IMMOKALEE WATER AND SEWER DISTRICT, INC. WATER MAIN ...

IMPORTANT MESSAGE PLEASE ACKNOWLEDGE RECEIPT OF THIS ADDENDUM ON THE BID FORM.

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IMMOKALEE WATER AND SEWER DISTRICT, INC. WATER MAIN RELOCATION

1020 Sanitation Road, Immokalee, FL 34142

ADDENDUM NUMBER 1

Notification Date: May 18, 2020 Bid Title: Clarifier Rehab Project Bid Opening Date & Time: Tuesday, May 26, 2020, 2:00 PM

THE FOLLOWING INFORMATION IS HEREBY INCORPORATED INTO, AND MADE AN OFFICIAL PART OF THE ABOVE REFERENCED BID.

CLARIFICATIONS C1. Please note that the bid time has been changed to 2:00 PM, Tuesday, May

26, 2020.

C2. C1 – Do you have an estimate for the project

A. Approximately $1,300,000

C3. Is there a geotechnical report available for th e plant site or any previous soil boring logs? The specifications talk about soi l borings, but can not find in the specifications?

A. Please see Attachment D for the soils report from the previous wastewater treatment plant expansion project. The soils report is provided for reference only.

C4. The Contractor will be required to fill out and submit the asbestos form to FDEP. The asbestos testing has been completed by th e District.

A. Please see attachment G for the asbestos report for the gravity thickener.

C5. Note on Sheet S1.1 says concrete to be 5000 psi but the drawings say 4000 PSI?

A. Concrete is to be 5,000 psi unless specifically noted in sections or details otherwise.

C6. Drawing S4.1 and S4.2 show the foundation and c olumn for the stairs, they are different on the two sheets, but the notes says they are the same?

A. The footing sizes as depicted in notes and section are correct. Ignore the graphical size of the footing on plan.

C7. Are there three(3) new clarifier scum pit 4’ ma nholes?


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A. Yes, one new scum pit per clarifier that is to be rehabilitated, for a total of three new scum pits.

C8. The bid item for sidewalk, will it be used if any sidewalk is to be removed for construction?

A. The intent of the sidewalk bid item is to replace existing sidewalk removed during construction, not to install new sidewalk.

C9. Can the water stop shown on Detail 4 on Sheet S6 be moved from under the slab to the vertical face?

A. Yes. However, the Contractor must coordinate installation requirements with the manufacturer of the water stop.

C10. Please note that the walls of the clarifiers will need to be temporarily braced during construction. Contractor to provide engineered drawings for temporarily bracing the wall. Please refer to the structural general notes, paragraph three, which refers to temporary bracing.

SPECIFICATION CHANGES

S1. The Collier County Building permit allowance amount of $30,000 has been added to the bid schedule.

A. The original bid schedule contained a line item for the allowance, but the amount was not included. The revised bid form is included as Attachment B. The revised Excel Bid Schedule is included as Attachment C.

S2. Can an allowance be added to the contract instead of Paragraph 4 on Sheet S1.1?

An allowance is provided for unforeseen structural events and has been added to the revised bid schedule. The revised bid form is included as Attachment B.

S3. Regarding time for the project, will the NTP be delayed until the clarifiers are ready to be shipped, or will more time be added to the job?

The contract time has been extended by 180 days to compensate for the extended clarifier fabrication and delivery time. The number of calendar days to achieve substantial completion is now 420 days and the number of calendar days to achieve final completion is now 450 days.

S4. Please revise Specification Section 16610, Paragraph 1.3A as shown below.

A. The system shall be an effective, aesthetically acceptable streamer-delaying lightning protection system to the standards of Underwriters Laboratories UL 96 & UL96A. The purpose of the system shall be to reduce the likelihood of a direct


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strike to the protected structure. Secondarily the system shall be designed in such a manner that it affords protection to the structure upon which it is installed in the event a direct lightning strike to the structure does occur.

S5. Please revise Specification Section 16610, Paragraph 2.1B as shown below.

Air Terminals shall be manufactured by Thompson Lightning Protection, Inc, Lightning Master Corporation or Altec Global Hargar or East Coast Lightning Equipment.

S6. Specification Section 09910, Manhole Lining System is revised as follows:

Page Three, Part 2, Section 2.03

A – Manufacturers: Integrated Environmental Technologies, North Fort Myers, Florida (239) 997-6645 or Tnemec, Kansas City, MO 1-800-TNEMEC1.

B – Products: IET – 100% solids, two component, highly modified polyester resin system or Tnemec Series 436 Perma-Shield FR meeting the following minimum characteristics:

S7. ClearStream Environmental Inc., 9547 South 500 West, Sandy, UT 84070 is added as an approved manufacturer for the Clarifier Mechanism.

S8. Specification Section 11335 Paragraph 2.01A is revised as shown below.

The circular clarifier mechanisms shall be manufactured by Eimco Water Technologies, Amwell, WesTech, Envirodyne Systems, ClearStream Environmental or equivalent. If the clarifier manufacturer’s standard equipment does not meet these specifications, the manufacturer shall modify its standard design to meet the minimum values specified for dimensions and design.

S9. Specification Section 11335 Paragraph 2.06 is revised as shown below.

2.06 Rotating Sludge Collection Drum or Stationary Sludge Ring for Spiral Rake Arm Design

A. Provide a rotating sludge collection drum device to collect settled solids raked to the center by the rotating spiral blades. The collected sludge shall be discharged from the tank by way of the RAS sludge pipe as shown in the drawings.

B. The sludge collection drum device shall rotate with the center cage and shall be provided with sludge collection ports located directly in front of each rotating spiral rake blade or be stationary mounted to the floor with RAS ports located around it. Size the ports to collect thickened sludge from the bottom-most dense sludge layer to maximize underflow solids concentration.


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C. Construct the rotating sludge drum collection device of 1/4-inch steel plate. For the rotating sludge drum, provide neoprene seals to seal against the tank floor and against the center column.


2.09 Torque Overload Control Device

A. Provide a torque overload control device for each clarifier mechanism. The device shall be activated by thrust from the worm shaft on a calibrated spring, transmitting the thrust to activate a pointer. The pointer shall visually indicate torque on a 0% to 100% 160% graduated scale. Mount the alarm system in an epoxy coated cast aluminum NEMA 4X enclosure.

B. The device shall operate two limit switches: one for an alarm and one for motor shutoff. The alarm limit switch shall activate a local red warning light, a local horn, and a remote alarm as detailed in the electrical drawings.

C. Provide a mechanical torque limiting device with manual reset and limit switch (American Autogard Corp. Type AF) set to shear at 100% 140% of duty continuous rated torque or a third backup switch set at 140%.

D. The setting for the alarm switch shall be as follows:

1. Alarm torque at 70% 100% of duty continuous rated torque.

2. Motor shutoff at 85% 120% of duty continuous rated torque


3.07 Service Conditions

A. Performance conditions and design data shall be as shown below.

Description Clarifier #1 & #2 Clarifier #3

Clarifier influent flow: 0.75 mgd (average)

2.25 mgd (peak) 1.0 mgd (average)

3.0 mgd (peak)

Clarifier Diameter 44 feet 48 feet

Side Water Depth 10 feet 10 feet

Influent suspended solids concentration:

3000 to 4000 mg/L 3000 to 4000 mg/L

Sludge withdrawal rate: 785 gpm 785 gpm

Solids concentration of sludge: 0.5% to 1.5% 0.5% to 1.5%

Diameter of influent column: 18 inches 18 inches

Duty rated torque (minimum): 25,000 foot-pounds 25,000 foot-pounds

AGMA 20-year continuous operating torque (minimum):

18,000 foot-pounds 18,000 foot-pounds


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AGMA rated yield momentary peak torque (minimum):

82,000 32,000 foot-pounds

82,000 32,000 foot-pounds

Motor horsepower (maximum): 1/4 1/2 1/2

Flocculating feed well size (nominal):

12-foot diameter by 5-foot side water

depth

12-foot diameter by 5-foot side water

depth

PLAN CHANGES

P1. There seem to be no specs for the troughs, weirs, and knee braces in the documents for the Clarifiers? What is the connection between the new effluent and the trough?

A. Please replace the weir detail on sheet D3 with the updated version included in Attachment E.

P2. Should the concrete encasement under the clarifiers come up to the bottom of the foundation for the walls and floors?

A. Please see the revised Plan Sheet C6 included in Attachment F.

P3. Please incorporate the revisions to Plan Sheet G4.

P4. Please incorporate the revisions to Plan Sheet C9.The chlorine injector size

is clarified to be 1” for all installations.


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ATTACHMENTS:

A. Pre-Bid Meeting Minutes

B. Revised Bid Form

C. Revised Bid Schedule in Excel format

D. Geotech Report

E. Revised Weir Detail

F. Revised Plan Sheet C6

G. Asbestos Report

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Immokalee Water and Sewer District: Clarifier Rehab

Immokalee Water and Sewer District Administration Building

1020 Sanitation Road, Immokalee, FL 34142

May 15, 2020

Pre-Bid Meeting Minutes Meeting Notes and Questions

The pre-bid teleconference was held on Tuesday, May 12, 2020 at 2:00pm. Along with the District’s staff there were 15 people connected to the attendance. The meeting started in the IWSD’s office with a discussion of the plans and specifications with specific points detailed below.

Office Meeting Discussion Points

• The bids are due 10:00 am, Tuesday, May 26, 2020.

• This is a USDA funded project.

• Any questions concerning the bid will need to be submitted in writing by Tuesday, May 12, 2020 at 5pm to [email protected] and [email protected].

o Multiple addenda will be issued, if needed.

• The current plan holders list is attached.

• The pre-bid meeting was not mandatory.

• The Contract is expected to be awarded at the May 27, 2020 board meeting

• The last day to ask questions is Tuesday, May 19, 2020.

• The Gravity Thickener has had an FDEP required inspection. The contractor will need to submit the asbestos form to FDEP. The inspection has already been completed.

• The chorine lines will be modified to the back of the chorine contact chamber and downstream of the effluent pumps.

• The clarifier floor and mechanism will be removed and replaced. The clarifier bridges will be replaced. The existing clarifier walls will need to be patched. The inside of the clarifier will be coated.

• Only one clarifier can be offline at a time. IWSD staff will drain and clean the clarifier. They need a minimum of a 10 day notice.

• A site visit can be scheduled with the lead operator.

• New scum pits will be installed.

ADDENDUM #1

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ADDENDUM #1 ATTACHMENT A

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• The Addenda will be sent by email.

• The bid opening will be done in person at the IWSD parking lot, unless otherwise notified.

• There were several questions that were raised and are included with answers in Addendum #1. Attachments Pre-Bid Meeting Agenda and Presentation Attendee List Brandon Ivey, Weston and Sampson Gary Ferrante, P.E. Weston and Sampson Sarah Catala, IWSD Fernando Fuentes P.E., RKS Consulting Engineers Larry Hicky, AMWELL John Dina, Mitchell & Stark Matt Casey, Quality Enterprises Steve Stanton, US Water Services Mark Heath, PWC, LLC Tom Conkle, D.N. Higgins Bernie Simmonds, Simmonds Electrical of Naples Todd Shaw, Trippensee Shaw W. Ben McDorman, Moss-Kelley

ADDENDUM #1

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1520 Royal Palm Square Blvd, Suite 260, Fort Myers, FL 33916 Tel: 239.437.4601

Offices in: MA, CT, NH, VT, NY, NJ, PA, SC & FL westonandsampson.com

Clarifier Rehab

PRE-BID MEETING TELECONFERENCE May 12, 2020 2:00PM

Immokalee Water and Sewer District

AGENDA 1) Introductions & Sign-in Sheet

2) BIDS DUE – 10:00 am, Tuesday, May 26, 2020

3) Construction Documents

a) Volume 1 – Contract Documents Booklet

b) Volume 2 – Plan Set

4) Project Dates:

a) Bid Opening – 5/26/2020 at 10 AM

b) Contract Award – 5/27/2020 at Board Meeting

c) Notice to Proceed – TBD (-July - August)

d) Substantial Completion – 240 days from NTP

e) Final Completion – 270 days from NTP

5) Project Overview

a) Rehab of three existing clarifiers

b) One Clarifier offline at a time

c) IWSD staff will drain and clean each clarifier

d) Piping Modifications – New Center Feed, New Peripheral Discharge

e) Scum Pit replacement

f) Clarifiers

i) Clarifier One and Two 44’ diameter

ii) Clarifier Three 48’ diameter

iii) Existing Walls to Remain

iv) Patch Existing Walls

v) Coat Inside of Clarifier

vi) New Sloped Floors

vii) New Center-feed Clarifier Mechanisms

viii) New Peripheral Weirs

ix) New Full-Bridge Walkways

x) New Brush Cleaning System (All 4 Clarifiers)

ADDENDUM #1

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Offices in: MA, CT, NH, VT, NY, MD, PA, NC, SC & FL westonandsampson.com

6) Construction Budget - $1.3 million

7) USDA Funding

a) American Iron and Steel Requirements

b) Certifications with Submittals

8) Permits included in Volume 1

a) Collier County SDPA

b) FDEP Minor Modification

i) Asbestos Pre-Demolition Inspection of Gravity Thickener

ii) Contractor to submit form to FDEP

9) Each Bidder will be required to submit one (1) original and four (4) copies of the following documents:

• C-430 Bid Bond • C-410 Bid Form (all 15 pages), including the following items:

(1) Acknowledgement of Addenda (2) List of Proposed Subcontractors (including Major Material Suppliers) (3) List of Projects with References (4) Bid Schedule

• C-451 Required Bidder Qualifications Statement with Supporting Data • AD-1048 Certification Regarding Debarment • RD-400-6 Compliance Statement • 1940-Q Certification for Contracts, Grants, and Loans • 1780-27 Sworn Statement

10) Addenda

a) Submit all questions in writing (emailed questions are acceptable)

b) Last day to ask questions is Tuesday, May 19, 2020 at 5:00 PM

c) Addenda will be sent via Email

11) Discussion

12) Adjourn

ADDENDUM #1

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Clarifier Rehab Pre-Bid MeetingADDENDUM #1

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Important Dates

Bid Opening – 5/26/2020 at 10 AM

Contract Award – 5/27/2020 at Board Meeting

Notice to Proceed – TBD (Mid-June)

Substantial Completion – 240 days from NTP

ADDENDUM #1

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Project Overview

USDA Funding

• American Iron and Steel Requirements

• Approval

Asbestos Report

Chlorine Line Modifications

Gravity Thickener Removal

Clarifier Floor Replacement

Clarifier Mechanism Replacement

Site Visit by Appointment

ADDENDUM #1

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Clarifier Rehab Overview

Demolition Clarifier Floor Replacement

Mechanism Replacement

Piping Modifications

Scum Pit Installation

Patch Existing Walls

Coat Inside of Clarifier

Bridge Replacement

One Clarifier Offline

• IWSD will drain and prep clarifier

ADDENDUM #1

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Clarifier Rehab – Demolition

ADDENDUM #1

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Clarifier Rehab – Floor Replacement

• One Clarifier Offline

• Two 44’ Clarifier

• One 48’ Clarifier

• IWSD Staff Will Clean Clarifier

• Preparation Time ~10 days

• Piping Modification

ADDENDUM #1

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Clarifier Rehab – Mechanism Replacement

ADDENDUM #1

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Clarifier Rehab - Scum Pit Installation

ADDENDUM #1

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Chlorine Line Modifications

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ADDENDUM #1

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Gravity Thickener Removal • Asbestos Certification

• Removal

• Pipe Modifications

ADDENDUM #1

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Questions

Phone –*6 to

Unmute

ADDENDUM #1

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ADDENDUM #1

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Addendum #1

Revised Bid Form

EJCDC® C-410, Bid Form for Construction Contracts.

Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies,

and American Society of Civil Engineers. All rights reserved. Page i

BID FORM

IWSD CLARIFIER REHAB PROJECT

TABLE OF CONTENTS

Page

Article 1 – Bid Recipient ................................................................................................................................ 1

Article 2 – Bidder’s Acknowledgements ....................................................................................................... 1

Article 3 – Bidder’s Representations ............................................................................................................. 2

Article 4 – Bidder’s Certification ................................................................................................................... 3

Article 5 – Basis of Bid ................................................................................................................................... 4

Article 6 – Time of Completion ................................................................................................................... 12

Article 7 – Attachments to this Bid ............................................................................................................. 13

Article 8 – Defined Terms............................................................................................................................ 14

Article 9 – Bid Submittal.............................................................................................................................. 15

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ADDENDUM #1 ATTACHMENT B

Addendum #1

Revised Bid Form



and American Society of Civil Engineers. All rights reserved. Page 1

ARTICLE 1 – BID RECIPIENT

1.01 This Bid is submitted to:

[Insert name and address of Owner]

Immokalee Water and Sewer District, 1020 Sanitation Road, Immokalee, FL 34142

1.02 The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement

with Owner in the form included in the Bidding Documents to perform all Work as specified or

indicated in the Bidding Documents for the prices and within the times indicated in this Bid and

in accordance with the other terms and conditions of the Bidding Documents.

NOTE(S) TO USER:

The party to which the Bid is submitted should be the specific entity that will

enter into the Agreement with the Successful Bidder.

ARTICLE 2 – BIDDER’S ACKNOWLEDGEMENTS

2.01 Bidder accepts all of the terms and conditions of the Instructions to Bidders, including without

limitation those dealing with the disposition of Bid security. This Bid will remain subject to

acceptance for 60 days after the Bid opening, or for such longer period of time that Bidder may

agree to in writing upon request of Owner.

NOTE(S) TO USER:

1. Bid acceptance periods may vary, particularly if funding agency reviews and

approvals are required.

2. Bid acceptance periods should be coordinated with Paragraph 4.01 of the

General Conditions. See Commentary on the 2013 EJCDC Construction

Documents, EJCDC® C-001 (section commenting on Article 4 of the General

Conditions) for discussion.

3. Bid acceptance periods may also be set by statute.

4. When the Contractor is required to accept assignment of a procurement

contract, previously entered into by the Owner (as “Buyer”) with a supplier

or manufacturer (as “Seller”) for the direct purchase of goods and special

services, insert at this location in the Bid Form language regarding the

assignment. For model language, refer to EJCDC® P-200, Notes to User at

Article 23. See also the “Stipulated Lump Sum” for this assignment, in Article

5 below. For additional information on assigning a procurement contract,

refer to EJCDC® P-001, Commentary on the EJCDC Procurement Documents.

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ARTICLE 3 – BIDDER’S REPRESENTATIONS

3.01 In submitting this Bid, Bidder represents that:

A. Bidder has examined and carefully studied the Bidding Documents, and any data and

reference items identified in the Bidding Documents, and hereby acknowledges receipt of

the following Addenda:

Addendum No. Addendum, Date

NOTE(S) TO USER:

It is important that all Bidders receive and acknowledge receipt of all Addenda.

To be certain that Bidders receive all Addenda, use of methods providing proof

of receipt, such as courier services or return receipt requested mail, is suggested.

(If fax or e-mail is used, Bidders should be requested to confirm receipt by the

same means.) Ensure any specific requirement of the Owner concerning issuing

and receipt of Addenda are reviewed and addressed. Note also the definition of

Addenda in Article 1 of General Conditions, indicating that by definition Addenda

are documents issued prior to the opening of Bids.

B. Bidder has visited the Site, conducted a thorough, alert visual examination of the Site and

adjacent areas, and become familiar with and satisfied itself as to the general, local, and

Site conditions that may affect cost, progress, and performance of the Work.

NOTE(S) TO USER:

It is important for Bidder to visit the Site before submitting its Bid and to conduct

an alert, heads-up, eyes-open examination of the area and conditions under

which the Work is to be performed. See Instructions, Article 4.

C. Bidder is familiar with and has satisfied itself as to all Laws and Regulations that may affect

cost, progress, and performance of the Work and including all American Iron and Steel

requirements.

D. Bidder has carefully studied all: (1) reports of explorations and tests of subsurface

conditions at or adjacent to the Site and all drawings of physical conditions relating to

existing surface or subsurface structures at the Site that have been identified in the

Supplementary Conditions, especially with respect to Technical Data in such reports and

drawings, and (2) reports and drawings relating to Hazardous Environmental Conditions, if

any, at or adjacent to the Site that have been identified in the Supplementary Conditions,

especially with respect to Technical Data in such reports and drawings.

NOTE(S) TO USER:

If there are no reports or drawings of the type referred to in this representation,

either modify or delete the paragraph.

E. Bidder has considered the information known to Bidder itself; information commonly

known to contractors doing business in the locality of the Site; information and

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Addendum #1

Revised Bid Form




observations obtained from visits to the Site; the Bidding Documents; and any Site-related

reports and drawings identified in the Bidding Documents, with respect to the effect of

such information, observations, and documents on (1) the cost, progress, and performance

of the Work; (2) the means, methods, techniques, sequences, and procedures of

construction to be employed by Bidder; and (3) Bidder’s safety precautions and programs.

F. Bidder agrees, based on the information and observations referred to in the preceding

paragraph, that no further examinations, investigations, explorations, tests, studies, or data

are necessary for the determination of this Bid for performance of the Work at the price bid

and within the times required, and in accordance with the other terms and conditions of

the Bidding Documents.

G. Bidder is aware of the general nature of work to be performed by Owner and others at the

Site that relates to the Work as indicated in the Bidding Documents.

H. Bidder has given Engineer written notice of all conflicts, errors, ambiguities, or

discrepancies that Bidder has discovered in the Bidding Documents, and confirms that the

written resolution thereof by Engineer is acceptable to Bidder.

I. The Bidding Documents are generally sufficient to indicate and convey understanding of all

terms and conditions for the performance and furnishing of the Work.

J. The submission of this Bid constitutes an incontrovertible representation by Bidder that

Bidder has complied with every requirement of this Article, and that without exception the

Bid and all prices in the Bid are premised upon performing and furnishing the Work

required by the Bidding Documents.

NOTE(S) TO USER:

If any changes to these representations are made in the Bid Form, corresponding

changes may need to be made in both the Instructions to Bidders and the

Agreement.

ARTICLE 4 – BIDDER’S CERTIFICATION

4.01 Bidder certifies that:

A. This Bid is genuine and not made in the interest of or on behalf of any undisclosed

individual or entity and is not submitted in conformity with any collusive agreement or

rules of any group, association, organization, or corporation;

B. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false

or sham Bid;

C. Bidder has not solicited or induced any individual or entity to refrain from bidding; and

D. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing

for the Contract. For the purposes of this Paragraph 4.01.D:

1. “corrupt practice” means the offering, giving, receiving, or soliciting of any thing of

value likely to influence the action of a public official in the bidding process;

2. “fraudulent practice” means an intentional misrepresentation of facts made (a) to

influence the bidding process to the detriment of Owner, (b) to establish bid prices at

artificial non-competitive levels, or (c) to deprive Owner of the benefits of free and

open competition;

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3. “collusive practice” means a scheme or arrangement between two or more Bidders,

with or without the knowledge of Owner, a purpose of which is to establish bid prices

at artificial, non-competitive levels; and

4. “coercive practice” means harming or threatening to harm, directly or indirectly,

persons or their property to influence their participation in the bidding process or

affect the e execution of the Contract.

E. Bidder is able to furnish labor that can work in harmony with all other elements of

labor employed or to be employed in the Work.

F. All employees to be employed at the worksite will have successfully completed a

course in construction safety and health approved by the United States Occupational

Safety and Health Administration that is at least 10 hours in duration at the time the

employee begins work and shall furnish documentation of successful completion of

said course for each employee.

G. Bidder certifies under penalties of perjury that this bid is in all respects bona fide, fair,

and made without collusion or fraud with any other person. As used in this paragraph,

the word “person” shall mean any natural person, joint venture, partnership,

corporation or other business or legal entity.

NOTE(S) TO USER:

For public work, relevant requirements of Laws and Regulations in the

jurisdiction where Work is to be performed should be coordinated with the

language of this paragraph.

ARTICLE 5 – BASIS OF BID

5.01 Bidder will complete the Work in accordance with the Contract Documents for the following

price(s):

NOTE(S) TO USER:

1. Note that language is provided for lump sum (three suggested formats),

lump sum allowances (two formats), a stipulated lump sum for an assigned

contract, unit price Bids, a price-plus-time bidding option, and cost-plus-fee

(two suggested fee formats). The contract pricing may include various

combinations of these methods. Inapplicable methods and language should

be deleted.

2. Provide sufficient space and arrange format so that Bidders will have

uniform understanding of how to submit prices.

[SUGGESTED FORMATS FOR LUMP SUM BID]

Lump Sum Bid Price $

[or]

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Lump Sum Bid Price for Base Bid $

Alternate A [Add] [Deduct] $

Alternate B [Add] [Deduct] $

[or]

Lump Sum Bid Price for Section I only $

Lump Sum Bid Price for Section II only $

Lump Sum Bid Price for Sections I and II $

[and (if applicable)]

NOTE(S) TO USER:

Drafter should fill in the amounts below for allowances prior to distribution of

Bid Form

Lump Sum for Cash Allowances $

All specified cash allowances are included in the price(s) set forth above, and have been

computed in accordance with Paragraph 13.02 of the General Conditions.

[or] [and]

Lump Sum Contingency Allowance $

NOTE(S) TO USER:

1. If alternate Bids are requested, it is preferable that they be all “deductive” or

all “additive.” Alternates should be clearly specified in Division 01 of the

Specifications (General Requirements). The itemization in the Bid Form

should be clearly identifiable and carefully follow the Division 01

presentation. The Instructions should contain appropriate guidance for

preparing the Bid. Alternates should be accepted in a particular order, which

should be explained in the Instructions. The alternates should be listed here

in the Bid Form in order of priority.

2. To minimize the risk of error and to ensure objectivity in comparison of Bids,

a single lump sum Bid price for a complete project or section is preferable to

a total price determined by the sum of a list of individual lump sum items.

3. Allowances are addressed at Paragraph 13.02 of the General Conditions.

Cash allowances, if such are to be used, should be clearly specified in

Division 01. Language such as the following is typically used: "Allow the

lump sum of [$___] for the supply and installation of: [1. Amount and

description of Cash Allowance 1] [2. Amount and description of Cash

Allowance 2]." Owner or its representative (“drafter”) should add the cash

allowances and as noted above enter the sum in the Bid Form prior to

making the Bid Form available to prospective Bidders. Similarly, the Owner

establishes the contingency allowance, if any, and drafter should enter it in

the location indicated. If the contingency is to apply only to certain

categories of the Work, or if there are to be multiple contingency

allowances, revise as needed.

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4. The following provisions apply only when a separate contract entered into

by the Owner for the Project will be assigned to the Contractor—in such

case, include the provisions as part of this Article 5 of the Bid Form:

4a. Below is a suggested format for incorporating into the Bid Form

language in support of the assignment of a procurement contract for the

purchase by Owner (as “Buyer”) of goods and special services from an

equipment manufacturer (as “Seller”), where the Owner intends to assign

the procurement contract to the Contractor.

4b. When the Project includes a procurement contract that will be assigned

to the Contractor, EJCDC suggests including in the construction contract Bid

Form a separate bid item for each procurement contract, with the

associated balance of the procurement contract price that has not yet been

paid by the Owner to the Seller at the time of the construction contract’s

Effective Date (Effective Date of the Contract). The drafter of the

construction contract Bid Form should explicitly indicate the specific amount

before the construction contract is advertised for Bids or negotiated, as

applicable. Thus, the construction Contract Price will include the unpaid

balance of the procurement contract price, allowing the Contractor to

invoice the Owner for payments that Contractor will make to the Seller after

the assignment is effective, and ensuring that the Contractor’s performance

bond and payment bond are each in an amount equal to the total price of

construction plus the amount of the procurement contract for which the

Contractor will be responsible. When the Contractor will furnish builder’s

risk or installation floater insurance for the Work, inclusion in the

construction Contract Price of the unpaid procurement contract amount will

aid in attaining insurance coverage that is sufficient to cover the procured

item.

4c. The amount to be stipulated for this bid item in the construction Bid

Form will often be the total procurement contract price minus the amount

paid by Owner to Seller for approval of the procurement contract shop

drawings.

4d. When the construction will be implemented under multiple prime

construction contracts, provisions relating to the assignment of the

procurement contract should be included only on the construction Bid Form

for the prime construction contract that is to incorporate the stipulated

procurement contract bid item.

4e. For additional information on assigning a procurement contract, refer to

EJCDC® P-001, Commentary on the EJCDC Procurement Documents. For

other recommended language on assignment to be incorporated into the

construction Bidding Requirements and construction Contract Documents,

refer to the Notes to User at Article 23 of EJCDC® P-200, Suggested

Instructions to Bidders for Procurement Contracts.

5. Drafter to specify amount below; see Note to User Nos. 4a-e, above.

Lump Sum Price for Contractor’s payment obligation to [indicate

here equipment being purchased, such as “centrifuge”] supplier or

manufacturer, as “Seller”, for goods and special services set forth in

assigned Procurement Contract No. ___

$

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Bidder to include in other Bid item(s) the other costs (if any) associated with accepting such

assignment and administering the assigned contract.

Total of All Lump Sums $

[SUGGESTED FORMAT FOR UNIT PRICE BID]

Item

No. Description Unit

Estimated

Quantity

Bid Unit

Price Bid Price

Total of All Unit Price Bid Items $

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DIVISION 1- MOBILIZATION

Item Item Description Unit Qty Unit Cost Amount

1 Mobilization/Demobilization LS 1

2 Preconstruction Audio/Video Recording LS 1

3 Preparation of As-built Drawings LS 1

4 O&M Manuals And Training LS 1

Place sub-total at right and below in the bid proposal DIVISION ONE SUB-TOTAL

DIVISION 2 - CLARIFIER REHABS

Item Item Description Unit Qty Unit Cost Amount

Clarifier #1 Rehab

1-5 Existing Clarifier Partial Demolition and Removal

EA 1

1-6 Clarifier Weir And Piping Modification EA 1

1-7 Clarifier Mechanism And Installation EA 1

1-8 Clarifier Concrete Floor Modifications EA 1

1-9 Clarifier Electrical Modifications EA 1

1-10 Clarifier Coatings (Interior and Exposed Exterior)

EA 1

1-11 Clarifier Stairs, Walkway, And Foam Spray System

EA 1

1-12 Weir Cleaning System And Installation EA 1

1-13 Clarifier Start-Up and Testing EA 1

1-14 Scum Pit and Piping Installation EA 1

1-15 Scum Pump And Control Panel Installation EA 1

1-16 Scum Pit Electrical Modifications EA 1

Clarifier #2 Rehab


EA 1


2-7 Clarifier Mechanism and Installation EA 1




EA 1

2-11 Clarifier Stairs, Walkway, And Foam Spray System EA 1


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2-15 Scum Pump And Control Panel Installation

EA 1


Clarifier #3 Rehab


EA 1


3-7 Clarifier Mechanism And Installation EA 1




EA 1

3-11 Clarifier Stairs, Walkway, And Foam Spray System

EA 1




3-15 Scum Pump And Control Panel Installation

EA 1


Facility Modifications

17 4" Plug Valve EA 3

18 4" Ductile Iron Pipe LF 165

19 Chlorine System Modifications EA 1

20 Existing Clarifier #4 Weir Cleaning System

EA 1

21 Gravity Thickener Removal, Disposal, and Piping Modification

EA 1

22 Lightning Protection System EA 3

23 Scum Tank Modifications and Overflow Piping

EA 1

24 Scum Line Alterations EA 1

25 Sidewalk LF 100

26 Site Restoration LS 1

27 Collier County Building Permit Allowance LS 1 $30,000 $30,000

28 Structural Allowance LS 1 $100,000 $100,000

Place sub-total at right and below in the bid proposal DIVISION TWO SUB-TOTAL

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BID PROPOSAL SUMMARY

DIVISION 1 - MOBILIATION AND MAINTENANCE OF TRAFFIC SUB-TOTAL

DIVISION 2 - CLARIFIER REHABS SUB-TOTAL

DIVISION ONE AND TWO SUB-TOTAL

TOTAL BID AMOUNT

Bidder acknowledges that (1) each Bid Unit Price includes an amount considered by Bidder to be

adequate to cover Contractor’s overhead and profit for each separately identified item, and (2)

estimated quantities are not guaranteed, and are solely for the purpose of comparison of Bids,

and final payment for all unit price Bid items will be based on actual quantities, determined as

provided in the Contract Documents.

Total of Lump Sum and Unit Price Bids = Total Bid Price $

NOTE(S) TO USER:

If unit prices are requested, whether it be a unit price Bid or in connection with a

lump sum or cost-plus contract, appropriate guidance for completing the Bid

Form should appear in the Instructions, and details with respect to what is

included in each unit price item should be included in the Specifications. Owner

or its representative should provide an estimated quantity in the Bid Form for

each item as defined or indicated in the Specifications. Read specifically

Paragraph 13.03 of the General Conditions and Paragraph SC-13.03 of the

Supplementary Conditions.

[SUGGESTED FORMAT FOR PRICE-PLUS-TIME BID]

Total Bid Price $__________.

Total number of calendar days to substantially complete the Work: _______ days.

Liquidated Damages Rate (from Agreement): $__________ /day.

NOTE(S) TO USER:

[Drafter should fill in the Liquidated Damages Rate, from Agreement, for use by

all Bidders.]

Amount for Comparison = Total Bid Price + (Calendar days for completion x Liquidated Damages

Rate) = __________.

The purpose of the formula above is only to calculate the lowest price-plus-time bid amount for

bid comparison purposes. The price for completion of the Work (the Contract Price) is the Total

Bid Price.

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Bonds required under Paragraph 6.01 of the General Conditions will be based on the Contract

Price.

NOTE(S) TO USER:

1. The monetary value of each calendar day to complete the Work will typically

be the liquidated damages amount set forth in the Agreement for failing to

achieve Substantial Completion. In appropriate cases (for example, if there

are no liquidated damages stated) alternate wording to “Liquidated

Damages Rate” can be used, such as “Monetary Value for each Calendar

Day.” Regardless of the label, as noted above the per-day amount should be

specified in the Bid Form by Owner or its representative (“drafter”) before

distribution to Bidders.

2. If bids are on a cost-plus-fee basis (see suggested formats below), subject to

a guaranteed maximum price that will be used as the basis of comparison,

the “Price-Plus-Time” process can be used, with the following structure:

Guaranteed Maximum Price: $_______________.

Total number of calendar days to substantially complete the Work: _______ days.

Liquidated Damages Rate (from Agreement): $__________ /day. [Drafter should fill in the

Liquidated Damages Rate, from Agreement, for use by all Bidders.]

Amount for Comparison = Guaranteed Maximum Price + (Calendar days for completion x

Liquidated Damages Rate) = __________.

The purpose of the formula above is only to calculate the lowest price-plus-time bid amount for

bid comparison purposes. The price for completion of the Work (the Contract Price) is based on

the cost of the Work, plus a fee, subject to a guaranteed maximum price, as set forth in the

Agreement.

Bonds required under Paragraph 6.01 of the General Conditions will be based on the Contract

Price.

[SUGGESTED FORMATS FOR COST-PLUS-FEE BID]

The cost of the Work (other than Unit Price and other excluded Work), determined as provided

in Paragraph 13.01 of the General Conditions, together with the following fee, and subject to

the Guaranteed Maximum Price:

NOTE(S) TO USER:

Select one of the following methods to determine the Bidder’s fee.

Contractor’s fee will be a fixed sum of $_______________.

[or]

Contractor’s fee will be determined by applying the following percentages to the various

portions of the Cost of the Work as defined in Article 13 of the General Conditions:

Percent

Payroll costs

Material and Equipment Costs

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Amounts paid to Subcontractors

Amounts paid to special consultants

Supplemental costs

None of the costs described in Paragraph 13.01.C of the General Conditions will be included in

determining Contractor’s fee.

The maximum amount payable to Contractor on account of this percentage fee will not exceed:

$_______________.

The Guaranteed Maximum Price to Owner of the Cost of the Work including Contractor’s Fee

will not exceed $_______________.

NOTE(S) TO USER:

1. In cost-plus-fee contracts, provide space for the Bid figures to be included in

the Agreement, such as varying percentages on which the Contractor’s fee

may be based and amount of Work to be subcontracted. Provide space for

the guaranteed maximum price(s) where applicable. See EJCDC® C-525,

Agreement between Owner and Contractor for Construction Contract, Cost-

Plus, 2013 Edition.

2. The Bid Form must be identical with that of the proposed Agreement, and

the format for submission of percentages and maximum amount organized

so as to permit the easy transfer of information in the Bid of the Successful

Bidder to the final Agreement that Owner and Contractor will execute.

3. In most cases cost-plus-fee contracts are negotiated or part of a proposal-

based selection process, rather than competitively bid. When competitive

bidding is used for cost-plus-fee, the most common criterion for comparison

of bids is a Guaranteed Maximum Price. For that reason, EJCDC assumes for

purposes of this Bid Form that a Guaranteed Maximum Price will apply to

the Cost of the Work plus Contractor's fee, and thus on cost-plus-fee

contracts the drafter should include and Bidders should complete the

Guaranteed Maximum Price provision. See EJCDC® C-525, Agreement

between Owner and Contractor for Construction Contract (Cost-Plus), 2013

Edition, Article 8.

4. See also the Instructions, Articles 14 and 19, including discussion of

customized bidding procedures for cost-plus-fee that use the Contractor’s

Fee for comparison purposes.

[END OF SUGGESTED BID FORMATS]

ARTICLE 6 – TIME OF COMPLETION

6.01 Bidder agrees that the Work will be substantially complete and will be completed and ready for

final payment in accordance with Paragraph 15.06 of the General Conditions on or before the

dates or within the number of calendar days indicated in the Agreement.

[or]

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6.01 Bidder agrees that the Work will be substantially complete on or before _____, and will be

completed and ready for final payment in accordance with Paragraph 15.06 of the General

Conditions on or before _____.

[or]

6.01 Bidder agrees that the Work will be substantially complete within _____ calendar days after the

date when the Contract Times commence to run as provided in Paragraph 4.01 of the General

Conditions, and will be completed and ready for final payment in accordance with Paragraph

15.06 of the General Conditions within _____ calendar days after the date when the Contract

Times commence to run.

NOTE(S) TO USER:

1. Select one of the above paragraphs to establish the Contract Times for the

Work.

2. If the Contract Times are designated by the Owner prior to the receipt of

Bids, the first option should be selected in order to avoid a potential conflict

with the Agreement.

3. If Bidders are permitted to designate the Contract Times by calendar date,

the second option should be selected.

4. If Bidders are permitted to designate the Contract Times by calendar days,

the third option should be selected.

5. Bid Form language should follow exactly the language of the Agreement. For

some projects it may be desirable to include space for Bidders to indicate

variations in completion times, but note that in some jurisdictions it is

required that an award be made to the lowest Bidder regardless of time for

completion.

6. When the basis of award is a price-plus-time Bid, these time-of-completion

provisions must be carefully coordinated with the criteria for Bid

comparisons.

6.02 Bidder accepts the provisions of the Agreement as to liquidated damages.

NOTE(S) TO USER:

Provisions for liquidated damages should appear in the Agreement and may be

cross-referenced in other places in the Bidding Requirements and the Contract

Documents. It is unwise to repeat liquidated damages provisions in the Bid or to

summarize or paraphrase them here or elsewhere.

ARTICLE 7 – ATTACHMENTS TO THIS BID

7.01 The following documents are submitted with and made a condition of this Bid:

A. Required Bid security;

B. List of Proposed Subcontractors;

C. List of Proposed Suppliers;

D. List of Project References;

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E. Evidence of authority to do business in the state of the Project; or a written covenant to

obtain such license within the time for acceptance of Bids;

F. Contractor’s License No.: __________ [or] Evidence of Bidder’s ability to obtain a State

Contractor’s License and a covenant by Bidder to obtain said license within the time for

acceptance of Bids;

G. Required Bidder Qualification Statement with supporting data; and

H. [List other documents and edit above as pertinent] If Bid amount exceeds $10,000, signed

Compliance Statement (RD 400-6). Refer to specific equal opportunity requirements set

forth in the Supplemental General Conditions.

I. If Bid amount exceeds $25,000, signed Certification Regarding Debarment, Suspension,

Ineligibility and Voluntary Exclusion - Lower Tier Covered Transactions (AD-1048);

J. If Bid amount exceeds $100,000, signed RD Instruction 1940-Q, Exhibit A-1, Certification

for Contracts, Grants, and Loans.

K. Manufacturers’ Certification letter of compliance with Section 746 of Title VII of the

Consolidated Appropriations Act of 2017 (Division A - Agriculture, Rural Development,

Food and Drug Administration, and Related Agencies Appropriations Act, 2017) and

subsequent statutes mandating domestic preference for all equals or substitutes

approved by Addenda for American Iron and Steel products as provided in these Contract

Documents.

NOTE(S) TO USER:

1. The above paragraph should be coordinated with the Instructions. Some of

the items, such as the List of Proposed Subcontractors and List of Proposed

Suppliers, are commonly required to be submitted within a prescribed

number of days after the Bid, not with the Bid, and only by the apparent

Successful Bidder. See Instructions, Article 12. If no documents are required

to be submitted with the Bid, the paragraph may be eliminated.

2. Requirements as to Bid security should be contained in the Instructions (See

Instructions, Article 8). For recommended form of Bid Bond see EJCDC® C-

430 (Bid Bond, Penal Sum Form) and C-435 (Bid Bond, Damages Form).

3. Requirements for identifying Subcontractors and Suppliers, and for

indicating the amount of Work to be subcontracted in the case of cost-plus-

fee contracts, are to be set forth in the Instructions and Supplementary

Conditions.

4. Requirements as to qualifications of Bidders appear in the Instructions at

Article 3. EJCDC recommends the use of EJCDC® C-451, Qualifications

Statement.

5. Additional documents may have to be submitted with the Bid because of

Laws and Regulations applicable to the Project. List all of these so Bidders

are informed as to what is required.

ARTICLE 8 – DEFINED TERMS

8.01 The terms used in this Bid with initial capital letters have the meanings stated in the Instructions

to Bidders, the General Conditions, and the Supplementary Conditions.

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NOTE(S) TO USER:

Careful attention to proper use of terms defined in the Instructions to Bidders,

the General Conditions, and Supplementary Conditions is most important.

ARTICLE 9 – BID SUBMITTAL

BIDDER: [Indicate correct name of bidding entity]

By:

[Signature]

[Printed name]

(If Bidder is a corporation, a limited liability company, a partnership, or a joint venture, attach

evidence of authority to sign.)

Attest:

[Signature]

[Printed name]

Title:

Submittal Date:

Address for giving notices:

Telephone Number:

Fax Number:

Contact Name and e-mail address:

Bidder’s License No.:

(where applicable)

NOTE TO USER: Use in those states or other jurisdictions where applicable or required.

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ADDENDUM #1 - For Reference Only

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ADDENDUM #1 ATTACHMENT C

MATCH EXISTING EFFLUENT

PIPE CENTERLINE ELEVATION

TOP WALL

EXISTING TANK WALL

CORE DRILL HOLE INSTALL PIPE & LINK

SEAL AND GROUT ANNULAR SPACE (TYP)

CONNECT NEW PIPE TO

EXISTING PIPE W/SOLID SLEEVE

ALUMINUM V NOTCH WEIR PLATE

1

2

" X 1

1

2

" STAINLESS STEEL BOLT WITH

TWO WASHERS AND NUTS (TYP)

PROVIDE WATERTIGHT FLANGED CONNECTION

BETWEEN DI EFFLUENT PIPE AND ALUMINUM WEIR

TROUGH SUMP BOX

SEE WEIR TROUGH SECTION A

WEIR TROUGH SUMP BOX

ALUMINUM SCUM BAFFLE

PLATES (

3

16

" MIN THICKNESS)

NEW DI EFFLUENT PIPE

16" DI (CLARIFIER #1 & #2)

18" DI (FOR CLARIFIER #3)

1

2

" X6" STAINLESS STEEL

WEDGE ANCHORS (TYP)

WEIR TROUGH SUPPORT BRACES TO BE

WELDED ALUMINUM ANGLES 3"X3"X

1

4

"

1

2

" X 1

1

2

" STAINLESS STEEL BOLT WITH

TWO WASHERS AND NUTS (TYP)

1' 8"

1'

1' 4"

2' 3"

2' 10"

WEIR TROUGH DETAIL

N.T.S.

NOTES:

1. WEIR PLATE AND TROUGH ARE TO BE SHOP FABRICATED IN SECTIONS AND BOLTED TOGETHER IN THE FIELD

2. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION.

3. KNEE BRACES SHALL BE SPACED AT 10' MAXIMUM C/C DISTANCE AS MEASURED ALONG THE CIRCUMFERENCE OF THE

TANK.

1' 8"

1' 0"

1' 4"

WEIR TROUGH SECTION A

N.T.S.

NOTES:

1. ALUMINUM PLATES 3/16" MIN THICKNESS.

CONTINUOUS FILLET WELD INSIDE

CORNERS, CONTINUOUS BUTT WELD

OUTSIDE CORNERS

2. MAXIMUM ARC LENGTH FOR ANY SINGLE

SECTION IS 10'.

12' MAX

6"

3"

9"

3"

6"

9

16

" X 1" SLOTTED HOLES

SPACED AT 24" ON CENTER

ALUMINUM WEIR

PLATE

1

8

" THICK

WEIR PLATE DETAIL

N.T.S.

NOTES:

1. WEIR PLATE DETAIL IS SHOWN IN FLATTENED

VIEW. CURVATURE TO MATCH TROUGH

3"

MINIMUM

WEIR TROUGH

SECTION

BOLT CIRCLE PATTERN

TO MATCH FLANGED

DIP BOLT CIRCLE

WEIR PLATE

WEIR TROUGH SUMP BOX SECTION

N.T.S.

10' MAXIMUM ARC LENGTH

WEIR TROUGH SECTION

N.T.S.

CLARIFIER WEIR DETAIL - IWSD CLARIFIER REHAB PROJECT

ADDENDUM #1

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ADDENDUM #1 ATTACHMENT E

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LIMITS OF CLARIFIER COATING

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PATCH EXISTING CONCRETE SPALLS AT LOCATIONS OF EXISTING BEAM ATTACHMENT PER SPEC SECTION 09900 PARAGRAPHS 3.02.C.2 &3

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12"

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Concrete Encasement Type 1

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ADDENDUM #1

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ADDENDUM #1 ATTACHMENT F

LIMITED NESHAP ASBESTOS SURVEY

AND ASSESSMENT REPORT FOR

IMMOKALEE WATER AND SEWER DISTRICT CLARIFIER PROJECT

140 WHITE WAY IMMOKALEE, FL 34142

Ardaman & Associates, Inc.

OFFICES

Orlando - 8008 S. Orange Avenue, Orlando, FL 32809 - Phone: 407-855-3860 Bartow - 1525 Centennial Blvd., Bartow, FL 33830 - Phone: 863-533-0858

Baton Rouge - 316 Highlandia Drive, Baton Rouge, LA 70810 - Phone: 225-752-4790 Cocoa - 1300 N. Cocoa Blvd., Cocoa, FL 32922 - Phone: 321-632-2503

Fort Myers - 9970 Bavaria Road, Fort Myers, FL 33913 - Phone: 239-768-6600 Miami - 2608 W. 84th Street, Hialeah, FL 33016 - Phone: 305-825-2683 Monroe - 338 Fontana Road, Monroe, LA 71203 - Phone: 318-343-0900

New Orleans - 1305 Distributors Row, Suite I, Jefferson, LA 70123 - Phone: 504-835-2593 Port St. Lucie - 460 NW Concourse Place, Unit #1, Port St. Lucie, FL 34986 - Phone: 772-878-0072

Sarasota - 78 Sarasota Center Blvd., Sarasota, FL 34240 - Phone: 941-922-3526 Shreveport - 7222 Greenwood Road, Shreveport, LA 71119 - Phone: 318-636-3673

Tallahassee - 3175 West Tharpe Street, Tallahassee, FL 32303 - Phone: 850-576-6131 Tampa - 3925 Coconut Palm Drive, Suite 115, Tampa, FL 33619 - Phone: 813-620-3389

West Palm Beach - 2200 N. Florida Mango Road, Suite 101, West Palm Beach, FL 33409 - Phone: 561-687-8200

MEMBERS: American Concrete Institute

American Council of Engineering Companies ASTM International

Geo-Institute Geoprofessional Business Association Society of American Military Engineers

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ADDENDUM #1 ATTACHMENT G


Geotechnical, Environmental and Materials Consultants

9970 Bavaria Road, Fort Myers, Florida 33913 Phone: (239) 768-6600 Fax: (239) 768-0409

Louisiana: Baton Rouge, Monroe, New Orleans, Shreveport

Florida: Bartow, Cocoa, Fort Myers, Miami, Orlando, Port St. Lucie, Sarasota, Tallahassee, Tampa, W. Palm Beach

May 6, 2020

Ardaman Project Number: 20-4323

TO: Immokalee Water and Sewer District 1020 Sanitation Road Immokalee, FL 34142 Attention: Sarah Catala, Executive Director VIA: [email protected] SUBJECT: Limited NESHAP Asbestos Survey and Assessment Report for Immokalee Water and Sewer District Clarifier Project 140 White Way Immokalee, FL 34142 Dear Sarah:

As requested, Ardaman & Associates, Inc. (Ardaman) has completed a limited

NESHAP asbestos survey of the building materials suspected of containing asbestos

within the above referenced facility. This report will present the results of our limited

asbestos survey as well as our conclusions and recommendations.

This survey report was prepared for the exclusive use of Immokalee Water and

Sewer District as detailed in our proposal dated April 21, 2020 and authorized on

April 30, 2020 to identify the presence, quantity, and condition of asbestos containing

materials (ACM) at the above referenced property in accordance with generally

accepted practices. No other warranty, expressed or implied, is made.

mailto:[email protected]

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Report of Limited NESHAP Asbestos Survey and Assessment for May 6, 2020 Clarifier Rehab Project Ardaman Project No. 20-37-4323 Immokalee, Collier County, Florida


It is a pleasure being of assistance to you on this project. Please contact our office when

we may be of further service or should you have any questions concerning this report.

Very truly yours,

Ardaman & Associates, Inc. Florida Certificate of Authorization No. 00005950 Jaren J. Skinner Certified Asbestos Inspector Certificate No. 31520910

Ashby B. Hoover Jr., P.E. Asbestos Consultant License No. AX94

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Table of Contents

OFFICES ....................................................................................................................................... 1

SUMMARY .................................................................................................................................... 1

2. BUILDING CONSTRUCTION AND SYSTEMS .............................................................. 3

2.1. Building Description – Cart Barn & Pro Shop ..................................................... 3

3. SURVEY PROCEDURES ................................................................................................... 3

3.1. Suspect Asbestos Containing Materials ............................................................... 5

4. BULK SAMPLE RESULTS................................................................................................. 5

4.1. Asbestos Containing Materials ............................................................................... 5

4.2. Removal Notification Requirement......................................................................... 6

5. CONCLUSIONS .................................................................................................................... 6

6. CLOSURE .............................................................................................................................. 6

APPENDICES

Appendix I Schematic Floor-Plan Diagram/Sample Locations - Figure 1

Appendix II Laboratory Analysis Results and Chain-of-Custody

Appendix III Photographs

Appendix IV Asbestos Removal Form and Fee Schedule.

Appendix V Accreditation

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Report of Limited NESHAP Asbestos Survey and Assessment for May 6, 2020 Clarifier Rehab Project Ardaman Project No. 20-37-4323 Immokalee, Collier County, Florida Page No. 1


SUMMARY

Ardaman has completed the limited NESHAP asbestos survey and assessment of the building

materials suspected of containing asbestos prior to demolition of the Immokalee Water and Sewer

District WWTP clarifier tank. This report was limited to specific areas to be demolished, including

a clarifier tank, associated concrete pad and piping. The facility is located at 140 White Way,

Immokalee, Collier County, Florida. This survey was performed on May 4, 2020 to identify the

presence, quantity and condition of asbestos containing materials (ACM) in these specific areas

to be affected by the demolition.

Listed below are the materials sampled for this asbestos survey.

HA MATERIAL DESCRIPTION LOCATION

1 Pipe Joint Gaskets Piping

2 Tank Plate Joint Lining Tank

3 Concrete Tank pad

The results of the laboratory bulk sample analysis indicated that the above suspect materials do

not indicate the presence of asbestos.

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1. INTRODUCTION

Ardaman performed a Limited NESHAP Asbestos Survey and Assessment of the Immokalee

Water and Sewer District WWTP clarifier tank, located at 140 White Way, Immokalee, Collier

County, Florida, to identify Asbestos Containing Building Materials (ACBM). On May 4, 2020, the

asbestos survey was conducted by Jaren Skinner, Inspector for Ardaman, Certificate No.

31520910. The purpose of this report is to identify the locations and asbestos content of friable

and/or non-friable ACBM and provide an assessment of the ACBM for information prior to the

proposed demolition of the tank.

Friable materials are materials that can be reduced to powder with hand pressure such as

fireproofing, sprayed on acoustic ceilings, pipe and thermal systems insulation. Non-Friable

materials are materials such as floor tile, sheet vinyl, roofing material, adhesives, and plasters.

Friable materials are of greatest concern from a health and safety point of view because of their

ease of fiber release.

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2. BUILDING CONSTRUCTION AND SYSTEMS

2.1. Building Description –

Building Materials

Year of Construction: Unknown 2004-

Number of Floors: 1

Structural Data

Floor Decks: Concrete

Structural Support: Metal

Roofing Components: Metal

Exterior Siding: Metal

Interior Finishing:

Ceilings: Metal

Walls: Metal

Flooring: Concrete

Insulation: None

Mechanical Data

HVAC System: None Boiler: None

Ductwork: None Chiller: None

Gaskets: Rubber Insulated Piping: None

Vibration Isolators: None

3. SURVEY PROCEDURES

A visual survey, without sampling, was initially conducted to identify homogeneous areas (HA) of

suspect materials, establish the estimated general quantities of these materials, and to develop

a scheme for obtaining representative bulk samples. Homogeneous materials are like in color,

size, texture, and date of application. A bulk-sampling plan was then established for each

homogeneous area and bulk samples of representative homogeneous materials were randomly

obtained. The materials were further examined on the site to assess their physical condition and

potential for disturbance. It should be noted that some materials may be masked or hidden by

overlying materials. While reasonable effort was made to collect and analyze samples of all

suspect materials, some may remain unobserved by the inspection. The survey was a function of

the building plan made available for our review and/ or our relatively non-destructive visual

inspection. In general, non-destructive inspection and sampling procedures were incorporated

which allow assessment of reasonably accessible building materials. The inaccessible areas of

the structures (inside partitions or other sealed areas,), if identified at a later date, should be

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assumed to contain asbestos containing building materials until exposed to visual or physical

inspection.

Bulk samples were analyzed by Polarized Light Microscopy in accordance with EPA Method

600/R-93/116. Polarized Light Microscopy is an analytical method recommended by the EPA for

asbestos identification based on analysis of the unique optical properties of mineral forms in the

samples. A total of 7 bulk samples were obtained during this survey from the following suspect

materials.

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3.1. Suspect Asbestos Containing Materials

SUSPECT MATERIALS

HA MATERIAL DESCRIPTION LOCATION

1 Pipe Joint Gaskets Piping

2 Tank Plate Joint Lining Tank

3 Concrete Tank pad

Sample locations are identified on Figure 1 in Appendix I. All observed suspect materials were

sampled.

4. BULK SAMPLE RESULTS

4.1. Asbestos Containing Materials

Based on our observation and inspection of the suspect materials that that may be affected by

the demolition and the results of the laboratory analysis of bulk samples, we have concluded that

none of the suspect and sampled materials contain asbestos. A copy of the analysis results from

EMSL Analytical Inc. along with the Chain-of-Custody is located in Appendix II. Photographs of

the subject facility and the materials tested are presented in Appendix III.

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4.2. Removal Notification Requirement

There is a 10-day notification requirement to the Department of Environmental Protection before

renovation affecting regulated amounts of asbestos or demolition of any building. A notification

form and fee schedule can be found in Appendix IV. It is now acceptable to complete the form

and pay online. Log on to the Florida Business Portal at http://www.fldepportal.com/go/. A copy

of the asbestos survey shall be kept on site where the demolition is taking place until the

demolition is completed.

5. CONCLUSIONS

In regard to the asbestos, the demolition of the Immokalee Water and Sewer District WWTP

clarifier tank located at 140 White Way, Immokalee, Collier County, Florida may proceed. The

Florida Department of Environmental Protection’s Air Quality Department requires a copy of the

asbestos survey be kept on site where the demolition is taking place until the demolition is

completed.

Although this asbestos survey uncovered no evidence of suspect materials, the survey was a

function of the building plan made available for our review and/ or our relatively non-destructive

visual inspection. In general, non-destructive inspection and sampling procedures were

incorporated which allow assessment of reasonably accessible building materials. The

inaccessible areas of the structures (inside partitions or other sealed areas,), if identified at a later

date, should be assumed to contain asbestos containing building materials until exposed to visual

or physical inspection. Should additional suspect building materials that were not identified in this

report be discovered during the course of future demolition activities, immediately cease all work

activity and secure the area until such time as these materials can be analyzed to determine

asbestos content prior to their disturbance. In the event these materials are determined to contain

regulated levels of asbestos, contact Ardaman & Associates, Inc. for an appropriate response.

6. CLOSURE

The survey was a function of the observable areas of the building. In general, only reasonably

accessible building materials were sampled. Should additional suspect building materials that

were not identified in this report be discovered during the course of future demolition activities,

http://www.fldepportal.com/go/

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immediately cease all work activity and secure the area until such time as these materials can be

analyzed to determine asbestos content prior to their disturbance. In the event these materials

are determined to contain regulated levels of asbestos, contact Ardaman & Associates, Inc. for

an appropriate response.

The procedures and methodologies employed in this study were “generally” and “partially”

according to the requirements outlined under AHERA, 40 CFR, and Part 763. Although the

requirements under this federal statute are not applicable for private buildings, this document is

“generally” accepted as the prevailing standard of care with respect to asbestos surveys or

inspections. The bulk samples were submitted to an NVLAP approved laboratory for analysis

using EPA approved methods or industry accepted standards. No other warranty is expressed

or implied.

This facility survey report is the property of Ardaman & Associate, Inc. and is provided to the Client

as an Instrument reflecting the services provided. Ardaman disclaims all liability for the

unauthorized use of this survey report by the client or third parties and any such unauthorized

used will be at the user’s own risk.

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Appendix I

Schematic Floor-Plan Diagrams/Sample Locations – Figure 1

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Sample Location Plan

Date:

Figure No.:

AAI Project No.:Asbestos Demolition Survey

1

SITE:

LOCATION:

May 6, 2019White Way

Immokalee, Collier County, FL

Immokalee WWTP

20-4323

Approximate Sample Location

Sample Locations are Approximate

003

001

002

004

005006

007

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Appendix II

Laboratory Analysis Results and Chain-of-Custody

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EMSL Analytical, Inc.19501 NE 10th Ave. Bay A N. Miami Beach, FL 33179

Tel/Fax: (305) 650-0577 / (305) 650-0578

http://www.EMSL.com / [email protected]

172002517EMSL Order:

Customer ID: ARDA52

Customer PO:

Project ID:

Attention: Phone:Jaren Skinner (239) 768-6600

Fax:Ardaman & Associates (239) 768-0409

Received Date:9970 Bavaria Road 05/05/2020 9:36 AM

Analysis Date:Fort Myers, FL 33913 05/05/2020 - 05/06/2020

Collected Date: 05/04/2020

Project: Imokalee - 20-4323

Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized

Light Microscopy

Sample Description Appearance % Fibrous % Non-Fibrous

Non-Asbestos Asbestos

% Type

001

172002517-0001

None DetectedNon-fibrous (Other)98%Cellulose

Synthetic

2%

<1%

Black

Non-Fibrous

Homogeneous

Pipe Joints

002

172002517-0002


Synthetic

2%

<1%

Black

Non-Fibrous

Homogeneous

Pipe Joints

003

172002517-0003


Synthetic

2%

<1%

Black

Non-Fibrous

Homogeneous

Pipe Joints

004

172002517-0004

None DetectedNon-fibrous (Other)100%Gray/White

Non-Fibrous

Homogeneous

Conical Plate Lining

005

172002517-0005


Non-Fibrous

Homogeneous


006

172002517-0006


Non-Fibrous

Heterogeneous


007

172002517-0007

None DetectedNon-fibrous (Other)100%Gray

Non-Fibrous

Homogeneous

Concrete

Analyst(s)

Joe McOscar (6)

Mary Hamel (1)

Kimberly Wallace, Laboratory Manager

or Other Approved Signatory

EMSL maintains liability limited to cost of analysis . The above analyses were performed in general compliance with Appendix E to Subpart E of 40 CFR (previously EPA 600/M4-82-020 "Interim

Method"), but augmented with procedures outlined in the 1993 ("final") version of the method. This report relates only to the samples reported above, and may not be reproduced, except in full, without

written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations . Interpretation and use of test results are the responsibility of the client. All

samples received in acceptable condition unless otherwise noted. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST or any agency of

the federal government. EMSL recommends gravimetric reduction for all non -friable organically bound materials prior to analysis. Estimation of uncertainty is available on request.

Samples analyzed by EMSL Analytical, Inc. N. Miami Beach, FL NVLAP Lab Code 200204-0

Initial report from: 05/06/2020 07:22:17

Page 1 of 1ASB_PLM_0008_0001 - 1.78 Printed: 5/6/2020 7:22 AM

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OrderID: 172002517

Page 1 Of 1

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Appendix III

Photographs

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Site Photographs

20-4323

May 2020

Photo 1 – HA 1- Pipe gaskets.

Photo 2 –HA2: Tank joint lining.

http://myportal/en/corporate/resources/CRA_l-c.jpg

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Site Photographs

20-4323

May 2020

Photo 3 – HA3: FConcrete slab.

http://myportal/en/corporate/resources/CRA_l-c.jpg

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Appendix IV

Notification Form

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NOTICE OF DEMOLITION OR ASBESTOS RENOVATION

TYPE OF NOTICE (CHECK ONE ONLY): ORIGINAL REVISED CANCELLATION COURTESYTYPE OF PROJECT (CHECK ONE ONLY): DEMOLITION RENOVATION

IF DEMOLITION, IS IT AN ORDERED DEMOLITION? YES NOIF RENOVATION:

IS IT AN EMERGENCY RENOVATION OPERATION? YES NOIS IT A PLANNED RENOVATION OPERATION? YES NO

I. Facility Name _

Address

City State Zip _ County

Site Consultant Inspecting Site

Building Size (Square Feet) # of Floors Building Age in Years

Prior Use: School/College/University Residence Small Business Other

Present Use: School/College/University Residence Small Business Other

II. Facility Owner Phone ( ) Email Address _______

Address

City State _ Zip

III. Contractor's Name Phone ( ) Email Address _______

Address _

City State Zip

Is the contractor exempt from licensure under section 469.002(4), F.S.? YES NO

IV. Scheduled Dates: (Notice must be postmarked 10 working days before the project start date)

Asbestos Removal (mm/dd/yy) Start: Finish: Demo/Renovation (mm/dd/yy) Start: Finish:

V. Description of planned demolition or renovation work to be performed and methods to be employed, including demolition or renovation techniquesto be used and description of affected facility components.

Procedures to be Used (Check All That Apply):

Strip and Removal Glove Bag Bulldozer Wrecking Ball

Wet Method Dry Method Explode Burn Down

OTHER:

VI. Procedures for Unexpected RACM:

VII. Asbestos Waste Transporter: Name Phone ( )

Address

City State Zip _______

VIII. Waste Disposal Site: Name _ Class

Address

City State Zip

IX. RACM or ACM: Procedure, including analytical methods, employed to detect the presence of RACM and Category I and II nonfriable ACM.

X. Fee Invoice Will Be Sent to Address in Block Below: (Print or Type)

Name:

Address:

City:

State/Zip:

*Identify and describe surfacing material and other materials as applicable:

I certify that the above information is correct and that an individual trained in the provisions of this regulation (40 CFR Part 61, Subpart M) will be on-siteduring the demolition or renovation and evidence that the required training has been accomplished by this person will be available for inspection duringnormal business hours.______________________________________________________________ ______________________________________________(Print Name of Owner/Operator) (Date)

______________________________________________________________ ______________________________________________

(Signature of Owner/Operator) (Date)

DEP USE ONLY Postmark/Date Received ID#

DEP Form 62-257.900(1)Effective 10-12-08

Page 1 of 2

Florida Department of

Environmental ProtectionDivision of Air Resource Management

Amount of RACM or ACM*RACM ACM

square feet surfacing material

linear feet pipe

cubic feet of RACM off facility components

square feet cementitious material

square feet resilient flooring

square feet asphalt roofing

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Instructions

The state asbestos removal program requirements of s. 376.60, F.S., and the renovation or demolition noticerequirements of the National Emission Standards for Hazardous Air Pollutants (NESHAP), 40 CFR Part 61, Subpart M, asembodied in Rule 62-257, F.A.C., are included on this form.

Check to indicate whether this notice is an original, a revision, a cancellation, or a courtesy notice (i.e., not required bylaw). If the notice is a revision, please indicate which entries have been changed or added.

Check to indicate whether the project is a demolition or a renovation.If you checked demolition, was it ordered by the State or a local government agency? If so, in addition to the

information required on the form, the owner/operator must provide the name of the agency ordering the demolition, thetitle of the person acting on behalf of the agency, the authority for the agency to order the demolition, the date of theorder, and the date ordered to begin. A copy of the order must also be attached to the notification.

If you checked renovation, is it an emergency renovation operation? If so, in addition to the informationrequired on the form, the owner/operator must provide the date and hour the emergency occurred, the description of thesudden, unexpected event, and an explanation of how the event caused unsafe conditions or would cause equipmentdamage or an unreasonable financial burden. If you checked renovation and it is a planned renovation operation,please note that the notice is effective for a period not to exceed a calendar year of January 1 through December 31.

I. Complete the facility information. This section describes the facility where the renovation or demolition is scheduled.This address will be used by the Department inspector to locate the project site. Provide the name of the consultantor firm that conducted the asbestos site survey/inspection. For “prior use” check the appropriate box to indicatewhether the prior use of the facility is that of a school, college, or university; residence, as “residential dwelling” isdefined in Rule 62-257.200, F.A.C.; small business, as defined in s. 288.703(1), F.S.; or other. If “other” is checked,identify the use. Please follow the same instructions for “present use.”

II. Complete the facility owner information.

III. Complete the contractor information.

IV. List separately the scheduled start and finish dates (month/day/year) for both the asbestos removal portion of theproject and the renovation or demolition portion of the project.

V. Describe and check the methods and procedures to be used for a planned demolition or renovation. Include adescription of the affected facility components. (Note: The NESHAP for asbestos, which is adopted and incorporatedby reference in Rule 62-204.800, F.A.C., requires obtaining Department approval prior to using a dry removal methodin accordance with 40 CFR section 61.145(3)(c)(i).)

VI. Describe the procedures to be used in the event unexpected RACM is found or previously nonfriable asbestosmaterial becomes crumbled, pulverized, or reduced to powder after start of the project.

VII. Complete the asbestos waste transporter information.

VIII. Complete the waste disposal site information.

IX. List the amount of RACM or ACM of each type of asbestos to be removed. (Note: A volume measurement of RACMoff facility components is only permissible if the length or area could not be measured previously.) Identify anddescribe the listed surfacing material and other listed materials as applicable.

X. Provide the address where the Department is to send the invoice for any fee due. Do not send a fee with thenotification. The fee will be calculated by the Department pursuant to Rule 62-257.400, F.A.C.

Sign the form and mail the original to the district or local air program having jurisdiction in the county where the project isscheduled (DO NOT FAX). The correct address can be obtained by contacting the State Asbestos Coordinator at:Department of Environmental Protection, Division of Air Resources Management, 2600 Blair Stone Road, Tallahassee, FL32399-2400.

DEP Form 62-257.900(1)Effective 10-12-08

Page 2 of 2

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1

CHAPTER 62-257ASBESTOS PROGRAM

62-257.100 Purpose and Scope (Repealed 2/16/12)62-257.200 Definitions (Effective 2/9/99)62-257.300 Applicability (Repealed)62-257.301 Notification Procedure and Fee (Effective 10/12/08)62-257.350 National Emission Standard for Asbestos (Repealed)62-257.400 Fee Schedule (Effective 2/9/99)62-257.401 Enforcement (Repealed)62-257.900 Form (Effective 10/12/08)

62-257.100 Purpose and Scope.

Rulemaking Authority 376.60, 403.061 FS. Law Implemented 376.60, 403.061 FS. History New 3-31-94, Formerly 17-257.100,

Amended 11-23-94, 3-24-96, 2-9-99, Repealed 2-16-12.

62-257.200 Definitions.

cummingtonite-grunerite, anthophyllite, and actinolite-tremolite and includes trade acronyms products such as

amosite.

-

as determined by Polarized Light Microscopy.

removal of a threshold amount of regulated asbestos-containing material.

- means asbestos-containing packings,

gaskets, resilient floor covering, and asphalt roofing products containing more than 1 percent asbestos as determined

using the method specified in Appendix A, Subpart F, 40 CFR Part 763, Section 1, Polarized Light Microscopy.

more than 1 percent asbestos as determined using the methods specified in Appendix A, Subpart F, 40 CFR Part

763, Section 1, Polarized Light Microscopy, that, when dry, cannot be crumbled, pulverized, or reduced to powder

by hand pressure.

-supporting structural member of a facility

together with any related handling operations or the intentional burning of any facility.

sudden, unexpected event that, if not immediately attended to, presents a safety or public health hazard, is necessary

to protect equipment from damage, or is necessary to avoid imposing an unreasonable financial burden. This term

includes operations necessitated by nonroutine failures of equipment.

-204.800,

F.A.C.

using the method specified in Appendix A, Subpart F, 40 CFR Part 763 Section 1, Polarized Light Microscopy that,

when dry, can be crumbled, pulverized, or reduced to powder by hand pressure. If the asbestos content is less than

10 percent as determined by a method other than point counting by Polarized Light Microscopy (PLM), verify the

asbestos content by point counting using PLM.

-257, F.A.C., only, means a county air pollution control

program which meets the criteria of Section 403.182(1), F.S.

equipment, which is expected to occur within a given period based on past operating experience, but for which an

exact date cannot be predicted.

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2

because the facility is structurally unsound and in danger of imminent collapse.

ses, operates, controls, or supervises either

the renovation or demolition operation or the site of the renovation or demolition operation.

regulated asbestos-containing material will be removed or stripped within a given period of time and that can be

predicted. Individual nonscheduled operations are included if a number of such operations can be predicted to occur

during a given period of time based on operating experience.

Operations in which load-supporting structural members are wrecked or taken out are demolitions.

-Contai

(a) Friable asbestos material;

(b) Category I nonfriable ACM that has become friable;

(c) Category I nonfriable ACM that will be or has been subjected to sanding, grinding, cutting, or abrading; or

(d) Category II nonfriable ACM that has become crumbled, pulverized, or reduced to powder or has a high

probability of becoming crumbled, pulverized, or reduced to powder by the forces expected to act on the material in

the course of demolition or renovation operations regulated by 40 CFR Part 61, Subpart M, as adopted in this

chapter.

building having no more than four dwelling units. This term is not intended to include any institutional, commercial,

public, or industrial structure, installation or building, any structure or building being demolished as part of a public

project, regardless of its previous use, function or ownership, or any building, structure or installation being used

partly for residential purposes and partly for commercial, public or industrial use.

Air Resources Management to serve as the statewide coordinator for the asbestos program.

-

least 160 square feet on other facility components, or at least 35 cubic feet off facility components where the length

or area could not be measured previously.

through Friday.


Amended 11-23-94, 2-9-99.

62-257.301 Notification Procedure and Fee.

(1) The notice requirements of Chapter 62-257, F.A.C., Asbestos Program, apply to each owner or operator of a

renovation of a facility involving the removal of a threshold amount of regulated ACM or any demolition of a

facility regardless of whether or not asbestos is present and to each owner or operator of the site for a renovation of a

facility involving the removal of a threshold amount of regulated ACM or any demolition of a facility regardless of

whether or not asbestos is present.

(2) If a notice is required per subsection 62-

ted under subsection 62-257.900(1), F.A.C., or an

electronically generated facsimile thereof, is required.

(a) The notice will be complete when the owner or operator legibly provides all the information requested on

e, the additional information required by 40 CFR 61.145(b), adopted and

incorporated by reference in Rule 62-204.800, F.A.C., for ordered demolitions or emergency renovation operations.

(b) The notice will be timely when the owner or operator mails it or delivers it to the Local Air Program or,

where there is no Local Air Program, to the Department's District Office having jurisdiction over the site of the

renovation or demolition operation, so that it is postmarked or received:

1. At least 10 working days prior to the start of the renovation or demolition operation; or

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3

2. No later than the following working day after an emergency renovation operation or ordered demolition; or

3. At least 10 working days prior to the end of the calendar year preceding the year for which a planned

renovation operation notice is being given.

(3) The owner or operator who submits a single planned renovation operation notification involving small

individual nonscheduled operations shall indicate on the notice form the total amount of regulated asbestos-

containing material predicted to be removed during the calendar year based on operating experience.

(4) If after the start of the project it is determined that at least 20 percent more regulated asbestos-containing

material than originally reported to the Department is to be removed, the owner or operator shall submit a revised

notification according to Rule 62-257.301, F.A.C.

(5) This notification form, when complete and timely submitted, will satisfy the notification requirements of the

(6) Except in the following situations, the owner or operator of an asbestos removal project shall pay a fee

calculated pursuant to Rule 62-257.400, F.A.C., Fee Schedule.

(a) The Depar

dwelling as defined in Rule 62-257.200, F.A.C.

under Section 469.002(4), F.S.

located collects a fee for providing asbestos notification and inspection services according to 40 CFR 61, Subpart M,

adopted and incorporated by reference in Rule 62-204.800, F.A.C.

(d) The fee to be paid by a small business, as small business is defined in Section 288.703, F.S., shall not

exceed $300.


Amended 11-23-94, 3-24-96, 2-9-99, 10-12-08.

62-257.400 Fee Schedule.

Except as noted in subsection 62-257.301(6), F.A.C., each asbestos removal project fee shall be calculated in

accordance with the following fee schedule; however, no fee shall exceed $1,000 for the total of square, linear, and

cubic feet of regulated asbestos-containing material to be removed:

REGULATED ASBESTOS-CONTAINING MATERIAL TO BE REMOVED FEE

0-159 square feet $ 0

0-259 linear feet $ 0

160-420 square feet $ 100

260-420 linear feet $ 100

but if, square plus linear feet totals 421 or greater, then pay:

421-2,000 $ 200

2,001-3,000 $ 300

3,001-4,000 $ 400

4,001-5,000 $ 500

5,001-6,000 $ 600

6,001-7,000 $ 700

7,001-8,000 $ 800

8,001-9,000 $ 900

Greater than 9,000 $1000

and for total cubic feet, if applicable, pay:

0-34 $ 0

35-44 $ 200

45-54 $ 400

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55-64 $ 600

65-74 $ 800

Greater than 74 $1000

Rulemaking Authority 376.60 FS. Law Implemented 376.60 FS. History New 3-31-94, Formerly 17-257.400, Amended 11-23-94,

2-9-99.

62-257.900 Form.

The form with instructions used by the Department in the asbestos air regulatory program is adopted and

incorporated herein by reference. Copies of the form and instructions may be obtained by writing to the State

Asbestos Coordinator, Division of Air Resource Management, 2600 Blair Stone Road, Tallahassee, Florida 32399-

2400. The form is also available on the internet at www.dep.state.fl.us/air

at Local Air Program offices.

-257.900(1), effective 10-12-08.


Amended 11-23-94, 2-9-99, 10-12-08.

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Appendix V

Accreditation

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Asbestos Survey & Mechanical (AHERA Building Inspector) Refresher Training

This is to certify that

Jaren Skinner

Has attended and completed Refresher training in accordance with

Title II of TSCA, 40 CFR Part 763 Appendix C to Subpart E as revised

Date of Course Completion 3/15/20

Date of Course Examination 3/15/20 with Passing Score of 70% or Higher

Expiration Date 3/15/21

Certificate # 31520910

Course # FL-490006359 Provider #

FL-490005406

Asbestos Online Training, LLC

727-873-6442

[email protected]

Instructor

mailto:[email protected]

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