not
limited to, the following:
1. Basis-of-Design Product: Subject to compliance with requirements, provide
Schluter Systems L.P.; Reno-V & Reno-Ramp or comparable product by one of
the following:
Blanke Corporation.
a. Ceramic Tool Company, Inc.
b. Schluter Systems L.P.
Tile Cleaner: A neutral cleaner capable of removing soil and residue without harming tile and
grout surfaces, specifically approved for materials and installations indicated by tile and
grout manufacturers.
B. Floor Sealer: Manufacturer's standard product for sealing grout joints and that does not
change color or appearance of grout.
Products: Subject to compliance with requirements, available products that may be
incorporated into the Work include, but are not limited to, the following:
Custom Building Products; Grout Sealer.
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project #: DPA 15809.00
CERAMIC TILING
09 3013 - 7
2.8 MIXING MORTARS AND GROUT
Mix mortars and grouts to comply with referenced standards and mortar and grout
manufacturers' written instructions.
A. Add materials, water, and additives in accurate proportions.
B. Obtain and use type of mixing equipment, mixer speeds, mixing containers, mixing time,
and other procedures to produce mortars and grouts of uniform quality with optimum
performance characteristics for installations indicated.
PART 3 - EXECUTION
3.1 EXAMINATION
Examine substrates, areas, and conditions where tile will be installed, with Installer present, for
compliance with requirements for installation tolerances and other conditions affecting
performance of the Work.
Verify that substrates for setting tile are firm; dry; clean; free of coatings that are
incompatible with tile-setting materials, including curing compounds and other
substances that contain soap, wax, oil, or silicone; and comply with flatness
tolerances required by ANSI A108.01 for installations indicated.
1. Verify that concrete substrates for tile floors installed with adhesives or thinset
mortar comply with surface finish requirements in ANSI A108.01 for installations
indicated.
Verify that surfaces that received a steel trowel finish have been mechanically
scarified.
a. Verify that protrusions, bumps, and ridges have been removed by sanding or
grinding.
Verify that installation of grounds, anchors, recessed frames, electrical and mechanical
units of work, and similar items located in or behind tile has been completed.
2. Verify that joints and cracks in tile substrates are coordinated with tile joint
locations; if not coordinated, adjust joint locations in consultation with Architect.
Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 PREPARATION
Fill cracks, holes, and depressions in concrete substrates for tile floors installed with adhesives
or thinset mortar with trowelable leveling and patching compound specifically
recommended by tile-setting material manufacturer.
A. Where indicated, prepare substrates to receive waterproofing by applying a reinforced
mortar bed that complies with ANSI A108.1A and is sloped 1/4 inch per foot toward
drains.
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project #: DPA 15809.00
CERAMIC TILING
09 3013 - 8
B. Blending: For tile exhibiting color variations, verify that tile has been factory blended and
packaged so tile units taken from one package show same range of colors as those
taken from other packages and match approved Samples. If not factory blended, either
return to manufacturer or blend tiles at Project site before installing.
3.3 CERAMIC TILE INSTALLATION
Comply with TCNA's "Handbook for Ceramic, Glass, and Stone Tile Installation" for TCNA
installation methods specified in tile installation schedules. Comply with parts of the
ANSI A108 series "Specifications for Installation of Ceramic Tile" that are referenced in
TCNA installation methods, specified in tile installation schedules, and apply to types of
setting and grouting materials used.
For the following installations, follow procedures in the ANSI A108 series of tile
installation standards for providing 95 percent mortar coverage:
Tile floors in wet areas.
a. Tile swimming pool decks.
b. Tile floors consisting of tiles 8 by 8 inches or larger.
Extend tile work into recesses and under or behind equipment and fixtures to form complete
covering without interruptions unless otherwise indicated. Terminate work neatly at
obstructions, edges, and corners without disrupting pattern or joint alignments.
B. Accurately form intersections and returns. Perform cutting and drilling of tile without
marring visible surfaces. Carefully grind cut edges of tile abutting trim, finish, or built-in
items for straight aligned joints. Fit tile closely to electrical outlets, piping, fixtures, and
other penetrations so plates, collars, or covers overlap tile.
C. Provide manufacturer's standard trim shapes where necessary to eliminate exposed tile
edges.
D. Where accent tile differs in thickness from field tile, vary setting-bed thickness so that
tiles are flush.
E. Jointing Pattern: Lay tile in grid pattern unless otherwise indicated. Lay out tile work and
center tile fields in both directions in each space or on each wall area. Lay out tile work to
minimize the use of pieces that are less than half of a tile. Provide uniform joint widths
unless otherwise indicated.
Where tiles are specified or indicated to be whole integer multiples of adjoining tiles on
floor, base, walls, or trim, align joints unless otherwise indicated.
Joint Widths: Unless otherwise indicated, install tile with the following joint widths:
Porcelain Tile: 1/4 inch .
F. Expansion Joints: Provide expansion joints and other sealant-filled joints, including
control, contraction, and isolation joints, where indicated. Form joints during installation
of setting materials, mortar beds, and tile. Do not saw-cut joints after installing tiles.
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project #: DPA 15809.00
CERAMIC TILING
09 3013 - 9
Where joints occur in concrete substrates, locate joints in tile surfaces directly above
them.
Metal Edge Strips: Install where exposed edge of tile flooring meets carpet, wood, or other
flooring that finishes flush with or below top of tile and no threshold is indicated.
G. Floor Sealer: Apply floor sealer to grout joints according to floor-sealer manufacturer's
written instructions. As soon as floor sealer has penetrated grout joints, remove excess
sealer and sealer from tile faces by wiping with soft cloth.
3.4 WATERPROOFING INSTALLATION
Install waterproofing to comply with ANSI A108.13 and manufacturer's written instructions to
produce waterproof membrane of uniform thickness that is bonded securely to substrate.
A. Allow waterproofing to cure and verify by testing that it is watertight before installing tile
or setting materials over it.
3.5 ADJUSTING AND CLEANING
Remove and replace tile that is damaged or that does not match adjoining tile. Provide new
matching units, installed as specified and in a manner to eliminate evidence of
replacement.
A. Cleaning: On completion of placement and grouting, clean all ceramic tile surfaces so
they are free of foreign matter.
Remove grout residue from tile as soon as possible.
1. Clean grout smears and haze from tile according to tile and grout manufacturer's
written instructions but no sooner than 10 days after installation. Use only cleaners
recommended by tile and grout manufacturers and only after determining that
cleaners are safe to use by testing on samples of tile and other surfaces to be
cleaned. Protect metal surfaces and plumbing fixtures from effects of cleaning.
Flush surfaces with clean water before and after cleaning.
3.6 PROTECTION
Protect installed tile work with kraft paper or other heavy covering during construction period to
prevent staining, damage, and wear. If recommended by tile manufacturer, apply coat of
neutral protective cleaner to completed tile walls and floors.
A. Prohibit foot and wheel traffic from tiled floors for at least seven days after grouting is
completed.
B. Before final inspection, remove protective coverings and rinse neutral protective cleaner
from tile surfaces.
END OF SECTION 09 3013
City of Fort Collins
EPIC Pool Renovations
Fort Collins, Colorado
Project #: DPA 15809.00
CERAMIC TILING
09 3013 - 10
COMPLIANCE / ENGINEERING / REMEDIATION
LT Environmental Inc.
4600 West 60th Avenue
Arvada, Colorado 80003
T 303.433.9788 / F 303.433.1432
February 12, 2016
Mr. Ethan Cozzens
City of Fort Collins
Facilities Project Manager
300 LaPorte Avenue, Building B
Fort Collins, Colorado 80522-0580
RE: Limited Asbestos and Lead-Based Paint Survey for Renovation
Epic Swim Center
1801 Riverside Avenue
Fort Collins, Colorado 80525
Dear Mr. Cozzens:
LT Environmental, Inc. (LTE) has prepared this report on behalf of the City of Fort Collins (the
City) following the limited asbestos and lead-based paint survey and sampling of select areas of
the Epic Swim Center located at 1801 Riverside Avenue in Fort Collins, Colorado (Site, Figure 1).
The Site is currently occupied by a multi-story recreation center comprised of a swim area, indoor
ice surfaces, cardio/weight room, concession stand, multi-purpose and skate service rooms, other
common areas, and various mechanical rooms. The planned renovation includes the swim area
and the pool mechanical room and were the only locations surveyed. Within these spaces,
homogeneous materials of suspect asbestos-containing materials (ACMs) were identified and
documented. Although reasonable effort was made to survey accessible suspect materials,
additional suspect but unsampled materials could be located in walls, voids, interior equipment
components, or in below grade (sub-grade) or other concealed areas.
Suspect ACM was sampled in conformance with the sampling protocols outlined in the United
States Environmental Protection Agency (EPA) regulations 40 Code of Federal Record (CFR)
763.86, Asbestos Hazard Emergency Response Act (AHERA). Samples were delivered to an
accredited laboratory for analysis by polarized light microscopy (PLM).
SAMPLING OBJECTIVES
LTE understands this asbestos survey was requested as a result of planned renovation of the swim
area and the pool mechanical room of the site building. The EPA 40 CFR Part 61, National
Emission Standards for Hazardous Air Pollutants (NESHAP), prohibits the release of asbestos
fibers to the atmosphere during renovation or demolition activities. The asbestos NESHAP rule
requires that potentially regulated asbestos-containing building materials (RACM) be identified,
classified, and quantified prior to planned disturbance or renovation activities.
Cozzens, E.
Page 2
SITE DESCRIPTION
The Site is a multi-story recreation center comprised of a swim area, indoor ice surfaces,
cardio/weight room, concession stand, multi-purpose and skate service rooms, other common
areas, and various mechanical rooms.
FIELD ACTIVITIES
The survey was conducted by Mr. Mike Hupp, a Colorado Certified Asbestos Building Inspector
(CABI). A copy of Mr. Hupp’s state certification is included as Attachment 1. Mr. Hupp collected
samples in adherence to the EPA 40 CFR Part 763 and the Colorado Department of Public Health
and Environment (CDPHE) Regulation 8.
Visual Assessment
Sample location maps (Figures2 and 3) depicting the building and areas sampled are attached. The
LTE survey activities began with a visual observation of the Site and interior portions of the
building to identify functional spaces and homogeneous materials and determine the different
painted surfaces.
Physical Assessment
A physical assessment of each homogeneous suspect ACM was conducted to assess the condition
of the material as friable or non-friable. The EPA defines friable material as one which, when dry,
can be crumbled, pulverized, or reduced to a powder by hand pressure. Friability was assessed by
physically touching suspect ACM.
Asbestos Sample Collection
Based on the results of visual observations, bulk samples of suspect ACM were collected in general
conformance with AHERA protocols. The samples were collected using wet methods as
applicable to reduce the potential for a friable release. Samples were placed in sealable containers
and labeled with unique sample identifications based on the material’s location.
A total of 36 bulk samples of suspect ACM were collected. Bulk samples were collected from:
Miscellaneous Materials:
Wall Penetration Fire Stop
Floor Epoxy
Tile Grout
Caulking
Cozzens, E.
Page 3
Floor Tile Mastic
Gaskets
Pipe Sealant
Ventilation Tape Sealant
Tank Sealant
Surfacing Materials:
Beam Covering.
The suspect ACM samples were submitted to Reservoirs Environmental, Inc. (REI) in Denver,
Colorado, an independent laboratory accredited by the American Industrial Hygiene Association
and has successfully participated in the National Voluntary Laboratory Accreditation Program.
All the bulk samples were submitted under chain of custody procedures to REI for analysis by
PLM per EPA methodology (EPA-600/R-93/116). Visual estimation was used to obtain the
percentage of asbestos present within the bulk samples. The EPA defines ACM as those materials
that contain greater than 1 percent (%) asbestos.
Bulk Lead Sampling
LTE collected samples of the following materials:
1 inch (”) x 1” white ceramic tile (swim area);
1” x 1” blue and white ceramic tile (swim area); and
2” x 4” ceramic tile on walls (swim area).
The bulk samples were submitted to REI. in Denver, Colorado, for analysis by Atomic Absorption
Spectroscopy (AAS)/Atomic Emission Spectroscopy – Inductively Coupled Plasma (AES-ICP).
REGULATORY OVERVIEW
Asbestos
The asbestos NESHAP rule (40 CFR Part 61) regulates asbestos fiber emissions and asbestos waste
disposal practices. It requires the identification and classification of existing building materials
prior to renovation or demolition activities. Under NESHAP, asbestos-containing building
materials are classified as either friable, Category I non-friable, or Category II non-friable ACM.
Friable materials are those that, when dry, may be crumbled, pulverized, or reduced to a powder
by hand pressure. Category I non-friable ACM includes packings, gaskets, resilient flooring
Cozzens, E.
Page 4
covering, and asphalt roofing products. Category II non-friable ACM are any materials other than
Category I materials that contain more than 1% asbestos.
Friable ACM and Category I and Category II non-friable ACM which is in poor condition and has
become friable or which will be subjected to drilling, sanding, grinding, cutting, or abrading and
which could be crushed or pulverized during anticipated renovation or demolition activities are
considered RACM. RACM must be removed prior to renovation or demolition activities. If the
amount of RACM exceeds the trigger levels of 260 linear feet (LF) or 160 square feet (SF), the
owner or operator must provide the CDPHE Air Pollution Control Division (APCD) with written
notification of planned removal activities at least 10 working days prior to the commencement of
asbestos abatement activities. Removal of RACM must be conducted by a trained and
appropriately licensed asbestos abatement contractor.
The State of Colorado CDPHE Regulation 8, Hazardous Air Pollutants Control, Part B, Asbestos,
and 5 Code of Colorado Regulations (CCR) 1001-10, Part B applies, in general, to buildings,
facilities, and associated components. The CDPHE-APCD is the implementing regulatory agency
for all NESHAP regulations.
The United States Occupational Safety and Health Administration (OSHA) asbestos standard for
the construction industry (29 CFR 1926.1101) regulates workplace exposure to asbestos. The
OSHA standard requires that employee exposure to airborne asbestos fibers be maintained below
0.1 asbestos fibers per cubic centimeter (0.1 f/cc) of air for an 8-hour day. The OSHA standard
classifies construction and maintenance activities, which could disturb ACM, and specifies work
practices and precautions, which employers must follow when engaging in each class of regulated
work.
Lead
Title IV of the Toxic Substance Control Act (TSCA), as well as other authorities in the Residential
Lead-Based Paint Hazard Reduction Act of 1992, directs EPA to regulate lead-based paint hazards.
In addition, the OSHA Regulation 29 CFR 1910.1025 outlines health and safety for workers that
have the potential to disturb lead-containing paint or lead-based paint. The OSHA standard
requires that employee exposure to airborne lead be maintained below 50 micrograms per cubic
meter (µg/m
3
).
FINDINGS AND RECOMMENDATIONS
Asbestos
Bulk samples that were collected and submitted to the laboratory for analysis are identified on the
asbestos sample description tables included as Table 1 and on the laboratory analytical reports
included as Attachment 2. Based on the results of laboratory analysis, no ACMs have been
identified. Roofing materials and other suspect ACM located in additional areas of the building
were not sampled during this limited asbestos survey and should be tested prior to renovation or
demolition which could render suspect materials friable.
Cozzens, E.
Page 5
Lead
The EPA definition of lead-based paint is paint or other surface coatings that contain lead at
concentrations equal to or exceeding 1 milligram of lead per square centimeter (mg/cm2) of paint
or greater, or paint that contains lead greater than 0.5% lead by weight or 5,000 parts per million
(ppm) by weight. Based on the analytical results, no bulk samples exceeded the EPA standard;
however lead was detected in the coating of the 1” x 1” white and blue ceramic tile (Sample ID
LEAD02-EPIC-01) at a lead concentration of 56.7 ppm and therefore the ceramic tile coating is
defined as lead-containing paint by OSHA.
Recommendations
Based on the results of the survey activities and the information provided that specific areas of the
building (the swim area and the pool mechanical room) are planned for renovation, LTE has the
following recommendations:
It was reported that the building is to be renovated in areas pertaining to the scope of
work performed by LTE. It is recommended that during renovation activities, if
additional suspect ACM is uncovered, then supplementary samples be collected and
analyzed.
It is recommended that a Toxicity Characteristic Leaching Procedure (TCLP) sample
be collected to determine the presence of lead in the waste stream created during
renovation activities to determine if the waste will leach lead overtime at concentrations
that exceed the standards.
Since the remainder of the Epic Swim Center will be open during renovation of the
pool area, it is recommended that all removal of the ceramic tile with the lead coating
be conducted inside a containment so lead dust is not spread throughout the facility.
The work areas should be keep under negative pressure, the mechanical system for the
work area should be isolated, and workers completing the removal of the work should
don proper personnel protective equipment (PPE).
A lead removal scope of work should be developed for the purpose of obtaining bids
from contractors.
GENERAL COMMENTS
This report is exclusively for the use and benefit of the City of Fort Collins and is not for the use
or benefit of any person or entity, nor may any other person or entity rely upon this report without
the express written consent of LTE. All work related to the asbestos survey was conducted in a
manner consistent with the level of care and skill of other members conducting similar services,
under similar conditions in the same locale. This report is not a bidding document. Contractors
and consultants reviewing this report must make their own conclusions regarding further
Cozzens, E.
Page 6
investigation or remediation which may be deemed necessary. LTE does not warrant the work of
the laboratory. No warranty express or implied is made.
LTE appreciates the opportunity to provide environmental services to the City of Fort Collins. If
you have any questions, please contact our office at (303) 433-9788.
Sincerely,
LT ENVIRONMENTAL, INC.
Nick Talocco, P.E.
Senior Engineer
Attachments:
Figure 1 Site Map
Figure 2 Asbestos Sample Locations – Mechanical Room Demolition Plan -
Figure 3 Asbestos Sample Locations – Existing Pool Demolition Plan
Table 1 Asbestos Sample Description Table
Table 2 Lead Paint Chip Sample Results
Attachment 1 Personnel Certification
Attachment 2 Laboratory Analytical Reports
FIGURES
P:\City of Fort Collins\GIS\MXD\061616002_ASB_LEAD_SURVEY_EPIC SWIM CENTER\061616002_FIG01_SL.mxd
CITY OF FORT COLLINS
IMAGE COURTESY OF ESRI/USGS
EPIC SWIM CENTER
SITE LOCATION FIGURE 1 MAP
ASBESTOS EPICSURVEY SWIM AND LEAD CENTER
LARIMER COUNTY, COLORADO
0 2,000 4,000
Feet ±
LEGEND
SITE LOCATION
COLORADO
LEGEND
SM01-EPIC-02
MISC02-EPIC-03
MISC01-EPIC-01
SM02-EPIC-01
SM01-EPIC-01
SM02-EPIC-03
TSI-EPIC-02
SM01-EPIC-03
TSI-EPIC-01
SM02-EPIC-02
MISC02-EPIC-02
P:\City of Fort Collins\DRAWINGS\0616-16002\AutoCAD\0616-16002 01.dwg
LEGEND
MISC03-EPIC-02
COAL02-EPIC-01
MISC01-EPIC-02
MISC03-EPIC-03
MISC05-EPIC-01
LEAD03-EPIC-01 MISC03-EPIC-04 MISC04-EPIC-01 MISC04-EPIC-02 MISC05-EPIC-03
MISC07-EPIC-01 MISC07-EPIC-02
MISC07-EPIC-03
MISC05-EPIC-02
MISC03-EPIC-01
LEAD01-EPIC-01
MISC02-EPIC-01
MISC04-EPIC-03
P:\City of Fort Collins\DRAWINGS\0616-16002\AutoCAD\0616-16002 01.dwg
TABLES
MISC01-EPIC-03 Orange foam 1/15/2016 Misc. Friable Damaged Moderate ND
MISC02-EPIC-01 Tan/Green fibrous material 1/15/2016 Misc. Non-Friable Good Low ND
MISC02-EPIC-02 Tan/Green fibrous material 1/15/2016 Misc. Non-Friable Good Low ND
MISC02-EPIC-03 Tan/Green fibrous material 1/15/2016 Misc. Non-Friable Good Low ND
MISC03-EPIC-01 Gray grout 1/15/2016 Misc. Non-Friable Good Low ND
MISC03-EPIC-02
A-white ceramic tile
B-gray grout
1/15/2016 Misc. Non-Friable Good Low
ND
ND
MISC03-EPIC-03 Gray grout 1/15/2016 Misc. Non-Friable Good Low ND
MISC03-EPIC-04
A-Gray grout
B-white ceramic tile
1/15/2016 Misc. Non-Friable Good Low
ND
ND
MISC03-EPIC-05 Gray grout 1/15/2016 Misc. Non-Friable Good Low ND
MISC04-EPIC-01 Brown resinous material w/blue paint 1/15/2016 Misc. Non-Friable Good Low ND
MISC04-EPIC-02 Brown resinous material w/blue paint 1/15/2016 Misc. Non-Friable Good Low ND
MISC04-EPIC-03 Brown resinous material w/blue paint 1/15/2016 Misc. Non-Friable Good Low ND
MISC05-EPIC-01 White resinous material w/blue paint 1/15/2016 Misc. Non-Friable Good Low ND
MISC05-EPIC-02 White resinous material w/blue paint 1/15/2016 Misc. Non-Friable Good Low ND
MISC05-EPIC-03 White resinous material w/blue paint 1/15/2016 Misc. Non-Friable Good Low ND
MISC06-EPIC-01 Colorless resinous material 1/15/2016 Misc. Non-Friable Good Low ND
MISC06-EPIC-02 Colorless resinous material w/blue paint 1/15/2016 Misc. Non-Friable Good Low ND
MISC06-EPIC-03 Colorless resinous material 1/15/2016 Misc. Non-Friable Good Low ND
MISC07-EPIC-01 Off white resinous material 1/15/2016 Misc. Non-Friable Good Low ND
MISC07-EPIC-02 Off white resinous material 1/15/2016 Misc. Non-Friable Good Low ND
MISC07-EPIC-03 Off white resinous material 1/15/2016 Misc. Non-Friable Good Low ND
SM01-EPIC-01 Blue/multi-colored paint 1/15/2016 Misc. Non-Friable Good Low ND
SM01-EPIC-02 Blue/multi-colored paint 1/15/2016 Misc. Non-Friable Good Low ND
SM01-EPIC-03 Blue/multi-colored paint 1/15/2016 Misc. Non-Friable Good Low ND
SM02-EPIC-01 White compound with off white paint 1/15/2016 Surfacing Non-Friable Good Low ND
SM02-EPIC-02 White compound with off white paint 1/15/2016 Surfacing Non-Friable Good Low ND
SM02-EPIC-03 White compound with off white paint 1/15/2016 Surfacing Non-Friable Good Low ND
TSI01-EPIC-01
A-White/silver wrap with green paint
B-White resinous material with green paint
C-Yellow insulation
1/15/2016 Misc. Non-Friable Good Low
ND
ND
ND
TSI01-EPIC-02
A-White/silver wrap with green paint
B-Yellow insulation
C-White resinous material with green paint
1/15/2016 Misc. Non-Friable Good Low
ND
ND
ND
TSI01-EPIC-03
A-White/silver wrap with green paint
B-White resinous material with green paint
C-Yellow insulation
1/15/2016 Misc. Non-Friable Good Low
ND
ND
SAMPLE
DATE
MATERIAL TYPE
(SURFACING, TSI,
MISC.)
FRIABLE OR NON-
FRIABLE
SAMPLE DESCRIPTION
TABLE 1
ASBESTOS
CONTENT
ASSESSMENT
(GOOD, DAMAGED,
SIGNIFICANTLY
DAMAGED)
POTENTIAL FOR
DISTURBANCE
(LOW, MODERATE,
HIGH)
EPIC SWIM CENTER
1801 RIVERSIDE AVENUE
FORT COLLINS, COLORADO
CITY OF FORT COLLINS
ASBESTOS SAMPLE DESCRIPTION TABLE
SAMPLE
IDENTIFICATION
TSI02-EPIC-01
A-Gray resinous material
B-White/silver wrap
1/15/2016 Misc. Non-Friable Good Low
ND
ND
TSI02-EPIC-02
A-Gray resinous material
B-White/silver wrap
1/15/2016 Misc. Non-Friable Good Low
ND
ND
TSI02-EPIC-03
A-Gray resinous material
B-White/silver wrap
1/15/2016 Misc. Non-Friable Good Low
ND
ND
TSI03-EPIC-01
A-White/silver wrap with green paint
B-White resinous material with green paint
C-Yellow insulation
1/15/2016 Misc. Non-Friable Good Low
ND
ND
ND
TSI03-EPIC-02
A-White resinous material with green paint
B-Yellow insulation 1/15/2016 Misc. Non-Friable Good Low
ND
ND
TSI03-EPIC-03 Yellow insulation 1/15/2016 Misc. Non-Friable Good Low ND
Notes:
ND - none detected for asbestos content
Sample Name Sample Date Sample Description
Lead
Concentration
(mg/kg)
LEAD01-EPIC-01 1/15/16 1" x 1" tile(white) BRL
LEAD02-EPIC-01 1/15/16 1" X 1" tile (blue/white) 56.7
LEAD03-EPIC-01 1/15/16 2" x 4" wall tile BRL
0.500
NOTES:
mg/kg - milligram per kilogram or parts per million (ppm) by weight
" - inch
BRL - indicates below reporting limits
Defined Lead Based Paint Level
EPIC SWIM CENTER
LEAD PAINT CHIP SAMPLE RESULTS
TABLE 2
CITY OF FORT COLLINS
FORT COLLINS, COLORADO
1801 RIVERSIDE AVENUE
ATTACHMENT 1
PERSONNEL CERTIFICATION
ATTACHMENT 2
LABORATORY ANALYTICAL REPORTS
Reservoirs Environmental, Inc.
Reservoirs Environmental QA Manual
Effective January 1, 2015
T:\QAQC\Lab\Reservoirs Environmental QA Manual.doc
Subcontract Number: NA
Laboratory Report: RES 340648-1
Project # / P.O. # 0.061616002
Project Description: Ft. Collins
RES 340648-1
Sincerely,
is the job number assigned to this study. This report is considered highly confidential
and the sole property of the customer. Reservoirs Environmental, Inc. will not discuss any part of this study with
personnel other than those of the client. The results described in this report only apply to the samples analyzed.
This report must not be used to claim endorsement of products or analytical results by NVLAP or any agency of the
U.S. Government. This report shall not be reproduced except in full, without written approval from Reservoirs
Environmental, Inc. Samples will be disposed of after sixty days unless longer storage is requested. If you have any
questions about this report, please feel free to call 303-964-1986.
Jeanne Spencer
President
January 20, 2016
Dear Customer,
Reservoirs Environmental, Inc. is an analytical laboratory accredited for the analysis of Industrial Hygiene and
Environmental matrices by the National Voluntary Laboratory Accreditation Program (NVLAP), Lab Code 101896-0
for Transmission Electron Microscopy (TEM) and Polarized Light Microscopy (PLM) analysis and the American
Industrial Hygiene Association (AIHA), Lab ID 101533 - Accreditation Certificate #480 for Phase Contrast
Microscopy (PCM) analysis. This laboratory is currently proficient in both Proficiency Testing and PAT programs
respectively.
Reservoirs Environmental, Inc. has analyzed the following samples for asbestos content as per your request. The
analysis has been completed in general accordance with the appropriate methodology as stated in the attached
analysis table. The results have been submitted to your office.
LT Environmental, Inc.
4600 W. 60th Ave.
Arvada CO 80003
Nick Talocco
P: 303-964-1986
F: 303-477-4275
5801 Logan Street, Suite 100 Denver, CO 80216
Page 1 of 1
1-866-RESI-ENV
www.reilab.com
RES Job Number:
Client:
Client Project Number / P.O.:
Client Project Description:
Date Samples Received:
Turnaround:
Date Samples Analyzed:
RES 340648-1
LT Environmental, Inc.
0.061616002
Ft. Collins
January 15, 2016
3-5 Day
January 20, 2016
TABLE: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME
Reservoirs Environmental, Inc.
Reservoirs Environmental QA Manual
Effective January 1, 2015
Q:\QAQC\LAB\Reservoirs Environmental QA Manual.doc
RESERVOIRS ENVIRONMENTAL INC.
NVLAP Lab Code 101896-0
Client
Sample
Number
Lab
ID Number
L
A
Y
E
R
Mineral
Method: EPA 600/R-93/116 - Short Report, Bulk
Physical
Description
Sub
Part
(%)
Visual
Estimate
(%)
ND=None Detected
TR=Trace, <1% Visual Estimate
Trem/Act=Tremolite/Actinolite
Non
Asbestos
Fibrous
Components
(%)
Non-
Fibrous
Components
(%)
Asbestos Content
SM01-EPIC-01 EM 1557834 A Blue/multi-colored paint 100 ND 0 100
SM01-EPIC-02 EM 1557835 A Blue/multi-colored paint 100 ND 0 100
SM01-EPIC-03 EM 1557836 A Blue/multi-colored paint 100 ND 0 100
TSI01-EPIC-01 EM 1557837 A White/silver wrap w/ green paint 10 ND 60 40
B White resinous material w/ green paint 15 ND 0 100
C Yellow insulation 75 ND 90 10
RES Job Number:
Client:
Client Project Number / P.O.:
Client Project Description:
Date Samples Received:
Turnaround:
Date Samples Analyzed:
RES 340648-1
LT Environmental, Inc.
0.061616002
Ft. Collins
January 15, 2016
3-5 Day
January 20, 2016
TABLE: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME
Reservoirs Environmental, Inc.
Reservoirs Environmental QA Manual
Effective January 1, 2015
Q:\QAQC\LAB\Reservoirs Environmental QA Manual.doc
RESERVOIRS ENVIRONMENTAL INC.
NVLAP Lab Code 101896-0
Client
Sample
Number
Lab
ID Number
L
A
Y
E
R
Mineral
Method: EPA 600/R-93/116 - Short Report, Bulk
Physical
Description
Sub
Part
(%)
Visual
Estimate
(%)
ND=None Detected
TR=Trace, <1% Visual Estimate
Trem/Act=Tremolite/Actinolite
Non
Asbestos
Fibrous
Components
(%)
Non-
Fibrous
Components
(%)
Asbestos Content
MISC01-EPIC-03 EM 1557842 A Orange foam 100 ND 0 100
SM02-EPIC-01 EM 1557843 A White compound w/ off white paint 100 ND 0 100
SM02-EPIC-02 EM 1557844 A White compound w/ off white paint 100 ND 0 100
SM02-EPIC-03 EM 1557845 A White compound w/ off white paint 100 ND 0 100
MICS02-EPIC-01 EM 1557846 A Tan/green fibrous material 100 ND 60 40
MICS02-EPIC-02 EM 1557847 A Tan/green fibrous material 100 ND 60 40
RES Job Number:
Client:
Client Project Number / P.O.:
Client Project Description:
Date Samples Received:
Turnaround:
Date Samples Analyzed:
RES 340648-1
LT Environmental, Inc.
0.061616002
Ft. Collins
January 15, 2016
3-5 Day
January 20, 2016
TABLE: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME
Reservoirs Environmental, Inc.
Reservoirs Environmental QA Manual
Effective January 1, 2015
Q:\QAQC\LAB\Reservoirs Environmental QA Manual.doc
RESERVOIRS ENVIRONMENTAL INC.
NVLAP Lab Code 101896-0
Client
Sample
Number
Lab
ID Number
L
A
Y
E
R
Mineral
Method: EPA 600/R-93/116 - Short Report, Bulk
Physical
Description
Sub
Part
(%)
Visual
Estimate
(%)
ND=None Detected
TR=Trace, <1% Visual Estimate
Trem/Act=Tremolite/Actinolite
Non
Asbestos
Fibrous
Components
(%)
Non-
Fibrous
Components
(%)
Asbestos Content
MISC03-EPIC-02 EM 1557853 A White ceramic tile 30 ND 0 100
B Gray grout 70 ND 0 100
MISC03-EPIC-03 EM 1557854 A Gray grout 100 ND 0 100
MISC03-EPIC-04 EM 1557855 A Gray grout 40 ND 0 100
B White ceramic tile 60 ND 0 100
MISC03-EPIC-05 EM 1557856 A Gray grout 100 ND 0 100
RES Job Number:
Client:
Client Project Number / P.O.:
Client Project Description:
Date Samples Received:
Turnaround:
Date Samples Analyzed:
RES 340648-1
LT Environmental, Inc.
0.061616002
Ft. Collins
January 15, 2016
3-5 Day
January 20, 2016
TABLE: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME
Reservoirs Environmental, Inc.
Reservoirs Environmental QA Manual
Effective January 1, 2015
Q:\QAQC\LAB\Reservoirs Environmental QA Manual.doc
RESERVOIRS ENVIRONMENTAL INC.
NVLAP Lab Code 101896-0
Client
Sample
Number
Lab
ID Number
L
A
Y
E
R
Mineral
Method: EPA 600/R-93/116 - Short Report, Bulk
Physical
Description
Sub
Part
(%)
Visual
Estimate
(%)
ND=None Detected
TR=Trace, <1% Visual Estimate
Trem/Act=Tremolite/Actinolite
Non
Asbestos
Fibrous
Components
(%)
Non-
Fibrous
Components
(%)
Asbestos Content
MISC06-EPIC-03 EM 1557865 A Colorless resinous material 100 ND 0 100
MISC07-EPIC-01 EM 1557866 A Off white resinous material 100 ND 0 100
MISC07-EPIC-02 EM 1557867 A Off white resinous material 100 ND 0 100
MISC07-EPIC-03 EM 1557868 A Off white resinous material 100 ND 0 100
TSI03-EPIC-01 (Not on Original COC) EM 1557872 A White/silver wrap w/ green paint 15 ND 60 40
B White resinous material w/ green paint 20 ND 0 100
Reservoirs Environmental, Inc.
Reservoirs Environmental QA Manual
Effective January 1, 2015
T:\QAQC\Lab\Reservoirs Environmental QA Manual.doc
Laboratory Code: RES
Subcontract Number: NA
Laboratory Report: RES 340648-2
Project # / PO #: 0.061616002
Project Description:
RES 340648-2
Sincerely,
Jeanne Spencer
President
January 20, 2016
Dear Customer,
Reservoirs has analyzed the following sample(s) using Atomic Absorption Spectroscopy (AAS) / Atomic Emission
Spectroscopy - Inductively Coupled Plasma (AES-ICP) per your request. Reported sample results were not blank
corrected. The analysis has been completed in general accordance with the appropriate methodology as stated in the
analysis table. Results have been sent to your office.
property of the customer. Reservoirs Environmental, Inc. will not discuss any part of this study with personnel other than
those authorized by the client. The results described in this report only apply to the samples analyzed. This report shall
not be reproduced except in full, without written approval from Reservoirs Environmental, Inc. Samples will be disposed
of after sixty days unless longer storage is requested. If you should have any questions about this report, please feel
free to call me at 303-964-1986.
Reservoirs Environmental, Inc. is an analytical laboratory accredited for the analysis of Industrial Hygiene and
Environmental matrices by the American Industrial Hygiene Association, Lab ID 101533 - Accreditation Certificate #480.
The laboratory is currently proficient in both IHPAT & ELPAT programs respectively.
is the job number assigned to this study. This report is considered highly confidential and the sole
Ft. Collins
Arvada CO 80003
4600 W. 60th Ave.
Nick Talocco
LT Environmental, Inc.
P: 303-964-1986
F: 303-477-4275
5801 Logan Street, Suite 100 Denver, CO 80216
Page 1 of 2
1-866-RESI-ENV
www.reilab.com
Reservoirs Environmental, Inc.
Reservoirs Environmental QA Manual
Effective January 1, 2015
T:\QAQC\Lab\Reservoirs Environmental QA Manual.doc
RES Job Number:
Client:
Client Project Number / P.O.:
Client Project Description:
Date Samples Received:
Analysis Type:
Turnaround:
Date Samples Analyzed:
Client Lab Reporting LEAD
ID Number ID Number Limit CONCENTRATION
(mg/kg) (mg/kg)
LEAD01-EPIC-01 EM 1557870 14.9 BRL
LEAD02-EPIC-01 EM 1557871 10.5 56.7
LEAD03-EPIC-01 EM 1557872 28.1 BRL
Analyst / Data QA:__________________________
3-5 Day
RESERVOIRS ENVIRONMENTAL, INC.
5801 Logan St., Suite 100
Denver CO 80216
TABLE ANALYSIS: LEAD IN BULK
RES 340648-2
January 20, 2016
* Unless otherwise noted all quality control samples performed within specifications established by
the laboratory.
LT Environmental, Inc.
0.061616002
Ft. Collins
January 15, 2016
USEPA SW846 3050B / AA (7420)
BRL = Below Reporting Limit
P: 303-964-1986
F: 303-477-4275
5801 Logan Street, Suite 100 Denver, CO 80216
Page 2 of 2
1-866-RESI-ENV
www.reilab.com
Reservoirs Environmental, Inc.
Reservoirs Environmental QA Manual
Effective January 1, 2015
T:\QAQC\Lab\Reservoirs Environmental QA Manual.doc
Laboratory Code: RES
Subcontract Number: NA
Laboratory Report: RES 351844-1
Project # / PO #: 61616002
Project Description:
RES 351844-1
Sincerely,
Jeanne Spencer
President
June 7, 2016
Dear Customer,
Reservoirs has analyzed the following sample(s) using Atomic Absorption Spectroscopy (AAS) / Atomic Emission
Spectroscopy - Inductively Coupled Plasma (AES-ICP) per your request. Reported sample results were not blank
corrected. The analysis has been completed in general accordance with the appropriate methodology as stated in the
analysis table. Results have been sent to your office.
property of the customer. Reservoirs Environmental, Inc. will not discuss any part of this study with personnel other than
those authorized by the client. The results described in this report only apply to the samples analyzed. This report shall
not be reproduced except in full, without written approval from Reservoirs Environmental, Inc. Samples will be disposed
of after sixty days unless longer storage is requested. If you should have any questions about this report, please feel
free to call me at 303-964-1986.
is the job number assigned to this study. This report is considered highly confidential and the sole
Epic Swim Center
Arvada CO 80003
4600 W. 60th Ave.
LT Environmental, Inc.
BRL = Below Reporting Limit
P: 303-964-1986
F: 303-477-4275
5801 Logan Street, Suite 100 Denver, CO 80216
Page 1 of 2
1-866-RESI-ENV
www.reilab.com
Reservoirs Environmental, Inc.
Reservoirs Environmental QA Manual
Effective January 1, 2015
T:\QAQC\Lab\Reservoirs Environmental QA Manual.doc
RES Job Number:
Client:
Client Project Number / P.O.:
Client Project Description:
Date Samples Received:
Analysis Type:
Turnaround:
Date Samples Analyzed:
Client Lab Reporting LEAD
ID Number ID Number Limit CONCENTRATION
(mg/L) (mg/L)
061616002-TCLP-1 EM 1641367 0.25 BRL
Analyst / Data QA:_________________________
June 2, 2016
3 Day
USEPA SW846 1311 / 3010A / AA (7420)
* Unless otherwise noted all quality control samples performed within specifications
established by the laboratory.
RESERVOIRS ENVIRONMENTAL, INC.
5801 Logan St., Suite 100
Denver CO 80216
TABLE ANALYSIS: LEAD VIA TCLP EXTRACTION
Epic Swim Center
June 7, 2016
RES 351844-1
61616002
LT Environmental, Inc.
BRL = Below Reporting Limit
P: 303-964-1986
F: 303-477-4275
5801 Logan Street, Suite 100 Denver, CO 80216
Page 2 of 2
1-866-RESI-ENV
www.reilab.com
Lead Containing
Tile
EXISTING NEW TILE - MATCH TRANSITIONS TO THE CURRENT PATTERN
BAND 1 = 1X1 SQUARES WITH DALTILE KEYSTONE GROUP 3: SEA SPEC D372
BAND 2 = 1X1 SQUARES IN A 2X2 PATTERN (MATCH EXISTING) WITH DALTILE
KEYSTONE GROUP 3: SEA SPEC D372 & AQUA GLOW D197
BAND 3 = 1X1 SQUARES IN A 2X2 PATTERN (MATCH EXISTING) WITH DALTILE
KEYSTONE GROUP 3 AQUA GLOW D197 & GROUP 2 SPA D148
BAND 4 = 1X1 SQUARES IN A 2X2 PATTERN (MATCH EXISTING) WITH DALTILE
KEYSTONE GROUP 2 SPA D148 & PEPPER WHITE D037
MAIN FLOOR = 1X1 SQUARES WITH DALTILE KEYSTONE GROUP 2: PEPPER
WHITE D037
BAND 5 = 1X1 SQUARES WITH DALTILE KEYSTONE GROUP 3: AQUA GLOW
D197
TEXT = MATCH EXISTING 1X1 SQUARES - 6 SQUARES HIGH; LETTERS /
NUMBERS IN ARCTIC WHITE D617 AND BACKGROUND IN DALTILE KEYSTONE
GROUP 3: SEA SPEC D372
TEXT INFORMATION
1'-0" QTY=1
2'-0" QTY=2
3'-0" QTY=2
3'-6" QTY=2
4'-0" QTY=4
4'-3" QTY=2
4'-4" QTY=2
4'-6" QTY=2
5'-6" QTY=2
11'-6" QTY=2
12'-6" QTY=4
NO RUNNING QTY=27
NO DIVING QTY=26
EXAMPLE:
NO DIVING GRAPHIC TILE
ENLARGED CORNER FOR BAND REFERENCE
As of January 2012, the City of Fort Collins requires that the following materials be recycled at all new construction sites
within city limits: wood, metals, cardboard, and aggregates (including concrete, asphalt, ceramics and brick). Project
managers can either hire one full-service hauler to collect all trash and recyclables or may choose to haul materials
themselves to a recycling specialist company. Resources for either option are listed below. Updated information is also
posted at fcgov.com/recycling – look for “Who Recycles What” in the side menu, then click on the listings for “construction
and demolition debris.”
City of Fort Collins Environmental Services staff is available to provide communication materials for recycling at your job site
or answer any questions you may have at 970-221-6288 or cmitchell@fcgov.com.
CONSTRUCTION & DEMOLITION DEBRIS RECYCLING RESOURCES
Full-Service Construction Waste Recycling Companies
Benson’s RollOff, 6885 Lowell Blvd., Denver, 303-650-6312, bensonrolloff.com. Will collect trash and recyclables,
including wood, metals, cardboard, and aggregates.
Gallegos Sanitation, P.O. Box 1986, Fort Collins, 970-484-5556, gsiwaste.com. Will collect trash and recyclables,
including wood, metals, cardboard, aggregates, yard waste, electronics, and food waste. Will help design
comprehensive construction waste recycling program and haul all recyclables. Programs geared towards diverting
maximum volume of construction waste.
Heimbuck Disposal, P.O. Box 270310, Fort Collins, 970-472-1823, heimbuckdisposal.com. Will collect trash and
recyclables, including wood, metals, cardboard, and aggregates.
Home Builder Services, 3031 Hwy. 119, Longmont, 303-651-5700, cfshbs.com/dumpster/about-us.php. Will collect
trash and recyclables, including wood, metals, cardboard, and aggregates.
Mike’s Hauling, PO Box 7634, Loveland, 970-613-9642, mikeshaulingandcleanup.com. Will collect trash and
recyclables, including wood, metals, cardboard, and aggregates.
Waste-Not Recycling, 1065 Poplar St., Loveland, 970-669-9912 or 800-584-9912, waste-not.com. Will collect trash and
recyclables, including wood, metals, cardboard, aggregates and more. Will help design comprehensive construction waste
recycling program and haul all recyclables. Programs geared towards diverting maximum volume of construction waste.
Waste Management of Northern Colorado, 40950 Weld County Rd. 25, Ault, 970-674-2500, wm.com. Will collect trash
and recyclables, including wood, metals, cardboard, and aggregates.
Asphalt, Bricks, Concrete (Aggregates)
City of Fort Collins Streets Dept., 1380 Hoffman Mill Rd., Fort Collins, 970-482-1249, fcgov.com/streets/crushing.php.
Receives dropped-off materials only. Accepts asphalt (clean, broken, or milled), brick, cement, cinder blocks, pit run
(clean dirt and rock mix), rocks, etc. at no charge. Materials are ground up and used in road base.
Page 1 of 2
Rev. 2/14
Cardboard
City of Fort Collins Recycling Drop-off, 1702 Riverside Dr., Fort Collins, 970-221-6600, fcgov.com/recycling/dropoff.php.
Receives dropped-off materials only. Accepts flattened cardboard, packing paper, office paper and shredded paper at
no charge. Open seven days a week during daylight hours.
Colorado Iron & Metal, 903 E. Buckingham St., Fort Collins, 970-482-7707, coloradoironmetal.com. Receives dropped-
off materials and may collect materials as well. Accepts scrap metal and cardboard.
Green Girl, P.O. Box 324, Jamestown, 303-442-7535. Will collect cardboard for recycling.
Larimer County Landfill, 5887 S. Taft Hill Rd., Fort Collins, 970-498-5760, larimer.org/solidwaste. Receives dropped-
off materials only. The recycling facility pays for large, clean loads of cardboard, and also offers drop-off recycling for
smaller amounts of cardboard at no charge.
Metals
Note: scrap metals include a wide variety of materials, including appliances, pipes, iron, and structural steel. Metals
accepted usually include lead, copper, brass, stainless steel, scrap steel, structural steel, steel pipes, and cast iron.
Aragon Iron & Metal, 516 N. Highway 287, Fort Collins, 970-484-2577, aragonironandmetal.com. Receives dropped-off
materials and may collect materials as well. Accepts scrap metal and batteries. May pay for some metals.
Colorado Iron & Metal, 903 E. Buckingham St., Fort Collins, 970-482-7707, coloradoironmetal.com. Receives dropped-
off materials and may collect materials as well. Accepts scrap metal and cardboard. May pay for some metals.
RMB Recycling Center, 1475 N. College Ave., Fort Collins, 970-484-5384, rmbrecycling.com. Receives dropped-off
materials and may collect materials as well. Accepts scrap metal, batteries, and wood pallets. May pay for some metals.
Wood
Note: wood waste includes scrap lumber, crates, shake shingles, saw dust, tree branches and other yard waste.
A1 Organics, 16350 WCR 76, Eaton, 970-454-3492, a1organics.com. Receives dropped-off materials only. Accepts
wood waste, yard waste and food waste. Fee charged per cubic yard of material.
Hageman Earth Cycle, Inc, 3501 E Prospect Rd., Fort Collins, 970-221-7173, hagemanearthcycle.com. Receives
dropped-off materials only. Accepts wood waste and yard waste. Fee charged per cubic yard of material.
Uncle Benny’s Building Supplies, 1815 S. County Rd. 13C, Loveland, 970-593-1667. Receives dropped-off materials
only. Accepts lumber, windows, doors, plumbing fixtures, countertops, cabinets etc. May pay for some materials.
Salvageable Architectural Materials (optional under current ordinance)
Habitat for Humanity, 4001 S. Taft Hill Rd., Fort Collins, 970-223-9909, habitatstore.org. Receives dropped-off
materials only. Accepts donations of building materials (new and used), lighting fixtures, large appliances less than 10
years old, furniture, automobiles, etc. Please call before making your donation. All proceeds from home store sales go to
building Habitat homes.
National Center for Craftsmanship, 1414 Blue Spruce, Unit B, Fort Collins, 970-215-4587, nccraftsmanship.org.
Complete or partial deconstruction of buildings for recycling, reuse, diversion up to 90% by weight. Program provides tax
incentives / credits and LEED points for qualified owners & projects.
Uncle Benny’s Building Supplies, 1815 S. County Rd. 13C, Loveland, 970-593-1667. Receives dropped-off materials
only. Accepts lumber, windows, doors, plumbing fixtures, countertops, cabinets etc. May pay for some materials.
Page 2 of 2
Rev 1/1/14
Community Development & Neighborhood Services
281 N. College Ave. Fort Collins, CO 80522; Voice: 970-221-6760
FAX: 970-224-6134
CONSTRUCTION WASTE MANAGEMENT PLAN and DOCUMENTATION
Note: Environmental Services staff is able to assist with questions about getting a recycle program
implemented, and will also provide education and site visits upon request (call Caroline Mitchell at (970)
221-6288).
PROJECT INFORMATION
Address_______________________________________________Date_____________________________
Permit No._____________________________________________________________________________
General Contractor & Contact Info: __________________________________________________________
______________________________________________________________________________________
Material1
Vendor hauling the
material2
Facility recycling the
material3
Total volume or weight
of material4
Concrete/Masonry
Wood/Lumber
Metals
Cardboard
Trash N/A
Other (describe)
Required Documentation4: Provide signed documentation from the hauling company that the volumes &
weights listed above are accurate. If you hauled the materials yourself, attach tickets from locations receiving
the recyclables. Documentation is required in order to receive final project approval from the City.
I and my City-licensed hauler certify that the above materials from my construction site were recycled in the
volume / weight described and were taken to the facilities described.
______________________________________________ ____________
Signature (Contractor or Owner) Date
______________________________________________ _____________
Signature (Licensed Hauler) Date
1 At minimum, the four listed materials must be recycled.
2
Enter vendor name and phone number. If the applicant will haul the material themselves, state such.
3 Where will applicant or vendor take the material for recycling? Enter facility name and address.
4 To be completed at the end of the project. Please re-submit this form at end of project withWKHVH sectionV completed.
March 2, 2016
Dust Prevention and Control Manual
Page i
CONTENTS
1.0 Introduction 1
1.1 Title 1
1.2 Purpose of Manual 1
1.3 Applicability 1
1.4 Definitions 2
2.0 Fugitive Dust and the Problems it Causes 5
2.1 What is Fugitive Dust, Generally? 5
2.2 Why is the City Addressing Fugitive Dust? 5
2.3 Health and Environmental Effects 6
2.4 Nuisance and Aesthetics 6
2.5 Safety Hazard and Visibility 6
3.0 Best Management Practices 7
3.1 Earthmoving Activities 8
3.2 Demolition and Renovation 10
3.3 Stockpiles 12
3.4 Street Sweeping 14
3.5 Track-out / Carry-out 15
3.6 Bulk Materials Transport 16
3.7 Unpaved Roads and Haul Roads 18
3.8 Parking Lots 20
3.9 Open Areas and Vacant Lots 22
3.10 Saw Cutting and Grinding 24
3.11 Abrasive Blasting 26
3.12 Mechanical Blowing 28
4.0 Dust Control Plan for Land Development Greater Than Five Acres 30
5.0 Resources 34
5.1 Cross Reference to Codes, Standards, Regulations, and Policies 34
5.2 City of Fort Collins Manuals and Policies 37
5.3 References for Dust Control 37
Page 1
1.0 Introduction
1.1 Title
The contents of this document shall be known as the Dust Prevention and Control Manual (“the
Manual”).
1.2 Purpose of Manual
The purpose of the Manual is to establish minimum requirements consistent with nationally recognized
best management practices for controlling fugitive dust emissions and to describe applicable best
management practices to prevent, minimize, and mitigate off-property transport or off-vehicle transport
of fugitive dust emissions for specific dust generating activities and sources.
1.3 Applicability
This Manual applies to any person who conducts, or is an owner or operator of, a dust generating
activity or source, as described in this Manual, within the City of Fort Collins.
Page 2
1.4 Definitions
Abrasive blasting shall mean a process to
smooth rough surfaces; roughen smooth
surfaces; and remove paint, dirt, grease, and
other coatings from surfaces. Abrasive blasting
media may consist of sand; glass, plastic or
metal beads; aluminum oxide; corn cobs; or
other materials.
Additional best management practice shall
mean using at least one additional measure if
the required best management practices are
ineffective at preventing off-property transport
of particulate matter.
Additional requirements shall mean when
applicable, any measure that is required, e.g., a
dust control plan when project sites are over 5
acres in size.
Best management practice shall mean any
action or process that is used to prevent or
mitigate the emission of fugitive dust into the
air.
Bulk materials transport shall mean the
carrying, moving, or conveying of loose
materials including, but not limited to, earth,
rock, silt, sediment, sand, gravel, soil, fill,
aggregate, dirt, mud, construction or demolition
debris, and other organic or inorganic material
containing particulate matter onto a public road
or right-of-way in an unenclosed trailer, truck
bed, bin, or other container.
Chemical stabilization shall mean the
application of chemicals used to bind soil
particles or increase soil moisture content,
including, but not limited to, dust suppressants,
palliatives, tackifiers, surfactants, and soil
stabilizers. Asphalt-based products or any
product containing cationic polyacrylamide or
products deemed environmentally incompatible
with Code §26-498, or defined as a pollutant
per Code §26-491, or explicitly prohibited by
the U.S. Environmental Protection Agency or
the state of Colorado may not be used for
chemical stabilization. Water soluble plant-
based oils or gums, clay additives, or other
synthetic polymer emulsion that are non-toxic,
non-combustible, and harmless to fish, wildlife,
plants, pets, and humans may be used for
chemical stabilization.
Code shall mean the Fort Collins City Code, as
amended from time to time.
Dust control measure shall mean any action
or process that is used to prevent or mitigate
the emission of fugitive dust into the air,
including but not limited to the best
management practices identified in this
Manual.
Dust generating activity or source shall
mean a process, operation, action, or land use
that creates emissions of fugitive dust or causes
Page 3
Local wind speed shall mean the current or
forecasted wind speed for the Fort Collins area
as measured at the surface weather
observation station KFNL located at the Fort
Collins Loveland Municipal Airport or at
Colorado State University’s Fort Collins or
Christman Field weather stations or as
measured onsite with a portable or hand-held
anemometer. The City will use anemometers
whenever practicable.
Maximum speed limit shall mean the speed
limit on public rights-of-way adopted by the City
pursuant to Fort Collins Traffic Code adopted
pursuant to City Code Section 28-16 For private
roadways, a speed limit shall be established as
appropriate to minimize off-site transportation
of.
Mechanical blower shall mean any portable
machine powered with an internal combustion
or electric-powered engine used to blow leaves,
clippings, dirt or other debris off sidewalks,
driveways, lawns, medians, and other surfaces
including, but not limited to, hand-held, back-
pack and walk-behind units, as well as blower-
vacuum units.
Off-property transport shall mean the visible
emission of fugitive dust beyond the property
line of the property on which the emission
originates or the project boundary when the
emission originates in the public right-of-way or
on public property.
Off-vehicle transport shall mean the visible
emission of fugitive dust from a vehicle that is
transporting dust generating materials on a
public road or right-of-way.
On-tool local exhaust ventilation shall mean
a vacuum dust collection system attached to a
construction tool that includes a dust collector
(hood or shroud), tubing, vacuum, and a high
efficiency particulate air (HEPA) filter.
On-tool wet dust suppression shall mean the
operation of nozzles or sprayers attached to a
construction tool that continuously apply water
or other liquid to the grinding or cutting area by
a pressurized container or other water source.
Open area shall mean any area of undeveloped
land greater than one-half acre that contains
less than 70 percent vegetation. This includes
undeveloped lots, vacant or idle lots, natural
areas, parks, or other non-agricultural areas.
Recreational and multi-use trails maintained by
the City are not included as an open area.
Operator or owner shall mean any person
who has control over a dust generating source
either by operating, supervising, controlling, or
maintaining ownership of the activity or source
including, but not limited to, a contractor,
lessee, or other responsible party of an activity,
operation, or land use that is a dust generating
Page 4
Stockpile shall mean any accumulation of bulk
materials that contain particulate matter being
stored for future use or disposal. This includes
backfill materials and storage piles for soil,
sand, dirt, mulch, aggregate, straw, chaff, or
other materials that produce dust.
Storm drainage facility shall mean those
improvements designed, constructed or used to
convey or control stormwater runoff and to
remove pollutants from stormwater runoff after
precipitation.
Surface roughening shall mean to modify the
soil surface to resist wind action and reduce
dust emissions from wind erosion by creating
grooves, depressions, ridges or furrows
perpendicular to the predominant wind
direction using tilling, ripping, discing, or other
method.
Synthetic or natural cover shall mean the
installation of a temporary cover material on
top of disturbed soil surfaces or stockpiles, such
as tarps, plastic sheeting, netting, mulch, wood
chips, gravel or other materials capable of
preventing wind erosion.
Track-out shall mean the carrying of mud, dirt,
soil, or debris on vehicle wheels, sides, or
undercarriages from a private, commercial, or
industrial site onto a public road or right-of-
way.
Vegetation shall mean the planting or seeding
of appropriate grasses, plants, bushes, or trees
to hold soil or to create a wind break. All seeded
areas must be mulched, and the mulch should
be adequately crimped and or tackified. If
hydro-seeding is conducted, mulching must be
conducted as a separate, second operation. All
planted areas must be mulched within twenty-
four (24) hours after planting.
Wet suppression shall mean the application of
water by spraying, sprinkling, or misting to
maintain optimal moisture content or to form a
crust in dust generating materials and applied
at a rate that prevents runoff from entering any
public right-of-way, storm drainage facility or
watercourse.
Wind barrier shall mean an obstruction at
least five feet high erected to assist in
preventing the blowing of fugitive dust,
comprised of a solid board fence, chain link and
fabric fence, vertical wooden slats, hay bales,
earth berm, bushes, trees, or other materials
installed perpendicular to the predominant
wind direction or upwind of an adjacent
residential, commercial, industrial, or sensitive
area that would be negatively impacted by
fugitive dust.
Page 5
2.0 Fugitive Dust and the Problems it Causes
2.1 What is Fugitive Dust, Generally?
Dust, also known as particulate matter, is made up of solid particles in the air that consist primarily of
dirt and soil but can also contain ash, soot, salts, pollen, heavy metals, asbestos, pesticides, and other
materials. “Fugitive” dust means particulate matter that has become airborne by wind or human
activities and has not been emitted from a stack, chimney, or vent. The Colorado Department of Public
Health and Environment (CDPHE) estimates that more than 4,300 tons of particulate matter are emitted
into the air in Larimer County annually. The primary sources of this particulate matter include
construction activities, paved and unpaved roads, and agricultural operations.
The quantity of dust emitted from a particular activity or area and the materials in it can depend on the
soil type (sand, clay, silt), moisture content (dry or damp), local wind speed, and the current or past uses
of the site (industrial, farming, construction).
2.2 Why is the City Addressing Fugitive Dust?
Colorado state air regulations and Larimer County air quality standards generally require owners and
operators of dust generating activities or sources to use all available and practical methods that are
technologically feasible and economically reasonable in order to prevent fugitive dust emissions.
However, state regulations and permitting requirements typically apply to larger stationary sources
rather than to activities that generate dust. Larimer County fugitive dust standards apply only to land
development.
Although state and county requirements apply to many construction activities, they do not address
many sources of dust emissions. Fort Collins is experiencing rapid growth and development that has
contributed to local man-made dust emissions.
Page 6
2.3 Health and Environmental Effects
Dust particles are very small and can be easily inhaled. They can
enter the respiratory system and increase susceptibility to respiratory
infections, and aggravate cardio-pulmonary disease. Even short-term
exposure to dust can cause wheezing, asthma attacks and allergic
reactions, and may cause increases in hospital admissions and
emergency department visits for heart and lung related diseases.
Fugitive dust emissions can cause significant environmental impacts as well as health effects. When
dust from wind erosion or human activity deposits out of the air, it may impact vegetation, adversely
affect nearby soils and waterways, and cause damage to cultural resources. Wind erosion can result in
the loss of valuable top soil, reduce crop yields, and stunt plant growth.
According to the Environmental Protection Agency (EPA), studies have linked particulate matter
exposure to health problems and environmental impacts such as:
•Health Impacts:
o Irritation of the airways, coughing, and difficulty breathing
o Reduced lung function and lung cancer
o Aggravated asthma and chronic bronchitis
o Irregular heartbeat and increases in heart attacks
•Environmental Impacts:
o Haze and reduced visibility
o Reduced levels of nutrients in soil
2.4 Nuisance and Aesthetics
Dust, dirt and debris that become airborne eventually settle back down to
the surface. How far it travels and where it gets deposited depends on the
size and type of the particles as well as wind speed and direction. When this
material settles, it can be deposited on homes, cars, lawns, pools and ponds,
and other property. The small particles can get trapped in machinery and
electronics causing abrasion, corrosion, and malfunctions. The deposited
dust can damage painted surfaces, clog filtration systems, stain materials and
cause other expensive clean-up projects.
2.5 Safety Hazard and Visibility
Blowing dust can be a safety hazard at construction sites and on roads and
highways. Dust can obstruct visibility and can cause accidents between
vehicles and bikes, pedestrians, or site workers. Dust plumes can also
decrease visibility across a natural area or scenic vistas. The “brown cloud”,
often visible along the Front Range during the winter months, and the
brilliant red sunsets that occur are often caused by particulate matter and
other pollutants in the air.
Page 7
3.0 Best Management Practices
This Manual describes established best management practices for controlling dust emissions that are
practical and used in common practice to prevent or mitigate impacts to air quality from dust generating
activities and sources occurring within Fort Collins. The objective of the dust control measures included
in this Manual are to reduce dust emissions from human activities and to prevent those emissions from
impacting others and are based on the following principles:
Prevent – avoid creating dust emissions through good project planning and modifying or
replacing dust generating activities.
Minimize – reduce dust emissions with methods that capture, collect, or contain emissions.
Mitigate – when preventing fugitive dust or minimizing the impacts are not feasible, the
Manual provides specific measures to mitigate dust.
More specifically, the Manual establishes the following procedures for each dust generating activity
outlined in this Chapter:
1. Required Best Management Practices – this section includes the specific measures that are
required to be implemented if the dust generating activity is occurring. For example, high wind
restrictions (temporarily halting work when wind speeds exceed 30 mph) are required best
management practices for earthmoving, demolition/renovation, saw cutting or grind, abrasive
blasting, and leaf blowing.
2. Additional Best Management Practices – this section includes additional measures if the
required best management practices are ineffective at preventing off-property transport of
particulate matter. At least one of the additional best management practices outlined in the
Manual must be implemented on the site to be in compliance with the Manual.
3. Additional Requirements – When applicable, additional measures are also required, e.g., a dust
control plan when project sites are over 5 acres in size.
Page 8
3.1 Earthmoving Activities
Above: This figure illustrates earthmoving, which is an activity that can generate dust.
Dust emissions from earthmoving activities depend on the type and extent of activity being conducted,
the amount of exposed surface area, wind conditions, and soil type and moisture content, including:
• Site preparation (clearing, grubbing, scraping)
• Road construction
• Grading and overlot grading
• Excavating, trenching, backfilling and compacting
• Loading and unloading dirt, soil, gravel, or other earth materials
• Dumping of dirt, soil, gravel, or other earth materials into trucks, piles, or receptacles
• Screening of dirt, soil, gravel, or other earth materials
Best Management Practices to Control Dust
(a) Required Best Management Practices: Any person, owner, or operator who conducts earthmoving
that is a dust generating activity or source shall implement the following best management practices to
prevent off-property transport of fugitive dust emissions:
(i) Minimize disturbed area: plan the project or activity so that the minimum amount of
disturbed soil or surface area is exposed to wind or vehicle traffic at any one time.
(ii) Reduce vehicle speeds: establish a maximum speed limit or install traffic calming devices to
reduce speeds to a rate to mitigate off-property transport of dust entrained by vehicles.
(iii) Minimize drop height: Drivers and operators shall unload truck beds and loader or
excavator buckets slowly, and minimize drop height of materials to the lowest height possible,
including screening operations.
(iv) High winds restriction: temporarily halt work activities during high wind events greater than
30 mph if operations would result in off-property transport.
(v) Restrict access: restrict access to the work area to only authorized vehicles and personnel.
Page 9
(b) Additional Best Management Practices: In the event 3.1(a)(i)-(v) are ineffective to prevent off-
property transport, the person, owner, or operator shall use at least one of the following best
management practices:
(i) Wet suppression: apply water to disturbed soil surfaces, backfill materials, screenings, and
other dust generating operations as necessary and appropriate considering current weather
conditions, and prevent water used for dust control from entering any public right-of-way,
stormwater drainage facility, or watercourse.
(ii) Wind barrier: construct a fence or other type of wind barrier to prevent wind erosion of top
soils.
(iii) Vegetation: plant vegetation appropriate for retaining soils or creating a wind break.
(iv) Surface roughening: stabilize an active construction area during periods of inactivity or
when vegetation cannot be immediately established.
(v) Synthetic or natural cover: install cover materials during periods of inactivity and properly
anchor the cover.
(vi) Soil retention: stabilize disturbed or exposed soil surface areas that will be inactive for more
than 30 days or while vegetation is being established.
(vii) Chemical stabilization: apply chemical stabilizers using manufacturer’s recommended
application rates. Avoid over-application and prevent runoff of chemical stabilizers into any
public right-of-way, storm drainage facility, or watercourse. Asphalt-based products or any
product containing cationic polyacrylamide or products deemed environmentally incompatible
with Code §26-498, or defined as a pollutant per Code §26-491, or explicitly prohibited by the
U.S. Environmental Protection Agency or the state of Colorado may not be used for chemical
stabilization. Water soluble plant-based oils or gums, clay additives, or other synthetic polymer
emulsion that are non-toxic, non-combustible, and harmless to fish, wildlife, plants, pets, and
humans may be used for chemical stabilization.
(c) Additional requirements: Any person, owner, or operator who conducts earthmoving that is a dust
generating activity or source at a construction site or land development project with a total disturbed
surface area equal to or greater than five (5) acres also shall implement the following measures:
(i) Dust Control Plan: submit a plan that describes all potential sources of fugitive dust and
methods that will be employed to control dust emissions with the development construction
permit application or development review application (see Chapter 4 of this Manual). A copy of
the Dust Control Plan must be onsite at all times and one copy must be provided to all
contractors and operators engaged in dust generating activities at the site.
(ii) Construction sequencing: include sequencing or phasing in the project plan to minimize the
amount of disturbed area at any one time. Sites with greater than 25 acres of disturbed surface
exposed at any one time may be asked to provide additional justification, revise the sequencing
plan, or include additional best management practices.
Page 10
3.2 Demolition and Renovation
Above: This photo illustrates restricting access (a mandatory measure) and a wind barrier (an
engineering control) for demolition and renovation activities.
Dust generated from demolition activities may contain significant levels of silica, lead, asbestos, and
particulate matter. Inhalation of silica and asbestos is known to cause lung cancer, and exposure to
even small quantities of lead dust can result in harm to children and the unborn.
In addition to complying with the dust control measures below, any person engaged in demolition or
renovation projects must comply with applicable state and federal regulations for asbestos and lead
containing materials and notification and inspection requirements under the State of Colorado Air
Quality Control Commission's Regulation No. 8, Part B Control of Hazardous Air pollutants.
Best Management Practices to Control Dust
(a) Required Best Management Practices: Any person, owner, or operator who conducts demolition or
renovation that is a dust generating activity or source shall implement the following best management
practices to prevent off-property transport of fugitive dust emissions:
(i) Asbestos and lead containing materials: demolition and renovation activities that involve
asbestos or lead containing materials must be conducted in accordance with Code Chapter 5
Sec. 5-27 (59) §3602.1.1;
(ii) Restrict access: restrict access to the demolition area to only authorized vehicles and
personnel;
(iii) High winds restriction: temporarily halt work activities during high wind events greater than
30 mph if operations would result in off-property transport; and
(iv) Minimize drop height: Drivers and operators shall unload truck beds and loader or excavator
buckets slowly, and minimize drop height of materials to the lowest height possible, including
screening operations.
Page 11
(b) Additional Best Management Practices: In the event 3.2(a)(i)-(iv) are ineffective to prevent off-
property transport, the person, owner, or operator shall use at least one of the following best
management practices:
(i) Wet suppression: apply water to demolished materials or pre-wet materials to be
demolished as necessary. Prevent water used for dust control from entering any public right-of-
way, storm drainage facility, or watercourse.
(ii) Chemical stabilization: apply chemical stabilizers to demolished materials or materials to be
demolished using manufacturer’s recommended application rates. Avoid over-application and
prevent runoff of chemical stabilizers into any public right-of-way, storm drainage facility, or
watercourse. Asphalt-based products or any product containing cationic polyacrylamide or
products deemed environmentally incompatible with Code §26-498, or defined as a pollutant
per Code §26-491, or explicitly prohibited by the U.S. Environmental Protection Agency or the
state of Colorado may not be used for chemical stabilization. Water soluble plant-based oils or
gums, clay additives, or other synthetic polymer emulsion that are non-toxic, non-combustible,
and harmless to fish, wildlife, plants, pets, and humans may be used for chemical stabilization.
(iii) Wind barrier: construct a fence or other type of wind barrier to prevent onsite dust
generating materials from blowing offsite.
(c) Additional requirements:
(i) Building permit compliance: comply with all conditions and requirements under any building
required pursuant to the Code and/or the Land Use Code.
Above: This photo illustrates reducing drop height, a mandatory measure.
Page 12
3.3 Stockpiles
Above: This photo illustrates wet suppression, an engineering control for stockpiles.
Stockpiles are used for both temporary and long-term storage of soil, fill dirt, sand, aggregate,
woodchips, mulch, asphalt and other industrial feedstock, construction and landscaping materials.
Fugitive dust can be emitted from stockpiles while working the active face of the pile or when wind
blows across the pile. The quantity of emissions depends on pile height and exposure to wind, moisture
content and particle size of the pile material, surface roughness of the pile, and frequency of pile
disturbance.
Best Management Practices to Control Dust
(a) Required Best Management Practices: Any owner or operator of a stockpile that is a dust generating
activity or source shall implement the following best management practices to prevent off property
transport of fugitive dust emissions:
(i) Minimize drop height: Drivers and operators shall unload truck beds and loader or excavator
buckets slowly, and minimize drop height of materials to the lowest height possible, including
screening operations.
(b) Additional Best Management Practices: In the event 3.3(a)(i) is ineffective to prevent off-property
transport, the person, owner, or operator shall use at least one of the following best management
practices:
(i) Wet suppression: Apply water to the active face when working the pile or to the entire pile
during periods of inactivity. Prevent water used for dust control from entering any public right-
of-way, storm drainage facility, or watercourse.
(ii) Synthetic or natural cover: install cover materials during periods of inactivity and anchor the
cover.
Page 13
(iii) Surface roughening: stabilize a stockpile during periods of inactivity or when vegetation
cannot be immediately established.
(iv) Stockpile location: locate stockpile at a distance equal to ten times the pile height from
property boundaries that abut residential areas.
(v) Vegetation: seed and mulch any stockpile that will remain inactive for 30 days or more.
(vi) Chemical stabilization: apply chemical stabilizers using manufacturer’s recommended
application rates. Avoid over-application and prevent runoff of chemical stabilizers into any
public right-of-way, storm drainage facility, or watercourse. Asphalt-based products or any
product containing cationic polyacrylamide or products deemed environmentally incompatible
with Code §26-498, or defined as a pollutant per Code §26-491, or explicitly prohibited by the
U.S. Environmental Protection Agency or the state of Colorado may not be used for chemical
stabilization. Water soluble plant-based oils or gums, clay additives, or other synthetic polymer
emulsion that are non-toxic, non-combustible, and harmless to fish, wildlife, plants, pets, and
humans may be used for chemical stabilization.
(vii) Enclosure: construct a three-sided structure equal to or greater than the height of the pile
to shelter the pile from the predominant winds.
(c) Additional requirements:
(i) Stockpile permit compliance: comply with all conditions and requirements under any
stockpile permit required under the Code or the r Land Use Code.
(ii) Erosion control plan compliance: implement and comply with all conditions and
requirements in Section §26-500 “Fort Collins Storm Criteria”; specifically, Volume 3 Chapter 7
“Construction BMPs”. The criteria requirement may require the use of Erosion Control
Materials, soil stockpile height limit of ten feet, watering, surface roughening, vegetation, silt
fence and other control measures as contained in that chapter.
Left: This
picture
illustrates
one of the
additional
best
management
practices for
stockpiles –
to use a
synthetic
cover.
Page 14
3.4 Street Sweeping
Left: This figure illustrates the use
of a wet suppression and vacuum
system, an additional best
management practice for street
sweeping.
Street sweeping is an effective method for removing dirt and debris from streets and preventing it from
entering storm drains or becoming airborne. Regenerative air sweepers and mechanical sweepers with
water spray can also be effective at removing particulate matter from hard surfaces.
Best Management Practices to Control Dust
(a) Required Best Management Practices: Any owner or operator that conducts sweeping operations or
services on paved or concrete roads, parking lots, rights-of-way, pedestrian ways, plazas or other solid
surfaces, and whose operations are a dust generating activity or source shall implement all of the
following best management practices to prevent off-property transport of fugitive dust emissions:
(i) Uncontrolled sweeping prohibited: the use of rotary brushes, power brooms, or other
mechanical sweeping for the removal of dust, dirt, mud, or other debris from a paved public
road, right-of-way, or parking lot without the use of water, vacuum system with filtration, or
other equivalent dust control method is prohibited. Mechanical or manual sweeping that occurs
between lifts of asphalt paving operations is excluded from this prohibition, due to engineering
requirements associated with these operations.
(b) Additional Best Management Practices: In the event 3.4(a)(i) is ineffective to prevent off-property
transport, the person, owner, or operator shall use at least one of the following best management
practices:
(i) Wet suppression: use a light spray of water or wetting agent applied directly to work area or
use equipment with water spray system while operating sweeper or power broom. Prevent
water used for dust control from entering any storm drainage facility or watercourse.
(ii) Vacuum system: use sweeper or power broom equipped with a vacuum collection and
filtration system.
(iii) Other method: use any other method to control dust emissions that has a demonstrated
particulate matter control efficiency of 80 percent or more.
Page 15
3.5 Track-out / Carry-out
Above: This figure illustrates an installed grate (left) and a gravel bed (right), both of which are
additional best management practices associated with track-out/carry-out.
Mud, dirt, and other debris can be carried from a site on equipment’s wheels or undercarriage onto
public roads. When this material dries, it can become airborne by wind activity or when other vehicles
travel on it. This is a health concern and can cause visibility issues and safety hazards.
Best Management Practices to Control Dust
(a) Required Best Management Practices: Any owner or operator of any operation that has the
potential to result in track-out of dirt, dust, or debris on public roads and rights-of-way and whose
operation is a dust generating activity or source shall implement the following best management
practices to prevent off-property transport of fugitive dust emissions:
(i) Contracts and standards: comply with track-out prevention requirements and construction
best management practices as set forth in the Code, City regulations, or policies and as
specified in applicable contract documents or Fort Collins Stormwater Criteria Manual.
(ii) Remove deposition: promptly remove any deposition that occurs on public roads or rights-
of-way as a result of the owner’s or operator’s operations. Avoid over-watering and prevent
runoff into any storm drainage facility or watercourse.
(b) Additional Best Management Practices: In the event 3.5(a)(i)-(ii) are ineffective to prevent off-
property transport, the person, owner, or operator shall use at least one of the following best
management practices:
(i) Install rails, pipes, grate, or similar track-out control device.
(ii) Install a gravel bed track-out apron that extends at least 50 feet from the intersection with a
public road or right-of-way.
(iii) Install gravel bed track-out apron with steel cattle guard or concrete wash rack.
(iv) Install and utilize on-site vehicle and equipment washing station.
(v) Install a paved surface that extends at least 100 feet from the intersection with a public road
or right-of-way.
(vi) Manually remove mud, dirt, and debris from equipment and vehicle wheels, tires and
undercarriage.
Page 16
3.6 Bulk Materials Transport
Above: This figure illustrates covered loads, a required best management practice for bulk materials
transport.
Haul trucks are used to move bulk materials, such as dirt, rock, demolition debris, or mulch to and from
construction sites, material suppliers and storage yards. Dust emissions from haul trucks, if
uncontrolled, can be a safety hazard by impairing visibility or by depositing debris on roads, pedestrians,
bicyclists, or other vehicles.
Best Management Practices to Control Dust
(a) Required Best Management Practices: Any owner or operator of a dust generating activity or source
for which vehicles used for transporting bulk materials to and from a site within the City on a public or
private road or on a public right-of-way shall prevent off-vehicle transport of fugitive dust emissions. To
prevent off-vehicle transport of fugitive dust to and from the site, the owner or operator shall
implement the following measures :
(i) Cover Loads: Loads shall be completely covered or all material enclosed in a manner that
prevents the material from blowing, dropping, sifting, leaking, or otherwise escaping from the
vehicle. This includes the covering of hot asphalt and asphalt patching material with a tarp or
other impermeable material.
(ii) Minimize drop height: Drivers and operators shall unload truck beds and loader or excavator
buckets slowly, and minimize drop height of materials to the lowest height possible, including
screening operations.
(b) Additional Best Management Practices: In the event 3.6(a)(i)-(ii) are ineffective to prevent off-
vehicle transport, the person, owner, or operator shall use at least one of the following best
management practices:
Page 17
(i) Wet suppression: apply water to bulk materials loaded for transport as necessary to prevent
fugitive dust emissions and deposition of materials on roadways. Prevent water used for dust
control from entering any public right-of-way, storm drainage facility, or watercourse.
(ii) Chemical stabilization: apply chemical stabilizers using manufacturer’s recommended
application rates. Avoid over-application and prevent runoff of chemical stabilizers into any
public right-of-way, storm drainage facility, or watercourse. Asphalt-based products or any
product containing cationic polyacrylamide or products deemed environmentally incompatible
with Code §26-498, or defined as a pollutant per Code §26-491, or explicitly prohibited by the
U.S. Environmental Protection Agency or the state of Colorado may not be used for chemical
stabilization. Water soluble plant-based oils or gums, clay additives, or other synthetic polymer
emulsion that are non-toxic, non-combustible, and harmless to fish, wildlife, plants, pets, and
humans may be used for chemical stabilization.
(iii) Other technology: use other equivalent technology that effectively eliminates off-vehicle
transport, such as limiting the load size to provide at least three inches of freeboard to prevent
spillage.
Above: This figure illustrates minimizing drop heights, a required best management practice for bulk
materials transport.
Page 18
3.7 Unpaved Roads and Haul Roads
Above: This figure illustrates surface improvements on an unpaved road, an additional best management
practice.
Road dust from unpaved roads is caused by particles lifted by and dropped from rolling wheels traveling
on the road surface and from wind blowing across the road surface. Road dust can aggravate heart and
lung conditions as well as cause safety issues such as decreased driver visibility and other safety hazards.
Best Management Practices to Control Dust
(a) Required Best Management Practices: Any owner or operator of an unpaved road located on a
construction site greater than five acres on private property or an unpaved road used as a public right-
of-way shall implement the following best management practices to prevent off-property transport of
fugitive dust emissions:
(i) Reduce vehicle speeds: establish a maximum speed limit or install traffic calming devices to
reduce speeds to a rate that prevents off-property transport of dust entrained by vehicles.
(ii) Restrict access: restrict travel on unpaved roads by limiting access to only authorized vehicle
use.
(b) Additional Best Management Practices: In the event 3.7(a)(i)-(ii) are ineffective to prevent off-
property transport, the person, owner, or operator shall use at least one of the following best
management practices:
(i) Wet suppression: apply water to unpaved road surface as necessary and appropriate
considering current weather conditions, and prevent water used for dust control from entering
any public right-of-way, storm drainage facility, or watercourse.
(ii) Surface improvements: install gravel or similar materials with sufficient depth to reduce dust
or pave high traffic areas.
Page 19
(iii) Chemical stabilization: apply chemical stabilizers appropriate for high traffic areas using
manufacturer’s recommended application rates. Avoid over-application and prevent runoff of
chemical stabilizers into any public right-of-way, storm drainage facility, or watercourse.
Asphalt-based products or any product containing cationic polyacrylamide or products deemed
environmentally incompatible with Code §26-498, or defined as a pollutant per Code §26-491,
or explicitly prohibited by the U.S. Environmental Protection Agency or the state of Colorado
may not be used for chemical stabilization. Water soluble plant-based oils or gums, clay
additives, or other synthetic polymer emulsion that are non-toxic, non-combustible, and
harmless to fish, wildlife, plants, pets, and humans may be used for chemical stabilization.
(iv) Access road location: locate site access roads away from residential or other populated
areas.
Above: This figure illustrates wet suppression, an additional best management practice for
unpaved or haul roads.
Page 20
3.8 Parking Lots
Above: This figure illustrates an unpaved parking lot in Fort Collins.
This section applies to paved and unpaved areas where vehicles are parked or stored on a routine basis
and includes parking areas for shopping, recreation, or events; automobile or vehicle storage yards; and
animal staging areas.
Best Management Practices to Control Dust- Unpaved Parking Lots
(a) Required Best Management Practices: Any owners or operator of an unpaved parking lot greater
than one-half acre shall use at least one of the following best management practices to prevent off-
property transport of fugitive dust emissions
(i) Surface improvements: install gravel or similar materials with sufficient depth to reduce dust
or pave high traffic areas.
(ii) Vegetation: plant vegetation appropriate for retaining soils or creating a wind break.
(iii) Wet suppression: apply water as necessary and appropriate considering current weather
conditions to prevent off-property transport of fugitive dust emissions. Prevent water used for
dust control from entering any public right-of-way, storm drainage facility, or watercourse.
(iv) Chemical stabilization: apply chemical stabilizers appropriate for high traffic areas using
manufacturer’s recommended application rates. Avoid over-application and prevent runoff of
chemical stabilizers into any public right-of-way, storm drainage facility, or watercourse.
Asphalt-based products or any product containing cationic polyacrylamide or products deemed
environmentally incompatible with Code §26-498, or defined as a pollutant per Code §26-491,
or explicitly prohibited by the U.S. Environmental Protection Agency or the state of Colorado
may not be used for chemical stabilization. Water soluble plant-based oils or gums, clay
additives, or other synthetic polymer emulsion that are non-toxic, non-combustible, and
harmless to fish, wildlife, plants, pets, and humans may be used for chemical stabilization.
(v) Wind barrier: construct a fence or other type of wind barrier.
(vi) Reduce vehicle speeds: establish a maximum speed limit or install traffic calming devices to
reduce speeds to a rate that prevents off-property transport of dust entrained by vehicles.
Page 21
(vii) Restrict access: restrict travel in parking lots to only those vehicles with essential duties and
limit access to hours of operation or specific events.
Best Management Practices to Control Dust- Paved Parking Lots
(a) Required Best Management Practices: An owner or operator of a paved parking lot greater than
one-half acre and shall use at least one of the following best management practices to prevent off-
property transport of fugitive dust emissions.
(i) Maintenance: repair potholes and cracks and maintain surface improvements.
(ii) Mechanical sweeping: Sweep lot with a vacuum sweeper and light water spray as necessary
to remove dirt and debris. Avoid overwatering and prevent runoff from entering any public
right-of-way, storm drainage facility, or watercourse.
(iii) Reduce vehicle speeds: establish a maximum speed limit or install traffic calming devices to
reduce speeds to a rate that prevents off-property transport of dust entrained by vehicles.
(iv) Restrict access: restrict travel in parking lots to only those vehicles with essential duties and
limit access to hours of operation or specific events.
Above: This photo represents improving the surface of a parking area, which is one measure to
comply with the Manual.
Page 22
3.9 Open Areas and Vacant Lots
Above: These photos illustrate open areas in Fort Collins, which have the potential to generate dust.
Open areas are typically not a significant source of wind-blown dust emissions if the coverage of
vegetation is sufficient or soil crusts are intact. However, if soils in open areas are disturbed by vehicle
traffic, off-highway vehicle use, bicycling or grazing, or if they have become overpopulated by prairie
dogs, dust emissions can become a problem.
Best Management Practices to Control Dust
(a) Required Best Management Practices: Any owner or operator of an open area greater than one-half
acre shall use at least one of the following best management practices to stabilize disturbed or exposed
soil surface areas that are intended to or remain exposed for 30 days or more and to prevent off-
property transport of fugitive dust emissions:
(i) Vegetation: plant vegetation appropriate for retaining soils or creating a wind break.
(ii) Synthetic or natural cover: install cover materials over exposed areas during periods of
inactivity and properly anchor the cover.
(iii) Surface roughening: stabilize an exposed area during periods of inactivity or when
vegetation cannot be immediately established.
(iv) Soil retention: stabilize disturbed or exposed soil surface areas that will be inactive for more
than 30 days or while vegetation is being established, using mulch, compost, soil mats, or other
methods.
(v) Wet suppression: apply water to disturbed soil surfaces as necessary and appropriate
considering current weather to prevent off-property transport of fugitive dust emissions.
Prevent water used for dust control from entering any public right-of-way, storm drainage
facility, or watercourse.
(vi) Wind barrier: construct a fence or other type of wind barrier to prevent wind erosion of top
soils.
(vii) Chemical stabilization: apply chemical stabilizers using manufacturer’s recommended
application rates. Avoid over-application and prevent runoff of chemical stabilizers into any
public right-of-way, storm drainage facility, or watercourse. Asphalt-based products or any
Page 23
product containing cationic polyacrylamide or products deemed environmentally incompatible
with Code §26-498, or defined as a pollutant per Code §26-491, or explicitly prohibited by the
U.S. Environmental Protection Agency or the state of Colorado may not be used for chemical
stabilization. Water soluble plant-based oils or gums, clay additives, or other synthetic polymer
emulsion that are non-toxic, non-combustible, and harmless to fish, wildlife, plants, pets, and
humans may be used for chemical stabilization.
Page 24
3.10 Saw Cutting and Grinding
Above: This photo illustrates concrete cutting and how the activity can generate dust.
Cutting and grinding of asphalt, concrete and other masonry materials can be a significant short-term
source of fugitive dust that may expose workers and the public to crystalline silica. Inhalation of silica
can cause lung disease known as silicosis and has been linked to other diseases such as tuberculosis and
lung cancer. Using additional best management practices during cutting and grinding operations can
significantly reduce dust emissions.
Best Management Practices to Control Dust
(a) Required Best Management Practices: Any person, owner, or operator that cuts or grinds asphalt,
concrete, brick, tile, stone, or other masonry materials and whose operations are a dust generating
activity or source shall use the following best management practices to prevent off-property transport
of fugitive dust emissions:
(i) Restrict access: prevent the public from entering the area where dust emissions occur.
(ii) High winds restriction: temporarily halt work activities during high wind events greater than
30 mph if operations would result in off-property transport.
(iii) Equipment and work area clean up: use wet wiping, wet sweeping, or vacuuming with HEPA
filtration for equipment and work area clean up and do not cause dust to become airborne
during clean up.
(iv) Slurry clean up: prevent water used for dust control or clean up from entering any public
right-of-way, storm drainage facility, or watercourse by using containment, vacuuming,
absorption, or other method to remove the slurry, and dispose of slurry and containment
materials properly. Follow additional procedures prescribed in the City’s Fort Collins Stormwater
Criteria Manual or contract documents and specifications.
(b) Additional Best Management Practices: In the event 3.10(a)(i)-(iv) are ineffective to prevent off-
property transport, the person, owner, or operator shall use at least one of the following best
management practices:
Page 25
(i) On-tool local exhaust ventilation: use a tool-mounted dust capture and collection system.
(ii) On-tool wet suppression: use a tool-mounted water application system.
(iii) Vacuuming: use a vacuum equipped with a HEPA filter simultaneously with cutting or
grinding operations.
(iv) Wet suppression: use a water sprayer or hose simultaneously with cutting or grinding
operations.
(v) Enclosure: conduct cutting or grinding within an enclosure with a dust collection system or
temporary tenting over the work area.
Above: These photos illustrate how dust generated from cutting can be minimized by applying on-tool
wet suppression, an additional best management practice associated with saw cutting and grinding.
Page 26
3.11 Abrasive Blasting
Above: This photo illustrates abrasive blasting without dust mitigation in place.
Abrasive blasting is used to smooth rough surfaces; roughen smooth surfaces; and remove paint, dirt,
grease, and other coatings from surfaces. Abrasive blasting media may consist of sand; glass, plastic or
metal beads; aluminum oxide; corn cobs; or other materials. Abrasive blasting typically generates a
significant amount of fugitive dust if not controlled. The material removed during abrasive blasting can
become airborne and may contain silica, lead, cadmium or other byproducts removed from the surface
being blasted.*
Best Management Practices to Control Dust
(a) Required Best Management Practices: Any person, owner, or operator who conducts outdoor
abrasive blasting or indoor abrasive blasting with uncontrolled emissions vented to the outside and
whose operations are a dust generating activity or source shall implement all of the following best
management practices to prevent off-property transport of fugitive dust emissions:
(i) Restrict access: prevent the public from entering the area where dust emissions occur.
(ii) High winds restriction: temporarily halt work activities during high wind events greater than
30 mph if operations would result in off-property transport.
(iii) Equipment and work area clean up: use wet wiping, wet sweeping, or vacuuming with HEPA
filtration for equipment and work area clean up and do not cause dust to become airborne
during clean up.
(iv) Slurry clean up: prevent water used for dust control or clean up from entering any public
right-of-way, storm drainage facility, or watercourse by using containment, vacuuming,
absorption, or other method to remove the slurry, and dispose of slurry and containment
materials properly.
(b) Additional Best Management Practices: In the event 3.11(a)(i)-(iv) are ineffective to prevent off-
property transport, the person, owner, or operator shall use at least one of the following best
management practices:
(i) Enclosure: conduct abrasive blasting within an enclosure with a dust collection system or
temporary tenting over the work area.
Page 27
(ii) Wet suppression blasting: use one of several available methods that mix water with the
abrasive media or air during blasting operations.
(iii) Vacuum blasting: conduct air-based blasting that uses a nozzle attachment with negative air
pressure to capture dust.
(iv) Abrasive media: select less toxic, lower dust-generating blasting media.
* Blasting on surfaces that contain lead paint or wastes from sand blasting that contain hazardous materials may be subject
to additional state and federal requirements.
Above: This photo illustrates wet suppression blasting, an additional best management practice.
Page 28
3.12 Mechanical Blowing
Above: This photo illustrates mechanical blowing without dust mitigation in place.
Mechanical blowers are commonly used to move dirt, sand, leaves, grass clippings and other
landscaping debris to a central location for easier pick-up and removal. Mechanical blowing with a leaf
blower can be a significant source of fugitive dust in some situations and can create nuisance conditions
and cause health effects for sensitive individuals. Mechanical blowing can resuspend dust particles that
contain allergens, pollens, and molds, as well as pesticides, fecal contaminants, and toxic metals causing
allergic reactions, asthma attacks and exacerbating other respiratory illnesses.
Best Management Practices to Control Dust
(a) Required Best Management Practices: Any person, owner, or operator who operates a mechanical
leaf blower (gas, electric, or battery-powered) in a manner that is a dust generating activity or source
shall use at least one of the following best management practices as necessary to prevent off-property
transport of fugitive dust emissions
(i) Low speed: use the lowest speed appropriate for the task and equipment.
(ii) Operation: use the full length of the blow tube and place the nozzle as close to the ground as
possible.
(iii) High winds restriction: temporarily halt work activities during high wind events greater than
30 mph if operations would result in off-property transport.
(b) Additional Best Management Practices: In the event 3.11(a)(i)-(iii) are ineffective to prevent off-
property transport, the person, owner, or operator shall use at least one of the following best
management practices:
(i) Alternative method: use an alternative such as a rake, broom, shovel, manually push
sweeper or a vacuum machine equipped with a filtration system.
(ii) Prevent impact: do not blow dust and debris off-property or in close proximity to people,
animals, open windows, air intakes, or onto adjacent property, public right-of-way, storm
drainage facility, or watercourse.
Page 29
(iii) Minimize use on dirt: minimize the use of mechanical blower on unpaved surfaces, road
shoulders, or loose dirt.
(iv) Wet suppression: use a light spray of water, as necessary and appropriate considering
current weather conditions, to dampen dusty work areas. Prevent water, dirt, and debris from
entering any storm drainage facility, or watercourse.
(v) Remove debris: remove and properly dispose of blown material immediately.
Above: These photos illustrate alternative methods to mechanical blowing that can minimize dust
generation.
Page 30
4.0 Dust Control Plan for Land Development Greater Than Five Acres
A dust control plan is required for all development projects or construction sites with a total disturbed
surface area equal to or greater than five (5) acres. If the project is required to obtain a development
construction permit, then the dust control plan shall be submitted with the development review
application or the development construction permit application. A copy of the dust control plan shall be
available onsite at all times for compliance and inspection purposes.
For dust control plans associated with a Development Construction Permit (DCP), applications for the
DCP are available online at www.fcgov.com/developmentreview/applications.php. The dust control plan
may be submitted on the Dust Control Plan Form included in Chapter 4 of this Manual or other
equivalent format and shall include the following information:
• Project name and location.
• Name and contact information of property owner.
• Project start and completion dates.
• Name and contact information of the developer, general contractor, and each contractor or
operator that will be engaged in an earthmoving activity.
• Total size of the development project or construction site in acres.
• A description of the project phasing or sequencing of the project to minimize the amount of
disturbed surface area at any one time during the project.
• A list of each dust generating activity or source associated with the project.
• A list of each best management practice and engineering control that will be implemented for
each dust generating activity or source.
• A list of additional best management practices that will be implemented if initial controls are
ineffective.
• A signed statement from the property owner, developer, general contractor, and each
contractor or operator engaged in an earthmoving activity acknowledging receipt of the Dust
Control Plan and an understanding of and ability to comply with the best management practices
in the plan.
Page 31
DUST CONTROL PLAN
PROJECT INFORMATION
Project Name
Project Location
Start and Completion Dates
Total Size of Project Site (acres)
Maximum disturbed surface area at
any one time (acres)
Property Owner
name, address, phone, e-mail
Developer
name, address, phone, e-mail
General Contractor
name, address, phone, e-mail
Subcontractor or Operator
of a dust generating activity or source
name, address, phone, e-mail
Subcontractor or Operator
of a dust generating activity or source
name, address, phone, e-mail
Subcontractor or Operator
of a dust generating activity or source
name, address, phone, e-mail
PROJECT PHASING OR SEQUENCING
Provide a description of how this project will be phased or sequenced to minimize the disturbed surface
area. Attach phasing plan or map if available.
Page 32
DUST CONTROL PLAN CERTIFICATION
I certify the information and attachments contained in this Dust Control Plan are true and correct to the
best of my knowledge and that I and the project's subcontractors have received a copy of this Dust
Control Plan and acknowledge my understanding of and ability to comply with best management
practices for controlling fugitive dust emissions. I hereby permit City officials to enter upon the property
for the purpose of inspection of any dust generating activity or source for which I am the responsible
person, owner, or operator.
Name: ________________________________________________________________________________
Title: ___________________________________ Role on project: ________________________________
Address: ________________________________________________ Phone:
__________________________
Signature: ___________________________________________________ Date: ____________________
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
List of Subcontractors:
Title: ___________________________________ Role on project: ________________________________
Title: ____________________________________ Role on project: ________________________________
Title: ___________________________________ Role on project: ________________________________
Title: ____________________________________Role on project: ________________________________
Title: ____________________________________Role on project: ________________________________
Title: ___________________________________ Role on project: ________________________________
Title: ___________________________________ Role on project: ________________________________
Title: ___________________________________ Role on project: ________________________________
Page 33
Instructions: Place an X in each box indicating all best management practices that will be implemented for each dust
generating activity. Please refer to the Dust Prevention and Control Manual for requirements.
Dust Generating Activity
/Best Management Practice
Earthmoving
Demolition/
Renovation
Stockpile
Street Sweeping
Track-out /Carry-
out
Bulk Materials
Transport
Unpaved Roads
and Haul Roads
Parking Lot
Open Area
Saw Cutting or
Grinding
Abrasive Blasting
Leaf Blowing
.
Abrasive media
Asbestos or lead materials
Building permit
Chemical stabilization
Construction sequencing
Drop height
Enclosure
Equipment &work area clean up
Erosion Control plan
High winds restriction
Load cover
Leaf blowing techniques
Location
Minimize disturbed area
On-tool local exhaust ventilation
On-tool wet suppression
Other method
Reduce vehicle speeds
Remove deposition
Restrict access
Slurry clean up
Soil retention
Stockpile permit
Surface improvements
Surface roughening
Sweeping
Synthetic or natural cover
Track-out prevention system
Uncontrolled sweeping prohibited
Vacuum
Vegetation
Wet suppression
Wind barrier
Describe any additional dust generating activities and best management practices that will be used:
Page 34
5.0 Resources
5.1 Cross Reference to Codes, Standards, Regulations, and Policies
Earthmoving Activities
Fort Collins Land Use Code Article 3 General Development Standards §3.2.2 Access, Circulation and
Parking.
Fort Collins Land Use Code Article 3 General Development Standards §3.4.1(N) Standards for Protection
During Construction.
Fort Collins Land Use Code Article 3 General Development Standards §3.4.2 Air Quality.
Fort Collins City Code, Chapter 5 Buildings and Building Regulations, Section 5-27 (59) §3602.1.1
Building demolitions.
Fort Collins City Code Chapter 20 Nuisances, Article 1 In General, §20-1 Air pollution nuisances
prohibited.
Fort Collins City Code Chapter 23 Public Property §23-16. Permit required; exception in case of
emergency.
Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control.
Fort Collins Stormwater Criteria Manual, Volume 3, Chapter 7, Section 1.3 Policy, Standards and
Submittal Requirements, §1.3.3.e.5.
Fort Collins Stormwater Criteria Manual – Fact Sheet SM-1 Construction Phasing/Sequencing and Fact
Sheet EC-1 Surface Roughening.
Larimer County Land Use Code §8.11.4. Fugitive dust during construction.
State of Colorado, Air Quality Control Commission, 5 CCR 1001-3, Regulation No. 1, §III.D.2.b
Construction Activities.
OSHA Safety and Health Regulations for Construction 29 CFR Part 1926.55 Gases, vapors, fumes, dusts,
and mists.
Demolition and Renovation
Fort Collins Land Use Code, Division 2.7 Building Permits §2.7.1
Fort Collins City Code, Chapter 5 Buildings and Building Regulations, Section 5-27 (59) §3602.1.1
Building demolitions.
Page 35
Fort Collins City Code Chapter 20 Nuisances, Article 1 In General, §20-1 Air pollution nuisances
prohibited.
Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control.
State of Colorado, Air Quality Control Commission, Regulation Number 8, Part B Control of Hazardous
Air Pollutants, 5 CCR 1001-10.
Stockpiles
Fort Collins Land Use Code, Division 2.6 Stockpiling Permits and Development Construction Permits
§2.6.2.
Fort Collins Land Use Code §2.6.3 (K) Stockpiling Permit and Development Construction Permit Review
Procedures.
Fort Collins City Code Chapter 20 Nuisances, Article 1 In General, §20-1 Air pollution nuisances
prohibited.
Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control.
Fort Collins Stormwater Criteria Manual Volume 3, Chapter 7, Section 1.3 Policy, Standards and
Submittal Requirements, §1.3.3.e.7.
Fort Collins Stormwater Criteria Manual - Fact Sheet MM-2 Stockpile Management.
State of Colorado, Air Quality Control Commission, 5 CCR 1001-3, Regulation No. 1, §III.D.2.c Storage and
Handling of Materials.
Street Sweeping
Fort Collins City Code Chapter 20 Nuisances, Article 1 In General, §20-1 Air pollution nuisances
prohibited.
Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control.
Fort Collins Stormwater Criteria Manual - Fact Sheet SM-7 Street Sweeping and Vacuuming.
Track-out/Carry-out
Fort Collins Traffic Code, Part 1407 Spilling loads on highways prohibited.
Fort Collins Land Use Code §5.2.1 Definitions Maintenance (of a newly constructed street).
Fort Collins City Code: Chapter 20 – Nuisances, Article V - Dirt, Debris and Construction Waste, §Sec.
20-62. Depositing on streets prohibited.
Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control.
Fort Collins Stormwater Criteria Manual, Volume 3, Chapter 7, Section 1.3 Policy, Standards and
Submittal Requirements, §1.3.3.e.8.
Page 36
Fort Collins Stormwater Criteria Manual – Fact Sheet SM-4 Vehicle Tracking Control.
Fort Collins Stormwater Criteria Manual – Fact Sheet SM-7 Street Sweeping and Vacuuming.
State of Colorado, Air Quality Control Commission, 5 CCR 1001-3, Regulation No. 1, §III.D.2.a.(ii).(B)
General Requirements.
Bulk Materials Transport
Fort Collins Traffic Code, Part 1407 Spilling loads on highways prohibited.
Fort Collins City Code Chapter 20 Nuisances, Article 1 In General, §20-1 Air pollution nuisances
prohibited.
Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control.
State of Colorado, Air Quality Control Commission, 5 CCR 1001-3, Regulation No. 1, §III.D.2.f Haul Trucks.
Colorado Revised Statutes. 42-4-1407 Spilling loads on highways prohibited.
Unpaved Roads and Haul Roads
Fort Collins City Code Chapter 20 Nuisances, Article 1 In General, §20-1 Air pollution nuisances
prohibited.
Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control.
State of Colorado, Air Quality Control Commission, 5 CCR 1001-3, Regulation No. 1, §III.D.2.a Roadways
and §III.D.2.e Haul Roads.
Parking Lots
Fort Collins City Code Chapter 20 Nuisances, Article 1 In General, §20-1 Air pollution nuisances
prohibited.
Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control.
Open Areas and Vacant Lots
Fort Collins City Code Chapter 20 Nuisances, Article 1 In General, §20-1 Air pollution nuisances
prohibited.
Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control.
Saw Cutting and Grinding
Fort Collins City Code Chapter 20 Nuisances, Article 1 In General, §20-1 Air pollution nuisances
prohibited.
Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control.
Fort Collins Stormwater Criteria Manual – Fact Sheet SM-12 Paving and Grinding Operations.
Page 37
Colorado Department of Transportation Standard Specifications for Road and Bridge Construction,
Section 208.04 Best Management Practices for Stormwater.
Abrasive Blasting
Fort Collins City Code Chapter 20 Nuisances, Article 1 In General, §20-1 Air pollution nuisances
prohibited.
Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control.
Mechanical (Leaf) Blowing
Fort Collins City Code Chapter 20 Nuisances, Article 1 In General, §20-1 Air pollution nuisances
prohibited.
Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control.
5.2 City of Fort Collins Manuals and Policies
Fort Collins Stormwater Criteria Manual http://www.fcgov.com/utilities/business/builders-and-
developers/development-forms-guidelines-regulations/stormwater-criteria
City of Fort Collins Parks and Recreation Environmental Best Management Practices Manual 2011,
Chapter Four: Best Management Practices for Construction http://www.fcgov.com/parks/pdf/bmp.pdf
City of Fort Collins Building Design and Construction Standards, Oct. 2013
http://www.fcgov.com/opserv/pdf/building-design-standards2.pdf?1390850442
City of Fort Collins, Recommended Species and Application Rates of Perennial Native Upland Grass Seed
for Fort Collins, Colorado.
City of Fort Collins Plant List, April 2011.
5.3 References for Dust Control
Leaf Blowing
A Report to the California Legislature on the Potential Health and Environmental Impacts of Leaf
Blowers, California Environmental Protection Agency – Air Resources Board, Feb. 2000.
http://www.arb.ca.gov/msprog/mailouts/msc0005/msc0005.pdf
Abrasive Blasting
Sandblasting and Other Air-based Blasting Fact Sheet, Minnesota Pollution Control Agency, Dec. 2011.
Protecting Workers from the Hazards of Abrasive Blasting Materials, OSHA Fact Sheet.
California Air Resources Board, Abrasive Blasting Program.
http://www.arb.ca.gov/ba/certabr/certabr.htm
Page 38
Saw Cutting
OSHA Fact Sheet on Crystalline Silica Exposure
https://www.osha.gov/OshDoc/data_General_Facts/crystalline-factsheet.pdf
State of New Jersey – Dry Cutting and Grinding Fact Sheet
http://www.state.nj.us/health/surv/documents/dry_cutting.pdf
Centers for Disease Control and Prevention - Engineering Controls for Silica in Construction
http://www.cdc.gov/niosh/topics/silica/cutoffsaws.html
Shepherd-S; Woskie-S, Controlling Dust from Concrete Saw Cutting. Journal of Occupational and
Environmental Hygiene, 2013 Feb; 10(2):64-70. http://www.cdc.gov/niosh/nioshtic-2/20042808.html
Akbar-Khanzadeh F, Milz SA, Wagner CD, Bisesi MS, Ames AL, Khuder S, Susi P, Akbar-Khanzadeh M,
Effectiveness of dust control methods for crystalline silica and respirable suspended particulate matter
exposure during manual concrete surface grinding. Journal of Occupational and Environmental Hygiene,
2010 Dec;7(12):700-11. http://www.ncbi.nlm.nih.gov/pubmed/21058155
HSE, On-Tool Controls to Reduce Exposure to Respirable Dusts in the Construction Industry – A Review.
Health and Safety Executive, RR926, 2012, Derbyshire, U.K.
http://www.hse.gov.uk/research/rrpdf/rr926.pdf
Croteau G, Guffey S, Flanagan ME, Seixas N, The Effect of Local Exhaust Ventilation Controls on Dust
Exposures During Concrete Cutting and Grinding Activities. American Industrial Hygiene Association
Journal, 2002 63:458–467
http://deohs.washington.edu/sites/default/files/images/general/CroteauThesis.pdf
Unpaved Roads, Parking Lots, and Open Areas
Dust Control from Unpaved Roads and Surfaces, Code 373, USDA-NRCS, April 2010.
http://www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/nrcs143_025946.pdf
CPWA, 2005, Dust Control for Unpaved Roads, A Best Practice by the National Guide to Sustainable
Municipal Infrastructure, Canadian Public Works Association.
Colorado Forest Road Field Handbook, Colorado State Forest, Editor: Richard M. Edwards, CF; CSFS
Assistant Staff Forester, July 2011.
Fay L., Kociolek A., Road Dust Management and Future Needs: 2008 Conference Proceedings, Western
Transportation Institute, March 2009.
Chemical Stabilizers
Interim Guidelines on Dust Palliative Use in Clark County, Nevada. Nevada Division of Environmental
Protection, Feb. 2001. http://ndep.nv.gov/admin/dustpa1.pdf
Bolander, Peter, ed. 1999. Dust Palliative Selection and Application Guide. Project Report. 9977-1207-
SDTDC. San Dimas, CA: U.S. Department of Agriculture, Forest Service, San Dimas Technology and
Development Center. http://www.fs.fed.us/eng/pubs/html/99771207/99771207.html
Page 39
Techniques for Fugitive Dust Control – Chemical Suppressants, City of Albuquerque NM, website last
accessed on Oct. 25, 2014.
http://www.cabq.gov/airquality/business-programs-permits/ordinances/fugitive-dust/fugitive-dust-
control
USDA BioPreferred Catalog: Dust Suppressants
http://www.biopreferred.gov/BioPreferred/faces/catalog/Catalog.xhtml
USGS Columbia Environmental Research Center Project: Environmental Effects of Dust Suppressant
Chemicals on Roadside Plant and Animal Communities,
http://www.cerc.usgs.gov/Projects.aspx?ProjectId=77
Street Sweeping
U.S. Department of Transportation, Federal Highway Administration, Stormwater Best Management
Practices: Street Sweeper Fact Sheet. http://environment.fhwa.dot.gov/ecosystems/ultraurb/3fs16.asp
Agriculture and Livestock
Agricultural Air Quality Conservation Measures - Reference Guide for Cropping Systems and General
Land Management, USDA-NRCS, Oct. 2012.
http://www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/stelprdb1049502.pdf
Dust Control from Animal Activity on Open Lot Surfaces, Code 375, USDA-NRCS, Sept. 2010.
http://www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/nrcs143_025821.pdf
Residue and Tillage Management, Reduced Till, Code 345, USDA-NRCS, Dec. 2013.
http://www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/stelprdb1251402.pdf
Herbaceous Wind Barriers, Code 603, USDA-NRCS, Jan. 2010.
http://www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/nrcs143_025927.pdf
Michalewicz, D. A., J. D. Wanjura, B. W. Shaw, and C. B. Parnell. 2005. Evaluation of sources and controls
of fugitive dust from agricultural operations. In Proc. 2005 Beltwide Cotton Conference.
http://caaqes.tamu.edu/Publication-Particulate%20Matter.html
Harner J., Maghirang R., Razote E., Water Requirements for Dust Control on Feedlots, from the
proceedings of Mitigating Air Emissions From Animal Feeding Operations Conference, May 2008.
http://www.extension.org/pages/23966/water-requirements-for-dust-control-on-feedlots
California Air Pollution Control Officers Association Agriculture Clearinghouse
http://www.capcoa.org/ag-clearinghouse/
U.S. Department of Agriculture Natural Resources Conservation Service - Nevada, Fugitive Dust: A Guide
to the Control of Windblown Dust on Agricultural Lands in Nevada. Jan. 2007.
http://www.cdsn.org/images/FugitiveDustGuide_v7_201_.pdf
Demolition and Renovation
Page 40
CDPHE, Demolition and Asbestos Abatement forms and information
https://www.colorado.gov/pacific/cdphe/asbestos-forms
Earthmoving Activities
CDPHE, An Overview of Colorado Air Regulations for Land Development, August 2014
https://www.colorado.gov/pacific/sites/default/files/AP_Land-Development-Guidance-Document_1.pdf
Working With Dirt When the Wind Blows
http://www.gradingandexcavation.com/GX/Articles/Working_With_Dirt_When_the_Wind_Blows_5455
.aspx
EPA – Stormwater Best Management Practices: Dust Control
http://water.epa.gov/polwaste/npdes/swbmp/Dust-Control.cfm
EPA – Stormwater Best Management Practices: Wind Fences and Sand Fences
http://water.epa.gov/polwaste/npdes/swbmp/Wind-Fences-and-Sand-Fences.cfm
EPA – Stormwater Best Management Practices: Construction Sequencing
http://water.epa.gov/polwaste/npdes/swbmp/Construction-Sequencing.cfm
EPA – Stormwater Best Management Practices: Construction Entrances
http://water.epa.gov/polwaste/npdes/swbmp/Construction-Entrances.cfm
An Overview of Colorado Air Regulations for Land Development. Colorado Department of Public Health
and Environment – Air Pollution Control Division.
https://www.colorado.gov/pacific/sites/default/files/AP_Land-Development-Guidance-Document_1.pdf
Health Effects of Particulate Matter
U.S. Environmental Protection Agency, Integrated Science Assessment for Particulate Matter.
EPA/600/R-08/139F Dec. 2009.
http://cfpub.epa.gov/ncea/cfm/recordisplay.cfm?deid=216546#Download
World Health Organization, Health Effects of Particulate Matter - Policy. 2013
http://www.euro.who.int/__data/assets/pdf_file/0006/189051/Health-effects-of-particulate-matter-
final-Eng.pdf
Preventing Silicosis in Construction Workers, NIOSH http://www.cdc.gov/niosh/docs/96-112/
General
Dust Abatement Handbook, Maricopa County Air Quality Department, June 2013.
http://www.maricopa.gov/aq/divisions/compliance/dust/docs/pdf/Rule%20310-Dust%20Handbook.pdf
Fugitive Dust Control: Self Inspection Handbook, California Air Resources Board, 2007.
http://www.arb.ca.gov/pm/fugitivedust_large.pdf
WRAP Fugitive Dust Handbook, Western Governors’ Association. Sept. 2006.
Page 41
Managing Fugitive Dust: A Guide for Compliance with the Air Regulatory Requirements for Particulate
Matter Generation, Michigan Department of Environmental Quality. March 2014.
Colorado Oil and Gas Conservation Commission, Rules and Regulations, Rule 805 Odors and Dust
http://cogcc.state.co.us/
activity or source.
Particulate matter shall mean any material
that is emitted into the air as finely divided solid
or liquid particles, other than uncombined
water, and includes dust, smoke, soot, fumes,
aerosols and mists.
Required best management practices shall
mean specific measures that are required to be
implemented if a dust generating activity is
occurring.
Sensitive area shall mean a specific area that
warrants special protection from adverse
impacts due to the deposition of fugitive dust,
such as natural areas (excluding buffer zones),
sources of water supply, wetlands, critical
wildlife habitat, or wild and scenic river
corridors.
Soil retention shall mean the stabilization of
disturbed surface areas that will remain
exposed and inactive for 30 days or more or
while vegetation is being established using
mulch, compost, soil mats, or other methods.
off-property or off-vehicle transport. Dust
generating activity or source shall include a
paved parking lot containing an area of more
than one half (1/2) acre.
Earthmoving shall mean any process that
involves land clearing, disturbing soil surfaces,
or moving, loading, or handling of earth, dirt,
soil, sand, aggregate, or similar materials.
Fugitive dust shall mean solid particulate
matter emitted into the air by mechanical
processes or natural forces but is not emitted
through a stack, chimney, or vent
C Yellow insulation 65 ND 90 10
TSI03-EPIC-02 (Not on Original COC) EM 1557873 A White resinous material w/ green paint 35 ND 0 100
B Yellow insulation 65 ND 90 10
TSI03-EPIC-03 (Not on Original COC) EM 1557874 A Yellow insulation 100 ND 90 10
TEM Analysis recommended for organically bound material (i.e. floor tile) if PLM results are <1%.
Analyst Analyst Analyst Analyst Analyst / Data QA
P: 303-964-1986
F: 303-477-4275
1-866-RESI-ENV
www.reilab.com
5801 Logan Street, Suite 100, Denver, CO 80216
Page 4 of 4
MISC04-EPIC-01 EM 1557857 A Brown resinous material w/ blue paint 100 ND 0 100
MISC04-EPIC-02 EM 1557858 A Brown resinous material w/ blue paint 100 ND 0 100
MISC04-EPIC-03 EM 1557859 A Brown resinous material w/ blue paint 100 ND 0 100
MISC05-EPIC-01 EM 1557860 A White resinous material w/ blue paint 100 ND 0 100
MISC05-EPIC-02 EM 1557861 A White resinous material w/ blue paint 100 ND 0 100
MISC05-EPIC-03 EM 1557862 A White resinous material w/ blue paint 100 ND 0 100
MISC06-EPIC-01 EM 1557863 A Colorless resinous material 100 ND 0 100
MISC06-EPIC-02 EM 1557864 A Colorless resinous material w/ blue paint 100 ND 0 100
TEM Analysis recommended for organically bound material (i.e. floor tile) if PLM results are <1%.
P: 303-964-1986
F: 303-477-4275
1-866-RESI-ENV
www.reilab.com
5801 Logan Street, Suite 100, Denver, CO 80216
Page 3 of 4
MICS02-EPIC-03 EM 1557848 A Tan/green fibrous material 100 ND 60 40
TSI02-EPIC-01 EM 1557849 A Gray resinous material 50 ND 0 100
B White/silver wrap 50 ND 60 40
TSI02-EPIC-02 EM 1557850 A Gray resinous material 40 ND 0 100
B White/silver wrap 60 ND 60 40
TSI02-EPIC-03 EM 1557851 A Gray resinous material 50 ND 0 100
B White/silver wrap 50 ND 60 40
MISC03-EPIC-01 EM 1557852 A Gray grout 100 ND 0 100
TEM Analysis recommended for organically bound material (i.e. floor tile) if PLM results are <1%.
P: 303-964-1986
F: 303-477-4275
1-866-RESI-ENV
www.reilab.com
5801 Logan Street, Suite 100, Denver, CO 80216
Page 2 of 4
TSI01-EPIC-02 EM 1557838 A White/silver wrap w/ green paint 15 ND 60 40
B Yellow insulation 35 ND 90 10
C White resinous material w/ green paint 50 ND 0 100
TSI01-EPIC-03 EM 1557839 A White/silver wrap w/ green paint 15 ND 60 40
B White resinous material w/ green paint 15 ND 0 100
C Yellow insulation 70 ND 90 10
MISC01-EPIC-01 EM 1557840 A Orange foam 100 ND 0 100
MISC01-EPIC-02 EM 1557841 A Orange foam 100 ND 0 100
TEM Analysis recommended for organically bound material (i.e. floor tile) if PLM results are <1%.
P: 303-964-1986
F: 303-477-4275
1-866-RESI-ENV
www.reilab.com
5801 Logan Street, Suite 100, Denver, CO 80216
Page 1 of 4
TSI - thermal system insulation
MISC. - miscellaneous
ND
SAMPLE
DATE
MATERIAL TYPE
(SURFACING, TSI,
MISC.)
FRIABLE OR NON-
FRIABLE
SAMPLE DESCRIPTION
TABLE 1
ASBESTOS
CONTENT
ASSESSMENT
(GOOD, DAMAGED,
SIGNIFICANTLY
DAMAGED)
POTENTIAL FOR
DISTURBANCE
(LOW, MODERATE,
HIGH)
EPIC SWIM CENTER
1801 RIVERSIDE AVENUE
FORT COLLINS, COLORADO
CITY OF FORT COLLINS
ASBESTOS SAMPLE DESCRIPTION TABLE
SAMPLE
IDENTIFICATION