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Sancon Technologies, Inc. - 2021-04-19 (2)
RECEIVED.BY: CITY CLERK RECEIPT COPY Return DUPLICATE to '�� City Clerk's Office (Name) after signing/dating (Date) CITY OF HUNTINGTON BEACH INTERDEPARTMENTAL COMMUNICATION TO: City Treasurer FROM: City Clerk DATE: kl,,2 y z SUBJECT: Bond Acceptance I have received the bonds for r//!")tom, Tel L�/7C��!'?,c/ D J. bt-c-.J. (Company Name) CAPITAL PROJECTS (Includes CC's and MSC's) Performance Bond No. Payment Bond (Labor and Materials) Bond No. Warranty or Maintenance Bond No. 2 3Z41LJ 33 TRACT AND DEVELOPMENT Faithful Performance Bond No. Labor and Material Bond No. Guarantee and Warranty Bond No. Monument Bond No. Franchise Bond No. Letter of Credit Bond No. Other Re: Tract No. Approved !a�!''' �?1) (Council Approval Date) CC No. Agenda Item No. ill, .91�r MSC No. City Clerk Vault No. �,- Sa Other No. SIRE System ID No. ,syyC�L�SS g:/forms/bond transmittal to treasurer FOB CITY OF HUNTINGTON BEACH INTERDEPARTMENTAL COMMUNICATION DATE: 6/20/2022 TO: THOSE LISTED HEREON FROM: Keegan Olds, PW Contract Administrator SUBJECT: Retention Release Payment - PO#27055 OJ Supplier#73784 Co.#511 FY 20/21 Sewer Lining, Project#CC 1619 Contractor's Name: Sancon Technologies, Inc. Address: 5841 Engineer Drive City, State and Zip Code: Huntington Beach, CA, 92649 Phone Number: 714-891-2323 City Business License Number: A257764 Notice of Completion (Date by City Clerk): 5/16/2022 The conformed copy of the Notice of Completion for the above contract has been filed. The thirty-five (35) day waiting period has elapsed or will elapse before payment is made. Processing of the retention payment is recommended so long as no stop notices or outstanding invoices are on file with the City. I certify t at no stop notices are on file. 17 Date Sean rumby, Direc Works I certify that there are no outstanding invoices on file. ce,bi Date Joycfvacks, Deputy City Treasurer I certify that no stop notices are on file, and that a guaranty bond has been filed with the City Clerk's Office. -716 Date Robin Estanislau, City Clerk Attachments 1. Notice of Completion 2. Maintenance Bond 3. Certificate of Compliance with Prevailing Wage Laws 4. Contractor's Certificate 5. Certificate of Compliance with Title VII of the Civil Rights Act and Equal Employment Opportunity Act of 1972 6. Consent for Release letter from the Surety Company Recorded in Official Records,Orange County Hugh Nguyen,Clerk-Recorder IIIIIIIIIIIIII III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11IN NO FEE PLEASE COMPLETE THIS INFORMATION * $ R 0 0 1 3 7 3 4 9 2 5 $ * 2022000182645 3:22 pm 05/16/22 RECORDING REQUESTED BY: 227 RW9A N12 1 0.00 0.00 0.00 0.00 0.00 0.00 0.000.000.00 0.00 WHEN RECORDED MAIL TO: i CITY OF HUNTINGTON BEACH PUBLIC WORKS DEPARTMENT Attn:Keegan Olds P.O.Box 190—2000 Main Street Huntington Beach,CA 92648 IS SPACE FOR RECORDER'S USE ONLY t THIS � TITLE OF DOCUMENT NOTICE OF COMPLETION NOTICE IS HEREBY GIVEN by the City of Huntington Beach,owner in fee,2000 Main Street,Huntington Beach,CA 92648,that the contract heretofore awarded to Sancon Technologies,Inc.,who was the company thereon for doing the following work to-wit: f ' FY 20121 Sewer Lining,Project#CC 1619 That said work was completed 05/02/2022 by said company according to plans and specifications and to the satisfaction of the City- Engineer of the City of Huntington Beach and that said work was accepted by the Director of Public Works on 05/02/2022,per City Council Resolution No.2003-70 adopted October 6,2003. That upon said contract The Hanover Insurance Company,was surety for the bond given by the said company as required by law. This document is solely for the official business of the City of Huntington Beach s contemplated under t Code Section 27383 and should be recorded free of charge. Director of Public Works or City E er ate City of Huntington Beach,Calif nia z STATE OF CALIFORNIA) County of Orange )ss: City of Huntington Beach ) 1,the undersigned,say:I am an Agent of the City of Huntington Beach,owner in fee,in the foregoing NOTICE OF COMPLETION. I have read sold NOTICE OF COMPLETION and know the contents thereof;the same is true of my knowledge. I declare under penalty of perjury that the foregoing is true and correct,and that said NOTICE OF COMPLETION was duly and regularly ordered to be recorded in the Office of the County Recorder of Orange County. This document is solely the official business of the City of Huntington Beach,as contemplated 511dz under Government code section 27383 and r o Public Works or i EngZJ ate should be recorded free of charge. City of Huntington Beach,California r THIS PAGE IS ADDED TO PROVIDE ADEQUATE SPACE FOR RECORDING INFORMATION (Additional recording fee applies) i Y 4 1 ' Bond No. 7314433 MAINTENANCE BOND KNOW ALL PERSONS BY THESE PRESENTS: That Sancon Technologies,Inc. (contractor's name) (contractor's street a dress,city and state and zip code) as Principal (hereinafter called Contractor),and: Old Republic Surety Company (surety's name) 14728 Pipeline Ave_Suite .hino Hills.CA 91709 (surety's street address, city and state and zip code) a corporation organized and existing under the laws of the State of Wisconsin with its principal office in the City of Brookfield as Surety(hereinafter called Surety),are held firmly bound unto CITY OF HUNTINGTON BEACH as Obligee (hereinafter called Owner), in the amount of * Dollars ($ 701,998.40 ), equivalent to the entire contract amount including all orders, for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators,successors,and assigns,jointly and severally,firmly by these presents, *seven hundred one thousand nine hundred ninety eight&40/00 WHEREAS, Surety is a duly admitted surety insurer under the laws of the State of California;and Surety is certified and listed in the U.S. Department of the Treasury Circular 570,and able to provide proof of bonding limitation shown in said circular is sufficient to provide bonds in the amount required by said Contract; and Surety has provided financial strength ratings from reputable companies,such as from A.M. Best, Moody's,Standard & Poor's,to validate that Surety has positive ratings of being secure or stable;and Surety is registered and listed with the California Department of Insurance;and Contractor has by written agreement dated ,20_,entered into a contract with Owner for the FY 20/21 Sewer Lining Project#CC1619 in accordance with drawings and specifications prepared by which contract is by reference made a part hereof(hereinafter referred to as the Contract);and The Contract provides that the principal will guarantee, for a period of one year, the work performed as part of the Contract from and against all defects in materials and workmanship;and The Contract also provides that the Contractor shall secure Contractor's obligations during the one-year period with a bond executed by a surety duly admitted in the state of California;and The Contract has been completed,and the Owner, Contractor and Surety agree that the commencement date for this Guarantee and Bond shall be May 5 12022 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if Contractor shall, for a period of one year from and after the date of completion and acceptance of the Contract by Owner, repair and/or replace any and all defects arising in the Work, whether resulting from defective materials or defective workmanship, then this obligation shall be null and void;otherwise it will remain in full force and effect. The Surety hereby waives notice of any alteration or extension of time made by the Owner. Whenever Contractor shall be, and declared by Owner to be in default under the Contract, the Surety shall, within thirty (30) days following Owner's written notice of default, either: (a) remedy the default, or (b) shall promptly complete the Contract in accordance with its terms and conditions. Surety shall save the Owner harmless from any claims,judgments, liens or losses arising from the Surety's failure to either remedy the default or to complete the Contract in accordance with its terms and conditions in a timely manner. 15-4584/118138 1 Whenever the Principal shall be, and declared by the Owner to be in default under the Contract, which shall include without limitation, any breach or default of the Contract, then, after written notice from the Owner to the Surety, as provided for below,the Surety shall either: (a)remedy the default or breach by the Principal;or(b)shall promptly and faithfully take charge of the Work and complete the Work in accordance with the requirements of the Contract with a contractor other than the Principal,at its own expense, and make available as work progresses sufficient funds to pay the cost of completion less the unpaid balance of the Contract including other costs and damages for which the surety may be liable hereunder, provided, however, that the procedure by which the Surety undertakes to discharge its obligations under this Bond shall be subject to the advance written approval of the Owner. Within thirty (30) days after Surety's receipt of a written notice from Owner of the failure of performance of the Contract by the Principal, it shall be the duty of the Surety to give to the Owner a notice, in writing, of the Surety's election to(a) remedy the default(s)of the Principal promptly,or(b)arrange for performance of the Contract promptly by a contractor other than the Principal, time being of essence to this Bond. In said Notice of Election, the Surety shall state the date of commencement of its cure or remedy of the Principal's default(s) or its performance of the Contract. The Surety's obligations for cure or remedy, include but are not limited to: correction of defective work and completion of the Contract, additional legal, design professional and delay costs arising from Surety's actions or failure to act; and liquidated damages (or if no liquidated damages are specified in the Contract, actual damages caused by delayed performance or non-performance by the Principal). The Surety shall give prompt written notice to the Owner upon completion of the cure or remedy of the Principal's default(s)of its performance of the Contract. If the Surety does issue its Notice of Election and does not proceed to cure or remedy the Principal's default(s) of its performance of the Work within thirty (30) days after receipt of a written notice from Owner, Surety shall be deemed to be in default on this bond,and the Owner shall be entitled to enforce any remedy available to Owner. No right of action shall accrue on this bond to or for the use of any person or corporation other than the owner named herein or the successors of Owner. Signed and sealed this 5th day of MU 20 22 Principal Raised Corporate Seal Sancon Technologies,Inc. [MUST BE AFFIXED] ctor Name) By: (Seal) Principal Raised Corporate Seal ChGr��S �ars�n S [MUST BE AFFIXED] Pr�s►dtnk (Title) Old Republic Surety Company (S e By: (Seal) Scott Salandi,Attorney-in-fact APPROVED AS.TO-FORM:.. NOTES: Michael E. Gates, City Attorney 1. Acknowledgments must be completed and returned ( �i as part of the bond. �! 2. Raised Corporate Seals are mandatory. 3. Please attach Power of Attorney. 154584/118138 2 ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Orange On S before me, Annette Lisa Romero, a Notary Public 64 (insert name and title of the officer) personally appeared Scott Salandi, Attorney-in-Fact who proved to me on the basis of satisfactory evidence to be the person(s) whose name(%) is/aRX subscribed to the within instrument and acknowledged to me that he/St"" executed the same in his/baMheir authorized capacity(k*, and that by his/MmA keir signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. ANNETTE LISA ROMERO WITNESS my hand and official seal. NOTARY PUBLIC o ORANGE COUNTY ^> My comm.expires May.26,2022 It Signature (Seal) * �r * OLD REPUBLIC SURETY COMPANY POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That OLD REPUBLIC SURETY COMPANY,a Wisconsin stock insurance corporation,does make,constitute and appoint: Scott Salandi,David Jacobson of Irvine, CA its true and lawful Attomey(s)-in-Fact, with full power and authority for and on behalf of the company as surety, to execute and deliver and affix the seal of the company thereto (if a seal is required), bonds, undertakings, recognizances or other written obligations in the nature thereof, (other than bail bonds, bank depository bonds, mortgage deficiency bonds, mortgage guaranty bonds, guarantees of installment paper and note guaranty bonds, seH-insurance workers compensation bonds guaranteeing payment of benefrts, or black lung bonds),as follows: ALL WRITTEN INSTRUMENTS and to bind OLD REPUBLIC SURETY COMPANY thereby,and all of the acts of said Attomeys-in-Fact, pursuant to these presents,are ratified and confirmed. This appointment is made under and by authority of the board of directors at a special meeting held on February 18, 1982. This Power of Attorney is signed and sealed by facsimile under and by the authority of the following resolutions adopted by the board of directors of the OLD REPUBLIC SURETY COMPANY on February 18,1982. RESOLVED that, the president, any vice-president or assistant vice president, in conjunction with the secretary or any assistant secretary, may appoint attorneys-in-fact or agents with authority as defined or limited in the instrument evidencing the appointment in each case,for and on behalf of the company to execute and deliver and affix the seal of the company to bonds, undertakings, recognizances,and suretyship obligations of all kinds;and said officers may remove any such attomey-in-fact or agent and revoke any Power of Attorney previously granted to such person. RESOLVED FURTHER,that any bond,undertaking,recognizance,or suretyship obligation shall be valid and binding upon the Company (i) when signed by the president,any vice president or assistant vice president,and attested and sealed(if a seal be required)by any secretary or assistant secretary;or (ii) when signed by the president,any vice president or assistant vice president,secretary or assistant secretary,and countersigned and sealed(if a seal be required)by a duly authorized attorney-in-fact or agent;or (iii) when duly executed and sealed (if a seal be required) by one or more attomeys-in-fact or agents pursuant to and within the limits of the authority evidenced by the Power of Attorney issued by the company to such person or persons. RESOLVED FURTHER that the signature of any authorized officer and the seal of the company may be affixed by facsimile to any Power of Attorney or certification thereof authorizing the execution and delivery of any bond,undertaking,recognizance,or other suretyship obligations of the company;and such signature and seal when so used shall have the same force and effect as though manually affixed. IN WITNESS WHEREOF, OLD REPUBLIC SURETY COMPANY has caused these presents to be signed by its proper officer,and its corporate seal to be affixed this 16th day of March 2022 OLD REPUBLIC SURETY COMPANY q SEALa= Asr.Lant SecretaV * President u+loin Nnoo• STATE OF WISCONSIN,COUNTY OF WAUKESHA-SS On this 16th day of March 2022 personally came before me, Alan Paylic and Karen J Haffner ,to me known to be the individuals and officers of the OLD REPUBLIC SURETY COMPANY who executed the above instrument,and they each acknowledged the execution of the same,and being by me duly swom,did severally depose and say:that they are the said officers of the corporation aforesaid,and that the seal affixed to the above instrument is the seal of the corporation,and that said corporate seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority of the board of directors of said corporation. rN a...... pTAq••. °•.pVa . Notary Pudic •a......: My Commission Expires: September 28, 2022 CERTIFICATE (Expiration of notary's commission does not invalidate this instrument I,the undersigned, assistant secretary of the OLD REPUBLIC SURETY COMPANY,a Wisconsin corporation,CERTIFY that the foregoing and attached Power of Attorney remains in full force and has not been revoked; and furthermore, that the Resolutions of the board of directors set forth in the Power of Attorney,are now in force. suq ,Eo Ti''s C' of Brookfield,WI this day of 740043 o, SEAL _ Signed and sealed at the �v ORSC 22262(3-06) """"""'0 \` Assis...at Secrets Patriot Risk& Ins Services LLC CALIFORNIA ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. State of California 1 County of Orange )} On May 5, 2022 before me, Kelly Williams - Notary Public Date Here Insert Name and Title of the Officer personally appeared Charles Parsons Nome(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s)whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s),or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing KELLY WILLINMS paragraph is true and correct. ` "' Notary Public•Calitornla orange County WITNESS my hand and official seal. Commission N 2354100 <<.. •'� My Comm.Expires APr 10,2025 Signature Place Notary Seal and/or Stamp Above Signature of Notary Public OPTIONAL Completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Maintenance Bond Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Charles Parsons Signer's Name: X Corporate Officer—Title(s): President ❑ Corporate Officer—Title(s): ❑ Partner— ❑ Limited ❑ General ❑ Partner— ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Trustee ❑ Guardian or Conservator ❑ Other: ❑ Other: Signer is Representing: Signer is Representing: G2019 National Notary Association Certification of Compliance with Title VII of the Civil Rights Act and Equal Employment Opportunity Act of 1972 To: City of Huntington Beach Department of Public Works 2000 Main Street/P.O. Box 190 Huntington Beach, CA 92648 Re: Certification of Compliance with Title VII of the Civil Rights Act and Equal Employment Opportunity Act of 1972 Contract: CC 1619 Project: FY 20/21 Sewer Lining Project The undersigned contractor on the above-referenced project("Project")hereby certifies that it has complied with title VII of the Civil Rights Act,the Equal Opportunity Act of 1972 and Executive Order 11246, and has not discriminated against any employee or applicant for employment because of race,color,religion, sex, sexual orientation,gender identity, national origin, age or disability. The undersigned contractor also certifies that it has not maintained any segregated facilities at its establishments on the basis of race, color,religion, sex, sexual orientation, gender identity,national origin, age or disability(with the exception of access for the disabled). I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct. Executed this 2nd day of May 20 22 at Huntington Beach California. F Sancon Technologies, Inc. (az f (Contractor Name) N APPROVED F By: Mic el E. Gates Ci Attorney 1 Certification of Compliance with Prevailing Wage Laws To: City of Huntington Beach Department of Public Works 2000 Main Street/P.O. Box 190 Huntington Beach, CA 92648 Re: Certification of Compliance with Prevailing Wage Laws Contract: CC 1619 Project: FY 20/21 Sewer Lining Project The undersigned contractor on the above-referenced project("Project")hereby certifies that all laborers,mechanics, apprentices,trainees, watchmen and guards employed by him or by any subcontractor performing work under the contract for the Project have been paid pursuant to the minimum wage and bona fide fringe benefit requirements specified for each particular classification of work, as set forth in the wage-rate determinations of the State of California, Department of Industrial Relations, and/or the United States Department of Labor. I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct. Executed this 2nd day of May ,20 22 , at Huntington Beact California. Sancon Technologies, Inc. a�2. (Contractor Name) APPROVED O FO By: M' ael E. Gates y Attorney 1 CONTRACTOR'S CERTIFICATE I, Charles Parsons state and certify that: (Name of Declarant) 1. Sancon Technologies, Inc. is the general contractor to the City of Huntington Beach("City")on Contract No. CC 1619 (the"Contract") for the construction of the public work of improvement entitled: FY 20/21 Sewer Lining Project (the"Project"). 2. All work to be performed pursuant to the Contract has been completed in accordance with the Contract Documents (as such term is defined in the Contract). 3. Except for the claims listed below and the disputed claims listed in paragraph five(5), all persons supplying labor, services,materials and equipment to the Project, including all claims against the contractor arising from the performance of the Contract, have been paid and satisfied(list unpaid debts and claims; if none, write"NONE"): 4. Attached hereto are the lien waivers required by the Contract Documents,which lien waivers have been executed by all persons who performed work on or supplied labor, services,materials,and/or equipment for use at the Project. 5. Set forth below is a list of disputed claims or claims that are the subject of a Notice to Withhold filed pursuant to the Civil Code of the State of California(list all disputed claims; if none, write"NONE"). NONE I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct. Executed at Huntington Beach, CA on this 2nd day of May 20 22 (Signature of Declarant) APPROVED AS ORM Michae . Gates City ttomey 1 RECEIVED BY: CITY CLERK RECEIPT COPY Return DUPLICATE to City Clerk's Office (Name) after signing/dating (Date) 0, CITY OF HUNTINGTON BEACH INTERDEPARTMENTAL COMMUNICATION TO: City Treasurer FROM: City Clerk DATE: SUBJECT: Bond Acceptance I have received the bonds for San,4c,-'lJ �`LeJ. (Company Na ) CAPITAL PROJECTS (Includes CC's and MSC's) Performance Bond No. Payment Bond (Labor and Materials) Bond No. Warranty or Maintenance Bond No. :7-3l Ll y3.3 TRACT AND DEVELOPMENT Faithful Performance Bond No. Labor and Material Bond No. Guarantee and Warranty Bond No. Monument Bond No. Franchise Bond No. Letter of Credit Bond No. Other Re: Tract No. Approved L111q Z/ lv (Council Approval Date) CC No. Pa/9 AgeRdbT- � No. A/' 071�r MSC No. City Clerk Vault No. 6019• Sa Other No. SIRE System ID No. Syyy ySs g1torms/bond transmittal to treasurer i t Recorded in Official Records, Orange County Hugh Nguyen, Clerk-Recorder II � I �� III III IIII IIIII III II NO FEE PLEASE COMPLETE THIS INFORMATION * $ R 0 0 1 3 7 3 4 9 2 5 $ RECORDING REQUESTED BY: 2022000182645 3:22 pm 05/16/22 227 RW9A N12 1 0.00 0.00 0.00 0.00 0.00 0.00 0.000.000.00 0.00 WHEN RECORDED MAIL TO: CITY OF HUNTINGTON BEACH PUBLIC WORKS DEPARTMENT Attn:Keegan Olds P.O. Box 190—2000 Main Street Huntington Beach,CA 92648 i r THIS SPACE FOR RECORDER'S USE ONLY TITLE OF DOCUMENT NOTICE OF COMPLETION NOTICE IS HEREBY GIVEN by the City of Huntington Beach,owner in fee,2000 Main Street, Huntington Beach,CA 92648,that g the contract heretofore awarded to Sancon Technologies, Inc.,who was the company thereon for doing the following work to-wit: t , 3 } FY 20/21 Sewer Lining,Project#CC 1619 3 That said work was completed 05/02/2022 by said company according to plans and specifications and to the satisfaction of the City- Engineer of the City of Huntington Beach and that said work was accepted by the Director of Public Works on 05/02/2022,per City Council Resolution No.2003-70 adopted October 6,2003. S That upon said contract The Hanover Insurance Company,was surety for the bond given by the said company as required by law. i This document is solely for the official business of the City of Huntington Beach s contemplated under t Code Section 27383 and should be recorded free of charge. ) f Director of Public Works or City E er ibate City of Huntington Beach,Calif rnia a STATE OF CALIFORNIA) County of Orange )ss: City of Huntington Beach ) 1,the undersigned,say:I am an Agent of the City of Huntington Beach,owner in fee,in the foregoing NOTICE OF COMPLETION. I have read said NOTICE OF COMPLETION and know the contents thereof;the same is true of my knowledge. t t I declare under penalty of perjury that the foregoing is true and correct,and that said NOTICE OF COMPLETION was duly and f regularly ordered to be recorded in the Office of the County Recorder of;Orange County. i This document is solely the official business of the City of Huntington Beach,as contemplated S 1 under Government code section 27383 and r of Public Works or Engi er ate G4 should be recorded free of charge. City of Huntington Beach,California I THIS PAGE IS ADDED TO PROVIDE ADEQUATE SPACE FOR RECORDING INFORMATION (Additional recording fee applies) RECEIVED BY: CITY CLERK RECEIPT COPY Return DUPLICATE to _ City Clerk's Office (Name) after signing/dating (Dare) CITY OF HUNTINGTON BEACH i INTERDEPARTMENTAL COMMUNICATION TO: City Treasurer FROM: City Clerk DATE: SUBJECT: Bond Acceptance I have received the bonds for hi C (CamPMY l�nl CAPITAL PROJECTS (Includes CC's and MSC'sl Performance Bond No. Payment Bond (Labor and Materials) Bond No. log-5t.� Warranty or Maintenance Bond No. TRACT AND DEVELOPMENT Faithful Performance Bond No. Labor and Material Bond No. Guarantee and Warranty Bond No. Monument Bond No. Franchise Bond No. Letter of Credit Bond No. Other _ Re: Tract No. Approved (C&Aa Alow"Lute) CC No. _ Agenda Item No. ;/— � '?7 MSC No. City Clerk Vault No. 11 UD. S!_) Other No. SIRE System ID No. c'L/��U�f S g/forms/Dond transmittal to treasurer GC /1ai9 CITY FUNDED CONSTRUCTION CONTRACT 13E"I N EF.N THE, CITY OF IIUNTINGTON BEAU AND Sancon Technologies, Inc. FOR FY 20/21 Scwer Lining Project THIS MIREENIEW ("Agreement") is made and entered into by and benyeen the City of I funtington Beach. a municipal corporation of the State of California. hereinafter rcicrrcd to as "Cl IN." and Sancon Technologies, Inc. . California corporation. hereinafter relened to as "CONTRACTOR." WHEREAS. CITY has solicited bids fir a public works project, hereinafter referred to as "PRO JFCT." more fully described as FY 211/21 Sewer Linima in the C'il�' Off luntington Beach; and CONTRACTOR has been selected to pertbrm said services. NOW. THEREFORE. in consideration of the promises and agreements hereinafter made and exchanged the parties covenant and agree as WHo", I . STATE MIEN"f OF WORK: AC'CH'J'ANCl" OF RISK CONTRACTOR shall complete and construct the PROJF-C I pursuant to this Agreement and the Contract Documents (as hereinafter defined) and furnish. at its OWn cost and expense. all labor. plans. tools. equipment_ supplies. transportation. utilities and all other items. scryices and facilities necessary to complete and construct the PROJLC'1' in a good and Workmanlike manner. C'ONTRACfOR agrees w fully assume the risk ofall has or damage arising out of the nature of the PROJECT. during its progress or prior to acceptance by CITY, from the action ol' the elements. fi-Om any unforeseen difficulties which nary arise or be encountered in the 1 1 G-i 19500 Funded Construction Conoact.docx —rcv-iscd 0412016 prosecution of work.. and Cor all other risks of anv description in connection with the work. including. but not limited to, all expenses incurred by or in consequence ol' the suspension or d ISCOminuanCe of' work. except such as are herein exprcssl� stipulated to he horne by CITY. and for %yell and faithfully completing the work within the stipulated time and in the manner shown and described in this Agreement, and in accordance Yvith the requirements of CITY fix the compensation set torth in the accepted hid proposal. 2. ACCI PTANCI� QP CONDI'I'IONS OP WORK: PLANS AND SPGCII IC\TIONS CONTRACTOR acknowledges that it is tolls tiunili;n-with all the terms, conditions and obligations of this Agreement and the Contract Documents (as defined below in this Section). has inspected the location of the job site. and the conditions under which the work is to be performed, and that it enters into this Agrecnunt based upon its thorough invcstig'ation ofall such matters and is rclgng in no "my upon any opinions or representations WITY. It is agreed that the Contract Documents are incorporated into this Agreement by this reference, with the same torte and ctfect as irthe same \�erc set lorth at length herein. and that CONTRACTOR and its subcontractors, if any. shall be bound by the Contract Documents insofar as the\, relate in part or in an\, wa\,. directly or indhvcdy% to the work covered by this Agreement. "Contact Documents" as dCf1aCd herein mean and include: A. This Agreement: B. Bonds covering the work herein agreed upon: C. The CITY's standard Plans and Specifications and special cons-actual provisions. including those on file in the office or the Dcparuncnt of Public \vows of CfrY, and any revisions. amendments or addenda thereto: I 1 G-i 195/0ty Funded Cunstructiun Cunimcr.docx—Wsed 04+2016 D. The edition of Slanclarcl Specifications jor Public II'orks C'onsn-rrclion. published by Builders' News. Inc.. 10901 National Boulevard. Los Angeles. CA 90064. and all amendments thereto. written and pn n Wgmed by the Southern Cnlilornia chapterof the American Public Works Association and the Southern California District Associated General Contractors of the California Joint Cooperative Conunittee as specif ied in the particular flans. Specifications. Special Provisions and Addendum applicable to the Projcct. E. Bid documents including the Notice Imiting Bids. the Special Instructions to Bidders and the CONIRACTOR's proposal. (which is nuached hereto as WAR "A" and incorporated herein by this reference): I.. The particular Plans. Specifications. Special Provisions and Addenda applicable to the PROJF'C1'. Anything mentioned in the Specifications and not indicated in the Plans or indicated in the Plans and not mentioned in the Specifications. shall be oflike cltect as ilindicatecl and mentioned in hoth. In case of a cliscrepancy between any Plans. Specifications. Special provisions. or Addenda. the matter shall he immediately submitted by CONTRACTOR to the Director of Public Works of CITY or his or her written designee (hereinafter referred to as "DP\V"'). and CONIRAC'TOR shall not attempt to resolve or agjust the discrepancy without the decision of DPW. save only at its own risk and expense. Should there be any conflict between the terms of this Agreemem and the hid or proposal of' CONTRACTOR. then this Agreement shall control and nothing herein shall he considered as an acceptance orthe terms or the hid or proposal which is in conflict herewith. i 16-5 19ST tv Funded Cnsuvction Contract.doe.e —revised 04/2016 ;. CONIPF'.NSATION CITY agrees to pay and CONTRACTOR agrees to accept as full compensation lur the Iaithfitl performance of this Agreement, subject to any additions or deductions made under the provisions of this Agrcemcnt or the Contract Documents. d sum not to cXceed Seven Hundred One Thousand Nine Hundred I ighh'-Fight and 40/100 Dollars (S 7111,988.40 ), as set forth in the Contract Documen(s. to be paid as provided in this Agreement. 4. C'O\9\4ENCI:,MI NTOP PROJECT CONTRACTOR agrees to commence the PROJECT within ten ( 10) working days after' the Notice To Proceed is issued and diligently prosecute the PROJECT to completion within One Hundred TNrenty ( 121) ) consecutive Working days from the day the Notice to Proceed is issued by D11W. excluding delays provided for in this A�urccmcnt. 5. TI\-II. OI THE ESSENCE The parties hereto recognize and agree that time is ofthe essence in the perliormancc of this Agreement and each and every provision of the Contract DOCLIMCnts. CONTRACTOR shall prepare and obtain approval as required by the Contract Documents for all shop drawings. details and samples. and do all other things necessary and incidental to the prosecution of its work in conformance with the progress schedule set Iia'th in the COntraCl Doctnnents. CONTRACTOR shall coordinate its work with the work of all other contractors. subcontractors. and CITY forces workinc on the PROJECT in a manner that will facilitate the cl*ticicnt completion of the PROJECT and in accordance with the terms and provisions of this Agreement. CI I Y shall have complete control of the premises on which the vyork is to he performed and shall have the right to decide the time and order in which the various portions of the work shall be performed and the priority of the tyork of other contractors. 4 IG 195/Cinv Funded CUnSIruCIIOB Coil iract.docc —revised 04/2016 subcontractors and CITY forces and. in general. all matters concerning the timely zinc] orderly conduct of the work of CONTRACTOR on the premises. 6. CH AN CONTRACTOR shall adhere strictly to the plans and specifications set forth in the Contract Documents unless a change therefrom is authorized in writing, by DPW. CONTRACTOR agrees to make any and all changes. furnish materials and perlorm all \wrk necessary within the scope ofthe PROJECT as DPW may require in writing. Linder no condition shall CONTTRACTOI: hake any changes without the prior written order or acceptance of DP% . and CITY shall not pay anv extra charges made h CONTRACTOR that have not been agreed upon in writing by DP%V. When directed to change the work. CONTRACTOR shall submit inunediately to DPW a written cost proposal rcriecting the errect or the change. Should DPW not agree to such cost proposal. the work shall be performed according to the changes ordered in writing by DPW and the proper cost thereof shall he negotiated h) the parties upon cost and pricing data submitted by CONTRACTOR: thereupon. CITY will promptly issue an adjusted change order to CONTRACTOR and the contract price will be adjusted upward or down"ard accorclingly. 7. NO TICE TO PROCEED No work. services. material. or equipment shall he perlorrned or furnished under this Agreement unless and until a Notice to Proceed has been given to CONTRACTOR by CITY. CITY does not warrant that the work will he available on the date the Notice to Proceed is issued. In the event of a delay in conunencement of the work due to unavailability of the job site. for any reason. relief to CONTRACTOR shall be limited to a tittle eelcnsion equal to the delay due to such unavailability. 16-5195/00 Funded Construction Contrectdoc.x —revised 04!2010 S. BONDS Only bonds issued by California admitted sureties will be accepted. CONTRACTOR shall. prior to its perfonnmwc of this Agreement. furnish the fallowing two (2) bonds approved by the City Attorney: One in the amount of one hundred percent (100%,) of the contract price to guarantee the CONTRAC OR's faithful performance of the work. and one in the amount of one hundred percent of the contract price to guarantee payment of all claims for labor and materials furnished. In addition. CONTRACTOR shall submit to CITY a bond in the amount ol'onc hundred percent ( 100%) of the f tnal contract price. includinil all change orders. to Warrant such performance for a period of one (I) year after CITY's acceptance thereof within ten (10) days of filing ofthc Notice of Completion. 9. WARRANTIES CONTRACTOR unci,nditionall) Uuarantres all work done under this rAgrecment including. hilt not limited to. any \vorkmanship. installation. fLbrication. material or structwral Facilities constructed. CONTRACTOR. within ten (10) clays after notice by CITY of any defect in the work. shall have the option to make appropriate repairs or replace the defective item or item,. Upon expiration of such ten (10) day period. CITY may then make appropriate repair or replacement at CONTRACfOR's risk and own cost and expense. 10. INDFAIENDENT CONTRACTOR It is understood and agreed that CONTRAC 1OR is. and shall be. acting at all times hereunder as an independent contractor and not an employee of CITY. CONTRACTOR shall secure at its own cost and expense. and be responsible fire any, and all payment of all taxm social security. state disability insurance compensation. unemployment compensation and other payroll 6 16-5 195/Cite Funded Construction Comract.doec —revised 04,' 016 deductions Or CONTRACTOR and its officers. agents and employees and all business licenses. it any, in connection with the PROJECT and/or the services perAnned hereunder. 11. LIQUIDATED DA\,IAGGS/1)I71-AYS It is agreed by the parties hereto that in case the total \vork called lot- hereunder is not in all parts and requirements finished or completed within the number of calendai days as set forth herein_ damage will be sustained by CITY: and that it is. and would he. impractical and extremely dit'icult to ascertain and determine the actual damage which CITY would sustain in the event of and by reason ol' such delax. It is_ therefore, agreed that CONTRACTOR will pay to CI'I Y. as liquidated damages and not as a penalty. the sum of- Igve 11undred Dullars (5 51111 ) per each calendar dais delay in cornpkting the work in excess ol'thc number ofworking/calendar da)s sct Birth herein. %yhich represents a reasonable endeavor by the parties hereto to estimate a lair compensation lot- the foreseeable datnages CITY would sustain in the event of and by reason of Such dclav: and CO\'TRACTOR agrees to pay these damages herein provided. and further agrees that CITY may deduct the amount thereof iron any monies due or that may become due to CONTRACT OR hereunder. CONTRACTOR will he granted an extension of- time and will not be assessed damages for any portion of the dcLty in the completion of the work due to unforesceahle causes beyond the control and without the With or negligence of CONTRACTOR, including, but not limited to. acts of God or of the public enemy. lire. Hoods. epidemics. quarantine restrictions. strikes. unsuitable weather. or delays ol'subcontractors due to such causes. CONTRACTOR shall. within 1]acen (15) days Out the beginning of- anx Such delay (unless DPW shall grant a further period or time). notiQ )PVV in miting or the cause of the 7 16-5 19i/City Funded Construction Contract.doex—revised 04/2016 deIay and CITY shall extend the time for completing the work i1'. in its judi-Nment- III e findings of Ihct thereon justil:v the Clelay: and the decision of DPW shall be conclusive on the parties hereto. Should CONTRAC TOR he delayed in the prosecution or completion of the work by the act. neLlcct or default of CITY. or should CONTRACTOR be delaycd by waitine for materials required by this A,rcemcnt to he furnished by CITY. or h% damage awsed by tire or other casualty at the job site for which CONTRACTOR is not responsible or by the comhined action of' the workers. in no way cduseCl by or resulting tiom (default or collusion on the part ol' CONTRACTOR, or in the event of a lockout by CITY. then the time herein fixed for the completion of'the work shall he extended by the number of&I.N's CONTRAC I-OR has thus hecn dclaved. but no allo\yancc or extension shall be made unless a claim therefor is presented in writing to CITY within fifteen ( l�) Clays Of'the COmmenCCmettl of such delay. No claims liar additional compensation or damages for delays- irrespective ol' the cause thereof. and includim, without limitation the I'Limishine of materials bx CITY or (delays by other contracuus or subcontractors \yill he allowed and an extension ol'tintc for completion shall he the sole rcmedV ofCON1 RAC 1 OR. 12. DI'_\9ANDS FOR ADDITIONAL TIME OR MONI Y. A. Definitions. (I ) "Change Order" means a document signed by the CONTRACTOR and CITY which authorizes an addition. deletion or rcyision in the work. or an adjustment in the Compensation under Section i. or the Completion Time specified at Section d. (2) "DemanCl` means a Written demand for a Change Order by the CONTRACTOR for any of the fbllowinc: (a) A time extension: ti 1 G-i 195/CitY Funded Construction Con t rnet.ducs —revised 04/2016 (b) Payment of money or damages arising from work done by. or on behalf of. the CONTRACTOR pursuant to this Agreement and payment of which is not expressly permitted pursuant to Section 3 of this Agreement: (c) Payment oPan anxnun the CITY disputes: (d) Any disputes and other matters relating to the acceptability of the work perRxmcd or the interpretation of the Contract Documents_ (e) A request for a time extension Or additional payment based upon dit ling site conditions_ such as subsurface or latent physical conditions at the job site differing materially from those indicated in this Agreement or the Contract Documents. or unknown physical conditions at the joh site. Oran unusual nature. diffcring materially from those ordinarily encountered and generally recognized as inherent to work of the PRO.IECT: or (1) A rcyucst for a time extension or additional payment based upon acts Of neglect by CITY or due to tires. floods. Tabor disputes. epidemics. abnormal weather conditions or acts of God. B. A Demand for a time extension or payment of money or damages may only be granted by a Change Order. C. No Change Order Wray be granted except where the Contractor has submitted a Demand to the DPW (or his or her written designee). All Demands shall be Submitted promptly. but in no event later than thirty (30) days after the occurrence of the cycut ;living rise to the Demand. The Demand shall be in writing and include all documents necessary to suhstandate the Demand. The DPW shall act on the Demand within fit icen (1 j) days after receipt. including by requesting additional information from the CONTRACTOR to determine whether to approve the Change Order the Demand seeks. The DPW sha11 act on the Demand "Min lihccn ( 15) clays 9 16-5195/City Funded Construction Con It amdocv—revised 04/2016 after receipt of the additional information or within a period of time no greater than the time the CONTRACTOR took to produce the additional information requested. whichever is greater. D. Notwithstanding the thirty 00) days to submit a Demand under Suhparagraph C. in the case of dilfering or unknown site conditions. inuncdiutely upon encountering the conditions. CONTRACTOR shall notify the DPW in writing of the conditions. so that the CITY Lila\ promptly investigatc the conditions. f:. If the CONTRACTOR disputes the DPW's written response on the Demand. or the CITY f tils to respond within the time prescribed- the CONTRACTOR maY so notih' the City I.Ai-inecr. in writim,. either within fifteen (15) days of receipt of the City Gnginccr's response or within fifteen (1 5) days of the DPW s failure to respond within the time prescribed. respectively. and request an informal conference to meet and collier for settlement of the Demand. Upon the CONTRACTOR's request, the DPW shall schedule a meet and confer conference \yithin thirty (30) days to seek ut resolve. h. CITY and CONTRACTOR shall execute appropriate Change Orders cowering changes to the tine or price by executing the Changc Ordcr by mutual agreement. I l'the CITY and CONTRACTOR arc unable to reach a mutual agreement. then the City Lnoincer shall issue a written decision on the claim within a reasonable time. G. h'ollowinL, the meet and confer conference. it' the Demand remains in dispute. the CONTRACTOR mac Ille a claim with the Cit\ as provided in Chapter I (commencing mill Section 900) and Chapter 2 (commencing with Section 910) ol'Part 3 ot'Division 3.6 of Title 1 of the GOVermllCnt Code. For purposes of those provisions. the running of the period of Lillie within which a claim must he filed shall he tolled from the time the CONTRACTOR submits his 10 I6-5195/City Funded Construction Contramdocs—revised 04/2016 or her Demand until the Demand is denied as a result of the meet and confer process, including any period of time utilized by the meet and conlcr process. I:. VARIATIONS IN ESTINIA 11:,l) QUANTIT11 S The quantities listed in the bid schedule "ill not govern linal payncnt. Payment to CONTRACTOR will he Cade only Fitt the actual quantities ofconnact items used in construction of the PROJECT. in accordance with the plans and specifications. Upon completion of the PRO.IICT. irthe actual quantities used are either nutre than or less than the quantities listed in the hid schedule. the hid price shall prevail subject to the provisions of this Section. DP\V nuay. at its sole discretion. when warranted by the facts and circumstances, order an equitable adjustment. upwards or dowmrards. in payment to CONTRACTOR cohere the actual quantities used in construction of the PRO.IF.0' are in variation to the qu.uuitics listed in the hid schedule. No claim by CONTRACTOR for an Cquitahle acljusuncnt in price or time for completion shall he allowccl ifussCrted after final pavnx•nt wuier INS Agreement. II-the quantity variation is such as to cause an increase in the time necessary for completion. W\Y shall ascertain the facts and circumstances and make such acljusuuCnt for extending the completion daw as in its We judgment the linclings warrant. 14. PROCiRI::SS PAY,-Il:';N-TS Each month DPW will make an estimate in writing of the work performed by CONTRACTOR and the value thereof. front each progress estimate. live percent (5°/,) will he dCduCtcd and retained by CITY and the remainder of the progress estimate. less the amount orall previous payments since commencement of the work. will he paid to CON I RAC TOR. When CONTRACTOR has. in the judgnu•nt of DPW. faithfull\ CXCcuted fifty percent (50%0 or more of the value of the vyork as detennined from the hid schedule. and if MW finds that satisfactory progress has been and is heing made. CONTRACTOR may he paid such II 16-5 1 951C by Funded Construction Contract-docv—revised 04h016 SLIM as will bring the payments of cash month up to one hundred percent ( 100%) of the value of the work completed since the commencement ofthe PROJFCT. as determined in its sole discretion by DPW. less all prev ious payments and less all previous retained amounts. CI•Tl"s 111 al I,V t to CONTRACTOR. if unencumbered. or anv part thereof unencunthereCI. shall be made thirty-live (35) days after the acceptance ol' the work and the filing of a Notice of Completion by CITY. Provided. however. that in the eyenl 01 a dispute between CITY and CONTRACTOR. CITY may withhold from the final payment :m amount not to exceed 150 percent of the Value of any disputed amount ol'work. Payments shall be made on demands draevn in the manner rcquircd by law. each payment to be accompanied by a ccrtilicatc signed by DP\V. aflirming that the work for which payment is demanded has been performed in accordance with tile terms tit the Agreement and that the amount stated in the ccrtilicatc is Clue under the terms of the Agreement. Partial pavmcnts on the contract price shall not be considered as an acceptance of.mv part of the work. I W11T II IELD CON'IRAC'I- FUNDS. SUBSTITUTION OF Sl."CURTTIL'S At the request and at the sole cost and expense of CON'I-RAC'FOR. who shall retain beneficial ownership and receive interest. if any thereon. CITY shall permit the substitution and deposit therewith of securities equivalent to the amount of anv monies Withheld by CITY to ensure performance under the terms of this Agreement. 16. AFFIDAVITS OI: SATISFACTION OF CLAINIS After the completion of the work contemplated by this Agreement. CONTRACTOR shall file with DPW its affidavit stating that all workers and persons employed. all firms supplying materials- and all subcontractors working upon the PROIGCT have been paid in I"ull and that there are no claims outsiandinu, aeainst the PRO.II-C'I' for either labor or material. e.Nccpt certain items. il'any. to he set forth in CON'TRACTOR's affidavit covering disputed claims. 12 1 G-i 195/C iLY Funded Construction Conu'act.docs—revised 04/201 G or items in connection with Notices to Withhold. which have been lilcd under the provisions of the statutes of the State ol'California. 17. WAIVLR OF CLAHMS '['lie acceptance by CONTRAC"fOR of' the pavmcnt of the final certilirte shall constitute a waiver ofall claims aeainst CITY Under or arising_ out ul*this AL'rCCmem. A. The CITY has ascertained from the Director of Industrial Relations ofthe State of California the general prevailim, rate of per diem wa rs and the general prevailing rate for legal holiday and overtime work in the locality in which the work is to be performed for each craft or type of wook needed to execute this Agreement. and the same has been set forth by resolution on tile in the office of'the City Clerk of CHY. CONTRACTOR and any subcontractor under it shall pay not less than said prevailing wage rates to all workers employed Oil this public works Agrecncnt. as required by California Labor Code Sections 1 771 and 1774. In accordance with the provisions of Section 3700 ofthe California Labor Code. CONTRACTOR agrees to secure payment of compensation to every employee. B. Pursuant to this Aercemcnt and in accordance with Section 1 774 and 177> of the California Labor Code. CONTRACTOR shall. as penalty to CITY. tirlcit hvcnh-live dollars (SZS) Coe each calendar clay or portion thercol'for each worker paid (either by CONTRACTOR or any ol'its subcontractors) less than the prevailing wage rate cstahlishccl liar that particular craft or hype of work. 1S. CALIFORNIA PREVAILING WAGF LAW A. The CITY has ascertained from the Director oC 111dll5trlal Relations of the State of California the general prevailing rate of per client wages and the general prevailing rate for Icgal holiday and overtime work in the locality in which the work is to be performed for each craft or type of work needed to cxccutc this Agreement. and the same has been set forth by 13 1 G-i 195/City Funded Construction Contract.docx—revised 0412010 resolution on file in the office ol'the City Clerk of CITY. CONTRACTOR and ally suhcontractor under it shall pay not less than said prevailing wage rates to all workers cmploved on this public works :Agreement, as required by California Labor Code Sections 1 771 and 1774. In accordance with the provisions of Section 3700 of the Calilornia Labor Codc. CONTRACTOR agrccs to ;ecurc payment of compensation to every employee. B. I ursuant to this AUrecment and in accordance with Section 1774 and 1775 of the California Labor Codc CONTRACTOR shall. as penalty to CITY. torlcit twenh-five dollars ($25) for each calendar day or portion thereof for each worker paid (either by CONTRACTOR or MIN' of its subcontractors) less than the prevailing wage rate established lot- that particular craft or type of work. 19. CALIFORNIA FAG TT-HOUR LAW A. California Labor Code. Sections 1810 eir seq. shall apply to the performance of this Agreement: thereunder. not more than eight (8) hours shall constitute one days work and CONTRACTOR and each subcontractor employed by its hereunder. shall not require more than eight (8) hours of labor per day or torn (40) hours per week from any one person employed by it hereunder- except as stipulatcCl in California Labor Codc Section 1815. CONTRACTOR and cacti subcontractor employed by it hereunder shall, in accordance %%ith California Lahor Codc Section 1812. keep an aCCLIMIC record, open to inspection at all reasonable hours, showing the name and actual hours worked each calendar day and each calendar week by each worker employed in connection with the PROJECT. B. Pursuant to this Aerecntent and in accordance with California Lahor Codc Section 1813. CONTRACTOR shall. as a penalty to CITY. forfeit twenty-five dollars (S25) for each workcr employed hereunder by CONTRACTOR or any subcontractor Cor each calendar day (luring which such workcr is required or permitted to work more than eight (8) hours in any one 14 1 G i 19�/City Funded Constniction Contract.docx—revised 04/2U 16 (I) calendar day or Any (40) hours in any one ( I ) calendar week in violation of Calirornia Labor Code Section Is 1.5. 21 PAYMEw OF TRAVEL AND SUBSIS FNCF ALLOWANCL' Section 1773.8 of the Calillornia Labor Code. regarding the payment ol'uayel and subsistence allowance is applicable to this PROJI-CT. 21. EMPLOYMENT OP APPRENTICES Section 1777.5 or the Calilbrnia Labor Code. regarding the employment of apprentices is applicable to this PROJECT. 22. PAYROLL RIB ?CORDS CONTRACTOR agrees to keep accurate payroll record shOWing' the name. address. social security nunther. work classification. straight time and overtime hours worked each day and week. and the actual per diem wages paid to each journeyman. apprentice or worker employed by it in connection with the PROJECT and agrees to require each of its subcontractors to do the same (A)MRADUR Curther agrees that its payroll records and those oCits subcontractors. ifany. shall be available at all reasonable times to the CITY. and the employee or his representative. and the Division ol'L.ahor Standards Enf'orcentent and the Division ol'Apprenticeship Standards. and to comply, AT all of the provisions oCCalimmia Labor Code Section 1776, in general. 23. INDE'A1NIFIC'AIION. DI `F,NSF.. 1-1O1_D 1IARIMLIiSS C(SA ACTOR hereby agrees to protect. defend. indemnify and hold harmless CITY. its officers. elected or appointed otliciak employees- agents. and volunteers from and against any and all claims. damages. losses. expenses. judgments, demands. defensc costs. and consequential damage or liahility oranv kind or nature. however causal. including those resulting, I'runt death m injury to CONTRAC fOR's employees and damage to CONI-RACTOR's propert}. 15 16 i 19j/City Funded Construction Contraa.doex —revised 04/2016 arising directly or indirectly out of the obligations or operations herein undertaken by CONTRACTOR. caused in �yhole or in part by any negligent act or omission of the CONTRACTOR. any suhconu'actors. anyone directly or indirectly emplo\cd by any of them or mvonc fie whose acts any of them may be liable. includims but not limited to concurrent active or passive nc"ligence. except where caused br the active negligence, sole negligence. or \yillful misconduct of" the CITY. its officers. elected or appointed ollicials_ employees. agents. and voluntccrs. CON TRACTOR will conduct all dCICnSC at its sole cost and expense and CITY shall approve selection of CONTRACfOR's counsel. This indemnity shall apply to all claims and liability regardless of whether any insurance policies are applicable. The policy limits do not act as a limitation upon the amount of indemnification to he provided by CONTRACTOR. 24. WORKERS COMPENSATION AND E\4PL,OYI=R'S LIABILITY INSURANCI Pursuant to Calllot'n111 Labor Code Section 1,961. CONTRACTOR acknotyledgcs awareness of Section 3700 er seq. of this Cade. which requires every employer to be insured against liability for workers compensation; C'ONTRAC I OR covenants that it will comply \yith such provisions prior to commencing performance of the work hereunder. CONTRACTOR shall obtain and furnish to City workers' compensation and employer's liability insurance in an amount ol'not less than the State stattnory limits. CONTRACTOR shall require all Subcontractors to provide such workers compensation and employer's liabilitv insurance for all of the subcontractors' employees. CONTRACTOR shall furnish to CITY a certificate of waiver ol'subrouation under the terms of the workers compensation and employer's liability insurance and CONTRACTOR shall similarIx require all subcontractors to waive subrogation. 16 16-5 19>/Ci+\ Funded Construction Contract.doex —rcy scd 04I3016 25. INSURANCL.' In addition to the workers- compensation and cmplover's liability insurance and CON"I RACTOR's covenant to defend. hold harmless and indemnify CITY. CON"I RACfOR shall obtain and furnish to Cl I Y. a policy ot'gencral public liahilit\ insurance. including, motor vehicle coverzk2c covering the PROJECT. This policy shall indemnif\ CONTRACTOR. its ol'licers. employees and agents while acting within the scope of their lakes, against Lilly and all claims arising out or in connection with the PRO.II CT. and shall provide coverage in not less than the following amount: combined single limit bodily injury and property damage. including products/completed operations Iiahility and hlankct contractual liability. of One 'Million Dollars (S1.000.000) per occurrence. If covcraL,'e is provided under a Ibrm which includes a designated -eneral a-grcgatc limit. the aggregate limit nnut he no Icss than One \Million Dollars ($1.000.000) liar this PRO.lFC'T. This podicv shall name CITY, its officers. elected or appointed officials. employees. agents. and volunteers (the "Additionally Insured Parties") as Additional Insureds. and shall specifically provide that any other insurance coverage which may be applicable to the PRO.16CT shall be deemed excess coverage and that CONTRACTOR's insuramce shall he primary and non-conuibutory with any other valid and collectible insurance or sell-insurance available to the Additionally Insured Parties. tAnv available insurance proceeds in excess of the minimum coverage amount specified herein shall be available to the Additionally 111SUrel Parties. All coverage available to CONTRACTOR shall also be available to the AdditiollalhV Insurcd Parties. Under mo circumstances shall said above-mentioned insurance contain a self-insured retention without the express written consent of CITY_ however an insurance policy 'deductible" of hive Thousand Dollars (S5.000.00) is permitted. CONTRACTOR shall be responsible lix' causing all Subcontractors to maintain the same types and limits of insurance coverage as that required of CONTRACTOR by this Agreement. 17 1G-i 195/City I'nnded Consuucuon Conuact.docx —revised 04/2016 26. CI:iR"IIFICAI ES OF INSURANO' ADDIIIONAI. INSURED ENDORSEMENTS Prior to commencing pertornumce of the work hereunder. CONTRACTOR shall furnish to CITY certificates of insurance SUNCct to approval of the City Attorney evidencing the Joregoing insurance coverages as I-Cyuired by this Agreement: the certificates shall: I . Provide the name and policy nwnhcr of each carrier and police: 2. State that the policy is currently in force: and i. Pnmtise to proyidC that such policies will not he canceled or modified Athout thirty ('_0) days" prior written notice of CITY. CONTRACTOR shall maintain the forcgoine insurance coverages in force until the work under this Agreement is fully completed and accepted by CI"I Y. The requirement for carrying_ the Aregoing insur:uue coverages shall not derogate Rom the CONfRAC' I OR's defense. hold harmless and indemnification obligations as -set forth under this Agreement. CITY or its representative shall at all times have the right to demand the original or a copy of all the policies or insurance. CMARACTOR shall pay, in a prompt and timely manner. the premiums on all insurance hcreinaboye I-Cquired. CONIRACTOR shall provide a separate copy or the aciclitimmi insured endorsement to each of C'ONIRACfOR's insurance policies. naming CITY- its officers. elected and appointed officials. employees. agents and volunteers as Additional Insureds. to the City Attorney for approval prior to any payment hereunder. 27. NOTICE OF "I"BIRD PARTY C'EAINI Pursuant to public Contracts Code §9202. CVIN shall provide notice to CONTIMM OR of receipt of any claim filed with CITY or a court ol compctcntjurisdiction which arises out ofperrormance of this agreement within ten ( 10) clays of receipt orsuch claim or claims. is 16-5 19510y Funded Construction Contract.docx —rcvised 04l2016 28. DI FAUI.T AND TER\91NAT[ON IrCONTRACTOR fails m refuses to prosccute the work hereunder with dingence. or rails to complete the work \yithin the tittle spMtied. or is adjuclgCd bankrupt or makes an assignment for the benclit or creditors or becomes insolvent. or Violates any provision or this Agreement or the Contract Documents. CITY may give CON TRACTOR notice in writing or its intention ut terminate this Agrccment. Unless the violation is cured within ten ( 10)days aricr such Notice or Intention has been served on CONTRACTOR. CITY may. mthout prejudice to any other remedy it may have. terminate this Agreement upon the expiration of that time. Upon such ClObUlt by CONTRACTOR. CITY may elect not to terminate this A,-,rccment: in such event CI-I Y may make good the deliciency in which the detault consists and deduct the resulting costs thnn the progress payments then or to beconre due to CONTRACTOR. If it is subsequently determined by a court or competent jurisdiction theft CI1 Y 's termination of this Agreement under this Section was "yrongful. such termination shall be converted to a termination for convenience under Section 29 and any damages shall he assessed as set rorth in Section 29. 29. 1 ['XMINATION FOR CONVI NIENCE CITY may terminate this Agreement for convenience at any time with or without cause and whether or not PROJECT is fully complete upon seven (7) calendar days written notice to CONTRACTOR. In the event of ta-nhination. under this Section CITY shall pay CONTRACTOR for value of work in place on the PROJECT through the termination period Icss Al such payments already made. In case or such terninmion For convenience. the CONTRACTOR shall he entitled to receive payment Ior work CxecutCd, and casts incurred by reason of' such termination. In no event shall CONTRACTOR be entitled to recover overhead, profit or CONTRACTOR'S rec on \york not pci-rormcd. Such p,rymcnt by CI"I'1' shall he C'ON1 I<ACIY)R's 19 Ib-i 19i/City funded Construction Conrract.docx -reviser) 04Q01 G sole and exclusive rcmcciv for termination by CITY fur its convenience and CITY shall have no further obligation to CONTRACTOR. 30. DISPOSITION OF PI - I�:STI\-IATI S AND O"II IER DOCUNIFNITS CONTRACTOR aurces that upon completion of the work to be performed llcrettnder- or upon expiration or earlier termination of this Agreement. all original plans. specifications. drawings. reports. calculations. maps and other documents pertaining to this \grccntcnt shall be delivered to CITY and become its sole property at no further cost. 31. NONASSIGNAf3ILF1 Y CONTRACTOR shall not sell_ assign. transfer. convey or encumber this Agreement. orally part hercoC or any right or duty created herein- without the prior m—ittcn consent of CI I Y and the surety. 32. CITY ENIPLOYI--ES AND OFFICIALS CONTRACTOR shall employ no CITY official nor any regular CITY employee in the work performed pursuant to this Agreement. No officer or employee of CITY shall ha%c any financial interest in this Agreement in violation of the California Cioycrnntcnt Code. 33. STOP NOTICES: RECOVERY OP ADiMINISTRAT IVE COST S CITY shall be entitled to all reasonable administrative costs and necessary disburscmcnu arising out of the processing of Stop Notices- Notices to %Vithhold. or any similar Legal document. This obligation shall be provided for in the labor and materials payment bond required of CONTRACTOR. CITY may charge an administrative Ice of One Hundred Dollars (S 100) for every Stop Notice filed in excess of two (2). regardless oiwhcthcr or not CITY is named n an action to cntitrcc such stop notices. Cl fY may set ofTally unreimburscd cost or CxpensC so incunrd against any sum or sums owed by CITY to CONTRACTOR wider this Agreement. 20 1G- 19i/Cif% Funded Construction Contract.doc.\ —revised 04/2016 i 4. NOJ ICLS Any notices. certificates. or other communications hereLlndC'r .hall be givCn either by personal delivery to CONTRACTOR's agent Ws designmed in Section I hercinabovc) or to CITY as the situation shall warrant. or by cnclosing dw same in a scaled envelope. postage prepaid. and depositing the same in the United States Postal Service. to the addresses specified below: provided that CITY and CONTRACTOR may designate different addresscs to which subsequent notices. certificates or other communications will be sent by notifying the other party via personal delivery. reputable overnight carrier or U. S. ccrtif ied mAkrcturn receipt requested: TO CITY: TO CONTRACTOR: City of I luntineton Reach Sancon Technologlies, Inc. ATTN:Keegan Olds . Public \Yorks AT-1 N: Mark Weber I, 'roject 1�9ana�er 2000 Main Sweet 5S41 Engineer Urive I luntimsum Reach. CA 92648 lluntinaton Beach, CA 92049 35. SECTION I-IGADINGS The titles, captions, section. paragraph and suhjcet headings. and dcscriptivC phrases at the beginning of the various sections in this Agreement are merely descriptive and are included solely for convenience of reference only and are nut representative of nmters included or escludcd from such provisions. and do not interpret, clef inc, limit or describe. or construe the intent of the parties or affect the construction or interpretation of any provision of this Agreement. 21 16-5 195/0te Funded Consauciion Coniracrdoc.v—revised 04/2016 36. 1MMIGRATION CONTRACTOR shall he responsible for full compliance with the immigration and naturalization laws of' the United States and shall. in particular. comply, with the provisions of' United States Code Section 1324a regurding employment verification. 37. LEGAL SERVICES SUBCONTRAcTiNG PROHIBITED CONTRACTOR and CITY agree that CITY is not liable for payment of any subcontractor work involving legal services. and that such legal services are expressly outside the scope or services contemplated hereunder. CON-IRACIOR understands that pusuant to Huntington Beach City Charter Section 301 the City Attorney is the exclusive legal counsel for CITY: and CITY shall not he liable for payment of any legal services expenses incurred by CONTRACTOR. 33. ATTORNGY'S PG1=S In the event suit is brought by either party to construe. interpret and/or enforce the terms and/or provisions or this Agreement or to secure the performance hereof each party shall hear its own attorneys fees. such that the prevailing party shall not he entitled to recover its attorney's Ices from the non-prevailing tarty. 39. INTERPRETATION TA-TION OI' T[IIS AGRI-F!!MENT The language or all parts or this Agreement shall in all cases he consumed as a vyhole. according to its rail meaning. and not strictly Or or against any or the parties. Ir any provision of this Agreement is held by, an arbitrator or court or competent jurisdiction to he unenforceable. void. illegal or invalid. such holding shall not invalidate or arrect the remaining covenants and provisions orthis Agreement. No covenant or provision shall he deemed dependent upon any other unless so expressly provided here As used in this Agreement. the masculine or neuter gwxler and singular or plural number shall be deemed w include the other whenever the IG-i 19510y Funded Construction Conu'act.docx —revised 0412016 context so indicates or requires. Nothing comahwd herein shall be constnwd so as to require the connnission of ary act contrary to law. and wherever there is any conflict howecn any provision contained herein and any present or ftnure statute. law. ordinance or Peculation contrary to which the ponies have no right to contract. then the latter shall preuil. and the provision of this Agreement which is hereby affected shall he curtailed and limited only to the extent necessary to brine it within the rcquircment of the laXV. 40. CiOVERNINCi LAW This Agreement shall be .overncd and construed in accordance mth the laws or the State of California. 41 . DUPLICATE ORIGINAL The original of this Agreement and one or more copies hereto have been prepared and signed in counterparts as duplicate originaln each or"mich so executed shall. irrespective of the date of its execution and delivery, he deemed an original. Each duphune original shall be deemed an original instrument as against any part- who has signed A. 42. CONSL:N'I Where CITY's consent/approval is required under this Agreement. its consent/approval for one transaction or event shall not he deemed to be consent/approval to any subsequent occurrence or the scone or any other transaction or event. 43. SURVIVAL, Terms and conditions of this Agreement. which by their sense and context surviVC the expiration or termination of this Agreement shall So survive. 44. NIODIFIC'AIION No waiver or modification ofany language in this Agreement shall he valid unless in writing and duly exCCutcd by both parties. 2; 16-5 195/City Funded Construction Contract.ducs —revised 04/2016 45. SIGNA'I'ORII S Pugh undersigned represents and warrants that its signature hcreinbeloa has the power. authority and right to bind their respective parties to each of the terms of-this Agreement. and shall indemnify CITY fulh litr any it juries or damaLes to CITY in the event that such authority or power is not. in fact. held by the signatory or is a ithdrawn. 46. LNIIRI fY The parties acknowledge and agree that then are entering into this Agreement frccly and voluntariFc liollowin extensive arm's length negotiation. and thin each has had the opportunity to consult kith legal counsel prior to executing this Agreement. The parties also acknowledge and agree that no representations, inducements. promise, agreenterns or warrtmties. oral or othendsc. have been made by that party or anyone acting oil that part�'s behalf: tyhich arc not embodied in this Agreement. and that that party has not executed this Agreemem in reliance on any representation. inducement. promise. agreement. warranty. fact or circuntstamcc not expressly set tirrth in this Agreement. This Aurcrment. and the attached Exhibit "A", contain the entire agreement between the parties respecting the subject matter ol'this AUNCmcnt_ and supersede all prior understandings and agreements whether oral or in writing hcmeen the parties respecting the suhject matter hercol. ?4 16-5195/City Funded Construcriun CUnrrileLdOCS—revised 04/2016 IN WITNESS W1ILREOF. the parties hereto have caused this Agreement to be executed by and through their authorized officers on April 19 . 2021 CONTRACTO CITY OF HU INGTON BEACH.a municipal corpo do a State lifomia By: Charles Parsons(print name) ITS: Chairman Oresident Vice-President City Clerk SA*,v aS (circle one) IN111 'D AN PR AND By: Di ublic Itorks Gary Drew (print name) RE 1 ED q APPROVED: IT '. Secretary Chief Financial Officer / Asst. Secretan reasurer /circle one/ City Manager APPROVED A TO FORM: R tty Attomey 25 16-5195'City Funded Construction Contract.docx -revised 04 2016 Cjr IIL?iT ;q ' SECTION C PROPOSAL for the construction of FY 2020/21 SEWER LINING PROJECT CC No. 1619 in the CITY OF HUNTINGTON BEACH TO THE HONORABLE MAYOR AND MEMBERS OF THE COUNCIL OF HUNTINGTON BEACH: In compliance with the Notice Inviting Sealed Bids, the undersigned hereby proposes and agrees to perform all the work therein described,and to furnish all labor, material,equipment and incident insurance necessary therefor, in accordance with the plans and specifications on file in the office of the City Engineer of the City of Huntington Beach. The undersigned agrees to perform the work therein to the satisfaction of and under the supervision of the City Engineer of the City of Huntington Beach, and to enter into a contract at the following prices. The undersigned agrees to complete the work within 60 working days, starting from the date of the Notice to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, Instructions to Bidders and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid opening date. If at such time the contract is not awarded, the AGENCY will reject all bids and will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. C-1 If awarded the Contract, the undersigned agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates within 10 working days after the date of the AGENCY'S notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the AGENCY and this bid and the acceptance hereof may, at the AGENCY'S option, be considered null and void. Accompanying this proposal of bid, find & ti J �O✓D in the amount of 1 d� a0' ich said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice Inviting Sealed Bids, payable to the AGENCY. (Please insert the words "Cash", "Certified Check", or "Bidder's Bond fore % ", as the case may be) Any standard Surety Bid Bond form is acceptable. Bidder shall signify receipt of all Addenda here, if any: PIA Addenda No. Dale Received Bidder's Signature ( 2 SECTION C PROJECT BID SCHEDULE A FY 20/21 SEWER LINING PROJECT CC 1619 BID ITEMS Item Description Quantity Unit Unit Cost Total Cost No. I (Extension) 1 Mobilization and Demobilization 1 Ls $ 4i0/•V0 $ -4(w-00 2 NOT USED 3 Construction Traffic Control 1 LS $ !r'cX4 00 $ S,oc,V• 00 4 Cleaning and closed Circuit Television Inspection of 84nch + 0 sewer main per specifications section 500 3.3 and 500J.4 20,610 LF $ 00 $ i 5 Cleaning and Closed Circuit Television Inspection of 124noh sewer main per specifications section 500-3.3 and 500-3.4 1,370 LF $ $ 1,S�0.00 Install Liner within 8-inch Sewer Main and Post Video 8 Inspection of 8-inch sewer main. 20,610 LF $ Og $ y11, � 7 Install Liner within 12-inch sewer main and Post Video 60 Inspection of 12"sewer main 1,370 LF $ SO'dg $ y1 i �• 8 Grind and Re-open Sewer Service Lateral 560 EA $ $ 1-t OX-00 9 Manhole Rehabilitation (Depth 8-feet') 114 EA $ll ;X-49 $ LIt,OQ0,00 10 Install Manhole Liner on Manholes Previously Adjusted to Grade(2-4-inch Lining) 18 EA $ 15V-VO $ Z, ?W.CO Calcium or Root Removal in 8-inch Sewer Main, Heavy 11 Cleaning. Restoration of the Pipeline to 95% of Original Diameter. 11,000 LF $ I(0 $ jj, OV.00 Calcium or root removal in 12-inch sewer main, Heavy 12 Cleaning, restoration of the pipeline to 95% of original diameter. 250 LF $ /• OO ppp$ 2Q7• 00 TOTAL BID AMOUNT (BASIS OF AWARD) - SCHEDULE A $ TOTAL BID AMOUNT IN WORDS: S�ycN HVED"t) 6AI iwi>twD Tf . NfNF kAV-fD ��,urr-E�Nf atr s Al,-t f ory C6Np. Note: All extensions of unit prices will be subject to verification by Owner. In case verification is required between the unit price and the extension, the unit price will govem. The Owner reserves the right to reject any or all proposals and bid items. C-2.1 LIST OF SUBCONTRACTORS In accordance with Government Code Section 4104, the Bidder shall set forth the name and business address of each subcontractor who will perform work or render service to the bidder on said contract in an amount in excess of one-half of one percent of the total bid or $10,000, whichever is greater, and the portion of the work to be done by such subcontractor. Rid Name and Address of State Class D1R P%%*C Dollar % of Item(s) Subcontractor License Registration Amount Contract Number By submission of this proposal, the Bidder certifies: 1. That he is able to and will perform the balance of all work which is not covered in the above subcontractors listing. 2. That the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subcontractor for this project. C-3 NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID I declare under penalty of perjury under the laws of the State of California that the forego�ingg is true and correct and that this declaration is executed on 41701, at /�A4/TH�W ARM , CIF 1� Date City Stare �'IAw`r t•�l �✓ being first duly sworn, deposes and says that he or she is Uit.6 W-0txr-f- of T NNsw-teL Ax. the party making the foregoing bid that the bid is not made in the interest of,or on the behalf of,any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham;that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price, or that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not,directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay fee to any corporation, partnership,company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. irwcoN I su�NocoGl c�3 /Mc. Name of Bidder Signature o tdder Qil Ewcxuf-e , tw— H�.m✓�m�K..K�d, �gZdy9 Address of Bidder G4 UTILITY AGREEMENT HONORABLE MAYOR AND CITY COUNCIL CITY OF HUNTINGTON BEACH,CALIFORNIA Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the FY 2020/21 SEWER LINING PROJECT, (I)(we)(it) will employ and utilize only qualified persons, as hereinafter defined, to work in proximity to any electrical secondary or transmission facilities. The term "Qualified Person" is defined in Title 8, California Administrative Code, Section 2700, as follows: "Qualified Person: A person who, by reason of experience or instruction, is familiar with the operation to be performed and the ha_>ards involved." The undersigned also promised and agrees that all such work shall be performed in accordance with all applicable electrical utility company's requirements, Public Utility Commission orders, and State of California Cal-OSHA requirements. The undersigned further promises and agrees that the provisions herein shall be and are binding upon any subcontractor or subcontractors that may be retained or employed by the undersigned, and that the undersigned shall take steps as are necessary to assure compliance by any said subcontractor or subcontractors with the requirements contained herein. St�,.,ct�/ TEuirJo�+�tS lMc. Contractor By 111�� Prz��ot-ter Title Date: 70 2 i C-S DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 10162, the Bidder shall complete, under penalty of perjury, the following questionnaire. QUESTIONNAIRE Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or completing a Federal, State or local government project because of a violation of law or a safety regulation? 0 Yes U No If the answer is yes, explain the circumstances in the space provided. tJ11A Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. C-6 COMPENSATION INSURANCE CERTIFICATE Pursuant to Section 1861 of the State Labor Code.each contractor to whom a public works contract has been awarded shall sign the following certificate. 1 am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers compensation or to undertake self- insurance in accordance with the provisions of that code. and I will comply with such provisions before commencing the performance of the work of this contract. 2.AtA0ov Tc,qNU(6/f3 Contractor By 1 I(E fl4o t nT "title Date: C-7 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: 1 fivc(wv T�►joWU!es. lwc . Bidder Name QN1 Eu[-H✓EtT L 17 wA vF Business Address Nvu?t N(n7A ' 6 fA W City, State Zip ( .+Iq ) 89l -2323 sorb 9wua✓.k;� Telephone Number Email Address k"�q05S A,r-L G10, G�1 State Contractor's License No. and Class Original Date Issued &/3 v/202,5 Expiration Date The work site and video CCTV footage of existing sewer lines were inspected by of our office on Meal/ " 2021 . The following are persons, firms, and corporations having a principal interest in this proposal: G#lrk �AIt SdwS r P±!I-lo wr rlAky T wty Via- &rx0 al, The undersigned is prepared to satisfy the Council of the City of Huntington Beach of its ability, financially or otherwise, to perform the contract for the proposed work and improvements in accordance with the plans and specifications set forth. Company Name Signature op Kidder Printed or Typed Signature C-8 NOTARY CERTIFICATE Subscribed and sworn to before me this 2,(s day of t4&,1A 2021 . A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document, to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of GtUk�la ) County of On Nhia/ �Z6, 'Z02-1 before me, LC4V-'& " ?A-UmJs r e, ato" Month, Day, and Year InAert Name and Title of Notary personally appeared Dyck/ Name(s) of S' er(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies),and that by his/her/their signature(s)on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. 1 certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. CNANLES 6 PA"M fbbry Pubhc CaLfwny WITNESS my hand and official seal. Or+ y'Cwnty I C"MISUM l 2104003 - ay Comm.Expires Oct 3.2022 Signature aa Signature of Notary Public (PLACE NOTARY SEAL ABOVE) C-9 Bidder's Project History For the purposes of this project, the bidder shall provide project history of similar work, specifically referencing the construction of sanitary sewer lining installation of at least 1,000 linear feet of 8-inch or greater in public right-of-way, calcium cleaning and root removal from sanitary sewer systems, and manhole lining and rehabilitation within public right-of- way. Bidders are encouraged to submit supplemental relevant project history in addition to the projects listed herein. Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past five years: I. Crrf of rj.?" 24WNeu fiwevf /4�wn./a7s� �i.�A, GF92G�/� Name and Address of Public Agency �{ Name and Telephone No. of Project Manager: ow/ t4"'KyN (WO 0 5--, 9 I S C //V f dY 4w 10/202e Contract Amount Type of Work Date Completed Provide additional proCOYject deser�t't' A � tion to show similar work: 2. Crr/ .f, Ci/*ssl 52?5 O..m,,,0.4y.r, CO* '063c Name and Address of Public Agency n 1 Name and Telephone No. of Project Manager: rdu r[Mrv 11 S, yW cife f Nil soar o t /-k) -I Contract Amount Type of Work Date Completed Provide addition I project description to show similar work: 90- 12' 3. ��11Y ur aw Sr *v (.AlCrk. o Z4gW I AW knIROym Srrn CdNvx rs•a 449�s� Name and Address of Public Agency Name and Telephone No. of Project Manager: /qrkF 14A,4ys l/ q tj) o C) cov, -�-qo Gt( f try ltrpttu oglqx)i 9 Contract Amount Type of Work Date Completed Provide additi pal project description to show similar work: (r' C-ef rtcyr f -MAI tL , MAvgpW r2n4jt7 C-t o Bidder's Critical Staff Listed below are the names of the bidders proposed Construction Project Manager, and Superintendent. For each of these critical positions, please list at least three projects for which the critical staff has performed similar work within the last five years. These projects do not have to be under the employment of the bidder of this project. Bidders are encouraged submit supplemental relevant project history in addition to the projects listed herein. 1. M"'('( +L)6-?7 ►`-- Name of proposed Project Manager \\ / I Telephone No. of proposed Project Manager: C�NI qr�- 14 N/ core wNwrwrnlw ( r*o I 9s1101/s cc1S97 Py t* ca M/W re - AA g.Is"CW-r sun' 16/,zO?.(2 Project Name& Contract Amount Type of Work 10 Date Completed C,rr of Cyyc`!rl 4 I15,4r) Poorrci 2 5- , — I, SRO ' OI/zo7�� Project Name &Contract Amount Type of Work '2' Date Completed Grr a= Sri 3+tw C'Plr&*N J'019-Nd Project Name & Contract Amount Type of Work k'lfg '50 Date Completed z. SI<AJ Nt rraliviu— Name of proposed Superintendent Telephone No. of proposed Superintendent: ��y) 3/6 -old 118Ytk'nc ct i S" f Y rl10 WuA%4 twnt, 8"-/5V Cq - ti Zsuo' iel/aow Project Name & Contract Amount Type of Work ~ Date Completed p rI W Ci 63 fj li S,N60 01110-2-( Project Name & Contract Amount Type of Work /' 'r'" Date Completed f err .f�•rti S �r,, (,gngr,pw f gp,7v0 GI/ rF'tt)I A-I"L S.wrk d°wfr! b' rr Gyp - �O,uD' vp/z01�1 Project Name & Contract Amount Type of Work40 Date Completed C-I t CONTRACTOR REGISTRATION WITH CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS (DIR) CERTIFICATE Pursuant to SB 854 (citing Labor Code Section 1771.1(a)), passed by the California State Senate on June 20,2014,established a new public works Contractor Registration Program,which requires all contractors and subcontractors bidding and performing work on Public Works Projects to register on an annual basis (each July 1 through June 30 state fiscal year) with the California Department of Industrial Relations(DIR).Currently the annual non-refundable registration fee for Contractors is $300. Each contractor to whom a public works contract has been awarded shall sign the following certificate. DIR FACT SHEET on SB 854 http://www.dir.ca.gov/DLSE/Public Works/SB854FactSheet_6.30.14.pdf DIR's Contractor Registration Link—Call (844) 522-6734 https://efiling.dir.ca.gov/P WCR/ActionServiet?action=displayP WCRcgistrationForm DIR's Contractor Registration searchable database: https://eftling.dir.ca.gov/PWCR/Search.action I am aware and will comply with the provisions of Labor Code Section 177 L I(a) which states: "A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5. It is not a violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded." I furthermore will comply by providing proof of registration with DIR as the primary contractor, as well as for ALL subcontractors at the time of submitting the bid. , /AycoN I tzHNtlLp(n/tS� I� . Contractor By/,- Email vim �ars/Dtr+✓r Date: ZV yl Title PWC Registration #: 10000A� C-12 PAGE 1 OF 2 CIPP Corporation Pipe Wall Thickness Design ASTM FI216-09-FULLY DETERIORATED GRAVITY PIPE CONDITIONS WITH PARTIALLY DETERIORATED CHECK C00yn9m 0oso«3 a001 KC m H.ana 1teNaM UpOMW 2-24-2016 w PROJECT: Huntington Beach FY 2020121 Sewer Lining D. lase,I,%4 a 019lnM Pp(nl• '0 nets H. H.gh,a sOI sl O s too a Pos 100 IaM W. S.I 0.^w7 1 Ida' K• IlagMa«M«amv.n9aOl0a MM a• P«o«n o.am a apw Pw a ox x E1• Lary term aloe„kY of ftocdy 1w CIPP F 125 000 pr 50%a aharl Urrn ntouA.n a, Long T• F. *Sa«1pm S00 p. E's. moOAls a"-n act a •.000 PM I"Pis Ia tyl maabq canOlOw n this YCY I % N. S.W,FWa $C2 65% $C] 90x R. Wow 6wpanry Factor 10 6) 1-0 331H.Mt 0 769 De.O LOW(W.)•W H R.)14 Llea L/aft m Ill 00 D.W Loan JW.l- 841 Pat !. 1250 GrPunay.ner Loan lW.I•H.162 u,41 2 656 M78 ,3u GroonawMsr Lo.0IW.)- 303 pM 3 417 2361 R26 a 270 16 a0 112) ,)a 16 ) ,0 6 139 166] 6)8 Ova LOW(WI)Enter From TMxe ) 122 12,5 1. W Live LOW iHWY+2 FIR+3 AIRPT=a1 2 - a 069 1111 693 LIW LOW IW.I• 0.00 Pal 10 0 764 600 12 0 556 a) p•TOW E.t..l P, ..ur.On Pipe. 14 0 417 308 Iw.•W.•w,I. •4 pl 16 0 347 229 16 0 2 711 191 20 0 0 191 t t a 24 0 174 26 0 139 0 28 0 104 0 30 0 0 0 0 0 0 0 1 0 Tn¢kn.0 Rpurtea fix 6..ckLn9 Pr...ura I"TY F121606 EO%1.31 a• O N432R.0'E.CIE,D'T•: 94 M EQ[1.3 I. Y«r.rtt a hen,*al CIPP.t'112 f. CG.ffnv«e a ill fix,P,,rl .141 q4X V1 0SSHN• 0 324 C. OvMet ra wrii •In$1pp)e 1.y100)'1 D e3s PROFESS 0 . I. Fill.aa aaa6Aay. �./rDl 10721 kDy(GN)'I I R.a 91 E-,4E,4C)t� YlmmuT Wall Thick...III• 0 14 rMM\ or ]5 R«orPal.ne.e w.0 Tm.kr»..Itl• o:. t«n.. « S o mm 73�/ Is CtMck Prtpaaa0 TN.IrMa.1«Wnmum Tleckmaa Rpwrem.nt (ASTM 1216 09 EO■1 al E= Imkal mWu4s of sYMolly 42x wq ten,,F l7lF. CM L P��P DR= Dlmansan RMa•Dn 0f CALIF O &12MRI'+ 093 aft 0 536 o.av n peeler lnan 0 05] E0 at.a PACE 2 OF 2 PwomF Dwwl PIM CutldMSn C11.ek (ASTM 1216-0 ED Kt 1) P. Gwmwwwl - (2KELCAbr2KDR-1)3N ED XI DR• 12(K%E,NCY((P.KNXlW))r'a.1 0, Lwp Twm FMuaal SewVlh • A 500 P. P. 62 4(ti.•012WM 332 Ps, K• SIX,an0 enM+q 140,ematicematA la('2w 700 .. la u s Rwn 03 OR. 6] Mommum Wall Thickness 0 11 mcM. - 3 2 mm Minimum Pipe Wall Th¢br..for O•.11ry IASTM 1216-0 ED Kl 21 S 10Cx1•m100NDR:'-05(1.y100kOR1{.ly(P.AN)=0 m%1.2 SMAW d"0u 40 P EOuahm IPt OR DR--0 SORTIe2�W& (I 5N1w)(I.WIM • 00> 0511.yt00) 05100 ,-,W(P.XN) 4"3 M..Imum DR IovNrlyl• 1A01 Mln Wall Tleckne..l0r.hry1• 006 mchss or 1.6 mm Mln, Om Wall TheYnss. 10• 0.14 IntJJw 3.6 mm Recommended Wall Thlckneek pl a 0.24 kM:IMs fA RMR PAGE 1 OF 2 CIPP Corporation Pipe Wall Thickness Design ASTM F1216-09 FULLY DETERIORATED GRAVITY PIPE CONDITIONS WITH PARTIALLY DETERIORATED CHECK Co ,Dddar 3 2001 KC..[ r..1.n. Mnnrav Up w22.4016M PROJECT: Huntington Beach FY 2020121 Sewer Lining 0• 141 emd.D�a 019n Ppa 1n)• + rrMaa H= won d.1 aho.a 1PP d Irw 15 01 oast W• Si Derlsd/ i20 H.• H""d~li Md Poo 100 am a= Paranl o.a"v d Of"Pp 20%% E�- Lap Mrm m0ada Of w1ma7 b CWP t 25 000 w 50%Of Yvt wm moan.. 0, Lap Tann F1a.va1 S6'.rgm • a 5M W Elm rtcMu.d W1 raaELPrI 1 t pa 1000 PH ha t41 meahnp m ncn.,n v..MOM I S.1 ciass, % N= Sally Fa let 0 SC1 D"^� M% SC2 SC3 90% IL WilliBPUYar.-Y F•Fbr f08]sin 1 SU �% 1-0 331H/HI 0 790 Dead Load(Wd•IN K 11.21M live Laaw all, PM(PE9 D.w Low IW„)• a.7E Pal d Groundwater Low 1W.)•Hm(62.at NI 2 5% 263E 1314 Grdundw.br Lo.d IW.)• 133 Pal. 3 a 17 2361 1228 a 278 1840 1127 5 174 , 7 1009 1563 079 Uw Load(Wd Ena..From TaOM 7 122 1 12 15 7 85 W, L.Lid (HWY•2 RR=3 MRPT=a 2 8 O60 1111 693 U.Laad(W.)• 0.w paw10 0 764 6M 12 0 476 0 m.Tai Eal. al Pc.aarMa on Pya• is 0 a 17 306 (W.•W.•W.)• taw pill16 0 347 229 78 91 20 0 153 22 0 1 11a 24 174 26 0 139 0 26 0 1 06 0 30 0 0 15 0 1 0 1 0 .o 1 0 a T1.ckr.ass 9.Rwrw 1a Buckl,r P'...ur. (AST11 F121649 ED III G• (,MN32R•6E'.CIE./D'T'.. taw Pu Eda1.3 )• Maud d ani d CIPP-e112 Ca c+m of wuc unpan =16,.pNaY-085M)I• 0 3% C= O.ahh 10JAIM f1i •Ill 61,00100•6/100)°(' 0836 t. Flip rdtldnaaa. OQPOFE 0.N (0121.DX(0A)'11R.MaNE.HE HCQ ?� SDI Qlc c IIY1Y.s.n was Thick..In• 0 25 me Ms w 6 a mm I � r•'+ R.camwM.d Wail Thickn...(t)- 013 inch. a 6 5 n.t1 t• .l 1 COack Propwad TNckrwa 1w Wrvm.n TMckms.Rpuin.nMn1 IASTY 121649 EG.t 41 E= Inl.i mw d a4N.ty(2X'o^9•.e•-f .r:,000 �17J CIVIL DR= Dwwncn Raw=Dn u9 f OF CAL1F0 EI121DR)'. D93 ncb 0.M2 (May o(lwm 8,an 0093) EQ.)lt.a PAGE 2OF2 ParsaE1 Da,aatsaaad Plan,Dandwen Ctwil, IASTU 1214p ED X1.1) P.• O,olsVarar take• 12KELC4(1-.3XDR-1 aN M Xl.{ DR• MKXE,XCW(P.XNXl-"nfs•1 or Long Term FWI Slrarl3M • a 500 pa, P. 624N.•1112044 an pY K• Sall ana ensliM poo Wurr/nNnl lance 700 r• posia Is Ratio 03 DR. %2 Wamum Wall Tn¢krwas 0.21 Mcbms a 5.4 mail Minimum Pipit Wall Tkickruaa Ice Oval (ASM 1214,111111150 X1.21 'SN100X 1•o"OOMDR f-0 k'•Nt00XlM1 Mq WP.XNI.O EQ.X1.2 Sakleon of aM 0,rd,a1K Elsomaott b DR DR.-0tSORT(M'2.4cyL (15M100M1•y1001 00305 n 0SO-&100) 05100 a-h P.XN) 4720 Yanmum pfi l.ral�ryl• .16 Min Wall Thick..Iora0ryl• 010 .thus 24 mm All Wall T6mkrnw In• 0 25 mc6itt {A mm Recommended Wall Thickness It)= 0.33 Incites 6.3 mm SANCON TECHNOLIGES, INC. GENERAL ENGINEERING CONTRACTOR Tel (714)902-0115 STATE CONTRACTORS LICENSE#774055. CLASS A Fax (714)902-0121 Sancon CIPP Cured-in-Place-Pipe (CIPP) This is to certify that Sancon Technologies is a certified installer of the Sancon CIPP Cured-in-Place Pipe Lining System / Process. Sancon CIPP is a resin impregnated composite felt tube, which can be cured in place by hot water, steam or ambient conditions after water inversion (ASTM F-1216) or Pull- in installation (ASTM F-1743) inside of an existing host pipe (sewer, storm drain, etc.). Once fully cured, it provides a jointless, seamless, continuous structural pipe within a pipe that covers holes, voids or cracks in the existing pipe while effectively preventing root intrusion, ground water infiltration & any possible ex-filtration to the surrounding soil while increasing the overall pipe flow capacity. When analyzed for a fully deteriorated host pipe condition, it effectively creates a new 50-year design life pipe within the existing host pipe with structural capabilities that exceed the original host pipe. Sancon CIPP Cured in Place Pipe Liner can be formulated and made using any of the below listed Greenbook approved Vinylester Resin systems to be in compliance with the physical and chemical resistance testing required by The Standard Specifications for Public Works Construction. "Greenbook" (2015 Edition) per Section 500-1.4.: Ashland O&W5 (formerly Chemtron B9220), AOC L010 PPA or Intcrnlastics C'ORVE 8190. Sancon CIPP is installed in accordance with ASTM F-1216 or ASTM F-1743 as specified by a particular project and/or as recommended by the manufacturer/installer. Sancon CIPP is a custom designed pipe liner that is available for pipes sizes 4" through 48" and is installed in custom lengths up to 2500' long. Please refer to ASTM F1216 or ASTM F1743 and SSPWC 500-1.4 for installation and design details for this product. Sancon CIPP is custom designed to specific site conditions and built to exact specifications for each job. It is assembled and QC'd locally in our Huntington Beach Facility. Once installed. CIPP requires minimal line maintenance. Maximum jetting pressure shall be no more than 1.500 PSI, and aggressive cleaning nozzles such as Lumberjacks, chain flails. Warthogs, root cutting equipment, etc. should not be used or else liner damage may occur. Physical Properties Property ASTM Method Value Flexural Strength D790 4.500 psi Flexural Modulus D790 250.000 psi Tensile Strength D638 3.000 psi Tensile Modulus D638 250.000 psi 5881 Engineer Drive Huntington Beach. CA 92649 _ INTERPLASTIC CORPORATION INTERPLASTIC 2015 Broadway Street Northeast Minneapolis. MN 55413-1714 651 481 6860 Fax 612.331 4634 CORVE8190 Series Cured-in-Place Pipe Resin This packet contains information typically required when submitting a resin designed for the CIPP process to a municipality. Included is the following information for CORVE8190 Series resin: Technical Data Sheet (TDS) • Includes product specifications • Includes typical physical properties of the resin • Includes typical physical properties of a felt impregnated composite Fourier Transform Infrared (FTIR) Spectrum on the Liquid Resin Safety Data Sheet (SDS) Corrosion Test Data • A summary of the data as it relates to ASTMS D543. D5813.. F1216. and F1743 • Raw data for 1 month and 12 month testing performed by a third party test laboratory ASTM D2990 Flexural Creep Modulus Data If additional information is required, or for any specific questions regarding this resin. please contact Jason Schiro Business Manager-Pipeline Remedfa6on Polymers 651 .757.3961 (office) 612.356.3343 (cell) ischiro(d)interplastic.com Ni specifications and properties specified above arc approximate Specifications and properties of material delivered may vary slightly From those given above Interplashc Corporabon makes no representations of fact regarding Me material except those specified above No person has any suthonty to did Interplastic Corporation to any representebon except Most,specri above Final detennmai of rife suitability of the materal fw the use contemplated is the We responsibility of the Buyer The Thermoset Resin Drvisich s technical sales representatives will assist in developing procedures to fit individual requirements CORVE819O C Alwzmo Thixotropic Vinyl Ester Resin _ Technical Data Sheet CORVE8190 is a promoted. thixotropic, corrosion resistant, epoxy vinyl ester resin for use in the manufacture of Inver pipe using cured-in-place techniques The corrosion resistance of this resin is comparable to that of CORVE8100 Data on any specific testing or corrosion recommendations will be supplied upon request FEATURES BENEFITS • Moderate Composite Exotherm • Resistant to distortion during cure cycle • Fast Cure Time • Shorter cycle times and fast hardness development • Good Fiberglass Wet-Out • High composites physical properties • Tested Under ASTM D29W for Flexural Modulus Creep • Retains structural integnty under load in severe conditions RELATED PRODUCTS GEL TIME CORVES190 2 0004.000: Thixotropic Index 2.93.9 10-20 Minutes RTCS>24 Hours CORVE8190M(Viscosity 2,000-4,000, Thar Index 2.9-3.9 Odorarlesked 10-20 Minutes RTCS>24 Hours CORVES190SM(Viscosity2,0004,000,Thixotropic Index 2.93.9 Odor-masked 18-25 Minutes RTCS>40 Hours LIQUID PROPERTIES RESULTS Viscosity, Brookfield Model RV 04 Spindle @ 20 rpm, T7°F 25°C ,cPs 2.0004 000 Thixotropic Index 2.9-3.9 Gel Time run in a 140°F(6TC)water bath, initiated with 1 0 phr of Perkadox 16 and 0 5 phr of Tngonox C Gel Time, 130'F to 150°F(54-66°C), min sec 10.00-20.00 Gel to Peak. 150°F(66"C)to Peak Exotherm Time min sec 2:00-10:00 Peak Exothenn 310400°F 154-204-C Non-Volabie Content,% 58.0-66.0 Room Temperature Catalyzed Stability, hours >24 Weight per Gallon, Ws 1 B.80-9.00 TYPICAL PROPERTIES Thickness 118 inch 3.2 min Casting 114 inch 6A min laminate Construction Not Applicable CIPP FeR Laminate Flexural Strength,ASTM D790 19,100 psi 132 MPa 11,000 psi 76 MPa Flexural Modulus,ASTM D790 4.7 x 101 psi 3,241 MPa 5.1 x 105 psi 3,500 MPa Tensile Strength,ASTM D638 11,000 psi 76 MPa 6,800 psi 47 MPa Tensile Modulus ASTM D638 4.6 x 105 psi 3172 MPa 5.3 x 105 psi 3,700 MPa Tensile Elongation,ASTM D638 4.2 % 4.2 % 2.0 % 2.0 % Barcol Hardness,934-1 gauge,ASTM D2583 36 36 WA NIA Heat Distorbon Temperature,ASTM D648 215 eF 102 •C 197 •F 92 'C Get erne and macewry wa pry"ID M type and cwwow* Wn of Free ReOicr lift elm(osslyNl slop Ien alwo.h ni ft end type a Iaers used.In ordw to mast uKh,,"needs="w senlmral was kx erlsimm M sp•ranbm "papw spepeed sbbV•f•appo•nar• Speak wixopwwsam.rw Ms mey nary ssyey INTERPLASTIC CORPORATION hom VqM W~ebpMl sxnphesp CapaMn mesh M mp«.x.m.a m npnmq M msesml Sam Mss pr/Yd wove rb psrspnrw erry aWwerrobne serpewe Caps m erp rspmersebnexotOl sass spso I esKrn FewldsMmueeima 2015 Northeast Broadway Street M wrsdxyaM metwlMx Mew mawreWe a M sae mepaaeNy a M euyw OM brleral s mpm.ress.•s wa Minneapolis, Minnesota 55413-1775 ewq M dseMpq prmduss m M eMwbW mprenw bu el e a saapsd a y"M eM shwM W rlwJwd ra wr•bry ro,,W pemplr poc sws These W d end pop•nme n beeed on r•eJb aebrad hx a epeasc Tele(ml Moe,iW 651.481.61W Fax 612.331.4235 ep•r/ad M mwsem They.•M p W aced m sp•Mer'Mwa rM ne nol warreM w p.Mrvna etbMUM a"Wo m www.interplastic.com sysmm sraoncow,,end popes a ew Very switoy bbrrl ems•n M moon I""=1K capasson msYes W wWeaee rederdnp e'rV mslerW endbr two"desmbed n M MWn M Mt mpmwmyxKn n peided M y cmpury n wnMV by a Tsarxal lMeriv a Imemp Comorebm a orr a M M her ins.g. Revised: 7I17 w�� INTERPLASTIC CORPORATION II, 1 ERPW 1 IC _ 2015 Northeast Broadway Street Minneapolis, Minnesota 55413-1775 (651)481-6860 Fax (612)331-4235 CORVE8190 Liquid Resin 0.65-d)RVE 815E 0.60 0.55 0.50 0.45 D 40 m 035 e 0 a 0.30 0.2 S 0.20 0.15 0.10 0.05 D.00 4000 3500 3000 25M 2000 1500 1000 Wavenumbers(cm•1) All specifications and properties specified above are appropriate Specifications and properties of material delivered may vary slightly from those given above Interplasixc Corporation makes no representations of fact regarding dhe material except those specified above No person has any authority to bond lnterplastic CoWrabon to any representation except those specified above Final determination of the suitability of the matenal for the use contemplated is the sole responsibility of the Buyer Interplasbc Corporation's sales representatives are available to assist in developing procedures to fit individual requirements. SAFETY DATA SHEET INTERPLASTIC Vinyl Ester Base Resin Section 1. Identification GHS product identifier Finyl Ester Base Resin Product code CORVE8190 Other means of identification Vinyl Ester Resin Product type Liquid Relevant identified uses of the substance or mixture and uses advised against Industrial applications Supplier's details INTERPLASTIC CORPORATION 1225 Willow Lake Boulevard St. Paul. MN 55110-5145 651.481,6860 Emergency telephone CHEMTREC 24-Hour Emergency Telephone number (with hours of US and Canada 800.424.9300 operation) Outside US and Canada +1 703,741.5970 Section 2. Hazards identification OSHA/HCS status This material is considered hazardous by the OSHA Hazard Communication Standard (29 CFR 1910.1200). Classification of the FLAMMABLE LIQUIDS -Category 3 substance or mixture ACUTE TOXICITY (inhalation) - Category 4 SKIN IRRITATION -Category 2 EYE IRRITATION - Category 2A SPECIFIC TARGET ORGAN TOXICITY(SINGLE EXPOSURE) (Respiratory tract irritation) -Category 3 SPECIFIC TARGET ORGAN TOXICITY(REPEATED EXPOSURE) (hearing organs) - Category 1 Percentage of the mixture consisting of ingredient(s) of unknown dermal toxicity: 40.2% Percentage of the mixture consisting of ingredient(s) of unknown inhalation toxicity 1.3% GHS label elements Hazard pictograms 1 Signal word Danger Hazard statements Flammable liquid and vapor. Harmful if inhaled. Causes serious eye irritation. Causes skin imitation. May cause respiratory irritation. Causes damage to organs through prolonged or repeated exposure. (hearing organs) Precautionary statements Dare of issueiDate or revision Date or previous Issue :9,42018 Version :1 01 1nJ PWnyl Ester Base Resit CORVE8190 Section 2. Hazards identification Prevention Wear protective gbves Wear eye or face protection. Keep away from heat hot surfaces sparks, open flames and other ignition sources. No smoking Use explosion- proof electrical, ventilating, lighting and all material-handling equipment. Use only non- sparking tools. Take precautionary measures against static discharge Keep container tightly closed Use only outdoors or in a well-ventilated area. Do not breathe vapor. Do not eat drink or smoke when using this product. Wash hands thoroughly after handling. Response Get medical attention if you feel unwell IF INHALED Remove person to fresh air and keep comfortable for breathing Call a POISON CENTER or physician if you feel unwell. IF ON SKIN (or hair) Take off immediately all contaminated clothing. Rinse skin with water or shower IF ON SKIN Wash with plenty of soap and water. Take off contaminated clothing and wash it before reuse. If skin irritation occurs Get medical attention IF IN EYES Rinse cautiously with water for several minutes. Remove contact lenses. if present and easy to do. Continue rinsing. If eye irritation persists Get medical attention. Storage Store in a well-ventilated place Keep cool. Store containers in a safe place Disposal Dispose of contents and container in accordance with all local, regional national and international regulations Do not pressurize, cut, weld braze. solder drill, grind or expose containers to heat or sources of ignition. Hazards not otherwise None known. classified Section 3. Compositionlinformation on ingredients Substance/mixture Mixture Other means of Vinyl Ester Resin identification Ingredient name % CAS number styrene <= 39.0 100.42-5 Any concentration shown as a range is to protect confidentiality or is due to batch variation. Any concentration shown as exact is based on formula There are no additional ingredients present which, within the current knowledge of the supplier and in the concentrations applicable, are classified as hazardous to health or the environment and hence require reporting in this section. Occupational exposure limits, if available, are listed in Section 8. VOC content is listed in Section 9. Environmental composition is shown in Section 15. Section 4. First aid measures Description of necessary first aid measures Eye contact Immediately flush eyes with plenty of water. occasionally Irfting the upper and lower eyelids Check for and remove any contact lenses Continue to rinse for at least 10 minutes. Get medical attention Buffered baby shampoo will aid in removal of resin. Inhalation Remove victim to fresh air and keep at rest in a position comfortable for breathing If it is suspected that fumes are still present, the rescuer should wear an appropriate mask or self-contained breathing apparatus. If not breathing, if breathing is irregular or if respiratory arrest occurs, provide artificial respiration or oxygen by trained personnel It may be dangerous to the person providing aid to give mouth-to-mouth resuscitation. Get medical attention If necessary. call a poison center or physician If unconscious. place in recovery position and get medical attention immediately. Maintain an open airway. Loosen tight clothing such as a collar tie, belt or waistband. Date or issue/Date or revision :6/l'7019 Date or previous issue :94?U1C Version :101 214 PMyi Ester Base Resin CORVES 190 Section 4. First aid measures Skin contact : Flush contaminated skin with plenty of water. Remove contaminated clothing and shoes. Continue to rinse for at least 10 minutes. Get medical attention. Wash clothing before reuse. Clean shoes thoroughly before reuse. Ingestion : Wash out mouth with water. Remove dentures if any. Remove victim to fresh air and keep at rest in a position comfortable for breathing. If material has been swallowed and the exposed person is conscious, give small quantities of water to drink. Stop if the exposed person feels sick as vomiting may be dangerous. Do not induce vomiting unless directed to do so by medical personnel. If vomiting occurs, the head should be kept low so that vomit does not enter the lungs. Get medical attention following exposure or if feeling unwell. Never give anything by mouth to an unconscious person. If unconscious, place in recovery position and get medical attention immediately. Maintain an open airway. Loosen tight clothing such as a collar, tie, bell or waistband. Most important symptomsleffects. acute and delayed Potential acute health effects Eye contact Causes serious eye irritation. Inhalation Harmful if inhaled. May cause respiratory irritation. Skin contact Causes skin irritation. Ingestion No known significant effects or critical hazards. Over-exposure signs/symotoms Eye contact Adverse symptoms may include the following. pain or irritation watering redness Inhalation Adverse symptoms may include the following. respiratory tract irritation coughing Skin contact Adverse symptoms may include the following. irritation redness Ingestion No specific data. Indication of immediate medical attention and special treatment needed, if necessary Notes to physician Treat symptomatically. Contact poison treatment specialist immediately if large quantities have been ingested or inhaled. Specific treatments No specific treatment. Protection of first-aiders No action shall be taken involving any personal risk or without suitable training. If it is suspected that fumes are still present, the rescuer should wear an appropriate mask or self-contained breathing apparatus. It may be dangerous to the person providing aid to give mouth-to-mouth resuscitation. See toxicological information (Section 11) Section 5. Fire-fighting measures Extinauishina media Suitable extinguishing Use dry chemical CO2, water spray (fog)or foam. media Unsuitable extinguishing Do not use water(et media Date of issue/Date or revision :6/32019 Date of previous issue :9/42018 Version :1 01 3114 prno Ester Base Resin CORVE819O Section 5. Fire-fighting measures Specific hazards arising Flammable liquid and vapor. Runoff to sewer may create fire or explosion hazard. In a from the chemical fire or if heated a pressure increase will occur and the container may burst with the risk of a subsequent explosion. The vapor/gas is heavier than air and will spread along the ground. Vapors may accumulate in low or confined areas or travel a considerable distance to a source of ignition and flash back Hazardous thermal Decomposition products may include the following materials decomposition products carbon dioxide carbon monoxide halogenated compounds metal oxide/oxides Special protective actions Promptly isolate the scene by removing all persons from the vicinity of the incident if for fire-fighters there is a fire. No action shall be taken involving any personal risk or without suitable training. Move containers from fire area if this can be done without risk. Use water spray to keep fire-exposed containers cool Special protective Fire-fighters should wear appropriate protective equipment and self-contained breathing equipment for fire-fighters apparatus (SCBA)with a full face-piece operated in positive pressure mode. Section 6. Accidental release measures Personal precautions. protective equipment and emergency procedures For non-emergency No action shall be taken involving any personal risk or without suitable training. personnel Evacuate surrounding areas Keep unnecessary and unprotected personnel from entering Do not touch or walk through spilled material Shut off all ignition sources No flares, smoking or flames in hazard area Avoid breathing vapor or mist Provide adequate ventilation. Wear appropriate respirator when ventilation is inadequate. Put on appropriate personal protective equipment For emergency responders If specialized clothing is required to deal with the spillage, take note of any information in Section 8 on suitable and unsuitable materials See also the information in "For non- emergency personnel'. Environmental precautions Avoid dispersal of spilled material and runoff and contact with soil waterways, drains and sewers Inform the relevant authorities if the product has caused environmental pollution (sewers. waterways soil or au). Methods and materials for containment and cleaning up Small spill Stop leak if without risk. Move containers from spill area. Use spark-proof tools and explosion-proof equipment. Dispose of via a licensed waste disposal contractor. Absorb with an inert material and transfer the spilled material and absorbent to an appropriate waste disposal container. Wear appropriate respirator when ventilation is inadequate Wear eye/face protection. Large spill Stop leak if without risk. Move containers from spill area. Use spark-proof tools and explosion-proof equipment. Approach release from upwind. Prevent entry into sewers. water courses, basements or confined areas Contain and collect spillage with non- combustible absorbent material e.g. sand earth. vermiculite or diatomaceous earth and place in container for disposal according to local regulations (see Section 13). Dispose of via a licensed waste disposal contractor. Contaminated absorbent material may pose the same hazard as the spilled product. Note see Section 1 for emergency contact information and Section 13 for waste disposal Wear appropriate respiratory protection. Wear protective clothing and eye or face protection Date of issue/Dete ofmvision :6L32019 Date ofpmvious issue :9142018 version :1 01 4114 Lnyl Ester Base Res.. CORVE8190 Section 7. Handling and storage Precautions for safe handling Protective measures Put on appropriate personal protective equipment(see Section 8). Do not breathe vapor or mist. Do not ingest. Avoid contact with eyes, skin and clothing. Use only with adequate ventilation. Wear appropriate respirator when ventilation is inadequate. Do not enter storage areas and confined spaces unless adequately ventilated. Keep in the original container or an approved alternative made from a compatible material, kept tightly closed when not in use. Store and use away from heat, sparks, open Flame or any other ignition source. Use explosion-proof electrical (ventilating, lighting and material handling)equipment. Use only non-sparking tools. Take precautionary measures against electrostatic discharges. Empty containers retain product residue and can be hazardous. Do not reuse container. Advice on general Eating, drinking and smoking should be prohibited in areas where this material is occupational hygiene handled, stored and processed. Workers should wash hands and face before eating, drinking and smoking. Remove contaminated clothing and protective equipment before entering eating areas. See also Section 8 for additional information on hygiene measures. Conditions for safe storage, Do not store above the following temperature: 38'C (100.4°F). Store in accordance with including any local regulations. Store in a segregated and approved area. Store in original container incompatibilities protected from direct sunlight in a dry, cool and well-ventilated area, away from incompatible materials(see Section 10)and food and drink. Eliminate all ignition sources. Separate from oxidizing materials. Keep container tightly closed and sealed until ready for use. Containers that have been opened must be carefully resealed and kept upright to prevent leakage. Do not store in unlabeled containers. Use appropriate containment to avoid environmental contamination. See Section 10 for incompatible materials before handling or use. Store containers in a safe place. Section 8. Exposure controls/personal protection Control parameters Occupational exposure limits Ingredient name Exposure limits wryrene ACGIH TLV(United States, 312018). TWA 20 ppm 8 hours. TWA 85 mg/m'8 hours. STEL 40 ppm 15 minutes. STEL: 170 mg/m' 15 minutes. OSHA PEL 1989(United States, 3/1989). TWA: 50 ppm 8 hours. TWA: 215 mg/m'8 hours. STEL: 100 ppm 15 minutes. STEL: 425 mg/m' 15 minutes. OSHA PEL Z2(United States, 212013). TWA: 100 ppm 8 hours. CEIL: 200 ppm AMP: 600 ppm 5 minutes. NIOSH REL(United States, 10/2016). TWA: 50 ppm 10 hours. TWA: 215 mg/m' 10 hours. STEL: 100 ppm 15 minutes. STEL 425 mg/m' 15 minutes. Date of IssuelDate of mision :6W019 Date of previous issue :91412018 Version :101 5114 Pn yl Ester Saw Resin CORVE8190 Section 8. Exposure controls/personal protection Appropriate engineering Use only with adequate ventilation Use process enclosures, local exhaust ventilation or controls other engineering controls to keep worker exposure to airborne contaminants below any recommended or statutory limits The engineering controls also need to keep gas, vapor or dust concentrations below any lower explosive limits. Use explosion-proof ventilation equipment Environmental exposure Emissions from ventilation or work process equipment should be checked to ensure controls they comply with the requirements of environmental protection legislation In some cases, fume scrubbers. filters or engineering modifications to the process equipment will be necessary to reduce emissions to acceptable levels Individual protection measures Hygiene measures Wash hands forearms and face thoroughly after handling chemical products. before eating. smoking and using the lavatory and at the end of the working period. Appropriate techniques should be used to remove potentially contaminated clothing. Wash contaminated clothing before reusing Ensure that eyewash stations and safety showers are close to the workstation location. Eyelface protection Safety eyewear complying with an approved standard should be used when a risk assessment indicates this is necessary to avoid exposure to liquid splashes mists, gases or dusts If contact is possible. the following protection should be worn, unless the assessment indicates a higher degree of protection chemical splash goggles. Skin protection Hand protection Chemical-resistant impervious gloves complying with an approved standard should be worn at all times when handling chemical products if a risk assessment indicates this is necessary. Considering the parameters specified by the glove manufacturer, check during use that the gloves are still retaining their protective properties. It should be noted that the time to breakthrough for any glove material may be different for different glove manufacturers In the case of mixtures, consisting of several substances, the protection time of the gloves cannot be accurately estimated Body protection Personal protective equipment for the body should be selected based on the task being performed and the risks involved and should be approved by a specialist before handling this product. When there is a risk of ignition from static electricity, wear anti- static protective clothing. For the greatest protection from static discharges, clothing should include anti-static overalls. boots and gloves Other skin protection Appropriate footwear and any additional skin protection measures should be selected based on the task being performed and the risks involved and should be approved by a specialist before handling this product. Respiratory protection Based on the hazard and potential for exposure, select a respirator that meets the appropriate standard or certification Respirators must be used according to a respiratory protection program to ensure proper fitting, training, and other important aspects of use. Section 9. Physical and chemical properties Annearance Physical state Liquid. Color Various Odor Mveetish. Odor threshold 01 ppm pH Not applicable Melting point Not available Boiling point 145`C (293°F) Flash point Closed cup 31°C (87,8°F) Evaporation rate <1 (butyl acetate = 1) Date of issue Date of revision :6W019 Date ofprevious issue :9/4?018 Version n.u Pyf Esfer Base Resn CORVES 190 Section 9. Physical and chemical properties Lower and upper explosive : Lower 0.9% (flammable) limits Upper 6.8% Vapor pressure : 0.67 kPa (5 mm Hg)[room temperature] Vapor density : 3.6 [Air= 1] Relative density : 0.9 to 1.3 Solubility : Not available. Solubility in water : Not applicable. Partition coefficient: n- : Not available. octanollwater Auto-ignition temperature Not available. Viscosity Not available. VOC content MA % (w)w) As shipped, including monomers and additives. Section 10. Stability and reactivity Reactivity No specific test data related to reactivity available for this product or its ingredients. Chemical stability The product is stable. Possibility of hazardous Hazardous reactions or instability may occur under certain conditions of storage or use. reactions Conditions to avoid Avoid all possible sources of ignition (spark or flame). Do not pressurize, cut, weld, braze, solder, drill, grind or expose containers to heat or sources of ignition. Do not allow vapor to accumulate in low or confined areas. Hazardous polymerization may occur under certain conditions of storage or use. Keep away from heat and direct sunlight. Keep away from heat and flame. Keep away from oxidizing agents. Incompatible materials Reactive or incompatible with the following materials oxidizing materials Reactive or incompatible with the following materials: metals, acids and alkalis. Incompatible with alkali metals. Incompatible with some alkalis. Incompatible with some strong acids. Incompatible with copper alloys, brass. Hazardous decomposition Under normal conditions of storage and use, hazardous decomposition products should products not be produced. Section 11. Toxicological information Information on toxicoloaical effects Acute toxicity ProducVingredient name Result Species Dose Exposure styrene LC50 Inhalation Gas. Rat 2770 ppm 4 hours LC50 Inhalation Vapor Rat 11800 mg/ma 4 hours LD50 Oral Rat 2650 mg/kg - Irritation/Corrosion Date of issue/Date of revision :&SQ019 Date or previous issue :9/4/2018 Version :1 01 7114 Pyt Ester Base Resin CORVE8190 Section 11. Toxicological information Productlingredient name Result Species Score Exposure Observation styrene Eyes-Mild irritant Human - 50 parts per - million Eyes-Moderate irritant Rabbit - 24 hours 100 - milligrams Eyes-Severe irritant Rabbit 100 milligrams Skin-Mild irritant Rabbit - 500 milligrams Skin-Moderate irritant Rabbit - 100 Percent Sensitization Not available. Mutagenicity Not available. Carcinogenicity Not available. Conclusion/Summary Styrene manufacturers have determined that the weight of evidence for the carcinogenicity of this substance does not meet the criteria for classification. Styrene is listed by IARC as a possible carcinogen to humans (Group 28) based on "limited evidence" in humans, "limited evidence" in animals and "other relevant data". The United States NTP listed styrene as reasonably anticipated to be a human carcinogen based on "limited evidence"from studies in humans. "sufficient evidence" from studies in experimental animals, and supporting data on mechanisms of carcinogenesis. The significance of these results for humans has not been established through risk assessment. Classification Productlingredient name JOSHA I IARC NTP Myrene 2A Reasonably anticipated to be a human carcinogen. Reproductive toxicity Not available. Teratooenicity Not available. Specific target organ toxicity (single exposure) Name Category Route of Target organs exposure styrene Category 3 Not applicable. Respiratory tract irritation Specific target organ toxicity (repeated exposure) Name Category Route of Target organs exposure styrene Category 1 Inhalation hearing organs A study of long term effects of workers exposed to styrene levels in the range of 25-35 ppm for an 8-hour TWA indicated a possible mild hearing loss. Aspiration hazard Date of issue/Date or revision :6W019 Date or previous issue :9141,018 Vengion :1 01 a114 PFnyl Ester Base Resm CORVES190 Section 11. Toxicological information Name 777 Result styrene ASPIRATION HAZARD-Category t Information on the likely Not available. routes of exposure Potential acute health effects Eye contact Causes serious eye irritation. Inhalation Harmful if inhaled. May cause respiratory irritation. Skin contact Causes skin irritation. Ingestion No known significant effects or critical hazards. Svmotoms related to the physical, chemical and toxicolocical characteristics Eye contact Adverse symptoms may include the following pain or irritation watering redness Inhalation Adverse symptoms may include the following: respiratory tract irritation coughing Skin contact Adverse symptoms may include the following: irritation redness Ingestion No specific data. Delayed and immediate effects and also chronic effects from short and long term exposure Short term exposure Potential immediate Not available. effects Potential delayed effects Not available Long term exposure Potential immediate Not available effects Potential delayed effects Not available Potential chronic health effects Not available. General Causes damage to organs through prolonged or repeated exposure. Carcinogenicity No known significant effects or critical hazards. Mutagenicity No known significant effects or critical hazards. Teratogenicity No known significant effects or critical hazards. Developmental effects No known significant effects or critical hazards. Fertility effects No known significant effects or critical hazards. Numerical measures of toxicity Acute toxicity estimates Date of issummate of revlslon :613/20 t9 Dare of previous issue :914Q016 Version :1 01 9114 Pn yi Ester Bass Resn CORVE8190 Section 11. Toxicological information Route ATE value Ural 6624.8 mgtkg Inhalation (gases) 7118.9 ppm Inhalation (vapors) 30.33 mgA Section 12. Ecological information Toxicity Product/ingredient name Result Species Exposure styrene Acute EC50 1400 pgA Fresh water Algae - Pseudokirchneriella 72 hours subcapitata Acute EC50 720 pg/1 Fresh water Algae- Pseudokirchnenella 96 hours subcapitata Acute EC50 4700 pgA Fresh water Daphnia-Daphnia magna 48 hours Acute LC50 52 mgA Marine water Crustaceans-Artemia salina 48 hours Acute LC50 4020 pgA Fresh water Fish-Pimephales promelas 96 hours Chronic NOEC 63 pgA Fresh water Algae- Pseudokirchneriella 96 hours subcapitata Persistence and dearadabilFN ProducVingredient name Test Result Dose Inoculum styrene OECD 70%- Readily-28 days Productlingredient name Aquatic half-Iffe Photolysis Biodegradability styrene Readily Bfoaccumulative potential Product ingredient name LogP.. BCF Potential styrene 0.35 13.49 low Mobility in soil Soil/water partition Not available. coefficient (Km) Other adverse effects No known significant effects or critical hazards. Section 13. Disposal considerations Disposal methods The generation of waste should be avoided or minimized wherever possible. Disposal of this product, solutions and any by-products should at all times comply with the requirements of environmental protection and waste disposal legislation and any regional local authority requirements. Dispose of surplus and non-recyclable products via a licensed waste disposal contractor. Waste should not be disposed of untreated to the sewer unless fully compliant with the requirements of all authorities with jurisdiction. Waste packaging should be recycled. Incineration or landfill should only be considered when recycling is not feasible. This material and As container must be disposed of in a safe way. Care should be taken when handling emptied containers that have not been cleaned or rinsed out. Empty containers or liners may retain some product residues. Vapor from product residues may create a highly flammable or explosive atmosphere Date of issue/Defe of revision :6i3/1019 Date of previous issue :9142018 Venion :r 01 10114 PFnyl Ester Base Resm CORVES190 Section 13. Disposal considerations inside the container. Do not cut, weld or grind used containers unless they have been cleaned thoroughly internally. Avoid dispersal of spilled material and runoff and contact with soil, waterways, drains and sewers. Section 14. Transport information DOT Mexico TDG IATA IMDG Classification Classification Classification UN number UN1866 UN1866 UN1866 UN1866 UN1866 UN proper RESIN RESIN RESIN RESIN RESIN shipping name SOLUTION SOLUTION SOLUTION SOLUTION SOLUTION Transport 3 3 3 3 3 hazard class(es) ® O ® O O Packing group III III III III III Environmental .No. No. No. No. No. hazards Additional information DOT Classification Reportable auantity 2570 Ibs! 1166.8 kg [280.21 gal11060.7 Q. Package sizes shipped in quantities less than the product reportable quantity are not subject to the RO (reportable quantity)transportation requirements. TDG Classification Product classified as per the following sections of the Transportation of Dangerous Goods Regulations 2.18-2.19 (Class 3). Special precautions for user Transport within user's premises: always transport in closed containers that are upright and secure. Ensure that persons transporting the product know what to do in the event of an accident or spillage. Transport in bulk according Not available. to Annex II of MARPOL and the IBC Code Section 15. Regulatory information U.S. Federal regulations ISCA 8(a) PAIR methyl phosphate TSCA 8(a) CDR Exempt/Partial exemption Not determined TSCA 8(c) calls for record of SAR triethyl phosphate Clean Water Act (CWA) 307 ethylbenzene Clean Water Act (CWA) 311 styrene ethylbenzene, xylene Clean Air Act Section 112 Listed (b) Hazardous Air Pollutants (HAPs) Clean Air Act Section 602 Not listed Class I Substances Clean Air Act Section 602 Not listed Class II Substances SARA 3021304 Dote of issue/Dote of revision :6/3?019 Date of previous issue :91412018 Vereion :1 01 71114 �ny/Ester Base Resin CORVEB 190 Section 15. Regulatory information Composition/information on ingredients SARA 302 TPQ SARA 304 RQ Name % EHS (Ibs) I(gallons) (lbs) (gallons) F4-dihydroxybenzene <0.1 Yes. 500/ 10000 - 100 SARA 304 RO 2000000 Ibis/908000 kg [218062 gal/825454.5 L] SARA 311/312 Classification FLAMMABLE LIQUIDS-Category 3 ACUTE TOXICITY(inhalation)-Category 4 SKIN IRRITATION -Category 2 EYE IRRITATION- Category 2A SPECIFIC TARGET ORGAN TOXICITY(SINGLE EXPOSURE)(Respiratory tract irritation) - Category 3 SPECIFIC TARGET ORGAN TOXICITY(REPEATED EXPOSURE) (hearing organs)-Category 1 SARA 313 Product name CAS number % Form R- Reporting styrene 100-42-5 <= 39.0 requirements Supplier notification styrene 100-42-5 38.91 SARA 313 notifications must not be detached from the SDS and any copying and redistribution of the SDS shall include copying and redistribution of the notice attached to copies of the SDS subsequently redistributed. Any concentration shown as exact is based on formula. State regulations Massachusetts The followng components are listed: STYRENE, PHENYLETHYLENE New York The following components are listed Styrene New Jersey The following components are listed STYRENE MONOMER. BENZENE, ETHENYL- Pennsylvania The following components are listed BENZENE, ETHENYL- California Prop. 65 The following components are listed. For more information go to www.P65Warnings.ca.gov. REyrene Ethylbenzene Cumene Inventory list Australia All components are listed or exempted Canada All components are listed or exempted. China All components are listed or exempted. Europe Not determined Japan Japan inventory (ENCS) Not determined Japan inventory (ISHL) Not determined. Malaysia Not determined. New Zealand All components are listed or exempted Philippines All components are listed or exempted Republic of Korea All components are listed or exempted Taiwan All components are listed or exempted. Thailand Not determined. Turkey Not determined United States All components are listed or exempted. Date of issue/Date of revision :6/3R019 Date of previous issue :9 4.Ti f8 Version . +0' +.:?- Piny/Ester Base Resin CORVES190 Section 15. Regulatory information Viet Nam : Not determined. Section 16. Other information Hazardous Material Information System (U.S.A.) Health 2 Flammability 3 Physical hazards 1 Caution: HMIS®ratings are based on a 0-4 rating scale, with 0 representing minimal hazards or risks, and 4 representing significant hazards or risks. Although HMIS® ratings and the associated label are not required on SDSs or products leaving a facility under 29 CFR 1910.1200, the preparer may choose to provide them. HMIS ratings are to be used with a fully implemented HMIS®program. HMISia is a registered trademark and service mark of the American Coatings Association, Inc. The customer is responsible for determining the PPE code for this material. For more information on HMISP; Personal Protective Equipment (PPE) codes, consult the HMIS' Implementation Manual. National Fire Protection Association (U.S.A.1 Flammability Health 1 Instability/Reactivity Special Reprinted with permission from NFPA 704-2001, Identification of the Hazards of Materials for Emergency Response Copyright cci1997, National Fire Protection Association, Quincy, MA 02269. This reprinted material is not the complete and official position of the National Fire Protection Association, on the referenced subject which is represented only by the standard in its entirety. Copyright CO2001, National Fire Protection Association, Quincy. MA 02269. This warning system is intended to be interpreted and applied only by properly trained individuals to identify fire, health and reactivity hazards of chemicals. The user is referred to certain limited number of chemicals with recommended classifications in NFPA 49 and NFPA 325, which would be used as a guideline only. Whether the chemicals are classified by NFPA or not, anyone using the 704 systems to classify chemicals does so at their own risk. Procedure used to derive the classification Classification Justification FLAMMABLE LIQUIDS-Category 3 On basis of test data ACUTE TOXICITY(inhalation)-Category 4 Calculation method SKIN IRRITATION-Category 2 Calculation method EYE IRRITATION -Category 2A Calculation method SPECIFIC TARGET ORGAN TOXICITY(SINGLE EXPOSURE)(Respiratory tract Calculation method irritation)-Category 3 SPECIFIC TARGET ORGAN TOXICITY(REPEATED EXPOSURE)(hearing organs)- Calculation method Category 1 History Date of printing 6/3/2019 Date of issue/Date of 6/3/2019 revision Date of previous issue 9/4/2018 Version 1.01 New form 08-2018 Prepared by Health, Safety and Environmental Department For questions about the iasafety@ip-corporation.com SDS, contact Date of issue/Date or revision :6wo 19 Date of previous issue :9/412018 Venion :1 01 13114 Fny1 Ester Base Resm CORVES 190 Section 16. Other information Key to abbreviations ATE = Acute Toxicity Estimate BCF = Bioconcentration Factor GHS = Globally Harmonized System of Classification and Labelling of Chemicals IATA = International Air Transport Association IBC = Intermediate Bulk Container IMDG = International Maritime Dangerous Goods LogPow= logarithm of the octanol/water partition coefficient MARPOL = International Convention for the Prevention of Pollution From Ships. 1973 as modified by the Protocol of 1978. ("Marpof' = manne pollution) UN = United Nations References 29 CFR 1910.1200 Hazard Communication Standard March 2012 CCR Title 27 Division 4 Office of Environmental Health Hazard Assessment(California Prop 65) American Composites Manufacturers Association Styrene Information and Research Center Indicates information that has changed from previously issued version. Notice to reader To the best of our knowledge, the information contained herein is accurate. However, neither the above-narned supplier, nor any of its subsidiaries, assumes any liability whatsoever for the accuracy or completeness of the information contained herein. Final determination of suitability of any material is the sole responsibility of the user. All materials may present unknown hazards and should be used with caution. Although certain hazards are described herein. we cannot guarantee that these are the only hazards that exist. Date of issueiDsfe or revision :6/34019 Date of previous issue :914R018 Version : 1 01 '4n4 INTERPLASTIC INTERPLASTIC CORPORATION 2015 Broadway Street Northeast Minneapolis, MN 55413-1714 651 481 6860 Fax 612 331 4634 CORVE8190 Corrosion Summary ASTM F1216 & D543 (CIPP) Corrosion Data @ 73.4 +l- 3.6eF (23 +l- 2eC) Flexural Strength Retention, % Flexural Modulus Retention, % Immersion Months Months Media 1 12 1 12 100%Tap Water H 6-9 99 99 _ 96 100 5% Nitric Acid 100 100 100 100 10% Phosphoric Acid _ 98 99 99 100 10% Sulfuric Acid 98 95 100 100 100%Gasoline 100 83 97 83 0.1% Detergent 96 99 97 100 0.1%Soap Solution 96 99 97 100 100%Vegetable Oil 98 100 99 100 ASTM D5813, F1743, & D543 (CIPP) Corrosion Data @ 73.4 +l- 3.60F (23 +l- 20C) Flexural Strength Retention, % Flexural Modulus Retention, % Immersion Months Months Media 1 12 1 12 1% Nitric Acid 96 98 99 100 5% Sulfuric Acid 95 99 98 100 100%Gasoline 100 83 97 83 0.1% Detergent 96 99 97 100 0.1%Soap Solution 96 99 97 100 100%Vegetable Oil 98 100 99 100 Note: Non-shaded regions are the applicable test durations as they relate to achievement of the minimum acceptable retentions. "All testing was conducted by HTS Pipe Consultants, Inc. All specrlicaEons anC pmpert,es specified above are appronmate SpeufxatiOns and properties of material delivered may vary slightly from those given above Interplastic CoWawn makes no mp wnMWns of fact regarddq"ma*e l except i ape did above No person has any audronty to tend Irderplashc Corporahon to any represenfahon excepl those specified above Final determ,nabon d!fro sudabddy of the material fa ffro use contemplated,s tlro site responvbldy of the Buyer The Thermoset Resin Dnisron s technical sales representatives will assist in developing procedures ro fit individual repudemeots SUMMARY OF TEST DATA RESISTANCE OF CIPP TO CHEMICAL REAGENTS SAMPLE ID: CORVE8190 Duration: 30 Days Date Tested: 11/12/2008 Chemical Reagent Mechanical Test Method Unit Control 30 Days (Concentration) Property ASTMD Sample Value %Change Tap water Observation 543 NIA No Change pH 7.6 (100%) Weight 543 g 97.1 97.4 0.31 Hardness 2583 88.2 88.2 0.00 Thickness 2122 In. 0.226 0.226 0.00 mm. 5.8 5.8 0.00 Max.Flexural 790 pal 11298.0 11212.5 -0.78 Modulus 790 psi 492883 470894 -4.46 Nitric Acid Observation 643 WA Light Yellow pH 0.6 Weight 543 g 114.7 114.9 0.17 Hardness 2693 88.2 88.2 0.00 Thickness 2122 in. 0.253 0.263 0.00 mm. 6.4 6.4 0.00 Max. Flexural 790 pal 11298 11352.3 0.48 Modulus 790 psi 492883 498218 1.08 Phosphoric Acid Observation 543 NIA No Change pH 1.0 (10%) Weight 643 g 112.3 112.6 0.27 Hardness 2683 83.2 88.2 0.00 Thickness 2122 in. 0.253 0.253 0.00 mm. 6.4 6.4 0.00 Max. Flexural 790 psi 11298 11102.7 -1.73 Modulus 790 pal 492883 487979 -0.99 Sulfuric Acid Observation 543 NIA No Change pH 0.2 (10%) Weight 543 g 114.3 114.6 0.26 Hardness 2583 88.4 88A 0.00 Thickness 2122 in. 0.264 0.264 0.00 mm. 6.7 6.7 0.00 Max. Flexural 790 psi 11298 11077.5 -1.95 Modulus 790 pal I 492883 492473 1 -0.08 IC08F55.003.Doc-Page 1 of 3 HTS,rNc. SUMMARY OF TEST DATA RESISTANCE OF CIPP TO CHEMICAL REAGENTS SAMPLE ID: CORVE8190 Duration: 30 Days pate Tested: 1 111 212 00 8 Chemical Reagent Mechanical Test Method Unit Control 30 Days (Concentration) ProDertv ASTM D Sample Value %Change Gasoline Observation 543 NfA No Change pH-NA (100%) Weight 543 g 110.8 111A 0.27 Hardness 2583 87.4 87.4 0.00 Thickness 2122 in. 0.257 0.257 0.00 mm. 6.5 6.5 0.00 Max. Flexural 790 psi 11298 11363.1 0.58 Modulus 790 psi 1 492883 477591 1 -3.10 Vegetable Oil Observation 643 NIA No Change pH-NA (100%) Weight 543 g 106.0 105.1 0.10 Hardness 2583 88.2 88.2 0.00 Thickness 2122 In. 0.239 0.239 0.00 mm. 6.1 6.1 0.00 Max. Flexural 790 psi 11298 11026.8 -2.40 Modulus 790 psi 492883 488546 -1.29 Detergent Observation 543 NIA No Change pH 6.4 (0.1%) Weight 643 g 104.8 105.0 0.19 Hardness 2583 87.4 87.4 0.00 Thickness 2122 In. 0.229 0.229 0.00 mm. 6.8 5.8 0.00 Max.Flexural 790 psi 11298 10797.3 -4.43 Modulus 790 psi 492883 475812 1 -3.46 Soap Observation 543 NIA No Change pH 6.0 (0.1%) Weight 643 g 105.2 105.5 0.29 Hardness 2583 88.2 88.2 0.00 Thickness 2122 in. 0.234 0.234 0.00 mm. 6.0 6.0 0.00 Max. Flexural 790 psi 11298 10830.3 -4.14 Modulus 790 psi 1 492883 476760 1 -3.27 IC08F55.003.Doc -Page 2 of 3 HTS,ZC SUMMARY OF TEST DATA RESISTANCE OF CIPP TO CHEMICAL REAGENTS SAMPLE ID' CORVE8190 Duration: 30 Days Date Tested: 1111212008 Chemical Reagent Mechanical Test Method Unit Control 30 Days (Concentration) Property ASTM D Sample Value %Change Nitric Acid Observation 543 NIA No Change pH 1.2 (1°h) Weight 543 g 109.6 109.9 0.27 Hardness 2583 88.0 88.0 0.00 Thickness 2122 in. 0.243 0.243 0.00 mm. 6.2 6.2 0.00 Max.Flexural 790 psi 11298 10859.6 -3.88 Modulus 790 psi 492.883 490110 -0.56 Sulfuric Acid Observation 643 NIA No Change pH 0.5 Weight 543 g 103.1 108.4 0.28 Hardness 2583 88.6 88.6 0.00 Thickness 2122 in. 0.248 0.248 0.00 mm. 6.3 6.3 0.00 Max. Flexural 790 psi 11298 10687 5.41 Modulus 790 pal 1 492883 481475 1 -2.31 ICOOF55.003.Doc -Page 3 of 3 HTS,INC. HTS,1 .Consultants Phone 713-692.8373 416 Pickering S9eet,Houston.TX 7-7091 Fax 713-092-85M w .htGhouston.00m Toll Free 1-800-692-TEST HTS,INC. Escellonce in Engineering,Consulting,Tsst(ng and Inspection FLEXURAL PROPERTIES OF PLASTICS IASTM D7905 SUPPORT SPAN - 3.6• Fie.ral 3 point. bend Instron Corporation Series ix wtam tcd Materials Tontine System 6.0s operator name: . CARRILw Test pt-, 12 Vo 2006 Sample identification: errs-3C 6anple Type: TSTM I nce rf nce TV pa: 42/43/4400 sariea Machine Parameters of teat: Semple Rate (pts/sec), 10.000 Euaidity 14 1: 5o Crosshead Speed (in/min .0930 Tcsperature (deg. P), 71 Dimensions: Spec. 1 8pec. I Spec. 3 Spot. 4 6pso. 6 Width (in) .56500 .57000 .57100 .56500 .57400 Depth (in) .217o0 .2250D .23000 .23400 .23500 Span (in) 3.5000 5.5000 3.5000 3.5000 3.5000 out cf 5 specimens. 0 excluded. Sample commence: CORIJEel9o. CONTROL Displc,senc Strain 14ad Stress Modulaa at at at at of Specimen Yield Yield Yield Yield Elasticity Number Ur.) (in/in) 11ba) (pal) (poll 1 .3286 .0240 54.9 10843.2 401831 2 .2626 .0289 65.0 12006.0 492115 3 .3754 .0423 66.6 11575.5 49686E 4 .2126 .0267 67.4 11430.9 495413 5 .2055 .0240 64.2 10634.4 4961B9 Mean' .2616 .0314 53.8 11298.0 492851. Standard Deviation, .0592 .0073 5.1 S51.5 6580. Minimum' .2005 .024C 54.9 10834.4 481831. MAxlmum: .3754 .0423 67.4 12006.0 49819g. •Geoteclincal Engineenng•Materials Tssling and Inspection•Environmental Site Aeseaments•Geosyntheli and Construction QNOC Serving the Construction, Petroleum and Waste Industries MTS, Inc.0ons641tants Phone 713-692-5373 416 Pickering Street,Houston,TX 77091 Fax 713.692-0602 www.htshou5ton.com Toll Free 1-600.692-TEST HTS,jNc. Excellence In Engineering,Cortauiting,resting and insPeGVOn FLEXURAL PROPERTIES OF PLASTICS (ASTM D7901 SUPPORT SPAN s 3.5' Flexural 3 Point bend Inatron corporation Series IX Automated Y texiale 'fasting System 6.0E Operator name: . CARRILLO Test Date: 12 Nov 2008 SamP14 Identification: BF55-3-I sample Type: ASTP. Interface Type: 42/41/44DO Series Machine Parameters of test: Sample As:e (pts/sec) : 10.000 Humidity 1 9 ): 5o Cracahead Speed (ir./m.in 1 : .0930 Temperature (deg- F) : 71, Dimenaions: Spec. 1 Sp, 2 Spe, 3 Spec. 4 Op... 5 width (in( .58200 .5820D .67800 .55400 .58100 Depth (in) .22200 .22800 .23300 .23900 .23900 Span (1n) 3.5000 3.5000 3.5000 3.500n 3.5000 Out of 6 specimens. 0 excluded. Sample Comments: CORVE8190, SAMPLE SOAKED IN TAP WATER (100%) POR 30 DAYS Displerent Bcrain Load Stress Modulus at at at at of Specimen Yield Yield Yield Yield Elasticity Number (in) (in/in) (lbs) (pai) (psi) ---------------------------------------------------------------------- 1 .2619 .0355 52.1 11376.9 459462 2 .2334 .0361 61.6 10696.2 466822 3 .244C .0279 65.9 '_1525.9 461728 4 .245e .0208 10.8 11749.2 478593 5 .2225 .0261 611.0 10715.5 465964 Mean: .2415 .0274 66.3 11212.5 470894. Standard Deviation: .0147 .0013 4.1 481.3 9178. Minimum: .2225 .0261 61.6 10694.2 459462. Max imam: .2619 .0288 70.2 11749.2 401728. •Geotechnlcal Engineering•Materials Testing and Inspection•FwAtonmantal She Assessments•Geoeynthebm and Construction QA/QC Serving the Construction, Petroleum and Waste Industries MTS,Inc.Consultants Phone M-692-8373 06 Pickering Street,H(xiston,TX 77091 Fax 713-892;12 % w .mshouston.mm Toll Free 1-800-692-TEST HTS,rlvc. Excellence in Engineering,Consulting,Twaing and Inspection FLE7:URAi, PROPERTIES OF PLASTICS IASTM D790) SUPPORT S;A10 Plain;ral 3 point band matron Corporation 5ei1es -K Automated Materiels Testing System 6.05 operator came, . CARAILLo z Test Date: 12 Nov 2008 Sample Identification: OF55-3-2 Sample Type: ASTM interface Type: 42/43/6900 Series Machine Parameters of teat: Sample aata Ipte/sac) . 1D.000 Aomidity I e I : 50 crosshead Speed (in/min .0930 Temperature (deg. FI : 71 Uimereiona: Spec. a spat. 2 Spac. 3 Spec. 4 Spec. 5 Width (ir.) .57600 .58000 .57400 .57700 .57600 Depth (in) .24500 .25600 .26300 .26900 .272DO Spar. (in) 3.5000 3.5900 3.5D00 3.6000 3.5000 out of 5 spec mans, 0 excluded. Sample ca+uerts: COVE6190, SANFIIS SOAKED IN N=C ACID (St) FOP, 30 DAYS Dlaplc. t. strain Load Stress Modulus at at at Of Specimen Yield Yield Yield Yield Elasticity Number (in) (irdin) ilbsi (pail Ipai) ---------------------_----------__--------------______________ 1 .2025 .0243 71.0 ':0740.6 46699a 2 .1153 .0270 13.6 11579.8 496517 3 .-786 .0210 60.7 1a673.6 511177 4 .3011 .0165 92.5 11636.1 495026 5 .2091 .0279 96.3 121i1.2 499311 Mean, .2013 .0257 63.3 11362.3 499215. Ste ndare Davlaticm� .0139 .7020 -0.7 627.2 8-76. M!nitum, .1766 .J33•. 71.0 10671.9 4209". Maxie m: •2153 .02'9 9a.S 12131.2 511177. •GooleOhmuol Engineering•Materials Tenting and Inspection•Environmental Site Assessments•GeOsynthetics and Construction QA/QC Serving the Construction, Petroleum and Waste industries HTS,Inc.Cansultants Phone 713-692.8373 416 Pickering Stmat,Houston,TX 77091 Fax 713-892-8502 e m.htshouston.com Tot Free 1-800-692-TEST HTS,iNc. Excellence in Engineering,Consuidng,TO$Vng and MSPOCnon FLEXURAL PROPSRTISS Of PLMTICS tM5 D790) SDPPORT SPA!M m 3.5". rlemrol 3 point held Instron Corporation 6eriea Ix Automated Heceriela reati-e System 6.05 Operator n6me, CARRILLO rest Dace: 12 Nov 2006 sample Identification: SF55-3-3 Sample Type: !sM Interface Type, 42/43/4400 Series Machine Farametere of teat: sample Rate Ipae/aecl: 10.000 Humidity I Crosshead Speed lin/nun h .0930 Temycrature (des. 7): 71 Dimeraiona: Spec. 3 Epee. 3 Spec. 3 Spec. 4 Spec. 5 width (in) .577a0 .57700 .57800 .59700 .57900 Depth fin) .23800 .24900 .26900 .26600 .26900 Span (in) 3.5000 3.5000 3.6000 3.5000 2.6000 Out of 5 specimens. 0 excluded. sample cents: COR`2Ee190, 9A66PL9 SOAKED IN PRGSMMIC ACID (to%) FOR 30 DAYS Diepleeant Strain :.cad Street w•odulu9 at at At at Of Specimen Yield Yield Yield Yield Elasticity Rabar (in) fin :;n) flnsl (psi) (pal) ............................. ..... .299a .C349 511.6 11017.7 485546 2 .2172 .C265 76.5 11223.E 494540 3 .203E .0255 62.7 11199.3 503994 4 .1724 .0ns 16.9 9969.4 494 D49 5 .2016 .0276 96.6 12103.4 46E46a Mean, .2206 .0275 80.6 11102.7 487979- Standard Dev4ation: .0475 .0046 10.3 161.1 13195. Minin. : .1724 .0225 68.6 9969.4 469455. Maximum: .2992 .0349 96.E 12103.4 503994. •Geotechnical Engmeehng•Materials Testing and Inspection•Environmental She Assessments•Goosyntheties and Construction ONOC Serving the Constn3otion, Petroleum and waste Industries H7S, Inc.Consultants Phone 713-692-8373 416 Picketing Street,Houston,TX 77091 Fes 713-B92-8502 www.hishouston.00m Toll Fr6w 1-80o-892-TEST HTS,INC. Exeeflorrce in Eng/,,,,ring,Consulting,Tasting and Inspection , FLEXURAL paepEaTISS OF PLASTICS (XTIN D7901 Sk. PMT SPAW a 3.5'. Flexural 3 point bond Inscron Corporation. a,rise T% Autome Ud Maoeri ale Testing System 6.09 operator nane: - CAaAI1 ?eat Date: 12 Nw 2000 Sample identification: e?55-3-4 Sample Type: ASTM Intarface Type: 42/43/4400 Serics Machlne Paramatera of teat: sample pate Ipts/sec) : 10.000 Munidity t t I : 50 Crosshead Speed Itn/min o930 Tenperature (deg. F) : 7': D1Mn410na: 6vae. 1 spec. 2 spot. 3 Spec, 4 Spec. 6 Width lint .55300 .59900 .55900 .50600 .59200 Depth (in) .26900 .235Co .24600 .25200 .35700 Spat Cn) 1.6000 3.50D^. 3.5000 3.5000 3-9000 Out of 5 epeci"ns. 0 excluded. sample doments: COAu26190, SAMPLE SOARED IN SULFURIC 110%) FOR 30 DAYS Displ cmeat Strain Load Strove Modulus at at at at of 6pecimer. Yield Yield Yield Yield Ela.ticity Number lift) lift/inl (lbs) pall (psi) ---------------------------------------------------------------------- 1 .1071 .0247 16.9 10110.8 407731 2 .3219 .0371 71.0 11464.4 493603 3 .2232 .0269 77.0 11144.3 496060 4 .1955 .0241 19.6 1041111.1 499300 5 .2016 0294 82.9 11079.8 425665 Mean! .2259 .0276 76.6 11077.5 492473. standard Deviation: .OSS3 .0054 6.2 333.0 5694. Minimum: .1071 .N11 71.0 106641.1 4p5665. Maxicuw: .3219 .0371 96.9 11464.4 499308, •Geotechnieal Englneenng•Matenals Testing and InSpetbon•Environmental Silo Assessments•Geosynthetics and Construction QA/QC Serving the Construction, Petroleum and waste Industries MTs, Inc.Consunants Phone 713-692-8373 416 Pickering Street.Houston,TX 77091 Fax 71 S-692-6502 v .htshouston.com Toll Free 1-800-692-TEST �+ HTS,INC. Excellence in Engineeling,Consulting,Testing and Inspection FLEKUKAL PROPERTIES OF PZJWTICS (A D750) SUPPORT SPAN • 3.5'. Flexures 3 point bend macron Corporation Series Ix Autseu cad Materiel• Teeti.nq System 6.05 Operator name, (,ARJIILL.O Teat Date: 12 Nov 2008 Sample Cdentlfieation, aF55-3-5 Semple Type: AS391 Interface Type: 42/43/4400 aerlea Machine Paraa9tsrs e6 test. Sample Rate (pts/sect : 10.000 Nunidity Crosehead Speed sin/min ): .0930 7emperacure (deg. Fi : 71 Dimana Rena: Spec. 1 Spec. 2 Spec. 3 Spec. 4 Spec. 5 width l4n! .57700 .560CC .59100 .58000 .59000 Depth (in) .22000 .246C0 .26000 .26800 .27200 span (cn) 3.5000 3.506C 3.560C 2.5000 3.5000 Out of 5 specimen. 0 excluded. Sa,Vle torments: CORVUB190, S MPI: 60AKED IN GASOLINE 1102k) FOR 30 DAYS Dispicment Strain Load Stress Modulus at at at at Of Specieen Yield tiie`,d Yield Yield Elasticity Number (in) (in,L.O (!be) (Pet) (psi) ---------------------------------------------------------------------- 1 .3224 .0360 64.6 11310.5 419710 2 .7244 .0370 74.5 11150.9 472299 3 .2111 .0269 94.9 11147.4 475093 4 .2154 .0205 95.c 11976.3 482419 5 .1061 .0461 91.2 11230.2 478373 Mean: .2346 .0290 82.2 11363.1 477691. standard Deviation. .0502 .0041 i2.f 349.1 3966. Miniaum: .1961 .0241 64.6 11141.4 472299. Max iff m- .3224 .03e`% 9S.0 11976.3 482419. •Geotechnicel Engineering•MateM15 Testing and Inspection•Environmental Site Assessments•Geosynthelics and Construction QA/QC Serving the Constructlon, Petroleum and Waste Industrles HTS, Inc.Consultants Phone 713-892-8373 416 Pickering Street,Houston,TX 77D91 Fax 713-692-6502 1 .htshoustOMCOm Toll Free 1-800-692-TEST HTS,INC. Exceller=in Engineering,Cmisultlng,Testing and lospeclidn PLExURAL PROPERTIES Of PLA6TICS (ASTM D790) 50PPORT SPA.l - 3.6- Plexural 3 point bond Instron Corporation Series Ix Automated Materiala Testing eyatem 6.05 operator name: B. CARRILLO Teat Date: 12 Nov 2005 Semple Identification: OFSS-3-6 Sample Type: AS19 Interlace type: 42i43/4400 Series Machine Parameters of test: Sample Gate Ipc./.eel: 10.000 Runidity ( 4 1: s0 Crcaahead Speod fin/man 1: .0910 Tem4Pereture (deg. P): 71 01mene3eL9: spec. 1 Spec. 2 spec. 2 epee. 4 spvc. 6 width (in) .57300 .57600 .58200 .58700 .50100 Depth (in) .22300 .23300 .22700 .24400 .24600 Span Iinl 3.5003 3.5000 3.500D 3.5DOD 3.5000 Out of 5 specimens. 0 excluded. Sample comaence: CORt,,8190, 9A9lpLR SOARED IN tWinr a OIL (loot) FOR 30 DAYS. pr.plcment Etzein Load Streca Modulus at at at at Of Specimen Yield Yield Yield Yield ELasticicy Fa:nber lin.) (in/in) (lba) (poi) (pail -------------------------------------------'---------------'---------- 1 .2425 .0365 41.4 11307.1 420601 2 .2367 .0270 68.4 114e8.7 402992 3 .2050 .023E 67.2 10766.E 504160 4 .2950 .0233 69.0 10219-8 490149 5 .2153 .0259 76.3 11349.4 494441 Mean: .21B9 .0253 68.3 11026.E 486546. Standard Dc.iaclon: .0203 .0017 5.3 527.7 10D06. Minim: .1950 .0233 61.4 10219.0 460149. Maxim-am: .2425 .C210 76.3 11489.7 504160. Oeotechnical Engineering•Materlels Testing and Inspection•Environmental Site Assessments•Ooosynthetics and Construction OA10C Serving the Construction, Petroleum and Waste Industries IITS, Inc.Consukents Phone 713-692-8373 416 PIckering Street,Houston,TX T7091 Far 713-692-8502 vn .htshouston.Com Toll Free 1-W"92-TEST HTS,mc. Excellence in Engineedng,Consulting,Testing and inspection FLEXLRAI. PROPERTIES OF PLASTICS IAS'Y. D790) SOPPOAT SPAN • 3.5" Flexural 3 point bead Inacron Corporatior: Seri" II( AutdeaCed matarials Testing system 6.05 Operator nema: CARRILLC Test Data: 12 Nov 200e sample Identification: eF55-3-7 Sample Types AST7i Interface Type: 42/43l4400 Series macnine Parameters of cent: Semple Re to (pts/ee0: 1C.000 Humidity ( 4 Ir 50 Crosshead Speed (in/min ): .o930 Temperature (deg. r): 71 Dimensions: spec. 1 Spec. 2 Spac. 3 Spec. 4 SpeC. 5 Width (in) .58100 .593C0 .591-00 .53100 .58809 Depth (in) .22300 .22800 2350C .24100 .24300 Span (in] 3.6C00 3.6000 3.5002 2.5000 3.5000 Out of 5 specimens, C excluded. Sample comments: CORVE5190, SWPLS SOAKED IN DSTERO'aes (0.1t) FOR 30 DAYS Diaplcmvne Strain Load Stress modulus at at at at of Specimen. Yield Yield yield Yield elasticity Number (in) I in/in) (lbs) [pal) !psi) ------------------------.--------------.....................----- 1 .3316 .0365 60.9 10960.1 448239 2 .3316 .0370 66.2 11279.5 477322 3 .3019 .0147 66.9 lC761.2 486145 4 .2"1 .034s 69.4 10804.9 47762, 5 .2757 .0321 67.2 10180.7 487729 N.ean: .3076 .0352 66.2 10797.3 475812. Standard De�iatian: .024E .0017 3.2 400-2 16279. minimum: .2757 .0220 60.9 10180.7 44e239. maximum: .3336 .0370 69.4 11279,S 488145. •Geotachniml Engineering-Materials Testing and Inspection•Environmental Site Assessments•Geosynthetics and Construction GA= S44rving the Construction, Petroleum and Waste Industries MTS, Inc.Consultants Phone 713-692-8373 416 Pickering Street,Houston,TX 77091 Fax 713-M-8602 w .ldshouslon.com Toll Free 1.800-692-TEST HTS,iNc. E+cellence In Engineering,Consulting,Test9ng and Ineywrlon , FLSXURAL PROPERTISS OF PLASTICS IASTM D790) SUPPORT SPAN - 3.5' Flexural 3 point bend Instron Corporation series IX Automated Materiels Testing System 6.05 operator name, CARRILLO Teel Dace: 12 Nov 2009 Sanple Identification: 9FSS-3-8 Sample Type: ASTM Interface Type: 42/43/4400 Series Machine Parameters, of teat: Bampla Rate tots/sect : 10.00c Humidity 1 4 ): 5o crossbeA6 Speed fin/min 11 .0930 Temperature (deg. F1: 11 Dimensions: Spec. 1 Spec. 2 Spec. 3 Spec. 4 Spec. 5 width, linl .55100 .571g0 .59700 .56300 .59000 Depth (in) .21300 .22300 .13200 .23900 .24300 Span (in) 3.60oo 3.5000 3.5000 3.6000 3.5000 Out of 5 specie. ns, o excluded. Sample corr..ents: CORv5S190. S MPLE SRAM IN SOAP (0.1e1 FOR 30 DAYS Dispicleent strain Load Stress Modulus at at at at of Specimen Yield Yield Yield Yield Elasticity Numbex (in) (in/is, Me! (psi) (psi) ----------------------------------------- 1 .3556 .037` 57.9 11533.9 495011 2 ,2372 .0259 59.0 10791.4 456407 3 .2140 .0243 62.0 10295.7 493799 4 .2195 .0257 66.5 10905.4 469571 S .2136 .0264 71.2 10724.9 407013 Mean: .2461 .0277 63.1 10a30.3 4,6790. Standard oeviacicn: .0602 .0052 5.9 445.6 12362. M.indmao, .2130 .0243 57.9 10295.7 458407. Masi,ea: .3556 .0371 71.2 1IM A 467013. Goo(echnioal Engineering•Materials Teeing and Inspection•Environmental SHe A66assments•Qeosynthetics and Construction QA/QC Serving the Construction, Petroleum and Waste Industrials NTe,Inc.Consultants Phone 713-692-9373 416 Pickering Street,Houston,TX T7091 Fax 71S-692-8502 w .htshouston.com Ton Free 1-WO.692-TEST HT AL INC. Excellence fn Englnsering,Consulting,T§sring and Inspection a FLBXIIHAL PROPERTIES OF PLASTICS (AST61 D79D) SUPPORT SPAN • 3.5•- Flexural 3 point land looms Corporation aeries IX Automated materiels Testing System 6.C5 opera car name: G1ARLiLO Test Dace, 12 No•+ 200E sample Identification: 6F55-3C9 Sample :ype: ASTM ;nterface Type: 42/43/4400 series Machine Psrseecera o: test; saanla Rate (pte/sec) : 10.000 Humid--ty I t 1: 50 •1-oeshead Speed fit/min ) : .C930 Temperature (dog. F1 : 71 Dimensions: Spec. '. Spec. 2 Spec. 3 Spec. 4 Sped 5 Width tin) .59200 .69500 .59000 .55500 .57600 Depth (in) .2290D .2440C .25200 .26100 .26400 Span (in) 3,5000 3.5000 3.6000 3.5000 2.50DO out of 5 epeoirAns. 0 excluded. Sample comments: CORP8e190, SAMPLE 5OhMD IN NITRIC ACID Ilt} FOR 30 DAYS Displcment Strain Load stress Modulus at at at at Of Specimen Yield Yield Yield Yield Bias"City Ncmber (in) (in/in) (Its, (pail Ipsil __________________________ 1 .219E .0246 63.0 10655.6 497035 2 .3247 .C269 75.3 11164.3 490401 3 .2694 .033..: 75.7 1C•607.2 408950 4 .1999 .024' 79.4 10405.7 461610 5 .2049 .0265 ".1 1146215 492555 Mean: .2225 .0271 76.2 10859.6 450110. Standard Deviation: .0300 .0036 8.9 437.4 5646. Minir„um+ .169E .0243 62.0 10406.2 461610. Maxirum: .2654 .0332 67.7 11462.E 497035. •GeOtechnical Engineering•Materials Tasting and Inspection•Environmental Site Assessments•Oeosynthetics and Construction OA/OC Serving the Construction, Petroleum and Waste Industries "Ts. inc.ConsWlanlo Phone M-602-6373 416 Pickering Street,Houston,TX 77091 Fax 713-692-6502 ,w .hlshouslon.com Toll Free 1-800-1392-TEST HTS,INC. Excellence In Engineering,Consulting.Testing and inspection FLEXURAL pRopa2TIE6 OF PLASTICS (AS1 07901 Sup)ORT SPIN • 3.s". Flexural 3 poinC bead Instron Corperatlen Beriee Ix AUCrn,atad Materlale Testing System 6.05 Operator name X. PROUAXCSAVANR -eat Date: 12 FDV 2008 Sanpla Identification: EF55-310 Semple Type` ASIT! Interface '.lips: 42/43/4400 Serles Machine parameters Of test: Semple Rate Ipte/sec), 30.000 Flumidlty I ), s0 Cram ahead Speed lin/min 1 , .0930 Temperature (deg. F): 71 D17enai0ns: spas. 1 Spat. 2 Spec. 3 Spec- 4 Spec- 5 width (in) -56100 .58600 .59200 .58300 .51100 Depth lial .2350C .24100 .26000 .26300 .23700 Span (in; 3.5000 3.5000 3.5000 3.5000 3.5000 Out of 5 specimens, 0 excluded. Sample comments! CO2VE8190. SAMpLE SOAKED IN SULFURIC ACID I54) FOR 30 DAYS Diap'teenn strain Load Stress Vedvlas at r;c at at Of specimen Yield Yi=.i,1 Yield Yield Elasticity Number lint tin/in, (Its) (pall (psi) ---------------------------------------------------------------------- 1 2--95 .0251 62.0 10310.0 4e8635 2 .3247 .C272 75.3 11062.0 460339 3 .1e9e .0242 79.4 10417.6 4e3897 4 .2042 .0264 87.7 11411.2 492213 5 .2760 .032o 63.5 10234.0 492619 Mean: .2220 .0270 73.6 1048710 481475. standard Deviation: .0326 .0031 10.e 520.9 8507. Mlnlcum: .1698 .0242 62.5 '0234.0 458535. Mximum: .276C .032c 87.7 13411.2 49221). •Geotechrecal Engineering•Materiels Testing and Impaction•Environmental Site Assecamarlte•Geosyne)etic;and Construction QA/OC Serving the Construction, Petroleum and Waste Industries SUMMARY OF TEST DATA RESISTANCE OF CIPP TO CHEMICAL REAGENTS SAMPLE ID: CORVE8190 Duration: 1 Year Date Tested: 10/13/2009 Chemical Reagent Mechanical Test Method Unit Control 1 Year (Concentration) Property ASTM D Sample Value Change Tap water Observation 543 N/A No Change pH 7.5 (100%) Weight 543 g 100.1 101.1 1.05 Hardness 2583 88 88 0.00 Thickness 2122 in. 0.230 0.230 0.00 mm. 5.8 5.8 0.00 Max. Flexural 790 psi 11298.0 11144.9 -1.36 Modulus 790 psi 492883 523578 6.23 Nitric Acid Observation 543 NIA Light Yellow pH 0.6 (5%) Weight 643 g 112.1 112.9 0.71 Hardness 2583 88 88 0.00 Thickness 2122 In. 0.251 0.251 0.00 mm. 6.4 6.4 0.00 Max. Flexural 790 psi 11298.0 11581.3 2.51 Modulus 790 psi 492883 621434 5.79 Phosphoric Acid Observation 543 WA No Change pH 0.4 (10%) Weight 543 g 110.2 110.8 0.54 Hardness 2583 89 89 0.00 Thickness 2122 in. 0.249 0.249 0.00 MM. 6.3 6.3 0.00 Max. Flexural 790 psi 11298.0 11156.0 -1.26 Modulus 790 psi 1 492883 510867 3.65 Sulfuric Acid Observation 643 WA No Change pH 0.1 (10%) Weight 543 g 116.3 116.8 0.43 Hardness 2583 88 88 0.00 Thickness 2122 in. 0.263 0.263 0.00 mm. 6.7 6.7 0.00 Max.Flexural 790 psi 11298.0 10711.6 -6.19 Modulus 790 1 psi 1 492883 1 506738 2.81 IC08F66.003Y.Doc -Page 1 of 3 c 11V� SUMMARY OF TEST DATA RESISTANCE OF CIPP TO CHEMICAL REAGENTS SAMPLE ID: CORVE8190 Duration: 1 Year Date Tested: 10/13/2009 Chemical Reagent Mechanical Test Method Unit Control 1 Year (Concentration) Property ASTM D Sample Value % Change Gasoline Observation 543 NIA Light Brown pH-NA (100%) Weight 543 g 120.1 121.6 1.17 Hardness 2583 88 81 -7.95 Thickness 2122 In. 0.266 0.266 0.00 mm. 6.8 6.8 0.00 Max. Flexural 790 psi 11298.0 9420.2 -16.62 Modulus 790 psi 492883 406814 -17.46 Vegetable Oil Observation 543 NIA No Change pH-NA (100%) Weight 543 g 100.6 100.6 0.10 Hardness 2583 89 89 0.00 Thickness 2122 in. 0.236 0.236 0.00 mm. 6.0 6.0 0.00 Max. Flexural 790 psi 11298.0 11393.4 0.94 Modulus 790 psi 492883 524464 6.41 Detergent Observation 643 N/A No Change pH 6.8 (0.1%) Weight 643 g 104.1 104.7 0.58 Hardness 2583 88 68 0.00 Thickness 2122 in. 0.239 0.239 0.00 mm. 6.1 6.1 0.00 Max. Flexural 790 psi 11298.0 11195.8 -0.90 Modulus 790 psi 492883 617799 5.06 Soap Observation 543 NIA No Change pH 4.8 (0.1%) Weight 643 g 109.0 106.7 0.66 Hardrmm 2583 88 88 0.00 Thickness 2122 in. 0.245 0.245 0.00 MM. 6.2 6.2 0.00 Max. Flexural 790 psi 11298.0 11195.8 -0.90 Modulus 790 psi 492883 622367 5.98 IC08F56.003y.Doc-Page 2 of 3 ;FITS,>r�v� SUMMARY OF TEST DATA RESISTANCE OF CIPP TO CHEMICAL REAGENTS SAMPLE ID: CORVE8190 Duration: 1 Year Date Tested: 10/13/2009 Chemical Reagent Mechanical Test Method Unit Control 1 Year (Concentration) Property ASTMO Sample Value %Change Nitric Acid Observation 543 WA No Change pH 1.1 0%) Weight 543 g 108.3 109.0 0.65 Hardness 2583 89 89 0.00 Thickness 2122 in. 0.250 0.260 0.00 mm. 6.3 6.3 0.00 Max. Flexural 790 psi 11295 11051.6 -2.18 Modulus 790 psi 492883 523437 6.20 Sulfuric Acid Observation 643 NIA No Change pH 0.4 (5%) Weight 543 g 100.9 101.4 0.50 Hardness 2583 89 89 0.00 Thickness 2122 in. 0.234 0.234 0.00 mm. 6.9 5.9 0.00 Max. Flexural 790 psi 11298.0 11150.3 -1.31 Modulus 790 psi 492883 515381 4.56 ICOBF66.003Y.Doe -Page 3 of 3 KM, lne.Consultants Phone 713.692.9373 416 Pickering Street,Houston,TX 77091 Fax 713-692-8502 www.htshousion.com Toll Free 1-800-692-TEST HTS,INC. Excellence In Enginaering,Consutling.Testing and Inspection FLEXURAL PROPZRTIES Of PLASTICS (ASTM D7901 SUPPORT SPAN - 4•. Flexural 3 point bend Ins-ron Corporation Series Ix Automated Materials Testing system 6.05 Operator name. K. PHOUANCSAYAeni Teat pate: 11 Cct 2009 Sample Identirieation, 9F55Y1-1 Sample Type: A$T% interface Type: 42/43/4400 Series Machine Parameters of tent: Sample Rate (pts/secl: 10.000 Humidity ( 1 1 : so Crdasnead Speed (in/min 1 , -1100 Temperatere (deg. P1 : 71 Dimensions: Spec, I Spec. 2 Spec. ? Spec. 4 Spec. 5 Width (in) .54300 .53:00 .54800 .54000 .54D00 Depth lin) .22000 .22900 .24400 .24400 .23700 Span (in) 4.0000 4.0000 4.0000 4.0000 4.0000 out of 5 specimens, 0 excluded. Sample cs,m,vnta, CORYE9190, SAMPLR SCAB® IN TAP WATER pH6-9 4100t1 FOR 1 YEAR Dieplcment Strain Load Stress Modulus at at at at Of Specimen Yield Yield Yield Yield Elasticity RumDer (in) (in/in) QSs) (Pei) (pail ---------------------------------------------------------------------- 1 .4002 .0330 49.3 11026.9 515796 2 .2676 .0147 51.9 11180.7 522113 3 .2693 .0246 Se.9 10026.4 S20312 4 .2691 .0247 60.7 11332.1 541447 5 .2264 .0255 57.4 11358.6 510220 Mean- .3026 .0265 SSA 11144.9 923978. Standard - D"iati0n� .0552 .0037 5.2 322.1 30264. Minicum: .2693 .0246 48.3 10826.4 615796. HAXi9aaa: .4002 .0330 60.7 11350.6 541447. •Gawachn"Engineering•Matedele Tea ft end Inspection•EmArormenlal She Assessments•Geosyrdhelks and Constaction QA/QC Sorving the Constructions Petroleum and Waste Industries HTS, Inm.Co wftrrls Phone 713-M-8373 418 Pickering Street Houston,TX 77091 Fez 713-692-9502 - Y .htshouston.com Tog Free 1-80D-882-TEST HASH INC. Excettende in Engineering,Consulting,Testing and inspection FLEXURAL PROPERTIES OF PLASTICS (ASIN P7901 SUPPORT SPAN - 4'. ele.ral 3 paint bend :netren Corporation Series Ix Autcaated Materials Testing System 6.C5 Operator name: X. PHOUANOSAVANH -es- Date: 13 OCC 2009 Sample Identification: 9F55YI-2 sample Types A5TM Interface Type: 42/43/4400 6erit* Machine Parameters of test: Sample Rate (pts/sec) : 10.000 Humidity 1 ! 1 : 50 Croashead Speed (in/min 1 : .1100 Tamparacurs Idcg. FI : 71 0lmens ions• Spcc. 1 Spec. 3 Spec. 3 Spec. 4 Spec. 5 Width (in) .53900 .94200 .54000 .54200 .54400 Dapth [in) .23300 .24300 .25100 .25800 .26400 Span (in) 4.0000 4.0000 4.0000 4.0000 4.0000 Out of 5 specimens. C excluded. Sample cocmanta: cORYe8190. SAMPLE SOA= IN NITRIC ACID (54) FOR I YEAR Diaplc- t Strain Load Stress Modulus at at at at Of Specimen Yield Yield Yield Yield Elasticity NuN. .r (in) (in/in) (lhel IPSO (pail ----_----•--------------------•---_-------------------------------__-• 1 .4777 .0417 58.6 13021.8 S25340 2 .2736 .0249 59.7 11197.6 517124 3 .2900 .027) 48.9 12077.4 534802 a .2602 .0252 68.0 11306.9 535223 5 .2595 .0257 71.4 11300.6 514860 N9an .3122 .0290 65.3 11561.3 521434. standard Deviation: .0934 .0072 5.7 430.2 5029. MSnlanlm! .2595 .0249 58.6 111971 514680. Maximum: .4777 .0417 11.4 12077.4 525340. •G00AChnlcal Engineering•Materials Te5tlng and nlspecUon•En ironmenW Sae Assessment•Geo6yn#wtics and Construction RAAQC Serving the Construction,Petroleum and Warta Industrles HTS, Inc.Consultants phone 713-692-8373 416 FickeNg Street Houston,TX 77D91 Fax 713-692-8502 w .htshoulton.COM Toll Free 1-800-692-TEST A A INC. Exceeence in Engineering,Consuffing.Testing and Inspection PLEx93RAL PROPERTIES OF PLAu"PICS (ASTM D190) SUPPORT 5PAN - 4'. El exc ral 3 point band Ioseron Corperatlon series IS Automated Materials Testing System E.05 Operator name: K. PHODANGSAVVrX Test Oete: 13 Oct 2009 Sample Identific6tion: 9T9SY3-3 6emyle Type: A$t.. Interface Type: 42/43/4400 Series Machine Parameters Of teat: Sample Rate cots/secl : 10.000 Humidity 1 t ): Sc Cm ahead Speed (in/min 1: .1100 Temperature fdeg. 'P) : 71 Diensions: Spec. 1 Spec. 2 Spot. 2 Spec. 4 Spec. 5 Width (in) .63000 .94000 .64200 .5490D .33400 Depth (in) .23200 .24300 .25200 .26000 .26500 Span and 4.0000 4.0000 4.0000 4.0000 4.0000 Out of 5 specimens. 0 exclzded. Sample cocmu;nts: CORVE5190, a PLE SOAKED In PHOSPHORIC ACID '(10t) FOR 1 YEAR Displemenc Strain Load Stress Modulus at a: at at Of Specimen Yield Yield Yield Yield elasticity Numbor (in) lir./in) (lbs) (Pei) Ipoil ______________________________________________________________________ 1 .2909 .0253 52.7 11000.6 504063 2 .2785 .0254 59.4 11179.0 511756 3 .2591 .0245 61.5 10609.9 511545 4 .2576 .0251 67.3 10960.3 510283 5 .2701 .0248 72.9 12662.3 516207 Maan: .2712 .D251 63.0 11156.0 510667. Standard Dc�iation: .0139 .0009 7.7 304.4 4415. Minisatm; .2576 .0245 52.7 10109.9 504063. Maximum: .2909 .0260 72.9 11663.3 516267. •Oeotechnlcal Engineering•Materials Tesfi99g and Impaction•ErMroronental She Assessments•Oeosynthetics and Construction OA10C Serving the Construction, Petroleum and Waste Industries KrrB law,Co14s44nsnts Phone 713-892-6373 416 Pkkedng Street,H00StOn,TX T7091 Fax 713-692-8502 w .htshouslon.mm Toe Free 1-800-692-TEST Aff A &III C. MVCW Excellence In Engineering,Consulting,Testing and Inspection H FLEXURAL PROPERTIES OF PLASTICS (ASIM D7901 SUPPORT SPAN - 4-. Flexural 3 point band Inatroa Corporation Series Ix Automated M6tcrials Testing 5ystcm 6.05 Operator raver. K. PMOVANOSAV&W Teat Data. 13 Oct 2009 Sample Idencificatian, SF65Y-34 8arple Typc: ASTM Interface Type: 42/43/4400 Series Machine Paraaxtera of te6t: Sample Race (Pts/aacl : 10.000 Nunidity 14 I: 50 Crvsa.lead Speed 11n/nin 7: .1100 Te9perat"c (deg. F): 71 Dimensions: Spec. 1 Spec. 2 Spec. 3 Spec. 4 Spec. 5 width (in) .53400 .53700 .54000 .53000 .5410C Depth Iin) .24700 .25600 .26300 .27000 .27400 Span (in) 4.0000 4.0000 4.0000 4.0000 4.0000 Out of 5 apecimens. 0 excluded. as I. caanwnca, CORVII0190, amp= aCWKVP IN aVLFVRIC ACID (iO4) POR 1 YEAR Dlsplaaent strain load Strcev Modulus at at At at Of Specimen Yield Yield Yield Yield Elasticity Number (in) (id/irl (lbal (Pei) (Pei) ______________________________________________________________________ 1 .2693 .0249 59.3 10912.0 512074 2 .2490 .0240 62.D 10577.1 509510 3 .2299 .6226 64.0 102a0.a 506524 4 .2452 .0240 70.0 10993.1 S01151 5 .2371 .0244 73.1 10794.2 504429 Msm, .24G1 .0241 65.8 10711.5 504739. Standard Deviation: .0153 .0010 5.9 287.2 4265. Minimum: .2289 .0226 59.3 10210.9 5D1151. Mflxlmum: .2693 .0249 73.2 10993.1 522074. -G4lotechnioeJ Engineodng•Materiels Tesii g and Inspecton•Environmental She Assessments•Oeosynthetirs and Constnld on OAIOC Serving tka Construction,Petroleum and Waste Industries Hlll, Inc.Consu tents Phone 713-692-8373 416 Pickering Sueot,Houston,TX 77091 Fax 713-692-6502 www.htshouston.mm Toll Free 1-SM692-TEST HTS,INC. ff- Exmllence in Englneering,Consulting,TosOng and inspection FLSrURAL PROPSRT16S OF PLASTICS (Al" D190) SVPFORT SPAN . 4'. Fleaural 3 point bend tnatron corporation Series Ix Automated Materials Testing System 6.05 Operator name, K. PHOGANGSAVAR Tent Date: 13 Oct 2009 Sample Identification: 9FSSY3-s Sample Type: ASTM Interface Type: 42/43/4400 Series Machine Parameters of teat: Sample Rate (pta/aecl : 10.000 Humidity 14 ) : 50 [roeanead Speed fin/min 1 : .1100 Temperature (deg. rl : 71 Dimenaioms: Spec. I Spec. 2 Spec. 3 spec. 4 spec. 5 Width (in) .54700 .54800 .529o0 .59100 .54700 Depth (in) .25500 .26400 .2700c .27000 .37200 Span (in) 4.0000 4.0000 4.000L 4.0000 4.0000 Out of 5 specimens, 0 excluded. 9ampla eenm nta, CORV99190, p 1,2 SakX2D �W OA60LIM (100s) FOR 1 YFAR Displment Strain toed Stress Modulus at at at at Of specimen Yield Yield Yield Yield alasticity Number (in) (in/in) (lbs) (psi) (psi) ---------------------------------------------------------------------- 1 .4615 .0447 59.7 9669.7 388374 2 .3975 .0394 60.2 9463.4 391315 3 .2615 .0265 58.4 9069.7 409440 a .3614 .0366 63.0 9407.5 419890 5 .2674 .0273 64.1 9500.5 425683 Mean' .3499 .0349 60.0 9420.2 406814. 6tandard Devi4ti0n: .0450 .0079 2.6 224.0 16511. Minivans .2615 .0265 56.2 9059.7 300374. M im,mr .4615 .0447 64.1 9669.7 425693. •Geotaclnkal Englneedng•Materials Tearing and Inepecdon•EnArormerrW Site Asseea rleMs•Geoaynthetics and Catsbuction QAIQC Serving the Construction, Petrolelan and Waste Industries HM Inc.C44nwltants Phone 713.892-8373 416 Pickering Street,Houston,TX 77091 Fax 713-692-8502 w .htshou.slwxorn Toll Free 1-600-692-TEST HTS,INC. Excellence In Engineering,Consulting,Testing and Inspection FLExURA PROPERTIES OF PLASTICS IASTM D790) SUPPORT SPAT: = 4•. Fleau ral I F.inc bend instron Ccrperatron Series Ix AUComi ced Materials Testing System 6.05 Operacor name. K. PHOUAUUSAVAIlH Test Date: 13 Oct 2009 sample Identification- 9rsm-6 sample Typal ASTM Interface Type: 42/43/4400 series Machine Parameters of test: Sample Rate Ipts/suc) : 10.000 Humidity 14 I! SO Crosshead Speed lin/min ): .1100 Temperature (deg. F)+ 71 Dimensiona: Spec. 1 Spec. 2 Spec. 3 Spec. 4 Spec. 5 Width (in) .55500 .55000 .54200 .54100 .53500 .. Depth (in) .21900 .23800 .22800 .24300 .24000 Span (in) 4.0000 4.0000 4.0000 4.0000 4.0000 out of 5 specimens, 0 excluded. sample comment., CORVE9190, SM L5 GOA= IH VEGETABLE OIL (100%) FOR 1 YEAR Displcrent Strain Load Stress Modulus at at at at Of Specimen Yield Yield Yield Yield Elasticity 1 mber (in) (in/in) Ubs) (psi) (psi) -----------------------_______________________________________________ 1 .alai .0343 52.6 11197.2 5189/8 2 .2862 .02S5 59.9 11534.2 517056 3 .3754 .0321 53.4 11257.7 519230 4 .2572 .0234 59.7 11021.3 S28517 5 .2594 .0241 62.3 11356.5 537799 Mnan, .3193 .0279 57.4 11393.4 524464. Standard Deviation: .0733 .0050 4.2 292.1 8603. Minim3aa: .2572 .0234 52.6 11021.3 517854. MGXIMUM: .4201 .0343 62.3 12797.2 537799. •Geotedmxal Engineering•Materials Tes"and Inspection•EnV[ronnetltat She As88S41 MS•Qeosynthetics and CbnslFucUon QA/QC ServGtg the Construction, Petroletan and Waste Induatrfea HTSI Inc.Cot3aattants Phona 713-692-6373 416 Mcloadng Sttast.Houston.TX T7091 Fax 713-692-8502 4YWVf htSm0I151Ot1 wm Toll Free 1.600.692-TEST HTS,INC. Excellence in Engln"ring,Consulting,7'asring and inspection PL6uRA1. MOPERTIES OF PLASTICS (A . D7901 SOPPORT SPAN - 4-. Flexural 3 point bend Instmn Corporation Serice Ix Autcea Led Materials Testing Systcw 6.05 operator natle: K. PHO'JANWAVLw Test Date: 13 Oct 2009 Sample IdentificerGon: 9T55Y3-7 Ser.:ple Type: ASTM Interface Type: 12/43/4400 Series Machine Parameters of testy Sample Rate Ipts/sccl ! 10.000 Humidity 1 t ) : s0 Croashead Speed lin/min 1 : .1100 Temperature (deg. F): 71 Dimensions! Spec. 1 Spec. 2 Spec. 3 Spec. 4 Spec. 5 Width linl .53eco .5590c .53200 .55c00 .5350D Depth finl .22600 .33600 .24300 .24000 .2510D Span tin) 4.0000 4.0000 4.000D 4.0000 4.00DO out of 5 specimens, 0 excluded. Sample comments, CORVEB190, BFYPI$ SOAKED IN VVTERCA (0.141 FOR 1 YEAR Displcment Strain Load Stress Modulus at at at at Of Specimen Yield Yield Yield Yield elaaticity Number (in) (ie/in) llbs) [psi) (psi) 1 4076 .0345 52.2 11430.2 524003 2 .4083 .0361 59.6 11489.7 515952 3 .37a7 -0146 61.6 11321.0 519941 4 .2722 .0253 61.2 10556.9 512123 5 .2665 .0251 61.0 10962.3 516467 Mean, .3461 .0311 59.1 11195.8 517199. Standard Devlaticn: .0716 .00S4 3.9 312.2 4333. minimum: .2665 .0251 52.2 1OB56.9 512623, Ma iaatu: .4093 .0341 61.6 11459.7 924003. •GeotecMlral Enginee ft•Mlderiah Too"ems Inspecdon•ErMmnmerMal Site Assessments•Geoeynt laths end Gonstnxilon OA QC Serving the C*nsbucl14911e Pobvieam9 and Waste Induslri6a HTS,Inc.Consuttatnte Phone 713-892-8373 416 Ploke"Street Houston,TX 77091 Fax 713-692-8502 w .hlshouslm.com Toll Free 1-9W-692-TEST Excellence In Engineering,Consulting,resting and Inspection HTS,INC. FLExvRAL PROPERTIES OF PLASTICS (ASTM D7901 a SUPPORT SPAN - 4•. Plexural 3 point band Inatron Corporation Series ix Autocated Materiels Testing System 6.05 operator name: K. PHOOANOSAVANH Teat Date: 13 Oct 2009 Semple Identification: 9F55Y3-0 8anple 'type: ABTM Interface Type: 43/43/440D Series Machine Parameters of tact: Sample Rate (pt./sec) : 13.000 Humidity ( 4 1 : 50 Crosabead Speed (in/min ) : .1100 Temperature (deg. F): 71 Dimensions: Spec. 1 Spec. 2 Spec. 3 Spec. 4 Spec. 5 width lint .S4900 .SSB00 .SSE00 .561oc .56,00 Depth (in] .22000 .23100 .2430D .25200 .25600 Span (in) 4.0000 4.0000 4.0000 4.0000 4.0000 out of 5 specimens, 0 excluded. 8ampla Comments, MRV 0190, SAMPLE SOPAKU IN SOAP (0.it) FOR 1 YEAA Displcment Strain Load Stress Modulus at at at at Of specimen Yield Yield Yield Yield ElaBtioity Number (inl (in/in) (lbel (poll (pei) ------------------------------_......._------------______________ .4946 .0408 49.7 11231.5 513201 2 .2919 .0253 56.5 11393.3 526980 3 .2663 .0243 SPA 10613.0 520414 4 .266E .0252 06.2 11149-2 522294 5 .2664 .0266 69.6 11391.E 520940 Mean: .3172 .O2a2 60.1 11195.8 522367, Standard Deviation: .0998 .0070 7.6 239.4 6174. M1nirmlm: .2663 .0343 49.7 10E13.0 513201. Mexivam:: .4946 .040E 69.6 11393.3 52894a. •Gectactnical Engineering•Materiels Testing end Inspection•Environmental Site Assessrnents•aeosynthellos and Construction OA/OC Serving tiro Construction,Petroleum and Wants Industries KM toe.C4ansattante Phone 713.992-a373 416 Pickering Street,Houston,TX T7091 Fax 713.692-6502 www.htshousion.com Tdl Free 1-600-692-TEST HTS,INC. Excellence in Eng/needng,Consulting,Testing and Inspection FlZrJRA. PROPERTIES OF PLASTICS (ASTM D7901 SUPPORT SPAN c 1'. Flexural 3 point bend /natrcn Corporation Series IX Automated Materials Teating System 6.05 Operator name: K. PHOUAMSAVANH Teat Date: 13 Oct 2009 Sample Identification; 9F55Y3-9 Sample Type, ASTV, Intariace Type: 42/43/4400 SeC es Machine Daraeatera of :eat: Sample Rate (pts/.ecl : 10.000 Humidity ( t 1: 50 crosahaad speed (in/min 1 : .1100 Temperature (deg. F) , 71 Dimensions: Spec. 1 spec. 2 Spec. 3 Spae. 4 Spec. 5 Midth (in) .55600 .55700 .55700 .55300 .55000 Depth (in) .22500 .23900 .24700 .25200 .2S900 Span lin) 4.0000 4.0000 4.0000 4.0000 4.0000 Out of S apecimene. 0 excluded. Sample comments: CORVE6190. SAMPLE SOAIIO:D IN NITRIC ACID (it) FOR 1 YEAR Displcment Strain Load Stress Modulus at at at at Of specimen Yield Yield yield Yield Elasticity Number (inl (in/in) (Ibal (pill (pail .........._--------------_______________________ 1 .2904 .0245 52.4 1116S.5 527440 2 .3043 .0272 51.2 11644.1 5160a9 3 .2757 .0265 63.1 11149.3 622900 4 .4113 .0305 64.7 11049.1 529254 5 .2298 .0222 62.5 10251.2 519504 Mean: .3023 .0277 60.0 11051.6 523437. Standard D latimn: .0671 .0065 4.0 501.5 4e53. Minimum, .2292 .0222 S2.4 10251.2 516009. Maximum: .4113 .0399 64.7 11644.1 529254. •GeoWmlcal Engtnoering•Matotlala Tbeft and Inapecdoll•P_mlrorvneruat S8e Aeaeeemerda•Geosymhet=and Construction OA10C Serving the Constn6etlon,Pabro eum and Waste Induodels HTS,lnc.Consulteerts Phone 713-692-8373 416 Pickering Street,Houston,TX 77091 Fax 713-692-8502 www.htsllouston.com Tall Free 1-800-692-TEST HTS,rNC. Excellence In Engineering,Consulting,Testing and Inspection FLEXURAL PROPERTIES OF PLASTICS (ASTN D790) SUPPMT SPAN = 4•. Flemarel 3 point band matron Corpara tion Series Ix Automated Materials Testing system 6.05 Operator name: K. PHODAIMSAVANN Test Date: 13 C9t 2009 Sample Identification: IrSSY310 Sample Type! ASTM interface Type: 42/43/4400 Series Machine Psremetery of teat: Sample Rate ipta/secl , 10.000 humidity I t ): - 50 Crosshead speed (in/min I : .1100 Temperature (deg. F) : 7- Dimensions, Spec. 1 Spec. 2 Spec, 3 Spec. 4 Spec, 5 Width (Inn .SS20C .55400 .54600 .55500 .55300 Depth (in; .21600 .22400 .23300 .24000 .24400 Span (in) 4.0000 4.0000 4.0000 4.0000 4.0000 Out of 5 Specir-era. 0 excluded. Sample comments: clurrs'90, ShzmMD SOAKED IN SULFURIC ACID (541 FOR 1 YeAR DSspl event Strain Load Serena ,4odulus at at at at Of Specimen Yield Yield Yield Yield Elasticity Number (in) (in/in) (1be) (pail (pail ---------------------------------------------------------------------- 1 .5332 .0424 49.S 115275 507165 2 .4017 .0337 51.7 11159.3 523960 3 .3063 .0338 53.9 10996.1 510974 4 .2945 .0256 59.3 11135.5 507884 5 .3532 .0323 60.S 11032.9 526924 Mean, .3999 .0336 S5.0 111SO.3 515381. Standard Deviation: .0070 .0060 4.9 236.0 9364. Minimum: .2e40 .0256 49.S 10596.1 507165. M Jrm'm: .5232 .0424 60.5 11527.5 526924. •Geoteohntcal Engineering•Materials Tasting and Inspection•Erwlrorxnemal Site Assecsnletns•Caosyntha9cs and Con6trltetlOn CLAIM Ser4fin9 the Construction. Petroleum and Waste Industries ZITS lil Cuuwltanlr,luc. W.W.,tOnnq yhel I lLHUWn IA "I'll I ,.. , � Ir . .....:L+�I;gwu.u.ulti,nl�.uv. Ii,II� rI. + ,�� i, II '.I "WS7 December 10, 2015 Interplaslic Coilloraticm 1liermoset Resins Division 2015 Northeast Biclo lway Street Minneapolis, Mimxsota 55413-4235 Attic Mi. Jason Schiro Re: Salaple No. CORVE 8190/CORVE 8191 111,000 (lour Final Report ASTM D 2990 Flexural Creep Test Repul No. ICF458.001 Dear Mr. Schiro: Please find attached the final 10,000 hour Flexural Creep iert reporis. I have also attached our invoice for perfonning this service N'c apprecialc the opl'lontinily to work with you. II you have any questions or cnnunents, please call. Thank you very much Silkcrcly. 11TS Pipe Consultants, Inc. Rick Eastwood Vice President Serving the Pipe Rehabilitatlon Industry HTS,,nr. IITS Pipe Consultants, Inc. Jth Vidc,ing.I lon•len,'1 r u.774191 1,1:17 1311n3.9)7! I.n:47131 rvi agl FLEXURAL CREEP ASTM D2990 Soo= JC9W - -- 'C 100 1000 tQCO TIME(HRS) Project\anu. Irad I'e171petAo : 71'1 hojrcl No.: I eh Ilmnidil,: SOP. \pttinlcn(Wage I.cnGlh: J 0" F.orpir lU N. COFI$.1loax ORI'6d141 S1rx..: 17!e P4 11 I S Itcpol ll: 1(FJfy.l791 HTS ReporV ICF458.001 Sampla ID. CORVESISOICORVE8191 Spec#1 Site$$:2750 psi Spec#2 SVoss:2750 psi Smc#3 S"ss:2750 psi TNckness:0265' Wn9h:0,548' Thickness:0.243` WON 0,657' ThIckmss 0.280' Widih:0.507' TIME(HRS) Modulus(psi) TIME(HRS) Modulus(psi TIME(HRS) Modulus(psi 0.02 452213 0.02 473015 0.02 461622 0.10 437W3 0.10 462658 0,10 454189 0,20 432390 0.20 451771 0.20 _ 451282 0.50 424432 0.50 438638 0.50 433926 1 420562 1 436103 1 429302 2 416761 2 432075 2 428059 5 412414 5 430504 5 419096 20 402223 20 419143 20 408178 50 394764 50 407816 50 403507 100 389212 100 402375 100 397816 196 381170 106 391928 196 391195 500 368973 500 380080 500 377074 700 364118 700 3767M 700 372591 1004 360795 1004 373032 1004 367254 2012 352971 2012 300955 2012 358644 3000 349406 3000 357563 3000 356125 4005 344620 4005 351729 4005 350610 5013 339545 W13 346877 5013 346075 6000 338245 6000 343320 6000 341064 7005 330220 7005 337943 7005 336176 7996 327491 7995 335316 7998 333000 9000 325564 9000 332727 9000 331040 10004 324039 10004 331266 I0004 329499 HTS Rep0111CF45e.00I Semple lD CORVE81907CORVG8191 i Sac#Q Slrcss:2750 psi DC/(Sp 5 Slross:2750 psl Thkk0ess:0.258' Width:0,53' Thkkmss:0,258' Wie1h:0524' ! TIME(HRS) Modulus(psi) TIME(HR51 Modulw(psi) D.Oz 4547e0 O.D2 49e883 0.10 440679 0.10 494326 i 0.20 437269 0.20 489222 0.50 433951 0.50 482577 i 1 431317 1 480131 2 427425 2 474520 5 426144 5 469314 10 416161 20 457110 50 408054 50 446915 i 100 400335 100 440679 79 198 2052 196 430683 500 ]70997 Soo 416161 ]00 374984 700 410748 1004 370584 1004 408054 1072 361626 2012 797881 7000 359795 30M 389367 4005 355297 4005 381625 5013 349618 5013 779997 6000 343697 8000 374490 i 7005 336378 7005 3eeesl � 7996 335582 7998 784875 9000 733812 9000 381828 i 380151 1OD04 332053 ID004 HTS,uac. IJTS Pipe Consultants, 111c. 4241 Pichninp.IInu.l oo, I na,771W I I r1:(713I h'11.1117.1 1:n:1711)611 M W 1 FLEXURAL CREEP ASTM D2990 - l r 04500 ti �n i os000 J o Shoo 0 )o uo 00o cro ooaer. TIME (HRS( hojecl\11me: -I-eved Tr,nIm.111v c: 71'1 I'n1jnl.Co.: LA,llonlidill: 50'. spccimai(aGr 1 4.0- �.iwgde II)%u.: CORIW819WCORPF8191 NO rce 17W 1y1 1111 Ilcpor10; 1(*f45&001 RTS ReppN ICP458.001 Samplo ID CORVE81WICORVE8191 Spec#7 SVess:2750 psi Spec#2 Stress:2750 psi Soecb 3 Suess-2750 psi Thickness:0.265' Width:0.545' Thickness:0.243' Width:0.557' Thickness:0.260" Width:0.50r TIME MRS) Slnln(%) TIME(NRS) SValn(%) TIME(NRS) SVeln(%) 0.02 0.6072 0.02 0.5814 0.02 0.5957 0.10 0.6281 0.10 0,5941 0.10 0,W55 0.20 0.6360 0.20 0,6087 0.20 0.6094 0.50 0,6479 0.50 0.6209 0.50 0,6338 1 0,6539 1 0.6305 1 0.8406 2 06599 2 0.0351 2 0.6455 5 0.6668 5 0.6388 5 0.6562 20 OM37 20 0,6581 20 0.6737 50 0.8966 50 0,6743 60 0,8815 100 0.7066 100 0.6834 100 0,6913 196 07215 198 0.7017 196 0,7030 500 0.7453 Soo 0,7235 S00 0.7293 700 0.7553 700 0.7299 700 0.7381 1004 0.7622 1004 0.7372 1004 0.7488 2012 0.7791 2012 0.7818 2012 0,7684 3000 0.7871 3000 0.7691 3000 0.7722 4005 0.798 4005 0.7819 4005 0.7839 5013 0.8099 6013 0.7928 5013 0,7946 6000 0.8170 6000 0 8010 8000 0.11083 7005 0.0325 7005 0.8137 7005 0.518 ! 7996 0,0397 7996 0,8201 7996 0.8258 9000 0.8447 9000 0.8265 9000 0.5307 WON 0.8487 10004 0.6301 10004 0.8346 I HTS Hepo6 ICF458.001 Semple ID. CORVEeI907CORVEe191 S00W4 Stress:2750 psi $OCWS Sbess:2750 ps1 Thickness:0258' Width:0.543- Thickness 0,258' Width:O524" TIME(HRS) St,-In(%) TIME(HRS) Stmin 1%) 0.02 0.6047 0.02 0,5515 0.10 0.6240 0.10 0.5563 0,20 0.6288 020 0.5621 0.50 0,6337 0,50 0.5699 1 0.6376 1 0.5728 2 0,8434 2 0.5795 5 0_6157 5 0.5853 20 0.6608 20 0,6008 50 0.6773 50 0,6153 100 0.6869 100 06240 196 0.7014 196 0.63W So0 0.7237 S00 06608 700 0.7334 700 0,6695 1004 0,7421 1004 0.6773 2012 0.7605 2012 0.6985 3000 0.7643 3000 0,7063 4005 0.774 4005 0.715 5013 0.7886 6013 0.1237 6000 0.8001 6000 0.T343 7W5 0.8127 7005 0.7459 7696 0.8195 7996 0.7537 9000 0.8243 8000 0,7605 IOOOa 0.6282 10004 0.7634 I I HTS HTS Pipe Consultants, Inc. 420 Pm LrnaO.Ileeslee.Texas"091 T.11-13101-M73 Fia1>1311124bW FLEXURAL CREEP (ASTM D2990) rapppD 800000 — _ 1 1 i aO000J �—` a rn a -------------- ------------- ass, O 30000o -- ,� i 700000 loom — — - G.02 O30 200 2000 Now ;MIC GC 20000 00 200000 00 TIME(HRS) as m Ism Project♦."; Nfodulro- 308.832 psl(anteapolatad to 50 years) Te.1 Tempcnrnre 71•o Re13on Der D"ember 15.2015 •'.Rtusoe0-66.0 Lab...wi-, Ilumidin : SOY. Samplt ID\o.: CORVE81901CORVE8191T(Ave-Speusal-5) Lim from Lab last data S pnsmee Carr Lrn-ta a.D' HTS Rcperlf: JCFJSt OOj - _ _ Lbse from Ilrlear artrapojation Stms 2.750 psi CONTRACTOR'S SWORN STATEMENT AND WARRANTY REGARDING CONTINUING INSURANCE OBLIGATIONS Sancon Technolgoies, Inc. FROM: pRojEcr. FY 20/21 Sewer Lining Project (contr.dc.Nana) 5841 Engineer Drive (street Aadaeas) Huntington Beach, CA 92649 (uh,sole and rip) TO: CITY OF HUNTINGTON BEACH DECLARATION AtddRd hereW Is a wm and twat copy or the c ni"Cerorulte or lnsuance aw Additional roared b owsarr nt Q 2010 1185, which Certificate compiles with the kwh wm relouninents of the contract by and between the City of Mrnini llesc h(`IMy)and Vie abw iar ed Contractor('Cnntrndon for the aba rdesabea pro)ea CPro)e¢7. I dedam hider penalty of paxry under fhe Ion of the State of CabloMa that the above staterwt is true and tmect Sigedp April26th 2021at Huntington Beach California (Dana) (city,state) Z _ (Sign or ln*A I Who is Ma6 Dedaratbn) WARRANTY Oxtrados hereby warrais and apes ID rnaahhin ProtAxU asd Cwoeted 0prabo irarmwe h wnphv with dw aestsrana rdatkeroat5 d fhe CaRaa Ax lfle Prged. Said buura shall be mok% ned ttrouph and urili the im0 aft of as w'arantles prwtded try Contractor. Said ietrarhee ghat mntaln AdAboral Irhsued EYdorser+hen[CG 2010 1185,narthg CRy m au additional hPoed. Contractor sha4 supply to City,nn at kart an weal bags,a Certificate or insurance and the aforemeiloned FnWm max evidarc v mntmed overage wthidh meets the contract mwcivets. Sigrxa a, April 26th zJ at Huntington Beach CA (Date) (City,State) Com"tACTOR: Sdncon Technologies. Inc by Name Lhade2 arsons Tda:Pea,ae.n nsos� , AC RO U® CERTIFICATE OF LIABILITY INSURANCE °ATE'LLsaDD YYY, 040.60.02/ THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES j BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: It the certificate holder Is an ADDITIONAL INSURED,the pollcy(los)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the forms and conditions of the policy,certain policles may require an endorsement. A Statement on this certificate does not confor rights to the certificate holder In lieu of such ondorsomonl(s). PRODUCER CONTACT Pamela Pauline NAME: Poms&Associates Insurance Brokers PHONE (800)578 8802 FAX No: (810)449-9321 CA License$00614 132 1A°DPM less: PPaulinOjnpamsasscawm 5700 Con aAw "DO � GB INSUREfl$ AFFORDINGCOVERAGE NAICA Woodland Hills CA 91367 INSURERA: Admiral Insurance 2.4856 INSURED INSURER : Ubony Mutual Insurance Company 23043 Sancen Technologies,Irec. INSURER C: Midwest Employers Casualty Company 23612 5841 Engineer Drive INSURER D: LNSUHEN E: I lunlinOton Beach CA 92649 INSURER F: COVERAGES CERTIFICATE NUMBER: 20-21 GLIAU/XSAVC REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO T11E INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTIMT HSTANDING ANY REQUIREM.ENT•-I ER M OR CONDITION OF ANY CONTRACT OR OI HER DOCUMENT KIT H RESPECT TO WHICH THIS CERTIFICATE I BE ISSUED OR MAY PERTAIN,THE:INSURANCE AFFORDED BY TICE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE.TERMS, EXCLLISIONSAND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSH ADOL SUBS rypF.Of VrSURANLE FOLIC EFF POLICY EMP LIMITS lift 0 POLICYNUMBER IANIOD MMIDOrYYYY CO..AMERLIAL GENERAL LIABILITY 1.000.000 _ EACH OCCURRENCE 5 CWVSAIADEOCCUR PREMISES Eo xaarenco S 100,000 INED EXP Am,me Torreon) 5 10,000 A Y FEIECC22.81004 10/01/2020 1010112.021 p11RSCNAL a AW INJURY 5 1,000,000 CF.NLAGGREGATE WAIT AFVUFS PER: GENERALAGGREGATF. 5 2,000.000 POLICY ©FCT LOC PRODUCTS-COMPAVPAGO S 2,000,000 OTHER: 5 AUTOMOBILE LIABILITY F.NAINOeN GLE LIMIT 1 1.000.000 X ANYAUTO POORLY NJURY(FarpeOm) 5 B OVNED WHETS,FO BAW2156177090 10/01/2020 1010IM21 DOOnY INJURY(Per sccld.no 5 AUTOSONLY AUTOS HIRED NOND'ANED PROPERTY DAMAOl: 5 AUTOS ONLY AUTOS ONLY APPROVED AS TO FO M Per acdeam s UMBRELLA LIAO X IXXa1R EACH OCCURRENCE S 10,000,000 A X EXCESSLIAS GAIMS.MADE FEIEX52 YR4AEL E. GATE tL 1rz02a 10)01/2025 AGGNEwTF s 10.000.000 OLD HEIENNGN 5 CITY ATTORNEY I s WORKERS COMPENSATION CITY OF HUNTINOTON BEACH X PER IN AND EMPLOYERS'LIADILITY STAR UIF: EN YIN 1 000,000 ANY PRR.TAEM EREXCL EXCLUDED? E.L.EACH nCGOENI 5 L Mends HAtEMDH) EXCLIAF.W a NIA Y BNUW(:0152392 10/01l2020 10/0117021 — IMandnorylnNH) EL DISGSE�EAELIPlOYEF. $ 1,000,000 Ines.daalbpultbr 1,000,000 DESCRIPTIONOFOPERATIONSW. EA.DISEASE-PCUCY LIMIT 5 DESCRIPTION OF OPERATIONS I LOCAMNS I VEHICLE$ (ACORD 101.Addlllanal Hamad"Schedule.may be attached a more space h reRWred) RE:Project FY 20121 Sower Lining The City of Huntington Beach.ils officers,elected and appointed officials,employees,agents,and volunteers are Included as Additional Insured.Said Insurance is Primary Non Contributory,Waiver of Subrogation for the Yorkers Camp applies in favor of same entities,Endorsements per attached. CanceKnllon Provision else Enclosed. (30)Day Notice of Cancellation,(10)Day Notice for Non-Pay of Premium CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN City of Huntington Reach ACCORDANCE WITH THE POLICY PROVISIONS. 2000 Main Street AUTHORIZED REPRESENTATIVE Huntington Beach CA 92048 L719BB-2015 ACORD CORPORATION. All rights rosorvod. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD Sancon Technologies, Inc. Endorsement Number: 56 AOM1A2MV` Additional Insured — Owners, Lessees or Contractors — Completed Operations 'Ibis endorsement, effective 10/12020 attaches to and I'ornls it part of Policy Number PGI-ECC-22810-04. 't'his endorsement changes the Policy. Please read it carefully. This endoisenwnt nuxfifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name mud Address of Person or Organization: The City of limltington Beach Its Officers, Elected or Appointed Officials, Employees, Agents, Volunteers ✓/ 2000 Main Street Huntington Beach, CA 92648 Locution And Description of Completed Operations: Additional Premium: $Applicf (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) Section 11—Who Is An Insured is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of"your work"at the location designated and described in the schedule of this endorsement pefornled for that insured and included in the"products- completed operations hazard". CG 20 37 10 01 Copyright,ISO Properties,Inc.,2000 Sancon Technologies, Inc. Endorsement Number: 57 AUM/pAt FdtL1T I Additional Insured — Owners, Lessees or Contractors — Scheduled Person or Organization I This endorsement,effective 10/1/2020 attaches to and forms a part of Policy Number I'EI-ECC-22810-04.Alis endorsement changes the Policy. Please read it cardbily. In consideration of an additional premium of. A p plied this endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SO 11"DULF, Name and Address of Person or Organization: The City of Iduntinglon Beach [is Officers, B.lected of Appointed Officials, Employees, Agents, Volunteers 2000 Main Street Huntington Beach, CA 92648 (If no enny appears above, information required to complete this cndosentenl will be shown in the Declarations its applicable to this eudoisunent.) A. Section I I—Who is An Insured is amended to Include as an insnl'ed the pcison oi organization shown in the Schedule, hilt only with respect to liability arising out ofyour ongoing operations performed for that insured. B. With respect to the insm1lnce Afforded to these additional insureds, the following exclusion is added: 2. Exclusions This insurance does not apply to"bodily injury„or"propely damage'occurring after: (1) All work, including materials, parts or equipment furnished in connection %vith such work,on the project(other thaw sell icc, maintenance or repairs)to be performed by or on behall'of the additional insured(s)At the site of the covered operations has been completed or (2) That poilion of"your work"out of which the injury or damage arises has been put to its intended use by flay person of organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same,project. CG 20 10 10 01 0 ISO Propeies,Inc.,2000 Sancon Technolooies, Inc. Endorsement Number: 16 AOMlBAL fe:..�;' Automatic Primary and Non-Contributory Insurance Endorsement Designated Work Or Project(s) This endorsement, effective 10/01/2020 attaches to and forms a part of Policy Number PHI-ECC-22810-04. This endorsement changes the Policy. Please read it carefully. This endorsement modifies insurance provided under the Coverage Part(s) indicated below: COMMERCIAL GENERAL LIABILITY COVERAGE, CONTRACTOIts POLLUTION LIABILITY COVERAGE, SCI RA)Ulie, Name of Person or Organization: Any person(s)or organization(s) whom the Named Insured agrees, in a written contract, to provide Primal), and/or Non-contributory status of this insurance. However, this status gists only for the project specified in that contract. In consideration of nn additional pr.Cmiunl of A plied and notwithstanding anything contained in this,Irolicy i the contrary, it is hereby agreed that this policy shall be caisidcrod primary to ny similar insurance held by third parties in respect to work perfoHned by i under any writ(cn contract ld agreement with such third party. Il is further agreed that any other insurance which the person(s) or organization(s) named in the schedule may have is excess and nou- contibol�a}• io this insurance. ECC-548-0317 Sancon Technologies, Inc. Endorsement Number: 1 1 AUMI8 Cam':tY' Common Policy Conditions Endorsement I This endorsement, effective 10/01/2019 alteches to and forms a part of Poficy Nuulbcr ITIBX52281103. This endorsement changes the Policy. Please read it Carefully. I In consideration of the premium charged, and notwithstanding anything contained in this policy to the contrary, it is hereby agreed that all coverage parts j included in Ihis policy are subject to the following conditions: I A. CANCh.LLATION I I The named insured may cancel this policy by mailing to the Company written notice stating when thereafter such cancellation shalt become effective.The Company may cancel this policy by mailing to the mmned insured, at the mailing address specified the Declarations, written notice stating when lint less than thirty (30)days thereafter such cancellation shall become effective, except in the event of the named insmed's nonpayment of picnliunl, not less than ten (10) days advance notice of cancellation Shall be given. The mailing o1'police as aforesaid, shall be sufficient proof orcidler party's intent to cuucel. 'file, effective date of cancellation specified in such notice shall terminate this police period. Delivery of such notice shall be equivalent to mailing. If the named insrlrerl cancels, the corned premium shall be computed in accordance with the castolllary short rate table. If the Company cancels, the earned prcnliunl shall he computed pro nda. The Company will tender any return premium subject to retaining a minimmn earned premium equal to 25% or the amount specified in the Declarations. Premium adjustment nlav be made either at the time cancellation is effective or as soon as practicable thereafter, but tender of the unearned premium or return of this policy,shall not be conditions precedent to cancellation hereunder. B. CHANGES No provision of this policy may be amended, waived or otherwise changed, except by endorsement hereto. EXS-211-0712 • POLICY NUMBER: BNUWC0152392 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 04 03 06 (Ed. 04-84) WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT CALIFORNIA (Blanket) We have the right to recover our payments from anyone liable for an injury covered by this policy.We will not enforce our right against the person or organization named In the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) You must maintain payroll records accurately segregating the remuneration of your employees while engaged in the work described in the Schedule. The additional premium for this endorsement shall be 0.020000 %of the California workers'compensation premium otherwise due on such remuneration. Schedule State Description CA Any party with whom the insured agrees to waive subrogation In a written contract. This endorsement changes the policy to which it is attached and is effective on the date Issued unless otherwise stated. (The informatlon below is required only when this endorsoment is issued subsequent to preparation of the policy.) Endorsement Effective Date: Policy Number: BNUWC0152392 Endorsement No.: Insured Name: Insurance Company: Midwest Employers Casualty Company Countersigned Dy �� "` ��� City Of Huntington Beach Business License Business Name/Service Address License Number A257764 SANCON TECHNOLOGIES INC 5841 ENGINEER HUNTINGTON BEACH ` '�'' "' R<`. •license Type Effective Date 08101/2020 Contractor Expiration Date 0 7/3 112 0 2 1 OwnerfCorporation �''•� ��^'� r SANCON TECHNOLGIES INC , Amount Paid $105.50 THIS LICENSE IS ONLY FOR THE BUSINESS AND TYPE SHOWN. IT IS FOR THE PERSON TO WHOM ISSUED AND IS NON-TRANSFERABLE.RENEWAL IS SIC 8711 DUE ON OR BEFORE THE EXPIRATION DATE. POST IN PUBLIC VIEW i I PERFORMANCE BOND NUMBER : 1087214 KNOW ALL PERSONS BY THESE PRESENTS: WHEREAS,City of Huntington Beach(hereafter referred to as'City')has,by written agreement dated i ,20_,entered into a contract with Sancon Technologies, Inc. i 5841 ENGINEER DR HB,CA 92649 l (name and address of Contractor) (hereinafter referred to as'Principal'),for performance of the work described as follows: FY 20/21 Sewer Lining Project (Project Title) WHEREAS, said contract, and an documents referenced therein (nereinafler collectively 'Contract'), are incorporated herein by this reference made a part hereof as though set forth herein in full;and Said Principal is required under the terms of the Contract to furnish a bond guaranteeing the prompt, full and faithful performance of said Contract, by a duly admitted surety insurer under the laws of the Slate of California(hereinafter referred to as"Surety'): and I Surety is certified and listed in the U.S. Department of the Treasury Circular 570. and has provided proof of sufficient bonding limitations as shown in said circular to provide bonds in the amount required by said Contract; and Surety has provided financial strength ratings from reputable companies,such as from A.M. Best.Moody's,or . Standard 8 Peer's,to validate that Surety has positive ratings of being secure or Stable;and Surety is registered and listed with the California Department of Insurance, ; NOW,THEREFOREE�we,the ndersi red, s Pnnci al,and HanoverYnsura�ce rompan� (name and a dress of Surety) as Surety,are held and firmly bound unto C in the penal sum of Seven undyed One Thousand Nine iry undred Efghty EIght an40/100 Dollars ($ 701 988 40 ),this amount being not less than one hundred percent of the price set forth in the Contract.In lawful money of the United States,for the payment of which sum,well and truly to be made, we bind ourselves,our heirs,executors, administrators and successors,jointly and severally,firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH THAT if the Principal shall promptly,fully and faithfully perform each and all of the covenants,obligations and things to be done and performed by the Principal in ' strict accordance with the terns of the Contract as said contract may be altered,amended or modified from time to time;and if the Principal shall indemnify and save harmless City and all of City's officers,agents and employees(hereinafter collectively referred to as"Obligees)fromany and all losses,liability and damages, claims,Judgments, slop notices, fees and costs of every description,whether imposed by law or in equity, which may be incurred by the Obligees by reason of the failure or default on the part of the Principal in the performance of any or all of the terms or the obligations of the Contract,including all alterations,amendments and modifications thereto,and any warranties or guarantees required thereunder,then this obligation shall be void; otherwise, it shall be and shall remain in full force and effect. Surety stipulates and agrees,for value received,that no adjustment of the time or price in the Contract or any alteration,change, deletion, addition or other modification to the Contract, or the work to be performed thereunder,shall in any way affect, limit, restrict,impair or release the obligations of the Surety under this Bond. Surety waives notice of any adjustment of contract or contract price,and any other alteration,change, deletion,addition or other modification to the Contract, or the work to be performed thereunder,and agrees i I sA58411 n n4 Surety stipulates and agrees,for value received,that no change,extension of time,alteration, addition or modification to the terms of the Contract, or any contract document or any work to be performed thereunder,whether made after notice or not,shall in any way affect, impair or release the obligations of Surety under this bond. Surety hereby waives notice of any such change, extension of time,alteration,addition,or modification to the terms of the Contract, the contract r documents or the work thereunder. Surety also waives the provisions of California Civil Code§§ j 2845 and 2849. IN WITNESS WHEREOF,each party represents and warrants that this instrument has been duly executed by Principal and Surety, on the date set forth below,that the name of each corporate party being affixed hereto is such partyrs proper legal name and that the individuals signing this instrument have been duly authorized pursuant to the authority of its governing body. Surety,by execution of this bond,waives any defense which Surety has or may have by reason of any failure of the Principal to execute or property execute this bond. i Dated: APRIL 26, 2021 ATTEST (Corporate Seal) (P ncipal ame) By: �sr! Name: ar es Parsons Title:President ATTEST Hanover Insurance Company (Corporate Seal) (Surety N 7) By: Name: Ichae n n (Signature o uomey-In-Fact for Smety) (Attach Attorney-in-Fact Cedificate) (L13-015-3808 (Area Code d Telephone Number for Surety) I APPROVED AS Tf M: i Bv- M16tael E.Gales, ity trorney C I Note: This bond must be executed in duplicate and dated,off signatures must be notarized. and evidence of the authority,of any person signing as atiomey-intact must be attached. PAYh1ENT BOND Page 2 of 2 1545841117357 Notary Acknowledgment z A rotary Pubes or other officer�P� d'is gcegrtirigte verifies only the.der�tY of� �� aCacred, arrdnrrot the document to which this tect that doamrent- tiuthfutrless, acwracy,or vafidfiY STATE OF CALIFORNIAIF W COUN� OF GELES— A �((Notary Public, personally On " I L 20. before me, G pezred R- at) tan9an who proved to me on the basis of satisfactory evidence to be the Person(g) whose names) slain subscribed to the within instrument and acknowledged to authorized capacity(169)' and that by tir, executed uteri me that he1RhGmW executed the same i , oisllwn�upon behalf of which the person acted, executed signab�re(S) on the trlsti'urnent the person(s). or the entity the insttumert der the taws of the State of California that the foregoing Paragraph I certify under PENALTY OF PERJURY un is true arld RICHARI)4 AGUILAR ,carry vuclic-ratitomia WETNESS my ha and official seal. Ln Mge;es ComrtY _ n it 2264986 r Ky Comm.FspveS Otc 6,r➢zz 51¢r,ID/e at Nowt'Pubic f OPTIONAL Though rile In(onnaUOn OCIOw is not required Dy jaw, it may prove vatuarie to persons relying on me documertl i removal and reattachment and could Prevent lrauduent DESCRIPTION OF ATTACHED DOCUMENT CAPACITY CLAIMED BY SIGNER 0 Ind'ividue) 0 Corporate Cfffimr Tede a Type of ooa+nerr TOIe(S) _ 0 Pa bwn s) 0 limited phunber of Pages n Germs 0 A=mey4n-Fad Cate of Doaanert 0 Trustl*s) o Guard'enlCarservator 0 Odw. Signer is reprff• Nang of parsdr<s)Or EWIC') gy (s)ottrer Tr=Named Ao'R THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA POWER OF ATTORNEY THIS Power of Attorney limits the acts of those named herein,and they have no authority to bind the Company except in the manner and to the extent herein stated. KNOW ALL PERSONS BY THESE PRESENTS: ThatTHE HANOVER INSURANCE COMPANY and MASSACHUSETTS BAY INSURANCE COMPANY,both being corporations organized and existing under the laws of the State of New Hampshire,and CITIZENS INSURANCE COMPANY OF AMERICA,a corporation organized and existing under the laws of the State of Michigan,(hereinafter individually and collectively the*Company)does hereby constitute and appoint, Michael R.Langan Of Michael Rushing Langan of Pasadena,CA each individually,if there be more than one named,as its true and lawful attorney(s)-in-fact to sign, execute, seal, acknowledge and deliver for, and on its behalf,and as its act and deed any place within the United States, any and all surety bonds, recognizances, undertakings, or other surety obligations. The execution of such surety bonds, recognizances, undertakings or surety obligations, in pursuance of these presents,shall be as binding upon the Company as if they had been duly signed by the president and attested by the secretary of thn Company,in their own proper persons.Provided however,that this powerof attorney limits the acts of those named herein;and they have no authority tc bind the Company except in the manner stated and to the extent of any limitation stated below: Any such obligations in the United States,not to exceed Twenty Million and No1100(E20,000,000)in any single instance That this power is made and executed pursuant to the authority of the following Resolutions passed by the Board of Directors of said Company,and said Resolutions remain in full force and effect: RESOLVED: That the President or any Vice President, in conjunction with any Vice President, be and they hereby are authorized and empowered to appoint Attorneys-in-fact of the Company,in its name and as it acts,to execute and acknowledge for and on its behalf as surety, any and all bonds,recognizances,contracts of indemnity,waivers of citation and all other writings obligatory in the nature thereof,with powerto attach thereto the seal of the Company.Any such writings so executed by such Attorneys-in-fact shall be binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons. RESOLVED:That any and all Powers of Attorney and Certified Copies ofsuch Powers of Attorney and certification in respect thereto,granted and executed by the President or Vice President in conjunction with any Vice President of the Company,shallbe binding onthe Company to the same extent as if all signatures therein were manually affixed,even though one or more of any such signatures thereon may be facsimile. (Adopted October 7, 1981—The Hanover Insurance Company;Adopted April 14, 1982—Massachusetts Bay Insurance Company;Adopted September 7,2001 —Citizens Insurance Company of America) IN WITNESS WHEREOF,THE HANOVER INSURANCE COMPANY,MASSACHUSETTS BAY INSURANCE COMPANY and CITIZENS INSURANCE COMPANY OF AMERICA have caused these presents to be sealed with their respective corporate seals,duly attested by two Vice Presidents,this 23r0 day of August,2018. TM Harwrar Inzurame CompaM iM I"—,lnzuranca cwnpatq Massachrsetls eay Ins�a�e eompanT nazsachusatts eat tnsura,.ca eompa..y G[aem ri�nsura„ce Cnm/pa�dAmery Pw. Crt/iaa�zLazura M��u/C(ompa nY u/wmarica �. •\rL� � �.T.��L � Ow.b ���`l� V r+�s W T�La.yi(� John C-Roche,EXY and PresiT= lames H-Kauiecki. \rice Presidun THE COMMONWEALTH OF MASSACHUSETTS ) COUNTY OF WORCESTER jss. On this 23' day of August,2018 before me came the above named Vice Presidents of The Hanover Insurance Company,M255a&U5etta Bay Insurance Company and Citizens Insurance Company of America,to me personally known to be the individuals and officers described herein,and acknowledged that the seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Company of America, respectively, and that the said corporate seals and their signatures as officers were duly affixed and subscribed to said instrument by the authority and direction of said Corporations. AL ouw J. 01"a M tea" Uinm t. .N.eaq Ha� ?I Gmuvsilnn Gp:m M%I— uch♦.2lC2 I,the undersigned Vice President of The Hanover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Company of America,hereby certify that the above and foregoing is a full,true and correct copy of the Original Power of Attorney issued by said Companies,and do hereby further certify that the said Powers of Attorney are still in force and effect. (,fi �1 GIVEN under my hand and the seals of said Companies,at Worcester,Massachusetts,this'V d y of p r t" L L,0 Z CER-r(r)ED COP � I CC !L 4• Thm*=G.Mwtinm Via�d��5 CALIFORNIA ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. State of California l County of Orange 1 April 28, 2021 Kelly Williams - Notary Public On before me, Date Here Insert Name and Title of the Officer Charles Parsons personally appeared Nome(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s)whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing KEI.CY WIUUMS paragraph is true and correct. Koury Public-California ' Orange County WITNESS my hand and official seal. Commissbn f I354100 4,.M' My Comm.Expires Apr 10, 2025 Signature Place Notary Seal and/or Stamp Above Signature of Notary Public OPTIONAL Completing this information can deter alteration of the document or fraudulent reattachment of this form to on unintended document. Description of Attached Document Title or Type of Document: Performance Bond Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Si ner's Name: Charles Parsons Signer's Name: r' Corporate Officer— Title(s): President ❑ Corporate Officer— Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Partner— ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Trustee ❑ Guardian or Conservator ❑ Other: 0 Other: Signer is Representing: Signer is Representing: C2019 National Notary Association PAYMENT BOND NUMBER: 1087214 (LABOR AND MATERIALS) KNOW ALL PERSONS BY THESE PRESENTS: WHEREAS,City of Huntington Beach(hereafter referred to as'City')has awarded to Sancon Technologies Inc. 5841 ENGINEER DR HB CA 92649 (name and address of Contractor) (hereinafter referred to as'Principal'),a contract('Contract-)for the work described as follows: I FY 20/21 Sewer Lining Project (Project Title) WHEREAS, Principal is required under the terms of the Contract and the California Civil Code to furnish a bond to secure the payment of claims of laborers,mechanics, matenalmen,and other persons as provided by law, by a duly admitted surety insurer under the laws of the State of California (hereinafter referred to as 'Surety");and Surety is certified and listed in the U.S. Department of the Treasury Circular 570. and has provided proof of sufficient bonding limitation, as shown in said circular to provide bonds in the amount required by said Contract;and Surety has provided finandal strength ratings from reputable companies,such as from A.M. Best, Moody's or Standard 8 Pooes,to validate that Surety has positive ratings of being secure or stable;and Surety is registered and listed with the California Department of Insurance. NOW THEREFORE,we,the undersigned Principal,and Hanover Insurance Company 440 t inroln Street Worcectpr MA 01653 (name and address of Surety) i as Surety,are held and firmly bound unto City in the penal sum of Seven Hundred One Thousand Nine Hundred Eighty-Eiaht and 40/100 dollars($ 701„988.40 J,this amount being not less than one hundred percent(100%)of the total price set forth in the Contract,in lawful money of the United Slates of America, for the payment of which sum,well and truly to be made,we bind ourselves,and each of our heirs, executors, administrators,successors,and assigns,jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH THAT,if the Principal, his,her,or its heirs,executors, administrators,successors or assigns,or subcontractors shall fail to pay any of the persons named in Section 3181 of the California Civil Code('Claimants')for all labor,materials or services used or reasonably required for use in performance of the work described in the Contract,or any amounts due under the Unemployment Insurance Code with respect to work or labor performed by any such Claimant,or prevailing wages due and penalties incurred pursuant to Sections 1774, 1775, 1813 or 1815 of the Labor Code, or any amounts required to be deducted,withheld and paid over to the Employment Development Department fiam the wages of employees of the Principal and Subcontractors pursuant to Section 13020 of the Unemployment Insurance Code with respect to the work or labor performed under the Contract, Surety will pay for the same, in an amount not exceeding the penal sum specified in this bond;otherwise,this obligation shall be null and void. This bond shall inure to the benefit of any of the persons named in Section 3181 of the California Civil Code so as to give a right of action to such persons or their assigns. In case any action is brought upon this bond, Surety further agrees to pay all court costs and a reasonable attorney's fee In an amount fixed by the court. PAYMFNT BOND Page I of 2 15-4584/117357 I Surely stipulates and agrees,for value received,that no change,extension of time,alteration, addition or modification to the terms of the Contract,or any contract document or any work to be performed thereunder, whether made after notice or not,shall in any way affect, impair or release . the obligations of Surety under this bond. Surety hereby waives notice of any such change, extension of time,alteration,addition,or modification to the terms of the Contract, the contrail documents or the work thereunder. Surety also waives the provisions of California Civil Code§§ - 2845 and 2849. IN WITNESS WHEREOF,each party represents and warrants that this instrument has been duly executed by Principal and Surety, on the date set forth below,that the name of each corporate party being affixed hereto is such partys proper legal name and that the individuals signing this instrument have been duly authorized pursuant to the authority of its governing body. Surety,by execution of - this bond,waives any defense which Surety has or may have by reason of any failure of the Principal to execute or properly execute this bond. I I Dated: APRIL 26,2021 ATTEST Sancon Technglpaies Inc. (Corporate Seal) �(Pdn pa lame) Namns t�areS Parsons " Title- President i ATTEST Hanover Insurance Co ny (Corporate Seal) curet No el By Qti� Name: M' hael R. L ngan (Signature of AMomey-in-Fact for Surety) (Attach Adomey-in-Fact Certificate) (714-015-3808 (Area Code A Telephone Number tot Surety) i APPROVED AST M: I By. act E.Gates, ity ttorney C I i Note: This bond musf he executed in duplicate and dated, ao signatures most be notarized, and evidence orthe authority of any person signing as atfomey-in-tact must be attached. PAYMENT BOND Page 2 of 2 15-4584/1J 7357 Notary Acknowledgment ps certificate A notary public Or other oche in mdual who s fined the ver fies only the.identityte d document to which ch thisoc rt ii ity of that docw rent. not e truthfulness, STATE OF CALIFORNIA, COUNTY OF LOS ANGELES f q u Q Notary Public, personally 1 On 20_before me, aopeared Michael R. Langan who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/am subscribed to .he within instrument and acknowledged to me that he/gMem>'39rexecuted the same in hisfKgpi4� authorized capacity(i@M, and that by hisAWR°W signature(IS) on the instrument tt,e persen(z), or the entity upon behalf of which the perscn(S) acted, executed the instrument. e laws of the State of California that the foregoing paragraph I certify under PENALTY OF PERJURY under th is true and corre flicriA;C A.':ULAa a = WITNESS my h and official sea Signature of Notary Public ' OPTIONAL Though the information delcri is rot required dy ta.& it may prove valuaole ro parsons retying cn ^e documen! and could prevent,`raudulent ra,^ova(and reanacAmeW cRhis form to another aecuman!. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT Individual Corporate Officer T dive or Type of Document Tries) Partner($) p Limited Number of Pages General p Attomey-In-Fact n Trustee(s) Da,e of Document Guardian/Conservator ❑ Other. Signer is representing: Name Of Person(s)Or Jttlry(les) --------------- Signer(s)C,ner?an Named Above THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA POWER OF ATTORNEY THIS Power of Attorney limits the acts of those named herein,and they have no authority to bind the Company except in the manner and to the extent herein stated. KNOW ALL PERSONS BY THESE PRESENTS: That THE HANOVER INSURANCE COMPANY and MASSACHUSETTS BAY INSURANCE COMPANY,both being corporations organized and existing under the laws of the State of New Hampshire,and CITIZENS INSURANCE COMPANY OF AMERICA,a corporation organized and existing under the laws of the State of Michigan, (hereinafter individually and collectively the"Company)does hereby constitute and appoint, Michael R.Langan Of Michael Rushing Langan of Pasadena,CA each individually, if there be more than one named,as its true and lawful attorney(s)-in-fact to sign, execute, seal, acknowledge and deliver for, and on its behalf,and as its act and deed any place within the United States, any and all surety bonds, recognizances, undertakings,or other surety obligations. The execution of such surety bonds, recognizances, undertakings or surety obligations, in pursuance of these presents,shall be as binding upon the Company as if they had been duly signed by the president and attested by the secretary of the Company,in their own proper persons.Provided however,that this power of attorney limits the acts of those named herein;and they have no authority to bind the Company except in the manner stated and to the extent of any limitation stated below: Any such obligations in the United States, not to exceed Twenty Million and No1100($20,000,000)in any single instance That this power is made and executed pursuant to the authority of the following Resolutions passed by the Board of Directors of said Company,and said Resolutions remain in full force and effect: RESOLVED: That the President or any Vice President, in conjunction with any Vice President, be and they hereby are authorized and empowered to appoint Attorneys-in-fact of the Company,in its name and as it acts,to execute and acknowledge for and on its behalf as surety, any and all bonds,recognizances,contracts of indemnity,waivers ofcitation and all otherwritings obligatory in the nature thereof,with powerto attach thereto the seal of the Company.Any such writings so executed by such Attorneys-in-fact shall be binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons. RESOLVED:That any and all Powers of Attorney and Certified Copies of such Powers of Attorney and certification in respect thereto,granted and executed by the President or Vice President in conjunction with any Vice President of the Company,shall be binding on the Companytothe same extent as if all signatures therein were manually affixed,ever,though one or more of any such signatures thereon may be facsimile. (Adopted October 7, 1981 -The Hanover Insurance Company;Adopted April 14, 1982-Massachusetts Bay Insurance Company;Adopted September 7,2001 -Citizens Insurance Company of America) IN WITNESS WHEREOF,THE HANOVER INSURANCE COMPANY,MASSACHUSETTS BAY INSURANCE COMPANY and CITIZENS INSURANCE COMPANY OF AMERICA have caused these presents to be sealed with their respective corporate seals,duly attested by two Vice Presidents,this 23`° day of August,2018. The Harvver Insurance Company Thv H .cover Insure..ce C mw,rY Masvch.rselts Bay Ins. +nce Company Maasachvsetb ery Insurance C —P—y Gl"¢ens(I ICE tom.,nsuranc/e�Co/m�panyd wmerica �wq rev. Cilia�fnanzu.a,kAa C1umpa nv or wme�:. lz. `} John`C.Roche,EVP a d`President J.ea H.Ivuiecki, \Sae Rewdern THE COMMONWEALTH OF MASSACHUSETTS ) COUNTY OF WORCESTER !ss. On this 23r°day of August,2018 before me came the above named Vice Presidents of The Hanover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Company of America,to me personally known to be the individuals and officers described herein,and acknowledged that the seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Company of America, respectively, and that the said corporate seals and their signatures as officers were duly affixed anr' subscribed to said instrument by the authority and direction of said Corporations. oulwrrWbr.....J. rwluNO 0 .1 W pa.ere.,4P.. 1, . .',nut wniir r ni.c..n.nm,.«,e. I, the undersigned Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America,hereby certify that the above and foregoing is a full,true and correct copy of the Original Power of Attorney issued by said Companies,and do hereby further certify that the said Powers of Attorney are still in force and effect. (1��/� GIVEN under my hand and the seals of said Companies,at Worcester, Massachusetts,this 26 tlay I, r 1, l t ZV 2,1 CERTIFIED COPY =J � r T1x[xlort G.Mnnm¢V.-PeRidrn� CALIFORNIA ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. State of California 1 County of Orange 1 On April 28, 2021 before me. Kelly Williams - Notary Public Date Here Insert Name and Title of the Officer personally appeared Charles Parsons Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing KELLY v"LUAms paragraph is true and correct. Notary Public-Glifornla Orange County WITNESS my hand and official seal. Commissbn f 275N00 o•" my Comm,bpires Apr 10.2025 Sign at Place Notar/Seal and/or Stamp Above Signature of Notary Public OPTIONAL Completing this information con deter alteration of the document or fraudulent reattachment of this form to on unintended document. Description of Attached Document Title or Type of Document: Payment Bond Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Chimed by Sig er(s) Si9ner'sName: (.rG1YIp5 rQYSonA Signer's Name: d corporate Officer— Title(s): F'rfS 161 Cf-1+ ❑ Corporate Officer— Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Partner— ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator D Trustee D Guardian or Conservator D Other: ❑ Other: Signer is Representing: Signer is Representing: ©2019 National Notary Association City of Huntington Beach - - - - 2000 Main Street ♦ Huntington Beach, CA 92648 (714) 536-5227 ♦ w1viv.huntingtonbeachea.gov •E;:; Office of the City Clerk Robin Estanislau, City Clerk May 21, 2021 Sancon Technologies, Inc. Attn: Mark Weber, Project Manager 5841 Engineer Drive Huntington Beach, CA 92649 Re: CC 1619 — FY 20/21 Sewer Lining Project The City Council awarded the bid to your company for the above referenced project. Enclosed is a copy of the executed contract with the City of Huntington Beach. A Certification of Compliance with Title VII of the Civil Rights Act, Certification of Compliance with Prevailing Wage Laws and Contractor's Certificate form must be returned to this office after the protect is completed but prior to the release of retention funds. In addition, the following item must also be on file, with this office before the City can release any retention funds: A warranty bond guaranteeing the final amount of work and materials for one year. If your performance bond does not include specific wording for a one-year warranty, then a rider or separate bond must be submitted. Should you have any questions or concerns regarding the enclosures or items that must be on file in this office prior to release of retention funds, please call the Public Works Department at 536-5517. Sincerely, Robin Estanislau, CIVIC City Clerk RE:ds Enclosures: Copy of Contract including Proposal Copies of insurance/bonds Bid Bond (original) Sister Cities: Anjo, Japan • Waitakere, New Zealand RECEIVED BY: CITY CLERK RECEIPT COPY Return DUPLICATE to City Clerk's Office (Name) after signing/dating (Date) CITY OF HUNTINGTON BEACH INTERDEPARTMENTAL COMMUNICATION TO: City Treasurer FROM: City Clerk DATE: s1,zo/,20:2 J SUBJECT: Bond Acceptance I have received the bonds for (Comp ay Name) r CAPITAL PROJECTS (Includes CC's and MSC's) Performance Bond No. Payment Bond (Labor and Materials) Bond No. 09 7�z LLJ Warranty or Maintenance Bond No. TRACT AND DEVELOPMENT Faithful Performance Bond No. Labor and Material Bond No. Guarantee and Warranty Bond No. Monument Bond No. Franchise Bond No. Letter of Credit Bond No. Other / Re: Tract No. Approved y! lrlla-) (Council Approval Date) CC No. 165,19 Agenda-Uem No. P— MSC No. City Clerk Vault No. Other No. SIRE System ID No. 15-LIgOY15S gJfonns/bond transmittal to treasurer BID BOND KNOW ALL MEN BY THESE PRESENTS, that we Sancon Technologies, Inc., as principal (the "Principal'), and THE HANOVER INSURANCE COMPANY, a New Hampshire stock insurance company, as surety (the "Surety"), are held and firmly bound unto City of Huntington Beach, CA, as obligee (the "Obligee"), in the penal sum of 10% of bid Amount Dollars (S--10% of bid amount--), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for: FY 2020/21 Sewer Lining Project CC No. 1619 NOW, THEREFORE, if the Obligee shall accept the bid of the Principal within the period specified therein, or, if no period be specified, within sixty (60) days after opening, and the Principal shall enter into a contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or contract documents, or in the event of the failure of the Principal to enter into such contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference in money not to exceed the penal sum hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the work covered by said bid, then this obligation shall be null and void; otherwise to remain in full force and effect. In no event shall the liability hereunder exceed the penal sum hereof. PROVIDED AND SUBJECT TO THE CONDITION PRECEDENT, that any claim by Obligee under this bond must be submitted in writing to the Surety at 440 Lincoln Street, Worcester, MA 01653, within 120 days of the date of this bond. Any suit under this bond must be instituted before the expiration of one (1) year from the date of this bond. If the provisions of this paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall apply. DATED as of this 25th day of Nlarch 2021 (day) (month) (year) WITNESS I ATTEST: Sancon Technologies, Inc. �� By: /�i/ �!-y?� «' (Seal) Name: I YeW Title: I e'sidn'4 THE HANOVER INSUR, CE COMPANY (Surety / atua ' By. / ! (ao L/Sara law i, tt me In-Fact - ,/ THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA POWER OF ATTORNEY THIS Power of Attorney limits the acts of those named herein,and they have no authority to bind the Company except In the manner and to the extent herein stated. KNOW ALL PERSONS BY THESE PRESENTS: That THE HANOVER INSURANCE COMPANY and MASSACHUSETTS BAY INSURANCE COMPANY,both being corporations organized and existing under the laws of the State of New Hampshire,and CITIZENS INSURANCE COMPANY OF AMERICA,a corporation organized and existing under the laws of the Stale of Michigan,(hereinafter individually and collectively the"Company')does hereby constitute and appoint, Sara Poplawski,Colleen Livingston,Alexia Caprio and/or David Machowski Of The Hanover Insurance Group,Santa Ana,CA each individually,if there be more than one named,as its We and lawful attorney(s)-in-fact to sign,execute, seal, acknowledge and deliver for, and on its behalf,and as its act and deed any place within the United States,any and all surety bonds, recognizances, undertakings,or other surely obligations.The execution of such surety bonds.recognizances,undertakings or surety obligations,in pursuance of these presents, shall be as binding upon the Company as if they had been duty signed by the president and attested by the secretary of the Company,in their own proper persons. Provided however,that this power of attorney limits the acts of those named herein;and they have no authority to bind the Company except in the manner stated and to the extent of any limitation stated below: Any such obligations in the United States, In any amount That this power is made and executed pursuant to the authority of the following Resolutions passed by the Board of Directors of said Company,and said Resolutions remain in full force and effect: RESOLVED: That the President or any Vice President,in conjunction with any Vice President,be and they hereby are authorized and empowered to appoint Attorneys-in-fact of the Company,in its name and as it acts,to execute and acknowledge for and on its behalf as surety,any and all bonds, recognizances,contracts of indemnity,waivers of citation and all other writings obligatory in the nature thereof,with power to attach thereto the seal ofthe Company. Any such writings so executed by such Attomeys-in-fact shall be binding upon the Company as if they had been duty executed and acknowledged by the regularly elected officers of the Company in their awn proper persons. RESOLVED:That any and all Powers of Attorney and Certified Copies of such Powers of Attorney and cenification in respect thereto,granted and executed by the President or Vice President in conjunction with any Vice President of the Company,shall be binding on the Company to the sameextent as if all signatures therein were manually affixed,even though one or more of any such signatures thereon may be facsimile.(Adopted October7,1981— The Hanover Insurance Company;Adopted April 14.1982—Massachusetts Bay Insurance Company;Adopted September 7,2001—Citizens Insurance Company of America and affirmed by each Company on March 24.2014) IN WITNESS WHEREOF,THE HANOVER INSURANCE COMPANY,MASSACHUSETTS BAY INSURANCE COMPANY and CITIZENS INSURANCE COMPANY OF AMERICA have caused chase presents to be sealed with their respective corporate seals,duty attested by two Vice Presidents,this l31"day of October,2019. THE HANOVER INS c COMPANY THE HANOVER INSURANCE COMPANY MASSACHUSETTS 171RANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURA E SIMPANY OF AMERICA CITIZENS INSURANCE COMPANY OF AMERICA rynn J `/lee Preeldonl JbeH. awiedti.Vice President THE COMMONWEALTH OF MASSACHUSETTS ) COUNTY OF WORCESTER )ss. On this 13'h day of October, 2020 before me came the above named Executive Vice President and Vice President of The Hanover Insurance Company, Massachusetts Say Insurance Company and Citizens Insurance Company of America,to me personalty known to be the individuals and officers described herein, and acknowledged that the seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Company of America,respectively,and that the said corporate seals and their signatures as officers were duty affixed and subscribed to said instrument by the authority and direction of said Corporations. 000 ARLEEN V. S40NS CUMMO Nol.ry Pub!, K11 4TH OF s M/55lICH6EIT My Commitelon E.Pir.. Arleen SIr110na,Notary u IC .con, 15, 2023 My Commission Expires June 15,2023 I,the undersigned Vice President of The Hanover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Company of America, hereby certify that the above and foregoing is a full,We and correct copy of the Original Power of Attorney issued by said Companies,and do hereby further certify that the said Powers of Attorney are still in force and effect. GIVEN under my hand and the seals of said Companies,at Worcester,Massachusetts,this 25^ day of March 2021. TN6 NANOVER IN9n RANGE COInPANY Min NU96TTa HAY IN3VNANCH COMPANY GRI 9 j/R1laCE 1,N,3UANYOP AMERICA CER"IIFIED COPY Y ✓� - �.h„A.R.-.w .r,w..P—W.,R CALIFORNIA ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. State of Califor11 County of UU r On 25 before me, Date ere Insertt N-,a�me/�on Tit of the Office personally appeared Nome(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing COIIEENROSELMNGSrON paragraph is true and correct. Commmi m a 2247457 i ea Naary Pubho.CaMmia �c ORANGE County x WITNESS my hand and official seal. vz ,vy Comm E.oires JUKE 22.2022 Signatur Place Notary Seal and/or Stamp Above Signature of No ry Public OPTIONAL Completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Signer's Name: ❑ Corporate Officer — Title(s): ❑ Corporate Officer — Title(s): ❑ Partner— ❑ Limited ❑ General ❑ Partner— ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Trustee ❑ Guardian or Conservator ❑ Other: ❑ Other: Signer is Representing: Signer is Representing: 02019 National Notary Association CALIFORNIA ACKNOWLEDGMENT CIVIL CODE 4 1189 rs4 �sas�nar�eca�sca�ooaoana �ta'�a?<t�taiEaRo-oaawa��,aaEeaeta3t,�slaama;�ercfnc�a A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. State of California County of range On March 25, 2021 before me, Charles B. Parsons - Notary Public Date Gary Drew Here Insert Name and Title of the Officer personally appeared Nome(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s)whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the CHARLES R PARSONS laws of the State of California that the foregoing Notary Public-California paragraph is true and correct. Orange County F Commission F 2;Oa003 My Comm, Eapirel Oct 3, 2023 WITNESS my hand and official seal. Signature `-D— Place Notary Seal and/or Stomp Above Signature of Notary Public OPTIONAL Completing this information can deter alteration of the document or fraudulent reattachment of this form to on unintended document. Description of Attached Document Title or Type of Document: Bid Bond Document Date: March 25, 2021 Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Gary Drew Signer's Name: ❑ Corporate Officer — Title(s): reSlden ❑ Corporate Officer — Title(s): ❑ Partner— ❑ Limited ❑ General ❑ Partner— ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Trustee ❑ Guardian or Conservator ❑ Other: ❑ Other: Signer is Representing: Signer is Representing: 6t�ctrtos�+nsatatst�ertat� et�swarsoo�s��tear��,swwassrast�ts�F� �+so s�ta+st�a�trtanaeara��re�t � 02019 National Notary Association 5 - - 5841 Engineer Drive, Huntington Beach,CA 92G49 To:Cr Ty (F � A •h,"PIMAI 1�^� colly ?,app mMN srwer J' tNc{roN rumg, G4 97641$ g,os oi✓ 3/�4�21 C ll'cUn.. • � �,'�. �7 1 r � 3 0 n ti. _, � No ;161,� � ,��-:,e.�,•�s� a+�,or,.rr,�,c�n+r�-.a�a�.. 'uw �' s„'edr fJ��eav�� 3-0 City of Huntington Beach File #: 21-298 MEETING DATE: 4/19/2021 REQUEST FOR CITY COUNCIL ACTION SUBMITTED TO: Honorable Mayor and City Council Members SUBMITTED BY: Oliver Chi, City Manager PREPARED BY: Sean Crumby, Director of Public Works Subject: Accept the lowest responsive and responsible bid and authorize execution of a construction contract with Sancon Technologies, Inc., in the amount of S701,988.40 for the Fiscal Year 20/21 Sewer Lining project. CC-1619 Statement of Issue: On March 30, 2021 , bids were publically opened for the Fiscal Year 20/21 Sewer Lining project. City Council action is requested to award the construction contract to Sancon Technologies, Inc., the lowest responsive and responsible bidder. Financial Impact: Total construction cost for the project, including contingency and inspection, is $860,000. Funds are available in the current fiscal year budget in the Sewer Fund, Account No. 51189002.82600. Recommended Action: A) Accept the lowest responsive and responsible bid submitted by Sancon Technologies, Inc., in the amount of$701,988.40: and, B) Authorize the Mayor and City Clerk to execute a construction contract in a form approved by the City Attorney. Alternative Action(s): Reject all bids. or provide staff with alternative action. Analysis: The Public Works Department's Engineering and Utilities Division coordinates the need for rehabilitation of existing sewer pipes, based on maintenance history and video inspection. The scope of work for the project includes lining approximately 21,969 lineal feet of aged sewer main City of Huntington Beach Page 1 of 2 Pnnted on 4/14/2021 p ",ecd*Legsta,- File #: 21-298 MEETING DATE: 4/19/2021 lines identified as a priority this year. The locations would benefit from lining, as the existing pipes are either lined with calcium deposits from groundwater seepage through minor cracks and joints, or have joints offset by tree roots from adjacent mature trees located on parkways. These deposits and roots inhibit flow and will be removed prior to lining. Lining of the pipes does not require trenching, as it is performed by inserting a liner inside the existing pipe and curing the liner to form a replacement pipe. Bids were publicly opened on March 30, 2021 , with the following results: BIDDER'S NAME BID AMOUNT Amount Read at Bid pening and Basis of ward) Sancon Technologies, Inc. 701,988.40 Nuline Technologies, LLC 31,023,520 Southwest Pipeline & 1,081,730 Trenchless Corp. Staff recommends awarding a contract to Sancon Technologies, Inc. in the amount of S701 ,988.40. Sancon Technologies, Inc., has provided acceptable sewer lining construction in Huntington Beach for the Fiscal Year 19/20 Sewer Lining project. The total project cost is estimated to be $860,000, which includes the construction contract, inspection, and construction contingency. Environmental Status: The project is categorically exempt pursuant to Class 1 , Section 15031 c of the California Environmental Quality Act. Strategic Plan Goal: Infrastructure & Parks Attachment(sl: 1 . Vicinity Map City of Huntington Beach Page 2 of 2 Printed on 4/14/2021 PowereC57j Leg star" �o Goo lsl, RD Qj v~ 126 BOLS AVE �co NTS Q McF DDEN AVE. U H z cf)~ N EDI GER A -� J (n J Z U < i �%� p o HEIL VE. 0 Y) V) z m U 0 N O Ld N a WARNER Al. a 3 m RCP, 0 R U 17e p 27S TER AVE. 405 9c^ TAI.BERT VE. /c EL IS AVE. cn GARFIELD F AVE. cn o W Rn N �� 3¢ YORKT01 II2 VE. = 3 I- J - RD CRD 0 ADAM 435 AVE m137 1\t1l RD ZZQ D RD RD C 443 J 0 445 44 IN ANAPOLIS Z AVE. PROJECT LOCATION 9� Y z < SEWER LINING LOCATIONS INCLUDE REPORTING A LANTA =AVE. DISTRICT'S (RD) 126, 178, 271. 424, 437, 443, 445, 447, 466 00�. m D RD 126 w 1.361' OF 12" SEWER 9'L HAMIL ON A RD 178 w 8,920' OF 8' SEWER l/ RD 271 r 1,904' OF 8" SEWER ��"" RD 424 a 4,640' OF 8' SEWER y'�Y BANNING RD 437 w 585' OF 8' SEWER AVE. RD 443 w 3,473' OF 8' SEWER RD 445 a 553' OF 8' SEWER RD 447 w 252' OF 8' SEWER RD 466 a 281' OF 8" SEWER LEGEND RD BOUNDARY FY 2020/21 SEWER LINING PROJECT CC- 1619 PROJECT LOCATION MAP CITY OF HUNTINGTON BEACH [IOU DEPARTMENT OF PUBLIC WORKS 1 of t SECTION A 3/i9/2/ 3k s/,z/ NOTICE INVITING SEALED BIDS for the construction of F1' 2020/21 SEWER LINING PROJECT CC No. 1619 in the CITN' OF HUNTINGTON BEACH PUBLIC NOTICE IS HEREBY GIVEN that the CITY OF HUNTINGTON BEACH, as AGENCY, invites sealed bids for the above stated projects and will receive such bids at the main entrance of Huntington Beach City Hall , 2000 Main Street, Huntington Beach, California 92648, up to the hour of 11:00 AM on Tuesday March 30, 2021. Due to the COVIDI9 pandemic, bids will be accepted by the City Clerk and publicly opened outside of the Main Entrance of City Hall unless otherwise posted. The City Clerk will be available to accept bids between the hours of 10:30 and 11:00 AM on the day of the bid opening. Due to the COVIDI9 pandemic, copies of the Plans, Specifications, and contract documents will not be available to review or mailed from the Office of the Director of Public Works, 2000 Main Street, Huntington Beach, CA 92648. Plans, Specifications, and contract documents can be downloaded free on AGENCY website at: http://www.huntinmtonbeachca.gov/jzovemment/depgnments/public works/Bids/ Open website, then click on "Current Advertised Projects"tab Any contract entered into pursuant to this notice will incorporate the provisions of the State Labor Code. Pursuant to the provisions of the Labor Code of the State of California, the minimum prevailing rate of per diem wages for each craft, classification or type of workman needed to execute the contract shall be those determined by the Director of Industrial Relations of the State of California, which are on file at the Office of the Director of Public Works, 2000 Main Street, Huntington Beach, CA 92648. The AGENCY will deduct 5% retention from all progress payments. The Contractor may substitute an escrow holder surety of equal value to the retention in accordance with the provisions of the Public Contract Code,Section 10263. The Contractor shall be beneficial owner of the surety and shall receive any interest thereon. The AGENCY hereby affirmatively ensures that minority business enterprises will be afforded full opportunity to submit bids in response to this notice and will not be discriminated against on the basis of race, color, national origin, ancestry, sex, or religion in any consideration leading to the award of contract. A-1 No bid shall be considered unless it is prepared on the approved Proposal forms in conformance with the Instructions to Bidders as determined by the AGENCY. The bid must be accompanied by a certified check. cashier's check. or bidder's bond made payable to the AGENCY for an amount no less than 10% of the amount bid. The successful bidder shall be licensed in accordance with provisions of the Business and Professions Code and shall possess a State Contractor's License Class A at the time of the bid opening. The successful Contractor and his subcontractors will be required to possess business licenses from the AGENCY. All extension of unit prices will be subject to verification by the AGI-NCY. In case of a variation between the unit price and the extension, the unit price will govern. Project Description: The project consists primarily of lining existing sewer pipes based on maintenance history and video inspection. The scope of work for the project includes lining approximately 20.610 lineal feet of eight-inch diameter and 1,370 lineal feet of twelve-inch diameter aged sewer main lines in locations in the areas of the City identified as a priority this year. These locations would benefit from lining as the existing pipes are either scaled with calcium deposits from groundwater seepage through pipe and minor cracks and joints. or have joints intruded with tree roots from adjacent mature tree species located on parkways. Additional cleaning is expected on approximately 11.000 linear feet of existing sewer pipe as identified in Appendix 1. Additional items include grinding and re-opening approximately 560 service laterals, rehabilitating approximately 11=4 manholes. and lining 18 manholes previously adjusted to grade as identified in Appendix 1. The contract shall allow the Contractor 60 working days to complete the contract. The AGENCY reserves the right to reject any or all bids. to waive any irregularity and to take all bids under advisement for a maximum period of 60 days. BY ORDER of the CITY COUNCIL of the CITY OF HUNfINGTON BEACH. CALIFORNIA. the 29th day of June 2020, by Resolution No. 2020-39. Attest: /s/ Robin Estanislau CITY CLERK OF THE CITY OF HUNfINGTON BEACH A-2 Switzer, Donna From: Christine Gonzalez <cgonzales@scng.com> Sent: Monday, March 1, 2021 1:03 PM To: Switzer, Donna Subject: Re: NISB CC No. 1619 Attachments: 11446179.pdf Cost S1.755 00, pub 3/11. 3/18, 3/25 HB Wave Legal Advertising Chrissy Gonzalez 2190 S. Towne Centre Place, Suite 100 Anaheim, CA 92806 714-796-6736 M-F 8:00 a.m. - 4:30 p.m. Closed Sat. and Sun. On Mon, Mar 1, 2021 at 1 l:25 AM Switzer, Donna<Donna.Switzer asurfcity-hb.org> wrote: Hello again,Chrissy: Please publish the attached NISB for CC No. 1619 on March I Ph, 18'h and 25th, 2021. Thank you so much! Donna Switzer Deputy City Clerk City of Huntington Beach 714-374-1649 t SECTION A NOTICE INVITING SEALED BIDS for the construction of FY 2020/21 SEWER LINING PROJECT CC No. 1619 In the CITY OF HUNTINGTON BEACH PUBLIC NOTICE IS HEREBY GIVEN that the CITY OF HUNTINGTON BEACH,as AGENCY, invites seoled bids for the above stated praiects and will receive such bids of the main entrance of Huntington Beach City Hall,2000 Main Street, Huntington Beach,Califor- nia 92648, up to the hour of 11:00 AM on Tuesday March 30,2021. Due to the COVI DI9 pan- demic, bids will be accepted by the City Clerk and Publicly opened outside of the Main En- trance of City Hall unless otherwise Posted. The City Clerk will be available to accept bids between the hours of 10:30 and 11:00 AM on the day of the bid opening. Due to the COVIDI9 pandemic, copies of the Plans, Specifications,and contract documents will not be available to review or mailed from the Office of the Director of Public Works, 2000 Main Street, Huntington Beach, CA 92648. Plans, Specifications, and contract docu- ments can be downloaded free on AGENCY web", teat: hnp:Owww.huntingtonbea[hca goy/government/tleparlmenW_Publ'c works/Bid! Open website,then click on"Current Advertised Proiects"tab Any contract entered into Pursuant to this notice will incorporate the provisions of the State Labor Code. Pursuant to the provisions of the Labor Code of the State of California, the minimum prevailing rate of per them wages for each [raft, classification or type of work- man needed to execute the contract shall be those determined by the Director of Industrial Relations of the State of California, which are on file at the Office of the Director of Public Works,2000 Main Street, Huntington Beach,CA 92648. The AGENCY will deduct 5% retention from all progress payments. The Contractor may substitute on escrow holder surety of equal value to the retention in accordance with the Provisions of the Public Contract Code, Section 10263. The Contractor shall be beneficial owner of the surety and shall receive any interest thereon. The AGENCY hereby affirmatively ensures that minority business enterprises will be af. forded full opportunity to submit bids in response to this notice and will not be discriminated against on the basis of race,color,national origin,ancestry,sex,or religion in any consider- ation leading to the award of contract. No bid shall be considered unless it is Prepared on the approved Proposal forms in conform- ance with the Instructions to Bidders as determined by the AGENCY. The bid must be ac- componied by a certified check, cashiers Check, or bidders bond made payable to the AGENCY for an amount no less than 10%of the amount bid. The successful bidder shall be licensed in accordance with Provisions of the Business and Professions Code and shall pos- sess a State Contractors License Class A at the time of the bid opening. The Successful Contractor and his subcontractors will be required to Possess business li- censes from the AGENCY. All extension of unit prices will be subiect to verification by the AGENCY. In case of a variation between the unit price and the extension,the unit Price will govern. Prolect Description: The proiect consists primarily of lining existing sewer pipes based on maintenance history and video inspection.The scope of work for the Proiect includes lin- ing approximately 20,610 lineal feet of eight-inch diameter and 1,370 lineal feet of twelve- inch diameter aged sewer main lines in locations in the areas of the City identified as a Pri- ority this Year. These locations would benefit from lining as the existing pipes are either scaled with calcium deposits from groundwater seepage through Pipe and minor cracks and faints. or have Joints intruded with tree roots from adiacent mature tree species located on Parkways. Additional cleaning is expected on approximately 11,000 linear feet of existing sewer Pipe as identified in Appendix I. Additional items include grinding and re-Opening approximately 560 service laterals, reha- bilitating approximately 114 manholes, and lining 18 manholes Previously adiusted to grade as identified in Appendix I. The contract shall allow the Contractor 60 working days to complete the contract. The AGENCY reserves the right to reiect any or all bids, to waive any irregularity and to take all bids under advisement for a maximum Period of 60 days. BY ORDER of the CITY COUNCIL of the CITY OF HUNTINGTON BEACH. CALIFORNIA, the 2nh day of June 2020 by Resolution No.2020_39. Attest: /s/Robin Estanislau CITY CLERK OF THE CITY OF HUNTI NGTON BEACH Published Huntington Beach Wave March 11, 18,25,2021 11446179 Huntington Beach Wave PROOF OF PUBLICATION 2190 S.Towne Centre Place Suite 100 Anaheim, CA 92806 Legal No. 0011446179 714-796-2209 5190751 HUNTINGTON BEACH, CITY OF CITY CLERK DEPARTMENT 2000 MAIN ST HUNTINGTON BEACH, CA 92648-2763 FILE NO. NISB CC No. 1619 AFFIDAVIT OF PUBLICATION STATE OF CALIFORNIA, SS. County of Orange I am a citizen of the United States and a resident of the County aforesaid; I am over the age of eighteen years, and not a party to or interested in the above entitled matter. I am the principal clerk of the Huntington Beach Wave, a newspaper that has been adjudged to be a newspaper of general circulation by the Superior Court of the County of Orange, State of California, on July 1, 1998, Case No. A-185906 in and for the City of Huntington Beach, County of Orange, State of California; that the notice, of which the annexed is a true printed copy, has been published in each regular and entire issue of said newspaper and not in any supplement thereof on the following dates, to wit: 03/1112021, 03/1812021, 03/25/2021 1 certify (or declare) under the penalty of perjury under the laws of the State of California that the foregoing is true and correct: Executed at Anaheim, Orange County, California, on Date: March 25, 2021. Signature SECTION A NOTICE INVITING SEALED BIDS for the construction 01 FY 2020/21 SEWER LINING PROJECT CC No.1619 in the CITY OF HUNTINGTON BEACH PUBLIC NOTICE IS HEREBY GIVEN that the CITY OF HUNTINGTON BEACH ,as AGENCY, invites sealed bids for the above stated projects and will receive such bids at the main entrance of Huntington Beach City Hall ,2000 Main Street, Huntington Beach, Califor- nia 92648, up to the hour of 11:00 AM on Tuesday March 30, 2021. Due to the COVIDI9 pan- demic, bids will be accepted by the City Clerk and publicly opened outside of the Main En- trance of City Hall unless otherwise posted. The City Clerk will be available to accept bids between the hours of 10:30 and 11:00 AM on the cloy of the bid opening. Due to the COVIDI9 pandemic, copies of the Plans, Specifications, and contract documents will not be available to review or mailed from the Office of the Director of Public Works, 2000 Main Street, Huntington Beach, CA 92648. Plans, Specifications, and contract docu- ments can be downlooded free on AGENCY website at: htip://www.huntingtonbeochca,gov/gov_ernment/departments/public works/Bidy Open website,then click on_"Current Advertised-Proiects"tab Any contract entered into Pursuant to this notice will incorporate the provisions of the State Labor Cade. Pursuant to the provisions of the Labor Code of the State of California, the minimum Prevailing rate of per diem wages for each craft, classification or type of work. man needed to execute the contract shall be those determined by the Director of Industrial Relations of the State of California, which are on file at the Office of the Director of Public Works,2000 Main Street,Huntington Beach,CA 92648. The AGENCY will deduct 5% retention from all progress Payments. The Contractor may substitute an escrow holder surety of equal value to the retention in accordance with the Provisions of the Public Contract Code, Section 10263. The Contractor shall be beneficial owner of the surety and shall receive any interest thereon. The AGENCY hereby affirmatively ensures that minority business enterprises will be af- forded full opportunity to submit bids in response to this notice and will not be discriminated against on the basis of race,color, national origin, ancestry, sex, or religion in any consider- ation leading to the award of contract. No bid shall be considered unless it is Prepared on the approved Proposal forms in conform- ance with the Instructions to Bidders as determined by the AGENCY. The bid must be ac- companied by a certified check, cashier's check, or bidder's bond made payable to the AGENCY for an amount no less than 10%of the amount bid. The successful bidder shall be licensed in accordance with provisions of the Business and Professions Code and shall Pos- sess a State Contractor's License Class Act the time of the bid opening. The successful Contractor and his subcontractors will be required to possess business li. censes from the AGENCY. All extension of unit prices will be subject to verification by the AGENCY. In case of o variation between the unit price and the extension, the unit price will govern. Project Description: The protect consists primarily of lining existing sewer pipes based on maintenance history and video inspection. The scope of work for the project includes lin- ing approximately 20,610 lineal feet of eight-inch diameter and 1,370 lineal feet of twelve- inch diameter aged sewer main lines in locations in the areas of the City identified as a pri- ority this year. These locations would benefit from lining as the existing pipes are either scaled with calcium deposits from groundwater seepage through pipe and minor crocks and ioints, or have joints intruded with tree roots from adjacent mature tree species located on Parkways. Additional cleaning is expected on approximately 11,000 linear feet of existing sewer pipe as identified in Appendix I. Additional items include grinding and reopening approximately 560 service laterals, reha. bilitating approximately 114 manholes, and lining 18 manholes Previously adjusted to grade as identified in Appendix I. The contract shall allow the Contractor 60 working days to complete the contract. The AGENCY reserves the right to reiect any or all bids, to waive any irregularity and to take all bids under advisement for a maximum period of 60 days. BY ORDER of the CITY COUNCIL of the CITY OF HUNTINGTON BEACH, CALIFORNIA, the 291h,day of June_2020,by Resolution No. 2020_39_. Attest: /s/.Robin Estonislou _ _ CITY CLERK OF THE_CITY_OF_HUNTI NGTON BEACH Published Huntington Beach Wave March 11, 18,25,2021 11446179 ,.Uri.,mv+e 2 3130121 o CG No . ROM uN N6 P 1 EvJ E12 l RQIEGT M o MA9n4 30, 2O2-1 11*00 M4 �o: .OA� cryc+ cr-l6 CITY OF HUNTINGTON BEACH PROJECT NAME: FY 20/21 Sewer Lining CCn: CC 1619 BID OPENING DATE: 3/30/2021 TIME & LOCATION: 11 00 AM City Hall ENGINEER'S ESTIMATE: (Amount Here) t3,20 nM BIDS SUBMITTED (AS READ AT OPENING) BIDDER'S NAME FINAL APPARENT BID RANK AMOUNT Ayala Engineering Colich and Sons LP Downstream Services Inc National Coating and Lining Company Sancon Technologies Inc 'D� O Southwest Pipeline and Trenchless Corp 171 ' 3130 PTS_10022019_Version_15_CC1619 CITY OF HUNTINGTON BEACH PROJECT NAME: FY 20121 Sewer Lining CC#: CC 1619 BID OPENING DATE: 3/30/2021 TIME & LOCATION: 11 00 AM City Hall ENGINEER'S ESTIMATE: (Amount Here) 11, 00/ 000 BIDS SUBMITTED (AS READ AT OPENING) BIDDER'S NAME FINAL APPARENT BID RANK AMOUNT Ayala Engineering Colich and Sons LP Downstream Services Inc National Coating and Lining Company V Sancon Technologies Inc 1 . 26 '0 Southwest Pipeline and Trenchless Corp 3 1 1461.,-73ozu PTS_10022019_Version_15_CC1619 UNSUCCESSFUL BIDS CC - 1619 FY 20/21 Sewer Lining City of Huntington Beach ♦ _ - ` 2000 Main Street • Huntington Beach, CA 92648 (714) 536-5227 • Nv-�vnv.huntingtonbeachca.gov —� Office of the City Clerk Robin Estanislau, City Clcrk May 21, 2021 Southwest Pipeline and Trenchless Corp. 22118 S. Vermont Avenue Torrance, CA 90502 RE: FY 20/21 Sewer Lining Project — CC No. 1619 Enclosed please find your original bid bond for CC No. 1619 Sincerely, O - Robin_ Estanislau, CMC City Clerk RE:ds Enclosure Sister Cities: Anjo, Japan • Waitakere, New Zealand SOUTHWEST PIPELINE AND TRENCHLESS CORP. 22118 S.VERMONT AVENUE SECTION C TORRANCE.CAUFORNIA 90502 PROPOSAL for the construction of FY 2020/21 SEWER LINING PROJECT CC No. 1619 in the CITY OF HUNTINGTON BEACH TO THE HONORABLE MAYOR AND MEMBERS OF THE COUNCIL OF HUNTINGTON BEACH: In compliance with the Notice Inviting Sealed [aids, the undersigned hereby proposes and agrees to perform all the work therein described,and to furnish all labor, material,equipment and incident insurance necessary therefor. in accordance with the plans and specifications on file in the office of the City Engineer of the City of Huntington Beach. The undersigned agrees to perform the work therein to the satisfaction of and under the supervision of the City Engineer of'the City of Huntington Beach. and to enter into a contract at the following prices. The undersigned agrees to complete the work within 60 working days. starting from the date of the Notice to Procced. 131DDER declares that this proposal is based upon careful examination of'the work site, plans. specifications. Instructions to Bidders and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT"r0 DEI.A-TE ANY ITEM PROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes. royalties. fees, etc., and will be guaranteed for a period of sixty days from the bid opening date. If at such time the contract is not awarded, the AGENCY will reject all bids and will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts. and words shall govern over figures. C-1 If awarded the Contract, the undersigned agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates within 10 working days after the date of the AGENCY'S notice of award of contract to the BIDDER. the proceeds of the security accompanying this bid shall become the property of the AGENCY and this bid and the acceptance hereof may. at the AGENCY'S option. be considered null and void. Accompanying this proposal of-bid, find Bidders Bond in the amount of 10% which said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice Inviting Sealed Bids, payable to the AGENCY. (Please insert the words "Cash". "Certified Check", or "Bidder's Bond lor_% ". as the case may be) Any standard Surety Bid Bond form is acceptable. Bidder shall signify receipt of all Addenda here, if any: Addenda No. Date Received Bidder's Signature C:-2 SECTION C PROJECT BID SCHEDULE A FY 20/21 SEWER LINING PROJECT CC1619 BID ITEMS Item Description Quantity Unit Unit Cost Total Cost No. (Extension) 1 Mobilization and Demobilization 1 LS $10,000.00 $ 10,000-00 2 I NOT USED 3 Construction Traffic Control 1 LS $7,500.00 $ 7,500.00 4 Cleaning and closed Circuit Television Inspection of 8-inch 3.00 61,830.00 sewer main per specifications section 500-3.3 and 500-3.4 20,610 LF $ $ 5 Cleaning and Closed Circuit Television Inspection of 12-inch 5.00 6,850.00 sewer main per specifications section 500-3.3 and 500-3.4 1,370 LF $ $ 8 Install Liner within 8-inch Sewer Main and Post Video 35.00 721,350.00 Inspection of 8-inch sewer main. 20,610 LF $ $ 7 Install Liner within 12-inch sewer main and Post Video 50.00 68,500.00 Inspection of 12"sewer main 1,370 LF $ $ 8 I Grind and Re-open Sewer Service Lateral 560 EA $40.00 $ 22,400.00 9 ( Manhole Rehabilitation(Depth 8-feet') 114 $1,450.00 $ 165,300.00 10 Install Manhole Liner on Manholes Previously Adjusted to Grade(24-inch Lining) 18 EA $375.00 $ 6,750.00 Calcium or Root Removal in 8-inch Sewer Main, Heavy 11 Cleaning, Restoration of the Pipeline to 95%of Original 100 11,000.00 Diameter. 11,000 LF $ . $ Calcium or root removal in 12-inch sewer main, Heavy 12 Cleaning, restoration of the pipeline to 95%of original diameter. 250 LF $1.00 $ 250.00 TOTAL BID AMOUNT (BASIS OF AWARD)—SCHEDULE A $ 1,081,730.00 TOTAL BID AMOUNT IN WORDS: One Million eighty one thousand seven hundred and thirty dollars even. Note- All extensions of unit prices will be subject to verification by Owner. In case verification is required between the unit price and the extension, the unit price will govern. The Owner reserves the right to reject any or all proposals and bid items. C-2.1 LIST OF SUBCONTRACTORS In accordance with Government Code Section 4104, the Bidder shall set forth the name and business address of each subcontractor who will perform work or render service to the bidder on said contract in an amount in excess of one-half of one percent of the total bid or $10.000. whichever is greater. and the portion of the work to be done by such subcontractor. Bid Name and Address of State Class DIR PWC Dollar % of Ilem(s) Subcontractor License Registration N Amount Contract Number 9,10 National Coating and 73374 C-4 1000013795 Lining Company 5160,200.0C 14% 26713 Madison Ave Murrieta, CA 92562 By submission of this proposal. the Bidder certifies: I. That he is able to and will perform the balance of all work which is not covered in the above subcontractors listing. 2. That the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subcontractor for this project. C-3 NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on 3.29.21 ,at Torrance CA Date City State Justin Duchaineau , being first duly sworn, deposes and says that he or she is President of Southwest Pipeline and Trenchlesa Corp. the party making the foregoing bid that the bid is not made in the interest of,or on the behalf of,any undisclosed person. partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham;that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price, or that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract;that all statements contained in the bid are true:and, further,that the bidder has not,directly or indirectly,submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay fee to any corporation, partnership,company association, organization, bid depository,or to any member or agent thereof to effectuate a collusive or sham bid. Southwest Pi line and Trenchless Corp Name of idder urcofBidder JUsmP.DuCmmm PRESIDEWRTREASURERR MO SOUTHWEST PF13JNE AM TRENCHIESSCORP. 22118 Vermont Ave,Torrance. CA 90502 Address of Bidder c-a UTILITY AGREEMENT HONORABLE MAYOR AND CITY COUNCIL CITY OF HUNTINGTON BEACH,CALIFORNIA Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the FY 2020/21 SEWER LINING PROJECT, (I)(we)(it) will employ and utilize only qualified persons, as hereinafter defined, to work in proximity to any electrical secondary or transmission facilities. The term "Qualified Person" is defined in Title 8, California Administrative Code, Section 2700. as follows: "Qualified Person: A person who, by reason of experience or instruction, is familiar with the operation to be performed and the hazards involved" The undersigned also promised and agrees that all such work shall be performed in accordance with all applicable electrical utility company's requirements, Public Utility Commission orders, and State of California Cal-OSHA requirements. The undersigned further promises and agrees that the provisions herein shall be and are binding upon any subcontractor or subcontractors that may be retained or employed by the undersigned, and that the undersigned shall take steps as are necessary to assure compliance by any said subcontractor or subcontractors with the requirements contained herein. Southwe Pipeline and Trenchless Corp. Contract ustin Duchaineau President Title Date: 3-29-21 C-5 DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section I0162, the Bidder shall complete, under penalty of perjury, the following questionnaire. QUESTIONNAIRE Has the Bidder, any otlicer of the Bidder or any employee of the Bidder who has a proprietar interest in the Bidder ever been disqualified. removed or otherwise prevented from bidding on or completing a Federal. State or local government project because of a violation of'law or a safety reeulation? ❑ Yes No If the answer is yes, explain the circumstances in the space provided. Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. C-6 COMPENSATION INSURANCE CERTIFICATE Pursuant to Section 1861 of the State Labor Code,each contractor to whom a public works contract has been awarded shall sign the following certificate. I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self- insurance in accordance with the provisions of that code, and 1 will comply with such provisions before commencing the performance of the work of this contract. South est Pipeline and Trenchless Corp. Con for > Justin Duchaineau President Title Date: 3-29-21 C-7 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: Southwest Pipeline and Trenchless Corp Bidder Name 22118 Vermont Ave Business Address Torrence Calgoma 90502 City, State Zip ( (310) 329-8717 lustln@swpipellne.com Telephone Number Email Address 773862-A State Contractor's License No.and Class 01-31-1998 Original Date Issued 01/31t2022 Expiration Date The work site and video CCTV footage of existing sewer lines were inspected by of our office on 3.29 , 2021. The following are persons, firms,and corporations having a principal interest in this proposal: Justin Duchaineau-President Robert Bolger-Secretary Kop Kuwada-Treasurer The undersigned is prepared to satisfy the Council of the City of Huntington Beach of its ability, financially or otherwise rm the contract for the proposed work and improvements in accordance with the ans and spe iftcations set forth. Soutttwes ipeline and Trenchless Corp Com yName Signa re of Bidder Justin Duchaineau-President Printed or Typed Signature c-e NOTARY CERTIFICATE Subscribed and sworn to before me this 29 day of March _ 22p2 1 . A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document, to which this certificate is attached, and not the truthfulness. accuracy, or validity ofthat document. State of California ) County of Los Angeles ) On March 29th 2021 before me. Robert Bolger, Notary Public Month. Dav, and Year Insert Name and Title of Notary personally appeared Justin Duehaineau Names) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacitv(ies). and that by his/her/their signature(s)on the instrument the person(s), or the entity upon behalf of%which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. *SEE ATTACHMENT* Signature Signature of Notary Public (PLACE NOTARY SEAL .ABOVE) C-9 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 in .eaacrrrsoGcffi,� r A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness,accuracy,or validity of that document. State of California ) County of Los Angeles ) On 3 - 29— 2/ before me, Robert F3ulger, NotaryPublic Date Here Insert Name and Title of the Officer personally appeared Justin Duchaineau Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies),and that by his/her/their signature(s)on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. ROBERf BOL0E0. ' Notary DUDIic-California /✓(� Los Angeles County Signature commission a 1211111 - ignature o otary Public My Comm.Expires Mar 20,2022 Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Signer's Name: _ Corporate Officer — Title(s): _ Corporate Officer — Title(s): Partner — f ' Limited .- General Partner — - Limited General Individual Attorney in Fact Individual Attorney in Fact Trustee Guardian or Conservator Trustee Guardian or Conservator Other: Other: Signer Is Representing: Signer Is Representing: 02014 National Notary Association • www.NationalNotary.org • 1-800-US NOTARY(1-800-876-6827) Item tl5907 Bidder's Project History For the purposes of this project, the bidder shall provide project history of- similar work. specifically retcrencing the construction of sanitary sewer lining installation of at least 1,000 linear feet of 8-inch or greater in public right-of-way, calcium cleaning and root removal from sanitary sewer systems, and manhole lining and rehabilitation within public right-of- way. Bidders are encouraged to submit supplemental relevant project history in addition to the projects listed herein. Listcd below are the names. address and telephone numbers for three public agencies for which the bidder has performed similar work within the past five years: 1. City of Pasadena 100 North Garfield Ave, Pasadena CA 91101 Name and Address of Public Aecncv Name and Telephone No. of Project Manager: Miriam Carter Tel. 626-744-6736 $1,763,604.80 Sewer Rehabiltation using CIPP 812019 Contract Amount -type of Work Date Completed Provide additional project description to show similar work: CIPP 291' of 6", 32,191'cf 6",2,165'of 10",7,442'of 12"125 ; Install Top Hats: Rehabilitate 16 Manholes 2. City of West Hollywood 8300 Santa Monica Blvd., West Hollywood, CA 90069 Name and Address of Public Agency Namc and Telephone No. of Project Manager: Kieler Smith Tel; 949-892-8330 $861.158.50 Sewer Rehabilitation using CIPP methode 12/2019 Contract Amount Type of Work Date Completed Provide additional project description to show similar work: CIPP 4,354'of 8",323'of 10", 300'of 12", 158 Top Hats .i. Napa Sanitation District 1515 Soscol Ferry Road, Napa CA 94558 Name and Address of Public Agency Name and Telephone No. of Project Manager: Karl ono TeL707-258-6013 $4.719,546.00 Sewer Rehabilitation using CIPP methode 32019 Contract Amount 'I'ype ol-Work Date Completed Provide additional project description to show similar work: CIPP 32,584 If of 6%8",10",12",14",18"Sewer Main C-10 Bidder's Critical Staff Listed below are the names of the bidders proposed Construction ['reject Manager. and Superintendent. For each of these critical positions, please list at least three projects for which the critical stafThas performed similar work within the last five years. These projects do not have to be under the employment of the bidder of this project. Bidders are encouraged submit supplemental relevant project history in addition to the projects listed herein. I. Dan McCoy Name of proposed Project Manager Telephone No. of proposed Project ;\tanager: 310-329-8717 CIPP:8207LF 6'.3826LF 8",255LF 10'.2094LF 12' 10f2016 Sewer Main Rehabilitation FY75 $998,805.25 508LF 15 820LF 16",8 Top Hats Project Name & Contract Amount Type of Work Date Completed Sewer Main Lining Various Locations 2017 BM 17-113 $419,730.00 CIPP:720OLF 8',59OLF 10".2900LF 12"Top Hat 80 11/2017 Project Name & Contract Amount Type of Work Date Completed Pipeline Rehabilitation AN-1 $3.971 456.40 CIPP 40,412 If of 8". 1060 Top Hats 6/2019 Project Name & Contract Amount I-ypc of Work Date Completed 2. Edward Manriquez Name of proposed Superintendent -telephone No. of proposed Superintendent: 310-261-0761 Citywide CMP unin CIPP 175'o118'.95'of 24.45'of g and Rehabilitation $1,395,060.00 5'of 36'. 1,705'of 42' 912019 Program 2018(CIP 2017-20) 150'150'o of 60" Project Name & Contract Amount Type of Work Date Completed 9709.Sanitary Sewer Repairs CIPP 4,223'of 10".12'.15% 2017-18-Package III $2.174a91.00 552'of 21" 9/2018 Project Name & Contract Amount Type of Work Date Completed Annual Rehabilitation Program, Main Sewer Lining. FY 2016-2017 and FY 2017-2018 5592,823.75 CIPP 1,057'of 6',20,343 of 8', 6/2019 Protect No. 1-S-16 1233'of 10" Project Name & Contract Amount Type of Work Date Completed C-1I CONTRACTOR REGISTRATION WITH CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS (DIR) CERTIFICATE Pursuant to SB 854 (citing Labor Code Section 1771.1(a)), passed by the California State Senate on June 20,2014,established a new public works Contractor Registration Program,which requires all contractors and subcontractors bidding and performing work on Public Works Projects to register on an annual basis (each July I through June 30 state fiscal year) with the California Department of Industrial Relations(DIR).Currently the annual non-refundable registration fee for Contractors is $300. Each contractor to whom a public works contract has been awarded shall sign the following certificate. DIR FACT SHEET on SB 854 httpJ/www.dir.ca.gov/DLSE/Publ is Works/SB854FactSheet-6.30.14.pdf DIR's Contractor Registration Link—Call (844)522-6734 httpsJ/efiling.dir.ca.gov/PWCR/ActionServiet?action=displayP WCRegistrationForm DIR's Contractor Registration searchable database: https:/Ie fr l i ng.d i r.ca.gov/P W C R/Search.action I am aware and will comply with the provisions of Labor Code Section 1771.[(a)which states: "A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code,or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5. It is not a violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded." 1 furthermore will comply by providing proof of registration with DIR as the primary contractor, as well as for ALL subcontractors at the time of sub ' e bid. Southw t Pipeline and Trenchless Corp. Contrac r Y Justin Duchaineau ustin@swpipeline.com Email President I itic Date: 3-29-21 PWC Registration d: 1000002176 t -t± JSOUTHWEST PIPELINE 6 TAENCHLESS CORP BOARD OF DIRECTORS RESOLUTION SOUTHWEST PIPELINE AND TRENCHLESS, CORP. January 5, 2012 The undersigned being all of the members of the Board of Directors of Southwest Pipeline and Trenchless Corp., a California Corporation, certify that the Bylaws of the corporation authorize the directors to act by unanimous consent. Pursuant to Section 307 (b)of the California General Corporation Law and the Bylaws of the corporation,the undersigned acknowledges their continuing consent to adoption of the following resolution as the act of the Board of Directors of the Corporation RESOLVED, that Justin P. Duchaineau is authorized as President/Treasurer pursuant to the Bylaws of the corporation to sign any and all contracts,bid bonds, performance bonds, payment bonds,and other pertinent documents of a nature, for and on behalf of Southwest Pipeline and Trenchless Corp. This resolution is effective on January 5, 2012 and will remain in full force and effect for pertinent documents signed hereafter. RESOLVED,that Robert E. Bolger is authorized as Secretary pursuant to the Bylaws of the corporation to sign any and all contracts, bid bonds, performance bonds, payment bonds, and other pertinent documents of a nature, for and on behalf of Southwest Pipeline and Trenchless Corp. This resolution is effective on January 5, 2012 and will remain in full force and effect for pertinent documents signed hereafter. o .Colich,Member of Board of Directors T. Colich, Member 69,BtSard of Directors + Southwest Pipeline & Trenchless Corp. + 22118 S. Vermont Ave. Torrance, CA 90502 Tel. 310-329-8717 Fax 310-329-0981 SoulRwest Pipeline iW TrencMass Core„License No.773862 A Qanoni 14 Including U-Liner West and National Uner West DMsdm Modified dividend Form 251 ROFILE JOBS CODE PROJECT NAME A LOCATION OWNER..We,GENERAL CONTRACTOR CONTACT INFO. CONTRACT TOTAL LF TOP HALSECTIONAL AMOUNT START COMPLETE $92 046558nley Sawn,Radars M$Idl 7 P&N ve"I Div of San Jess ElusUeN VOMS, 13,160 0 S 1489]]925 CIPP I316OLF 6' 200 E Sant Gard St Town,5 408-53 5684 S.Jose.CA 95113 B93 113 ON Of VitlarvYe Ea.asaal SSlodo 10 ON SO S 419.73000 N-19 CIPP 7200L1`0',590LF IT.2BUOLF I Tod Hal BO 143S3 Crud Dore PO Bon 5001 ]80343a3]1 Vrlm,6O CaUorna 92393 5001 B94 SSRP DAR03 Mortnosl LA EOOIe Rack,Los Fast,SZC 12813 R.IW Decide EWnavoma 9492 14 S 992,537DO 811917 12/1917 CIPP SOW F it',]021 LF F.66v1.F IT,14M F 17. PO Boa 660219 82 35}$350 1]]LF 14',124LF 15' Arced�9,CA 96001 B95 SSRP 109 Pipe BNn A House Ben TomoviT:h$ASSOClatae 502-OW3490 W.O SZC 131U 5537 $ 255370 SO IMIM17 YJ1118 CIPP 248 W T.3,031'01 B'A 2,258'W IT 926 Wfae Ave.,El Monte,CA 01133 Lukv MmeavCli,Jr. NO SSRP DAR M NUMeul LOS ArypMYE 000 RC Tcosl Coach Sons 3237202920 18,128 B S 1.511.60500 114302017 hFro,ides HgIILVLw FeLi CIPP 749 W T.6,848'W B,10 236 W IV,4B5 W 15',B TH 547 West 140m Seed,Garnan CA o0248 Denied Coach B97 C83111ad Pma LSvp PIgeU Pnose6 SBO0a50 Union SanMry 510477-7005 3810 S 242107 DO 111,31117 1IM17 CIPP 3 016'of F.8'A 1P W72 division ROW.UnOn Cty Cons Esda AN BaronaeMwi. Prtyect-E rmnsiaei W JR86 Ban al Svas Inc{;pNT of Son❑e0o 619 W2.7211 204 S 1]],9]].00 9T3O'17 2)=018 CIPP 204'W 54' 10769 WOWsge Avonuo 201.Scolds,CA 9207t Boo SNn] ON Palos VergasNWA Sdpe Trunk Sawn,.SOc1A0l Rohe Count Saneolp,Dsl1clf of Loa Analae 3108 -1161 JOB S 47,B6800 1I5l10 'Milt BaNn eo MH 05191E CIPP386'W 15' I955 Workaan Mill Road,WIdllisr,CA 90601 J"G.'Nest9aatl ONSenpWlAnd Tod lives MIT CouCounty$enitalion Districts of Los An 424 731 25E6geles S Ffl.32300 12111:7 12AOn7 JompRrM CT Pat Sewer b ACWiden GJ 764 A 821 TC Construction Company,Inc. 902 Feet Social VaQKt owr GlarduM Avo SmvaP PODS 3106381161 S 1267400 IOI117 106017 Tend PpSdh 903 ]2]Basarn St R.Cap Csag Bon, ISO 6 $ 3832E 00 1011117 1031117 CIPP ISO of 6'A 5 TOO Hnts PO Bo.907 78O510b7E7 S.Marna,CA B2079 W4 SSRPPO6EIScmn0Av8Edean SI WO SZC12B22 Colep A.Sena 32)-7]0.2920 8962 S 1,5]],49000 Willa noropnoes CIPP558' d"T.8394'WO'. 542'Nest t40m S9ae.Gardena CA W248 Oonao CO"po 905 Contocneg Samcas Aadamdnl to Conaacl a 10516(CCS) ON W Santa Molvcd 310-E58J1533 2 $ 31 WSM 10(1117 10F 17 4 SrcLondl Rapon,2 l do Mot 2500 Mnlrpan Avp Danny Hoop,, Sena 12o.CA 9040E 906 Donney Tnal 15icn CounN S.Union Osucts Of Los Angeles 31OB: ilfll O09 S 86.53900 12/1117 12GW17 CIPP 509'W 15' 1955 Workman Met ROW.WIVIen.CA 90801 John Weingaard OO] SaWy Eeao:ROW ACP Lsarlg Protect(CWMOt5) Vamp SOMOdon A Flood ConuW D&W 70I644.8949 720 S 112B41 CU wild amid OFF]20'W IT 450 Ryder Seemed.Vamp,CA WSW Kv &wlpWn 609 Sever System CIPP Linn,A Pohl Rapers ImVmvementl W V.41a ON W Maaevy ON-SBO1442 Various Locations A 873 WVL rain-.'T 1 Atv S tntnynal Plpellna and Trancma s Car,,.Leslie.No.22A9a2-A OuooOn Vl1 loGucfin UA,I11er West and National Unity West DMslans MOdlllad Standard Farm 254 ROFILE JOB CODE PROJECT NAME A LOCATION OWNER andtor GENERAL CONTRACTOR CONTACT INTO. CONTRACT TOTAL LF TOP HATSECTIONAL AMOUNT START COMPLETE SAW Slmm Dran RenessMaeon FV 2017 MIS CIP a OR209 P1ios0 Cdy of Chub Viso 6193978115 4MI S 835,53000 91I18 rvLCWress CIPP 27 of 17.581-d 13'.1,M91 d It',406"Of 21'432 of 1800 Marvel Rose.CMib Vista.CA 91911 Jan Ma.w.1 NatcN 22•B36'.43t'0124'a56 or X .132'0138'.382 d 40'a65.7I of 4r,264'.148' 910 Semery Sewer Repays 201i-1B Peckapel Cty of San Jose 408.293A90.5 10524 f 1,C8893B00 Ellin ..monies CIPP is 28 of 6•and 2.798'of 8' 200 East St Cara SBaM,San Jose.CA 95113 Selena Lou 911 Im bm Asni 912 Pump Station H Linrf9 City of Son Dingo 619-236-6076 150 $38.650.00 v1=18 Instal 24'r 11 ny-n CIPP Lenin.150 IF Poch,Wos CMVOCis AoDel Bi ID10 SeCaid Ave 16d1 Floor MS 614C San Canso.CA 92101 913 Comoadd Test Fete Cdopooid Renoneeon Edvads Ae TWO Bass IWIJ 12.ED 2IIMIB B'.Bmm CIPP Lev,,3.SB4 11 Fee,Fbs Adam When 35Ba 914 SSRP COS Lricvai BMW A Rase Ava MNR Cone...K CIPP 3495 d of a' City O1 Los Andean, 909-592.2260 3495 S 293,60900 Willa Willa 51M Ble9cker SL RadwRi Pon,CA 917M Elvnaii•Ji Tones 915 Mai Diive Sarno-,Sc«a Ronadkult4a Prgx4 No 6115 City Of MLPWs ste.a E1 aon 823 f 970,906 DO 91118 1O aol B 95116 CIPP 623 d of 22'A 30 455 F. Cisfavaias 8Md.Marinas CA 95035 AN-NIS-3301 916 MIS Cok iSystom N0lWdaWl%in Protect(CAP 18T(5) None Suleta.Cisolri 707256b013 32,584 $ 4.119.548 ED Willa YJiY19 CIPP 32.564ttd6'B'.10-,12'.la',ta' 1515 Sosod FMry Road.No"CA 94550 rnd Os, 949-49"555 912 Sewer Pont Leant Reny.M17-18 Cornett No IMI-0 Smdn Caen Water Pslrct E..C. 14 S«monals S 3543000 WtNB Y.iA418 CIPP t4 3 as 1 315W West Street.LeOuna Bse n CA 9M51 918 Sei Lelarel Seal Raps:n M17-18 Condom NO 18010025 Soon Coast Water Oisind 949199 t5 30 Too flats f 56,35500 411110 4 J 19 36 Too Hate 315M WOU Sa0e1,Lotions Soos:n CA 92651 Elm.Ga. 919 CaWLia OrodlV 260S97-9990 CIPP1C541,0flr City of San Daao T.y L.. 1064 f .6,710 ED villa SON18 2185 La Meanly pine Vise,CA 920SI 920 SSRP N11 im Street A Vadri Seeel SZC13161 MNR Conion.W. 909592Q180 9D92 CIPP 9092 d 0:6".B'.10' City of Los Anlebs Eksata iTonal S 601,279 ED Q1118 1l 15 51D3 9bocker St,Sindvnn Park,CA 917M 921 Santa Fe St ROlst Sw Rena ColltraO WIB LA COumy Santasan pima 31"b 1161 290 f 55,240 ED 80:1U118 715d1e CIPP 290LF 15• 19M Workmen Mal Road JOIin Wesa.md Wlamer,CA 90601 14W 922 SSRP PO4 MSslon and Soto SZC13041 V.4 6M480.1442 7.242 S 412,96000 711118 W1118 CIPP 5744'dB.ISS d 1 D',193 of a'.7244'of 6- 15MI AF' bWpM2y.I-e oale CA 917M JOn Vasik 923 P,"sa RorWPMB1dm AN-1 City of San Dieo0P V000a Antoinette S.FAapo 40a 12 $ 3921A5640 Willa 611119 CIPP 40.412 d of B',I050 Too Hats 1010 S.WOd Ave 14M FIDY M$BI4C 619533-3439 Sat patio CA 92101 924 SSRP DAR05 Remdla Detoro Eaten. 6092 S 1237.422 ED 711118 luillB CIPP 1,28E d 6',5814'of 8-,B3011r PO Roa660219 Arrada,CA 91IJ06 BM3511350 925 Rdiii9 Hb EaWtes Scam pan Ranap Cty of Roli lWS Estate 310J22-1572 1925 S 3W 825 ED Y28118 I1118118 4045 Pats Vardus Dina Nam,ROIMS Nils Estates. CIPP 1 925 d OI 1B-storm Also CA 932i4 Senuvl Wtse oyov ram.Jw.VY Fyn M+. SOuthwaat Plpafine and Tranohlass Corp.,Lkems No.7TM2.A Qe ,Ian F.14 In40dln9 Uilner Watt ands National Una West Divisions Modified Standard Ed.2A4 ROFILE JOBa CODE PROJECT NAME A LOCATION OWNER andler GENERAL CONTRACTOR CONTACT INFO. CONTRACT TOTAL LF TOP HATISECTIONAL AMOUNT START COMPLETE am Sanaary Saner Repass 2017-18 JMB Consnucson For ON of San Jose Geanai Crowa 9.076 S 387,94S W 6'4118 W4TJ018 CIPP "2BLF F.254BLF W 132 South Merle Ave 650-267-5300 SMh San Fra,W Ke,CA 94080 927 Cnrwae CUP Lwrg and Ranopaduton Program 2018(CIP Cq of Santa. St.Mlle, 2,815 91111E 913d19 X17 201 5 1,385.WO W CIPP 175 of IT.95'of 24'45 of,30',845'of 3F.t]05.0142' 10601 Molina.Avanuo 619.255,1100 Ert 176 150 a180' Styles,CA 92071 928 9701 Sambry Sewer Repave 2017-1B.Padage 111 C„v of San Jos. Jesan Oat 4775 S 2,17489100 'Wilts CIPP 4223'Of IT.12',16,552021- 2W Eta Santa Clem Svool 408B15�3248 San Jose,CA 95113 f 180.310800 811118 9 ie 929 FY 201 T.16 Sauer Rsnapuaam Prgecl Reside For ON of Vda Pan V.to Espnosa 3,748 CIPP 3.7a6'OF PO Bay 8 19 62 722-i22B NTadN,CA 98001 9J0 Sever Cram TUB IDe4 Carp Ib ON b San Deena Lucy CrtT 350 S 40350 W :2J1118 1213D18 CIPP 35(T oI F 788 Enemv Way.Clw'a Visa,CA 819-I843B i5 931 Psidne R9nabLlaban AS.I;K.17.1587-JOC-3 KTA Co,uimalan irk for ON of San DOJO Shorn Mona 32.522 752 s 2,027,181]9 Wilts CIPP 32,522'M W,752 Tea Hau 19M Corona St Sole 105.El Costal.Of 9nx 619ds2-941sal 932 P,pnhro Ronabd Utbon AP.1,K 19-1775-0BB.3 CM o1 San Dean Pu0aa W 22.993 3Y f 2.027.181.79 411119 CIPP 27.744'W S.24908',3J4 TOO Ha15 W I O Sarag Av014M FbIX MM 14C San Deno CA 92101 an Amwel RenebNaan Pmg,am.Man Saner Ln,.FY 2018. Cly 01 La Hahn Cass Rage) 22,833 a 592.823 75 1111118 (91119 Z01]9,q FVfD 1T2 ofF No I-5-1fi CIPP LOST NB'.20 24,343a0•.123J'OI:P tLa Casa BMd 1582I 383d 158 La La Nebo.CA 9O631 934 2019 Sower Power,A PO ra Roper an and Dry of Pasadena. Cly 01 paw. M.Cans 42089 125 f 1,763 B0A W VIE wig CallomO CIPP29VOT.32,191'of8'2,186of 1V.7,442of12- iW Nowlin Gn,oelo Ave. LiT>A4cLffi6 125 Too Hats PofBdarya CAB'101 935 201 B Stbne Dsn,Sownr,A Pavrg Pm mt Point Er,pinoonng lot ON of Oal May 2W 5 23 324 W 23N'a1 B' 73JO Oppomavty Rd.,San Dean CA 9211' 930 pawn,T.k SOwor RanphAl0tsi Phase 2 CounN,Samtaaon Of Las Antalim Cauntv JOhnC West9ead 5205 f 1.178843W FJ19 CIPP 4,957'OI f Y.30B Of 1B 'JSS Wbhman Mil POad.W:vla,CACB9o1 31MM-1161 937 P,oeind PanabSbb,n AU BO No K-19-1766-080.3 GN o1 San DIXa Ron MLM4n 38.237 770 f 3 328,818 10 5119 DPP 38237'of F AO Top Kau 1010 S000nd Ave 141,Floor M5814C (619)A1A818 SO,Defy CA 92101 LOJI Leven A SI.Oneed lived In Plea Pepe S. Tahoe Utility t Tahoility Cewnu gmPOM1lbllalami P'qW,COaVOG No 29 1955 60TZ S 443,1KI6 W 7i19 CIPP 6,077 b W 875 Noma al Averse.TeMe,Asu.CA 96148 939 Easy.F.ah Von,..Sower Lend ROMOAIabon Prgact Spat M.PdKJI A SW 3Ib CM1Y of S'ml Valet Ma,nosl Friel, 1.187 5 224 461 00 .19 5,19 NO.SV I8Q8 CIPP 777'of 24',25 a 33-.151'03W 51W EItb,St Bulthvn Part.CA 917M 6268131TW NO WOaaua:ar Moen Rohaoalale0n FV 2016 Cav of Santo Bawl. Amanda Fled. 13,240 S 1.095832 W 4118 CIPP 9.248'a1 W,39Babf 8' 310E Crops Sf,.f 005-.W5474 Santa Bspsa CA 93101 941 tNadane PonaOAaaon AL-1.K-19�17B4-OBB-3 DN of San D,n. Jaen E Esandols 37,458 510 S 3,02K 16500 CIPP 3i45W a W,510 TW NMS 1010 SUCb,a Ave;4s Floor MS614C 819.533 4491 San Deco CA 92101 W2 Sewer Pbnl Le,ina Reosn 201819 COnuW No 19-01-0011 SNAti Geed Was Du Joseph McDwh S 29.700W u19 5119 CIPP W lateral scab W and 1 B- 31592 wen Sl,.a, 9494904555 36 L.luaa Be,,fi CA 92851 w ly rpn..An,sdY 1 20,1 So uinve t Pipeline and Trenc9le"Corp.,License No.773062-A Ouest,on L14 Including 0-LImr West and National Liner West Dlrlalorls Modified Standard Form I" ROFILE JOB CODE PROJECT NAME 6 LOCATION OWNER erdior GENERAL CONTRACTOR CONTACT INFO, CONTRACT TOTALLF TOP HATISECTIONAL AMOUNT START COMPLETE 943 Mae Mara Trn4 Service Improvement K-19.120A.013133 Cron ConsUucfan Corporation,la ON 0 San Caddo ]95] 13 S 472.38000 OPP 877 Of 15.?2B6'of 21,298'of 24'.13 top Hats 2185 LaNlr da Cr_Vista CA 92061 (7601 59 7-9650 944 8948-Saes Repeus Pecys e I Odyssey[nOneemg.Uc 1or Cny of Sap Jose I).vek UOvandy I0.510 $ 369,220.25 4n9 9119 CIPP 1O027 of 6'F,483 of 1 V 12' 1841 LorTWO Seeal 415 559 0R9 San Francesco,CA 94123 945 8888-SANITARY SEWER REPAIRS FY NIB MAO PACK II ON o1 SOY Jose Jesse Y¢Iza 8,959 5 146520 DO CIPP 9.959 a of 6 NO East Sena Clare Street 4B88JS580a Sal Joao.CA 96113 946 PW W14-SANITARY SEWER REPAIRS FY MIA N IS Devaney Engrosses, Vic Am ON of Stan Jose Paa[s 0Can0a 6.]BB PACKAGE III S 284.]1275 CIPP e.798'0 6'.ADDS M 8' 1641 Lon9sd Scent 41"12-2227 Sen Frarclsm,CA 9a 123 942 SANITARY SEWER SYS HE M REHABILI TATION.PHASE II Gty ot Mona0y Lon Lynn Widbmm,e P.E. 31V CIPP AND MANHOLE LIMNG(33C12501 $ 520mim CIPP 1,57O of 6'.9O9 of 8',1610 17.499 of;V. SBO PMft Se0a.Money.Cn.93940 1831)242 824E 206a1V we w3&Gn Daa CYred4n R Pips(CIPP)Genorol Centred l&arJ of San Jose Lynn To 15 500 S 944,944 00 CIPP 12,001 of 6.0000'of 12,1.509 of 1 V NO East Sera Cleo Street 408-793.5515 San Jose.CA 95113 949 2019 Server CMlectgn System Repays WA Constnstm M Cry al Peen Sprng Fano&ean9 1,346 5 91,790 00 CIPP 1,09Z 0 0 256'W Ir 211 W Wyemwe Ape.Patin Spregs CA BI2ht 7OOJ228918 950 B]20 A9acW nexus Saebry Savvier Repmn FY MI1-I8 Crotus Inc for City of San Joao 2,962 5 136.530 00 CIPP 1.914 of 6'.948 W 0' 945 Teruval St.Sal Frnopxt,.CA 94115 951 Con:ron Ol 4W3104 Cd1raM S 629.]30 DO CIPP 679 of 18'.1,12O W 24.450'0 W.61V of 30' A MI 3(XP St.Saoameno,CA SSE 16 2,800 952 Sayer Rd 41a"Pnpmm CAP No SWR0285(FY M AJ. Div of Chula Vista 4730 91 $ 11]]]5BAD 15)ASWRD295 fFY]015118)in Ina Cry of Chula Vain CIPP 349&6,2549 0 e',1=1 of 10-,555'of lr 219 FOURTH AVENUE CHU"VISTA,CA 91910 953 SOvisr Ravers;Pnooc,211 S.for Cry of Cluess 5 S 13,]0000 5 too Peb.2 secuorlM SB41 EroeonafO lX.Hurnmr turf 8nacn,CA 92649 7I4J891.2W3 954 Marrose Aye Poluedson BNd Se«a RMeansdon,CIO ABDO ON of'Jleaf Hoavwaod 49]] 150 S mi.Am 50 CIPP 4,35a'At 0',323'G IV.309 W A2.158 Top Hats 8300 Sant Moncal BNd,West HSINAKA C,CA 9CES9 955 Sawa aW Sbrm O.Franalse Ofy of Beverly HAS Clfrlstlne CNun0 IM920 5 456t900BAD CIPP 8900'of 6'.W 620rol 8',2.500 of 10',L309of Ir 455 Nor9f Raiford De ve.Beverly HAS.CA 90210 %.6UT.11 S, 956 2019 Man LnM Protect 1 Cry of Sao cove 14 916 S 844,559 W CIPP 132W of 6'.199 n 8.1 W a 1P.596012- I00a0G 1Ne Rood Ssaamano.CA 95827 952 Sonoma StaleU.cSuNSuvSr Rena Proeq No.2017-10 Of,of Rofnen Per! 1,560 $ 17454000 CIPP 1 w-d 15- I36 Ahem Avenue,Ranp1 PB•r CA 94928 slash A9reemMl la Server.S'Amf Oran BM PVnO Station,Cons:ructon,MBarena(e.RepB r,end Immadfale Rasponse Cry of Arfaf%m S 1000000 A00 E Vensnnt Ave.Pna0em CA 92805 B59 Pipa0fa RanahMatvn AO-1,K�19-1812-00 0-3 city of Se"Ufepo S 4 209,510 10 CIPP 4:uT of 6',1,119 W AW 1,119 Top Hate 1010 Second Ave 147f Floor MM14C 42,695 1119 San Dp000 CA 92101 W f:N Ions MMY 1-7011 Sautnwoet Pipeline and Troncnlost Dap.,LkenSe No.77a63-A Oueetton!14 IndWinp U1 na Waft and Netlanal Linar Waft Dlvisbna MOddled SU Ward FOM]ae ROFILE JOBS CODE PROJECT NAME It LOCATION OWNER anNOr GENERAL CONTRACTOR CONTACT INFO. CONTRACT TOTALLF TOP HATMECT10NAL AMOUNT START COMPLETE 900 Callome Aron E,tenaim Twnw Sera RenaoWoxI Cdenty Smanuon Cne of LA Cowny Jenny Nw 1a751 S 4.S .40300 CIPP 18 0 IF 4 Z88'0130'.6.869 of 3 ,,3,375'o136'. 1955 NORKMAN MILL ROAD 561 B 288 W'of 3R' 'mITTIER,CA AYSOI W yyr[vmr.M'mVSr fvm p�) SOUTHWEST PIPELINE C T RE NCMLF 55 CORP. BOARD OF DIRECTORS RESOLUTION SOUTHWEST PIPELINE AND TRENCHLESS, CORP. January 5,2012 The undersigned being all of the members of the Board of Directors of Southwest Pipeline and Trenchless Corp.,a California Corporation,certify that the Bylaws of the corporation authorize the directors to act by unanimous consent. Pursuant to Section 307(b)of the California General Corporation Law and the Bylaws of the corporation,the undersigned acknowledges their continuing consent to adoption of the following resolution as the act of the Board of Directors of the Corporation RESOLVED,that Justin P. Duchaineau is authorized as Presidentrrmasurer pursuant to the Bylaws of the corporation to sign any and all contrails,bid bonds,performance bonds,payment bonds,and other pertinent documents of a nature, for and on behalf of Southwest Pipeline and Trenchless Corp.This resolution is effective on January 5,2012 and will remain in full farce and effect for pertinent documents signed hereafter. RESOLVED,that Robert E.Bolger is authorized as Secretary pursuant to the Bylaws of the corporation to sign any and all contracts,bid bonds,performance bonds,payment bonds,and other pertinent documents of a nature,for and on behalf of Southwest Pipeline and Trenchless Corp.This resolution is effective on January 5,2012 and will remain in full force and effect for pertinent documents signed hereafter. �U W o .Colich,Member of Board of Directors i T.Colich,Member and of Directors ♦ Southwest Pipeline&Trenchless Corp. 22118 S.Vermont Ave. Torrance,CA 90502 Tel. 310-329-8717 Fax 310-329-0981 12707 North Freeway. Suite 490 Housion,Texas 77060 281-874 0111 800-547-1335 National Liner, L.L.C. 281-874-0333Fa.x January 1, 2021 Re: Submittals for National LinerTM Certification Of Compliance To Whom It May Concern: The following is in support of qualification and to certify compliance with the requirements for the installation of Cured-In-Place Pipe (CIPP) utilizing the National Liner CIPP rehabilitation process. The National Liner CIPP product is designed via the requirements of ASTM F-1216 and the installed product fully exceeds all the requirements of ASTM F-1216 and Greenbook Standard Specifications for public works construction. National Liner, L.L-C., licensor of the National Liner CIPP process, is one of the major installers of CIPP in the U.S. and Canada, through it's approved network of licensees. The National Liner process has been used to install over 15,000,000 feet since we began operations in 1994. Our projects have ranged from six-inch (6) diameter linings to eighty-four inch (84) diameter linings including reservicing thousands of laterals. Southwest Pipeline and Trenchless Corp., has been our authorized licensed installer since 1997. Its crews have fulfilled all necessary training requirements to be proficient in the installation of National Liner CIPP product. AOC L010 vinyl ester resin used with Applied Felt Inc. polyester felt liners are the components for manufacturing National Liner CIPP. The resin is specifically formulated for use in rehabilitation of sewer lines and has excellent corrosion and chemical resistance. The AOC resin formulation has not changed since Greenbook chemical resistance testing was initially completed. The quality control programs in place at every AOC manufacturing facility have been certified as meeting ISO 9002 standards. In addition, Applied Felts lining materials fully meet the requirements of Section 5.1 of ASTM F1216. Applied Felts operate quality systems complying with ISO 9002 and all materials are tested to ensure suitability to CIPP applications. Each liner is typically tested in 28 different ways allowing for traceable test data for any particular liner. In summary, National EnviroTech Group L.L.C. looks forward to supplying a commercially acceptable CIPP rehabilitation technology we are very proud of. Regards, Ray t. Pavlic Director of Marketing National G Liner' BOARD OF PUBLIC WORKS CI 1 1 OF Los ANGELES DEPARTMENT OF MEMBERS CALIFORNIA PUBLIC WORKS BUREAU OF VALERIE YNNE SHAY/ ENGINEERING PRESt OENT !� ELLEN STEIN VITALY B.TROYAN,P.E. VICE.PRE$ICENT JaNICE'WOOD CITY ENGINEER PRES IDEENT PRO-TEN ``ppLL 65L SOUTH ELES,'C 9 SUITE200 COMKU3KNE N LOS ANlGELEB.CA 9001J4911 ADRIANA RLIBLC D AAVA AMES K. HAHN GENERAL INFORMATION Commis I N MAYOR TCI,:21191"7% Fa:2:3.916L270 JA.`.SECRET ayoN May 30, 2002 Chris Scarratt ZZ Liner 225 W. Third Street, Suite E Long Beach, CA 90802 Dear Mr. Scarratt: Re: NATIONAL LINER CIPP FORMULATED WITH AOC L010-PPA VINYLESTER - CHEMICAL RESISTANCE TESTING W.O. BDO01595 Per our September 17, 2001 letter, this CIPP system satisfied chemical resistance testing. We reviewed your May 28, 2002 facsimile and concur with the proposed design values. This material is useable on City of Los Angeles projects on a Trial Demonstration basis. Trade Name: National Liner CIPP Approved Use: Sanitary Sewer and Storm Drain Pipe Rehabilitation Installation: SSPWC Section 500-1.4 as modified by Standard Plan S-610 Size Range: 4"to 80" Resin: Alpha Owens Corning L010-PPA vinylester Felt tube: Polyester felt coated with 15 mils polyurethane on the face exposed to flow, from National Envirotech Group Llc, 12707 N. Freeway, Suite 545, Houston, TX 77060 Initial Flexural Modulus: 300,000 psi minimum 50-year Longterm Flexural Modulus: 75,000 psi minimum Initial Tensile Strength: 4,000 psi minimum If you have any questions, please call me at (213)847-8781. S' cerely� ugh S. Lee, Group Manager esign Standards and Investigations Group 650 S. Spring Street, Suite 400 Los Angeles, Califomia 90014-1913 HSL:hl/natlnl2.wo6 cc: E. Decker, National Liner West, 539 West 140th St, Gardena, CA 90248 T. Gorman, Materials Control - M/S 480 W. Lawson, WCED - M/S 538 J. Ellison, EoD D. Li, SED E. Arrington, SED AN EQUAL EMPLOYMENT OPPORRINnY-AFFIRMATIVE ACTION EMPLOYER "t0.: 11)0 l -J I$- )93 ••.JDEP.kRTN1-XTvOF G`ENER.kL SE S 'RVICE J Ha'a I Ot r:eice date: I -3 1 -2 0 0 1 STANDARDS DIVISION D l7 :S k CELES. PLk C: R E * ' -c: '.ir. Hush !e� �O> ,.���ES. C,,900a �`' 1:17145--4: 3 pG1 rn_ine,- e Des�_n F+�r:')+ss.sars PUG 0 i I;. Je.'/ Ellison ION P1E CHEtNTICAL RESISTANCE TEST OF NATIONAL LINER CURED IN PLACE PIPE ] the request of the Bureau of Engineering, Structural Division anal Maio.- Sewe_ cneineering Division, chemical resistance and physical properties tests were conducted on a set of National Liner CIP? sewer pipe lining system samples Project Title: National Liner Project No. : BD001595 Source: U-Liner West Engineer: Hugh Lee / Jerry Ellison The s=_mples were - tested for weight chance and physical Properties before and after exposure to chemical solutions in accordance with the Standard Specifications .for Public Wor'(s Construction 1997 edition, -sections 210-2 :-3 . 3 . Test results sheets are attached. /.• SS/04' �,.• 'k. Horq ��f va. 24775 � apk n K. Hovasapian, i 'ex OCII) :slrol General Services/Stan and :MCC r. t 4 -,age 2 of 4 Las Na: 2CC1-514�93 ' &912001 Chemical Resistance Test 0 f RECEIVED tiational Liner CIPP SEP 05 2001 ENGINM90F 006 Arc Corsuing SeMcsS Project Title: National Liner CIPP Project Number: B0001595 Engineer: Jerry Ellison Source: Alpha Owens Coming Date Received: 10/19/'2000 Specification: SSPWC210.2.3.3. 1997 Description: Vinylester 1-010-PPA Resin RESULTS REQUIREMENTS SOLUTION:. CONDITIONED..: CONDITIONED _. r , ,WEIGHT CHANGE irri - 'D ^28 55 ya t84 =T12 Sulfuric Acid, 20% 0.0664 0.0794 0.1685 0.1731 Sodium Hydroxide, 5% -0.0701 -0.1450 0.3183 0.5926 Ammonium Hydroxide, 5% 0 1002 -0.1474 0.2507 0.2494 All Solutions Nitric Acid, 1% I 0.1132 0.1527 0.2710 0.2859 Ferric Chloride, 1% I 0.1240 0.1628 02615 0.2956 and Periods Soap, 0.1% I 0.1176 0.1596 0.2640 0.2800 Detergent, 0.1% I 0.1053 0.1557 0.2625 0.2791 ± 1.551, max SOD, 2 700opm 0.1280 0.1530 0.2586 0.2841 81each, 1% 0.1154 0.1257 0,2393 1 0.2456 J Lab No: 20C 1-514-293 Page 3 of 4 Rev.: EIG/2GOI Chenicaf Resistance Test of National Liner CTPP RECEIVED SEP 052001 ENGINEER OF DESIGN A/E Ccmultng SeMces Project Title: National Liner CIPP Project Number: 80001595 Engineer: Jerry Ellison Source: Alpha Owens Corning Date Received: 10/1912000 Specification: SSPWC 210-2.3.3, 1997 Description: Vnylester L010-PPA Resin SOLUTION -`-"RESULTS:—"; ? REQUIREMENTS iCONDIT.IONED' - - HARDNESS.:GHRNGE• - maximum f12iD'aysainmeision � -Sulfuric Acid, 20% -3 Sodium Hydroxide, 5% 4 Ammonium Hydroxide, 5% -3 For - Nitric Acid, 1% - '-- 3 _ _.__. . Ferric Chloride, 1% -4 Information Soap, 0.1% -4 Detergent, 0.1% -4 Only BOO, 2 700ppm 3 Bleach, 1% — - 2 PHYSICAL PROPERTY INITIAL RESULTS. Hardness, Shore 'D' 88 For Information ASTM D2240 Only L=_7 Nc 2001-51,-2c3 page 4ci4 Rev.: 8;5i2001 Chemical Resistance Test of RECEIVED SEP 0 5 2001 National Liner CIPP ENGINEM of DESIGN NE ConyAng Ser&as Project Title: National Liner CIPP Project Number: BDO01595 Engineer: Jerry Ellison Source: Alpha Owens Coming Date Received: 10/19/2000 Specification: SSPWC 210-2.3.3. 1997 Description: VinylesterL010-PPAResin SOLUTION RESUL-TS..__,.... Tensile:,..- -. -.Elongatiors Strength psr 0I> REQUIREMENTS -712'Dayslinmersrdn Sulfuric Acid, 2054, Type 1 -5.925 1:4 Sodium Hydroxide, 5%, Type 1" 6,024 1.4 " Ammonium Hydroxide, 5%, Type 1 5,452 1.1 For Nitric Acid, 1%, Type 1 6.248 - 1:4 Ferric Chloride, l%, Type l 5,543 - - 1.2 Information Soap, 0.1%, Type 1 6,214 - _' - 1.4 -" - - Detergent, 0.1%, Type 1 5.780 1.3 Only SOD, 2 700ppm, Type/ 5,759 - -'1.2 Bleach, 1%, Type 1 6,538 1.4 PHYSICAL PROPERTIES i 'INITIAL RESULTS ' Initial Tensile Strength, psi 1 6,173 For Information Initial Elongation, % 1.3 Only ASTM F1216 TEST RESULTS ON 6mm FELT LAMINATE MADE WITH L010 PPA-38 VINYL ESTER RESIN ONE MONTH RESULTS AT 77°F Februa 13, 2001 REQUIREMENTS PASS OR FAIL CONTROL SAMPLE FLEXURAL STRENGTH, si 81331 STANDARD DEVIAIION 392 FLEXURAL MODULUS,25, 503,608 STANDARD DEVIATION I 483 TAP WATER FLEXURAL STRENGH, si 7,580 STANDARD DEVIATION 699 %FLEXURAL STRENGTH, si RETENTION 91 >80 PASS FLEXURAL MODULUS, si 481,862 STANDARD DEVIATION 19,013 >80 PASS %FLEXUARAL MODULUS RETENTION 96 S% NITRIC ACID FLEXURAL STRENGH, si 7,049 STANDARD DEVIATION 572 PASS %FLEXURAL STRENGTH, si RETENTION 85 >80 FLEXURAL MODULUS, si 497,305 STANDARD DEVIATION 18,329 %FLEXUARAL MODULUS RETENTION 99 >80 PASS 10%PHOSPHORIC ACID FLEXURAL STRENGH, si 7,997 STANDARD DEVIATION 506 >80 PASS %FLEXURAL STRENGTH, si RETENTION 96 FLEXURAL MODULUS, si 490,216 STANDARD DEVL4TION 13,666 >80 PASS %FLEXUARAL MODULUS RETENTION 97 10% SULFURIC ACID FLEXURAL STRENGH, si 7,474 STANDARD DEVIATION 718 %FLEXURAL STRENGTHI, si RETENTION 90 >80 PASS FLEXURALMODULUS, si 498,191 STANDARD DEVIATION 24,292 >80 PASS %FLEXUARAL MODULUS RETENTION 99 AMOCO GASOLINE FLEXURAL STRENGH,psil 9,061 STANDARD DEVIATION 649 >80 PASS %FLEXURAL STRENGTH, si RETENTION 100 FLEXURAL MODULUS,psi 500,498 STANDARD DEVIATION 11,527 ppSS -- — FLEXURAL MODULUS RETENTION I99 >80 I VEGETABLE OIL FLEXURAL STRENGH, psi I7,662 STANDARD DEVIATION 1 422 >80 PASS a/a FLEXURAL STRENGTH, si RETENTION 92 FLEXURAL MODULUS, Si 500,662 STANDARD DEVIATION 19,811 >80 PASS %FLEXUARAL MODULUS RETENTION 99 0.1% DETERGENT FLEXURAL STRENGH,2si 7,375 STANDARDDEVIATION I 396 >80 PASS %FLEXURAL STRENGTH 2si RETENTION 89 FLEXURAL MODULUS, si 479,946 STANDARD DEVIATION 21,600 >80 PASS %FLEXUARAL MODULUS RETENTION 95 I I 0.1% SOAP FLEXURAL STRENGH, Si 71799 STANDARD DEVIATION 672 >80 PASS %FLEXURAL STRENGTH, si RETENTION 94 FLEXURAL MODULUS, Si 480,732 STANDARD DEVIATION I 825 PASS %FLEXURAL MODULUS RETENTION 96 >80 its =but n contaThl ined in this dam sheet is based on laboratory data and field experi<nce. We believe this inforcutmation to be not guarantee its applicability to the usefs processorassume any lia�it for otcunencestC[Ian btCoref committing to ting the products described helm,agrees to be responsible for thorou I testing any appndation should not be taken as inducements to infringe any patent or violate any law,safety code or insurance rcguWtion. avFeB:t Liner rialDtaatOOLinert Cum4 a Fqae Inuepsion Me Uescri ptian .,fir', A multiple layer felt liner with impermeable coating conforming to ASTM-1216 ! ' ,APPLIED FELTS Application installation Method Inversion Impregnation Method: Vacuum impregnation and pressure rollers Curing Methods Resin T}pc Coating Warm Water<50' Hot Water<90" Steam< I10" Polyester Polyurethane Yes Yes Yes PVC Yes WA N/A Vinyl Ester Polyurethane N/A Yes Yes PVC N/A N/A N/A Epoxy Polyurethane Yes Yes Yes PVC Yes N/R N/R N/A = Not Applicable • N/R = Not Recommended Diameter Generally(G"to 80") Thickness Range 1.5 mm to 100 mm Available Afuna/ndured LenglHs Any length made to order This Product Information sheet gives general information. Exact coating type and thickness will depend on the types of resin being used. Please contact our Technical Tram for specific advice. National IimimTech Group • 12707 North Frerway • Smic 440 • Hotmon,'rcmx. 770N) • 291-874.0111 wa.c.naiiunallirur.aun Natiomd 0 Liner• Cured-In-Place Pipe(CIPP)Wall Thickness Design and Hydraulic Capacity Calculations Project: HB Location: HB Ow.,: HB Line Seg^M^tls): HB Deafen Assumptions: OSmaded cess are."l-defloed conmpon of most pPo MS. PD•paRapv downso moo,FO•fury a m.laa Inside partial.of pool pa(in) D•Ovauv t post ppe(%) e• Detaat vabe a 2%:own•0%-10% Slope of.1 Poe(") S•Ha6l pipe MamlN,g'f mugnnes ldimensloaeyl n,• vane,trom 0.01ye.0301aeoenoenl on e,iemq Poe material.OppOsp .diameter aria dp,bon) CIPP Wponme s mouOmp.(dvnmssimemi es moon o.009e013 Cmsuaned ad m of of news sal n the Pa idly low) M,.• ate pebw tow moommenoed vases Fron Tate 5.6 Of ANSVA Mara.Of a Wan']ieUKea MIS.5eaorb Eo lgn Uphimimn.Nimiln. Granular element Soils Unconfined compress" mength NJ Description BI,swN1(w,ASTM Distil) De.cdpibn tonal., lips psi We m.0.1 rory,=ery boss >0-U25 0.13 vary,very soh 5p 0.3 •3 1-2 vefy iota 0,125.D.25 1313=25 vii 200 1< � 2-4 0.25.0.50 25.50 soh 700 ..B A-B loose Ow."0 50.100 medium 1,5D0 10.3 8.15 segmly compaa 10.2.0 100-200 sUI 30�00 20.7 15-30 compact 2.0-4.0 200_a00 "EgAtin 5_,000 3a.5 30.50 dense a.0.80 a00-60D hard IO.M 69.0 >W ve dmx >6.0 a Epp died 20.000 138.0 Fle.ural mp0uss of Eaas Wty o1 CIPP.mmpal(Pat E• 250,004 IAmomim value is 25e0DO psi psi ASTM F1216 Lwq-tens relenlwn al matm.ni 1,momparms(%) 50% Demut vase is W% Flexural mcauss of emsWty t CIPP.Iwq-term 1psil Ea• 125.000 Celemmened lrom".1emm atmpon% NWn safety faaw N• 2 DOlaub vase is 2 0 Unit weight t sd find) a,• 130 AMW to fully detempm;ed de5yns mN Unit wegnt o1 wmef(oci) a•• 62.4 Depm ol oover(h) H. 10.0 Measured from grouts s.H.,m m we of pipe Hegm t gmunawWpm(h) Ft.. 7.0 Measumd ton too of pima:NSA:N w.mr ate Is below lop of plps.Input a nagrW.numarl Internal vacuum mm,.r.(pal) P,• 0.0 Dataua vase o D Informal pm aura(OSi) P• D.o Pressure one ammosoms MM If no oreswro.input 0 W molar of hole w a.n.N In o,,v.I Poe wadi(m) d• 0.0 P'.m pipe appMzpons mM if no preasurc,input 0 Poo son'.nob t CIPP 0.30 Averryle vase In'CIPP per ASTM F1216 Flexural str"Of of CIPP,nipal(psi 41500 1 Maawm value is 4.500 Psi Per ASTM F1216 Flexural suerpm Of Clpp.brp-Iwm(ow) 2.250 Detmini ton".lam natmWn% Tensile wremgln Of CIPP,mull It.) of 3.000 pressure Poe Bppacatpns Doty! Tensile avempm d CIPP,brgierm(psi) 1.500 Dampened Ion lo^g-lam,mlmem% EnnaMOmmt motor lwmenaonmemil aI(• TO Minimum valve rmmmmeMed pM ASTM F 1216 sumo.rye lolaug conaAdn H2O H2O,EBDora'uport H2O completion fillphwn Loadal Impact fawn'In'offs;bad(dirti.less) 4• 1.0 Fop MSxTO SYdntlatl SpeafioWns b Wgnwey Bridges. 12th EMpon WPbuWbaaareaovermoealawNliftel 5174 SM ebb fits fqurea ton w Total apWea surface wnW Wd(b) PL»• a81100 Based on m0oal baduq confquranot nae able below) H2O Its bad Pansmoto b pa,at Isom H(psi) f Oil m•(p 4W1«lyml nucfJLoedb orH bade par Cpndl0mn H,men ma P,ins ha.N 1 0.B3.1]5H 1.6]•1]SH 2 1 1.33sH<4.10 32000 1 10M-V55.67•1>5H 3 1 A,10114 1 48,000 Ilan-1]504M5.67•1.75H) G ,p. e4 pvpi Imp r,4'. n.ramelu..w tam6im.3 IMaWElm ams.srpl•Dulwlwl (gsgpg2 D,wd..l Lm A, T.o nM Tilt P.r.q Dood.3 D.ea4mf..A, AP-m,L.,n I.,Wd" EOO.CskplMbns(palWae,LadH E60 foe bad uansfenad in pipe at depth H(psi) 0.00 Ion graph below EEO Live Loads of Pips misled Unde,H.Imo.d. (From Concrete Pont H.nd no..SM Edldon) a o _ 8 � oom'e o mwemm � rlin If 8- a IIII II _� I ' III II III z z 10 B' S'5'S' 9' S'6'S' 8' 8'9'5'S' 9' 5.6'S'S' ! 5 6a 0 aP 0 to 20 30 Y Flgm a.50 Soa.mg oI Loans4b In'a Unit Lwd(Mn Doope,E 0 0 D,gnLo.,amp z CIPP Design Template Y?wwl NEI( Mbdulus d eM1stiwN d canwefe(psi) E_• a.000.Op0 default value is a.m." pdsslln's ratio of concrete(dimensionless) u• 0.:5 default value a 0.15 bbduN]d]uW.d.ra..(bpn') a• 2W see all CMt figure UIIEOPNIA BE<P IAG m 25CBfl Tllk4nee50f[derma government Rn) 11• 12 w t 1 5 6 : 99� IS }0 }51] •0 W Ed goo IW OepN Of fpveC too Of tide To EOltdndSEap(hl H• 9.0 11.ullID5011 CLASSIIICATION 1 HMIpnUI diSlance 1.pipe CentMne(X) %• 0 ssu C c O(wORt use) Lo'a.OI Enjmlt U.S.Mrm Fadlus d wdne.d me npo pavement(It$ R.• 3}} p u.5.Bunw P1 RIfl.m.ua. O R. _ wneel me(bs) P1.• gO,I]lt0 T Eh' AA$NTa son LuuIFICAT IG x r.e.I Pbn..r Aan.r.nn�m wwslvpe baduq smnaro is for 2 bad>spacdd 0.6R aDan and a cakulateO lxbw. I For alternate baUap porpupons,see C dra AN HaNftook 5m E ibdrr I ---_ -( Pressure CoeMkknt ICI for XIRa•0 21ow 0.8 Np "'aIO if 0f P5l AVIATIONNCY 7 035 � IPiw b li JCYvuuranlon '. 1 y•40005.••0 01010-0 0158.•031W +u' La's-a>•` o} I I I H x �01sPEsls:nxct rALut.R 01" / / �\ .•ICI N ,. Ro ws ou Or-sueG RAOLrR ucnOx,�rn Pe iarA h� 005 tUR,• 2T56 B EAPINO VALUE.a, C- 00}a (30,m aia-ur Ple•.OLln.An.-) o 0 } • 0 B 10 � CAtIf OPNIA BEARING RATIO,�CBR __-_ _ FAR. AIrpM And Also Marston"10 tide at NAM H Ip]i) 'A e'.•CPIR" Wall T1pCkIll Da]IGn PerW IN Depulorated GnNty Plea Condition a _ 1-wloo OvasN ranucuorl lactw ldunenpbdeasl C• O.6a C I1-Dl100F E.Ional nydmObtk p.,.Irom ground«ater(AN) P•• 3.32 P•• .(H••D92YIA y . D M1N1anUm Rupinals1e0m rep,ppr 5uU Cu<lang 01J C• , P C _ x ASTM F1216.E0ua0n 321 •P 1� Mnmum NkAness npuirec,Ovaby deft p• 0.06 n 1,5 f��t-1��SDW-05.�:•1��SDR-p•O ASTMF1216.Equau0n X13 92 mm SORT t06 D P••0.oefauN SDR•IM Duadnto I.C.for EO X 1,2 A• 0.0306 used b solve for SDR,and y: b- 4,510 c A -3w BIN Fully CeM1n»led Gn Iy PIN Collalborl Total ner bad Van]tanni W No..1 NpM H Idyl• W. 0 64 From eve bad CakOlalbn] waver buoyancy Ia((W(dvnensi0dadr) FL• 077 R.•1-0.33(HJH)(mn.valid•0.63) Clgg:H H•° ,uw K.•0In Mr.calculation Toil ertemal Pressure On PIN(osi) AN• 10 91 Q,•0.331E•6,HRJ144.W. HM:ITH•°O.use K.•0In MA.Calculation Cormspent d agovo,]UPOPn(III El'• 0.30e R'•1ry1•ad°""'1 Mlnanum bkknd53 M.Ad .Lwcdws tuff hng equation y• O.16in r. ITV.1' D' 1: ASTMP12t6,EquaUor Xf.3 Mvlmum Fnbkneas rer uved,pipe U ness y• O.t 3 in 3,35 Fron t=Dgb(1.0133 12)" ASTM F1216.Equation AT a Partially CannMM1d Pnawn Pip CmWfbn "Anrnum Nklvles]rebuved As AU'dralb nlemal D.I. L�• 000 f•.DYIIDId Ir'(533 v1IPN))"•1) ASTM F1216.Equation A 1.6 An spawlkp across any noes in me agiuul pipe wt dm• 0.00 U dl0 a I.RJ IbJD)'.ASTM F1216.Equation%1.5.men seer a In ran,Fairport or noop ideas 1.83(yJ0)"• 000 And NO,delerii pnapun dpe CgndlUon aPok.(ASTM F 1216.Equ..X l]I Mnenim bkkneas nOwnd by design deck L,• 000 Or 0 oD FIAT puffy MM1rlaraM Pressure PIN Condllon Mnanum tnkAneas required to-anstend en amemal tan• 0.00 61•DI(12 vulPN)-2) ASTM Ft 216.EQU.W A 1.7 bads and fee tuu internal pressure 0.00turn CIPP Watt ThicknessNsipn 5ummnrvWatt ThicknessNsidn Summnry Host pipe Condition Fully Delerbrale0 CIPP and use application Gravity Fbw CIPP putlbe diameter In.,,pipe Inside dameter) D. 8 In AMLnum CIPP mic"ness Wlculeted yam• 0.16 N Greatest value calculated from ASTM F 1216 E0uAW,Xl.1,XI,2,%1.3 and T a gravity 3.9a Fron fbw)or greatest of Xl.1.A 1.2.X19,X1A and I]Ipnrpure DIPOi Mnvnum CIPP MAI recanmended M•.• OAR N Eased tin A rr.iIr Um SDR=100 3.4f Npnnal CIPP MR:mu p b be supplied tfw• a.5Tord Rounded up to be neare511.5 mm b efled standard CIPP tnkknessea supplied SCRr--1 45 SDR•Du Wx. umreCwpl OWSDRIw CIPPO1Wgee ASTMFt216 CIPP DO&I Tempbte MgM21 NEI( Hydraulic Calculations CIPP nsfee oumeter(n) o�•m Fb area of post pipe III') A• Fb area 0 CIPP)fl') h. Capace of Most pipe ids) 0'. 0.1,.Wa R„5" (Wnphtgi E,..) Capaoty of CIPP Ins) a'. .mere R.•nyoraulz ragas•Dwa for pipe Ia N fun %n leselpeuease n Fiow Capeoty GO• CIPP peWn Template YHA=l NEK National OLiner• Cured-In-Place Pipe(CIPP)Wall Thickness Design and Hydraulic Capacity Calculations Project: HB Location: HB owner: HB Lino S09'nent(s): HB Design Assumptions: OShaded tees are userSefned Condition of Msl lope MIM PD•partbM detedoraui FD.fury Mlenditeo Inside duamnrer of post lope(in) D• O.alty OI post pipe 1%) O• Default value s 2%:mope•0a 10% slope Of foss poe(nfi) S. Host Pipe M1lannon,3 roughness(danerna oodess) rg• vases from 0.0134M(papeodent m ensmg pipe fratmlal.gedi dlanwer and condition) CIPP alamig3 b,gNfau ldmensbNm) vanes from O.1O 0DI] Consvaned sod hodu4s of nacre soul n the pipe done(phi) M-• See table below,for reWrrnerWea values From Table 5.6 of AW AAWmrald N9Mr Redicod MaS. E9rtbn conditions Nathee Soils Granular N.Uva Soils Unconfined comyr...N. M.. strength(9.) Deurlp iota BIOwSDf(par,ASTM D pYl YPO ^�� t5a6) ncnpdon bnslsf kin. >0-t veryyery qme >0.0,125 0.13 very.very son 50 0.3 (P 1.2 very bole 0.125-0,25 13 25 very sell 200 _4 tY•yz' 2-4 0,25-0.50 25-SO daft IN 4.8 a-e boas, OM-1.0 50-100 m.dlum 1,5DO 10.3 - -- B-t5 slgnly opmpan 1.0-2.0 1M-M so 30�00 20.2 15-W oompau 2.0-4.0 200.age fmryso 5.000 :u5 W-W a... 4.0.6.0 400-600 here t0i000 690 >S0 w tied$. >6.0 >fi00 ver,ham 20.im, 1380 Fb,usl rdoeulus of Eatastrnty of CIPP,initial(psi) E• 250 000 Mnlmum value a 250.000 ml per ASTM F1216 Lang-term War.M mecnedical propeNes(%) 50% D.lauh value is 50% Flexural modulus of elashoty of CIPP,big-term(psi) E, 125, 0 Deleb w from on Term retention% Design safety factor, N• 2 Oefaue value u 2.0 Unit weight of sd(W) a,. I" Apoles to fully aephodited designs Only Unit weight of water(Pcf) 0.• 62 Dept,of cpvtx Ift) H• 15.0 Measured thorn graune sums.to by M one, Height of grouddwaler In) H.• 2.0 Maasuroe front,top of pipe:ggjg:If water table Is Mow by of prim,Input•negative nambarl Internal vacwm y..'a(Paq P,• 0.0 D rtwn value u 0 Internal pressure(par) P. e,6 PredwR pion epDaFJLMs prW! don P.M.input Diameter of hale or month,In onrel pipe was(0) d• 0.0 Pressure don applications men 6 no Dr..,.input 0 Pordson'S ratio M CIPP 0.30 Average value for CIPP M ASTM F1216 Flesurol wedged of CIPP,iagal(pay) 4,50o Mnimom valuers 4 SIX)pig per ASTM F1216 Fle.urol strength of CIPP,long-lmm(psi) oL 2,2W Determined Item log-term retention% Tensile strength d CIPP,inival low) or 3.000 Pressure pipe applbabons my Temas,stronger of CIPP.brgannn(pal) or 1,501) b mm DeIt."-is.Ire relenmn x Enhancement lactw(dim ptudnleds) th• 10 Mnlmum vaWe recommeMed por ASTM F 12 16 Surface we loading conddron H2O H2O.EN or urmri H2O CahuleMns IMlohwa,Lgadsl Impact factor for trans bad(diduf mb55) 4• 1.0 Flom AASMTO Slundam 5,pedroeans In Highway bieges 12tn Earwn OlathMlee bee area over doe at depth H In'I Ail• gg2.1 See table end Igures Mow Toul apPlmd surfam wheal bra(D) PL.• ---IsQM Bases m URICeI Iddug cMf,ul..(am table Mow) HIOthe load Vansfensa to lope at door,H load , 0.3 t•(P lry(144 As,) "ducal LMdin uratlons e,H2Oloads per WO, Condllbn H.tam I P.Ion A„n 1 H.1J3 16000 0.01 1.75HX 1.67 1,75H) 2 1,33 s H.a 10 32.1X* 0.63.1]55.62.1]5H J 1 4.10 a H 1 49.000 (4.83.1]5Hy5.67•IJ51-1) w ••r lwa a,, •4r \. rpr. ra ���� -`.�.`_._ rwr.,..r4.. 0\1`-.•r . ���� w.rl�4u �'=�� J' \'�\y 41, oY 1 J/ c•` D4•. ^ 'r V' ..1-fr 4. /` rw--lW 4. o, V (gm(gaLI D•0 .LW Arr.Sina.dust VRa•1 Landism2 Dsahbown Lost Area.T•,H TN[4 P•av9 Conditud, .IY4GIM LW MrMwrwl•lu]rn P•uaq YWe E00_Calculneods/RalNaay.lpatia EM Yve We transferred b pipe at depth H(mi) 0.00 Iron moon oebw SO I.N.Load.on Pim I.M.1ked Under Railroads (From Doncran Pom Handbook,She EdIMn) $ o-o'aeS SeS,e S_ S_o S,S. SS,gS 6,0001 b per ss mm .n e lid 11 25 jgpa 30 _ f✓'n(' 'l;'!u� v-n Jon r-- -_ Ba � _]• 2 _ _ � � _n �I III _� rl �•� x 10 A. B'I5'5'5' 9' 5 6'5' 8 8' 5'5'5' 9'5'6'5'5' b� 0 0 10 0 W Unit Load Ipl) Flgun 4.30. $ E I80 0,ougn Loudg Axb IOr e CIPP Design Template W92021 NEK IlirlwTl L9441 Modulus of elesubty 0 cglgete DON) E. ♦,000.000 Eelault value is♦mD D0p P..nW 0..te(dlmensbnless) III D15 EefaUh Value 1s 0,15 ModuNs of sumeda raacpo,IIW'l E• 2 sa 50 e adjacent 1pure CALIFOPN49E4MNp PAi10.CBP Tidiness of conga.paramem(al) n• t2 2 1 !--f-fr % s5W Is 10 1s ao IS so 01090 Ipo Dept,Of CO,V,rod Ol Mo.to dodom of Man IN) R• 14D UN l'IED Soft CLASVP1CAI ION nonzontil dotance from qpe cenquana(h) X• 0 assumed•0(worst case) Caa'•11,-U.$.bawl a u.5.awxl c!R.hlmli•n R RJ wvg aOms of Nalness of me Nnenl(n) R,• J 2] 0 R, . Eh Wnael wad Dos) PLa. 9p,000 s %-1L z' AASHTD sO U CLASSIFICATIONI I I I i mI NKl.w.r calnnn;,nion - wgalo b se adrp u W ena n ig wad s ds s0a<rb p.BRand,apart a b alwMted bebw. I Fa afema4 w ninfa Condwans,a.CdlOero Pip,M3MWOs,Son EOICWI I l l Pnswn CwXkMnt(C)for]OAa•0 11151m O.B PF I .Pan� reDEaal AVIATION ace • 015 (I uaf We; I Sed puM1vlm y•a.dom.+.0.01011•0.07se.•d21ez L1a:m;i��-'r'.�=%_:�•-�•4'; I 1 PISISTANCI VALLI,R ou 1f ro I •I .+ x OJ \\ I MODULUS OFSUEGPACL IPEACTION,I'Wiaxnte l Oft HIR. a2118 T B LAPINO VAIUI,.•AI ImI •I Iry C• ODM (30..au xPxa,D.NM nn n. ixl 0 2 ♦ e a 10 CALIfOPNIA GEARING PAiw.OBP WR• AEPOrt Ore wad banserra0 to pipe at dedUl H fps.) W,•cWR j Wall Thickness 005NP Pan41M Difuntoralsa Gnvlty Pipe Condl00n 101 1 Ornty mdunpn leap Idrnensinnlass) C• 0-file • �1.G!100W �s Eaemm hydrwleW pressure from 9roumwater(psi) P.. ]O P.1..(H.•D112YI44 0 hYnmum InICiNess repuirpp,nydNslaOt bKiWp 0.18 n C ASTM F 1216.EOUa0p1%1,1 a fl8 mm r ?)IN C lIl � .N'IP.'P.) )Nmum MK4neis 109uveO,onXry Naet IL• 0.1] In 1.51 4 ,I/1• 0 ``I n IW\ IWISOR-OS II.1w'SDR-N-0 g5TM F1116.EOuaWn%1.1 9 mm / SOR1• 10♦ dP.•0.default SDR•100 Duedradd lecim 1.Ed A1.2 a• O(Cfm used To sdve for SOR1 add ip: O. _0510 c• .324.519 Fully MM1Aq'itld GmWey Plpa Cord OW Total Ere bad vansfened 1O tilde n d.DM H(ISM)• W.• 0 3A Fwm live wad akuylgns WARP,buoyanc b y oor(dimensionless) P-• 0.85 R.•I 0.33(H./H) (min.value•0.6]) Nob:B tle0,use IL•01n Ines calcula0w Loral exlemal pressure on qpe Iasi) Is• 15.26 qi 1043311.•a,HRJlaa•W. y9m:h EL,♦O.Usa K.•0IN IMs calculeW. CwXlcienl of elasoC suppgl Un4b) B'• O.367 B•1111•Ae O1°') Mrvmum MN*nMA I,.yed,Lustne(s OuCkUN e0UaWn 1, 027 In (Al') 'D '12 ASTM F1216.EQ.Wn A1.3 M.M.mcknene rao,dell,q,sunrise 1♦• 020 n 5,02 1. t•CIAM NO12)ia ASTM 1`1216.Equadon X1A Pa Nally DanXorillld Pnswn Plpa Cgwldon Mrumum Muc-eN raeuvea W wNstand lnlemal geswre Ix• 000 I.-CV(I(Dd)'iS 33.,PPN))IO•f) ASTM F1216.EOwuM%1.6 W spann n9cross a any holes b Me on,S,al" was ND• O.DO d Old a 1.83(1JL3),ASTM F 1216,Equation X 1.5.Men Wm is an n,tensigl g hoop all. 1.13(viO)`n• 0.DO am feN oeterKKaled Pressure Ode conodon appEes(ASTM F 1216,ECuatarl X l.]) Mnimum Macl,ness required by deWn WWA 6i• 0.00 St 0.OD findFully Dalarlgalad Pnswn PbRe ConalWrl • Mnlmum NKhness required to wMstand al erlarwl Ixf 000 n I,•DI(2.,MN)•2) ASTM F1216,E9uadd %1] bads and Me lug Nlamll pressure 0.00 mm CIPP Wall Thickness Doshon Summon HOST pipe WMUO, FUltr Deteriorated CIPP eM.1pppaUOn Gravl Flow CIPP Outside dernaleu neat pipe inside dl oneler) D 1 12 In Mnimum CIPP Nd"Ing CaRculated Lr.+.• 0.27 n Grwleet vabe Cakulated IF.ASTM F1216 EOu..S XI.1,X1.2,A1.3 and At(Bravely 6,73 llow)or Blealest o1%Lt,XT2.X 1,3,X 1.4 And X 1.7(pressure pbe) MNimum CIPP NKMness f...no. L,x• 0.27 n B.S.on a ma.yinin SOR•1N 6.]3 qVl Nammal CIPP Madness b be suppled ICw• 7 RWnCed Up w Me neLes11.5 mm IO reflect sanded CIPP vocUndsaes supplied SDR_• <I SDR•Drt AA3I redOnnoended SDR la CIPP y IW per ASTM F1216 CIPP Deign Tenglate 3T29aO21 NEc HYdF.plic Ce/culetions CIPP mslee dumeter(in) 0,• 11A Fb ere.of npet pipe(ft') a• 0.29 Fb ar.a of CIPP(R') a• 0.71 C-"a of nos,P"(ds) 0,• 1J..0 C•1/AN A R.S" (Wron i E9uaucp) Capaoq of CIPP(ds) Q,• 1).85 ewe R,.•h Cmuac ndWs•ma for pNe fbN fup %mae41WO +eax n F Capably A0• Jt% CIPP De n iempWe W9/1021 NEK Document A31OTM - 2010 Conforms with The American Institute of Architects AIA Document 310 Bid Bond CONTRACTOR: SURETY: (Name•legalsratusandadeiress) (Name,legal swws and pr'incilml place rfbruine0 Liberty Mutual Insurance Company Southwest Pipeline and Trenchless Corp. 790 The City Drive South, Suite 200 This document has important 22118 South Vermont Avenue Orange, CA 92868 legal consequences.Consultation Torrance, CA 90502 Mailing Address for Notices with an attorney is encouraged 790 The City Drive South Suite 200 vnth respect to its completion or modification. OWNER: Orange,CA 92868 (Name.legal stana and address) Any singular reference to City ofHuntin ton Beach contractor,surety,Owner or y g other party shall be considered 2000 Main Street plural where applicable. Huntington Beach, CA 92648 BOND AMOUNT: 10% Ten Percent of Amount Bid PROJECT: (Canoe.lanrion or addnsx andProjeuuumber.ifarnj FY 2020/21 Sewer Lining Project The Contractor and Surety arc bound to the Owner in the amount set forth above,for the payment of which the Contractor and Surety bind themselves their heirs,oxeeutors,administrators,successors and assigns,jointly and severally,as provided herein.The conditions of this Bond arc such that if the Owner accepts the bid of the Contractor within the time specified in llmc bid documents,or within such tine period as may be agreed to by the Owner and Contractor,and the Contractor either(1)enters into a contract with the Owner in accordarice with the rants of such bid,and Lives such bond or(vends as may be speeifed in the bidding or-Contract Voturnnrts,with a surety admitted in the jurisdiction of the Project and otherwise acceptable to the Owner,for the faithful perfonuance of such Contract and for the prompt paynmcnt of labor and material furnished in the prosecution thereof;or(2)pays to the Owner the difference,not to exceed the amount of this Bond,between the amount specified in said bid and such larger amount for which the Owner ntay in good faith contract with another party to perturni the work covered by said bid,then this obligation shall be null and void,otherwise it,remain in full force and ell'ecl.The Surely hereby waives any notice ul un agm neent between the Owner and Contractor to extend the time in which the Ow m ner ay accept lire bid.Waiver ot'notice by the Surety shall not upply to any extension exceeding sixty(60)days in the aggregate beyond the little lbr ucceplam a of bids speciricd in the bid documents;and the Owner and Contractor shall obtain the Surel)'s consent tin an extension beyond sixty(60)days. If this Bond is issued in connection with a subcontractors bid ton Contractor,the tent Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. When this Bond has been timnishcd to comply with a statutory or other legal requircmcnt in the location ofthc Project any pnwision in this Bond conllicting w'ilh vid statutory or legal requirement shall be deemed deleted hcreliom and prowisionscanforniing b)such statutory or other legal requirement Shull be deemed incorporated herein.When so 1'umished.the intent is that This Bond shall be ellnllrned as a statutory hand and not ns a cmmnwn law bond. Signed and sealed this 241h day of March, 2021. Southwest Pip line and Trenchless Corp. (11 !n'Ss) pn.e l�e(II�WJL Y. f • 1 Liberty Mutual Insurance Company ti��ymoaro etNr (Sure!}) � a � (if'Irness) Maria Pena J1\ 1 t9t2 (7111e)Nnerni QuirozAttorney-'in-Fact s-0054/ns 8ll0 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE§ 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. State of California ) County of I Los Angeles ) On .?-2 ?—Z 1 before me, Roben Bolger, Notary Public Date Here Insert Name and Title of the Officer personally appeared Justin Duchaineau Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s)on the instrument the person(s), or the entity upon behalf of which the person(s)acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. 9 WITNESS my hand and official seal. aROEEKr ROLGER Notary Public-Countynia Los Angeles County Commission k 2236371 - Signature My Comm.Expires mar 30,2022 Signatur f Notary Public Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Signer's Name: I Corporate Officer — Title(s): Corporate Officer — Title(s): I . Partner — F! Limited E!General - Partner — .-.1 Limited .i General ! 1 Individual -1 Attorney in Fact L Individual Attorney in Fact I.I Trustee L Guardian or Conservator ❑Trustee Guardian or Conservator i.I Other: ! . Other: Signer Is Representing: Signer Is Representing: 02014 National Notary Association • www.NationalNotary.org • 1-800-US NOTARY(1-800-876-6827) Item#5907 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT Civil Code § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy or validity of that document. State of California ) ss County of Los Angeles ) ) L On 2 before me, Natalie K. Trofimoff, Notary Public, personally appeared Noemi Quiroz , who proved tome on the basis of satisfactory evidence to be the person44 whose name(sj is�af subscribed to the within instrument and acknowledged to me that hefsheAhey executed the same in Ns/her the:F authorized capacitv4+es4, and that by higherAhe4 signatures) on the instrument the person(s4, or the entity upon behalf of which the person acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. _ NATALIE K.T COMM &2 all"1 9 3 308 > LOS ANGELES COUN7V My Ccmm E>prea CCi 31.2G}� Signature: (Seal) Natalie K. Trofimoff, Notary Public This Power of Attorney limits the acts of thou named herein,and they have no authority to bind the Company except in the manner and to the extent herein stated. Not valid for mortgage,note,loan,letter of credit bank deposit tumenoy,rate,interest rate or residual value guarantees.For bond and/or Power of Attorney(PDA)verification inquiries,please call 6IM32-8240 or email HOSUR@libertymutual.mm. Liberty Liberty Mutual Insurance Company The Ohio Casualty Insurance Company Mutual. West American Insurance Company SURETY POWER OF ATTORNEY (MOWN ALL PERSONS BY THESE PRESENTS: Thal Ira Ohio Casualty Insurance Company is a corporation cuy organized under the laws of the ante of New Hampshire,that liberty Mutual Insurance Company is a corporation duly organized under the laws of the Slate of Massachusetts,and West American Insurance Company is a corporation duly organized under One taws of the Slate of Indiana(herein collectively called(he'Companies-),pwsuanl to and by authority,herein set fond,does hereby name,constitute and appoinLNoemi Qulroz of the city of Los Angeles ,state of CA its true and lawful attorney in-tact with full power and authority hereby conferred to sign,execute and acknowledge the tollowvg surety bond: Principal Name: Southwest Pipet ne and Trenchless Corp. Obligee Name: City of Huntington Beach Surety Bond Number. Bid Bond Bond Amount: See Bond Form IN WITNESS WHEREOF,this Power of Attomey has been subscribed by an auffnrtzed officer a olficiaf of the Companies and the corporate seats of the Companies have been affixed Hereto this 12°day of IAarrh.4ZT The Ohio Casualty Company n y Liberty Mutual Insurance Company We ercan Insurance Company By: o ( David K.Carey.Assistant Secretary STATE OF PENNSYLVANIA ss COUNTY OF MONTGOMERY On this 1 w day of March,2021.before me perspi appeared David M.Carey,who acknowledged himself o be hie Assistant Secretary of Liberty Actual Insurance Company,The Olio Casualty Company,and West American Insurance Company,and that he,as such,being authorized so to do,execute the foregoing insWmenl or the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. IN WITNESS WHEREOF,I have hemunto subscribed my name and affixed rm rotmal seal at Km of Prussia.Pemsvivania.on the day and rear first above written. 9P PAgT Commonwealth of Pennsylvania•Notary Seal i n 4/Q o•0"sus+zFC� Teresa Pastelia,Notary PublicLv � oc r Montgomery County By: My commission expires March 28.2025 Teresa Pastella, Notary Public / 'NyP 4PF,£, Commission number 1126044 tx4ny PE Member.Pennsylvmhfa Associabon of Notaries This PowfirlfACOrne adeandexeatei pursuant loam byaumontym the following By-taws am Aumoriomansor Uoerty Mutual Insurance Company,the Ulro Casuanyinsurance Company,and West American Insurance Company which resolutions are now in fag force and effect reading as follows: ARTICLE N-OFFICERS-Section 12.Power of Attorney.Any officer or other official of hie Corporation authorized fa that purpose in writing by the Chairman a the President,and subject to such fimitation as the Chairman or the President may prescribe,shall appoint such aaomeys-n-fact as may be necessary to act in behalf of the Corporation to make,execute, seat acknowledge and deliver as surey any and all undertakings,hands,motgmizances and other surety obligations. Such afforne}sdri-fact subject to the Iim id9ons set forth in their respective powers of attorney,shag rare full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so execuled,such instruments shag be as binding as if signed by the President and masted to by me Secretary.Any power or authority granted o any representative of antimey- in-fact under the provisions of this amide may be revoked at any time by fire Board,the Chairman,the President or by the officer or officers granting suit power or authority. ARTICLE XIII-Execution of Contracts-SECTION 5.Surety Bonds and Undertakings.Any officer of the Company authorized for that purpose in writing by the chairman or the president and subject to such limitations as the carman or the president may prescribe,shall appoint such attorneys in-fam as may be necessary to act in behalf of the Company to make,execute, seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety odgafions. Such allomeysAn-fact subject to the Tuniations set fond in their respective powers of attorney,shag have fug power to tdnd the Company by tndv sigreNre and execution of any such nsoumenls and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if signed by the president and allested by the secretary. Certificate of Designation-The President of the Company,acing pursuant to the Bylaws of the Company,auttomes David M.Carey,Assistant Secretary to appoint such attorneys-in, fact as may be necessary to act on behalf of the Company to make,execute,seal,ackmwiedge and deliver as surety any and of undertakings.bonds,recognamoss and otter surety obligations. Authorization-By unanimous consent of the Company's Board of Directors,the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company,wherever appearing upon a cedified copy of any power of attorney issued by the Company in connection with surety bonds,shall be valid and biming upon the Company win me same force and effect as though manually,affixed. I,Renee C.Llewellyn,the undersigned.Assistant Secretary,of Liberty Mutual insurance Company.The Ohio Casualty Insurance Gomparry,and West American Insurance Company W hereby tarty mat this power of attorney executed by said Companies is in M1:g force and effect and has not been revoked. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this 24th day of March 2021 000 SY INSUNtNSUr(fr�UvaOry�l'4r� Wp 3Ca"eaq��r`19191991 oBy'y ��,�aW >• Renee C.Llewellyn,Assistant Secretary HAMC� !2 ; xtDII,N1- i-� II, 4 0 0 J J_ w Q � Z 0 U W N W W c G = Ln °r z a a w a o Z O o C7, p '' a. t cr f J¢ w c 0 IWJJ V N W I Vf I F Ncc Q lJ �t o z LL O O . I F Z LL Z p �i � w F 111 JO 0 O EL F EL z A In a u w � O W s Oro J N u C m p o o a c ul e E J o C > o O N V V O O m C A N .1 c � m a City of Huntington Beach ` >_.. _,..:•; 2000 Main Street ♦ Huntington Beach, CA 92648 (714) 536-5227 ♦ �Nr%v .huntingtonbeachca.gov F, office of the City Clerk Robin Estanislau, City Clerk May 21, 2021 Nu Line Technologies, LLC 102 Second Street, Suite B Encinitas, CA 92024 RE: FY 20/21 Sewer Lining Project — CC No. 1619 Enclosed please find your original bid bond for CC No. 1619 Sincerely, ., �&4v Robin Estanislau, CMC City Clerk RE:ds Enclosure Sister Cities: Anjo, Japan ♦ Waitakere, New Zealand SECTION C PROPOSAL for the construction of FY 2020/21 SEWER LINING PROJECT CC No. 1619 in the CITY OF HUNTINGTON BEACH TO THE HONORABLE NIAYOR AND MEMBERS OF THE COUNCIL OF HUNTINGTON BEACH: In compliance with the Notice Inviting Sealed Bids. the undersigned hereby proposes and agrees to perform all the work therein described.and to furnish all labor. material,equipment and incident insurance necessary therefor. in accordance with the plans and specifications on file in the oil-ice of the City Engineer of the City of Huntington Beach. The undersigned agrees to perform the work therein to the satisfaction of and under the supervision of the City Engineer of the City of Fluntineton Beach. and to enter into a contract at the following prices. The undersigned agrees to complete the work within 60 working days, starting from the date of the Notice to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans. specifications. Instructions to Bidders and all other contract documents. If' this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work. that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is asreed that the unit and/or lump sum prices bid include all appurtenant expenses.. taxes, royalties. fees, etc.. and will be guaranteed for a period of sixty days from the bid opening date. Vat such time the contract is not awarded. the AGENCY will reject all bids and will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts. and words shall govern over figures. C-I If awarded the Contract, the undersigned agrees that in the event of' the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates within 10 working days alter the date of the AGENCY'S notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the AGENCY and this bid and the acceptance hereof may, at the AGENCY'S option, be considered null and void. Accompanying this proposal of bid. find in the amount of which said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice Inviting Sealed Bids, payable to the AGENCY. (Please insert the words "Cash", "Certified Check", or "Bidder's Bond for_% ", as the case may be) Any standard Surety Bid Bond form is acceptable. Bidder shall signify receipt of all Addenda here, if any: Addenda A'n. Date Received Bidder's Signature N/A C-2 SECTION C PROJECT BID SCHEDULE A FY 20/21 SEWER LINING PROJECT CC1619 1311) ITEMS Item Description Quantity Unit Unit Cost Total Cost No. (Extension) 1 Mobilization and Demobilization 1 LS S.20.000-00 S 20000.00 2 NOT USED 3 Construction Traffic Control 1 LS S 2 100 00 S 2 znn nn 4 Cleaning and closed Circuit Television Inspection of 8-inch sewer main per specifications section 500-3.3 and 500-3.4 20,610 LF S 1.00 S 2n 610 00 5 Cleaning and Closed Circuit Television Inspection of 12-inch sewer main per specifications section 500-3.3 and 500-3.4 1,370 LF S 2 00 S 2740.00 6 Install Liner within 8-inch Sewer Main and Post Video Inspection of 8-inch sewer main. 20,610 LF S_34g0 S 700.740.00 7 Install Liner within 12-inch sewer main and Post Video Inspection of 12"sewer main 1,370 LF S_53-00 S 72610.00 8 Grind and Reopen Sewer Service Lateral 560 EA S 10 00 S 16 AOO-0Il 9 Manhole Rehabilitation(Depth 8-feet') 114 EA S_tAgs no S 169 290 00 10 Install Manhole Liner on Manholes Previously Adjusted to Grade(2-4-inch Lining) 18 EA S3$5-0Q S 693000 Calcium or Root Removal in 8-inch Sewer Main, Heavy 11 Cleaning, Restoration of the Pipeline to 95% of Original Diameter. 11,000 LF S1-0Q S it 000.00 Calcium or root removal in 12-inch sewer main, Heavy 12 Cleaning, restoration of the pipeline to 95%of original diameter. 250 LF S 200 S 500 00 TOTAL BID AMOUNT (BASIS OF AWARD)— SCHEDULE A $ 1 02352000 TOTAL BID AMOUNT IN WORDS: One Million Twenty-Three Thousand Five Hundred Twenty and zero cents. Note: All extensions of unit prices will be subject to verification by Owner. In case verification is required between the unit price and the extension, the unit price will govern. The Owner reserves the right to reject any or all proposals and bid items. C-2.1 LIST OF SUBCONTRACTORS In accordance with Government Code Section 4104, the Bidder shall set forth the name and business address of each subcontractor who will perform work or render service to the bidder on said contract in an amount in excess of one-half of one percent of the total bid or 510,000, whichever is greater, and the portion of the work to be done by such subcontractor. Bid Name and Address of State Class DIR PWC Dollar % of Itent(s) Subcontractor License Registration N Amount Contract Number National Coating &Lining Company CA-886430 C-33 1000013795 $160,200.00 16% 26713 Madison Ave, 9 & 10 Murrieta, CA 92562 By submission of this proposal, the Bidder certifies: 1. That he is able to and will perform the balance of all work which is not covered in the above subcontractors listing_ 2. That the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subcontractor for this project. C-3 NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed ono32912021, at Enandas CA Date City Stare Dominic Burtech , being first duly swom, deposes and says that he or she is Partner of Nu Line Technologies. LLC the parry making the foregoing bid that the bid is not made in the interest of,or on the behalf of,any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham;that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price, or that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true;and, further,that the bidder has not,directly or indirectly, submitted his or her bid price or any breakdown thereof,or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay fee to any corporation, partnership, company association, organization, bid depository,or to any member or agent thereof to effectuate a collusive or sham bid. Nu Line Technologies. LLC Name of Bidder Signature of Bidder 102 Second St. Suite B/nanaas. CA 92024 Address of Bidder C-4 UTILITY AGREEMENT HONORABLE MAYOR AND CITY COUNCIL CITY OF HUNTINGTON BEACH,CALIFORNIA Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the FY 2020/21 SEWER LINING PROJECT, (1)(we)(it) will employ and utilize only qualified persons, as hereinafter defined, to work in proximity to any electrical secondary or transmission facilities. The term "Qualified Person" is defined in Title 8, California Administrative Code, Section 2700, as follows: "Qualified Person: A person who, by reason of experience or instruction, is familiar with the operation to be performed and the hazards inrolvvd." The undersigned also promised and agrees that all such work shall be performed in accordance with all applicable electrical utility company's requirements, Public Utility Commission orders, and State of California Cal-OSHA requirements. The undersigned further promises and agrees that the provisions herein shall be and are binding upon any subcontractor or subcontractors that may be retained or employed by the undersigned, and that the undersigned shall take steps as are necessary to assure compliance by any said subcontractor or subcontractors with the requirements contained herein. Nu Line Technologies, LLC Contractor B� Partner - Dominic Burt h I itle Date: C-5 DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 10162,the Bidder shall complete. under penaltN of perjury, the following questionnaire. QUESTIONNAIRE Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or completing a Federal. State or local government project because of a violation of law or a safety regulation? O Yes VNo If the answer is yes,explain the circumstances in the space provided. N/A Note. This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. CG4 COMPENSATION INSURANCE CERTIFICATE Pursuant to Section 1861 of the State Labor Code,each contractor to whom a public works contract has been awarded shall sign the following certificate. 1 am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. Nu Line Technologies, LLC Contractor By Partner - Dominic Burtech Title Date: Z l C-7 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: Nu Line Technologies, LLC Bidder Name 102 Second St. Suite B Business Address Encinitas CA 92024 City, State Zip ( 760 ) 634-5153 Fdurazo@nulinetech.net Telephone Number Email Address 997520 Class A State Contractor's License No. and Class 1 0/1 312 0 1 4 Original Date Issued 10/31/2022 Expiration Date The work site and video CCTV footage of existing sewer lines were inspected by of our office on March 24 & 25 . 2021 . The following are persons, firms, and corporations having a principal interest in this proposal: Dominic Burtech Julie Burtech Frank Durazo Salvador Aquino The undersigned is prepared to satisfy the Council of the City of Huntington Beach of its ability, financially or otherwise. to perform the contract for the proposed work and improvements in accordance with the plans and specifications set forth. Nu Line Technologies. LLC Company Name Signature of Bidder Dominic Burtech Printed or Typed Signature C-8 NOTARY CERTIFICATE Subscribed and sworn to before me this 29 day of March , 2021 . A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document, to which this certificate is attached, and not the truthfulness, accuracy,or validity of that document. State of California ) County of San Dieao ) On before me, Month. Day,and Year Insert Name and Title of Notary personally appeared Names)of Signer(s) who proved to me on the basis of satisfactory evidence to he the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies),and that by his/her/their signature(s)on the instrument the person(s),or the entity upon behalf of which the person(s) acted,executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature _ ge-e m+ckufted Signature of Notary Public (PLACE NOTARY SEAL ABOVE) C-9 CALIFORNIA ALL- PURPOSE CERTIFICATE OF ACKNOWLEDGMENT I A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of Cali is } County of On �L� hie me, Arthur P.Arquilla,Notary Public e nun nano n e o t o o Kert personally appeared r/ who prod to me on the basis of satisfactory evidence to be the person(s) whose Z �(� is re subscribed to the wit 'n instrument and acknowledged to me that e/they executed the same i,'hls/Oer/their authorized capacity(ies), and that by er/their signature(s) on the in ument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. P. AROUILLA WITNESS�TIy hand d official seal. _QACF4tAARTHUR CpRA15SIONNO mowNOTARY PUB'C Co'FORNIA st NDEGOCOUNttCOMMISSION EXPIRES W+7,10t2 Notary Public Signatur (Notary Public Seal) ADDITIONAL NAL INFORMATION rNSTRUCriONS FOR COMPLETFNG TMS FORM Thic form complies with current California statutes regarding notary wording and. DESCRIPTION OF THE ATTACHED DOCUMENT (needed,should be cumpleted and attached to the document.Acknowledgments from other stater mqr be completed far documents being sent to that state so long as the wording does not require the California notan•to violate California nouvn law. (Title or description of attached document) • State and County information must be the State and County where the document signcr(s)personally appeared before the notary public for acknowledgment. • Date of nown7wion must be the date that the signer(s)personally appeared which (TNe or description of attached doatment continued) must also be the same date the acknowledgment is completed. • 1-he notary public must print his or her name as it appears within his or her Number of Pages Document Date commission followed by a comma and then your title(notary public). • Print the mine(s) of document signer(s) who personally appear at the time of notarization. CAPACITY CLAIMED BY THE SIGNER • Indicate the correct singular or plural forms by crossing off incorrect forms(i.e. helshet(hes7 is tare)or circling the correct forms.Failure to corectiy indicate this ❑ Individual Is) information may lead to rejection of document recording. ❑ Corporate Officer • The notary seal impression must be clear and photographically reproducible. Impression must not cower Text or lines. If seal impression smudges, re-seal if a (Title) sufficient area permits,otherwise complete a different acknowledgment forth. ❑ Partner(s) • Signature of the notary public must match the signature on file with the office of the county clerk. ❑ Attorney-in-Fact Addilional information is not required but could help to ensure this ❑ Trustee(s) acknowledgment is not misused oratutched to a different document. Other le indicate title or type of attached document,number of pages and date. ❑ Indicate the capacity claimed by the signer. If the claimed opacity is a corporate officer,indicate the tide(i.e.-CEO.CFO,Secretary). L^ 2015 Version arm^ IetaryCLsse 500-2 r3-2FF,5 • Securely attach this document to the signed document .with a staple. — Bidder's Project History For the purposes of this project, the bidder shall provide project history of similar work. specifically referencing the construction of sanitary sewer lining installation of at least 1,000 linear feet of 8-inch or greater in public right-of-way, calcium cleaning and root removal from sanitan sewer systems, and manhole lining and rehabilitation within public right-of- way. Bidders are encouraged to submit supplemental relevant project history in addition to the projects listed herein. Listed below are the names. address and telephone numbers for three public agencies for which the bidder has performed similar work within the past five years: I. City of Huntington Beach -2000 Main Street 1st Floor, Huntington Beach. CA 92648 Name and Address of Public Agency Name and Telephone No. of Project Manager: .lose Fuentes-(714)536-5431 $250.000 00 Sanitary Sewer and Bypass Pumping 4/142016 Contract Amount Type of Work Date Completed Provide additional project description to show similar work: CIPP Lining of 11,189 LF of 8-Inch Sanitary Sewer and Bypass Pumping 2. Moulton Niguel Water Distnct-26880 Aliso Vielo Parkway,Allso Viejo CA 92656 Name and Address of Public Agency Name and Telephone No. of Project Manager: Sheldon Yu(949)831-2500 $325,000 00 Sanitary Sewer Rehabilitation 09/05/2020 Contract Amount Type of Work Date Completed Provide additional project description to show similar work: Clean 8 CCTV 3 585 LF of B" 12'" and 18"' Sanitary Sewer Rehabilitation with CIPP pipe lining system, mho a rem i i on, poin repairs, ypass. an pos Man 3. Yorba Linda Water District- 1717 E Mnaloma Ave Placentia, CA 92870 Name and Address of Public Agency Name and Telephone No. of Project Manager: Alex Thomas- (714)701-3115 $189,823 00 Sanitary Sewer Rehabilitation 07t282016 Contract Amount Type of Work Date Completed Provide additional project description to show similar work: Clean 8 CCTV. Post Video of 3.700 LF of 6 8". and 10"Sanitary Sewer. Traffic Control and Bypass Pumping C-10 Bidder's Critical Staff Listed below are the names of the bidders proposed Construction Project Manager. and Superintendent. For each of these critical positions, please list at least three projects for which the critical staff has performed similar work within the last five years. These projects do not have to be under the employment of the bidder of this project. Bidders are encouraged submit supplemental relevant project history in addition to the projects listed herein. 1. Frank Durazo Name of proposed Project Manager Telephone No. of proposed Project Manager: (760) 634-5153 Huntington Beach FY 201415 Sewer Lining Project $250,000,00 Sanitary Sewer and Bypass Pumping 04/14/2016 Project Name & Contract Amount Type of Work Date Completed 2020 Collection System Rehabilitation Project CIP 19703 $325,000.00 Sanitary Sewer Pipeline Rehab 09/05/2020 Project Name & Contract Amount Type of Work Date Completed 2016 Sewer Main CIPP Rehabilitation $189 823.00 Sanitary Sewer Pipeline Rehab 07/28/2016 Project Name & Contract Amount Type of Work Date Completed 2. Jorge Beltran Name of proposed Superintendent Telephone No. of proposed Superintendent: (760) 419-4315 Huntington Beach FY 201415 Sewer Lining Project $250,000.00 Sanitary Sewer and Bypass Pumping 04/14/2016 Project Name & Contract Amount Type of Work Date Completed 2020 Collection System Rehabilitation Project CIP 19703 $325.000.00 Sanitary Sewer Pipeline Rehab 09/05/2020 Project Name & Contract Amount Type of Work Date Completed 2016 Sewer Main CIPP Rehabilitation $189,823.00 Sanitary Sewer Pipeline Rehab 07/28/2016 Project Name & Contract Amount Type of Work Date Completed C-I I CONTRACTOR REGISTRATION WITH CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS (DIR) CERTIFICATE Pursuant to SB 854 (citing Labor Code Section 1771.1(a)), passed by the California State Senate on June 20,2014,established a new public works Contractor Registration Program,which requires all contractors and subcontractors bidding and performing work on Public Works Projects to register on an annual basis (each July 1 through June 30 state fiscal year) with the California Department of Industrial Relations(DIR).Currently the annual non-refundable registration fee for Contractors is $300. Each contractor to whom a public works contract has been awarded shall sign the following certificate. DIR FACT SHEET on SB 854 http://www.dir.ca.gov/DLSE/Public Works/SB854FactShect-6.30.14.pdf DIR's Contractor Registration Link—Call (844) 522-6734 https://cfiling.dir.ca.gov/P WCR/ActionServlet?action=displayP W CRegistrationFoffn DIR's Contractor Registration searchable database: hftps://efiling.dir.ca.gov/PWCR/Search.action 1 am aware and will comply with the provisions of Labor Code Section 1771.1(a)which states: "A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5. It is not a violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded." I furthermore will comply by providing proof of registration with DIR as the primary contractor, as well as for ALL subcontractors at the time of submitting the bid. 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Elerrwndez •--••.•.••+ cIPP wqi inrpYb UEE00ft REX iDCERTIFICATE OF REGISTRATION This is to certify that Insituform Technologies, LLC Headquarters 17999 Edison Avenue Chesterfield, Missoun 63005 USA Refer to Attachment to Certificate of Registration dated March 8, 2018 for additional certified sites operates a Quality Management System which complies with the requirements of ISO 9001 : 2015 for the following scope of certification Design, development, manufacturing and installation of products for the rehabilitation of pipelines using trenchless technology. Certification of installation services is non- transferrable and applies only when performed directly by Insituform Technologies, LLC. Certificate No. CERT-0101077 Original Certification Date. February 11, 2014 File No.: 1650845 Certification Effective Date: March 15, 2017 Issue Date: March 8, 2018 Certification Expiry Date: March 14, 2020 Ncole Grantham ` General A-4nacer SAI Global CertAicabor Services _ __ • mifto ja A C C R E O 1 T E D WIYf[KNT 9P!NS R�ISO 8001 crllrnunw ww OfA4 CMYb IJefYO�AIbmNI lOCMon GaA.SN�MU ia'w0 P1na LWIIb G�r Tn�ry�4Vnn i �drJ b1M f1101f4Y It/ S I GLOBAL i�,r�NCOY[on4Gebnm NN/•OYwNhl rw[wYJncwYNWer,rr.�+ W41mY«ca.+snnrrFuhb poarglp�c llr gl�uN7nfn Mpopwtb MlQy/ibrryly NlnyYb fvnupm rp.tl To nn[rU,M e�oMu�JarvlNr+Y,b,IY iY OaYlOdin Gb44m Wp4� —' ,T/OfY Illllf( IY/fIV[ ATTACHMENT TO CERTIFICATE OF REGISTRATION These sites are registered under Certificate No: CERT-0101077 issued on March 8, 2018 File No. Effective Date 1650845 Insituform Technologies, LLC March 15. 2017 Headquarters 17999 Edison Avenue Chesterfield , Missouri 63005 USA Desgn,development,manuf acturng and ns tallanon of products for the rehabhtanon of pipelines usog trenchless technology 1650848 Insituform Technologies, LLC March 15, 2017 Wetout 7605 18th Street Edmonton , Alberta T6P 1N9 Canada Wnufacturing 1650849 Insituform Technologies, LLC March 15, 2017 Wetout 912 Stanton Road Olyphant , Pennsylvania 18447 USA Manufacturing 1650850 Insituform Technologies. LLC March 15. 2017 Wetout 468 Cypress Road Ocala . Florida 34472 USA N6nufacturng 1650851 Insituform Technologies, LLC March 15, 2017 Wetout 2255 West 85th North Cedar City Utah 84721 USA klanufacturng 1650852 Insituform Technologies, LLC March 15, 2017 Installation East 20 Fox Chase, Ste B Cartersville Georgia 30126 USA Reparation and Installation 1650853 Insituform Technologies, LLC March 15, 2017 Installation West 9654 Titan Court Littleton , Colorado 80125 USA Reparation and installatnn These registrations are dependent on Insituform Technologies. LLC �'/ SAI GLOBAL Headquarters (File No. 1650845) maintaining their scope of registration to ISO 9001 2015 ATTACHMENT TO CERTIFICATE OF REGISTRATION These sites are registered under Certificate No: CERT-0101077 issued on March 8. 2018 1650854 Insituform Technologies, LLC March 15, 2017 Manufacturing 160 Corporate Dme Batesville , Mississippi 38606 USA Manufacturing 1650855 Insituform Technologies. LLC March 15, 2017 Wetout 2130 Stout Field West Drve Indianapolis , Indiana 46241 USA manufacturing 1650856 Insituform Technologies, LLC March 15. 2017 Wetout 3061 Dublin Circle Bessemer . Alabama 35022 USA klanufacturng 1650857 Insituform Technologies, LLC March 15. 2017 Wetout 6526 Bluebonnet Parkway McGregor , Texas 76657 USA Wnufacturing 1650858 Insituform Technologies, LLC March 15, 2017 Wetout 91-255 Kalaeloa Boulevard Kapolei , Hawaii 96707 USA Manufacturing 1650859 Insituform Technologies, LLC March 15, 2017 Installation Central 580 Goddard Avenue Chesterfield , Missoun 63005 USA Reparation and Installation 1650860 Insituform Technologies, LLC March 15. 2017 Installation Canada 5743 - 68 Avenue NW Edmonton . Alberta T613 3P8 Canada Aeparatnn and hstallwion 1650863 Insituform Technologies, LLC March 15. 2017 Installation - Eastern Region 709 E Ordinance Road Baltimore . Maryland 21226 USA These registrations are dependent on Insituform Technologies. LLC SAI GLOBAL Headquarters (File No. 1650845) maintaining their scope of registration to ISO 9001,2015 ATTACHMENT TO CERTIFICATE OF REGISTRATION These sites are registered under Certificate No: CERT-0101077 issued on March 8. 2018 Preparation and hstallabon 1650864 Insituform Technologies, LLC March 15, 2017 Installation - Eastern Region 253 B Worcester Road Charlton , Massachusetts USA Preparation and Installation 1650865 Insituform Technologies, LLC March 15. 2017 Installation - Eastern Region 3898 Welden Dn,.e Lebanon , Ohio USA Preparation and Installation 1650866 Insituform Technologies, LLC March 15, 2017 Installation - Eastern Region 6972 Business Park Blvd. JacksonmIle , Flonda USA Preparabon and hstallat on. 1650867 Insituform Technologies, LLC March 15, 2017 Installation - Eastern Region 9001 NW 97 Terrace Suite F Medley . Flonda 33178 USA Preparation and Installation 16508M Insituform Technologies, LLC March 15, 2017 Installation - Eastern Region 1819 John Moore Rd. Monroe , North Carolina 28110 USA Preparation and installation 1650869 Insituform Technologies, LLC March 15. 2017 Installation -Eastern Region 3016 U.S Highway 301 N. Suite 900 Tampa , Flonda USA Preparation and Installation. 1650870 Insituform Technologies, LLC March 15, 2017 Installation - Eastern Region 3061 Dublin Circle Bessemer , Alabama 35022 USA Preparation and installation 1650872 Insituform Technologies, LLC March 15, 2017 installation - Eastern Region These registrations are dependent on Insituform Technologies, LLC SAI GLOBAL Headquarters (File No. 1650845) maintaining their scope of registration to t/" ISO 9001:2015 ATTACHMENT TO CERTIFICATE OF REGISTRATION These sites are registered under Certificate No: CERT-0101077 issued on March 8. 2018 5033 Mosson Rd Fort Worth , Texas 76119 USA Reparation and Installation 1650873 Insituform Technologies, LLC March 15, 2017 Installation - Eastern Region 18378 Tom Dr. Hammond , Louisiana USA Reparation and Installation. 1650874 Insituform Technologies, LLC March 15. 2017 Installation - Eastern Region 13502 Almeda School Road Houston , Texas 77047 USA Reparation and Instalaton 1650876 Insituform Technologies, LLC March 15, 2017 Installation - Eastern Region 1410 Gould Bled Lavergne . Tennessee USA Reparation and Installation. 1650877 Insituform Technologies, LLC March 15, 2017 Installation -Western Region 19000 MacArthur Blvd, Ste 800 Irvine . California 92831 USA Reparation and Installation. 1650878 Insituform Technologies, LLC March 15, 2017 Installation -Western Region 8620 Antelope N Rd - Ste 1 Antelope . California USA Reparation and Installation 1650879 Insituform Technologies, LLC March 15, 2017 Installation -Western Region 645 W 24th St . Ste 102 Tempe . Arizona USA PreparaWn and Instalation. 1650880 Insituform Technologies, LLC March 15, 2017 Installation -Western Region 91-255 Kalaeloa Blvd Kapolei . Hawaii USA Reparation and Instalaton These registrations are dependent on Insituform Technologies, LLC SAI GLOBAL Headquarters (File No. 1650845) maintaining their scope of registration to �l ISO 9001:2015 - .$plot rrrurt ATTACHMENT TO CERTIFICATE OF REGISTRATION These sites are registered under Certificate No CERT-0101077 issued on March 8. 2018 1650881 Insituform Technologies, LLC March 15, 2017 Installation -Western Region 17220 Bel Ray Place Belton . Missoun USA Reparation and Installation 1650882 Insituform Technologies, LLC March 15, 2017 Installation -Western Region 1088 Victory Drive Howell . Michigan USA Reparation and Installation. 1650883 Insituform Technologies, LLC March 15. 2017 Installation - Western Region 11351 W. 183rd Orland Park , Illinois USA Reparation and Installation 1650884 Insituform Technologies, LLC March 15, 2017 Installation -Western Region 1177 Birch Lake Blvd. N. While Bear Lake , Minnesota USA Reparation and Installation. 1650885 Insituform Technologies, LLC March 15, 2017 Installation - Western Region 2130 Stout Field West Drive Indianapolis , Indiana USA Reparation and Installation. 1650886 Insituform Technologies, LLC March 15. 2017 Installation - Canadian Region 8009 571h Street SE Unit 4 Calgary , Alberta Canada Reparation and Installation 1650887 Insituform Technologies, LLC March 15, 2017 Installation - Canadian Region 139 rue Barr Montreal , Quebec Canada Reparation and Installation. 1650888 Insituform Technologies. LLC March 15, 2017 Installation - Canadian Region 3 Burford Rd Hamilton , Ontario L8E 3C6 Canada These registrations are dependent on Insituform Technologies, LLC SAI GLOBAL Headquarters (File No. 1650845) maintaining their scope of registration to , ISO 90012015 ATTACHMENT TO CERTIFICATE OF REGISTRATION These sites are registered under Certificate No CERT-0101077 issued on March 8, 2018 Preparation and Installation 1680743 Insituform Technologies, LLC March 15, 2017 19165 SW 119th Street Tualatin . Oregon 97062-7384 USA Reparation and hstatlation These registrations are dependent on Insduform Technologies, LLC Headquarters (File No 1650845) maintaining their scope of registration to SAI GLOBAL ISO 9001 2015 17988 Edison Avenue Inshuf0m' Saint Louis, Missouri 63005 Phone: 636-530-8000 www.aegion.com Technical Information: Standard Inverted and Pull-in CIPP 1.The CIPP Technical Envelope Water Inversion Steam Inversion Pull-In Diameter Range 6 in. - 224 in. 6 in. -72 in. 6 in. - 121n. Thickness Limit 50 mm. Varies 4.5 mm. -9.0 mm. pH Range (Polyester Resin Only) O.S-10.5 0.5-10.5 0.5-10.5 Effluent Temperature (Vinylester resin for 120-140 F) Up to 140'F Up to 140' F Up to 140'F Structural Yes Yes Yes Bends Case by Case Basis Case by Case Basis No Offset Joints Yes Yes Minimal Diameter Changes Yes No No Thickness Changes Yes No No Shot Length (Diameter Dependent) Up to 2500 ft. Up to 800 ft. Up to 800 h. Host Pipe Shape All Shapes Most Shapes Round All excluding plastic or Host Pipe Material All Materials All Materials asbestos cement pipe Resin Polyester or Vinylester Polyester or Vinylester Polyester or Vinylester 2.Raw Materials Suppliers are given specifications that must be met for each material. Part of Tube Raw Materials Used Felt Polyester Fiber Polypropylene Blend Coating Polyethylene Blend Polyester Thread(Standard Inverted) Thread Cotton Sheathed Polyester Thread(Pull-In) Aramid Fiber Thread(Standard Inverted and Pull-In) Revision Date: June 2014 Page 1 of 7 The following characteristics of the Raw Materials are evaluated for Quality Assurance: Raw Material Characteristic Evaluation Method Fiber Denier Visual Reference. Material Tag Fiber Crimps per inch Certificate of Analysis Fiber %Finish Certificate of Analysis Fiber Staple Length Certificate of Analysis Fiber Tenacity Certificate of Analysis Fiber Elongation% Certificate of Analysis PE Pellets Melt Index Certificate of Analysis PE Pellets Density Certificate of Analysis PE Pellets Gel Count Certificate of Analysis PP Pellets Melt Flow Certificate of Analysis Thread Strength Certificate of Analysis Thread Elongation Certificate of Analysis Thread Lube Certificate of Analysis 3.Manufacturing Process Tubes are manufactured in Batesville,Mississippi, United States and meet all relevant specifications for a cured-in- place pipe product:ASTM D5813,ASTM F1216,and ASTM F1743. The finished tube is manufactured using multiple layers of felt,with one layer coated with polypropylene or polyethylene plastic. The layers are cut/slit to the desired width and sewn concentrically. The coated layer is also sealed at the seam using an extrusion or taping process to form the final tube. The tube is then inspected and packaged for shipment. All manufacturing processes operate under a quality system that is certified to the ISO9001: 2008 standard. Step One: Felting Felt production is achieved by a non-woven process(needle punch)using polyester fiber. The finished felt rolls undergo tests to ensure weight, thickness,density,and elongation meet documented specifications. Multiple samples are taken across the full width of each roll of material produced to ensure fabric consistency. Multiple samples are taken in the machine and cross-machine direction of the fabric to test the fabric stretch at varying loads and the tensile strength. 100%of all felt produced is tested for thickness under a specified load. Tensile strength testing is in accordance with ASTM Standard D5813. For test results,see Appendix A. The following characteristics are evaluated throughout the Felting process for Quality Assurance- Characteristic Evaluation Method Weight Scale Thickness Compression Testing Machine Elongation Tensile Testing Machine Tensile Strength Tensile Testing Machine Revision Date: June 2014 Page 2 of 7 Step Two: Coating Felt tubes are coated with a permanently-bonded, continuous layer of polypropylene or polyethylene. The coating is firmly attached to the felt and is resistant to hydrolysis and chemical attack. Because of this, polypropylene and polyethylene coatings have a greater longevity than polyurethane coatings. Polypropylene and polyethylene coatings have also been tested and proven to be more resilient to styrene based resins. Polyurethane coatings tend to swell and blister under prolonged styrene exposure which can adversely affect the final cured product. The following characteristics are evaluated throughout the Coating process for Quality Assurance: Characteristic Evaluation Method Overall Thickness Compression Testing Machine Coating Thickness Dial Indicator Weight Scale Peel Strength Tensile Testing Machine Tensile Tensile Testing Machine Elongation Tensile Testing Machine Step Three: Slitting Special cut widths are used depending on whether the tube will be inverted or pulled in,and the width of the fabric ultimately depends on the overall design diameter and thickness of the tube being produced. The following characteristics are evaluated throughout the Slitting process for Quality Assurance: Characteristic Evaluation Method Width Tape Measure Length Mechanical roll counter Material Type,Job p&Sequence Verify roll ticket and roll tl to cut requisition Surface Contaminants Visual Holes/Cuts/Tears Visual Step four: Sewing Tubes are sewn together using a butt sewn seam and are tested to ensure the seam is as strong as or stronger than the fabric. The butt sewn seam eliminates the need for overlapped seams. To create uniform thickness around the full circumference of the tube, Insituform developed and patented a method for sewing together the butted ends of our fabric. Our experience has shown that the strongest tubes with the fewest wrinkles are made with butt-sewn seams because overlapped seams have shown to create uneven thickness, resin lean areas, and surface wrinkles. Revision Date: June 2014 Page 3 of 7 The following characteristics are evaluated throughout the Coating process for Quality Assurance: Characteristic Evaluation Method Material Type/Coating/Sequence Verify roll ticket and roll p to sew order Width Tape Measure Flamebond Attachment Pull at Flamebond area Flamebond Tensile Strength Tensile Testing Machine Flamebond Peel Strength Tensile Testing Machine Flamebond Machine Settings Record Settings Stitches per inch Tape Measure Seam Structure Visual Inspection Surface Contaminants Visual Coating Voids Visual Holes/Cuts/Tears Visual Dropped Stitches Visual Starter Rope Location Tape Measure Step Five: Extrusion/TaoinQ An extrusion or taping process is used to bond the coated layer at the seam. The following characteristics are evaluated throughout the extrusion process for Quality Assurance: Characteristic Evaluation Method Coating/Material Type Verify to Order Thickness Bulk Test with scale Adhesion Peel Testing Adhesion Verify Correct Extruder Settings Adhesion Verify Correct Extruder Settings Correct Extrusion Material Verify with order ticket Extrusion Location Automated Camera System Extrusion Location Visual Extrusion Voids Visual Excessive/Uneven Extrusion Visual Heat/Pressure(Taping System) Visual Revision Date: June 2014 Page 4 of 7 Step Six: Inspection The tubes go through a 100%inspection process to ensure we are shipping the highest quality product. This includes a dye bath on the standard inverted product that highlights any pinholes that might be present in the coated layer. All repairs are made prior to the tubes being shipped. The following characteristics are evaluated throughout the Inspection process for Quality Assurance. Characteristic Evaluation Method Watertight Outer Tube Vacuum Test (Inverted Tube Only) Watertight Outer tube Dye Bath (Inverted Tube Only) Seam Structure Visual Extrusion/Tape Location Visual Extrusion/Tape Voids Visual Excessive/Uneven Extrusion/Tape Visual Surface Contaminants Visual Coating Voids Visual/Dye Bath(Inverted Tube Only) Holes/Cuts/Tears Visual/Dye Bath(Inverted Tube Only) Revision Date: June 2014 Page 5 of 7 Appendix A: The following material test records are samples of actual test data results for non-woven fabrics(felt)used in the manufacturing of Insituform tubes. The testing criteria for these materials meet the following standards: ASTM D-5199—Standard Test Method for Thickness of Geotextile/Geomembranes ASTM D-5035—Standard Test Method for Breaking Force&Elongation of Textile Fabrics Additionally,per ASTM D-5813—Standard Specification for Cured-In-Place Thermosetting Resin Sewer Pipe,all supplied materials meet or exceed the 750 psi"Fabric Tube Strength"requirement as defined by paragraph 6.1 of the specification.The porosity of our fibers is approximately 85%. This is conformation that all materials supplied by Insituform Technologies, Inc.are tested for product quality and fitness for use per the aforementioned ASTM guidelines with all test records maintained and made available at the customer's request. 3mm Coated Felt CD MD Tensile Ten silo ;8436 ll Line Material Order Date (ASTM (ASTM AST 33 3 3100183 369023 12/20/2011 3.4 1240 1292 34 3 3100183 369023 12/20/2011 3.3 1290 1380 3 3100183 369023 12/21/2011 3.2 1247 1324 8437 1 3 3100183 369023 12/21/2011 3.3 1263 1344 8438 3 3100183 369023 12/21/2011 3.2 1259 1347 8439 3 3100183 369023 12/21/2011 3.4 1155 1315 8440 3 3100183 369023 120/2011 3.3 1244 1247 8441 3 3100183 369023 12/21/2011 3.4 1213 1264 8442 3 3100183 369023 12/21/2011 3.2 1272 1339 8443 31 31001831 369023 1 1PJ21/2011 3.2 1245 1279 16oz Material-3mm Plain Felt Thickness M MD Roll Line Material Work to (ASTM Tensile Tensile Order D5199) 5035) _ (ASTM5 35) 6771 2 3000003 365316 11/30/2011 3.2 1121 1135 6772 2 3000003 365316 11/30/2011 3.2 1186 1121 6773 2 3000003 365316 12/l/201/ 3.1 1217 1087 6774 2 3000003 365316 12/1/201/ 3.4 1183 1173 6775 2 3000003 365316 12/l/2011 3.1 1134 1073 6776 2 3000003 365316 12/1/2011 3.3 1128 1143 6777 2 3000003 365316 12/1/2011 3.2 1251 1074 6778 2 3000003 365316 12/t12011 3.3 1167 1122 6779 2 300003 365316 12/1/2011 3.3 1235 1136 6780 2 3000003 365316 12/1/2011 3.2 1226 1 1114 Revision Date: June 2014 Page 6 of 7 24oz Material -4.5mm Plam Felt Thickness CD ATensdo Roll Line Material Work Date (ASTM Tensile Order (ASTM 5199) 7849 1 3000064 369019 12/13/2011 4.9 1137 1063 7850 1 3000064 369019 12/1320/1 4.8 1071 1012 7851 1 3000064 369019 12/13/2011 4.8 1050 1068 7852 1 3000064 369019 12/13/2011 4.7 1057 1060 7853 1 3000064 369019 12/13/2011 4.7 1116 1005 7854 1 3000064 369019 12/13/2011 4.7 1074 1047 7855 1 3000064 369019 12/13/2011 4.8 1167 1027 7856 1 3000064 369019 12/13/2011 5.1 1218 1132 7857 1 1 3000064 369019 12/13/2011 5 1190 1059 7858 1 1 3000064 369019 12/13/2011 1 4.9 1084 1051 30oz Material-6mm Plain Felt MD Work Tensile Tensile Roll Line Material Order JASDate (ASTM TM ASTM 8124 1 3000069 369020 12/21/2011 6.5 1121 1059 8125 1 3000069 369020 12/21/2011 6.5 1126 1122 8126 1 3000069 369020 12/21/2011 6.4 1092 1039 8127 1 3000069 369020 12/21/2011 6.5 1045 1044 8128 1 3000069 369020 12/21/2011 6.5 1109 1076 8129 1 3000069 369020 12/21/2011 6.3 1069 1065 8130 1 3000069 369020 12/21/2011 6.3 1071 1132 8131 1 3000069 369020 12/21/2011 6.6 1096 1100 8132 1 3000069 369020 12/21/2011 6.4 1155 1083 81331 1 1 3000069 1 369020 12/21/2011 1 6.51 1050 1090 Revision Date: June 2014 Page 7 of 7 The installation of Insituform will generally improve the flow Hydraulic capacity of the pipe due to smooth transitions at offsets and protrusions, no joints between manholes, and a smooth inte- Consideratlons- rior surface. The traditional Manning equation can be used to Gravity Flow determine specific velocities and flowrates as follows: Q = VA = 1.4,86 AR2`1Sii2 (12) where, Q = flowrate, efs V = velocity, fps A = flow area, ft' n = Manning coefficient of roughness (sec Table 6) R = hydraulic radius, ft = A/P P = wetted perimeter of flow, ft S = slope of energy grade line, ft/ft. For circular pipes flowing full, the formula may be simplified to: Q = 0.463 Dei3SI/2 (12a) n where, D = pipe internal diameter, ft. The Manning coefficient, 'n', of in-service Insitupipe was evaluated through a testing and analysis program conducted by Sverdrup Corporation and Southeast Environmental Services, Inc., in the St. Louis, Missouri metropolitan area(contact an Insituform representative to obtain a brochure detailing this test program). Flow monitoring was conducted on numerous uncleaned, in-service, sanitary sewer Insitupipe sections to test actual in-place conditions. The test results indicated that the Manning coefficient, 'n', of in-service Insitupipe was 33%better than that of in-service pipes of traditional clay and concrete materials. An average in-service Manning coefficient, 'n', of 0.010 was measured for typical Insituform applications. However, it was found that the Manning 'n' of the Insitupipe was highly van- able and dependent upon the condition of the underlying pipe. --- 32 CERTIFICATE OF REGISTRATION This is to certify that Insituform Technologies, LLC Headquarters 17999 Edison Avenue Chesterfield, Missouri 63005 USA Refer to Attachment to Certificate of Registration dated March 8. 2018 for additional certified sites operates a Quality Management System which complies with the requirements of ISO 9001 :2015 for the following scope of certification Design, development, manufacturing and installation of products for the rehabilitation of pipelines using trenchless technology. Certification of installation services is non- transferrable and applies only when performed directly by Insituform Technologies, LLC. Certificate No.: CERT-0101077 Original Certification Date: February 11, 2014 File No.: 1650845 Certification Effective Date: Nbrch 15, 2017 Issue Date: March 8, 2018 Certification Expiry Date: N1arch 14, 2020 Ncole Grantham General Manager SAI Global CertAicawn Services AABg rw.ru6t�t srsrtw 1�1509001 ctlrtnurw ww ONNCVb4ll,dYlISN(IWII MCNcn CaY,$VY},10 ippr,po..bv..Iq[Vb,V.Tl,twtVCbnY.4pe bnfN01eY1 , SAI GLOBAL T. CvEb>7 b CNOaOm WiYtl ar VY,YI �e��ncprynieY lV���W WIbI reM+wnJnF-^Y b peen nggrcY r,r aM��n�n M pep�ry W W OOYI VCnW>MbC4 V/n,sm+,n� T r,fytlM pb u1llono/�leb���blVWOeV/aLnV(��.�O�pV �Y�YV •15I•II VYI iYI ATTACHMENT TO CERTIFICATE OF REGISTRATION These sites are registered under Certificate No: CERT-0101077 issued on March 8. 2018 File No. Effective Date 1650845 Insituform Technologies, LLC March 15, 2017 Headquarters 17999 Edison Avenue Chesterfield . Missoun 63005 USA Design.development.n anuf acturing and installation of products for the rehabilitation of pipelines using lrenchless technology 1650M Insituform Technologies, LLC March 15, 2017 Wetout 7605 18th Street Edmonton , Alberta T6P 1N9 Canada Abnufactunng 1650849 Insituform Technologies, LLC March 15. 2017 Wetout 912 Stanton Road Olyphant , Pennsylvania 18447 USA Kbriufacturng 1650850 Insituform Technologies, LLC March 15, 2017 Wetout 468 Cypress Road Ocala , Florida 34472 USA Kbirufacturing 1650851 Insituform Technologies, LLC March 15, 2017 Wetout 2255 West 85th North Cedar City Utah 84721 USA Wnufacturng 1650852 Insituform Technologies, LLC March 15, 2017 Installation East 20 Fox Chase, Ste B Cartersville Georgia 30126 USA Preparation and Installation 1650853 Insituform Technologies, LLC March 15, 2017 Installation West 9654 Titan Court Littleton , Colorado 80125 USA Reparation and Installation These registrations are dependent on Insituform Technologies, LLC M/, SAI GLOBAL Headquarters (File No. 1650845) maintaining their scope of registration to �'� ISO 9001 2015 ATTACHMENT TO CERTIFICATE OF REGISTRATION These sites are registered under Certificate No: CERT-0101077 issued on March 8, 2018 1650854 Insituform Technologies, LLC March 15, 2017 Manufacturing 160 Corporate Dove Batesville . Mississippi 38606 USA Manufacturng 1650855 Insituform Technologies, LLC March 15, 2017 Wetout 2130 Stout Field West Dne Indianapolis . Indiana 46241 USA Manufacturing 1650856 Insituform Technologies, LLC March 15, 2017 Wetout 3061 Dublin Circle Bessemer . Alabama 35022 USA Manufacturing 1650857 Insituform Technologies, LLC March 15, 2017 Wetout 6526 Bluebonnet Parkway McGregor , Texas 76657 USA Manufacturing 1650858 Insituform Technologies, LLC March 15, 2017 Wetout 91-255 Kalaeloa Boulevard Kapolei , Hawaii 96707 USA Manufacturing 1650859 Insituform Technologies, LLC March 15, 2017 Installation Central 580 Goddard Avenue Chesterfield , Missouri 63005 USA Preparation and Installation 1650860 Insituform Technologies, LLC March 15, 2017 Installation Canada 5743 - 68 Avenue NW Edmonton . Alberta T6B 3P8 Canada Reparation and Installation 1650863 Insituform Technologies, LLC March 15, 2017 Installation - Eastern Region 709 E. Ordinance Road Baltimore , Maryland 21226 USA These registrations are dependent on Insituform Technologies. LLC Headquarters (File No. 1650845) maintaining their scope of registration to .�M ISO 9001 2015 "'°'• '"01111 .Olt ATTACHMENT TO CERTIFICATE OF REGISTRATION These sites are registered under Certificate No CERT-0101077 issued on March 8 2018 Preparation and Installation 1650864 Insituform Technologies, LLC March 15, 2017 Installation - Eastern Region 253 B Worcester Road Charlton , Massachusetts USA Reparation and Installation 1650865 Insituform Technologies, LLC March 15, 2017 Installation - Eastern Region 3898 Welden Dme Lebanon , Ohio USA Preparation and Installation 1650866 Insituform Technologies, LLC March 15, 2017 Installation - Eastern Region 6972 Business Park Blvd. JacksonHlle . Flonda USA Preparation and Installation. 1650867 Insituform Technologies, LLC March 15. 2017 Installation - Eastern Region 9001 NW 97 Terrace Suite F Medley , Flonda 33178 USA Preparation and Installation 1650868 Insituform Technologies, LLC March 15, 2017 Installation - Eastern Region 1819 John Moore Rd. Monroe , North Carolina 28110 USA Preparation and Installation 1650869 Insituform Technologies, LLC March 15, 2017 Installation - Eastern Region 3016 U S Highway 301 N Suite 900 Tampa , Flonda USA Preparation and Installation 1650870 Insituform Technologies, LLC March 15, 2017 Installation - Eastern Region 3061 Dublin Circle Bessemer , Alabama 35022 USA Reparation and Installation. 1650872 Insituform Technologies, LLC March 15, 2017 installation - Eastern Region These registrations are dependent on Insituform Technologies. LLC SAI GLOBAL Headquarters (File No 1650845) maintaining their scope of registration to ISO 9001:2015 ATTACHMENT TO CERTIFICATE OF REGISTRATION These sites are registered under Certificate No: CERT-0101077 issued on March 8. 2018 5033 Mosson Rd. Fort Worth , Texas 76119 USA Reparation and Inslallawn 1650873 Insituform Technologies. LLC March 15. 2017 Installation - Eastern Region 18378 Tom Dr. Hammond , Louisiana USA Reparation and hstallahon 1650874 Insituform Technologies, LLC March 15 2017 Installation - Eastern Region 13502 Almeda School Road Houston Texas 77047 USA Reparatan and Installation 1650876 Insituform Technologies, LLC March 15, 2017 Installation - Eastern Region 1410 Gould Bbd Lavergne . Tennessee USA Reparation and Installation. 1650877 Insituform Technologies, LLC March 15. 2017 Installation -Western Region 19000 MacArthur Blsd, Ste 800 Inane . California 92831 USA Reparation and hstallaton 1650878 Insituform Technologies, LLC March 15, 2017 Installation - Western Region 8620 Antelope N. Rd. - Ste 1 Antelope . California USA Reparatan and Installation 1650879 Insituform Technologies, LLC March 15, 2017 Installation -Western Region 645 W. 241h St , Ste 102 Tempe . Arizona USA Reparatan and Installation 1650880 Insituform Technologies, LLC March 15, 2017 Installation -Western Region 91-255 Kalaeloa BIA. Kapolei , Hawaii USA Reparation and Installation These registrations are dependent on Insituform Technologies. LLC :+J, .7/"�� GLOBAL Headquarters (File No. 1650845) maintaining their scope of registration to �,� ISO 9001:2015 1 — • . ATTACHMENT TO CERTIFICATE OF REGISTRATION These sites are registered under Certificate No CERT-0101077 issued on March 8. 2018 1650881 Insituform Technologies, LLC March 15, 2017 Installation -Western Region 17220 Bel Ray Place Belton . Missouri USA Reparation and installation 1650882 Insituform Technologies, LLC March 15, 2017 Installation -Western Region 1088 Victory Drive Howell . Michigan USA Reparation and installation 1650883 Insituform Technologies, LLC March 15, 2017 Installation -Western Region 11351 W. 183rd Orland Park . Illinois USA Reparation and Installation 1650884 Insituform Technologies, LLC March 15. 2017 Installation -Western Region 1177 Birch Lake Blvd. N. White Bear Lake . Minnesota USA ReparaWn and Installation 1650885 Insituform Technologies, LLC March 15, 2017 Installation -Western Region 2130 Stout Field West Dnve Indianapolis . Indiana USA Reparation and Installation 1650886 Insituform Technologies. LLC March 15. 2017 Installation - Canadian Region 8009 571h Street SE Unit 4 Calgary , Alberta Canada Reparation and Installation 1650887 Insituform Technologies, LLC March 15, 2017 Installation - Canadian Region 139 rue Ban Montreal . Quebec Canada Reparation and Installation 1650888 Insituform Technologies, LLC March 15. 2017 Installation - Canadian Region 3 Burford Rd Hamilton . Ontario L8E 3C6 Canada These registrations are dependent on Insituform Technologies. LLC SAI GLOBAL Headquarters (File No 1650845) maintaining their scope of registration to ISO 9001 2015 101e41irr ATTACHMENT TO CERTIFICATE OF REGISTRATION These sites are registered under Certificate No: CERT-0101077 issued on March 8. 2018 Reparation and Installation 1680743 Insituform Technologies. LLC March 15, 2017 19165 SW 119th Street Tualatin . Oregon 97062.7384 USA Reparation and Installation These registrations are dependent on Insrtuform Technologies. LLC i�Ji SAI GLOBAL Headquarters (File No. 1650845) maintaining their scope of registration to t ISO 90012015 Q ouis, Edison Avenue Saint Louis, Missouri 63005 Phone: 636-530-8000 www.aegion.com Technical Information: Standard Inverted and Pull-In CIPP 1.The CIPP Technical Envelope Water Inversion Steam Inversion Pull-In Diameter Range 6 in. - 124 in. 6 in. -72 in. 6 in. - 121n. Thickness Limit 50 mm. Varies 4.5 mm. -9.0 mm. PH Range (Polyester Resin Only) 0.5-10.5 0.5-10.5 0.5-10.5 Effluent Temperature (Vinylester resin for 120-140 F) Up to 140' F Up to 140' F Up to 140'F Structural Yes Yes Yes Bends Case by Case Basis Case by Case Basis No Offset Joints Yes Yes Minimal Diameter Changes Yes No No Thickness Changes Yes No No Shot length (Diameter Dependent) Up to 2500 ft. Up to 800 ft. Up to 800 ft. Host Pipe Shape All Shapes Most Shapes Round All excluding plastic or Host Pipe Material All Materials All Materials asbestos cement pipe Resin Polyester or Vinylester Polyester or Vinylester Polyester or Vinylester 2.Raw Materials Suppliers are given specifications that must be met for each material. Part of Tube Raw Materials Used Felt Polyester Fiber Polypropylene Blend Coating Polyethylene Blend Polyester Thread(Standard Inverted) Thread Cotton Sheathed Polyester Thread(Pull-In) Aramid Fiber Thread(Standard Inverted and Pull-In) Revision Date: June 2014 Page 1 of 7 The following characteristics of the Raw Materials are evaluated for Quality Assurance: Raw Material Characteristic Evaluation Method Fiber Denier Visual Reference: Material Tag Fiber Crimps per inch Certificate of Analysis Fiber %Finish Certificate of Analysis Fiber Staple Length Certificate of Analysis Fiber Tenacity Certificate of Analysis Fiber Elongation% Certificate of Analysis PE Pellets Melt Index Certificate of Analysis PE Pellets Density Certificate of Analysis PE Pellets Gel Count Certificate of Analysis PP Pellets Melt Flow Certificate of Analysis Thread Strength Certificate of Analysis Thread Elongation Certificate of Analysis Thread Lube Certificate of Analysis 3. Manufacturing Process Tubes are manufactured in Batesville,Mississippi, United States and meet all relevant specifications for a cured-in- place pipe product:ASTM D5813,ASTM F1216,and ASTM F1743. The finished tube is manufactured using multiple layers of felt,with one layer coated with polypropylene or polyethylene plastic. The layers are cut/slit to the desired width and sewn concentrically. The coated layer is also sealed at the seam using an extrusion or taping process to form the final tube. The tube is then inspected and packaged for shipment. All manufacturing processes operate under a quality system that is certified to the IS09001: 2008 standard. Step One: Felting Felt production is achieved by a non-woven process(needle punch)using polyester fiber. The finished felt rolls undergo tests to ensure weight, thickness,density,and elongation meet documented specifications. Multiple samples are taken across the full width of each roll of material produced to ensure fabric consistency. Multiple samples are taken in the machine and cross-machine direction of the fabric to test the fabric stretch at varying loads and the tensile strength. 100%of all felt produced is tested for thickness under a specified load. Tensile strength testing is in accordance with ASTM Standard D5813. For test results,see Appendix A. The following characteristics are evaluated throughout the Felting process for Quality Assurance: Characteristic Evaluation Method Weight Scale Thickness Compression Testing Machine Elongation Tensile Testing Machine Tensile Strength Tensile Testing Machine Revision Date: June 2014 Page 2 of 7 Step Two: Coating Felt tubes are coated with a permanently-bonded, continuous layer of polypropylene or polyethylene. The coating is firmly attached to the felt and is resistant to hydrolysis and chemical attack. Because of this, polypropylene and polyethylene coatings have a greater longevity than polyurethane coatings. Polypropylene and polyethylene coatings have also been tested and proven to be more resilient to styrene based resins. Polyurethane coatings tend to swell and blister under prolonged styrene exposure which can adversely affect the final cured product. The following characteristics are evaluated throughout the Coating process for Quality Assurance: Characteristic Evaluation Method Overall Thickness Compression Testing Machine Coating Thickness Dial Indicator Weight Scale Peel Strength Tensile Testing Machine Tensile Tensile Testing Machine Elongation Tensile Testing Machine Step Three: Slittma Special cut widths are used depending on whether the tube will be inverted or pulled in, and the width of the fabric ultimately depends on the overall design diameter and thickness of the tube being produced. The following characteristics are evaluated throughout the Slitting process for Quality Assurance: Characteristic Evaluation Method Width Tape Measure Length Mechanical roll counter Material Type,Job p&Sequence Verify roll ticket and roll p to cut requisition Surface Contaminants Visual Holes/Cuts/Tears Visual Step Four: Sewing Tubes are sewn together using a butt sewn seam and are tested to ensure the seam is as strong as or stronger than the fabric. The butt sewn seam eliminates the need for overlapped seams. To create uniform thickness around the full circumference of the tube, Insituform developed and patented a method for sewing together the butted ends of our fabric Our experience has shown that the strongest tubes with the fewest wrinkles are made with butt-sewn seams because overlapped seams have shown to create uneven thickness, resin lean areas, and surface wrinkles Revision Date: June 2014 Page 3 of 7 The following characteristics are evaluated throughout the Coating process for Quality Assurance: Characteristic Evaluation Method Material Type/Coating/Sequence Verify roll ticket and roll#to sew order Width Tape Measure Flamebond Attachment Pull at Flamebond area Flamebond Tensile Strength Tensile Testing Machine Flamebond Peel Strength Tensile Testing Machine Flamebond Machine Settings Record Settings Stitches per inch Tape Measure Seam Structure Visual Inspection Surface Contaminants Visual Coating Voids Visual Holes/Cuts/Tears Visual Dropped Stitches Visual Starter Rope Location Tape Measure Step Five: Extrusion/Taping An extrusion or taping process is used to bond the coated layer at the seam. The following characteristics are evaluated throughout the extrusion process for Quality Assurance: Characteristic Evaluation Method Coating/Material Type Verify to Order Thickness Bulk Test with scale Adhesion Peel Testing Adhesion Verify Correct Extruder Settings Adhesion Verify Correct Extruder Settings Correct Extrusion Material Verify with order ticket Extrusion Location Automated Camera System Extrusion Location Visual Extrusion Voids Visual Excessive/Uneven Extrusion Visual Heat/Pressure(Taping System) Visual Revision Date: June 2014 Page 4 of 7 Step Six: Inspection The tubes go through a 100%inspection process to ensure we are shipping the highest quality product. This includes a dye bath on the standard inverted product that highlights any pinholes that might be present in the coated layer. All repairs are made prior to the tubes being shipped. The following characteristics are evaluated throughout the Inspection process for Quality Assurance: Characteristic Evaluation Method Watertight Outer Tube Vacuum Test (Inverted Tube Only) Watertight Outer tube Dye Bath(Inverted Tube Only) Seam Structure Visual Extrusion/Tape Location Visual Extrusion/Tape Voids Visual Excessive/Uneven Extrusion/Tape Visual Surface Contaminants Visual Coating Voids Visual/Dye Bath(Inverted Tube Only) Holes/Cuts/Tears Visual/Dye Bath(Inverted Tube Only) Revision Date: June 2014 Page 5 of 7 Appendix A: The following material test records are samples of actual test data results for non-woven fabrics(felt)used in the manufacturing of Insituform tubes. The testing criteria for these materials meet the following standards: ASTM D-5199—Standard Test Method for Thickness of Geotextile/Geomembranes ASTM D-5035—Standard Test Method for Breaking Force&Elongation of Textile Fabrics Additionally,per ASTM D-5813—Standard Specification for Cured-In-Place Thermosetting Resin Sewer Pipe,all supplied materials meet or exceed the 750 psi"Fabric Tube Strength"requirement as defined by paragraph 6.1 of the specification.The porosity of our fibers is approximately 85%. This is conformation that all materials supplied by Insituform Technologies, Inc. are tested for product quality and fitness for use per the aforementioned ASTM guidelines with all test records maintained and made available at the customer's request. 3mm Coated Felt Work Emmomr— Thickness Terlsr a ens e Roll Line Material Order Date (ASTM (ASTM (ASTM 8433 3 3100183 369023 12/20/2011 3.4 1240 1292 8434 3 3100183 369023 12/20/2011 3.3 1290 1380 8436 3 3100183 369023 12/21/2011 3.2 1247 1324 8437 3 3100183 369023 12/2l/2011 3.3 1263 1344 8438 3 3100183 369023 12/21/2011 3.2 1259 1347 8439 3 3100183 369023 12121/2011 3.4 1155 1315 8440 3 3100183 369023 12/21/2011 3.3 1244 1247 8441 3 3100183 369023 12121/2011 3.4 1213 1264 8442 3 3100183 369023 12121/2011 3.2 1272 1339 8443 3 3100183 1 369023 12121/2011 3.2 1245 1279 16oz Material-3mm Plain Felt Thickness CD MD Line Material Work (ASTM Tensile Tensile Roll Order (ASTM (ASTM (ASTM ' 5035) 5035 6771 2 3000003 365316 11/30/2011 3.2 1121 1135 6772 2 3000003 365316 11/30/2011 3.2 1186 1121 6773 2 3000003 365316 1211/2011 3.1 1217 1 D87 6774 2 3000003 365316 12/1/2011 3.4 1183 1173 6775 2 3000003 365316 12/1/2011 3.1 1134 1073 6776 2 3000003 365316 12/1/2011 3.3 1128 1143 6777 2 3000003 365316 12/1/2011 3.2 1251 1074 6778 2 3000003 365316 12/1/2011 3.3 1167 1122 6779 2 3000003 365316 12/1/2011 3.3 1235 1136 6 880 2 30000031 365316 12/1/2011 3.2 1226 1114 Revision Date: June 2014 Page 6 of 7 24oz Material -4.5mm Plain Felt Thickness CD MD Roll Line Material Work Date (ASTM Tensile Tensile Order 05199) (ASTM (ASTM 5035) 5035) 7849 1 3000064 369019 12/13/2011 4.9 1137 1063 7850 1 3000064 369019 12/13/2011 4.8 1071 1012 7851 1 3000064 369019 12/13/2011 4.8 1050 1068 7852 1 3000064 369019 12/13/2011 4.7 1057 1060 7853 1 3000064 369019 12/13/2011 4.7 1116 1005 7854 1 3000064 369019 12/13/2011 4.7 1074 1047 7855 1 3000064 369019 12/13/2011 4.8 1167 1027 7856 1 3000064 369019 12/13/2011 5.1 1218 1132 7857 1 3000064 369019 12/13/2011 5 1190 1059 7858 1 3000064 369019 1 12/13/2011 4.9 1084 1051 30or Material-6mm Plain Felt Roll Line Material Work Date (ASTM Tensile Tens Order M AS 8124 1 3000069 369020 12/21/2011 6.5 1121 1059 8125 1 3000069 369020 12/21/2011 6.5 1126 1122 8126 1 3000069 369020 12/21/2011 6.4 1092 1039 81271 1 1 3000069 369020 12/21/2011 1 6.5 1045 1044 8128 1 3000069 369020 12/21/2011 6.5 1109 1076 8129 1 3000069 369020 12/21/2011 6.3 1069 1065 8130 1 3000069 369020 12/21/2011 6.3 1071 1132 8131 1 3000069 369020 12/21/2011 6.6 1096 1100 8132 1 3000069 369020 12/21/2011 6.4 1155 1083 8133 1 1 3000069 369020 12/21/2011 6.5 1 1050 1090 Revision Date: June 2014 Page 7 of 7 The installation of Insituform will generally improve the flow Hydraulic capacity of the pipe due to smooth transitions at offsets and protrusions, no joints between manholes, and a smooth inte- Consideratlorm- rior surface. The traditional Manning equation can be used to Gravity Flow determine specific velocities and flowrates as follows: Q = VA = 1.4t86 AR2i3Sii2 (12) where, Q = flowrate, cfs V = velocity, fps A = flow area, ft' n = Manning coefficient of roughness (see Table 6) R = hydraulic radius, ft = A/P P = wetted perimeter of flow, ft S = slope of energy grade line, tVft For circular pipes flowing full, the formula may be simplified to: Q = 0-n63 DO/3 Sus (12a) where, D = pipe internal diameter, ft. The Manning coefficient, 'n', of in-service Insitupipe was evaluated through a testing and analysis program conducted by Sverdrup Corporation and Southeast Environmental Services, Inc., in the St. Louis, Missouri metropolitan area(contact an Insituform representative to obtain a brochure detailing this test program). Flow monitoring was conducted on numerous uncleaned, in-service, sanitary sewer Insitupipe sections to test actual in-place conditions. The test results indicated that the Manning coefficient, 'n', of in-service Insitupipe was 33%better than that of in-service pipes of traditional clay and concrete materials. An average in-service Manning coefficient, 'n', of 0.010 was measured for typical Insituform applications. However, it was found that the Manning 'n' of the Insitupipe was highly vari- able and dependent upon the condition of the underlying pipe. 32 Table 6 MANNING COEFFICIENT, 'n', FOR TYPICAL PIPELINE MATERIALS Pipe Material In' Insitupipe' 0.009 - 0.012 Vitrified Clay' 0.013 - 0.017 Concrete' 0.013 - 0.017 Corrugated Metal' 0.019 - 0.030 Brick' 0.015 - 0.017 'selection of the Insitupipe 'n' Is baud on the condition of the underlying pipe. For example: If a low range 'n' is selected for the existing pipe, select a low range Insitupipe W. The values shown are for pipes in fair to pour condition from"Applied Hydraulics for Technology'by J. D. Kanen. For circular pipes flowing full, the Manning equation can be reduced to compare flow capacity before and after Insituform installation as follows: ``8/3 % Existing 1 tnsitu x 100 - °exist Dinsitu� x loo (13) Flow Capacity Qexist ninsitu exist Table 7 illustrates the increased now capacity after Insituform installation with respect to original pipe material for various Insitupipe dimension ratios (DR). Table 7 INSlTUFORM GRAVITY PIPE FLOW COMPARLSON Percent Existing Ftdl Flow Capacity After lnsituform Installation' Existing Pipe Roughness Insitupipe Dimension Ratio (D/t) Coefncient, 'n' 30 40 50 60 0.014 0.015 0.016 0.017 Assumes Insitupipe 'n' = 0.010 Existing Pipe Flow = 100% 33 Calculate the expected increase in flow capacity for a 12 inch Design diameter, vitrified clay, gravity pipe in fair condition recon- Example 4 structed with a 0.26 inch thick Insitupipe. 1. Select pipe roughness coefficients (from Table 6) n,,,, = 0.014 1 n,.ru, = 0.010 2. Pipe inside diameters D,i,y = 12" Dj y = 12" - 2(0.261) = 11.5" 3. Calculate increase in flow capacity (Equation 13) % Existing Flow Capacity=0.014 11.6 9/3x 100 = 126% 0.010 .0) Therefore, the calculations indicate that the installation of Insituform increases the full flow capacity of the existing pipe by 2596L Insituform in pressure flow applications enhances the existing Pressure pipe characteristics in the same manner as stated in the gravity Flow flow section. The reconstructed pipe without joints, smoother protrusions and offsets, and a greater Hazen-Williams coefficient promotes a more laminar flow. I The Hazen-Williams equation can be used to compute the specific flowrate of each pipe as follows: Q = 1.318 C R063 S051 A (14) Where, Q = flowrate, cfs C = Hazen-Williams coefficient (see Table 8) R = hydraulic radius, ft = A/P A = flow area, ft ' P = wetted perimeter of flow, ft S = slope of energy grade line, ft/ft The Insitupipe Hazen-Williams coefficient, 'C', was evaluated through a research project conducted at Christian Brothers University in Memphis, Tennessee. The study resulted in a 'C' value of 147. To be conservative, a 'C' of 140 was adopted for a typical Insitupipe design value. i 34 M TC Manufactured Technologies Corporation 17988 Edison A.enue•St Lows, MO 63005 (6361 530 3330•manufacturedtechnologies.corn Manufactured Technologies Corporatior• CURED-IN-PLACE-PIPE (CIPP) TUBE HANDLING GUIDELINES Dry Tube Handling REQUIRED TOOLS AND MATERIALS Avoid handling equipment trot can pro*"cuts or tears in the tube •Acetone - Fork lifts •Duct Tape - Poorcondition pallets or roller beds •Clean Rags Cables •Drader Gun(Weider) •Mcd:fled Extruder Head (part number 39D000Ti Do not drag Woe across tough ground or surfaces .Ice Filled Bag or Aerosol Refrigerant Da not oa k across tube •MTube`1Tube) •Pliers Store dry I,;be rdogrs if possible h tube must pe stored outdoors •Razor Knife keep co•.ered to avoid exposure to sunlight Move tube Indoors •Silicone Rubber Roller for 24 hours if stored outside before wetout to ensure tube •Wire Brush(8rassl temperature is below 80 degrees dunnq wetout •Tape Measure All patches c!M'u^_e spool:be apMieC usirq a Drader gore 'Polypropylene(PP)Welding Rods(pail number 360013E and patches o f M'u ve shot rxs •Digital Temperature Display (part number 3900066 wrlfi Thermocouple Wire(part number 3900045i Drader Guidelines •Masking Tape QISCLA;MfR TNeseguidermesaregmerar0nature eal PROCESS STEPS dperater lecnrrque traerong,and experience as weft as held Equipmetd Start-Up and Preparation installation coed-tions a,!varj greatly Mrssrssipp Textiles Carp. (MTC)does not watrarf or guarantee pre results fruit may 1 AW the modified extruder head to the hand-held went gun he aCMhed by the operator in folAow•ng these guidelines. 2 The racortarwded welding Mad design includes a tMrmOtougk WARNING'Grader pubs produce high heal and Me operator mounted in Me tip df the head that allows the meft temperature most handle noth can to avoid burns and fl la be precisely measuathl The gun temperature settings owned In gas work mtrLCDM literal the recomnerded temperature settings using the digital display attached to the thermocouple S Set gun temperature to about 450'F e Pal the welder Into the appropriate electri,al and pneurnafu outlets and sly power switch to'ON' 5 Allow Ote welder to warm up for several minutes until the red heading IndiWor cycles 00.indicating the set temperatire has been reached Allow the unit to cycle on and oft several times to ensure IN lempereture equalizes across the weld head 5 Use the digital thermilimetar to verity the weld head reaches at least a50'F bell attempting to weld To ensure acceptable bonding,the temperature of The weld Mad should be mdintamed between 425'and 450°F mroughouf the we:dinq process iioI� MTC Manufactured Technologies Corporation Manufactured TechnologleS Corporation April 25, 2018 RE: CERTIFICATE OF COMPLIANCE FOR MTUBE• — VINYL ESTER RESIN To Whom It May Concern, This letter certifies that Manufactured Technologies Corporation, an AEGION company, is in its 13th year of operation as a material supplier for the cured-in-plate pipe (CIPP) industry. Since our inception, we have supplied more than 15 million linear feet of coated felt tube to approved installers across North America and beyond. All of our felt tubes are manufactured and wet out (resin impregnated) by Insituform Technologies, LLC in an ISO 9001.2015 certified factory in accordance with specifications of MTC and will comply with the guidelines of ASTM F1216 and ASTM F1743. To comply with material specifications, our liners are impregnated with vinyl ester resin, which is produced by industry leading suppliers, including but not limited to: ACC and Interplastic Corporation. Our resin systems and liners have a successful history in lab conditions and actual field installations of meeting the chemical resistance standards of ASTM F1216 and ASTM F1743, as well as the requirement under ASTM D5813 to prevent infiltration and exfiltration. The following physical properties are recommended for CIPP design when using a vinyl ester resin system: Flexural Modulus of Elasticity.........................................................................250,000- 300,000 psi FlexuralStrength ..............................................................................................4,500 psi 'Tensile Strength .............................................................................................3,000 psi Flexural Modulus Reduction to Account for Long-Term Effects................50% ' As stated in ASTM F1216,tensile strength is not a parameter that is used in standard gravity flow design. The above values were derived from samples tested in accordance with modified ASTM D790 and ASTM D638, and are California Greenbook Certified. If you should have any additional questions, please do not hesitate to contact me at your convenience. I am available at(636) 530-3355 or mwetzel@aezion.com. Best regards, Mark Wetzel Senior Director, MTC DISCLAIMER OF WARRANTY AS INSTALLATION CONDITIONS(INCLUDING, AMONG OTHERS, RIVE TYRE B CONDITION.GROUNDWATER DEPTH&TEMP(RATURE, DEPTH OF COVER B SOIL TYPE,WE LOADS,SITE ACCESS AND WEATHER)AND INSTALLER EXPERIENCE,TECHNIQUES AND TYPE Of EQUIPMENT VARY GREATLY,MTC EXCLUDES ANY WARRANTY OF ANY KIND, EXPRESS OR IMPLIED. WITH RESPECT TO THE GOODS SOLD HEREUNDER AS TO MERCHANTABILITY, FITNESS FOR PARTICULAR USE OR ANY OTHER MATTER WITH RESPECT TO THE GOODS WHETHER USED ALONE OR IN COMBINATION WITH OTHER PRODUCTS MTC HAS NOT PROVIDED ANY DESIGN SPECIFICATIONS OR COMPUTATIONS,ANC ACCORDINGLY.MTC DOES NOT WARRANT THE DESIGN December 10, 2007 Page 1 of 15 1 1 . Test Report: 0705-00039 Revised Report Date of Revision: January 3, 2008 TEST REPORT CLIENT: AOC, LLC 950 Highway 57 East Collierville, TN 38017 Attention: David Treadwell Insituform Technologies, Inc. 17999 Edison Avenue Chesterfield. MO 63005 Attention: Lynn Osborn, P.E. Re: P.O. n7034 REASON FOR REVISION: The originally-reported results contained results from several tensile specimens that had failed outside of the narrow,cross-sectional test section (i.e. failure occurred in the tensile specimen tab area). While ASTM D638 directs that these specimens be discarded and retests made, the 112 day exposure precludes this. Therefore, since failure occurred in the tab and this does not constitute a material or specimen failure, these specimens were able to be retested and new tensile strength and elongation values are reported herein. Specifically, sulfuric acid specimens 4 and 5, nitric acid specimen 5, ferric chloride specimen 4, sodium hypochlorite specimen 4, detergent specimens 2 and 3, and i8OD specimens 2, 4, and 5 were re-tested. SAMPLES: One sample of cured In place plastic (CIPP) material was submitted and identified by AOC as AOC 301 VE. The sample was submitted in the form of 54 ASTM D638 Type I tensile bars and 170 1"x 3"weight change/hardness coupons. The sample was received in two batches. The tensile bars and most of the weight change/hardness coupons were received on April 30", 2007 and the remaining weight change/hardness coupons were received on May 70, 2007. TESTING: The sample was tested in accordance with "Greenbook"Standard Specifications for Public Works Construction, 2006 Edition, Section 211-2 Chemical Resistance Test (Pickle Jar Test). This report applies only to the sample(s) tested or analyzed. This report may be oopied only in its entirety, unless prior written consent has been granted by an authorized agent of the Hauser laboratories Division of Microbac Laboratories, Im. Microbac Laboratories, Inc., Hauser Laboratories Division www.hauserlal;*&om 4750 Nautilus Court South, Unit A, Boulder,CO 80301 Ph: 720 406 4800 Fax: 303 5810195 www.microbac.com ® December 10, 2007 Page 2 of 15 Mlit Test Report: 0705-00039 9 Revised Report Date of Revision: January 3, 2008 The testing consisted of chemical exposure of specimens per Section 211-2 using the nine (9) solutions within Table 211-2(A) (see duplicate of table below). Chemical Solution Concentration Sulfuric add 20% Sodium Hydroxide 5% Ammonium Hydroxide 5% Nibk add 1% Ferric Chloride 1% Sodium Hypochlorite 1% Soap 0.1% Detergent(LAS) 0.1% Bacteriological BOO not less than 700 ppm The solutions were purchased commercially or mixed from stock using technical grade reagents or better. The preparation of all reagents was in accordance with Note 1 of Greenbook Table 211.2(A) based on first adjusting reagent stock to 100% concentration (i.e. 93% H2SO4 to 100%, then mix to 20% strength). All test solutions were either tested for concentration and adjusted to the requirement at 14 day intervals, or simply replaced at 14 day intervals. The specimens were then exposed to the chemical solutions in Table 1 for 112 Days total exposure period: Change in weight of the samples were evaluated on the 1" X 3"specimens per ASTM D543-95(2001) at 28 day intervals using four (4) test specimens per chemical solution per time interval. Change in hardness of both Neat Resin and Composite samples were evaluated on the same 1"X 3"specimens per ASTM D2240-03 at 28 day intervals using four (4)test specimens per chemical solution per time interval. Change in tensile strength and elongation of the Composite sample was evaluated per ASTM D638-03 after 112 day exposure performed on 50 tensile samples (5 baseline and 5 in each solution). Tensile properties change was computed per D543 using values obtained from identical (non-immersed) specimens. Tensile stresses were computed using initial (prior to immersion) dimensions in accordance with D543. RESULTS: Detailed weight change and hardness change results (before and after exposure) are presented in Tables 1 through 9. Table 10 displays the test results of the tensile specimens. DATA REVIEWED AND REPORT WRITTEN BY: REPORT REVIEWED BY: Steve Ferry D Ssignedd by Steve Ferry ONN cn=cn=Steve Ferry.c=US Reason I am the author of this document Date 2008 03 14 12 45 42-08'00' Douglas Bert Steve Ferry Scientist III Director, Hauser Laboratories This report applies only to the sample(s) tested or analyzed. This report may be copied only in its entirety, unless poor written consent has been granted by an authorized agent of the Hauser Laboratories Division of Microbac laboratories, Inc. Nficrobac Laboratories, Inc., Hauser Laboratories Division www.hausertabs.com 4750 Nautilus Court South, Unit A, Boulder, CO 80301 Ph: 720 406 4800 Fax: 303 5810195 www.microbac.com December 10, 2007 Page 3 of 15 MOV1 Test Report: 0705-00039 Revised Report Date of Revision: January 3, 2008 TABLE 1 Sample AOC 301 VE Solution Sulfuric acid 20% Specimen Initial Final Change in Initial Final Change in Interval Number Weight Weight Weight Hardness Hardness Hardness 28 Days Shore D Shore D Shore D 1 14.2351 14.2430 0.0079 86 86 0 2 14.3786 14.3865 0.0079 88 86 -2 3 14.6253 14.6323 0.0070 88 Be 0 4 14.9070 14,9148 0.0078 89 88 -1 Average 0.0077 -1 Average Weight Cha e % 0.05 56 Days 1 14AM5 14.4685 0.0120 87 87 0 2 14.7003 14.7121 0.0118 88 87 -1 3 14.4707 14.4827 0.0120 88 88 0 4 14.2722 14.2840 0.0118 88 88 0 Average 1 0.0119 0 Average Weight Change % 0.08 84 Days 1 14.0988 14.1081 0.0093 86 86 0 2 14.5181 14.5283 0.0102 87 89 2 3 14.6820 14.6927 0.0107 87 90 3 4 14.7123 14.7220 0.0097 Be 90 2 Average 1 0.0100 2 Average Weight Change % 0.07 112 Days 1 14.8213 14.8389 0.0176 89 86 -3 2 14.7520 14.7700 0,0180 87 88 1 3 14.5838 14.6100 0.0262 87 87 0 4 14.0673 14.0840 0.0167 88 89 1 Average 1 0.0196 0 Average Weight Change % 0.13 This report applies only to the sample(s) tested or analyzed. This report may be doped only in its entirety, unless poor written consent has been granted by an authorized agent of the Hauser Laboratories Division of Mivobac Laboratories, Inc. Microbac Laboratories, Inc., Hauser Laboratories Division www.hausedabs.corn 4750 Nautilus Court South, Unit A, Boulder, CO 80301 Ph: 720 406 4800 Fax: 303 5810195 www,microbac.com December 10, 2007 Page 4 of 15 1 1717M Test Report: 0705-00039 Revised Report Date of Revision: January 3, 2008 TABLE 2 Sam le AOC 301 VE Solution Sodium hydroxide 5% Specimen Initial Final Change in Initial Final Change in Interval Number Weight Weight Weight Hardness Hardness Hardness 28 Days 9 9 9 Shore D Shore D Shore D 1 14.7032 14.7174 0.0142 86 89 3 2 14.1854 14.1994 0.0140 88 Be 0 3 14.1945 14.2080 0.0136 86 87 1 4 14.1873 14.2003 0.0130 88 89 1 Average 0.0137 1 Average Weight Change % 0.10 56 Days 1 14.5538 14.5758 0.0220 87 87 0 2 14.6321 14.6556 0.0235 89 89 0 3 14.1370 14.1586 0.0216 88 88 0 4 14.3126 14.3340 0.0214 88 88 0 Average 0.0221 0 Averse Weight Change % 0.15 84 Days 1 14.9522 14.9727 0.0205 89 89 0 2 13.8624 13,8819 0,0195 88 89 1 3 14.5743 14.5954 0.0211 88 90 2 4 14.0565 14.0761 0.0196 89 88 -1 Averse 1 0.0202 1 Average Weight Change % 0.14 112 Days 1 14.5908 T 14.6210 0.0302 87 89 2 2 14.6432 14.6734 0.0302 87 89 2 3 14.8354 14.8652 0.0298 89 90 1 4 14.5505 14.5791 0.0286 89 90 1 Averse 1 0.0297 2 Average Weight Change % 0.20 This report applies only to the sanple(s) tested or anaNzed. This report may be copied only in its entirety, unless pnor written oonsent has been granted by an authonzed agent or the Hauser Laboratories Division of Mi robac Laboratories, Inc. Microbac Laboratories, Inc., Hauser Laboratories Division www.hauscYWbs.corn 4750 Nautilus Court South, Unit A, Boulder, CO 80301 Ph: 720 406 4800 Fax: 303 5810195 www.microbac.com December 10, 2007 Page 5 of 15 ( 1 Test Report: 0705-00039 Revised Report Date of Revision: January 3, 2008 TABLE 3 Sample AOC 301 VE Solution Ammonium hydroxide 5% Specimen Initial Final Change in Initial Final Change in Interval Number Weight Weight Weight Hardness Hardness Hardness 28 Days 9 9 9 Shore D Shore D Shore D 1 14.4281 14.4426 0.0145 88 87 -1 2 14.4332 14.4482 0.0150 87 89 2 3 13.9770 13.9908 0.0138 88 89 1 4 14.2345 14.2485 0.0140 88 88 0 Average 0.0143 1 Average Weight Change °h 0.10 56 Days 1 14.6019 14.6245 0.0226 87 87 0 2 14.7573 14.7793 0.0220 88 a7 -1 3 14.2185 14.2400 0,0215 87 90 3 4 14.3624 14.3852 0.0228 88 88 0 Avera a 0.0222 1 Average Weight Change % 0.15 84 Days 1 14.7374 14.7618 0.0244 88 87 -1 2 13.9870 14.0085 0.0215 88 89 1 3 14.9769 15.0012 0.0243 88 90 2 4 15.2304 15.2530 0.0226 87 89 2 Average 0.0232 1 Average Weight Change % 0.16 112 Days 1 14.3M 14,4092 0.0313 88 89 1 2 14.8543 14.8884 0.0341 89 89 0 3 14.5551 14.58T7 0.0326 89 89 0 4 14.2113 14.2441 0.0328 88 90 2 Average 0.0327 1 Average Weight Change % 0.23 This report applies only to the sample(s) tested or analyzed. This report may be copied only in its entirety, unless; prior written consent has been granted by an authorized agent of the Hauser Laboratories Division of Microtw Laboratories, Inc. Microbac Laboratories, Inc., Hauser Laboraturics Division www,hauserlabs.corn 4750 Nautilus Court South, Unit A, Boulder,CO 80301 Ph: 720 406 4800 Fax: 303 5810195 www.mlcrobac.com December 10, 2007 Page 6 of 15 la 1 MM Test Report: 0705-00039 Revised Report Date of Revision: 3anuary 3, 2008 TABLE 4 Sample AOC 301 VE Solution Nitric acid 1% Specimen Initial Final Change in Initial Final Change in Interval Number Weight Weight Weight Hardness Hardness Hardness 28 Days 9 9 Shore D Shore D Shore D 1 14.3256 14.3290 0.0034 90 89 -1 2 14.6205 14.6326 0.0121 88 89 1 3 14.5455 14.5587 0.0132 89 89 0 4 14.2592 14.2724 0.0132 87 88 1 Avera a 0.0105 0 Average Weight Change % 0.07 56 Days 1 15.0491 15.0720 0.0229 89 90 1 2 14.4412 14.4623 0.0211 89 89 0 3 14.1735 14.1938 0.0203 89 89 0 4 14.1020 14.1218 0.0198 87 89 2 Average 0.0210 1 Average Weight Change % 0.15 84 Days 1 14.2977 14.3167 0.0190 88 88 0 2 15.0379 15.0584 0.0205 89 89 0 3 14.7516 14.7720 0.0204 88 89 1 4 14.0286 14.0473 0.0187 87 88 1 Average 0.0196 1 Average Weight Change % 0.14 112 Days 1 15.0882 15.1181 0.0299 88 89 1 2 14.3511 14.3794 0.0283 88 90 2 3 14.2989 14.3254 0.0265 89 86 -3 4 13.9159 13.9421 0.0262 89 90 1 Averse 0.0277 0 Average Weight Change % 0.19 This report applies only to the santple(s) tested or analyzed. This report may be copied only in its entirety, unless prior written consent has been granted by an authorized agent of the Hauser Latomtories Division of Microtiac Laboratories, Inc. Microbac Laboratories, Inc., Hauser Laboratories Division www.hausedabs.com 4750 Nautilus Court South, Unit A, Boulder, CO 80301 Ph: 720 406 4800 Fax: 303 581 0195 www.mkrobac.com December 10, 2007 Page 7 of 15 M Test Report: 0705-OW39 Revised Report Date of Revision: January 3, 2008 TABLE 5 Sample AOC 301 VE Solution Ferric chloride 1X Specimen Initial Final Change in Initial Final Cha Interval Number Weight Weight Weight Hardness Hardness This report applies only to the sar pWs) tested or analyzed. This report may be copied only in Its entirety, unless prior wrxten consent has been granted by an authorized agent of the Hauser Laboratories Division of Mkiohec Laboratories,Inc Microbac Laboratories, Inc., Hauser Laboratories Division 4750 Nautilus Court South, Unit A, Boulder,CO 80301 Ph: 720 406 4800 Fax: 303 5810195 www.miuobac.com 0.32 VE-301 P73 0.30 0.28 0.26 0.24 0.22 0.20 0.18 �I i 0.16 0.14 I ; 1I0.12 II 0.10 0.08II 0.06 li 0.04 0.02 3500 3000 2500 2000 1500 1000 Wevenumbers (cm-1) A WORLD OF FIBRES LIED FELTS Applied Felts Inc. 450 College Drive, Martinsville, Virginia 24112 Telephone (276) 656-1904 Fax (276) 656 1909 office a appliedfelfs.com October 31, 2017 To Whom It May Concern: This letter certifies that Applied Felts manufactured tubes meet the material requirements ofASTM F1216-16 (paragraph 5.1) and ASTM F 1743-08(section 6) as well as meet the minimum strength requirements of ASTM-D5813-04 (paragraph 6.1). All our materials and finished products are tested to ensure suitability to the application. Each liner is typically tested in 28 different ways and traceable test data is available for any particular liner. Applied Felts has provided polymer coated felt tubes for use in Cured In Place Pipe (CIPP) lining for more than fifteen years, and supplied materials for the CIPP industq for more than twenty years. Over 90 million feet of our liner has been successfully installed in North America. Our liners are assembled in Martinsville, VA, using only components made in the USA. Applied Felts is a registered ISO 9001:2008 company. Sincerely, W. Mark Sanders General Manager MTC Manufactured Technologies Corporation Manufactured Technologies Corporation April 9, 2019 RE: NU-LINE TECHNOLOGIES—CERTIFIED INSTALLER To Whom It May Concern, I am writing this letter to confirm that Manufactured Technologies Corporation, an Aegion company, has evaluated the cured-in-place-pipe installation qualifications of Nu-Line Technologies and find their experience to be well within our requirements to successfully install our products. If you should have any additional questions, please do not hesitate to contact me at your convenience. I am available at (813)944-7068 or iancaster@aegion.com. Regards, Ian A. Lancaster i Senior vice President of Sales I Aegion Corporation 17988 Edison Avenue I Chesterfield, MO 63005 Direct: 813.627.0007 x670104 I Cell:813.944.7068 1 Fax: 813.381.5356 I www.Aegion.com NU LINE Nu-Line Technologies, LLC Project References — CIPP/SPR CIPP Project/ Description Owner/Contact Contract Date Amount 2014 Wina Ave Flood Control Flatiron City of El Cajon Clean/CCTV&CIPP lining of 159 LF of 18-inch & 24- 1770 La Costa Meadows Drive Start 5 15 inch Storm Drain, Flow Diversion. San Marcos,Ca 92708 $ 33,030.00 Completion Ruben Claudio(760)916-9100 5/28/2014 2014 Pipeline Rehabilitation Phase W-1 City of San Diego CIPP lining of 21,754 LF of 8-inch diameter sanitary 525 B Street,Ste. 750 Start sewer. Point Repairs, Manhole Rehabilitation,425 San Diego,CA 92101 $ 2,465,095.10 6/16/2014 Completion Top Hats(SLC's) and 425 Lateral Launch Video,425 Maryam Liaghat(619) 533-5192 3/19/2015 4-inch CIPP Lateral Installation. 2014 Sewer Rehabilitation Project No.9 Los Angeles Dept.of Public CIPP lining of 9,166 LF of 8" & 10" diameter sanitary Works Start sewer.Clean&CCTV, Bypass Pumping 900 South Fremont Ave $ 232,000.00 9/2/2014 Alhambra, CA 90014 Completion 10/31/2014 Attn:Jose Pou(626)458-2191 2014 Pipeline Rehabilitation Phase X-1 City of San Diego CIPP lining of 4,092 LF of 6", 8", 10" & 15" diameter 9485 Aero Drive Start sanitary sewer. Point Repairs, Manhole San Diego, CA 92101 $ 513,000.00 11/21/2014 Completion Rehabilitation,44 Service Lateral Connections and Jericho Gallardo (619)533-7523 3/16/2015 44 Lateral Launch Video,44 CIPP Lateral Installation. 2014 Sewer Pipeline and Storm Drain Repairs City of Solana Beach CIPP lining of 3,367 LF of 6", 8" & 18" diameter 9485 Aero Drive Start 014 sanitary sewer&Storm Drain. Point Repairs, Solana Beach,CA 92075 $455,414.50 Completion n Manhole Rehabilitation, Taryn Kjolsing(858)720-2470 11/26/2014 2014 Sewer&Water Group 833 City of San Diego CIPP lining of 3,876 LF of 6", 8" and 10"Sanitary 525 B Street, MS 908A Start Sewer Main Replacement. Point Repairs, Manhole San Diego,CA 92101 $ 513,000.00 0 Rehabilitation, Service Lateral Connections, Bypass Bijan Shakiba, (619) 533-5191 Complmoletion 1/26/2015 Pumping. 2013 Sewer&Water Group 720 City of San Diego CIPP lining of 621 LF of 6-inch, Sanitary Sewer Main 525 B Street, MS 908A start Replacement. Point Repairs, Manhole Rehabilitation, San Diego, CA 92101 $ 21,735.00 11/8/2014 tio Completion Service Lateral Connections, Bypass Pumping Bijan Shakiba(619)533-5191 11/8/2014 2013 Sewer&Water Group 758 City of San Diego CIPP lining of 2,612 LF of 8-inch and 10,135 LF 1200 Third Avenue., Ste. 200 Start sanitary sewer replacement. Point Repairs, Manhole San Diego, CA 92101 $81,518.80 5/29/2014 Comoletion Rehabilitation, 30(SLC's), CIPP Lateral Installation, Luis Schaar, R.E. (619) 533-4641 12/16/2014 Bypass Pumping. Nu-Line Technologies,LLC. Project References-CIPP/SPR UNE 102 Second Street Suite B ts) Encinitas,CA92024 www.nulinetech.net CU LINE ,.. Nu-Line Technologies, LLC Project References - CIPP/SPR 2015 Sewer&Water Group 815 City of San Diego CIPP lining of 545 LF of 8-inch sanitary sewer. Point 525 B Street, MS 908A Repairs, Manhole Rehabilitation, 5 (SLC's), Bypass San Diego, CA 92301 $ 29,975.00 Comoletion 2/77/2015 Pumping. Bran Shakiba (619)533-5191 City of San Diego Skylark Cannon Rehabilitation Weir Construction Corporation CIPP lining of 1,417 LF of 8-inch sanitary sewer. 2255 Barham Drive Start 14 Bypass Pumping. Escondido, Ca 92029 $ 95,215.00 Completion Comoletion Brian Weir(760) 743-6776 1/9/2015 Back Bay Drive Storm Drain Rehabilitation City of Newport Beach CIPP/SPR lining of 1,892 LF of 12-inch to 42-Inch 100 Civic Center Drive Start /19/2015 storm Drain. Bypass Pumping/Dewatering. Newport Beach, CA 92660 $ 297,208.80 1 Comoletion Peter Tauscher(949)644-3309 4/8/2015 Sewer Capital Improvements Proiect-lemon Grove City of Lemon Grove CIPP Lining of 3,480 LF of 6-Inch and 8-Inch sanitary 3232 Main Street Start Sewer, manhole installations, cleanout installations, Lemon Grove,Ca 91945 $ 189,946.00 9/28/2015 Comoletion bypass pumping. Scott Adamson (858)413-2400 10/15/2015 Bataquitos Force Main (Bl/82)Force Main Leucadia Wastewater District City of Leucadia 1960 La Costa Ave Start Rehabilitation of 383 LF of 21-Inch sanitary sewer Carlsbad Ca,92009 5/5/2015 Force Main, Carlsbad Blvd from Proto Drive Robin Morshita (760) 753-0155 $76,500.00 Comoletion 3/6/2015 Annual Sewer Rehabilitation Proaram CIP. 15701 City of San Juan Capistrano CIPP Lining of 7,702 LF of 6-Inch, 8-Inch, 21-inch and 32400 Paseo Adelanto Start $ 1,385,061.00 36-Inch sanitary Sewer and storm drain, manhole San Juan Capistrano CA,92675 8/ Commoletipleti 5 Completion installations, cleanout installations, bypass pumping. Mike Marquis(949)443-6326 12/28/2015 Pipeline Rehab F-2 (Laterals) City of San Diego Clean &CCTV of 93,955 LF of sanitary sewer. 525 8 Street, MS 908A Start San Diego, CA 92101 $ 101,471.00 2/15/2015 Comoletion Ryan Reed (619) 533-5191 8/25/2015 Sewer and AC Water Group 752 Public Utilities Department CIPP Lining of 5,182 LF of 8-Inch sanitary Sewer and 9150 Topaz Way, MOC 1 Start bypass pumping.Clean&CCTV,Top Hats San Diego, CA 92123 7/9/2015 Ed M. Cartas(585) 614-4564 $ 281,411.00 Completion 7/17/2015 Nu-Line Technolo�s, Project References- OPP/SPR II NU UNE 1oz 5etond Street 5ult!$ 0 `� '�- Encinitas,CA92023 r www.nulinetech.net NU LINE Nu-Line Technologies, LLC Project References - CIPP/SPR Sewer and AC Water Group 1004 City of San Diego CIPP Lining of 948 LF of 8-Inch sanitary Sewer and 9485 Aero Drive, Completion bypass pumping.Clean&CCTV, 14 Top Hats San Diego, CA 92123 $ 70,159.00 9/15/2015 Armin Asadyari (858)997-7989 South Oceanside Waterline Replacement City of Oceanside Clean &CCTV, Post Video of 5,887 LF 8-Inch New 300 North Coast Highway, Completion Installation, Manhole Rehabilitation Oceanside,CA 92054 $90,092.75 2015 Greg Keppler(760)435-5913 Gravity Pipeline Rehabilitation Leucadia Wastewater District Clean&CCTV, Post Video of 1,887 LF 6-Inch,8-Inch 1960 La Costa Avenue, Start 15 and 12-Inch sanitary sewer.Sectional Lining Carlsbad, CA 92009 $ 137,987.00 Robin Morishita (760) 753-0155 Completion 9/16/2015 Pipeline Rehab Z-1 City of San Diego Clean& CCTV, Post Video of 13,500 LF 8-Inch 9485 Aero Drive, tart sanitary sewer, SPR/CIPP Lining of 13,500 LF of 8- San Diego, CA 92123 $ 507,079.50 10/6/2015 Inch sanitary sewer and installation of 300 Top Hats Dave Engel(619)549-5451 Completion 12/11/2015 Los Angeles County Dept of Public Work-Proiect LACDPW #21 900 South Fremont Avenue Start SPR/CIPP Lining of 13,842 LF of 8-Inch sanitary Alhambra,California 91803 $ 435,233.50 1/18/2016 Completion Sewer and bypass pumping. Tim Bazinet(626)458-4951 2/29/2016 Industry Rd Sewer 9D Ha-Rana Rd. Just Construction CIPP Lining of 748 LF of 24-Inch sanitary Sewer and 3103 Market Street bypass pumping. San Diego,CA 92102 $ 136,127.00 Awaitin (619)702-4002 NTP CULVERT REPAIR AND REPLACEMENT FISCAL YEAR Tri-Group Construction 2014-15 9580 Black Mountain Rd Ste. L tart CIPP/SPR Lining of 499LF of 18-Inch to 42-Inch storm San Diego,CA 92126 $ 159,239.00 10/5/2015 Completion drain culvert. Hani Assi(858) 583-1846 11/30/2015 Huntington Beach FY 201415 Sewer Lining Proiect City of Huntington Beach CIPP Lining of 11,189 LF of 8-Inch sanitary Sewer and 2000 Main Street, 1"Floor Start 3/1/2016 bypass pumping. Huntington Beach,CA 92648 $ 250,000.00 Completion Jose Fuentes(714)536-5431 4/14/2016 Nu-line Technologies,U.C. Project References-CIPP/SPR NU UNE 102 Second Street Suite B 0 Encinitas,CA 92024 www.nulinetech.net NU LINE Nu-line Technologies, LLC Project References - CIPP/SPR City of Encinitas Encinitas 2014-2015 Annual Storm Drain 505 S. Vulcan Start Rehabilitation Encinitas, CA 92024 $ 558,399.00 10/5/2015 Completion CIPP Lining of 2,322LF of 12-Inch to 36-Inch storm Kipp Heffner(760)633-2775 3/30/2016 drain culvert. Sewer and AC Water Group 840 City of San Diego Final main video of 2,098 LF,8-Inch sewer 9485 Aero Drive, San Diego, CA 92123 53,147.00 Completion Avram Yu (858) 573-5084 9/21/2015 Sewer Group 798 City of San Diego Clean& Video, SPR/CIPP Lining of 11,894LF of 8-Inch 9485 Aero Drive, tart sanitary sewer, 164 Service Lateral Connections San Diego, CA 92123 $410,114.30 12/15/2015 Avram Yu (858) 573-5084 Completion 2/10/2016 2015 Sewer Repair Project-Rossmoor/Los Vasilj Inc. Alamitos 15531 Arrow Hwy, Start Clean &Video, CIPP Lining 2,545 LF of 8-Inch, Point Irwindale,CA 91706 $ 123,124.00 3/3/2016 repairs,Top Hats John Gavigan (626)480-1442 Completion 4/1/2016 2025 GRAVITY SEWER REHABILITATION Leucadia Wastewater Division Clean&Video, CIPP Lining 2,237 LF of 6-Inch,8-Inch 1960 La Costa Avenue, Start and 12-Inch sanitary sewer, 29 Service Lateral Carlsbad, CA 92009 $ 161,524.50 8/26/2015 Completion Connections, Bypass Pumping Robin Morishita (760) 753-0155 12/23/2015 CIPP Lining of 15" &18"CMP Storm Drain City of Buena Park Clean & Video, CIPP Lining 360 LF of 15-Inch and 18- 6650 Beach Blvd, Start Inch storm drains. Buena Park, Ca 90622 $ 51,991.00 3/3/2016 Francisco Gutierrez (714)562- Completion 3/4/2016 3687 Storm Drain Lining of 21"to 54" City of Chula Vista Clean & Video, CIPP Lining 2,415 LF of 18-Inch, 21- 1800 Maxwell Road, Start Inch, 24-Inch, 30-Inch and 36-Inch storm drains, Chula Vista, CA 91911 $433,391.00 1/4/2016 Completion Sectional Repairs, Invert Grouting of storm drains Kalani Camacho(619)921-2922 4/21/2016 prior to rehabilitation. Storm Drain Lining 2014-15; Proiect No. 52716 City of Fullerton PWD Engineering Clean &Video, CIPP Lining 2,420 LF of 8-Inch, 10- 303 West Commonwealth Avenue, Start Inch sanitarysewer, 12-Inch and 18-Inch storm Fullerton, CA 92832 2/22/2016 $ 117,973.00 Completion drains, Sectional Repairs, Invert Grouting of storm Vince Oseguera (714)738-6845 4/25/2016 drains prior to rehabilitation. Nu-Line Technologies,LLC NU UNE 102 second street Suite 8 Encinitas,CA 92024 www.nulinetech.net NU LINE Nu-Line Technologies, LLC Project References - CIPP/SPR The Oaks-CIPP Lining of 36-Inch Storm Drain Davidson Communities Clean &CCTV 100 LF of 36-Inch storm Drain, 1302 Camino Del Mar, tart Easement access installation of 100 LF of 36-Inch Del Mar, CA 92014 $32,000.00 4/29/2016 Comoletion storm Drain, Post Video Tim O'Grady(858)259-8500 4/29/2016 Eastern Municipal Water District 12-Inch Sanitary Eastern Municipal Water District Sewer 2270 Trumble Road, San Clean &CCTV, Rehabilitate 413 LF of 12-Inch Perris, CA 92572-8300 $ 22,715.00 2/26/2016 Completion Sanitary Sewer, Reinstate 5 Lateral Connections, Mark Chamberlin(951)928-3777 2/26/2016 Bypass Pumping City of Los Angeles—Sewers 5 Program Mathew& Stewart Co Inc. Clean & CCTV, Rehabilitate 7,147 LF of 8-Inch, 10- 2841 Gardena Ave, Start Inch, 16-Inch Sanitary Sewer, Reinstate 160 Lateral Signal Hill, CA 90755 $ 304,603.00 6/17/2015 Comoletion Connections, Bypass Pumping, Post Video Bruce Flowers(562) 595-5471 On Call Rancho Palos Verdes Storm Drain Grfco Inc Clean & CCTV 134 LF of 18-Inch storm Drain, Po Box 1747 Start Easement access installation of 134 LF of 18-Inch Brea, CA 92822 $ 21,942.50 12/30/2015 Completion storm Drain, Post Video Jim Jackson (714)412-4712 12/30/2015 City of San Diego Group 703A Weir Construction Corporation Clean & CCTV 627 LF of 8-Inch sanitary sewer, 2255 Barham Drive, Start 16 Easement access installation of 627 LF of 8-Inch Escondido, Ca 92029 $ 30,347.50 Comolemole tion sanitary sewer, Post Video Allan Weir(760) 743-6776 3/9/2016 La Costa Golf Course Leucadia Wastewater Division Clean & CCTV 360 LF of 10-Inch sanitary sewer, 1960 La Costa Avenue, Start Easement access installation of 360 LF of 10-Inch Carlsbad, CA 92009 $ 18,720.00 11/20/2015 Completion sanitary sewer, Post Video Robin Morishita (760) 753-0155 11/20/2015 Manning Canyon Sewer and Water Replacement Burtech Pipeline Inc. Clean & CCTV 15,508 LF of 8-Inch sanitary sewer, 102 Second Street, Start Rehabilitate 2,582 LF of 8-Inch sanitary sewer Encinitas, CA 92024 3/22/2016 w/SPR, 56 Sewer Lateral Connections, Post CCTV Buddy Aquino (760) 634-2822 $ 212,865.00 Completion Video of 15,508 LF, Bypass Pumping 2/28/17 SAN DIEGO PIPELINE AC-1 Burtech Pipeline Inc. Clean & CCTV, Post Video of 40,279 LF 8-Inch 102 Second Street, Start 4/4/2016 sanitary sewer, 889 Lateral Launch Video,SPR/CIPP Encinitas, CA 92024 $ 1,040,214.00 Completion Lining of 40,279 LF of 6",8" and 10-Inch sanitary Buddy Aquino (760) 634-2822 10/18/2016 sewer and installation of 889 Top Hats Nu-Line Technologies,LLC. 1U) UNE 102 Second Street Suite B Encinitas,CA 92024 www.nulinetech.net NU LINE Nu-Line Technologies, LLC Project References - CIPP/SPR SPR Lining of 364nch Storm Drain SKANSKA, Inc. Clean &CCTV 140 LF of 36-Inch Storm Drain under 5196 Governor Drive, Start 805 Freeway Southbound Lane, Post Video San Diego, California 92122 $ 85,089.00 5/12/2016 Completion Keith Jackson(858)646-0921 5/14/2016 Sewer Rehabilitation Project No. 13 Los Angeles Dept. of Public SPR/CIPP lining of 19,943 LF of 8-Inch diameter Works tart sanitary sewer, reinstate 459 House connections, 900 South Fremont Ave $476,649.00 4/7/2016 Completion Clean &CCTV, Bypass Pumping Alhambra,CA 90014 11/8/2016 Joel Zaragoza (626)458-4973 Sewer&Water Group 834 Burtech Pipeline Inc. Clean&CCTV, Post Video of 8,996 LF 8-Inch sanitary 102 Second Street, Start sewer, Lateral Launch Video, SPR Lining of 975 LF of Encinitas, CA 92024 $ 109,294.50 3/21/2016 10", 12" and 14-Inch sanitary sewer and installation Buddy Aquino(760)634-2822 Completion 3/21/2017 Top Hats LACDPW CRR.436 Los Angeles Dept. of Public CIPP lining of 598 LF of 18", 36" and 60-Inch Works Start diameter storm drain, Clean &CCTV,Spot Repairs, 900 South Fremont Ave $297,203.50 5/27/2016 Frame and Cover Installations Alhambra, CA 90014 Completion 7/13/2016 Fred Kheradvar(626)458-4973 2016 SEWER MAIN CIPP REHABILITATION Yorba Linda Water District Clean & CCTV, Post Video of 3,700 LF 6", 8" and 30- 1717 E. Miraloma Avenue, Start 4/14/2016 Inch sanitary sewer,Traffic Control, Bypass Placentia, CA 92870 $ 189,823.00 Completion Pumping. Alex Thomas(714)701-3115 7/28/2016 SSRP PO8 Daly Street&Avenue 26 Vasilj Inc. Clean & CCTV, Rehabilitate 5,405 LF of 8-Inch 15531 Arrow Hwy, Start Sanitary Sewer, Reinstate 163 Lateral Connections, Irwindale, CA 91706 $ 258,160.00 12/12/2016 Completion Bypass Pumping, Post Video John Gavigan (626)480-1442 1/31/2018 City of Los Angeles ESRP#SWCO3077-Avondale Vasilj Inc. Clean&CCTV, Rehabilitate 292 LF of 8-Inch Sanitary 15531 Arrow Hwy, start Sewer, Reinstate Lateral Connections, Bypass Irwindale, CA 91706 $ 14,600.00 6/2/16 Completion Pumping, Post Video John Gavigan (626)480-1442 6/2/2016 City of Los Angeles ESRP NSW02905-Avondale Williams Pipeline Contractors, Clean &CCTV, Rehabilitate 134 LF of 8-Inch Sanitary PO Box 1120 start Sewer, Reinstate Lateral Connections, Bypass Somis, CA 93066 $8,710.00 5/17/2016 Pumping, Post Video John Williams(805) 207-0148 Completion 5/17/2016 Nu-Line Technologies,I.M. OU UNE 102 second Street SUlOW S Encinitas,CA92024 www.nulinetech.net NU LINE Nu-Line Technologies, LLC Project References - CIPP/SPR SANITARY SEWER MASTER PLAN PHASE 1 City of South El Monte Clean& CCTV, Post Video of 2,230 LF 8", 10" & 12-Inch 1415 Santa Anita Avenue, tart 16 sanitary sewer,Traffic Control, Bypass Pumping, Point South El Monte,CA 91733 $163,798.00 Completion Repairs. Aidan Mousavi (626)652-3110 10/28/2016 2016 GRAVITY PIPELINE REHABILITATION PROJECT Leucadia Wastewater Division Clean & CCTV, CIPP Lining of 1,280 LF 8" & 15-Inch 1960 La Costa Avenue, Start sanitary sewer, Traffic Control, Bypass Pumping, Point Carlsbad, CA 92009 $ 240,000.00 7/28/2016 Completion Repairs. Robin Morishita (760) 753-0155 12/15/2016 Caltrans No.08-OJ8104 Dreambuilder Clean &CCTV, SPR& CIPP Lining of 1,160 LF of 18", 1324 E. Lawson Ln, Start 24", 30", 36" and 42-Inch Storm Drain, Pipe Repairs, Placentia,CA 92870 $ 311,540.00 1/9/2017 Completion Post Video Anu Singh(714)646-3697 3/3/2017 H_illTop Area Sewer Lining Project City of Redding Clean &CCTV, CIPP Lining of 12,956 LF 6",8", 10" & 12- 777 Cypress Avenue, start Inch sanitary sewer,Traffic Control, Bypass Pumping, Redding, CA 96001 $ 519,330.00 7/5/2016Completion Paint Repairs. Darren Langfield (530)225-4469 9/30/2016 Sewer&Water Group 701 City of San Diego Clean &CCTV, CIPP Lining of 1,280 LF 8"& 15-Inch 1200 Third Avenue., Ste. 200 Start sanitary sewer,Traffic Control, Bypass Pumping, Point San Diego,CA 92101 $27,864.75 3/5/2018Completion Repairs. Luis Schaar, R.E. (619)533-4641 5/7/2017 Tvrian St and Soledad Ave and AC Water Main PK Mechanical Systems, Inc. Clean &CCTV, CIPP Lining of 6-Inch sanitary sewer, 21335 Bundy Canyon Road Start 3/15/2017 Traffic Control, Bypass Pumping, Point Repairs. Wildomar,CA 92595 $ 13,164.00 Completion David Spindler(951) 245-5537 3/17/2017 RFB 7402 San Diego San District County of San Diego Clean &CCTV, sectional Lining and Top Hat Installation, 5560 South Overland Avenue, tart 8" VCP sanitary sewer. Suite B,San Diego CA 92123 $5,850.00 7/11/2016Completion Jaclyn Smith, (858)505-6367 7/12/2016 City of LA ESR 69th &Vermont Vasllj Inc. Clean &CCTV, CIPP Lining of 8-Inch sanitary sewer, 15531 Arrow Hwy, Start 5/18/2016 Traffic Control, Bypass Pumping, Point Repairs. Irwindale,CA 91706 $ 13,777.50 Completion John Gavigan (626)480-1442 5/19/2016 Nu-Line Technologies,LLCProject References-CIPP/SPR /I NU LINE 102 Second Street Suite B 0 `� -"�'� � Encinitas,CA 92024 www.nulinetech.net NU LINE Nu-Line Technologies, LLC Project References - CIPP/SPR Fresno E. Home Avenue Sewer Rehab City of Fresno Clean & CCTV, CIPP Lining of 8-Inch sanitary sewer, 2600 Fresno Street, Room 2156 Start Traffic Control, Bypass Pumping, Point Repairs. Fresno CA,93721 $75,255.00 3/15/2017Completion Mike Brown (559)621-1332 6/5/2017 Pacific Beach Pipeline South TC Construction Video Inspecting 9,000 LF of Pipelines and Culverts for 10540 Prospect Avenue Start 17 Acceptance. Santee, CA 92071 541,207.00 Completion Elan Schier(619)820-7811 TBD 6-Inch CIPP Lining at U.C.L.A PipeTec Clean&CCTV, CIPP Lining of 6-Inch sanitary sewer, PO Box 2337 tart Traffic Control, Bypass Pumping, Point Repairs. Irwindale, CA 91706 $ 14,425.00 6/17/2016 Completion Mike Ashker(562)699-3496 6/17/2016 Mission Trails Collection-Santee 1 Burtech Pipeline Inc. Start Video Inspecting 1,001 LF of Pipelines and Culverts for 102 Second Street, 9/1/2016 Acceptance. Encinitas,CA 92024 $ 2,862.00 Completion Buddy Aquino (760)634-2822 Ll 11/29/2016 City of El Monte—Sewer Lining Protect City of El Monte Clean &CCTV, CIPP Lining of 8-Inch and 15-Inch 11333 Valley Blvd Start sanitary sewer, Traffic Control, Bypass Pumping, Point El Monte CA 91732 $ 163,098.00 9/27/2016 Completion Repairs. Richard Ruyle(626) 808-1909 11/23/2016 Ross Valley Sanitation Ranger Pipelines Clean &CCTV, CIPP Lining of 22,202 LF of 6-Inch and 8- 1790 Yosemite Ave. iun Inch sanitary sewer,Traffic Control, Bypass Pumping, San Francisco,CA 94124 $ 864,999.50 C ompl o 0etio mplon Point Repairs. Tom Grover(415)822-3700 5/1/2018 Via De La Valle bridge in Del Mar, CA PAL General Engineering Clean &CCTV, CIPP Lining of 10-Inch Ductile Iron Pipe, 10675 Treena Street, Ste. 103 Start Traffic Control San Diego, CA 92131 $ 24,235.50 10/26/2016 Diana Hsu (858)860-5300 Completion 10/26/2016 Pipeline Rehabilitation AM-1 Burtech Pipeline Inc. Start Clean &CCTV, Post Video of 41,127 LF 8-Inch sanitary 102 Second Street, 11/15/2016 sewer, 1,127 Lateral Launch Video, SPR/CIPP Lining of Encinitas, CA 92024 $ 1,755,384.50 Completion 41,127 LF of 8-Inch sanitary sewer and installation of Buddy Aquino (760)634-2822 ll 1,127 Top Hats 9/23/2019 Nu-Line TerfittolpgMs,tLtProject References- CIPP/SPR NU NE 1o25econdstraacsuka8 0 '-'� Endnitas,CA92021 www.nulinetedt.nat NU LINE Nu-Line Technologies, LLC Project References - CIPP/SPR Fresno Sewer Rehabilitation in Congo and H- Emmitt's Excavation Inc Broadway Downtown Clean & CCTV, CIPP Lining of 6207 E.Clinton Ave Start April 2017 1,441 LF of 8-Inch and 10-Inch sanitary sewer,Traffic Fresno CA 93727 $ 114,434.50 Completion Control, Bypass Pumping, Point Repairs. David Walsh(559)347-9188 4/15/2018 Massachusetts Avenue Sewer Improvements-La S.C.Valley Engineering, Inc. Mesa 656 Front St. Start Clean&CCTV, CIPP Lining of 937 LF of 6-Inch,8-Inch El Cajon,CA 92020 $ 85,709.81 12/12/2016 Completion and 15-Inch sanitary sewer,Traffic Control, Bypass Kevin Prescott(619)444-2366 2/3/2017 Pumping, Point Repairs. Sewer Capital improvements-Lemon Grove S.C.Valley Engineering, Inc. Start Clean&CCTV,CIPP Lining of 112 LF of 6-Inch sanitary 656 Front St. 6/1/2015 sewer,Traffic Control, Bypass Pumping, Point Repairs. El Cajon,CA 92020 $ 10,080.00 Completion Kevin Prescott(619)444-2366 Ll 10/31/2017 Val Serena,Storm Drain Rehabilitation&Extension City of Encinitas Clean &CCTV, CIPP Lining of 143LF of 24-Inch storm 505 S.Vulcan Avenue tart 016 drain, clearing and grubbing,Traffic Control,Concrete Encinitas,CA 92024 $49,000.00 Comol tion Completion Headwall, Invert Paving Repairs. Kipp Hefner(760)633-2775 11/7/2016 Small Diameter Sewer Rehabilitation-2017-1 AUI Incorporated Clean &CCTV, CIPP Lining of 143LF of 24-Inch storm 7420 Reading Ave.SE Start drain, clearing and grubbing,Traffic Control,Concrete Albuquerque New Mexico 87105 $253,674.00 3/1/2017 Headwall, Invert Paving Repairs. Mike Rocco(505)242-4848 Completion 3/28/2017 Fresno Sewer Rehab&Replace in N Central Bill Nelson GEC, Inc. Downtown 2741 E. Malaga Avenue Start Clean &CCTV,CIPP Lining of 857 LF of 6-Inch sanitary Fresno,CA 93725 $83,942.59 4/5/2017 Completion sewer, lateral reinstatement. Jeff Nelson(559)439-1756 5/31/2017 Trenchless Repair Replacement&Rehab Los Alamos AUI Incorporated Clean &CCTV, SPR Lining of 1,450 LF of 8-Inch sanitary 7420 Reading Ave.SE Start sewer, lateral reinstatement. Albuquerque New Mexico 87105 $ 106,515.00 12/12/2016 Completion Mike Rocco(505) 242-4848 12/16/2016 Rehabilitation of 2 Sewer Lift Stations 24th St&Oak GSE Construction Company, Inc. St 6950 Preston Avenue Start 4/5/2017 Clean &CCTV, CIPP Lining of 486 LF of 15-Inch sanitary Livermore,CA 94551 $53,415.00 Completion sewer, lateral reinstatement. Alexia Leon (925)447-0292 10/17/2017 Nu-Line Technologies, LLC. Project References-CIPP/SPR Updated 3/31/2020 NU LINE 102 Second Street Suite B " Encinitas,CA 92024 www.nulinetech.net NU UNE Nu-Line Technologies, LLC Project References - CIPP/SPR Yorba Linda Water District Sin DIP Murrieta Development Inc. Clean &CCTV, CIPP Lining of 208 LF of 8-Inch Ductile 42540 Rio Nedo Rd. Start 11/16/2016 Iron sanitary sewer, lateral reinstatement. Temecula, CA 92590 $ 12,376.00 Completion Bill Estrada (909)721-0362 11/16/2016 City of Bell-Sewer Modernization Proiect Tunnelworks Services Inc. Clean &CCTV, CIPP Lining of 4,839LF of 8-Inch sanitary 13502-H Whittier Blvd. Ste. 165 to rt sewer, lateral reinstatement. Whittier,CA 90605 $ 142,862.75 2/14/2017 Completion William Duarte (562) 553-2734 4/20/2017 1-25 South 18-Inch Sanitary Sewer AUI Incorporated Clean &CCTV, SPR Lining of 550 LF of 18-Inch sanitary 7420 Reading Ave. SE Start sewer, lateral reinstatement. Albuquerque New Mexico 87105 $ 168,440.00 12/15/2016 Completion Mike Rocco (505) 242-4848 3/31/2017 Pipeline Rehabilitation AG-1 Burtech Pipeline Inc. Clean &CCTV, SPR/CIPP Lining of 35,992 LF of 8-Inch 102 Second Street, Start 4/3/2017 sanitary sewer and installation of 797 Top Hats Encinitas, CA 92024 $ 1,414,852.50 Completion Buddy Aquino (760)634-2822 IRI 4/15/19 Bonillo Drive Storm Drain Burtech Pipeline Inc. Cleaning and Video Inspection of 24" Storm Drain 102 Second Street, Start Encinitas, CA 92024 $ 2,169.11 2/7/2017 Buddy Aquino (760)634-2822 Completion 2/7/2017 Lemon Drive 8-Inch Linin¢ Yorba Linda Water District Clean &CCTV, CIPP lining of 10 LF of 10-Inch sanitary 1717 E. Miraloma Avenue, tart sewer. Placentia, CA 92870 $ 7,385.00 3/10/2017 Diane Dalton (714)701-3115 Completion 3/10/2017 Sunset Lane Easement 8-Inch Lining Yorba Linda Water District Clean &CCTV, CIPP Lining of 345 LF of 8-Inch sanitary 1717 E. Miraloma Avenue, Start sewer. Placentia, CA 92870 2/ $ 17,424.75 Commpletipleti 7 on Diane Dalton (714)701-3115 2/27/2017 Sierra Madre Rehab Project City of Sierra Madre Clean &CCTV, CIPP Lining of 2,785LF of 8-Inch sanitary 232 W. Sierra Madre Blvd Start 4/6/2017 sewer. Sierra Madre,CA $ 150,752.50 Completion Chris Cimino (626) 335-6615 6/23/2017 Nu-LineTechn0lorrwl,LG- ._ _ Project References-CIPP/SPR NU NE 102 second Strs�t 3uiltt s . 0 `�- Endnitas,CA92t121 Q. , www.nulinetech.net NU LINE Nu-Line Technologies, LLC Project References — CIPP/SPR City of Pasadena-La Loma Ramona Inc Clean &CCTV, CIPP Lining of 140LF of 8-Inch sanitary 302 N 1st Ave Ste 1 Smart 17 sewer, Bypass Pumping. Arcadia, CA 91006 $ 12,950.00 Completion tio n Michael Grbavac(626) 355-1350 3/9/2017 North Lon¢Beach Sewer Improvement Project Clean City of Long Beach &CCTV,CIPP Lining of 4,229LF of 8-Inch, 10-inch and 1800 East Wardlow Road, Start 10/2/2017 12-inch sanitary sewer, Bypass Pumping,Traffic Long Beach, CA 90807 $529,504.35 Completion Control, Top Hats, Point Repairs. Valeri Karaknov(562) 570-2419 12/18/2017 2017 CMP Storm Drain Relining and Point Repair City of Pasadena Start Clean &CCTV,CIPP Lining of 912LF of 12-Inch, 15-inch 100 N. Garfield Ave, 3/5/2018 and 18-inch& 21-Inch storm drain, Point Repairs, Pasadena, CA 91109 $201,368.10 Comoletion Traffic Control, Diego Juarez(626) 744-3921 Ll 6/21/2018 CalTrans 12.OQ0604 Huntington Beach CA Jabra Contracting Clean &CCTV,CIPP Lining of 1,100LF of 12-Inch, 18- 1813 Manzanita Lane, tart inch and 24•Inch storm drain, Point Repairs, Traffic Manhattan Beach, CA 90266 $ 113,650.00 12/4/2017Comoletion Control, Bob Collins(310) 545-5015 11/6/2017 La Mesa 24-Inch Storm Drain Wayne Pointer CCTV Inspection 24-Inch storm drain 4740 Alta Rica Drive Start La Mesa,CA 91941 $660.00 3/8/2016 Completion (619)818-1116 3/8/2016 Water&Sewer Group 954 Burtech Pipeline Inc. Clean &CCTV 1,816LF,CIPP Lining of 1,316LF of 8-Inch 102 Second Street, Start sanitary sewer,Traffic Control, Encinitas, CA 92024 $ 55,710.00 4/25/2017 Completion Buddy Aquino (760)634-2822 11/3/2018 Imperial Beach—Sewer Pump Station 4&6 NEWest Construction Rehabilitation 9235 Trade PI. Suite A, Stan Clean &CCTV 128LF, CIPP Lining of 128 LF of 8- San Diego, CA 92126 $ 14,164.00 4/7/2017Comoletion Inch sanitary sewer, Bypass Pumping, Traffic Corey Jennette (858)436-4880 4/13/2017 Control, Goleta West Sanitary District Project#16-04 Goleta West Sanitary District Clean &CCTV 5,882 LF, SPR& CIPP Lining of PO Box 4 Stan 5,882 LF of 6", 8", 30", 12" 15" & 18-Inch Goleta, CA 93116 $566,502.00 7/27/2017 sanitary sewer, Bypass Pumping,Traffic Control, Mark Nation (805) 968-2617 Completion 12/8/2017 Manhole Rehabilitation at various locations. Nu-Une Technoiogies,LLG Project References-CIPP/SPR NU UNE 102 second Street stales Updated 3/31/2020 Encinitas,CA 92024 www.nulinetech.ttet NU LINE Nu-Line Technologies, LLC Project References - CIPP/SPR CalTrans No.07-3W3104 Place Pipeliner& Jabra Contracting Repair Culverts 1813 Manzanita Lane, Start Clean &CCTV,CIPP Lining of 1,400 LF of 18-Inch, Manhattan Beach,CA 90266 $ 236,767.50 7/10/2017 24-inch and 39-Inch storm drain in various Bob Collins (310) 545-5015 Completion 9/29/2017 locations of San Fernando CA San Dieao Sewer Group 818 Dick Miller Clean &CCTV 133LF, CIPP Lining of 133LF of 6-Inch Jean Grace Start 18 sanitary sewer, Top Hats, Bypass Pumping, Traffic (760)471-6842 ext 13 $ 18,569.75 Comol o 0etio mplon Control, 10/6/2018 San Diego-AC Water&Sewer Group 1017 Burtech Pipeline Inc. Start Clean&CCTV 350 LF, CIPP Lining of 350LF of 8- 102 Second Street, 10/20/2017 Inch sanitary sewer,Top Hats, Bypass Pumping, Encinitas, CA 92024 $ 20,650.00 Completion Traffic Control, Buddy Aquino (760)634-2822 M 4/30/2019 Lake Arrowhead Shelter Cove Aaua-Fria Lake Arrowhead Community Clean &CCTV 3,170 LF, CIPP Lining of 3,170LF of Services District start 8-Inch sanitary sewer,Top Hats, Bypass 27307 State Highway 189, $ 325,329.00 8/7/2017 Pumping,Traffic Control, Blue Jay,CA Comoletion Richard Pretzinger(909) 336- 10/31/2017 7139 San Diego.AC Water&Sewer Group 955 Burtech Pipeline Inc. Post Video Inspection 1,796LF various diameters 102 Second Street, Start Encinitas,CA 92024 $4 04100 3/13/2018 Buddy Aquino (760)634-2822 Completion 10/20/2018 La Mesa 8-Inch Cast Iron Pipe PSOMAS Clean&CCTV 8" Cast Iron Pipe x 450ft 401 B Street, Suite San Diego, CA Start 92101 6/1/2017 Sean Diaz(619) 961-2812 $4'�-� Completion 6/30/2017 Leucadia 18-Inch Ductile Iron Pipe CCL Contracting Inc Rehabilitation 1938 Don Lee PI Clean &CCTV, Cured In Place Lining and end seal Escondido, CA 92029 Start 7/23/2017 18" Ductile Iron Pipe Rod Chilcote (760)743-2254 $ 39,232.00 Completion 7/26/2017 Nu-Line Technologies,LLC. NU UNE 102 Second Street Suite B Encinitas,CA 92024 www.nulinetech.net NU LINE Nu-Line Technologies, LLC Project References - CIPP/SPR Sewer Rehabilitation in N Abby and E City of Fresno Start Hammond 2600 Fresno Street, Room 2015, 3/16/2018 Clean & CCTV 1,714 LF,SPR Lining of 1,714 LF of Fresno, CA 93721 $ 702,673.50 Completion 20-Inch sanitary sewer,Top Hats, Bypass Jesus Gonzales(559)621-1332 5/24/2018 Pumping, Traffic Control, LACDPW- Proiect No. 15 LACDPW Clean &CCTV 22,132 LF, SPR& CIPP Lining of 900 South Fremont Ave Start 22,132 LF of 8", 10"and 12-Inch sanitary sewer, Alhambra, CA 90014 $664,667.00 10/3/2017 Bypass Pumping,Traffic Control, Point Repairs at Fred Kheradvar Completion 1/16/2018 various locations. (626)458-4973 Office Beale Air Force Base-Repair Sub Basins 1. 2.3. Allright Construction Inc 9 and MUNS 1485 S. Industrial Way Start Clean &CCTV 5,638 LF,CIPP Lining of 5,638 LF of Kerman,CA 93630 7/31/2018 6",8", 10"and 12" and 21-Inch sanitary sewer, Steve Martinez (559) 284-3236 $ 522,566.00 Completion Bypass Pumping,Traffic Control, Point Repairs at 9/29/2018 various locations. 2016-2017 Citywide Annual Sewer City of Encinitas Rehabilitation 505 S.Vulcan Avenue Start Clean &CCTV 17,980 LF, CIPP Lining of 17,980 LF Encinitas,CA 92024 11/6/2017 of 6", 8", 10"and 14-Inch sanitary sewer,Top Kipp Hefner(760)633-2775 $ 1,351,415.75 Completion Hats, Bypass Pumping,Traffic Control, Manhole 5/18/2019 Rehabilitation Point Repairs at various locations. Monrovia Renewal-Northwest Area Sully-Miller Contracting, Inc. Infrastructure Improvements Project 135 S. State College Blvd, Start Clean &CCTV 6,035 LF, CIPP Lining of 6,035LF of Brea CA 92821 11/15/2017 6"and 8-Inch sanitary sewer, Top Hats, Bypass Jesse Flores (714) 578-9600 $ 335,935.00 Completion Ll Pumping, Traffic Control, Manhole 3/31/19 Rehabilitation Point Repairs at various locations. Sewer System Repair Project- Montclair CA Vasilj Inc. Clean &CCTV 766 LF,CIPP Lining of 766 LF of 8- 15531 Arrow Hwy, Start Inch sanitary sewer, Bypass Pumping,Traffic Irwindale, CA 91706 $ 31,980.50 9/18/2017 Control at various locations. John Gavigan (626)480-1442 Completion 10/9/2017 Sewer and AC Water Group 764A KTA Construction Start Clean &CCTV 7,791 LF, CIPP Lining of 617 LF of 821 Tavern Rd. 2/13/2018 8-Inch sanitary sewer, Bypass Pumping,Traffic Alpine,CA $46,611.00 Completion Control at various locations. Adam Ogden(619) 562-9464 2/15/2019 Techite Sewer Replacement, Diversion Charles King Company Structure-Padre Dam 2841 Gardena Avenue Start Clean &CCTV 390 LF,CIPP Lining of 390 LF of 6- Signal Hill, CA 90755 $ 36,864.00 1/24/2018 Completion Inch sanitary sewer,Top Hats, Bypass Pumping, Scott King(562)426-2974 3/31/2018 Traffic Control at various locations. Nu-Line Technologies,LLC NU UNE 102 Second Street Suite B -� Encinitas,CA92024 www.nulinetech.net NU LINE Nu-Line Technologies, LLC Project References - CIPP/SPR Sewer Rehabilitation Proiect 2016/2017 City of West Hollywood Clean&CCTV 8,620 LF, CIPP Lining of 8,620 LF of 5 Hutton Centre Drive, Suite 500 Start 8" and 10-Inch sanitary sewer,Top Hats, Bypass Santa Ana,CA 92707 $ 861,970.00 12/11/2017 Completion Pumping, Point Repairs and Traffic Control at Kieler Smith (949) 330-4172 9/22/2018 various locations. 2017 CMP Repairs—City of Poway City of Poway Clean &CCTV 1,031 LF,CIPP Lining of 1,031 LF of 13325 Civic Center Drive tart 28" and 24-Inch storm drain, Invert Repairs, Poway,CA 92064 $ 318,244.00 11/10/2017 Point Repairs and Traffic Control at various Brian Banzuelo (858)668-4623 Completion locations. 12/27/2017 18-inch Storm Drain Rehabilitation The Gill Company Clean &CCTV 1,308 LF,CIPP Lining of 1,280 LF of 28069 Diaz Rd, Suite B Start 18" storm drain, invert grouting and Traffic Temecula,CA 92590 $ 108,191.00 12/11/2017 Completion Control at various locations. Darren Gill(951)501-5623 2/1/2018 JOC Task P15S004 Burtech Pipeline Inc. Clean &CCTV 69 LF, CIPP Lining of 69 LF of 24" 102 Second Street, tart 018 storm drain, invert grouting and Traffic Control Encinitas,CA 92024 $ 12,915.00 Completion n at various locations. Buddy Aquino (760)634-2822 4/26/2018 Caltrans—Contract No.08-006804 American Pacific Construction Clean &CCTV 520 LF,CIPP Lining of 520 LF of 7161 Citrus Valley Ave 51&q 18" &24"storm drain, invert grouting and Eastvale,CA 92880 $ 130,875.00 2/1/2018 Completion Traffic Control at various locations. Ashish Sehgal (559) 577-9999 4/25/2018 Caltrans—Contract No.084)06904 United Engineering&Cons., Inc., Clean &CCTV 1,810 LF,CIPP Lining of 1,810 LF of 336 N.Central Ave. 30A Start 24" and 30" storm drain, invert grouting and Glendale,CA 91203 $ 381,090.00 2/1/2018 Completion Traffic Control at various locations. Reza Fard (818)662-8055 5/23/2018 Lake Helix Sewer Rehabilitation United Engineering&Cons., Inc., Clean &CCTV 344LF LF, CIPP Lining of 344LF of 336 N.Central Ave. 10A Start 8"sanitary sewer, invert grouting and Traffic Glendale,CA 91203 $ 381,090.00 2/1/2018 Completion Control at various locations. Reza Fard (818)662-8055 5/23/2018 FY2016/17 Gravity Sewer Rehabilitation Protect Ranger Pipelines Start Clean& CCTV,CIPP Lining of 24,064 LF of 6-Inch and 1790 Yosemite Ave. 7/24/2018 8-Inch sanitary sewer,Traffic Control, Bypass San Francisco, CA 94124 $ 1,072,720.00 Completion Pumping, Point Repairs. Tom Grover(415)822-3700 10/30/2019 Nu-Line Technologies,LLC. Project References-CIPP/SPR Updated 3/31/2020 NU UNE 102 Second Street Suite B ' Encinitas,CA 92024 www.nulinetech.net NU LINE Nu-Line Technologies, LLC Project References - CIPP/SPR Rehabilitate 30-Inch Siphon City of Laguna Beach Clean &CCTV, CIPP Lining of 250 LF of 10-Inch Water Quality Department Start sanitary sewer siphon,Traffic Control, Bypass 505 Forest Avenue $ 56,625.00 12/1/2017 Completion Pumping. Laguna Beach,CA 92651 12/5/2017 Hannah Johnson(949)464-6615 Culvert Repair and Replacement Fiscal Year 2016-17. Tri-Group Construction Oracle Protect No. 1020695 9580 Black Mountain Road,Ste L Stan Clean &CCTV,CIPP Lining of 721 LF of 18", 24", 30", San Diego CA,92126 $ 262,898.00 2/22/2018 Completion 42" and 71 x 47-Inch storm drain,Traffic Control and Hani Assi (858)689-0058 5/30/2018 invert repairs. CIPP Lining of 18"CMP Storm Drain&Vold Repair City of Buena Park Clean &CCTV,CIPP Lining of 100 LF of 18-Inch storm 6955 Aragon Circle Start 12/18/2018 drain,Traffic Control and invert repairs. Buena Park,Ca 9D622 $30,000.00 Completion Frank Moore 12/22/2018 (714)562-3708 Regal Road Sewer Main Extension Burtech Pipeline Inc. Clean &CCTV 133 LF of 8-Inch sanitary sewer and 102 Second Street, Start Traffic Control. Encinitas, CA 92024 $ 1,100.00 1/18/2018 Completion Buddy Aquino 1/18/2018 (760)634-2822 Sewer&Water Group-701 Ortiz Corporation start Clean &CCTV 10,013 LF of 8-Inch sanitary sewer, 2000 Mc Kinley Avenue 3/5/2018 Rehabilitate 8-inch Sewer,Top Hats and Traffic Control. National City,CA 91950 $27,864.00 Completion Jose Ortiz (M (619)434-7925 6/15/2019 Brio&Svmphonv 12" CIPP National Plant Services, Inc. Clean &CCTV 336 LF of 12-Inch sanitary sewer, 1461 Harbor Avenue start Rehabilitate 12-inch Sewer and Traffic Control. Long Beach,CA 90813 $26,880.00 2/6/2018 Completion Jeff Garcia (562)436-7600 2/6/2018 Contract No.02-4G2504 Replace and Rehabilitate R. Brown Construction Start Culverts. and Construct RSP Company, Inc. 7/1/2018 Clean &CCTV 460 LF of 21" &24-Inch storm drain, P.O. Box 406 $ 154,060.00 Completion Rehabilitate 21" & 24-inch storm drain with SPR. Willow Creek,CA 95573 Roger Brown(530)629-3702 7/28/2018 Ceres Trunk Rehabilitation Protect No.2017-23 Rolfe Construction Stan Clean &CCTV 723 LF of 21-Inch sanitary sewer, 3573 Southern Pacific Ave 3/19/2019 Rehabilitate 21-inch sanitary sewer with cured in place Atwater,CA 95301 $ 133,241.00 Completion liner. Jorge C.Avelar(209)358-5548 3/21/2019 Nu-Line Technologies, I.I.C. Project References-CIPP/SPR NU LINE 102 Second Street Suite 8 Updated 3/31/2020 -... ..._ Encinitas,CA92024 www.nulinetech.net NU LINE Nu-Line Technologies, LLC Project References — CIPP/SPR Caltrans 084)Q6904 Culvert Reoair United Engineering& Clean &CCTV 1,810 LF of 24" & 30-Inch storm drain, Construction, Inc., Start Rehabilitate 21" & 24-inch storm drain with CIPP, 336 N.Central Ave. 10A $981090.00 2/21/2018 Cement Spray&SPR lining systems. Glendale,CA 91203 Completion 6/23/2018 Reza Fard (818)662-8055 FY 2018 Gravity Pipeline CIPP Lining Rehabilitation Leucadia Wastewater Division Start Prof 1960 La Costa Avenue, 5/21/2018 Clean&CCTV 7,410 LF of 8", 12" 14" & 15-Inch sanitary Carlsbad, CA 92009 $667,998.00 Completion sewer, Point repairs,top hats, manhole rehab. Robin Morishita (760) 753-0155 L) 7/29/19 Renewal South Area Infrastructure Improvements Sequel Contractors, Inc 5t rt Clean&CCTV 2,850 LF of 6", 8" & 15-Inch sanitary 13546 Imperial Hwy., 7/2/2018 sewer, Point repairs,top hats, sectional lining. Santa Fe Springs,CA 90670 $ 215,569.00 Completion 1/17/2019 Pipeline Rehabilitation AK-1 Burtech Pipeline Inc. Start Clean&CCTV, SPR/CIPP Lining of 29,295 LF of 8-Inch 102 Second Street, 4 25 2018 sanitary sewer and installation of 497 Top Hats Encinitas,CA 92024 $ 993,200.00 Comoletion Buddy Aquino ll (760)634-2822 7/3/2019 Cal State San Bernardino Sewer Lining Quote W.A. Rasic Construction Clean&CCTV, SPR/CIPP Lining of 380 LF of 6-Inch and Company, Inc. Start 10-Inch sanitary sewer. 4150 Long Beach Blvd. TBD $ 35,700.00 Long Beach, CA 90807 Completion Keith Fouts(562)928-6111 T8D City of San Diego-Water and Sewer Group 966 El Cajon Grading & Engineering Clean&CCTV 3,462LF, SPR/CIPP Lining of 477 LF of 12- Co. Inc Start Inch sanitary sewer and installation of 2 Top Hats P.O. Box 967 9/20/2018 $49,355.00 Lakeside,Ca 92040 Completion Wendy Frisch(619) 561-9840 10/29/2018 8-Inch Sanitary Sewer Rehabilitation City of Carlsbad Clean&CCTV 640 LF,CIPP Lining of 640 LF of 8-Inch 1200 Carlsbad Village Drive 149 sanitary sewer and Top Hats Carlsbad, CA 92008 6/22/2018 Don Wasco(619) 561-9840 $ �'�5'� Completion 6/25/2018 Lining of IVY Glenn Drive Storm Drain Facilities City of Laguna Niguel, Public Start Clean&CCTV 1,200LF,CIPP Lining of 1,200 LF of 18- Works Department 5/2/2018 Inch storm drain. 30111 Crown Valley Pkwy $ 95,OOO.OD Completion Laguna Niguel,CA 92677 6/15/2018 1C Herrera(949) 362-4337 Nu-Line Technologies,U.C. Project References-CIPP/SPR NU LJNE 102 Second Street Suite B Updated 3/31/2020 Encinitas,CA 92024 www.nulinetech.net NU LINE Nu-Line Technologies, LLC Project References - CIPP/SPR Country Club Infiltration Project City of Coronado Clean &CCTV 2,620LF,CIPP Lining of 2,620 LF of 18", 1825 Strand Way, Start 24", 36"42" &48-Inch storm drain. Point Repairs Coronado, CA 92118 $ 5/24/2018 1,370,000.00 Dewatering. Katherine Odiorne Completion (619) 522-2424 12/21/2018 City of San Joaquin-Sewer Collection System Rolfe Construction Improvements Project 3573 Southern Pacific Ave Start Clean&CCTV 17,585 LF of 6',8", 10", 12" & 16-Inch Atwater,CA 95301 $ 598,972.50 8/7/2018 sanitary sewer, Rehabilitate 17,585 LF various Jorge C. Avelar(209) 358-SS48 Completion diameters sanitary sewer with cured in place liner. 4/27/2019 El Caion Sewer&Storm Drain Repair&Replacement Burtech Pipeline Inc. Start Clean & CCTV 8,589 LF of 6-inch to 60-Inch sanitary 102 Second Street, 6/11/2018 sewer& storm drain, Rehabilitate 8,589 LF various Encinitas,CA 92024 $ 701,604.00 Completion diameters sanitary sewer and storm drain with cured in Buddy Aquino place liner. (760)634-2822 3/11/2019 San Rafael Storm Drain(Lindaro Pump Station l Terra Pacific Group Clean &CCTV 250LF, CIPP Lining of 250 LF of 24-Inch 201 N. Civic Drive, Suite 135 start storm drain. Point Repairs Dewatering. Walnut Creek, CA 94596 $ 9/24/2019 202,750.00 Pat Barrese Completion (925)667-7464 9/26/2019 Caltrans 12-OQ7504 Culvert Repair Jabre Contracting Inc., Start Clean &CCTV 1,730 LF of 18", 24" & 30-Inch storm 1813 Manzanita Lane 9/17/2018 drain, Rehabilitate 18", 24"& 30-inch storm drain with Manhattan Beach, CA 90206 $ 199,140.00 Completion CIPP lining system. Bob Collins(310)720-0277 Ll 1/29/2018 Lake Helix Sewer Rehabilitation City of La Mesa Clean &CCTV 344 LF of 8 cast-iron sanitary sewer, 8130 Allison Avenue Start 7/17/2018 Rehabilitate with CIPP lining system. La Mesa CA, 91942 $ 48,422.00 Complletioetio n Casey Crown (619)667-1380 8/31/2018 Sanitary Sewer Rehab and Replacement Pram Project City of Long Beach Start 1 Clean& CCTV 10,594 LF of 8", 10" & 12" sanitary 333 W. Ocean Blvd/7th Floor 10%9/2018 sewer, UV Sectionals&Top Hats, Rehabilitate with Long Beach, CA 90802 $575,000.00 Completion CIPP lining system. Valeri Karakanov(562) 570-2331 M 3/27/2019 RFP-Sewer Cured in Place Pipe Repairs 2018 Padre Dam Municipal Water Start Clean & CCTV 3,308 LF of 8" & 10" sanitary sewer,Top District 9/27/2018 Hats, Rehabilitate with CIPP lining system. 9300 Fanita Parkway $ 200,003.00 Completion Santee,CA 719003 Ll (619) 258-4635 5/14/2019 hnologies,LLCProject References-CIPP/SPR ESE= Street Suite 0 0 92024tech.net NU LINE Nu-Line Technologies, LLC Project References - CIPP/SPR Santa Barbara—Anacapa St 8"Emergency City of Santa Barbara Public Clean &CCTV 290 LF of 8" sanitary sewer. Rehabilitate Works Start 6/19/2018 with SPR lining system. 630 Garden Street $ 36,270.00 Completion Santa Barbara, CA 93101 6/19/2018 Bradley Rahrer(619) 258-4635 CalTrans 07-3W9704-105 Freeway Jabre Contracting Inc., Clean &CCTV 1,320 LF of 18 24", 30" & 36" CMP 1813 Manzanita Lane Stan 18 storm drain. Rehabilitate with CIPP lining system. Manhattan Beach, CA 90206 $ 227,790.00 Completion Bob Collins (310) 720-0277 11/17/2018 2018 Sewer Main Rehabilitation Proiect Ojai Valley Sanitary District Clean&CCTV 14,425 LF of 8" & 10" rehabilitate 1072 Tico Road Start sanitary sewer with CIPP lining system. Ojai , CA 93023 $42S 000.00 10/8/2018 Completion Jon Turner(805)658-6800 4/20/2019 CIP 18-100 CIPP Lining of Sanitary Sewer System City of Laguna Beach Stan Clean & CCTV 30,480 LF of 6", 8", 10", 15" & 18" 505 Forest Avenue 9/6/2018 rehabilitate sanitary sewer with CIPP lining system. Laguna Beach,CA 92651 $ 1,259,748.00 Completion Hannah Johnson (949)464-6615 LI 10/22/2019 Summerland Emergency 8"Cast Iron Repair CUSHMAN CONTRACTING CORP. Clean &CCTV 150 LF of 8", rehabilitate sanitary sewer P.O. Box 147 tan 8/27/2018 with SPR lining system. Goleta,California $ 30,025.00 Completion Blair Cushman(805) 964-8661 8/28/2018 ESR City of Los Angeles -Bonnie Brae Pipe Tec Clean &CCTV 110 LF of 8" sanitary sewer with CIPP 5103 Elton Street tart TBD lining system. Baldwin Park,CA 91706 519,060.00 Completion Tom Vukojevic(626) 222-1998 TBD Palisades Slip lining Phase 2 Lake Arrowhead Comm. Services Clean &CCTV 2,348 LF of 6" sanitary sewer. PO Box 700 Start Rehabilitate with CIPP lining system and install new Lake Arrowhead,CA 92352 $ 366,930.00 10/30/2018 Completion manhole structures&cleanouts. Scott Schroeder(909) 336-7136 1/15/2019 AC Water&Sewer Group 1018 Orion Construction Corp. Clean&CCTV 1,000 LF of 8" sanitary sewer. Rob Wilson tart 3/21/2019 Rehabilitate 1,953 with CIPP lining system and install (760)597-9660 $ 192,402.50 Completion UV Top Hats. 4/8/2019 Nu-Line Technologies,LLC. Project References-CIPP/SPR Updated 3/31/2020 l NU UNE 102 Second Street Sulte B i� -'�"'� Encinitas,CA92024 www.nulinetcch.net NU LINE Nu-Line Technologies, LLC Project References - CIPP/SPR City of Vista -Pilot Proiect Information City of Vista Clean &CCTV 329 LF of 8" sanitary sewer. Rehabilitate 200 Civic Center Drive Scar[ 18 with SPR lining system. Vista CA 92804 $ 15,802.00 Completion Elmer Alex (760) 726-1340 10/18/18 Fulton Road Rehab Burtech Pipeline Inc. Clean &CCTV 1,592 LF of 8" sanitary sewer. 102 Second Street Start Rehabilitate with CIPP&SPR lining systems. Encinitas CA 92024 $ 200,525.00 6/2/2018 Completion Buddy Aquino (760)726-1340 8/13/18 JOC-Sewer Rehab Phase AT-1 Burtech Pipeline Inc. Clean &CCTV 39,685 LF of 8" sanitary sewer. 102 Second Street Start 018 Rehabilitate with CIPP&SPR lining systems, install Encinitas CA 92024 $ 1,907,764.00 Compl tiQn Completion 1,023 UV Top Hats&Post Video. Buddy Aquino (760)726-1340 10/31/2019 CMP Rehabilitation FY 2017-18 Measure P Spinieilo Companies 2 20,659 LF of 18" to 54" CMP Storm Drain Repairs. 2650 Pomona Blvd. 2/14/19 Rehabilitate with CIPP&SPR lining systems. Pomona,CA 91768 $ 1,984,764.00 Completion Abby De La Cruz (562) 305-5219 10/30/2019 LACSD Belvedere Trunk Sewer Rehabilitation Spiniello Companies 10,260 LF of 15", 21" & 24"sanitary sewer. Rehabilitate 2650 Pomona Blvd. Start with CIPP lining systems. Pomona, CA 91768 $ 1,248,340.00 1/2/19 Completion Eugenio Mateo(562)458-7757 3/19/19 SKF Gilroy 18th Avenue Sewer Proiect Emmitt's Excavation Inc start 797 LF of 12", 14" & 18" sanitary sewer. Rehabilitate 6207 E. Clinton Ave 12/8/2018 with SPR lining systems. Fresno CA 93727 $ 155,713.00 Completion David Walsh(559) 347-9188 L) 10/18/2019 Santa Monica-FY 17/18 Annual Wastewater Main Mike Prlich&Sons Inc. Improvements 5103 Elton St Start Clean & CCTV 2,135 LF of 8"sanitary sewer. Baldwin Park, CA 91706 $ 156,265.00 TBD Completion Rehabilitate with CIPP lining system, install UV Top Lonny Lavin (626) 813-1700 TBD Hats. Vellecitos Rock Springs Sewer Replacement Burtech Pipeline Inc. r Clean & CCTV 2,701 LF of 8", 12" & 15" sanitary sewer. 102 Second Street 3/22/2019 Rehabilitate 303 LF with CIPP lining system. Encinitas CA 92024 $20,814.00 Completion Buddy Aquino(760)726-1340 LR1 10/2/2019 Nu-Line Technologies,LLC. NU LINE 102 Second Street Suite B Encinitas,CA 92024 www.nulinetech.net NU LINE Nu-Line Technologies, LLC Project References — CIPP/SPR JOC-Sewer Rehab Phase AO-1 Burtech Pipeline Inc. Clean &CCTV 42,800 LF of 8", 10" & 12" sanitary 102 Second Street Start sewer. Rehabilitate with CIPP&SPR lining systems, Encinitas CA 92024 $ 1,332,009.00 4/25/19 Completion install 413 UV Top Hats& Post Video. Buddy Aquino (760) 726-1340 On-Going Caltrans—State Minor B.Solicitation No. 10A2041 Jabre Contracting Inc., Clean &CCTV 85 LF of 18" & 30" storm drain. 1813 Manzanita Lane Start Rehabilitate with CIPP lining systems, install85LF& Manhattan Beach, CA 90206 $ 62,850.00 6/ 1/19 Compoletileti on Post Video. Bob Collins(310) 720-0277 9/30/2019 (SSRP)H31 Beachwood Drive&Scenic Avenue Vasilj Inc. Clean &CCTV 12,419 LF of 6" &8"sanitary sewer. 15531 Arrow Hwy, start Rehabilitate with CIPP lining systems, install 12,419 LF, Irwindale,CA 91706 5 1,120,089.00 9/19/18 Completion Top Hats& Post Video. Joe Vasilj(626)480-1442 On-Going La Costa Avenue-Storm Drain Improvements Tri-Group Construction, Inc. Start Pre and Post Clean&CCTV of 15" & 18"Storm Drain. 9580 Black Mountain Road,Ste L 2/1/2019 San Diego CA,92126 $ 5,020.00 Completion Hani Assi (858) 689-0058 LRI 4/9/2019 PAL Project—Lateral Launch and Locate Burtech Plumbing Lateral Launch& CCTV of 56 sanitary sewer laterals. 102 Second Street Suite C Start /15/2018 Encinitas CA,92024 $ 17,180.00 11 Completion Bill Schramm (760)305-2016 5/25/2019 City of Lynwood PROJECT No.4022.67.912 Sully-Miller Contracting Co. Installation of 8-Inch UV sectional patches 135 S.State College Blvd,Ste 400 Start Brea,CA 92821 $48,550.00 4/1/19 Completion Jessie Flores(513)984-2222 4/30/19 Caltrans p07-4W3004-91 Freeway to 110 Freeway Jabre Contracting Inc., Start Clean &CCTV 85 LF of 18" & 30" storm drain. 1813 Manzanita Lane 1/28/2019 Rehabilitate with CIPP lining systems, install 85LF & Manhattan Beach, CA 90206 $315,580.00 Completion Post Video. Bob Collins(310)720-0277 M 10/30/2019 RFQ-Point Repair by CIPP Sectional and Top Hat San Diego County Gen. Services Clean &CCTV, installation of CIPP Sectionals and UV 5500 Overland Ave,Suite 315 start Top Hats at various location, Post Video. San Diego,CA $ 25,678.00 3/15/2019 Completion Wasim Hanna (858) 694-2723 5/18/2019 Nu-Line Technologies,I.I.C. Project References—CIPP/SPR NU LJNE 102 Second Street Suite B Encinitas,CA 92024 www.nulinetech.net NU LINE -., Nu-Line Technologies, LLC Project References - CIPP/SPR AC Water&Sewer Group 1026 PK Mechanical Systems, Inc. Start Post CCTV inspection of 2,569LF of sanitary sewer at 21335 Bundy Canyon Road 1/25/2019 various locations. Wildomar, CA 92595 $8,675.85 Completion David Spindler(951)245-5537 Ll 5/22/2019 Vista V-1 West Vista Sewer Phase 1-L Orion Construction Pre& Post CCTV inspections of 3,954LF of v8", 10" 12" 2185 La Mirada Drive tart & 15" diameters at various locations. Vista, CA 92081 $ 18,385.00 5/13/2019Completion Richard Newall (760)597-9660 On-Going Monrovia Renewal North Section Infrastructure Sully-Miller Contracting Co. Improvement Proiect 135 S.State College Blvd,Ste 400 2r Clean &CCTV 12,066LF of 6" & 8"diameter, CIPP Brea, CA 92821 2/4/2019 rehabilitate 12,831LF of 6" &8" sanitary sewer, Install Jessie Flores(513)984-2222 $ 780,216.50 Completion 69 SLC's, and 136 UV sectional patches, bypass TB0 pumping and 22,470LF of Post CCTV inspection. ESR City of Los Angeles-Stone Canyon Road(N. 100 Spiniello Companies Block 2650 Pomona Blvd. Start 19 Clean &CCTV, CIPP rehabilitation of 289LF of 10" Pomona, CA 91768 $ 34,494.31 Coomplemole tioon sanitary sewer, lateral reinstatement and post CCTV. Eugenio Mateo(562)458-7757 3/30/2019 Sewer&AC Water Group 697A Burtech Pipeline Inc. Clean & CCTV 2,200LF of 6" &8" sanitary sewer, 102 Second Street Start rehabilitate 1981F of 6" &8" sanitary sewer, SLC's and Encinitas CA 92024 $40,272.40 6/19/2019 Completion Post CCTV inspection of 4,089LF of various diameters. Buddy Aquino (760) 726-1340 10/16/2019 Pasadena Storm Drain Repair GRFCO, Inc. Clean &CCTV 586LF various diameter storm drain, P 0 Box 1747 Start rehabilitate by CIPP 466LF of 12" & 18" storm drain, Brea, CA 92822 $ 37,312.00 TBD Completion post CCTV inspection of 386LF of various diameter Jim Jackson (800) 375-7272 780 storm drain. Hallmark Sewer Rehabilitation Eddie Axner Construction, Inc Start Clean &CCTV, Bypass Pumping,4,222LF 6" & 8" CIPP 5249A Old Oregon Trail 4/29/2019 rehabilitation at various locations, lateral Redding, CA 96002 $240.178.00 Completion reinstatement and Post Video CCTV. Trevor Olds(530)710-3533 Ll 9/13/2019 Chino ITB-Sewer Re-Lining Proiect City of Chino Clean &CCTV 13,452LF of 8" & 10" sanitary sewer, PO Box 667 ltilfq rehabilitate b CIPP 13,452LF of 8" & 10" sanitary Chino,CA 91708 9/11/2019 y ry $ 567,655.00 Completion sewer, traffic control, bypassing, lateral reinstatement Austin Postovoit(909) 334-3250 2/10/2020 and post CCTV inspection. Nu-Line Technologies,I.I.C. NU LJNE 102 Second Street Suite 8 _ :� ,•. Encinitas,CA 92024 -y www.nulinetech.net NU LINE Nu-Line Technologies, LLC Project References — CIPP/SPR Oceanside Point Repair Program Charles King Company Pre& Post CCTV video inspection of 1,3591-F of 6", 8" & 2841 Gardena Ave. Start 10" sanitary sewer repairs. Signal Hill,CA 90755 $ 4,756.50 3/4/2019 Completion Debi Hawkins(562)426-2974 5/18/2019 GI-Trans 07A4593.3-Year System Inspection and Dreambuilder Const.Corp. Repair Clean&CCTV approx. 20,000LF of various 1324 E Lawson Ln tart diameter storm drain in LA and Ventura counties, Placentia Ca 92870 $ 2,634,600.00 3/1 /2019 approx. 6,500LF of CIPP rehabilitation of various Alex Singh(714) 646-3697 Completion On-Going diameters over a 3 year on call project. RFP Warner Ranch Siphon 18 Vista Irrigation District Clean&CCTV, CIPP rehabilitate 24-Inch storm drain 1391 Engineer Street, Start 019 siphon. Vista,CA 92081 $ 71,535.00 Completion n Mark Saltz(760)597-3112 10/2/2019 Sewer Group 786 Ortiz Corporation rt Clean &CCTV and lateral launch inspections of various 2000 Mc Kinley Avenue to diameter sanitary sewers. National City, CA 91950 $ 5,000.00 t9 Completion Jose Ortiz(619)434-7925 TED University 21-Inch Repair AUI Incorporated start Installation of 38OLF x 21"SPR sanitary sewer 7420 Reading Ave.SE 4/22/2019 rehabilitation. Albuquerque New Mexico 87105 $48,250.00 Completion Mike Rocco(505)242-4848 E 7/1/2019 Lemon Grove FY2027-18 Sewer Capital Improvement Charles King Company Project 2841 Gardena Ave. start Clean&CCTV, 1,300LF x 8"CIPP rehabilitation, lateral Signal Hill,CA 90755 $ 66,800,00 4/18/2019 reinstatement,bypass pumping and post video Debi Hawkins(562)426-2974 Completion 8/9/2019 inspection. Fullerton-Miscellaneous Storm Drain Improvements City of Fullerton Start Clean &CCTV,426LF of various diameter CIPP storm 303 West Commonwealth Ave 7/15/2019 drain rehabilitation,traffic control,grouting repairs Fullerton, CA 92832 $ 164,360.00 Completion and post video inspection. (714) 738-6886 LR1 11/4/2019 El Centro Emergency Sewer Repairs at Villa Ave City of El Centro Clean &CCTV, 38OLF x 27" CIPP rehabilitation, 1275 W. Main Street Start 19 infiltration grouting, bypass operations, traffic control El Centro,CA 92243 $ 260,225.00 Completion and post video inspection. Javier Luna, P.E. (760) 337-5182 12/4/2019 M-Line Technologies, LLC. Project References-CIPP/SPR NU LINE 102 Second Street Suite B Updated 3/31/2020 Encinitas,CA 92024 www.nulinetech.net NU)'�'�_'LINE Nu-Line Technologies, LLC Project References - CIPP/SPR LACDPW Culvert Repair and Linine Project, Phase 1 Los Angeles County Public Works Clean &CCTV, 1,029LF x various diameter storm drain 900 South Fremont Street Start 12/9/2019 CIPP rehabilitation , traffic control and post CCTV Alhambra, CA 91803 $ 248,358.00 Completion inspection. Joel Zaragoza (626)458-4951 2/26/2020 Buena Park 24-Inch CMP Repair City of Buena Park Clean&CCTV, 100LF x 24" CIPP storm drain 6955 Aragon Circle Start rehabilitation,traffic control and post CCTVinspection. Buena Park,Ca 90622 $44,050.00 10/21/2019Completion Frank Moore (714) 562-3708 10/25/2019 City of LA-Albion Riverside Park Project- W.O.tJ Sully-Miller Contracting Co. EW40060F 135 S. State College Blvd,Ste 400 Start Clean & CCTV, 380LF x 10" CIPP rehabilitation, clean Brea, CA 92821 $ 33,201.00 6/7/2019 Completion and video, lateral reinstatement, post video Mauricio Arreola (714)449-2277 6/7/2019 Point Loma Storm Drain AMA Diversified Constr. Group. Clean &CCTV, 64LF x 24"CIPP storm drain 1305 Simpson Way,Suite L Start rehabilitation and post video Escondido, CA 92029 $35,634.00 12/1/2019Completion Dillon Vissering (760)444-1010 12/31/2019 Countywide Sewer Improvements FY 2018-19 Burtech Pipeline Inc. Clean &CC , installation of 4,954LF, 8" & 16"CIPP 102 Second Street StarCCTV, liner at various location, Post Video. Encinitas CA 92024 $ 291,352.00 10/17/2019 Completion Buddy Aquino (760) 726-1340 12/10/2019 City of LA-ESR Keswick Str.W.O.p SWC05476 Miramontes Const. Co, Inc. Clean &CCTV,400LF x 8"CIPP rehabilitation, clean and P.O. Box 219 Start video, lateral reinstatement, post video Rialto,CA 92377 $42,200.00 12/13/2019Completion Yvette Morales(909)787-3012 12/13/2019 JOC-P17N006-CMP Storm Drain Lining Right Burtech Pipeline Inc. of way Pipeline North 102 Second Street, Start Clean& CCTV, CIPP Lining of 977 LF of 21", 24" Encinitas, CA 92024 $ 122,566.50 Comp 2019& 30" storm drain and Traffic Control at various Buddy Aquino (760)634.2822 Completion 12/6/2019 locations. JOC-Task P18N003 Accelerated TS Referral Burtech Pipeline Inc. Group 102 Second Street, Start Clean& CCTV, CIPP Lining of 3,003 LF of 10", Encinitas, CA 92024 $ 534,933.28 11/21/2019 Completion 12", 21" & 30" sanitary sewer, and Traffic Buddy Aquino (760)634-2822 12/18/2019 Control at various locations. Nu-Line Technologies,I.I.C. NU UNE 102 Second Street Suite 8 Encinitas,CA 92024 www.nulinetech.net LINE Nu-Line Technologies, LLC Project References — CIPP/SPR CIP 19-100 CIPP Lining of Sanitary Sewer System City of Laguna Beach Clean &CCTV CIPP lining of 3,193 LF of 8", 10" & 12" 505 Forest Avenue Start 019 sanitary sewer with CIPP lining system,top hats and Laguna Beach, CA 92651 $ 208,073.00 Comol tion Completion post video work. Hannah Johnson (949)464-6615 12/3/2019 Sewer Line By CIPP-Loma Linda City of Loma Linda Clean &CCTV,CIPP Lining of 30OLF of 8" sanitary 25541 Barton Road Start sewer at various locations. Loma Linda,CA $ 28,700.00 11/25/2019 Completion Jeff Peterson(909)799-4400 11/25/2019 OVSD Sewer Rehabilitation Protect Ojai Valley Sanitary District Clean&CCTV,traffic control,CIPP Lining of 1072 Tico Road 5tIJA 14,425LF of 8"and 30" sanitary sewer at various Ojai,CA 93023 $425,000.00 11/6/2018 Completion locations. Jon Turner(805)658-6800 1/3/2019 JOC-Sewer Rehab Phase AW-1 Burtech Pipeline Inc. Clean&CCTV 39,321 LF of 8" sanitary 102 Second Street Stan 10/4/2019 Sewer. Rehabilitate with CIPP&SPR lining systems& Encinitas CA 92024 $886,688.55 Completion Post Video. Buddy Aquino(760)726-1340 on-Going Sewer and AC Water Group 807 Burtech Pipeline Inc. Clean &CCTV(POST) 11,088LF, CIPP Lining of 102 Second Street 11 863LF of 8"sanitary sewer at various locations Encinitas CA 92024 $90,193.00 Completion Completion and top hats. Buddy Aquino(760) 726-1340 12/17/2019 Sewer Pipe Lining-Rainbow-Fallbrook Rainbow Municipal Water Clean & CCTV, CIPP Lining of 1,054LF of 6" & 8" District start sanitary sewer at various locations. 3707 Old Highway 395 $69,000.00 Compl30/1/2019 tion Fallbrook,CA 92028 10131/2019 Ryan Stockton (760)728-1178 Caltrans—07-313704 Glendale Freeway Highland Construction, Inc Clean&CCTV 320 LF of 18" storm drain. Rehabilitate 133 N Pixley Street art Comp with CIPP lining system and Post Video. Orange, CA 92868 $ 85,000.00 Completion Erin Richardson (714)538-5156 1/25/2020 City of LA-ESR Canyon View Drive-SWC05478 Mike Bubalo Construction Clean &CCTV, 315LF x 8"CIPP rehabilitation, lateral 5102 Gayhurst Ave, Itiliq reinstatement, post video Baldwin Park,CA 91706 $ 32,247.50 1/28/2020 Completion Brad Sorem (562)818-4035 1/28/2020 Nu-Line Technologies, LLC Project References-CIPP/SPR NU LJNE 102 Second Street Suite 8 Encinitas,CA 92024 Updated 3/31/2020 www.nulinetech.net NU)'.'LINE .; Nu-Line Technologies, LLC Project References - CIPP/SPR Gty of LA-ESR Parthenia Street-SWCOSS92 Mike Bubalo Construction Clean &CCTV, 382LF x 8"CIPP rehabilitation, lateral 5102 Gayhurst Ave, Start reinstatement, post video. Baldwin Park,CA 91706 $ 29,830.00 1/28/2020 Completion Brad Strem (562)818-4035 1/29/2020 Hermosa Beach-Sewer Imar. Ph 2 CIP 17-416 MNR Construction, Inc Clean&CCTV, 6,400LF x 8" & 10" CIPP rehabilitation, 1880 Wright Ave, Start Comp Lateral reinstatements, rootball removal,traffic La Verne,CA 91750 $ 305,695.00 Completion Control, top hats and post CCTV. Scott Barnett (626) 383-1019 3/27/2020 Paseo De Valencia-12-Inch Vertical Drop Repair T.E. Roberts Inc 30LF x 12" CIPP vent line repair. 306 W Katella Ave, start Orange, CA 92867 $9,500.00 1/31/2020 Completion Justin Roberts(714) 559-2291 1/31/2020 RFP-Storm Drain Culvert Rehabilitation Point Loma California Constructors 272LF x 15" & 24" CIPP storm drain rehabilitation. 7D62 Convoy Court, Start 20 Clean & CCTV and post CCTV inspection. San Diego, CA 92111 $ 97,086.00 Completion Tony Gutierrez (858) 775-9920 2/5/2020 Sewer Rehabilitation N Fresno and E Shields Emmitt's Excavation Inc Clean &CCTV, CIPP Lining of 2,659 LF of 12" and 15- 6207 E. Clinton Ave iti-q Inch sanitary sewer,Traffic Control, Bypass Fresno CA 93727 $ 240,624.00 2/20/2020 Completion Pumping, Point Repairs. David Walsh (559)347-9188 3/6/2020 Sewer Improvements in the Vicinity of N First Street Emmitt's Excavation Inc and E Dakota Avenue 6207 E. Clinton Ave Start Clean &CCTV, CIPP Lining of 5,711LF of 6",8" and 12- Fresno CA 93727 $ 230,648.00 12/20/2019 Inch sanitary sewer,Traffic Control, Bypass Pumping, David Walsh (559)347-9188 Completion 3/27/2020 Point Repairs. AC Water&Sewer Group 1020 Burtech Pipeline Inc. Final Post CCTV, 303LF 8-Inch Cured In Place 102 Second Street Start lining. Encinitas CA 92024 $ 20,787.00 TBD Completion Buddy Aquino(760)726-1340 TBD AC Water&Sewer Group 1026 PK Mechanical Systems, Inc. Final Post CCTV, 303LF 8-Inch Cured In Place 21335 Bundy Canyon Road Start lining. Wildomar, CA 92595 $94,968.00 3-30-2020 Completion David Spindler(951)245-5537 TBD Nu-Line Technol gies,LLC NU LINE 102 Second Street Suite B Updated 3131/2020 Encinitas,CA92024 R www.nulinetech.net NU LINE Nu-Line Technologies, LLC Project References - CIPP/SPR AC Water&Sewer Group 1027 Burtech Pipeline Inc. 9.to tr Final Post CCTV, 188LF 8-Inch Cured In Place 102 Second Street $ 3,243.00 11-1-2019 lining. Encinitas CA 92024 Completion Buddy Aquino(760)726-1340 11-1-2019 AC Water&Sewer Group 1042 S.C.Valley Engineering, Inc Final Post CCTV, 1,274LF post CCTV inspection. 656 Front St, Start $ 3,822.00 TED El Cajon,CA 92020 Completion Scott Miller(619)444-2326 TBD Buena Park 2019-2020 Sewer Main City of Buena Park Rehabilitation 656 Front St, start Clean &CCTV, 7,019LF 8", 10" & 12"sanitary Buena Park, CA 92020 $349,570.00 4-20-2020 Completion sewer rehabilitation,traffic control, bypassing Teddy Luong(714)562-3670 9-5-2020 and post CCTV Caltrans-07-313404 Monterey Park 710 Freeway Jabre Contracting Inc., Clean&CCTV 2,246LF of 18",24"& 36" storm drain 1813 Manzanita Lane 51im Rehabilitation with CIPP lining system and Post Video. Manhattan Beach,CA 90206 $400,331.11 2-3-2020 Completion Bob Collins (310) 720-0277 4-29-2020 Caltrans-08-1C9304 Bia Pines Creek Lake Jabre Contracting Inc., Arrowhead 1813 Manzanita Lane Start Clean & CCTV 560LF of 18", 24" & 36" storm drain Manhattan Beach,CA 90206 $ 241,295.00 4-1 -2020 Rehabilitation with CIPP,SPR & Alternative pipe lining Bob Collins(310)720-0277 Completion TBO system and Post Video. Caltrans-11-422114 Culvert Repair and Replace Hazard Construction Company Guardrail and Fence 10529 Vine Street Start 5-21-2020 Clean& CCTV 5,570 LF of 18", 24",30", 36" &48" Lakeside,CA 92040 $842,260.00 o Completidoo mpin storm drain Rehabilitation with CIPP pipe lining Brad Lothers(858)587-3600 TBD system, preparing culvert structures and Post Video. North Norwalk Trunk Sewer Rehabilitation LACSD Clean& CCTV 65OLF of 15"sanitary sewer 1955 Workman Mill Road Start Rehabilitation with CIPP pipe lining Whittier,Ca 90601 $ 105,770.00 3-27-2020 Completion System, manhole rehabilitation and Post Video. Jenny Hsu (562)699-7411 3-30-2020 Claremont Trunk Sewer Rehabilitation LACSD Clean & CCTV 13,198LF of 12" and 15"sanitary sewer 1955 Workman Mill Road Start Rehabilitation with CIPP pipe lining Whittier,Ca 90601 $ 1,172,893.00 11-20-2019 System, manhole rehabilitation, point repairs, Jenny Hsu (562)699-7411 Completion TBD bypass and Post Video. Nu-Line Technologies,U.C. Project References-CIPP/SPR NU UNE 102 Second Street Suite B Updated 3/31/2020 ._ .. Encinitas,CA 92024 www.nulinetech.net LINE Nu-Line Technologies, LLC Project References - CIPP/SPR Millennium Hawthorne Mark Company Clean&CCTV 1,070LF of 12"and 15"sanitary sewer 2288 North Batavia, art Rehabilitation with CIPP pipe lining Orange, CA 92865 $ 110,470.00 TBD System, manhole rehabilitation, point repairs, Isaiah Apodaca (714) 685-3462 Completion TBD bypass and Post Video. 2017-19 Pipeline Rehabilitation and Replacement Napa Sanitation District Clean&CCTV 25,576LF of 6",8", 10", 14", 15" & 16" 1515 Soscol Ferry Road, Start Sanitary sewer Rehabilitation with CIPP pipe lining Napa,CA 94558 1-28-2020 System, manhole rehabilitation, point repairs, pipe- Simon Kobayashi (707)258-6030 $ 6,445'000.00 Completion Bursting, bypass, top hats,lateral lining and Post TBD Video. 2020 Collection System Rehabilitation Prolect CIP 19703 Moulton Niguel Water District Clean&CCTV 3,585LF of 8",12" and 18" sanitary 26880 Aliso Viejo Parkway, start 4-27-2020 sewer Rehabilitation with CIPP pipe lining Aliso Viejo,Ca 92656 $ 325,000.00 Completion System,manhole rehabilitation, point repairs, Sheldon Yu, PE(949)831-2500 9-5-2020 bypass and Post Video. Manhole and Pipe Repair(SPR) Orange County Sanitation District Clean& CCTV 350LF of 24-Inch sanitary 10844 Ellis Avenue, start sewer Rehabilitation with SPR lining system, manhole Fountain Valley,CA $ 350,000.00 TBD Completion installation, point repairs, bypass and Post Video. Brandon Garcia (714) 593- TBD 7306AW-1 OCSD Boulevard Force Main Replacement Teichert Utilities Clean&CCTV 280LF of 27" dual sanitary 3780 Kilroy Airport Way,Suite 700, Start sewer siphons. Rehabilitate with CIPP pipe lining Long Beach, CA 90806 $ 198,160.00 TBD Completion system and Post Video. Fladio Godines(916) 634-3161 TBD Pipeline Rehab Phase AV-1 Burtech Pipeline Inc. Clean&CCTV 33,313LF of 8" sanitary sewer. 102 Second Street 3-2-2020 Start Rehabilitate with CIPP& SPR lining systems, reinstate Encinitas CA 92024 $ 749,542.50 Completion 413 service laterals&Post Video. Buddy Aquino (760)726-1340 On-Going Paseo De Valencia T.E. Roberts Inc. Clean&CCTV 12" Vertical Drop. 306 W Katella Ave, Start 20 Rehabilitate with CIPP& Post Video. Orange, CA 92867 $9,500.00 Completion Justin Roberts(714) 559-2291 2-3-2020 Carlsbad-Storm Drain System Rehabilitation City of Carlsbad Clean&CCTV 840 LF of 12"to 42" storm drain. 1635 Faraday Avenue, Start 020 Rehabilitate with CIPP lining systems& Post Video. Carlsbad, CA 92024 $ 297,975.00 Completion n Emily Hasegawa (760)602-2460 1-9-2021 Nu-line Technologies, I.I.C. Project References-CIPP/SPR NU LINE 102 Second Street Suite B Updated 3/31/2020 Encinitas,CA 92024 www.nulinetech.net NU LINE Nu-Line Technologies, LLC Project References - CIPP/SPR Oceanside Post Burtech Pipeline Inc. Start Post CCTV new sewer construction. 102 Second Street 2-1-2020 Encinitas CA 92024 $ 11,740.00 Completion Buddy Aquino (760)726-1340 2-29-2020 Leucadia Wastewater District-Emergency Repair Leucadia Wastewater District Clean & CCTV, installation of 8" UV Sectional liner& 1960 La Costa Avenue, Start Post Video. Carlsbad,CA 92024 $4,425.00 3-11-2020 Completion Marvin Gonzalez(760)753-0155 3-11-2020 Buena Vista Storm Drain Burtech Pipeline Inc. Post CCTV new storm drain construction. 102 Second Street Start 020 Encinitas CA 92024 $ 2,705.00 Completion n Buddy Aquino(760) 726-1340 3-31-2020 W.B.Rte.911'reeway at Santa Fe/Alameda Off-Ramp Peterson-Chase Post CCTV new storm drain construction. 16351 Construction Circle West Start Irvine,CA 92606 $ 5,586.00 4-28-2020 Completion Jon Vandersloot(949)677-0295 4-28-2020 City of San Diego-Sewer Group 841 Burtech Pipeline Inc. Post CCTV 3,138 LF new sanitary sewer construction. 102 Second Street 5-Start Encinitas CA 92024 $ 7,845.00 5-2020 Completion Buddy Aquino(760) 726.1340 On-Going City of Downey-Fidler Ave Sewer Rehabilitation City of Downey Clean &CCTV 1,209LF of 8" sanitary sewer. 11111 Brookshire Avenue Start Rehabilitate with CIPP lining systems, reinstate PO Box 7018 $ 115,290.00 6-30-2020 Completion 38 service laterals& Post Video. Downey, CAS 90241 9-5-2020 Janet Ortega (562)658-9565 Ckv of San Diego-AC Water&Sewer Group 1023 Burtech Pipeline Inc.Post CCTV 697LF new sanitary sewer construction. 102 Second Street Start Encinitas CA 92024 $ 2,788.00 Completion Buddy Aquino (760)726-1340 TBD City of San Diego-Sewer&AC Water Group 765 Burtech Pipeline Inc. Pre & Post CCTV of 5,383LF new sanitary sewer 102 Second Street construction. Encinitas CA 92024 $ 20,186.25 TBO Completion Buddy Aquino (760)726-1340 TSD Nu-Line Technologies,U.C. Project References-CIPP/SPR NU LJNE 102 Second Street Suite B Updated 3/31/2020 Encinitas,CA 92024 www.nulinetech.net NU LINE Nu-Line Technologies, LLC Project References - CIPP/SPR Nu-line Technologies, I.I.C. _ Project References-CIPPISPR NU LINE 102 Second Street Suite 6 Updated 3/31/2020 Encinitas,CA 92024 www.nulinetech.net NU LINE Nu-Line Technologies, LLC Project References - CIPP/SPR Experience by Diameter 020 MP Total 6" 1,668 4,543 8,249 8,654 36,158 42,537 1,118 102,927 8" 38,410 44,062 133,915 119,261 99,197 151,155 23,773 609,773 10" 516 773 4,878 1,250 9,294 16,861 134 33,706 12" 0 1,779 2,607 4,389 2,758 6,556 2,812 20,901 14" 0 102 448 0 641 221 0 1,412 15" 330 1,222 1 768 3,368 1 718 6,943 894 14,243 16" 0 285 0 0 0 1,594 0 1,879 18" 327 962 938 3,425 3,857 9,123 870 19,502 20" 0 0 0 0 1,720 0 0 1,720 21" 0 5,478 309 506 775 3,830 0 10,898 24" 9S 952 1,141 2,053 4,038 9,436 1,338 19,053 27" 0 0 0 1 0 288 380 0 668 30" 0 656 779 701 1,003 5,117 350 8,606 33" 0 144 0 0 44 0 0 188 36" 0 40 882 40 1,448 1,364 386 4,160 39" 0 0 0 190 0 0 0 190 42" 0 61 0 180 1,166 332 0 1,739 48" 0 0 0 0 574 0 62 636 54" 0 0 0 0 214 0 0 214 60" 0 0 542 0 483 0 0 1,025 Total 41,346 61,059 155,456 144,017 164,376 255,449 31,737' 853,440 Nu-Line Technologies, LLC. Project References-CIPP/SPR NU LJNE 102 Second Street Suite B Updated 3/31/2020 Encinitas,CA 92024 www.nulinetech.net ® Swiss Re Corporate Solutions BID BOND CONTRACTOR: SURETY: (Name,legal stow and address) North American Specialty Insurance Company NU LINE TECHNOLOGIES. LI.0 1450 American Lane, Suite 1100 102 SECOND STREET,SUITE B ENCINITAS,CA 92024 Schaumburg, IL 60173 O W N E.R: This document has impormm (Name,legal starw andaddress) legal cnasequences. Consultation CITY OF IIUNTINGTON BEACII with an anomey is encouraged 2000 MAIN STREET with respect to its completion or HUNTINGTON BEACII,CA 92648 modification. BOND AMOIIN'F: TEN PERCENT OF GREATER AMOUNT BID (10%) Any singular refemnce to Contractor,surety.Owner or other party shall be considered PRO.IECP: plural whom applicable. (A'ame,location or address,and Project number,ifany) FY2020/21 SEWER LINING PROJECT The Contractor and Surety are bound to the Owner in the amount set forth above, for the payment of which the Contractor and Surety bind themselves,their heirs,executors,administrators,successors and assigns,jointly and severally,as provided herein. The conditions of this Bond are such that if the Owner accepts the bid of the Contractor within the time specified in the bid documents, or within such time period as may be agreed to by the Owner and Contractor, and the Contractor either(1)enters into a contract with the Owner in accordance with the terns of such bid,and gives such bond or bonds as may be specified in the bidding or Contract Documents, with a surety admitted in the jurisdiction of the Project and otherwise acceptable to the Owner, for the faithful performance of such Contract and for the prompt payment of labor and material fiunished in the prosecution thereof, or (2) pays to the Owner the difference, not to exceed the amount of this Bond, between the amount specified in said bid and such larger amount for which the Owner may in good faith contract with another party to perform the work covered by said bid, then this obligation shall be null and void,otherwise to remain in full force and effect. The Surety hereby waives any notice of an agreement between the Owner and Contractor to extend the time in which the Owner may accept the bid. Waiver of notice by the Surety shall not apply to any extension exceeding sixty (60) days in the aggregate beyond the time for acceptance of bids specified in the bid documents,and the Owner and Contractor shall obtain the Surety's consent for an extension beyond sixty(60)days. If this Bond is issued in connection with a subcontractor's bid to a Contractor,the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. When this Bond has been furnished to comply with a statutory or other legal requirement in the location of the Project, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein. When so furnished,the intent is that this Bond shall be construed as a statutory bond and not as a common law bond. Signed and scaled this 2 2 N D day of MARCH, 2021 NU LINE TECHNOLOGIES. LLC (Witness) (Principal) (Sea!) (Tide) DOMINIC J. BURTECH,JR., P• can TNER o North Ameri Special In nce Company (Irirness) (Surety)144V — (Seal) (Tide) MARK D.IATAROLA.ATTORNEY-IN-FACT This Document conforms to the A1A Document A3101 a-7010 ! CALIFORNIA ALL- PURPOSE I�I CERTIFICATE OF ACIICIV®VIIL_E®GMEIVT ?; Gi A notary public or other officer completing this certificate verifies only the identity ll of the individual who signed the document to which this certificate is attached, it y and not the truthfulness, accuracy, or validity of that document. i State of California } �{ it County ofvC� Arthur P.ArquWa,Notary Public On ,3 � C�c�� before me, , (Hera n nano an aae.1 the officer) tII personally appeared -/ID3-Y),')n ) Eil who proved to me on the basis of satisfactory evidence to be the persons) whose i e(s is re subscribed to the wi �n Instrument and acknowledged to me that he/they executed the same i is er/their authorized capacity(ies), and that by hi er/their signature(s) on the instrument the person(s), or the entity upon behalf of 1 which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. £ i! WITNEQ�//gym /hanand official seal. ARTHUR P. ARQUIL1e`- Y COMM4SSION N0.22254W P NOTARY PUBLIC CALIFORNIASAN DIEGO COUNTY 2 COMMISSION EXPIRES JAN 7,2022 € �l I 111 Notary Public Signatur (Notary Public Seal) INSTRUCTIONS FOR COMPLETING THIS FORM ADDITIONAL OPTIONAL INFORMATION Thisfarmcomplieswh/h current Californiastatutes regarding notary wording and. DESCRIPTION OF THE ATTACHED DOCUMENT (needed,should be completed and attached to the document.Acfmmv/edgments I frorn other states rum,be completed for documents being sent to that state so long as the wording does not require[lie California rotary to violate California notary Imv. (Title or description of attached document) . State and County information must be the State and County where the document I signer(s)personally appeared before the notary public for acknowledgment. i . Date of notarization must be the date that the signer(s)personally appeared which (Tide or description of attached document continued) must also be the same date the acknowledgment is completed. . The notary public must print his or her name as it appears within his or her ! Number of Pages_Document Date commission followed by a comma and then your title(notary public). . Print the name(s) of document signer(s) who personally appear at the rime of notarization. `7 I{I{p CAPACITY CLAIMED BY THE SIGNER . Indicate the correct singular or plural forms by crossing off incorrect forms(i.e. i he/shdthey-is/ere)or circling the correct forms.Failure to correctly indicate Ibis EEG ❑ Individual (s) information may lead to rejection of document recording. ill �I ❑ Corporate Officer . The notary seal impression must be clear and photographically reproducible. Impression must not cover text or lino- If seal impression smudges, re-seal if a I (Title) sufficient arcs permits,otherwise complete a different acknowledgment form. {I' I [I Partner(s) • Signature of the notary public must match the signature on file with the office of the county clerk. III I' ❑ Attorney-in-Fact Additional information is not required but could help to ensure this Ij [j Tfustee(s) acknowledgment is not misused or attached to a differeat document. i Other Indicate title or type of attached document,number of pages and date. {7 ❑ Indicate the capacity claimed by the signer. If the claimed capacity is a I: • corporate officer,indicate thelftl<Cix-CEO,CFO,-Secretary). �' 2015\'ersicn e:^an•:.Idol'eryGasses'.cem 900-E73-9E65 ^ securely amch Ibis document to the signed document with a staple. CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed[he document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. State of California County of SAN DIEGO On 3/22/2021 before me, SANDRA FIGUEROA, NOTARY PUBLIC Date Here Insert Name and Title of the Officer personally appeared MARK D. IATAROLA Nome(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s)whose name(a)is/ar2subscribed to the within instrument and acknowledged to me that he/sheAhey executed the same in his/;R/t:,_;. authorized capacity(ies), and that by his/hei4theii signature(s) on the instrument the person(&), or the entity upon behalf of which the person(e) acted, executed the instrument. certify under PENALTY OF PERJURY under the SANDRA FIGUEROA laws of the State of California that the foregoing Z COMM.n 2334108 paragraph is true and correct. SANDIEGOCOUNTY NOTARY PUBLIC-CALIFORNIAZ WITNESS my hand and official seal. MY COMMISSION EXPIRES SEPTEMBEfl 22,2024 Signature Place Notary Seal and/or Stamp Above Signature o tary Public OPTIONAL Completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: MARK D. IATAROLA Signer's Name: ❑ Corporate Officer—Title(s): ❑ Corporate Officer— Title(s): ❑ Partner— ❑ Limited ❑ General ❑ Partner— ❑ Limited ❑ General ❑ Individual ® Attorney in Fact ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian of Conservator ❑ Trustee ❑ Guardian of Conservator ❑ Other. ❑ Other: Signer is Representing: Signer is Representing: 02017 National Notary Association SNVISS RE CORPORATE SOLUTIONS NORTH .AMERICAN SPECIAI:rY INSURANCE COII\IPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY \VFSTPORT INSURANCE CORPORATIONGENERAL PO\VER OF AT`fORNEY KNONV ALL MEN BY THESE PRESENTS,TIL\"r North American Specialty Insurance Company,a corporation duly organized and existing under laws of the Stale of New Hampshire,and having its principal office in the City of Kansas City.Missouri mid Washington International Insurance Company a corporation organized and existing under the laws of the State of New Hampshire and having its principal office in the City of Kansas City,Missouri.and Westport Insurance Corporation,organized under the laws of the State of Missouri,and having its principal office in die City of Kansas City.Missouri does hereby make,constitute and appoint: JOHIN' G. :MALONEY, HELE:N MALONEY, SAN'DR.A FIGUEROA, MARK D. IATAROLA,JESSICA SCHMAL AND TRACY LYIVN RODRIGUEZ JOINTLY OR SEVE-RAE LY Its true:and lawful ARomey(s)-in-Fact,to make,execute,seal and deliver, for and on its behalf and as its act and deed•bonds or other writings obligatory in the nature of a bond on behalf of each of said Companies•as surety,on contracts of suretyship as are or may be required or permitted by law.regulation,contract or otherwise,provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount of ONE HUNDRED TWENTY FIVE MILLION(S125.000,000.00)DOLLARS 'Ibis Power of Attorney is granted and is signed by facsimile under:md by the authority of the following Resolutions adopted by the Boards of Directors of North American Specialty Insurance Company and Washington International Insurance Company at meetings duly called and held on March 2.1.2000 and Westport Insurance Corporation by written consent of its Executive Committee dated July 18,2011. "RESOLVED,that;my two of the President,any Senior Vice President,any Vice President,any Assistant Vice President. the Secretaryor any Assistant Secretary be,and each or any of them hereby is authorized to execute'a Power of Attorney qualifying the attorney named in the given Power of Avomey to execute on behalf of the Company bonds,undertakings mid all contracts of surety,and that each or any of them hereby is authorized to attest to the execution of any such Power oCAttomey and to attach therein the seal of the Company; and it is FURTHER RESOLVED,that the signature of such officers and the seal of the Comport'may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile,and ally such Power of Attomcy or certificate bearing such facsimile signatures or facsimile seal shall be binding upon the Company when so affixed and in the future with regard to any bond,undertaking or contract of surely to which it is attached." `pQCG\AlliY7,yy�0� J gr,lO,till� 4_pPPOitTr L .�4,.�p. Raj La SEAL kl.D� I <^ [ Senn�ir<Preuden•INonO Am[rRle SDrrialnln[ur prr e•mw•r mo! ry 197J65rnior YirePmidrn(vr N'nlpert lnmrure By\rn.n.no!sml•rvier P, ndnnawaihinn^n lmrm•Ipml I munnn cunp.ny •• 6 Smi•r\ire Pmidrn[sr N•rth Avirirm Sprr_Wn I.......Cm,pany A$.,dsr\'ire Prtpdm(ar N'nry•rl lnauranrr(•ryvnnm LN WITNESS WHEREOF.North American Specialty Insurance Company.Washington International Insurance Company and Westport Insurance Corporation have caused their official seals to be hereunto affixed,and these presents to be signed by their authorized officers this this 19TH dayof JUNE 70 1a North American Specialty Insurance Company Washington International Insurance Company State of Illinois \Vempor Insurance Corporation Count%,of Cook ss: On this 19THdav of JUNE ,20 19,before me,a Notary Public personally appeared Steven P.Anderson ,Senior Vice President of Washington International Insurance Compmiy mid Senior Vice President of North American Specialty Insurance Company and Senior Vice President of Westport Insurance Corporation and Michael A. It Senior Vice President of Washington International Insurance Compmiy and Senior Vice President of IN'orh American Specialty Insurance Company and Senior Vice ['resident of Westport Insurance Corporation, personally known to me,who being by me duly sworn,acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrument to be the voluntar}'act and deed of their respective companies. OFFICIAL SL.t ` Noory DulL[.Smcsni:nv. , \ � •�. KEANY uy Commnvm vy.. umu:drJ M. Kenny,Notary Public ` 1, Jeffrev Goldberg the duly elected Vice President and Assistant Secretary of North American Specialty Insurance Company,Washington International Insurance Company mid Westport Insurance Corporation do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney given by said North American Specialty Insurance Company,Washington International Insurance Company and Westport Insurance Corporation which is still in full force and effect. IN WITNESS WHEREOF.1 have set my hand and affixed the seals of the Companies this''-2nd day of MARCH ,20 21 J<n,n GWdOrrq.vice Prmaml t.Assif[W se<rtYn pru'iyhin(ion wanvnmtl M,vuxe cdmw,p e N"Amc.SpeoaJh[lti.Cpr Avia PradmrSAss,<un15cvpvr of wu�I,uuranu Cmppnum o � 121 NU J G LINE ° $ G�� C�?ti9�C1/i (?iecintloqs LLC vL�.J To: City of Huntington Beach No Line Technologies, LLC A71N: Office of the CitT Clerk 102 Second Street Suite B. 200 Main Street Encinitas, CA 92024 Huntington Beach, CA 92648 Sealed Bid For "FY2020/21 Sewer Lining Project" in the City of Huntington Beach — DO NOT OPEN WITH REGULAR MAIL Deliver to the office of the City Clerk, 200 Main Street, Second Floor BID DATE: March 30t'', 2021 @ 11 :OOam