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HomeMy WebLinkAboutMehta Mechanical Co. Inc., dba MMC Inc. - 2020-06-01 (2) RE tip B�� CITY CLERK RECEIPT COPY • Return DUPLICATE to 4. City Clerk's Office (Name ��� after signing/dating r1 (Date) Q CITY OF HUNTINGTON BEACH , e INTERDEPARTMENTAL COMMUNICATION TO: City Treasurer FROM: City Clerk DATE: /1/I 1-I/2Z. SUBJECT: Bond Acceptance I have received the bonds for f/eht- , . Ali iAn/t, 7(1r m //L C. /[ h_,Pi r /n (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. we A/59254-g/ 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 ('zL-) (Council Approval Date) II � CQ CC No. I 5 J) J Agenda Item No. f)i) /4 Z/ " MSC No. City Clerk Vault No. k(_lL>• L5Z) Other No. SIRE System ID No. 771je4/(D g:/forms/bond transmittal to treasurer ' inCITY OF HUNTINGTON BEACH .4 INTERDEPARTMENTAL COMMUNICATION DATE: 11/4/2022 TO: THOSE LISTED HEREON ��,,(( FROM: John Martin PW Contract Administrator jAA SUBJECT: Retention Release Payment- l!!PO#26021 OJ Supplier#101278 Co.#210 Saybrook Lane Sewer Lift Station, Project#CC 1585 Contractor's Name: MMC, Inc. Address: 5901 Fresca Dr. City, State and Zip Code: La Palma,CA 90623 Phone Number: (714)521-2022 City Business License Number: A300902 Notice of Completion (Date by City Clerk): 7/26/2022 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 that no stop notices are on file. 11( Date Sean Crumby, Dir of Public Works I certify that there are no outstanding invoices on file. )1-t1 Date Joyce Z ks, Deputy City Treasurer I certify that no stop notices are on file, and that a g - =my bond has been filed with the City Clerk's Office. /( 00(01 --__ Dat JEnisliClerk ///1.22 • k 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 • MIlfi 101 I 11011110111III111111E11111111IIIIIIIIIII`NOFEE * 5 R 0 0 1 3 8 6 8 7 9 9 $ * PLEASE COMPLETE THIS INFORMATION 2022000258599 9:09 am 07/26/22 RECORDING REQUESTED BY: 227 RW9A N12 1 0.00 0.00 0.00 0.00 0.00 0.00 0.04.0,0.00,00:0t00 i - WHEN RECORDED MAIL TO: - } CITY OF HUNTINGTON BEACH PUBLIC-WORKS DEPARTMENT Attn:John Martin P.O.Box 190-•2000 Main Street Huntington Beach,CA 92648 f i I i THIS SPACE FOR RECORDER'S USE ONLY i 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 MMC,Inc.,who was the company thereon for doing the following work to-wit: Saybrook Lane Sewer Lift Station,Project of CC 1685 f.; That said work was completed 05/19/2022 by said company according to plans and specifications and to the satisfaction the City Engineer of(theOityjof Huntington Beach and that said work was accepted by the Director of Public Works on 05/19/2022,per City Council Resolution No.2003-70 adopted October 6,2003. That upon said contract Old Republic Surety Company,•was surety for the bond given by the said compan i as required by law. This document is solely for the official business of the City of Huntington Beach,as contemplated under Government Code Section 27363 and should be recorded free of charge. -7/ D21 Di for o u tic s or City Engineer Date City of Huntington Beach,California STATE OF CALIFORNIA) County of Orange )ss: City of Huntington Beach I,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. 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 Orang= ounty. This document is solely the official business of f$b2/ the City of Huntington Beach,as contemplated t g '� y under Government code section 27383 and •r o orks or CityEngineer Da e should be recorded free of charste. City of Huntington Beach,California THIS PAGE IS ADDED TO PROVIDE ADEQUATE SPACE FOR RECORDING INFORMATION (Additional recording fee applies) i t}t Bond No.WCN5925791 Executed in Duplicate MAINTENANCE BOND KNOW ALL PERSONS BY THESE PRESENTS: That Mehta Mechanical Company,Inc.dba MMC,Inc. (contractor's name) 5901 Fresca Dr.,La Palma,CA 90623 (contractor's street address,city and state and zip code) as Principal(hereinafter called Contractor),and: Old Republic Surety Company (surety's name) PO BOX 1635,MILWAUKEE,WI 53201-1635 • (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 Milwaukee as Surety(hereinafter called Surety),are held firmly bound unto CITY OF HUNTINGTON BEACH as Obligee (hereinafter called Owner), in the amount of Three Million Nine Hundred Twenty Four Thousand Three Hundred Seventy and 64/100 Dollars ($3,924,370.64 ), 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, 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 June 17 ,20 20,entered into a contract with Owner for the Saybrook Lane Sewer Lift Station,Project#CC 1585 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 October 6 ,2022, 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 6th day of October ,20 22 Principal Raised Corporate Seal Mehta Mechanical Company, Inc.dba MMC, Inc. [MUST BE AFFIXED] (Contractor Name) By: (Seal) i i ? C: �i Principal Raised Corporate Seal tJl�15 ' "`" [MUST BE AFFIXED] PRE's1)14 (Title) Old Republic Surety Company (Surety am By: eal) milie George, tt rney-i Fact APPROVED AS TO ) • f/j�' /' NOTES: Michael E. Ga es, City Attorney / 1. Acknowledgments must be completed and returned ,� i as part of the bond. L ;A �� 2. Raised Corporate Seals are mandatory. 4-3 3. Please attach Power of Attorney. 15-4584/118138 2 CALIFORNIA ACKNOWLEDGMENT CIVIL CODE § 1189 #``ogi. ksmili amoggc'io'X oo.›iwit vsa .*.00~i z,3 '?#y4:,pwoi,Fi :t - 0. .`.. A notary public or other officer completing this certificate verities 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 Orange Countyof_.—._...----._..............._.._...___.._—_.__....____.__`___ nnrr J. Smith, Notary Public On 115rJ O .L.Q L..__- before me, Date Here Insert Name and Title of the Officer Emilie George personallyappeared _..__..._...._...____...._..._........__....__..._.._...._..._..._..._..._...._................---_...._.,_._._.____....----._._____....__..__._._.__._..__....._...___....._-__.__ — __ NnmoI j ni Si inns f• 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. SMI'. I certify under PENALTY OF PERJURY under the is Notary%Di1C-California ( ; Orange County laws of the State of California that the foregoing ' Commissto,s 2358196 paragraph is true and correct. My Comer.Exoi•es May 19,2025 WITNESS my hand and official seal. 1111604, Signature _......._.._...._. Place Notary SE,7i and/or Slump Above iooture of Notary Public i_......_.................... ___........................_....._..........__.........--..____._._.... _...._ _ ...__._.._.. - 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: Document Date: —__ __.___..__.._......_..___.._____..____-.-._Number of Pages: Signer(s) Other Than Named Above: Capacityaes) Claimed by Signer(s) Signer's Name: Signer's Name: Corporate Officer Titie(s): 0 Corporate Officer -Title(s): ❑ Partner- 0 Limited r,1 General ❑ Partner -- 0 Limited ❑ General ❑ Individual Li Attorney in Fact 0 individual ❑ Attorney in Fact ❑ Trustee 0 Guardian or Conservator 0 Trustee ❑ Guardian or Conservator Other: � 0 Other: Signer is Representing:__.........._..._.....___..... ...... ........................_.... Signer is Representing: _.......... _ — —.— __..._ ;'2019 National Notary Association * 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: James W..Moilanen,Yung T.Mullick,Christine Hoang,Irene Luong,Emilie George,P.Austin Neff,Danielle Hanson of Mission Viejo,CA its true and lawful Attorney(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, self-insurance workers compensation bonds guaranteeing payment of benefits, or black lung bonds),as follows: ALL WRITTEN INSTRUMENTS and to bind OLD REPUBLIC SURETY COMPANY thereby, and all of the acts of said Attorneys-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 attorney-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 attorneys-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 April 2021 OLD REPUBLIC SURETY COMPANY SWcoeroe.t.,O% _ .. — -o SEAL .->€ A..-jaA . rasp 't c As+...:.nt Secreta �'<,,, President STATE OF WISCONSIN,COUNTY OF WAUKESHA-SS On this 16th day of April 2021 ,personally came before me, Alan Pavlic 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 sworn,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. J yt rotee ' • flasoiet. AV91.�'+• Notary Public 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 fore 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. A 6th October 2022 74 9092 ; aEAI 7= Signed and sealed at the City of Brookfield,WI this day of rosy �� ORSC 22262(3-06) ' Assist t Secreta Bond Exchange 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: CC1585 Project: Saybrook Lane Sewer Lift Satation 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 25 day of May , 20 22 , at La Palma,( lifornia. C"-------"44 MMC Inc. �—� /L (Contractor Name) APPROVED O FO By: M., ael E. Gates • y Attorney 1 CONTRACTOR'S CERTIFICATE Mohan Singh Mehta , state and certify that: (Name of Declarant) 1. MMC Inc. is the general contractor to the City of Huntington Beach("City")on Contract No. CC1585 (the "Contract") for the construction of the public work of improvement entitled: Saybrook Lane Sewer Lift Satation (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"): 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 La Palma CA on this 25 day of May , 20 22 —, (Signature of Declarant APPROVED AS ORM Michae) . Gates City6Attorney 1 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: CC1585 Project: Saybrook Lane Sewer Lift Satation 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 25 day of May , 20 22 , at La Palma CpCalifo M G h • , re).cZ4X.�� (Contractor Name) APPROVED • F By: Mic►.el E. Gates Ci• Attorney 1 SAIA Document G7O7TM — 1994 Consent Of Surety to Final Payment Bond No.:WCN5925791 PROJECT:(Name and address) ARCHITECT'S PROJECT NUMBER: CC1585 OWNER:ki Saybrook Lane Sewer Lift Station ARCHITECT: Replacement,Project#CC1585 CONTRACT FOR: Construction 23 CONTRACTOR: SURETY:Ei TO OWNER:(Name and address) CONTRACT DATED: June 17,2020 OTHER:Ei City of Huntington Beach 2000 Main St. Huntington Beach,CA 92648 In accordance with the provisions of the Contract between the Owner and the Contractor as indicated above,the (Insert name and address of Surety) Old Republic Surety Company P.O.Box 1635 Milwaukee,WI 53201-1635 ,SURETY, on bond of (Insert name and address of Contractor) Mehta Mechanical Company,Inc.dba MMC,Inc. 5901 Fresca Dr. La Palma,CA 90623 ,CONTRACTOR, hereby approves of the final payment to the Contractor,and agrees that final payment to the Contractor shall not relieve the Surety of any of its obligations to (Insert name and address of Owner) City of Huntington Beach 2000 Main St. Huntington Beach,CA 92648 ,OWNER, as set forth in said Surety's bond. IN WITNESS WHEREOF,the Surety has hereunto set its hand on this date: September 27,2022 (Insert In writing the mom hfollowed by the numeric date and year.) Old Republic Surety Company 114/111 ' (Signature of authorized r esen 've) - w, Attest:---. Emilie Georg ,Attorney-in-Fact (SW):` - .=. (Printed name and title) MA Document G70711-1994.Copyright 01982 and 1994 by The American Institute of Architects.MI rights reserved.WARNING:This AIAe Document is protected by U.S.Copyright Law and intematlonet Trestles.Unauthorized reproduction or distribution of this Me Document,or any portion of it, may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law, CALIFORNIA ACKNOWLEDGMENT CIVIL CODE§1189 . asra,ilei '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 Orange County of SEP 2 7 2012 J. Smith, Notary Public On before me, _ _. ....__.-..._..____.-__._. ________._.___...._.._._ , Date Emilie George Here insert Name and Title of the Officer personally appeared .__.______-__.. J_..__. . _ __.._..__..._ 1'.Ulne((i or Siamms) who proved to me on the basis of satisfactory evidence to be the person(s)whose names)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 i1' J.SuITH laws of the State of California that the foregoing 1 "Ail N0 'pubNc C'0ffornia paragraphis true and correct. i �: ,1.4.-7 Ori�e Cavity T,a Com;niuion!2358196 au-�.- My Corr".Expres Nay 19,2025 WITNESS my hand and official seal. Signature . .. -_- . _ Place Notary Seal andter Stamp Ahow Signature of Notary Public • OPTIONAL Completing this information can detor alteration of the document or fraudulent reattachment of this form 10 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— 0 Limited D General Cl Partner— U Limited U General ❑ Individual CI Attorney in Fact CI Individual 0 Attorney in Fact ❑ Trustee 0 Guardian or Conservator 0 Trustee 0 Guardian or Conservator 0 Other: _ _w.___�.._ ___. ❑ Other: Signer is Representing _ Signer is Representing: -- 1,2019 National Notary Association **** * 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: James W..Moilanen,Yung T.Mullick,Christine Hoang,Irene Luong,Emilie George,P.Austin Neff,Danielle Hanson of Mission Viejo,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 delver 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 ball bonds, bank depository bonds, mortgage deficiency bonds,mortgage guaranty bonds, guarantees of installment paper and note guaranty bonds, self-insurance workers compensation bonds guaranteeing payment of benefits, or black lung bonds),as follows: ALL WRITTEN INSTRUMENTS and to bind OLD REPUBLIC SURETY COMPANY thereby,and all of the acts of said Attorneys-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 attorney-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 (ii) when duly executed and sealed (if a seal be required) by one or more attorneys-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 April 2021 OLD REPUBLIC SURETY COMPANY is.. SEAL• ��ry yPp4 As iladt44491.6nt secrete ▪ � President STATE OF WISCONSIN,COUNTY OF WAUKESHA-SS On this 16th day of April 2021 ,personally came before me, Alan Pavlic 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 sworn,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. + ` 4• fiongriet. :.,eb.•� NotaryPuwc My Commission Expires: September 28.2022 CERTIFICATE (Expiration of notary's commission doss 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. • — +eey%Bcir Rs ,« " 27th September 2022 - 74 9092 SEAL Sired and sealed at the City of Brookfield,WI this day of p ORSC 22262(3-06) '� .. t Secret:: Bond Exchange _ RECEIVED BY: CITY CLERK RECEIPT COPY Return DUPLICATE to City Clerk's Office (Name) after signing/dating (Date) Q CITY OF HUNTINGTON BEACH INTERDEPARTMENTAL COMMUNICATION it TO: City Treasurer FROM: City Clerk DATE: /I/•11/ SUBJECT: Bond Acceptance I have received the bonds for > irtA litaii t JG..I 67 , 1il4 . l/1 (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. It W5125' 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 P /AU dee) (Council Approval Date) CC No. 15555 Aim No. 020—/4e La. MSC No. City Clerk Vault No. &dd. SD Other No. SIRE System ID No. .53 ?r!DZeD g:/forms/bond transmittal to treasurer gY { Recorded in Official Records, Orange County Hugh Nguyen, Clerk-Recorder pp NO FEE * $ R 0 0 1 3 8 6 8 7 9 9 $ PLEASE COMPLETE THIS INFORMATION 2022000258599 9:09 am 07/26/22 ? RECORDING REQUESTED BY: 227 RW9A NI 1 n 0.00 0.00 0.00 0.00 0.00 0.00 0.000.000.00 0100 t ) WHEN RECORDED MAIL TO: i CITY OF HUNTINGTON BEACH t PUBLIC WORKS DEPARTMENT Attn:John Martin a P,O. Box 190—2000 Main Street Huntington Beach,CA 92648 - i f THIS SPACE FOR RECORDER'S USE ONLY TITLE OF DOCUMENT t NOTICE OF COMPLETION i 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 MMC, Inc.,who was the company thereon for doing the following work to-wit: " i Saybrook Lane Sewer Lift Station,Project#CC 1686 That said work was completed 06/19/2022 by said company according to plans and specifications and to the satisfaction bf the City j Engineer ofthe.City;of Huntington Beach and that said work was accepted by the Director of Public Works on 05/19/2022,per City i Council Resolution No.2003-70 adopted October 6,2003. That upon said contract Old Republic Surety 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,as contemplated under Govemment Code Section ! 27383 and should be recorded free of charge. i I 7 2 � Di for oTPuTlic Wbfks or City En Date City of Huntington Beach,California STATE OF CALIFORNIA) County of Orange )ss: City of Huntington Beach ) I,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. 1 declare under penalty of pedury 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 Orang ounty. I This document is solely the official business of 7 the City of Huntington Beach,as contemplated under Government code section 27383 and r o c orks or City Engineer Date I should be recorded free of char4e. City of Huntington Beach,California I THIS PAGE IS ADDED TO PROVIDE ADEQUATE SPACE FOR RECORDING INFORMATION (Additional recording fee applies) i i i 1 i CALIFORNIA PRELIMINARY 20-DAY NOTICE USE PROOF OF SERVICE AFFIDAVIT OF CALIFORNIA PRELIMINARY 260AY NOTICE ON BLUE COPY (PUBLIC AND PRIVATE WORK) IN ACCORDANCE WITH SECTION 3097 AND 309S,CALIFORNIA CIVIL CODE CONSTRUCTION LENDER or YOU ARE HEREBY NOTIFIED THAT ... . w Reputed Construction Lender, if any Beye,- ,/arc 44.110 5•41QVlEYQR /NL 5'7 2 / L cOFF r✓E m UA/7/�✓c67lJlJi1� tXl'.S� C°s9 �Llef^� puns ant ad6ela d peram ar pHas furnished or wd0 furnish labor, services, egMpment or ( We"s of QIe rollovi g general description: . - - L.4,✓o Se-.everi c, SF.eyic�S �" (ysrtlarcWlFndew Yev ruby q�YriaasmYYb M�INeAvbE�RmtlM) . m for the bhlfl ng,structure pr clherwprk of knpmvanmqt located at: cjAVfSQ�».0 4Gf/F/G .rl7�.t/lo�N OWNER Or PUBLIC AGENCY sgt,,gcm s oh or Reputed Owner (on public work) (wd&a ora..aaemd)ob aft.w9d,0am.hierefficebwo (on private work) The name of the parson or rum who oontracted for the purchase of such labor.Semces,equipment or material: O fl7-r' of vW nt*7Gu/ 46✓ MMG IA16 2000 /44/,A/ 57°e�� NOTICE TO PROPERTY OWNER L°A %265-9 t hills are not paid In M for the labor,WOODS.egWpment,or 1112sMa13 furnished 0r to be furnished,a medrenic'n Ian leading to the loss,Through court toredosure proceedings, of all ar part of your property beleg so _ Ir ngnoved may be placed a9avut the property wren Ihmhgh you have Palo your contractor in fun. You may wish to probed yourset against this consequence by(1)regUift you COntredar to famish a signed release by the pe1sDe of ten 9>virr9 y0u this notiCe 0Bf01e makkn u 9 Payment to your Construction loan no. (if known) . cm*ador,(2)mgrdrbVyourcanaadorb MYsh a mold to odablIsa Net you paid Me contractor in 0:0 and remr&g no teler Om 3D days born u1 reaefpr at BYspr "teary noblae an eltdevit Nat you pad the wnbector In W hot), oe (3) any other method or device that Is approprttle under the ORIGINAL CONTRACTOR or CIFOINFIShInC53. E The taNdzed torguage nee badWed in the notice by a Reputed Contractor, if any draft g error In Senate BIN 914 and may be disregarded. The parson or rmm giving this notice is required,purebred to a 009e0/fva bust fund (�gmernent.to d in C�ys Code $ntal hi benepsaid d Is identfled as fatswa:(str&e It Inapplicable) 0 (acme) i (a0dreu) hu ( Y ( a SUBCONTRACTOR (run* with whom claimant has contracted Ix ) ,yMC / G MWW Oft date: 59a/ F.e£Scc�4 t.i�uheo) lrttU 1,4 ,3&IWq el,4 - cps�3 An estbnate or the tow price of the tabor,services,equtpment or / mataiah furnished or to be furnished ts: CJalWid lAP�l1'3ft'�RY'ADAY rIbmsOT�LEMera 72�a11�a) snil!I V:'4 . 02M WOLCOM FORMS.INC. . t-or further Information, please refer to the text of Section 3097, Section 3097.1 and Section 3098 of the CafiFomia Civil Code. Should you have any doubt as to the usefulness of this form for your purposes you are urged to consult your own attorney. PRIVATE WORK PUBLIC WORK PROOF OF SERVICE AFFIDAVIT PROOF OF SERVICE AFFIDAVIT Section 3WA(a)California Civil Code Section 3088 CaUtarrta CIA Code. IF BY MAIL IF BY MAIL declare: declare: That 1 served copies of this California PrermWnary 2"" That I served copies of this California Preliminary 2"W Notice by First Class wed man.postage prepaid,an the Notice by First(less reghtenifterliftled mall,postage prepaid.on the lender, owner, original contractor and subcontractor with whom I public agency,contractor and a bmthectorwth wham I tort acted at contacted at their respective addresses as shown on the reverse side theb respective addresses as sham on the reverse aide,on the L cn the_day of day of MAC 2v7—/ . 1 declare undapeneHy of perpsy that the foregoing Is true and correct. I declare order penally of perjay that the foregoing is hue and coned. Executed on the_day of at Executed err Ma/day of AMY zeej .at California. �� California. Signature of person making service Signature Person malong service (Attach receipts and return receipts of registered or oartflied mail (Abode receipts and return meoatpts of registered or oarlifled mail andior phd000pies of record of deUvary and receipt maintained by the ani t pI I ea of raced of delivery and receipt nati tabled by the Poet Office.) Past Office.) IF BY PERSONAL SERVICE IF BY PERSONAL SERVICE 1, .declare: I. declare: That I served copies of this California Preliminary.2"ay That I served aoplas of this California PreUndrmry 2040ay Notice on the parties named an the reverse side at the pieces and on Notice on to parties named on to reverse aide at the pieces and on the dates shown below: the dates shown beloor. Lender at Public Agency at on the day of an the_day of . owner at Contractor at on the_day of an the_day of Cordrector at subcontractor at ° on the_day of on the_day of Subcontractor at I declare utter poi wity of perjuq Sal the I gdr g to true and correct on the_day of Executed an the_day of at I declare under penalgv of perjury Mat the foregoing Is true and Correct. CaUfornW, Executed on Me_day of .at.- . .. . Signature of person mskimy)service Celffomia. Signatfre of person making service N = o N y 0 - - YOfn D v Tom• 3 (Tl � r .D RECEIVED BY: CITY CLERK RECEIPT COPY Return DUPLICATE to (� City Clerk's Office (Name) after signing/dating (Date) F B CITY OF HUNTINGTON BEACH INTERDEPARTMENTAL COMMUNICATION O TO: City Treasurer FROM: City Clerk DATE: SUBJECT: Bond Acceptance I have received the bonds for i���/2 >�� fi7Gr6'"1%i'r_ C l•'ia')�li1f'?t�1� ��7r' lld (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. 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 (Council Approval Date) CC No. 1�5��� Agenda-Item No. MSC No. City Clerk Vault No. Z11,116Z). t5l Other No. SIRE System ID No. 6-Sq,1 11D101) g1forms/bond transmittal to treasurer CITY FUNDED CONSTRUCTION CONTRACT BETWEEN THE CITY OF HUNTINGTON BEACH AND Mehta Mechanical Co.Inc.,dba MMC Inc. FOR Saybrook Sewer Lift Station Project,CC1585 THIS AGREEMENT("Agreement")is made and entered into by and between the City of Huntington Beach, a municipal corporation of the State of California,hereinafter referred to as "CITY,"and Mehta Mechanical Co.Inc.,dba MMC Inc. ,a California corporation,hereinafter referred to as "CONTRACTOR." WHEREAS,CITY has solicited bids for a public works project,hereinafter referred to as "PROJECT,"more fully described as Saybrook Sewer Lift Station Project,CC1585 in the City of Huntington Beach;and CONTRACTOR has been selected to perform said services, NOW, THEREFORE, in consideration of the promises and agreements hereinafter made and exchanged the parties covenant and agree as follows; 1. STATEMENT OF WORK ACCEPTANCE OF RISK CONTRACTOR shall complete and construct the PROJECT 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, services and facilities necessary to complete and construct the PROJECT in a good and workmanlike manner. CONTRACTOR agrees to fully assume the risk of all loss or damage arising out of the nature of the PROJECT, during its progress or prior to acceptance by CITY, from the action of the elements, from any unforeseen difficulties which may arise or be encountered in the I 16-5195/City Funded Construction Contract.docx—revised 04/2016 prosecution of work, and for all other risks of any description in connection with the work, including, but not limited to, all expenses incurred by or in consequence of the suspension or discontinuance of work, except such as are herein expressly stipulated to be borne by CITY, and for well and faithfully completing the work within the stipulated time and in the manner shown and described in this Agreement, and in accordance with the requirements of CITY for the compensation set forth in the accepted bid proposal. 2. ACCEPTANCE OF CONDITIONS OF WORK;PLANS AND SPECIFICATIONS CONTRACTOR acknowledges that it is fully familiar 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 Agreement based upon its thorough investigation of all such matters and is relying in no way upon any opinions or representations of CITY. It is agreed that the Contract Documents are incorporated into this Agreement by this reference,with the same force and effect as if the same were set forth at length herein, and that CONTRACTOR and its subcontractors, if any, shall be bound by the Contract Documents insofar as they relate in part or in any way, directly or indirectly, to the work covered by this Agreement. "Contract Documents" as defined 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 contractual provisions,including those on file in the office of the Department of Public Works of CITY,and any revisions, amendments or addenda thereto; 2 16-5195/City Funded Construction Contract.docx—revised 04/2016 D. The edition of Standard Specifications for Public Works Construction, published by Builders'News,Inc., 10801 National Boulevard,Los Angeles, CA 90064, and all amendments thereto, written and promulgated by the Southern California chapter of the American Public Works Association and the Southern California District Associated General Contractors of the California Joint Cooperative Committee as specified in the particular Plans, Specifications,Special Provisions and Addendum applicable to the Project; E. Bid documents including the Notice Inviting Bids, the Special Instructions to Bidders and the CONTRACTOR's proposal,(which is attached hereto as Exhibit"A" and incorporated herein by this reference); F. The particular Plans, Specifications, Special Provisions and Addenda applicable to the PROJECT. Anything mentioned in the Specifications and not indicated in the Plans or indicated in the Plans and not mentioned in the Specifications,shall be of like effect as if indicated and mentioned in both. In case of a discrepancy between any Plans, Specifications, Special provisions, or Addenda, the matter shall be immediately submitted by CONTRACTOR to the Director of Public Works of CITY or his or her written designee (hereinafter referred to as "DPW"), and CONTRACTOR shall not attempt to resolve or adjust 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 Agreement and the bid or proposal of CONTRACTOR, then this Agreement shall control and nothing herein shall be considered as an acceptance of the terms of the bid or proposal which is in conflict herewith. 3 16-5195/City Funded Construction Contract.docx—revised 04/2016 3. COMPENSATION CITY agrees to pay and CONTRACTOR agrees to accept as full compensation for the faithful performance of this Agreement,subject to any additions or deductions made under the provisions of this Agreement or the Contract Documents, a sum not to exceed Three Million Six Hundred Eighty Four Thousand Four Hundred Dollars ($ 3,684,400.00 ), as set forth in the Contract Documents,to be paid as provided in this Agreement. 4. COMMENCEMENT OF 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 Two Hundred Twenty 2( 20 )consecutive Working days from the day the Notice to Proceed is issued by DPW, excluding delays provided for in this Agreement. 5. TIME OF THE ESSENCE The parties hereto recognize and agree that time is of the essence in the perfonnance of this Agreement and each and every provision of the Contract Documents. 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 forth in the Contract Documents. CONTRACTOR shall coordinate its work with the work of all other contractors, subcontractors, and CITY forces working on the PROJECT in a manner that will facilitate the efficient completion of the PROJECT and in accordance with the terms and provisions of this Agreement. CITY shall have complete control of the premises on which the work is to be 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 work of other contractors, 4 16-5195/City Funded Construction Contract.docx—revised 04/2016 subcontractors and CITY forces and, in general, all matters concerning the timely and orderly conduct of the work of CONTRACTOR on the premises. 6. CHANGES 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 perform all work necessary within the scope of the PROJECT as DPW may require in writing. Under no condition shall CONTRACTOR make any changes without the prior written order or acceptance of DPW, and CITY shall not pay any extra charges made by CONTRACTOR that have not been agreed upon in writing by DPW. When directed to change the work, CONTRACTOR shall submit immediately to DPW a written cost proposal reflecting the effect of 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 be negotiated by 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 downward accordingly. 7. NOTICE TO PROCEED No work, services, material, or equipment shall be performed 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 be available on the date the Notice to Proceed is issued. In the event of a delay in commencement of the work due to unavailability of the job site,for any reason,relief to CONTRACTOR shall be limited to a time extension equal to the delay due to such unavailability. 5 16-5195/City Funded Construction Contract.docx—revised 041.2016 8. BONDS Only bonds issued by California admitted sureties will be accepted. CONTRACTOR shall,prior to its performance of this Agreement, furnish the following two (2) bonds approved by the City Attorney: One in the amount of one hundred percent(100%) of the contract price to guarantee the CONTRACTOR'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 of one hundred percent (100%) of the final contract price, including all change orders, to warrant such performance for a period of one(1)year after CITY's acceptance thereof within ten (10)days of filing of the Notice of Completion. 9. WARRANTIES CONTRACTOR unconditionally guarantees all work done under this Agreement including, but not limited to, any workmanship, installation, fabrication, material or structural facilities constructed. CONTRACTOR,within ten (10) days after notice by CITY of any defect in the work, shall have the option to make appropriate repairs or replace the defective item or items. Upon expiration of such ten (10) day period, CITY may then make appropriate repair or replacement at CONTRACTOR's risk and own cost and expense. 10. INDEPENDENT CONTRACTOR It is understood and agreed that CONTRACTOR 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 for any and all payment of all taxes, social security, state disability insurance compensation, unemployment compensation and other payroll 6 16-5195/City Funded Construction Contract.docx—revised 04/2016 deductions for CONTRACTOR and its officers, agents and employees and all business licenses, if any,in connection with the PROJECT and/or the services performed hereunder. 11. LIQUIDATED DAMAGES/DELAYS It is agreed by the parties hereto that in case the total work called for hereunder is not in all parts and requirements finished or completed within the number of calendar days as set forth herein, damage will be sustained by CITY; and that it is, and would be, impractical and extremely difficult to ascertain and determine the actual damage which CITY would sustain in the event of and by reason of such delay. It is, therefore, agreed that CONTRACTOR will pay to CITY, as liquidated damages and not as a penalty, the sum of One Thousand Five Hundred Dollars ($ 1,500 ) per each calendar day's delay in completing the work in excess of the number of working/calendar days set forth herein, which represents a reasonable endeavor by the parties hereto to estimate a fair compensation for the foreseeable damages CITY would sustain in the event of and by reason of such delay;and CONTRACTOR agrees to pay these damages herein provided,and further agrees that CITY may deduct the amount thereof from any monies due or that may become due to CONTRACTOR hereunder. CONTRACTOR will be granted an extension of time and will not be assessed damages for any portion of the delay in the completion of the work due to unforeseeable causes beyond the control and without the fault or negligence of CONTRACTOR, including, but not limited to, acts of God or of the public enemy, fire, floods, epidemics, quarantine restrictions, strikes, unsuitable weather,or delays of subcontractors due to such causes. CONTRACTOR shall, within fifteen (15) days from the beginning of any such delay(unless DPW shall grant a further period of time),notify DPW in writing of the cause of the 7 16-5195/City Funded Construction Contract.docx—revised 04/2016 delay and CITY shall extend the time for completing the work if, in its judgment, the findings of fact thereon justify the delay;and the decision of DPW shall be conclusive on the parties hereto. Should CONTRACTOR be delayed in the prosecution or completion of the work by the act, neglect or default of CITY, or should CONTRACTOR be delayed by waiting for materials required by this Agreement to be furnished by CITY, or by damage caused by fire or other casualty at the job site for which CONTRACTOR is not responsible, or by the combined action of the workers, in no way caused by or resulting from default or collusion on the part of CONTRACTOR, or in the event of a lockout by CITY, then the time herein fixed for the completion of the work shall be extended by the number of days CONTRACTOR has thus been delayed,but no allowance or extension shall be made unless a claim therefor is presented in writing to CITY within fifteen(15)days of the commencement of such delay. No claims for additional compensation or damages for delays, irrespective of the cause thereof, and including without limitation the furnishing of materials by CITY or delays by other contractors or subcontractors will be allowed and an extension of time for completion shall be the sole remedy of CONTRACTOR. 12. DEMANDS FOR ADDITIONAL TIME OR MONEY. A. Definitions. (1) "Change Order"means a document signed by the CONTRACTOR and CITY which authorizes an addition, deletion or revision in the work, or an adjustment in the Compensation under Section 3,or the Completion Time specified at Section 4. (2) "Demand" means a written demand for a Change Order by the CONTRACTOR for any of the following: (a) A time extension; 8 16-5195/City Funded Construction Contract.docx—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 of an amount the CITY disputes; (d) Any disputes and other matters relating to the acceptability of the work performed or the interpretation of the Contract Documents; (e) A request for a time extension or additional payment based upon differing 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 job site, of an unusual nature,differing materially from those ordinarily encountered and generally recognized as inherent to work of the PROJECT; or (f) A request for a time extension or additional payment based upon acts of neglect by CITY or due to fires,floods,labor 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 may 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 event giving rise to the Demand. The Demand shall be in writing and include all documents necessary to substantiate the Demand. The DPW shall act on the Demand within fifteen(15) days after receipt, including by requesting additional information from the CONTRACTOR to determine whether to approve the Change Order the Demand seeks. The DPW shall act on the Demand within.fifteen(15)days 9 16-5195/City Funded Construction Contract.docx—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 (30) days to submit a Demand under Subparagraph C, in the case of differing or unknown site conditions, immediately upon encountering the conditions, CONTRACTOR shall notify the DPW in writing of the conditions, so that the CITY may promptly investigate the conditions. E. If the CONTRACTOR disputes the DPW's written response on the Demand, or the CITY fails to respond within the time prescribed, the CONTRACTOR may so notify the City Engineer,in writing,either within fifteen(15)days of receipt of the City Engineer's response or within fifteen(15)days of the DPW's failure to respond within the time prescribed, respectively,and request an informal conference to meet and confer for settlement of the Demand. Upon the CONTRACTOR's request,the DPW shall schedule a meet and confer conference within thirty(30)days to seek to resolve. F. CITY and CONTRACTOR shall execute appropriate Change Orders covering changes to the time or price by executing the Change Order by mutual agreement. If the CITY and CONTRACTOR are unable to reach a mutual agreement,then the City Engineer shall issue a written decision on the claim within a reasonable time. G. Following the meet and confer conference, if the Demand remains in dispute,the CONTRACTOR may file a claim with the City as provided in Chapter 1 (commencing with Section 900)and Chapter 2(commencing with Section 910)of Part 3 of Division 3.6 of Title 1 of the Government Code. For purposes of those provisions, the running of the period of time within which a claim must be filed shall be tolled from the time the CONTRACTOR submits his 10 16-5195/City Funded Construction Contract.doex—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 confer process. 13. VARIATIONS IN ESTIMATED QUANTITIES The quantities listed in the bid schedule will not govern final payment. Payment to CONTRACTOR will be made only for the actual quantities of contract items used in construction of the PROJECT, in accordance with the plans and specifications. Upon completion of the PROJECT,if the actual quantities used are either more than or less than the quantities listed in the bid schedule,the bid price shall prevail subject to the provisions of this Section. DPW may,at its sole discretion, when warranted by the facts and circumstances, order an equitable adjustment, upwards or downwards, in payment to CONTRACTOR where the actual quantities used in construction of the PROJECT are in variation to the quantities listed in the bid schedule. No claim by CONTRACTOR for an equitable adjustment in price or time for completion shall be allowed if asserted after final payment under this Agreement. If the quantity variation is such as to cause an increase in the time necessary for completion,DPW shall ascertain the facts and circumstances and make such adjustment for extending the completion date as in its sole judgment the findings warrant. 14. PROGRESS PAYMENTS Each month DPW will make an estimate in writing of the work performed by CONTRACTOR and the value thereof. From each progress estimate, five percent (5%)will be deducted and retained by CITY and the remainder of the progress estimate, less the amount of all previous payments since commencement of the work,will be paid to CONTRACTOR. When CONTRACTOR has, in the judgment of DPW, faithfully executed fifty percent(501/o)or more of the value of the work as determined from the bid schedule, and if DPW finds that satisfactory progress has been and is being made, CONTRACTOR may be paid such 11 16-5195/City Funded Construction Contract.docx—revised 04/2016 sum as will bring the payments of each month up to one hundred percent(100%) of the value of the work completed since the commencement of the PROJECT,as determined in its sole discretion by DPW,less all previous payments and less all previous retained amounts. CITY's final payment to CONTRACTOR,if unencumbered,or any part thereof unencumbered,shall be made thirty-five (35) days after the acceptance of the work and the filing of a Notice of Completion by CITY. Provided,however,that in the event of a dispute between CITY and CONTRACTOR,CITY may withhold from the final payment an amount not to exceed 150 percent of the value of any disputed amount of work. Payments shall be made on demands drawn in the manner required by law,each payment to be accompanied by a certificate signed by DPW, affirming that the work for which payment is demanded has been performed in accordance with the terms of the Agreement and that the amount stated in the certificate is due under the terms of the Agreement. Partial payments on the contract price shall not be considered as an acceptance of any part of the work. 15. WITHHELD CONTRACT FUNDS SUBSTITUTION OF SECURITIES At the request and at the sole cost and expense of CONTRACTOR,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 any monies withheld by CITY to ensure performance under the terms of this Agreement. 16. AFFIDAVITS OF SATISFACTION OF CLAIMS 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 PROJECT have been paid in full and that there are no claims outstanding against the PROJECT for either labor or material, except certain items,if any,to be set forth in CONTRACTOR's affidavit covering disputed claims, 12 16-5195/City Funded Construction Contract.docx—revised 04/2016 or items in connection with Notices to Withhold, which have been filed under the provisions of the statutes of the State of California. 17. WAIVER OF CLAIMS The acceptance by CONTRACTOR of the payment of the final certificate shall constitute a waiver of all claims against CITY under or arising out of this Agreement. A. The CITY has ascertained from the Director of Industrial Relations of the State of California the general prevailing rate of per diem wages 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 work needed to execute this Agreement,and the same has been set forth by resolution on file in the office of the City Clerk of CITY. CONTRACTOR and any subcontractor under it shall pay not less than said prevailing wage rates to all workers employed on this public works Agreement,as required by California Labor Code Sections 1771 and 1774. In accordance with the provisions of Section 3700 of the California Labor Code, CONTRACTOR agrees to secure payment of compensation to every employee. B. Pursuant to this Agreement and in accordance with Section 1774 and 1775 of the California Labor Code,CONTRACTOR shall,as penalty to CITY,forfeit twenty-five dollars($25) for each calendar day or portion thereof for each worker paid(either by CONTRACTOR or any of its subcontractors)less than the prevailing wage rate established for that particular craft or type of work. 18. CALIFORNIA PREVAILING WAGE LAW A. The CITY has ascertained from the Director of Industrial Relations of the i State of California the general prevailing rate of per diem wages 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 work needed to execute this Agreement, and the same has been set forth by 13 16-5195/City Funded Construction Contract.doex—revised 04/2016 resolution on file in the office of the City Clerk of CITY. CONTRACTOR and any subcontractor under it shall pay not less than said prevailing wage rates to all workers employed on this public works Agreement,as required by California Labor Code Sections 1771 and 1774. In accordance with the provisions of Section 3700 of the California Labor Code, CONTRACTOR agrees to secure payment of compensation to every employee. B. Pursuant to this Agreement and in accordance with Section 1774 and 1775 of the California Labor Code, CONTRACTOR shall, as penalty to CITY, forfeit twenty-live dollars ($25) for each calendar day or portion thereof for each worker paid (either by CONTRACTOR or any of its subcontractors) less than the prevailing wage rate established for that particular craft or type of work. 19. CALIFORNIA EIGHT-HOUR LAW A. California Labor Code,Sections 1810 et seq,shall apply to the performance of this Agreement;thereunder,not more than eight(8)hours shall constitute one day's work and CONTRACTOR and each subcontractor employed by its hereunder, shall not require more than eight(8)hours of labor per day or forty(40)hours per week from any one person employed by it hereunder, except as stipulated in California Labor Code Section 1815. CONTRACTOR and each subcontractor employed by it hereunder shall, in accordance with California Labor Code Section 1812, keep an accurate 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 Agreement and in accordance with California Labor Code Section 1813, CONTRACTOR shall, as a penalty to CITY, forfeit twenty-five dollars ($25) for each worker employed hereunder by CONTRACTOR or any subcontractor for each calendar day during which such worker is required or permitted to work more than eight(8)hours in any one 14 16-5195/City Funded Construction Contract.doex—revised 04/2016 (1)calendar day or forty(40)hours in any one(1)calendar week in violation of California Labor Code Section 1815. 20. PAYMENT OF TRAVEL AND SUBSISTENCE ALLOWANCE Section 1773.8 of the California Labor Code,regarding the payment of travel and subsistence allowance is applicable to this PROJECT. 21. EMPLOYMENT OF APPRENTICES Section 1777.5 of the California Labor Code, regarding the employment of apprentices is applicable to this PROJECT. 22. PAYROLL RECORDS CONTRACTOR agrees to keep accurate payroll record showing the name, address, social security number,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. CONTRACTOR further agrees that its payroll records and those of its subcontractors,if any,shall be available at all reasonable times to the CITY, and the employee or his representative,and the Division of Labor Standards Enforcement and the Division of Apprenticeship Standards, and to comply with all of the provisions of California Labor Code Section 1776, in general. 23. INDEMNIFICATION DEFENSE HOLD HARMLESS CONTRACTOR hereby agrees to protect, defend, indemnify and hold harmless CITY, its officers, elected or appointed officials, employees, agents, and volunteers from and against any and all claims, damages, losses, expenses,judgments, demands, defense costs, and consequential damage or liability of any kind or nature,however caused, including those resulting from death or injury to CONTRACTOR's employees and damage to CONTRACTOR's property, 15 16-5195/City Funded Construction Contract.docx—revised 04/2016 arising directly or indirectly out of the obligations or operations herein undertaken by CONTRACTOR, caused in whole or in part by any negligent act or omission of the CONTRACTOR, any subcontractors, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable,including but not limited to concurrent active or passive negligence, except where caused by the active negligence, sole negligence,. or willful misconduct of the CITY, its officers, elected or appointed officials, employees, agents, and volunteers. CONTRACTOR will conduct all defense at its sole cost and expense and CITY shall approve selection of CONTRACTOR'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 be provided by CONTRACTOR. 24. WORKERS' COMPENSATION AND EMPLOYER'S LIABILITY INSURANCE Pursuant to California Labor Code Section 1861, CONTRACTOR acknowledges awareness of Section 3700 et seq. of this Code, which requires every employer to be insured against liability for workers' compensation; CONTRACTOR covenants that it will comply with 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 of not less than the State statutory limits. CONTRACTOR shall require all subcontractors to provide such workers' compensation and employer's liability insurance for all of the subcontractors' employees. CONTRACTOR shall furnish to CITY a certificate of waiver of subrogation under the terms of the workers'compensation and employer's liability insurance and CONTRACTOR shall similarly require all subcontractors to waive subrogation. 16 16-5195/City Funded Construction Contract.docx—revised 04/2016 25. INSURANCE In addition to the workers' compensation and employer's liability insurance and CONTRACTOR's covenant to defend,hold harmless and indemnify CITY,CONTRACTOR shall obtain and furnish to CITY,a policy of general public liability insurance,including motor vehicle coverage covering the PROJECT. This policy shall indemnify CONTRACTOR, its officers, employees and agents while acting within the scope of their duties, against any and all claims arising out or in connection with the PROJECT, and shall provide coverage in not less than the following amount: combined single limit bodily injury and property damage, including products/completed operations liability and blanket contractual liability, of One Million Dollars ($1,000,000)per occurrence. If coverage is provided under a form which includes a designated general aggregate limit,the aggregate limit must be no Iess than One Million Dollars($1,000,000) for this PROJECT. This policy 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 PROJECT shall be deemed excess coverage and that CONTRACTOR's insurance shall be primary and non-contributory with any other valid and collectible insurance or self-insurance available to the Additionally Insured Parties. Any available insurance proceeds in excess of the minimum coverage amount specified herein shall be available to the Additionally Insured Parties. All coverage available to CONTRACTOR shall also be available to the Additionally Insured Parties. Under no circumstances shall said above-mentioned insurance contain a self-insured retention without the express written consent of CITY; however an insurance policy"deductible" of Five Thousand Dollars($5,000.00)is permitted. CONTRACTOR shall be responsible for causing all Subcontractors to maintain the same types and limits of insurance coverage as that required of CONTRACTOR by this Agreement. 17 16-5195/City Funded Construction Contract.docx—revised 04/2016 26. CERTIFICATES OF INSURANCE,•ADDITIONAL INSURED ENDORSEMENTS Prior to commencing performance of the work hereunder, CONTRACTOR shall furnish to CITY certificates of insurance subject to approval of the City Attorney evidencing the foregoing insurance coverages as required by this Agreement;the certificates shall: 1. Provide the name and policy number of each carrier and policy; 2. State that the policy is currently in force;and 3. Promise to provide that such policies will not be canceled or modified without thirty (30)days'prior written notice of CITY. CONTRACTOR shall maintain the foregoing insurance coverages in force until the work under this Agreement is fully completed and accepted by CITY. The requirement for carrying the foregoing insurance coverages shall not derogate from the CONTRACTOR'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 of insurance. CONTRACTOR shall pay, in a prompt and timely manner,the premiums on all insurance hereinabove required. CONTRACTOR shall provide a separate copy of the additional insured endorsement to each of CONTRACTOR'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 THIRD PARTY CLAIM Pursuant to Public Contracts Code §9202, CITY shall provide notice to CONTRACTOR of receipt of any claim filed with CITY or a court of competent jurisdiction which arises out of performance of this agreement within ten(10)days of receipt of such claim or claims. 18 16-5195/City Funded Construction Contract.doex—revised 04/2016 28. DEFAULT AND TERMINATION If CONTRACTOR fails or refuses to prosecute the work hereunder with diligence, or fails to complete the work within the time specified, or is adjudged bankrupt or makes an assignment for the benefit of creditors or becomes insolvent, or violates any provision of this Agreement or the Contract Documents, CITY may give CONTRACTOR notice in writing of its intention to terminate this Agreement. Unless the violation is cured within ten(10)days after such Notice of Intention has been served on CONTRACTOR, CITY may, without prejudice to any other remedy it may have,terminate this Agreement upon the expiration of that time, Upon such default by CONTRACTOR,CITY may elect not to terminate this Agreement;in such event CITY may make good the deficiency in which the default consists and deduct the resulting costs from the progress payments then or to become due to CONTRACTOR. If it is subsequently determined by a court of competent jurisdiction that CITY's termination of this Agreement under this Section was wrongful, such termination shall be converted to a termination for convenience under Section 29 and any damages shall be assessed as set forth in Section 29. 29. TERMINATION FOR CONVENIENCE 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 termination, under this Section CITY shall pay CONTRACTOR for value of work in place on the PROJECT through the termination period less all such payments already made. In case of such termination for convenience,the CONTRACTOR shall be entitled to receive payment for work executed, and costs incurred by reason of such termination. In no event shall CONTRACTOR be entitled to recover overhead, profit or CONTRACTOR's fee on work not performed. Such payment by CITY shall be CONTRACTOR's 19 16-5195/City Funded Construction Contract.docx—revised 04/2016 sole and exclusive remedy for termination by CITY for its convenience and CITY shall have no further obligation to CONTRACTOR. 30. DISPOSITION OF PLANS ESTIMATES AND OTHER DOCUMENTS CONTRACTOR agrees that upon completion of the work to be performed hereunder, or upon expiration or earlier termination of this Agreement, all original plans, specifications, drawings, reports, calculations, maps and other documents pertaining to this Agreement shall be delivered to CITY and become its sole property at no further cost. 31. NONASSIGNABILITY CONTRACTOR shall not sell, assign, transfer, convey or encumber this Agreement,or any part hereof,or any right or duty created herein,without the prior written consent of CITY and the surety. 32. CITY EMPLOYEES 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 have any financial interest in this Agreement in violation of the California Government Code. 33. STOP NOTICES•RECOVERY OF ADMINISTRATIVE COSTS CITY shall be entitled to all reasonable administrative costs and necessary disbursements arising out of the processing of Stop Notices,Notices to Withhold, 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 fee of One Hundred Dollars ($100)for every Stop Notice filed in excess of two(2),regardless of whether or not CITY is named in an action to enforce such stop notices. CITY may set off any unreimbursed cost or expense so incurred against any sum or sums owed by CITY to CONTRACTOR under this Agreement. 20 16-5195/City Funded Construction Contract.docx—revised 04/2016 34. NOTICES Any notices,certificates, or other communications hereunder shall be given either by personal delivery to CONTRACTOR's agent (as designated in Section 1 hereinabove) or to CITY as the situation shall warrant,or by enclosing the same in a sealed 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 addresses 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.certified mail-return receipt requested: TO CITY: TO CONTRACTOR: City of Huntington Beach Mehta Mechanical Co.Inc.,dba MMC Inc. ATTN:John Martin ,Public Works ATTN: Jagat Mehta 2000 Main Street 5901 Fresca Dr. Huntington Beach,CA 92648 La Palma CA 90623 35. SECTION HEADINGS The titles, captions, section, paragraph and subject headings, and descriptive 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 not representative of maters included or excluded from such provisions,and do not interpret,define,limit or describe,or construe the intent of the parties or affect the construction or interpretation of any provision of this Agreement. 21 16-5195/City Funded Construction Contract.docx—revised 0412016 36. IMMIGRATION CONTRACTOR shall be 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 I324a regarding 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 of services contemplated hereunder. CONTRACTOR understands that pursuant to Huntington Beach City Charter Section 309, the City Attorney is the exclusive legal counsel for CITY; and CITY shall not be liable for payment of any legal services expenses incurred by CONTRACTOR. 38. ATTORNEY'S FEES In the event suit is brought by either party to construe, interpret and/or enforce the terms and/or provisions of this Agreement or to secure the performance hereof, each party shall bear its own attorney's fees, such that the prevailing party shall not be entitled to recover its attorney's fees from the non-prevailing party. 39. INTERPRETATION OF THIS AGREEMENT The language of all parts of this Agreement shall in all cases be construed as a whole, according to its fair meaning, and not strictly for or against any of the parties. If any provision of this Agreement is held by an arbitrator or court of competent jurisdiction to be unenforceable, void, illegal or invalid, such holding shall not invalidate or affect the remaining covenants and provisions of this Agreement. No covenant or provision shall be deemed dependent upon any other unless so expressly provided here. As used in this Agreement, the masculine or neuter gender and singular or plural number shall be deemed to include the other whenever the 22 16-5195/City Funded Construction Contract.docx—revised 04/2016 context so indicates or requires. Nothing contained herein shall be construed so as to require the commission of any act contrary to law, and wherever there is any conflict between any provision contained herein and any present or future statute, law,ordinance or regulation contrary to which the parties have no right to contract, then the latter shall prevail, and the provision of this Agreement which is hereby affected shall be curtailed and limited only to the extent necessary to bring it within the requirements of the law. 40. GOVERNING LAW This Agreement shall be governed and construed in accordance with the laws of 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 originals,each of which so executed shall, irrespective of the date of its execution and delivery, be deemed an original. Each duplicate original shall be deemed an original instrument as against any party who has signed it. 42. CONSENT Where CITY's consent/approval is required under this Agreement, its consent/approval for one transaction or event shall not be deemed to be consent/approval to any subsequent occurrence of the same or any other transaction or event. 43. SURVIVAL Terms and conditions of this Agreement,which by their sense and context survive the expiration or termination of this Agreement shall so survive. 44. MODLFICATION No waiver or modification of any language in this Agreement shall be valid unless in writing and duly executed by both parties. 23 16-5195/City Funded Construction Contract.docx—revised 04/2016 45. SIGNATORIES Each undersigned represents and warrants that its signature hereinbelow has the power, authority and right to bind their respective parties to each of the terms of this Agreement, and shall indemnify CITY fully for any injuries or damages to CITY in the event that such authority or power is not, in fact,held by the signatory or is withdrawn. 46. ENTIRETY The parties acknowledge and agree that they are entering into this Agreement freely and voluntarily following extensive arm's length negotiation,and that each has had the opportunity to consult with legal counsel prior to executing this Agreement. The parties also acknowledge and agree that no representations,inducements,promises,agreements or warranties,oral or otherwise, have been made by that party or anyone acting on that party's behalf,which are not embodied in this Agreement, and that that party has not executed this Agreement in reliance on any representation, inducement,promise, agreement,warranty, fact or circumstance not expressly set forth in this Agreement. This Agreement, and the attached Exhibit "A", contain the entire agreement between the parties respecting the subject matter of this Agreement, and supersede all prior understandings and agreements whether oral or in writing between the parties respecting the subject matter hereof. 24 16-5195/City Funded Construction Contract.docx—revised 04/2016 IN WITNESS WHEREOF,the parties hereto have caused this Agreement to be executed by and through their authorized officers on June 1 _,20 20 CONTRACTOR: CITY OF HUNTINGTON BEACH,a municipal By: corporation of the t alifornia w � �� - 6 � 12-� 'H LP Ma or (print name) ITS: Chairman/President/Vice-President City Clerk (circle one) INITIATED ND APPROVED: AND rn 6�1 By: 9JZO of u tc Works Mo MP)V S ' M CH7'A (print name) nV rE D ROVED: ITS: Secretary / Chief Financial Officer / Asst. Secretary/Treasurer (circle one) t y Manager APP OVED TQ FORM: City Attorney 25 16-5195/City Funded Construction Contract.docx—revised 04/2016 City of Huntington Beach Public Works Department 2000 Main Street Tel. (714)536-5431, Fax (714) 374-1573 ADDENDUM NUMBER ONE For SAYBROOK LIFT STATION REPLACEMENT PROJECT CC 1585 May 7, 2020 Notice to All Bidders: Please note the following clarifications to the Project Plans,Specifications, and Special Provisions 1) Cover Sheet and Sheet Al of the Project Specifications: Replace the listed bid due date of May 14, 2020 at 2:00 PM with the new bid due date of May 14, 2020, at 10:00 AM. Due to the COVID-19 pandemic, bids hand delivered, will be accepted between the hours of 9:00 AM and 10:00 AM, immediately outside of the Huntington Beach Civic Center entrance, on the day of the bid. Bids will be publicly opened in the same area to allow for social distancing. It is advised that bidders arrive earlier than normal to deliver bids and to allow for additional bid processing and acceptance times due to safety measures described above. 2) Sheet 5/G-5, has been modified, Construction Notes 51 and 101 have been changed. 3) Sheet 7/G-7, the construction sequence has been modified to accommodate changes to provide continuous electrical service to the existing sewer lift station. 4) Sheet 8/D-1,a note to include the partial demolition of an existing SCE vault was added. 5) Sheet 10/C-1 has been modified to include a buried plug valve at the upstream end of the force main. A note has been added to include the partial demolition of an existing SCE vault. 6) Sheet 11/C-2, a note to include the partial demolition of an existing SCE vault was added. 7) Sheet 12/C-3, a note to include the partial demolition of an existing SCE vault was added. 8) Sheet 14/C-5, project coordinates have been modified. 9) Sheet 15/C-6 has been modified to correct an error in the LEGEND which differentiates the pavement GRIND AND CAP from the FULL DEPTH PAVEMENT REPLACEMENT. 10) Sheet 16/C-7 the project Signing and Striping Plan has extensive changes. Bidders are encouraged to review this sheet in its entirety prior to the bid. 11) Sheet 19/CD-3, has been revised near the project generator. 12) Sheet 25/M-1, has been modified to allow a choice of two different brands of submersible wetwell pumps, in accordance with the revised specification. 13) Sheet 26/M-2, has been modified to allow a choice of two different brands of submersible wetwell pumps, in accordance with the revised specification. 14) Sheet 29/E-3, a conduit has been added to maintain continuous electrical service to the existing lift station. 15) Sheet 301E-4, modifications to the electrical conduit plan. 16) Sheet 31/E-5, modifications to the electrical conduit plan. 17) SCE PRELIMINARY PLAN TD1486496, this plan shows the conduit 1-P run in its entirety. 18) Bid Schedule Sheet C-2.5, Bid Item 20, has been modified to include a buried plug valve. 19) Specification Section 02810, has been added. This section provides Wrought Iron Gate Details. 20) Specification Section 11320, has been modified to allow a choice of two different brands of submersible wetwell pumps. This is to acknowledge receipt and review of Addendum Number One,dated May 7,2020. M ►Yl C Zr/C. JA 4H16, (�/1 ry HA W�,• Company Name By D� t 112p?� Date 1 of 1 of Addendum No. 1 City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER TWO For SAYBROOK LIFT STATION REPLACEMENT PROJECT CC 1585 May 8, 2020 Notice to All Bidders: Please note the following clarifications to the Project Plans, Specifications, and Special Provisions 1) The bid date and time remain the same as announced in Addendum Number One: Bids are due on May 14, 2020, at 10:00 AM. Due to the COVID-19 pandemic, bids hand delivered,will be accepted between the hours of 9:00 AM and 10:00 AM, immediately outside of the Huntington Beach Civic Center entrance, on the day of the bid. Bids will be publicly opened in the same area to allow for social distancing. It is advised that bidders arrive earlier than normal to deliver bids and to allow for additional bid processing and acceptance times due to safety measures described above. 2) Delete Appendix K: the Geotechnical Report. The Geotechnical Report from a different project was inadvertently published. Insert Appendix K Addendum Two: The Geotechnical Report for the Saybrook Lift Station and the Limited Environmental .Report for the Saybrook Lift Station. This is to acknowledge receipt and review of Addendum Number Two,dated May 8,2020. m m C. a" -,T A �A T• S. M EH TH Company Name By t7� II ( ZUZC� Date 1 of 1 of Addendum No.2 SECTION C PROPOSAL for the construction of SAYBROOK LIFT STATION REPLACEMENT PROJECT CC No. C-1585 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 220 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 Nd d e rs R-rum d 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 No. Date Received Bidder's Signature 01 05 c7/2-C,2.0 45. 0 2 0 08( �20 C-2 BIDDING SCHEDULE THE CITY OF HUNTINGTON BEACH SAYBROOK LANE SEWER PUMP STATION NO.22 REPLACEMENT PROJECT CC-1585 Bid Description Estimated Unit Unit Price Total Price Item Quantity Per Plans and Specifications, furnish all labor, material and equipment to mobilize, 1 demobilize, and provide cleanup of 1 LS Z ooaoo 2 POD construction site: provide all bonds, insurance, and obtain all permits. Per Plans and Specifications, furnish all labor, material and equipment to conduct 3 0,v0 O 301000 2 construction survey and staking of the 1 LS construction site. Per Plans and Specifications, furnish all labor, materials, and equipment as required to implement Construction Traffic and Pedestrian Control Plans to provide public 02,pot? /00,o0 0 convenience, safety and traffic control; 3 including warning signs, high level warning 1 LS devices, delineators, regulatory signs, barricades, and recessed trench plate bridging throughout the project. Traffic Control Plans were prepared by the Design Engineer and are provided in the Construction Drawings. Per Plans and Specifications, furnish all labor, materials and equipment to Pothole and locate horizontal and vertical positions of all existing Za�D°O Zo,o�O 4 utilities in the vicinity of the work. Prepare a 1 LS report and submit it to the City a minimum of four (4) weeks prior to start of construction to allow revisions to current design. Per Plans and Specifications, provide the services of a California Registered Geotechnical Engineer with experience in all elements of the project, to provide recommendations necessary for the design of lei'De 000 6 O' 5 the contractors shoring system, dewatering 1 LS system,and settlement monitoring program. C-2.1 Per Plans and Specifications, furnish all labor, materials, and equipment as required, develop, design, and implement trench and excavation safety measures, consisting of sheeting, shoring, and bracing, or equivalent method for the protection of life and limb in trenches, pump station excavation, valve vault 6 excavation, and other miscellaneous open 1 LS �25�00� t.F25� excavations; and protection of all adjacent structures in conformance with applicable safety orders. The work includes preparation of shoring plans and calculations by a California registered structural engineer incorporating the requirements of the dewatering plan, and recommendations contained in the geotechnical study performed by the Contractor. Per Plans and Specifications, develop a Dewatering Plan prepared by a California Registered Geotechnical Engineer, incorporating the requirements of the shoring plan and any additional geotechnical information developed by the Contractor. The work includes: obtaining NPDES permit from the Regional Water Quality Control Board,well drilling and destruction permits from Orange 7 County Health Department, field testing 1 LS 2M,Ooo 200,oOo required for the design of the dewatering system, implementation of the dewatering program, treatment of dewatering discharge, and removal of the dewatering system, including monitoring wells, when no longer needed. The work also includes the cost of a water treatment system with a capacity of 700 GPM and capable of the removal of contaminants listed in the preliminary Geotechnical Report. Per Plans and Specifications, furnish all labor, materials, and equipment as required to 8 develop a site-specific Storm Water 1 LS 15,00 0 5� OD d Pollution Prevention Plan (SWPPP). C-2.2 Per Plans and Specifications, furnish all labor, materials, and equipment as required to install and maintain all BMP's identified in the approved Storm Water Pollution Prevention 9 Plan (SWPPP) throughout the duration of 1 LS 4p,000 G,OC,0 construction.At the completion of construction, all BMP's shall be removed by the CONTRACTOR, and the site and all facilities restored to their original condition. Per Plans and Specifications, implement a site monitoring program to evaluate groundwater, settlement,and vibration in accordance with the B�,pOp bol otgo 10 recommendations contained in the Contractor's 1 LS Geotechnical Investigation Report, for construction of the lift station sewers, wet well and valve vault. Per Plans and Specifications, furnish all labor materials and equipment necessary for sitework and demolition for the new pump station site and legally dispose of all removed pbl pop 16,17,bpb 1 I materials. The work includes,but is not limited 1 LS to: curb, gutter, and sidewalk removal along Saybrook Lane and Heil Ave; and restoration; removal and relocation of street signs; and all other appurtenant work required. Per Plans and Specifications, furnish all labor, materials, equipment and tools necessary to construct relocated AWWA C900 DR 18 PVC water mains in Saybrook Lane including all 12 valves, fittings, tie-ins, testing, disinfection, 1 LS 351'000 13S10 0 0 and high line water service. The work includes removal and asbestos abatement of interfering segments of the existing water main within the limits of relocation, and abandonment of remaining pipe with flowable fill. Per Plans and Specifications, furnish all labor, material and equipment necessary, to construct 5-foot diameter pre-cast concrete sewer 440/cop Oi�vO manhole and 24-inch diameter concrete access 13 vault for 6-inch camlock connection, each 1 LS precast concrete structure shall have 125 mil Sancon 100 coating on all interior surfaces, including base per City Std. Plan 504 and 505, and composite frame and cover. C-2.3 Per Plans and Specifications, furnish all labor, materials and equipment necessary,to construct 14 12-inch diameter VCP sewer from the new 1 LS 5�od� Z51 000 manhole to the new lift station wet well. Per Plans and Specifications, furnish all labor, materials and equipment necessary to construct reinforced concrete, HDPE lined por000 500" 100 wet well with H-20 rated 316 stainless steel 15 lockable access hatch; access manway, pipe 1 LS sleeves; concrete fillet with HDPE sheet lining; exterior waterproofing and all other required appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary to construct reinforced concrete valve vault, loorop-v 16 with H-20 rated aluminum 4-door lockable 1 LS �Op� aoo access hatch, 316 stainless steel ladders, pipe sleeves, sump, exterior waterproofing, and all other required appurtenances Per Plans and Specifications, Furnish all labor, materials and equipment necessary and Install Wet Well Mechanical Equipment, including 2-each 15 HP, 750 gpm recessed impeller slide-rail submersible pumps and motors, and furnish a spare pump; 316 stainless steel 22 � 2 ZS,Q76 17 discharge elbows; 316 stainless steel discharge 1 LS piping, fittings and support brackets; 316 stainless steel slide-rail system, guide brackets, lifting chain and bails; 316 stainless steel cable racks, level transducer stilling well; duckbill check valve; and all other required appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary and Install Valve Vault Mechanical Equipment, including pipe, valves, fittings, couplings, 12-0 CDC) ( ��pp0 18 electromagnetic flow meter, and insulating 1 LS flanges; double ball flexible expansion joints; valves;316 stainless steel pipe supports,bypass connection; and all other required appurtenances. C-2.4 Per Plans and Specifications, furnish all labor, materials and equipment necessary, and construct miscellaneous pipe, including all o 19 fittings; thrust blocks; cathodic protection 1 LS 5�'� S0�'00 0 connection to and rechannelization of existing discharge manhole; and Sancon coating of existing discharge manhole. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and construct 8-inch and 6-inch AWWA C900 DR Opo 20 14 PV a ain, including all 1 LS 50( 101060 fittings buried ug v�ndischarge thrust blocks, and connecti o e is manhole and existing 6-inch bypass forcemain. Per Plans and Specifications, furnish all labor, materials and equipment necessary to 21 coordinate with Southern California Gas 1 LS �voo Company,and construct permanent natural gas service for the project. Per Plans and Specifications, furnish all labor, materials and equipment necessary and install 120 kW natural gas fuel emergency 22 generator set in a sound attenuated enclosure, 1 LS D,0o D 1101006 including all conduits, wires, pipes, fittings, valves, controls, reinforced concrete base, 2- inch pipe from the meter service meter to the Genset, and all appurtenances. Per Plans and Specifications, furnish all labor, materials, equipment necessary to furnish and install site electrical and instrumentation 2bo�p p p Zed t�OO 23 systems; including conductors, raceway, 1 LS switches, lights, receptacles, level transducers, float switches, and all required appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary and install 316 stainless steel, NEMA 4X transfer switch enclosure, including automatic transfer switch with manual bypass, double through r oD� p6D (00 manual transfer switch, generator receptacle; 24 coordination with SCE to provide electrical 1 LS service to site;4-inch conduit with pull-rope for SCE conductor; 100 amp main switchboard; concrete pads for electrical equipment; and all required appurtenances; complete and in place, with all required appurtenances. Addendum 1,May 7,2020 C-2.5 Per Plans and Specifications, furnish all labor, 25 materials and equipment necessary and Install 1 LS -J-0t O pump control panel and PLC panel and 2 50,000 appurtenances. Per Plans and Specifications, furnish all labor, 26 material and equipment necessary,and conduct 1 LS 20/Oo 0 20,06'D lift station start up and testing to full satisfaction of the City of Huntington Beach. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and demolish existing City of Huntington Beach Saybrook Sewer Lift Station, including removal, handling, and proper disposal of lead- based paint; removal and proper disposal of all equipment within the existing Lift Station; coordination and removal of SCE service 7�i dp U 75'D0a meter, main disconnect, and manual transfer switch, and delivery of salvaged equipment to 27 City Yard; removal of curb, gutter, and 1 LS sidewalk; cleaning, lining, and rechanneling of the wet well; removal of the top slab and 4-feet of the dry well structure; backfilling of remaining dry well with Class 100-E-100 slurry; re-channelizing and interior coating of an existing influent manhole; filling of existing to be abandoned pipes with low strength slurry mix; backfilling of the excavation with approved materials; restoration of sidewalk; and all appurtenant work. Per Plans and Specifications furnish all labor, materials and equipment necessary,to construct 00,poo /00,Doa 28 concrete curb, gutter, sidewalk, landscape 1 LS restoration and restoration of all improvements to pre-construction condition. Per Plans and Specifications, furnish all labor, materials, and equipment necessary to remove and full depth replace existing disturbed aggregate base, sawcut remove and full depth replace existing disturbed asphalt concrete, provide a 2-inch asphalt cement grind, and J51,C�Oa 29 provide a 2-inch asphalt cement cap within the 757 TON Saybrook Lane and Heil Ave intersection. Work also includes remove and replace all impacted pavement and curb markings, striping, and adjustment of existing boxes, manholes, valve cans to grade, in Saybrook v Lane and Heil Avenue. C-2.6 Per Plan and Specification, furnish all labor, materials, and equipment necessary to install temporary inclinometers, should they be oop 2g,t�a 30 recommended or required by the Contractor's 4 EA 7i Geotechnical Engineer or Structural Engineer. No payment shall be made if inclinometers are not installed. Allowance for permitting — SCE connection fee, SCE permit fee, and SCAQWD permit fee. 31 Payment will be based on the actual fee paid by 1 LS $25,000 $25,000 the contractor. No additional mark-up is allowed. TOTAL BID ITEMS 1 THRU 30 FOR SAYBROOK LANE SEWER PUMP STATION REPLACEMENT PROJECT $ 3, 65 4,40 Total Amount of Base Bid in Writing: 1 hree, vwf IVtom Sin Kw4r9A Okty four tkbk4savl dS f o�r L114H drq_ l Note: Refer to Section 9-3, Measurement and Payment for descriptions of each item on the Bid Schedule. Refer to Section 01025 Measurement and Payment for additional details. All extension of unit prices will be subject to verification by the Owner. In case verification is required between unit price and extension, the unit price will govern. The Owner reserves the right to reject all proposals and bid items. C-2.7 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 D/R PWC Dollar % of Items) Subcontractor License Registration# A o t Contract Number LQ¢cf r�¢efMG �� 13i38 Aeir,e- �;,�lc 3710g4 C- !o /oevavc�l�3 Cfr 9 l� if " ` 5P-"L';-JJ, 6A 966T 3 9Y 9 0 HA.W"Pek7,VL Z l5` 5'2 �ppOOO�o�� 3 2 R+r(cHO G A-Ot 2/ P [_aka i e4-4-, g � 9 zG 5 0 PrmF3C-f? S Ga Do 3 3g Wiltow kvef y(��-GL G' lO� o zL p i� l2rgtf-a, �►� 92-3-7(. 13 9< S4vtcon �r1901eQri.vtj 774o5s l 1g s8�t� e�q��eef Dr v000088�°� I3,3ga 6. 3a% Pq r} ctl 4 tun t► tiov V)eacM Ctt °IUj (blt1C tt ov► �`A4S C1krtiA �� (ooyyby (oa000 �129� �Sg�oc�a 1 , a m Sgcra�e�� cA °I5�9 3l 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 on 5J q at La Palma CA Date City State Jagat S . Mehta , being first duly sworn, deposes and says that he or she is President of MMC Inc. 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. Jagat S . Mehta Name of Bidder 9� 01 As ,�/t@ "- Signa'Je Bidder 5901 Fresca Dr. La Palma, CA 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 Saybrook Lift Station Replacement 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 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. MMC Inc. Contractor By �J President Title Date: OS'I�►-,20 C-5 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? ❑ Yes /[ Nq 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 I will comply with such provisions before commencing the performance of the work of this contract. MMC Inc. Contractor W"'' By U U President Title Date: 05' 14,,2D C-7 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: Mehta Mechanical Co. Inc . dba MMC Inc. Bidder Name 5901 Fresca Dr. Business Address La Palma CA 90623 City, State Zip ( 714 ) 521-2022 jay@aboutmmc .com Telephone Number Email Address 573635- A,B, C-11, C-61/D-21 State Contractor's License No. and Class 07/24/1989 Original Date Issued 07/30/20 Expiration Date The work site was inspected by J 14y M 6 H-rA of our office on 20Lo The following are persons, firms, and corporations having a principal interest in this proposal: Jagat S . Mehta-President/Manager/Tresurer 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. MMC Inc. Company Name Signature of Bidder Jagat S . Mehta Printed or Typed Signature C-8 NOTARY CERTIFICATE f* Subscribed and sworn to before me this 11L. day of Ma q , 20p�D. 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 C A ) County of bCa 71 Q ) II-- On (�' I LI" do before me, � A S� T� - no fall a i , 4)i Month, Day, and Year Insert Name and Title of Noitry personally appeared N e(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. f ALKA SHROFF WITNESS my hand and official seal. .._ NolaryPub Counihama Orange I commission N 212 ec l3, My Comm.Expires Dec 13,2021 Signature S 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 lift stations of similar size, project work within public streets, an area containing high ground water and pipeline construction in high ground water regions with shored excavations up to 30 feet below existing ground and 25 feet below sea level.. 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: 1. City of Huntington Beach-2000 Main St . Huntington Beach, CA Name and Address of Public Agency Name and Telephone No. of Project Manager: Jim E s c ut i a-714-5 3 6-5 5 2 5 $4, 001, 361 - Construction of Edgewater sewer lift station 04/30/2020 Contract Amount Type of Work Date Completed Provide additional project description to show similar work: 2. City of Downey-11111 Brookshire Ave. Downey, CA Name and Address of Public Agency Name and Telephone No. of Project Manager: Daniel Mul t e r-5 6 2-8 6 9-7 3 31 $1, 338, 998-Blandwood Rd. True Ave. Sewer Lift station-07/2017 Contract Amount Type of Work Date Completed Provide additional project description to show similar work: Const . of pump station 3. LACDPW-900 S. Fremont Ave. Alhambra, CA Name and Address of Public Agency Name and Telephone No. of Project Manager: Al i oune D i oum-6 2 6-3 0 0-3 2 7 3 $2, 817, 061 -Fire Camp 13 Life Safety Improvements 01/2020 Contract Amount Type of Work Date Completed Provide additional project description to show similar work: Const . 500 linear feet 8" domestic water line, modification ot waste water treatment 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. Jagat S . Mehta Name of proposed Project Manager Telephone No. of proposed Project Manager: 714-931-4154 Edgewater Sewer Lift Station $4, 001, 361-Const . sewer lift station-04/2020 Project Name &Contract Amount Type of Work Date Completed Rindge Sewer Pump Station $1, 994 , 000-Const . of sewer pump station-01/2020 Project Name &Contract Amount Type of Work Date Completed Blandwood Rd. and True Ave. Sewer Lift Station $1, 338, 998- Sewer lift station replacement-07/2017 Project Name &Contract Amount Type of Work Date Completed 2 Manuel Vera Name of proposed Superintendent Telephone No. of proposed Superintendent: 714-3 6 3-13 9 6 Rindge Sewer Pump Station $1, 994 , 000-Const . of sewer pump station Project Name &Contract Amount Type of Work Date Completed Blandwood Rd. and True Ave. sewer Lift Station $1, 338, 998-sewer lift station replacement-07/2017 Project Name & Contract Amount Type of Work Date Completed Fire Camp #13 Lift Safety Improvements $2, 817, 000-Rehabilitation of waste water treatment plant-01/2020 Project Name &Contract Amount Type of Work Date Completed C-11 CONTRACTOR REGISTRATION WITH CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS (DIR) CERTIFICATE Pursuant to SB 854 (citing Labor Code Section 1771.l(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/PublicWorks/SB854FactSheet_6.30.14.pdf DIR's Contractor Registration Link—Call(844) 522-6734 https://efiling.dir.ca.gov/P WCR/ActionServlet?action=displayP WCRegistrationForm DIR's Contractor Registration searchable database: https:Hefiling.dir.ca.gov/PWCR/Search.action I 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. MMC Inc. Contractor By jay@aboutmmc.com Email President Title Date: PWC Registration#: 10 0 0 013 6 7 5 C-12 RESUME PRINCIPAL: Jagat S. Mehta (Project Manager) BUSINESS ADDRESS: 5901 Fresca Dr. La Palma, CA 90623 EDUCATION Diploma in Mechanical Engineering(AMIE) (Associate Member of Institute of Engineers). High School with Math & Science, Intermediate College. BUSINESS AND PROFESSIONAL EXPERIENCE 1975 to 1976: Shell Oil Company—Engineering Apprentice 1976 to 1977: Uniliver- Plant Maintenance Engineer 1977 to 1980: Esso Oil Refinery- Plant Maintenance Supervisor 1980 to 1986: Hydro Mechanical Engineering(Chicago) Technical Inspector 1986 to 1991: Mobil Oil Corporation-Torrance Refinery (Presently known as Exxon Mobil)—Refinery Reliability Technician 1991 to Present: MMC Inc-President and CEO Managing construction projects and machine shop,precision machining, overhauling pumps,steam turbines, compressors, blowers, mixers,variable drives, fin fans. Experience with managing over 40 people at a time. Have completed two (2) projects,namely with North Orange County Community College and South Orange County Community College, before the scheduled completion date. Please refer to the attached "Projects Completed" and "Project-in-progress" for a listing of all completed and current proiects. CONTRACTORS LICENSE: 573635 - Class A, B, C-11, C-61,D-21 Expiration date: 07/31/2020 MANUEL A. VERA 702 E. STEARNS AVENUE LA HABRA, CA 90631 Phone: (714)363-1396 Email: manuel.veraWwayahoo.com PROFFESSIONAL OBJECTIVE: I am interested in underground utilities (wet/dry) Public Works Supervisor/Water System Inspector/Equipment Operator, full-time position. I have over 17 years of experience in this field. I joined the Laborers' International Union of North America, Local 1184 on May 2011. SKILLS: • Experience in supervising and participating in the work of a large crew or several small crews engaged in the construction,maintenance of construction pipeline activities, such as digging trenches, main line tie-ins, laying pipe and backfilling trenches. • Experience in supervising work crews while working under special working conditions: night time, roadside work. • Experience in operating heavy construction equipment: backhoes, excavators, loaders, water trucks, fork lifts; • Ability to coordinate a project from start to finish: order materials, supervise working crew, schedule inspections, coordinate with city or private agencies inspectors, fire department marshals,job superintends and project managers, owners representatives, OSHA representatives about any aspects of the project working on. • Experience in installing sanitary sewer,domestic water, fire, gas &storm drain lines; • Experience in installing underground electrical and telecommunication conduits systems, pull/splice boxes,concrete pads, vaults; • Experience in installing concrete joint structures,drop inlets, curb inlets, storm drain and sewer manholes. • Experience in installing grease interceptors,bio filters, septic tanks, pump and lift stations; • Ability to determine work to be done from orders, plans and sketches, estimates material, equipment and labor needs;requisition of material and supplies, establishes operating procedures and work standards; develops and maintains safe working practices and enforces safety regulations;reviews work in progress and performs other related duties as required. TRAINING& CERTIFICATIONS: • NUCA Excavation Safety&Competent Person training Program—November 19, 2011 PERSONAL SKILLS I have good communication skills,bilingual: fluent English and Spanish, good analytical skills and ability to focus skill toward solution driven resolve. I am able to work unsupervised and provide all requirements in a timely manner. l am self-motivated, team player, able to learn quickly in a highly technical fast paced environment and able to immediately contribute to a fast paced, deadline intensive environment. I strive for excellence in everything I do. EMPLOYMENT • 1998-2002: Diamond 2000 Inc.— La Mirada, Ca—position: pipe fitter—co went out of business; • 2002-2004: E&R Construction—Baldwin Park, Ca—position: equipment operator— Contact: Bill Ph: (626) 338-8405; • 2004-2006: Bulls Eye Engineering—Corona, Ca—position: Foreman—Contact: Eddie Ph: (951) 738-9685; • 2006-2011: Diamond Construction & Design—Pomona, Ca - position: Foreman—Contact: Stelian Ph: (714)240-3698. • 2011- current: MMC Inc.— La Palma, Ca-position: Supervisor/Foreman—Contact: Jay Ph: (714) 931-4154 WORK REFERENCES • Steve Reichl —construction Inspector; Sanitation Districts of Los Angeles County - cell (310) 736-8428 ; email: sreichlOolascd.org Brian Charles—project manager; Simac Construction Inc. - cell: (858) 864-5914; email: brian@simacgc.com • Ed Barnett—project superintendent; Simac Construction Inc. - cell : (702)400-6898 ; email: ebarnettC&simacgc.com • Mike Sliffe—project superintendent; Simac Construction Inc. - cell : (858) 864-3603 ; email: msliffePsimacgc.com • John DiMiceli—General Manager; Specialized Industrial Services Inc. - cell : (562) 921- 9974 ; email: idimiceli@ecologysis.com • Richard Balacer—Project Manager; Environmental Construction Group Inc. - cell : (520) 247-7549 ; email: richardPecgcorp.net • Omar Chaves—Construction Coordinator Metro West Logistics; Southern California Edison -cell : (310)415-7010 ; email: clarson0 lascd.org • Chris Larson PE—Assistant Resident Engineer; County Sanitation Districts of Los Angeles County- cell : (310) 736-8438 ; email: omar.chaves(dsce.com • George Valo—Construction Inspector; Sanitation Districts of Los Angeles County-cell (310) 365-0035; email: georgevalo@lacsd.org • Saul Martinez—Construction Supervisor; Delta Pipeline—cell: 562-810-3080; email: saul@deltapipeline.net • Rick Rustad —Operations Manager; Kiewit Construction; — Ph: (805) 603-3379; email: rustad5(o)hotm ail.com a Q ' q E � �1 r� > aw o ona� � P, w u oua� c� > aw u auW rxI w � O o o O w an a4 oq C C) U o O O O ¢� C' �a C1Cd v t U U U A O O O ti 0 -d v b C LIS cd •ca pia is z �; N mat, y ..�'. 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Uo. m U N v0 O -- u UN � oC F dl-0 _\ .\ § § { \ 0 ® \ = § \ z 2 = ag § 37 = R k m8 ) - \ _ / \ \ \ k ƒ A / � C 7 � � u § 0 & 2 G _to ) � = o U / 3 ] k a = > \ ) k = « 0 «•3 z « / .e to k � � \ k \ ) \ / \ \ g = � to a & � Q } ? ) § A e@2 ooc � c 4um « c \ _ ) ƒ \ / � 50 — .{/ R \ � \ � § 8uen . c2a / \ ® = 72 Goar 2R & 2 ? CONTRACTOR'S SWORN STATEMENT AND WARRANTY REGARDING CONTINUING INSURANCE OBLIGA'rIONS FROM: MMC Inc . PROIECT: Saybrook Sewer Lift (Contractor Name) Station 5901 Fresca Dr. - - (Street address) La Palma, CA 90623 (City,State and Zip) TO: CITY OF HUNTINGTON BEACH DECLARATION Attached hereto Is a mm and oo red copy of the a went Cert 6:3te of:ns.aame and IWc::onal Insured Endorsement OG 2010 1185, which Certificate Complies with the insurance mquirenvrds of the Contract by arri between the City of Huntington Beach("City')and the abotie-mined Contractor,-ContmCiv')for the aoove-descrihed Proms("Project'7 I dectarc urv*r per180ty of x-pury under the laws of the,State oe Cae:fornia that the above statement is true and Correll. Signed on June 19 20 La Palma, CA (pate) (City,State) (51gr1ehr of n al Who is Making Dedarabar) WARRANTY Cont-actor hercby warrants and agrees to maintain Products and Completed Operatlons Insurance in corrolame Hith the r+surance requ-ements of tne Contract for the Project Said insurarcer shall be maintained through and until the".raton of all Warranties pmvicied by Contracto•. Said insu ante shall contain Addtbna'Irs✓ed Endmement CG 2010 1185,naming City as an aciXional+t5ured. Cort*axtor shall supply to Oty,on at least an annual bass,a Certificate of Irstsahce and the afcremermoned Endorsement eadencing Continuer,coverage which meets t'ee Contract regrdrements. signed on June 19 2 La Palma, CA (pate) (City,State) CONTRACTOR: Name: MMC Inc . ot \`• �' Name: T This form to be turned in with Payment Bond A� m DATE(MM/DD/YYYY) �- CERTIFICATE OF LIABILITY INSURANCE 6/17/2020 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 BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Dolores Muir Andreini&Company-South Coast PHONE FAX One MacArthur Place, Suite 100 A/c No Ext;714-327-1454 (A/C No:650-378 4361 Santa Ana CA 92707 ADDRESS: dmuir@andreini.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Scottsdale Insurance Company 41297 INSURED MMCIN-1 INSURERB:Ohio Security Insurance Co. 24082 Mehta Mechanical Company, Inc. INSURER c dba: MMC, Inc. 5901 Fresca Drive INSURER D: La Palma CA 90623 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:603622882 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MM/DDIYYYY MM/DDIYYYY A X COMMERCIAL GENERAL LIABILITY Y BCS0038281 11/1/2019 11/1/2020 EACH OCCURRENCE $1,000,000 �OCCUR DAMAGES(RENTED CLAIMS-MADE PREMISES Ea occurrence) $100,000 X $5,000 Ded MED EXP(Any one person) $Excluded PERSONAL&ADV INJURY $1,000,000 GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY rX JECT LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ B AUTOMOBILE LIABILITY Y BAS59017366 11/1/2019 11/1/2020 COMBINED SINGLE LIMIT $1,000,000 Ea accident X ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident L 1$ A UMBRELLA LIAB X OCCUR XLS0112119 11/1/2019 11/1/2020 EACH OCCURRENCE $5,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $5,000,000 DED I X I RETENTION$in nnn $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBEREXCLUDED? ❑ N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Re: Saybrook Lane Sewer Lift Station,Project#CC 1585. City of Huntington Beach,Its officers,elected or appointed officials, employees,agents and volunteers are included as additional insured for General Liability& Auto Liability performs CG20100704&CG20370704&GECA7010107 which are part of the above listed policies.Such insurance is Primary&non- contributory per form CG20010413&form GECA7010107 which are part of the above listed policies.30 days notice of cancellation to be issued per form UTS 410g for General Liability. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. City of Huntington Beach 2000 Main Street AUTHORIZED REPRESENTATIVE F Huntington Beach CA 92648 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD ENDORSEMENT A� SCOTTSDALE INSURANCE COMPANY® NO. ATTACHED TO AND FORMING A PART OF R ENDORSEMENT EFFECTIVE DATE (7 A.M.STANDARD TIME) NAMED INSURED AGENT NO. POLICY NUMBER BCS0038281 11-01-19 MEHTA MECHANICAL COMPANY, INC. 04767 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. AMENDMENT OF CANCELLATION NOTICE TO FIRST NAMED INSURED AND SCHEDULED PARTY(IES) The following Conditions are added to the Cancellation Condition: 1. If we cancel this policy for any reason other than nonpayment of premium, we will mail written notice of cancellation to the first Named Insured and to any party(ies) at their designated mailing address(es), shown in the Schedule below, at least 3 0 days before the effective date of cancellation. 2. If we fail to mail such notice as indicated in 1. above, any coverage afforded to the party(ies)will re- main in effect: a. For the number of days shown in 1. above from the date a written notice of cancellation is actually mailed; b. Until the effective date of replacement coverage is obtained elsewhere by the first Named In- sured; or c. Until the termination date requested by the Named Insured, whichever occurs first. SCHEDULE Name and Address of Party(ies): CITY OF HUNTINGTON BEACH, ITS OFFICERS, ELECTED OR APPOINTED OFFICIALS, EMPLOYEES, AGENTS AND VOLUNTEERS 2000 MAIN STREET P.O. BOX 190 HUNTINGTON BEACH, CA 92648 AUTHORIZED REPRESENTATIVE DATE UTS-410g(2-11) Page 1 of 1 POLICY NUMBER: BCS0038281 COMMERCIAL GENERAL LIABILITY CG 20 10 0413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s) Locations Of Covered Operations CITY OF HUNTINGTON BEACH, ITS ALL LOCATIONS/OPERATIONS OFFICERS, ELECTED OR APPOINTED OFFICIALS, EMPLOYEES, AGENTS AND VOLUNTEERS 2000 MAIN STREET P.O. BOX 190 HUNTINGTON BEACH, CA 92648 Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section II — Who Is An Insured is amended to 2. If coverage provided to the additional insured is include as an additional insured the person(s) or required by a contract or agreement, the organization(s) shown in the Schedule, but only insurance afforded to such additional insured with respect to liability for"bodily injury", "property will not be broader than that which you are damage" or "personal and advertising injury" required by the contract or agreement to caused, in whole or in part, by: provide for such additional insured. 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured(s) at the location(s) designated above. However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and CG 20 10 04 13 ©Insurance Services Office, Inc., 2012 Page 2 of 3 Insured Copy B. With respect to the insurance afforded to these 2. Available under the applicable Limits of additional insureds, the following additional Insurance shown in the Declarations; exclusions apply: whichever is less. This insurance does not apply to "bodily injury" or This endorsement shall not increase the applicable "property damage"occurring after: Limits of Insurance shown in the Declarations. 1. All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or 2. That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. C. With respect to the insurance afforded to these additional insureds, the following is added to Section III—Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or CG 20 10 0413 ©Insurance Services Office, Inc., 2012 Page 3 of 3 Insured Copy POLICY NUMBER: BCS0038281 COMMERCIAL GENERAL LIABILITY CG 20 37 0413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Location And Description Of Completed Or Organization(s) Operations CITY OF HUNTINGTON BEACH, ITS ALL LOCATIONS/OPERATIONS OFFICERS, ELECTED OR APPOINTED OFFICIALS, EMPLOYEES, AGENTS AND VOLUNTEERS 2000 MAIN STREET P.O. BOX 190 HUNTINGTON BEACH, CA 92648 Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section II — Who Is An Insured is amended to B. With respect to the insurance afforded to these include as an additional insured the person(s) or additional insureds, the following is added to organization(s)shown in the Schedule,but only with Section III—Limits Of Insurance: respect to liability for "bodily injury" or "property If coverage provided to the additional insured is damage"caused, in whole or in part, by"your work" required by a contract or agreement, the most we at the location designated and described in the will pay on behalf of the additional insured is the Schedule of this endorsement performed for that amount of insurance: additional insured and included in the "products- completed operations hazard". 1. Required by the contract or agreement; or However: 2. Available under the applicable Limits of 1. The insurance afforded to such additional Insurance shown in the Declarations; insured only applies to the extent permitted by whichever is less. law; and This endorsement shall not increase the applicable 2. If coverage provided to the additional insured is Limits of Insurance shown in the Declarations. required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. CG 20 37 04 13 ©ISO Properties, Inc., 2004 Page 3 of 3 ❑ Insured Copy AC" 0, DATE(MM/DD/YYYY) ��. CERTIFICATE OF LIABILITY INSURANCE Acct#: 2526572 1 6/17i2020 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 BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Willis Of Greater Kansas City Inc. NAME: FAXPHO 844-290-4908 5700 W 112th Street,Ste. 100 Ex : AC No): Overland Park,KS 66211 ADDRESS: BBSlcerts@locktonaffinity.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A: Ace American Insurance Co. 22667 INSURED INSURER B Barrett Business Services,Inc. L/C/F MEHTA MECHANICAL COMPANY,INC.DBA:MMC INC INSURER C 5901 FRESCA DRIVE INSURER D LA PALMA,CA 90623 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MMIDDIYYYY MMIDD/YYYY COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE OCCUR DAMAGE TO RENTED PREMISES Ea occurrence $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ JECT POLICY❑ PRO- ❑ LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ NON-OWNED PR PERT AMAGE $ HIRED AUTOS AUTOS (Peroaccident) UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 2,000,000 A OFFICER/MEMBER EXCLUDED? N/A X C66369717 10/1/2019 10/1/2020 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 2,000,000 If yes,describe under 2,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Policy State=CA Waiver of Subrogation in favor of certificate holder when required by written contract Saybrook Lane Sewer Lift Station,Project#CC 1585 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City Of Huntington Beach THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED 2000 Main St. IN ACCORDANCE WITH THE POLICY PROVISIONS. Huntington Beach,CA 92648 AUTHORIZED REPRESENTATIVE —J ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD Workers'Compensation and Employers'Liability Policy Named Insured Endorsement Number Barrett Business Services, Inc. L/C/F MEHTA MECHANICAL COMPANY, INC. DBA: MMC INC Policy Number 5901 FRESCA DRIVE Symbol: Number:C66369717 LA PALMA, CA 90623 Policy Period Effective Date of Endorsement 10/1/2019 TO 10/1/2020 6/17/2020 Issued By(Name of the Insurance Company) Ace American Insurance Co. Insert the policy number.The remainder of the information is to be completed only when this endorsement is issued subsequent to the preparation of the policy. CALIFORNIA WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endorsement applies only to the insurance provided by the policy because California is shown in Item 3.A. of the Information Page. 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, but this waiver applies only with respect to bodily injury arising out of the operations described in the Schedule, where you are required by a written contract to obtain this waiver from us. You must maintain payroll records accurately segregating the remuneration of your employees while engaged in the work described in the Schedule. Schedule 1. ( ) Specific Waiver Name of person or organization: (x) Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2. Operations: 3. Premium: The premium charge for this endorsement shall be INCLUDED percent of the California premium developed on payroll in connection with work performed for the above person(s)or organization(s)arising out of the operations described. 4. Minimum Premium: INCLUDED r v' Authorized Agent WC 99 03 22 Premium Included in Performance Bond No. WCN5925791 Bond Cost Executed in Duplicate PAYMENT BOND (LABOR AND MATERIALS) KNOW ALL PERSONS BY THESE PRESENTS: WHEREAS, City of Huntington Beach (hereafter referred to as "City') has awarded to Mehta Mechanical Company, Inc. dba MMC, Inc. 5901 Fresca Drive, La Palma, CA 90623 (name and address of Contractor) (hereinafter referred to as"Principal"), a contract("Contract")for the work described as follows: Saybrook Lane Sewer Lift Station, Project#CC 1585 (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, materialmen, 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 financial strength ratings from reputable companies, such as from A.M. Best, Moody's or 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. NOW THEREFORE, we, the undersigned Principal, and Old Republic Surety Company P.O. Box 1635, Milwaukee, WI 53201 - 1635 (name and address of Surety) as Surety, are held and firmly bound unto City in the penal sum of Three Million Six Hundred Eighty Four Thousand Four Hundred and 00/100 dollars ($ 3,684,400.00 ), 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 States 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 from 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. PAYMENT BOND Pace 1 of 2 15-4584/117357 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 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 party's 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. Dated: June 17, 2020 ATTEST Mehta Mechanical Company, Inc.dba MMC, Inc. (Corporate Seal) (Principal Name) By: Name: me Ma_ Title: 9L-Sli)EPt T ATTEST Old Republic Surety Company (Corporate Seal) (Surety Name) By: Emir George,Attorn y-in- act Name. (Signature of tt rney;n-Fact for Surety) (Attach Attorney-in-Fact Certificate) 2( 62)797-2640 (Area Code&Telephone Number for Surety) APPROVED AST FORM: By: Michael E.Gates, Z ity ttorney L -- Note: This bond must be executed in duplicate and dated, all signatures must be notarized, and evidence of the authority of any person signing as attorney-in-fact must be attached. PAYMENT BOND Page 2 of 2 15-4584/117357 CALIFORNIA ALL-PURPOSE 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 JUN 1.7 2020 before me, Daisy Reyes Notary Public, Date Insert Name of Notary exactly as it appears on the official seal personally appeared Emilie George 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 �,.. DAISY REYES person(s), or the entity upon behalf of which the person(s) COMM. #2301745 z acted, executed the instrument. Notary Public • California Z Orange County Y 1 certify under PENALTY OF PERJURY under the laws of My Comm.Expires Aug. 17,2023 the State of California that the foregoing paragraph is true and correct. Witness my hand and official seal. Signature Place Notary Seal Above Sig re of Notary Public r aisy i Reyes OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of the form to another 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: ❑ Individual ❑ Individual ❑ Corporate Officer—Title(s): ❑ Corporate Officer —Title(s): ❑ Partner ❑Limited ❑General ❑ Partner ❑Limited❑General ❑ Attorney in Fact ••- ❑ Attorney in Fact RIGHT THUMBPRINT ❑ Trustee • ❑ Trustee OF ❑ Guardian or Conservator Top of thumb here ❑ Guardian or Conservator Top of thumb here ❑ Other: ❑ Other: Signer is Representing: Signer is Representing: * 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: James W..Moilanen,Yung T.Mullick,Stephanie Hoang,Irene Luong,Emilie George of Mission Viejo, CA its true and lawful Attorney(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, self-insurance workers compensation bonds guaranteeing payment of benefits, asbestos abatement contract bonds, waste management bonds,hazardous waste remediation bonds or black lung bonds),as follows: ALL WRITTEN INSTRUMENTS and to bind OLD REPUBLIC SURETY COMPANY thereby, and all of the acts of said Attorneys-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 attorney-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 attorneys-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 24th day of March 2020 OLD REPUBLIC SURETY COMPANY W GOPv if O/ o SEAL o' as As--.i..l,, _JX_ nt Secretai * President STATE OF WISCONSIN,COUNTY OF WAUKESHA-SS On this 24th day of March 2020 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 sworn,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. yN F.•P / +p�8���'• Notary Public OF yA•: 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. `Q�eyco^SUq - 707092 SEAL :>_ Sinned and sealed at the City of Brookfield,WI this 17th day of June 2020 ORSC 22262(3-06) "—rea Bond Exchange & Insurance Agency 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)TA r9 ) On '19)20 before me, 114) 7'0 ly hC Date _ Here Insert Namg and Title of the Officer personally appeared .Jq at MA/ 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 AMSHROFF is true and correct. w.~ NotaryPublic-California = WITNESS my hand and official seal. Orange County z Commission#2221767 My Comm.Expires Dec 13,2021 n •, �, J' Signature `,�((A N_,-y►y Signature of 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: ❑ 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: ©2016 National Notary Association • www.NationalNotary.org • 1-800-US NOTARY(1-800-876-6827) Item#5907 Premium Subject to Change Based Bond No.WCN5925791 on Final Contract Price Premium: $32,772.00 Executed in Duplicate PERFORMANCE BOND KNOW ALL PERSONS BY THESE PRESENTS: WHEREAS,City of Huntington Beach(hereafter referred to as"City') has, by written agreement dated June 17 20 20, entered into a contract with Mehta Mechanical Company, Inc. dba MMC, Inc. 5901 Fresca Drive, La Palma, CA 90623 (name and address of Contractor) (hereinafter referred to as"Principal"),for performance of the work described as follows: Saybrook Lane Sewer Lift Station, Project#CC 1585 (Project Title) WHEREAS, said contract, and all documents referenced therein (hereinafter collectively "Contract"), are incorporated herein by this reference made a part hereof as though set forth herein in full; and Said Principal is required under the terms of the Contract to furnish a.bond guaranteeing the prompt, full and faithful performance of said Contract, by a duly admitted surety insurer under the laws of the State of California (hereinafter referred to as"Surety"); and Surety is certified and listed in the U-S. Department of the Treasury Circular 570, and has provided proof of sufficient bonding limitations as shown in said circular to provide bonds in the amount required by said Contract; and Surety has provided financial strength ratings from reputable companies, such as from A.M. Best, Moody's, or Standard & Poor's,to validate that Surety has positive ratings of being secure or Stable; and Surety is registered and listed with the California Department of Insurance, NOW, THEREFORE,we, the undersigned, as Principal, and Old Republic Surety Company P.O. Box 1635, Milwaukee,WI 53201 -1635 (name and address of Surety) as Surety, are held and firmly bound unto City in the penal sum of Three Million Six Hundred Eighty Four Thousand Four Hundred and 00/100 Dollars ($ 3,684,400.00 ), 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 terms 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, stop 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 15-4584/117174 Bond No. WCN5925791 to automatically adjust the penal sum of this Bond to reflect such adjustments, alterations, changes, deletions, additions or other modifications. Surety agrees to provide written confirmation of such adjustments in the penal sum to City on not less than a quarterly basis. Surety also waives the provisions of Civil Code§§ 2845 and 2849. The obligations of this Bond shall survive the completion of the work described in the Contract as to all obligations and liabilities of the Principal which survive completion of the work. 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 parry's 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. Dated: June 17,2020 ATTEST Mehta Mechanical Company, Inc.dba MMC, Inc. (Corporate Seal) (Principal Name) �By: 16120) Name: M h a Title: =S1 t EMT ATTEST Old Republic Surety Company (Corporate Seal) (Surety Name) By. Emil eorge, ttorney in Fact Name: % / (Sig`ature of AtIor ey-in act for Surety) (At;:ach Atlomey-in-Fact Certificate) 2U797-2640 (Area Code&Telephone Number for Surety) APPROVED AS TO By: Michael E.Gates,City Attorney l Note: This bond must be executed in duplicate and dated, all signatures must be notarized, and evidence of the authority of any person signing as attomey-in-fact must be attached. PERFORMANCE BOND Page 2 of 15=4584/117174 CALIFORNIA ALL-PURPOSE 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 JUN 1.7 2020 before me, Daisy Reyes Notary Public, Date Insert Name of Notary exactly as it appears on the official seal personally appeared Emilie George 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 DAISY REYES person(s), or the entity upon behalf of which the person(s) .;•..;..�F COMM. #2301745 z acted, executed the instrument. x•o Notary Public -California o Orange County I certify under PENALTY OF PERJURY under the laws of ow My Comm.Expires Aug. 17,20231the State of California that the foregoing paragraph is true and correct. Witness my hand and official seal. Signature Place Notary Seal Above Si re of Notary Public alsy Reyes OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of the form to another 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: ❑ Individual ❑ Individual ❑ Corporate Officer—Title(s): ❑ Corporate Officer —Title(s): ❑ Partner ❑Limited ❑General ❑ Partner ❑Limited❑General El Attorney in FactTHUMBPRINT, ❑ Attorney in FactRIGHTTHUMBPRINT ❑ Trustee OF ❑ Trustee OF ❑ Guardian or Conservator Top of thumb here ❑ Guardian or Conservator Top of thumb here ❑ Other: ❑ Other: Signer is Representing: Signer is Representing: yt Tti' * 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: James W..Moilanen,Yung T.Mullick,Stephanie Hoang,Irene Luong,Emilie George of Mission Viejo, CA its true and lawful Attorney(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, self-insurance workers compensation bonds guaranteeing payment of benefits, asbestos abatement contract bonds, waste management bonds,hazardous waste remediation bonds or black lung bonds),as follows: ALL WRITTEN INSTRUMENTS and to bind OLD REPUBLIC SURETY COMPANY thereby, and all of the acts of said Attorneys-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 attorney-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 attorneys-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 24th day of March 2020 11-11 " OLD REPUBLIC SURETY COMPANY GJ SEAL ; 3 0 roar i t e' OW4 As:Y an"secretaV President STATE OF WISCONSIN,COUNTY OF WAUKESHA-SS On this 24th day of March 2020 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 sworn, 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. 1�0.•P� � /1 �•.•.uBLV Notary Public o-;in c 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. 17th June 2020 70 7092 SEAL >'= Signed and sealed at the City of Brookfield,WI this day of ORSC 22262(3-06) Assist Secreta Bond Exchange& Insurance Agency 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 00 r1le- ) On 06 19)20 before me, �} �� _ ocr u bb-c Date _ _ Here Insert Name an Title of the Officer personally appeared A ' MeA�Q. 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. ALKASHROFF WITNESS my hand and official seal. w..- NotaryPublic—California Orange County Commission#2221767 My Comm.Expires Dec 13,2021 Signature 40 S Signature of 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 Signers) 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: ©2016 National Notary Association • www.NationalNotary.org • 1-800-US NOTARY(1-800-876-6827) Item#5907 6/24/2020 Company Profile CALIFORNIA DEPARTMEXT OF INSURANCE:: COMPANY PROFILE Company Profile Company Search Company Information Company Search Results OLD REPUBLIC SURETY COMPANY Company P.O. BOX 1635 Information MILWAUKEE, WI53201 Old Company Names Agent for Service Old Company Names Effective Date Reference Information Agent For Service NAIC Group List KARISSA LOWRY Lines of Business 2710 GATEWAY OAKS DRIVE Workers' SUITE 150N Compensation SACRAMENTO CA 95833 Complaint and Request for Reference Information Action/Appeals Contact Information Financial Statements NAIC #: 40444 PDF's Annual Statements California Company ID #: 3254-0 Quarterly Date Authorized in California: F12/14/1990 Statements — -------- ..._ Company Complaint License Status: UNLIMITED-NORMAL J Company Company Type: Property &Casualty Performance & —1 _ Comparison Data State of Domicile: WISCONSIN Company -- - — Enforcement Action Composite back to top Complaints Studies Additional Info NAIC Group List Find A Company Representative In Your Area NAIC Group #: 0150 OLD REPUBLIC GRP View Financial Disclaimer Lines Of Business The company is authorized to transact business within these lines of insurance. For an explanation of any of these terms, please refer to the glossary. LIABILITY MISCELLANEOUS SURETY back to top cp 2008 California Department of Insurance hfps://interactive.web.insurance.ca.gov/companyprofile/companyprofile?event=companyProfile&doFunction=getCompanyProfile&eid=6989 1/1 6/24/2020 Surety Bonds-List of Certified Companies SURETY LICENSES c,f/: AL, AK, AS, AZ, AR, CA, CO, CT, DE, DC, FL, GA, GU, HI, ID, IL, IN, IA, KS, KY, LA, ME, MD, MA, MI, MN, MS, MO, MP, MT, NE, NV, NH, NJ, NM, NY, NC, ND, OH, OK, OR, PA, PR, RI, SC, SD, TN, TX, UT, VT, VA, VI, WA, WV, WI, WY. INCORPORATED IN: Pennsylvania. Old Republic Surety Company (NAIC #40444) BUSINESS ADDRESS: P.O. BOX 1635, MILWAUKEE, WI 53201 - 1635. PHONE: (262) 797-2640. UNDERWRITING LIMITATION b/: $7,061,000. SURETY LICENSES c,f/: AL, AZ, AR, CA, CO, DC, FL, GA, ID, IL, IN, IA, KS, MD, MN, MS, MO, MT, NE, NV, NM, NC, ND, OH, OK, OR, PA, SC, SD, TN, TX, UT, VA, WA, WV, WI, WY. INCORPORATED IN: Wisconsin. Back To Top P Pacific Indemnity Company (NAIC #20346) BUSINESS ADDRESS: 202B Hall's Mill Road, Whitehouse Station, NJ 08889. PHONE: (215) 640-1000. "— UNDERWRITING LIMITATION b/: $317,802,000. SURETY LICENSES c,f/: AL, AK, AZ, AR, CA, CO, CT, DE, DC, FL, GA, HI, ID, IL, IN, IA, KS, KY, LA, ME, MD, MA, MI, MN, MS, MO, MT, NE, NV, NH, NJ, NM, NY, NC, ND, OH, OK, OR, PA, RI, SC, SD, TN, TX, UT, VT, VA, WA, WV, WI, WY. INCORPORATED IN: Wisconsin, PACIFIC INDEMNITY INSURANCE COMPANY (NAIC #18380) BUSINESS ADDRESS: 348 WEST O'BRIEN DRIVE, HAGATNA, GU 96910. https://www.fisca1.treasury.gov/surety-bonds/list-certified-companies.htmI#o 60/91 „/_V2020 Old Republic Surety Company-Company Profile-Best's Credit Rating Center Old Republic Surety Company AMB#: 002814 NAIC#: 40444 FEIN#: 391395491 Mailing Address P.O. Box 1635 Milwaukee, Wisconsin 53201 United States Web: www.orsurety.com Phone: 262-797-2640 Fax: 262-797-9495 View Additional Address Information AM Best Rating Unit: AMB #: 002976 - Old Republic Insurance Companies Assigned to insurance companies that have, in our opinion, a superior ability to meet their Financial SVrength Rating BEST ongoing insurance obligations. SupwiGr t View additional news, reports and products for this company. Based on AM Best's analysis, 058439 - Old Republic International Corporation is the AMB Ultimate Parent and identifies the topmost entity of the corporate structure. View a list of operating insurance entities in this structure. Best's Credit Ratings Financial Strength Rating View Definition Rating: A+ (Superior) Affiliation Code: g (Group) Financial Size Category: XV ($2 Billion or greater) Outlook: Stable Action: Affirmed Effective Date: May 21, 2020 Initial Rating Date: June 30, 1982 Long-Term Issuer Credit Rating View Definition ratings.ambest.com/SearchResults.aspx?AltSrc=9 1/5 6/24/2020 Old Republic Surety Company-Company Profile-Best's Credit Rating Center Long-Term: aa- Outlook: Stable Action: Affirmed Effective Date: May 21, 2020 Initial Rating Date: June 20, 2005 u Denotes Under Review Best's Rating Best's Credit Rating Analyst . ... .... Rating Office: A.M. Best Rating Services, Inc. Financial Analyst: Ana Daley Director: Jennifer Marshall, CPCU, ARM Note: See the Disclosure information Form or Press Release below for the office and analyst at the time of the rating event. Disclosure Information Disclosure Information Form View AM Best's Rating Disclosure Form Press Release AM Best Affirms Credit Ratings of Subsidiaries of Old Republic International Corporation May 21, 2020 Rating History AM Best has provided ratings & analysis on this company since 1982. Financial Strength Rating Effective Date Rating 5/21/2020 A+ 5/17/2019 A+ 4/25/2018 A 4/13/2017 A 12/18/2015 A ratings.ambest.com/SearchResults.aspx?AltSrc=9 2/5 6/24/2020 Old Republic Surety Company-Company Profile-Best's Credit Rating Center Long-Term Issuer Credit Rating Effective Date Rating 5/21/2020 aa- 5/17/2019 aa- 4/25/2018 a 4/13/2017 a 12/18/2015 a Best's Credit & Financial Reports Best's Credit Report-financial data included in Best's Credit Report reflects the data used in determining the current credit rating(s)for AM Best Rating Unit: AMB #: 002976 - Old Republic Insurance Companies. Best's Credit Report-Archive - reports which were released prior to the current Best's Credit Report. Best's Financial Report-financial data included in Best's Financial Report reflects the most current data available to AM Best, including updated financial exhibits and additional company information, and is available to subscribers of Best's Insurance Reports. View additional news, reports and products for this company. ratings.ambest.com/Search Results.aspx?AltSrc=9 3/5 6/24/2020 Old Republic Surety Company-Company Profile-Best's Credit Rating Center Press Releases Date Title May 21, 2020 AM Best Affirms Credit Ratings of Subsidiaries of Old Republic International Corporation May 17, 2019 AM Best Takes Various Rating Actions on Subsidiaries of Old Republic International Corporation Apr 25,2018 A.M. Best Affirms Credit Ratings of Subsidiaries of Old Republic International Corporation Apr 13,2017 A.M. Best Affirms Credit Ratings of Subsidiaries of Old Republic International Corporation Dec 18,2015 A.M. Best Affirms Ratings of Most Subsidiaries of Old Republic International Corporation Oct 03,2014 A.M. Best Upgrades Ratings of Certain Subsidiaries of Old Republic International Corporation Oct 03,2013 A.M. Best Affirms Ratings of Old Republic International Corp.'s Subsidiaries; Revises Outlook to Stable for Title Group Sep 26, 2012 A.M. Best Affirms Ratings of Most of Old Republic International Corporation's Subsidiaries Aug 16, 2011 A.M. Best Downgrades Ratings of Most Old Republic International Corporation Subsidiaries Dec 01, 2010 A.M Best Affirms Ratings&Maintains Negative Outlook on Most Old Republic Intl Corp Subsidiaries; Upgrades Ratings of PMA Group 1 2 Page size: 10 16 items in 2 pages Find a Best's Credit Rating Enter a Company Name Go Advanced Search How to Get a A+ Best°s Credit Rating Best's Credit Ratings Mobile App European Union Disclosures A.M. Best-Europe Rating Services Limited (AMBERS), a subsidiary of A.M. Best Rating Services, Inc., is an External Credit Assessment Institution (ECAI)in the European Union (EU). Therefore, Credit Ratings issued and endorsed by AMBERS may be used for regulatory purposes in the EU as per Directive 2006/48/EC.A.M. Best(EU)Rating Services B.V. (AMB-EU), a subsidiary of A.M. Best Rating Services, Inc., is an External Credit Assessment(ECAI)in the EU.Therefore, credit ratings issued and endorsed by AMB- EU may be used for regulatory purposes in the EU as per Directive 2006/48/EC. Australian Disclosures A.M. Best Asia-Pacific Limited (AMBAP),Australian Registered Body Number(ARBN No.150375287), is a limited liability company incorporated and domiciled in Hong Kong.AMBAP is a wholesale Australian Financial Services(AFS) Licence holder(AFS No. 411055)under the Corporations Act 2001. Credit ratings emanating from AMBAP are not intended for and must not be distributed to any person in Australia other than a wholesale client as defined in Chapter 7 of the Corporations Act. AMBAP does not authorize its Credit Ratings to be disseminated by a third-party in a manner that could reasonably be regarded as being intended to influence a retail client in making a decision in relation to a particular product or class of financial product.AMBAP Credit Ratings are intended for wholesale clients only, as defined. ratings.ambest.com/Search Results.aspx?AltSrc=9 4/5 6/24/2020 Old Republic Surety Company-Company Profile-Best's Credit Rating Center Credit Ratings determined and disseminated by AMBAP are the opinion of AMBAP only and not any specific credit analyst.AMBAP Credit Ratings are statements of opinion and not statements of fact.They are not recommendations to buy, hold or sell any securities or any other form of financial product, including insurance policies and are not a recommendation to be used to make investment /purchasing decisions. Important Notice:AM Best's Credit Ratings are independent and objective opinions, not statements of fact. 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Best Company, Inc. and/or its affiliates ALL RIGHTS RESERVED. ratings.ambest.com/Search Results.aspx?AltSrc=9 5/5 =r = I Document A310T"' - 2010 Bid BondBid Bond No:N/A CONTRACTOR: SURETY: (Aranle, legal status and address) (Name, legal status and principal place Mehta Mechanical Company, Inc.dba o}'business) 5901 Fresca Dr. The Ohio Casualty Insurance Company La Palma, CA 90623 175 Berkeley Street This document has important legal Boston, MA 02116 consequences.Consultation with OWNER: an attorney is encouraged with (Name.legal status wid address) respect to its completion or modification. City of Huntington Beach 2000 Main St. Any singular reference to Huntington Beach, CA 92648 Contractor,Surety.Owner or BOND AMOUNT: other party shall be considered Ten Percent of the Total Amount Bid (10%of Bid Amount) plural where applicable. PROJECT: ( 'aine. location or address, and Project number, if and,) .Saybrook Lift Station Replacement Project Number,if any: C-1585 The Contractor and Surety are bound to the Owner in the amount set forth above,for the payment of Nvhich 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 Owiler and Contractor,and the Contractor either(i)enters into a contract with the Owner in accordance with the terms 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 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 may in rood 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 at 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 here_from 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 seale his 11th day of May 2020 Mehta Mechanical Company, Inc.dba MMC, Inc. — ---- ----— (Principal) (Seal) (Witness) (Title) The Ohio Casualty Insurance Company _ (SL/YL'iY n / (Seal) (Title) - Emilie George,Att ney-'O Fact AIA Document A310TM—2010.Copyright©1963,1970 and 2010 by The American Institute of Architects.All rights reserved.WARNING:This AIA init. Document is protected by U.S,Copyright Law and International Treaties.Unauthorized reproduction or distribution of this AIA`''Document,or any portion of it,may result in severe civil and criminal penalties.and will be prosecuted to the inaximum extent possible under the Iaw.This t document was created on 01/27/2012 07:23:12 under the terms of AIA Documents-on-Demand—order no. 2008397483.and is not for resale.This document is licensed by The American Institute of Architects for one-time use only.and may not be reproducer)nrinr to its comnletion,n 11, CALIFORNIA ALL-PURPOSE 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 MAY 1.12020 before me, Sheree Michel Parsons Notary Public, Date Insert Name of Notary exactly as it appears on the official seal personally appeared Emilie George 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), ShEREE P,41CIaf'L ? c,i and that by his/her/their signature(s) on the instrument the z person(s), or the entity upon behalf of which the person(s) � F Notary Public for+ acted, executed the instrument. Orange Count/ , Co mini ssirn #2I60 49 I certify under PENALTY OF PERJURY under the laws of My Comm F>;p l s Jul 1' the State of California that the fo going paragraph is true and correct. Witness my hand and o seal. Signature Place Notary Seal Above Signature of Notary Public Sheree Michel Parsons OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of the form to another 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: ❑ Individual ❑ Individual ❑ Corporate Officer—Title(s): ❑ Corporate Officer —Title(s): ❑ Partner ❑Limited ❑General ❑ Partner ❑Limited❑ General ❑ Attorney in Fact A11TIBPRIRT ❑ Attorney in Fact RIGHTTHUMBPRINT ❑ Trustee OF ❑ Trustee OF ❑ Guardian or Conservator Top of thumb here ❑ Guardian or Conservator Top of thumb here ❑ Other: ❑ Other: Signer is Representing: Signer is Representing: 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. Liberty Liberty Mutual Insurance Company Mutual® The Ohio Casualty Insurance Company Certificate No: 8202900-986938 SURETY West American Insurance Company POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS:That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire,that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts,and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana(herein collectively called the"Companies").pursuant to and by authority herein set forth,does hereby name,constitute and appoint, Emilie George;Irene Luong;James W.Moilanen,Yung T.Mullick;P.Austin Neff all of the city of Oakland state of CA each individually if there be more than one named,its true and lawful attorney-in-fact to make, execute,seal,acknowledge and deliver,for and on its behalf as surety and as its act and deed,any and all undertakings,bonds,recognizances and other surety obligations,in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF,this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 13th day of January , 2020 Liberty Mutual Insurance Company INSUO 'SY INSU \NSU'D The Ohio Casualty Insurance Company tiJp'o0RPOo;tq Z� ojJPGoap°R4�R9y \P`oap°Rgr�'1'� West American Insurance Company - J 3 o Rt VQ 3 o m 3 o f 1912y o 0 1919 2 1991 a 0 : o l a rdJl .4CHV`'�dr yO NAMP`'�.da 'e rti'°IANP dr3 15- 01-7 (U David M.Carey,Assistant Secretary Cv State of PENNSYLVANIA ss N at County of MONTGOMERY c o S On this 13th day of January , 2020 before me personally appeared David M.Carey,who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance 0 _F- M Company,The Ohio Casualty Company,and West American Insurance Company,and that he,as such,being authorized so to do,execute the foregoing instrument for the purposes CO W therein contained by signing on behalf of the corporations by himself as a duly authorized officer. W IN WITNESS WHEREOF,I have hereunto subscribed my name and affixed my notarial seal at King of Prussia,Pennsylvania,on the day and year first above written. C: CL M W N _p PAST` ' >_ �Q�.; Off\ COMMONWEALTH OF PENNSYLVANIA Q� Qj O �' s y t Notarial Seal `A® Os N JF Teresa Pastella,Notary Public C � Upper Merian Twp.,Montgomery County BY: My Commission Expires March 28,2021; Teresa Pastella,NotaryPublic F)6�'•� Member,Pennsylvania Association of Notaries O 0) This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company,Liberty Mutual Insurance ii 0 Company,and West American Insurance Company which resolutions are now in full force and effect reading as follows: ARTICLE IV-OFFICERS:Section 12.Power of Attorney. Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President,and subject to such limitation as the Chairman or the President 0 may prescribe,shall appoint such attorneys-in-fact,as may be necessary to act in behalf of the Corporation to make,execute,seal,acknowledge and deliver as surety any and all j undertakings,bonds,recognizances and other surety obligations.Such attorneys-in-fact,subject to the limitations set forth in their respective powers of attorney,shall have full o;= 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 executed,such instruments shall €cV Z be as binding as if signed by the President and attested to by the Secretary.Any power or authority granted to any representative or attorney-in-fact under the provisions of this article may be revoked at any time by the Board,the Chairman,the President or by the officer or officers granting such power or authority. d ARTICLE XIII-Execution of Contracts:Section 5.Surety Bonds and Undertakings. 019 Any officer of the Company authorized for that purpose in writing by the chairman or the president,and subject to such limitations as the chairman or the president may prescribe, ~`- shall appoint such attorneys-in-fact,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 obligations.Such attomeys-in-fact subject to the limitations set forth in their respective powers of attorney,shall have full power to bind the Company by their signature and execution of any such instruments 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 attested by the secretary. Certificate of Designation-The President of the Company,acting pursuant to the Bylaws of the Company,authorizes 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,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other 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 certified copy of any power of attorney issued by the Company in connection with surety bonds,shall be valid and binding upon the Company with the same force and effect as though manually affixed. I,Renee C.Llewellyn,the undersigned,Assistant Secretary,The Ohio Casualty Insurance Company,Liberty Mutual Insurance Company,and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full,true and correct copy of the Power of Attorney executed by said Companies,is in full 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 I I th day of May 2020 INSUR �tY INS& %NSU�, °PPOggrFG�•Rt 2°°pPORgT�o'91C, �P?°RP ORgTF'yC, o rn 1912 0 1919 '0 m 1991 0 ��CA� ,��&Ac. dr 1.hgrypS awry ls�N°IANp' Ab Renee C.Llewellyn,Assistant Secretary LMS-12873 LMIC OCIC WAIC Multi Co 12/19 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 fro P�E' ) On �� 11U��2t? before me, Date _ Here Insert Name and kidd of the Officer personally appeared .j ( ' w oil 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. AUfASHROFE WITNESS my hand and official seal. �. Notary Publ c-California Orange County Commission#2221767 trey Comm.Expires Dec 13,2021 Signature Signature of 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: ❑ Corporate Officer — Titles ( ) ❑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: ©2016 National Notary Association - www.NationalNotary.org • 1-800-US NOTARY(1-800-876-6827) Item#5907 RECEIVED BY: CITY CLERK RECEIPT COPY Return DUPLICATE to City Clerk's Office (Name) after signing/dating (Date) CITY OF HUNTINGTON BEACH F�B INTERDEPARTMENTAL COMMUNICATION TO: City Treasurer FROM: City Clerk j DATE: /,�ML,)D SUBJECT: Bond Acceptance I have received the bonds for (Company Name) MMC CAPITAL PROJECTS (Includes CC's and MSC's) Performance Bond No. Payment Bond (Labor and Materials) Bond No. � 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 &'b/,;?l> (Council Approval Date) CC No. A�4&Ft No. C:20_ /IaL/"g, MSC No. City Clerk Vault No. Z,076e. 5e Other No. SIRE System ID No. g1forms/bond transmittal to treasurer i ClB s ,v $ �� r Flab X lt Z—�_ QJ v -- s � cn ' "a 713 --� City of Huntington Beach 2000 Main Street ♦ Huntington Beach, CA 92648 (714) 536-5227 ♦ www.huntingtonbeachca.gov r Office of the City Clerk Robin Estanislau, City Clerk June 29, 2020 Mehta Mechanical Co. Inc., dba MMC Inc. Attn: Jagat Mehta 5901 Fresca Drive La Palma, CA 90623 Re: Saybrook Sewer Lift Station Project, CC -1585 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 project 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. Sincere) , 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 ,q-AA.�Y r_.A-1/JO City of Huntington Beach File #: 20-1648 MEETING DATE: 6/1/2020 REQUEST FOR CITY COUNCIL ACTION SUBMITTED TO: Honorable Mayor and City Council Members SUBMITTED BY: Oliver Chi, City Manager PREPARED BY: Tom Herbel, Acting Director of Public Works Subiect: Accept the lowest responsive and responsible bid and authorize execution of a construction contract with Mehta Mechanical Co. Inc., dba MMC Inc., in the amount of $3,684,400 for the Saybrook Lift Station Replacement Project, CC-1585; and authorize appropriation of funds Statement of Issue: On May 14, 2020, bids were publicly opened for the Saybrook Lift Station Replacement Project, CC1585. City Council action is requested to award the construction contract to Mehta Mechanical Co. Inc., dba MMC Inc., the lowest responsive and responsible bidder. Financial Impact: Total funds for the project, including contingency and supplemental expenses, are estimated at S4,570,000. Funds for the project are available in Sewer Development Fee Fund account 21089016.82600 ($2,228,800) and in Sewer Service Fund account 51189012.82600 ($2,150,400). Staff requests a $190,800 appropriation from the Sewer Service Fund (511 ). Recommended Action: A) Appropriate $190,800 from the Sewer Service Fund (511) to Account 51189012.82600; and, B) Accept the lowest responsive and responsible bid submitted by Mehta Mechanical Co. Inc., dba MMC Inc., in the amount of $3,684,400; and, C) 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 an alternative action. Analysis: City of Huntington Beach Page 1 of 2 Printed on 5/28/2020 powered?Ry LegistarTM File #: 20-1648 MEETING DATE: 6/1/2020 The existing Saybrook Sewer Lift Station, located at the northeast corner of Saybrook Lane and Heil Avenue, was constructed in 1967 and is in need of replacement due to its age and insufficient wet well capacity. Insufficient wet well capacity is problematic because the station lacks holding time, which limits maintenance staff's ability to respond to any issues. Additionally, the undersized wet well causes the pumps to cycle excessively, which reduces pump life as well as the station's reliability. Bids were publicly opened on May 14, 2020. The verified bid amounts are listed below: Bidding Contractor Bid as Submitted Verified Bid Mehta Mechanical Co. Inc., dba $3,654,400.00 $3,684,400.00 MMC, Inc. Caliba, Inc. $4,385,275.40 $4,385,275.40 Vido Artukovich and Son Inc. / $4,417,475.00 $4,417,475.00 VIDMAR Inc. A JV GRFCO, Inc. $4,688,981.00 $4,438,981.00 Pacific Hydrotech Inc. $4,728,288.00 $4,728,288.00 Lonerock, Inc. $5,144,475.00 $5,194,475.00 Staff has checked references for Mehta Mechanical Co. Inc., dba MMC Inc., and recommends award of a construction contract in the amount of $3,684,400. The total estimated construction cost is $4,570,000, which includes the construction contract, a ten percent (10%) contingency, and supplemental expenses such as contracted construction management and inspection, and materials testing. Environmental Status: The project is categorically exempt pursuant to Class 1, section 15034 of the California Environmental Quality Act. Strategic Plan Goal: Enhance and maintain infrastructure Attachment(s): 1. Vicinity Map City of Huntington Beach Page 2 of 2 Printed on 5/28/2020 powered-LegistarTA9 �o r cn LSA AVE 1 NTS U Mc FADDEN AVE. s9� U Q J EDING 0 Di J m :2 J (n (n Yo HEIL = AVE.cif m �)- z z � c~n o bi Q cy WAR ER z = AVE. cn o ui o 0 Q SLATER O AVE. c, 405 F—T—ALBERT AVE. Fj PACIFIC o 9 ELLIS AVE. GARFIELD AVE. U) U) U) cl) c0 � YORKTOWN AVE. z ADAMS AVE. PROJECT LOCATION �'° op ���� Y z Saybrook Lift Station INDIANAPOLIS AVE. �L� = N 0� ATLANTA AVE. m Q o = J ft� Y HAM IJON zz = Q D m BANN NG OCEAN AVE. REV 4/26/19 SAYBROOK LIFT STATION PROJECT VICINITY MAP [;ojmje CITY OF HUNTINGTON BEACH Iola DEPARTMENT OF PUBLIC WORKS 1 of 1 39 City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax(714) 374-1573 ADDENDUM NUMBER TWO For SAYBROOK LIFT STATION REPLACEMENT PROJECT CC 1585 May 8,2020 Notice to All Bidders: Please note the following clarifications to the Project Plans,Specifications,and Special Provisions 1) The bid date and time remain the same as announced in Addendum Number One: Bids are due on May 14, 2020, at 10:00 AM. Due to the COVID-19 pandemic, bids hand delivered,will be accepted between the hours of 9:00 AM and 10:00 AM, immediately outside of the Huntington Beach Civic Center entrance, on the day of the bid. Bids will be publicly opened in the same area to allow for social distancing. It is advised that bidders arrive earlier than normal to deliver bids and to allow for additional bid processing and acceptance times due to safety measures described above. 2) Delete Appendix K:the Geotechnical Report. The Geotechnical Report from a different project was inadvertently published. Insert Appendix K Addendum Two: The Geotechnical Report for the Saybrook Lift Station and the Limited Environmental .Report for the Saybrook Lift Station. This is to acknowledge receipt and review of Addendum Number Two,dated May 8,2020. Company Name By Date 1 of 1 of Addendum No.2 APPENDIX K ADDENDUM TWO MAY 89 2020 GEOTECHNICAL REPORT , SAYBROOK LANE SEWER LIFT STATION , SAYBROOK LANE , NORTH OF HEIL AVENUE , HUNTINGTON BEACH CALIFORNIA AESCO Project NO. 20181555-F1685 LIMITED ENVIRONMENTAL REPORT , SAYBROOK LANE SEWER LIFT STATION , SAYBROOK LANE , NORTH OF HEIL AVENUE , HUNTINGTON BEACH CALIFORNIA AESCO Project NO. 20181555-F2361 Orange County San Bernardino County 17782 Georgetown Lane 14163 Arrow Boulevard Huntington Beach,California 92647 Fontana,California 92335 q p Tele: (714)375-3930 Tele: (909)284-9200 Fax: (714)375 3831 Fax: (909)284-9201 GEOTECHNICAL REPORT SAYBROOK LANE SEWER LIFT STATION SAYBROOK LANE, NORTH OF HEIL AVENUE HUNTINGTON BEACH, CA AESCO PROJECT NO. 20181555-F1685 Prepared for: Michael Baker International 5 Hutton Center Drive, Suite 500 Santa Ana, CA 92707 Attention: Mr. Safa Kamangar, P.E., P.M.P., C.C.M. Prepared By: AESCO 17782 Georgetown Lane Huntington Beach, California 92647 Adam Chamaa, P.E., G.E., Manager January 23,2019 Construction Material Testing/Inspection ♦ Environmental ♦ Geotechnical Engineering Services ,. Orange County San Bernardino County 17782 Georgetown Lane 14163 Arrow Boulevard Huntington Beach,California 92647 Fontana,California 92335 AESC� Tele: (714)375-3830 Tele: (909)284-9200 Fax: (714)375-3831 Fax: (90 )284-9201 January 23, 2019 Mr. Safa Kamangar, P.E., P.M.P., C.C.M. Michael Baker International 5 Hutton Center Drive, Suite 500 Santa Ana, CA 92707 Subject: Geotechnical Report Saybrook Lane Sewer Lift Station Saybrook Lane,North of Heil Avenue Huntington Beach,California AESCO Project No. 2018155541685 Dear Mr. Kamangar: AESCO is pleased to provide you the geotechnical report for the proposed lift to be constructed at the subject site. The project generally consists of constructing a new lift station to replace the existing lift station on Saybrook Lane in Huntington Beach. A new force main will also replace the existing force main to the nearest manhole to the south. The bottom of the existing lift station is approximately 16 feet below the existing ground surface per the As-Built plans dated January 8, 1965 by Moffatt & Nichol Engineers. It is not known at this time what the bottom depth of the new lift station will be; however, AESCO assumes that the new lift station will be constructed to the same depth. AESCO will be happy to assist you further on this project by furnishing any Construction Materials Testing and Inspection Services you may require during the construction phase of the project. We are a full service-testing laboratory and inspection service and can supply the full range of testing and inspection services such as soils, concrete, asphalt, steel, welding, etc. that may be necessary for construction of this project. Please do not hesitate to contact us if you have any questions or if we may be of any additional assistance. We look forward to assisting you during the construction of the proposed facility. Sincerely, AESCO Debra L. Perez Russell J. Scharlin, P.E., G.E. Project Manager Senior Geotechnical Engineer Adam Chamaa, P.E., G.E. Engineering Manager Construction Material Testing/Inspection ♦ Environmental ♦ Geotechnical Engineering Services TABLE OF CONTENTS Project No.20181555-F1685 Saybrook Sewer lift Station Section1 Introduction.....................................................................................................................1-1 Section 2 Field Investigation and Laboratory Testing.................................................................2-1 2.1 Field Investigation ...................................................................................2-1 2.2 Laboratory Testing...................................................................................2-2 Section3 Site Conditions...............................................................................................................3-1 3.1 Regional Geologic Setting.......................................................................3-1 3.2 Site and Subsurface Conditions...............................................................3-1 Section 4 Conclusions and Recommendations............................................................................4-1 4.1 Seismic Design.........................................................................................4-1 4.2 Liquefaction Potential..............................................................................4-1 4.3 Recommendations for Vault Foundation Design and Installation...........4-2 4.3.1 Mat Foundation............................................................................4-2 4.3.4 Waterproofing..............................................................................4-4 4.3.5 Uplift............................................................................................4-4 4.3.6 Differential Settlement.................................................................4-4 4.3.7 Pipe Bedding................................................................................4-5 4.3.8 Lateral Pressure for Thrust Block................................................4-5 4.5.1 Full Dewatering ...........................................................................4-7 4.5.2 Bottom Plug Option to Reduce Dewatering................................4-8 4.6 Existing Utilities......................................................................................4-8 4.7.1 Assessment of Adjacent Structures..............................................4-9 4.7.2 Vibrations during Construction..................................................4-10 4.7.3 Drainage.....................................................................................4-10 4.8 Soil Corrosivity......................................................................................4-10 4.9 Utility Trenches .....................................................................................4-11 4.10 Construction Procedures........................................................................4-11 4.11 Construction Observations and Field Testing........................................4-12 Section5 General Conditions........................................................................................................5-1 5.0 Limitations...............................................................................................5-1 AESCO i TABLE OF CONTENTS Protect No.20181555-F1685 Saybrook Sewer lift Statlon Appendix Appendix A Site.Vicinity Map Site Plan (Fig. 1) Appendix B Log of Boring B-1 Appendix C Laboratory Test Data Appendix D Seismic Design Data Appendix E Liquefaction Analysis AESCO ii Project No.20181555-F1685 Savbrook Sewer lift Station SECTION TWO Field Investigation and Laboratory Testing Geotechnical Report Saybrook Sewer Lift Station Saybrook Lane,North of Heil Avenue Huntington Beach, CA This report (authorized by Michael Baker International as defined in our proposal dated September 11, 2018), presents the results of a geotechnical investigation performed by AESCO for the replacement of the existing Saybrook Lift Station with a new Lift Station in Huntington Beach, CA. The layout of the proposed facility is shown on the Site Plan, Figure 1. The project consists of constructing a new sewer lift station and a new force main along Saybrook Lane to the nearest manhole to replace the existing force main to the south. The dimensions of the new lift station were not available at the time of this report. The depth of the bottom of the new lift station is assumed to be the same as the existing lift station which is approximately 20 feet below the bottom of the existing ground surface (As-Builts, Moffatt & Nichol Engineers, January 8, 1965). The scope of our services included the following: ➢ Coordinating site access for the field investigation; ➢ Obtaining utility clearances for the field investigation; ➢ Obtaining an encroachment permit from the City; ➢ Performing traffic control; ➢ Performing geotechnical drilling and sampling at the site; ➢ Performing laboratory testing of representative samples; ➢ Conducting a seismic hazards screening; ➢ Engineering analyses; and ➢ Preparing this report. This report summarizes our findings and presents geotechnical recommendations for design of the new lift station. 2.1 FIELD INVESTIGATION At the direction of the City of Huntington Beach, the field investigation consisted of a total of one boring. The location of the boring was determined by Michael Baker International and was AESCO 2-1 Prolect No.20181555-FI685 Saybrook Sewer lift Station SECTION TWO Field Investigation and Laboratory Testing placed near the location of the proposed lift station. The field investigation was performed on December 19, 2018 to obtain information on the subsurface conditions. The boring (B-1) was drilled with a hollow stem auger drill rig to a depth of 50 feet below the existing ground surface. The boring location is shown on the Site Plan, Figure 1. The site plan is based on a proposed site layout drawing by Michael Baker International, updated October 19, 2015. AESCO personnel logged the borings and visually classified and collected samples of the subsurface materials encountered in the boring. The boring was converted to a monitoring well at the completion of the boring. The Log of Boring B-1 is presented in the attached Appendix. Drive samples were taken in the boring using either a Standard Penetration Test (SPT) sampler or a Modified California(MC) sampler. The sampler was driven 18 inches into the bottom of the boreholes using a 140-pound hammer falling a distance of 30 inches. The MC sampler barrel was lined with stainless steel liners to collect relatively undisturbed soil samples. All samples were sealed and packaged to help preserve the natural moisture content and to protect them from further disturbance. 2.2 LABORATORY TESTING All testing was performed in accordance with ASTM Standards and California Test Methods. Laboratory testing performed in our Huntington Beach, California geotechnical laboratory consisted of water content (ASTM D4959), dry density (ASTM D2937), Atterberg Limits (ASTM D4318), direct shear (ASTM D3080), expansion index (ASTM D4829), and washed sieve analysis (ASTM D1140). Results of the laboratory tests are summarized on the Boring Log and are included in the attached Appendix. Chemical analyses, including pH (ASTM D1293), soluble sulfates (CT417), and soluble chlorides (CT422) were also performed. Results are presented in Section 4.7. Based on Expansion Index testing,the surficial sandy clay material has a low expansion potential (EI=14). AESCO 2-2 Project No.20181555-n685 Saybrook Sewer Lift Station SECTION THREE site Conditions 3.1 REGIONAL GEOLOGIC SETTING The project site is located in Huntington Beach, California, within the southern portion of the Los Angeles basin, in the transition between the northern portion of the Peninsular Ranges physiographic province and the southern portion of the Transverse Ranges physiographic province. The project area is considered to be within the Transverse Ranges physiographic province by Norris and Webb (1990) and within the Peninsular Ranges physiographic province by Yerkes et al. (1965). These two physiographic provinces have contrasting tectonic characteristics that overlap within the Los Angeles basin resulting in a complex tectonic environment marked by active faulting and historic seismicity. Geologic materials at the ground surface in the vicinity of the site consist of Quaternary alluvial sediments deposited by the Santa Ana River or its tributaries. 3.2 SITE AND SUBSURFACE CONDITIONS The ground surface of the proposed lift station project is covered with asphalt concrete pavement and is relatively flat. Existing underground utilities may be present within the site boundary. The material encountered in the boring below the asphaltic concrete and base consisted of sandy clay with silt to a depth of 3 feet, loose silty sand with minor gravel and clay to a depth of 6 feet, loose to medium dense sand/silty sand to a depth of 20 feet, stiff clayey silt with sand to a depth of 28 feet, dense to medium dense silty sand with clay to a depth of 38 feet, stiff to very stiff sandy clay with silt to a depth of 48 feet, and stiff to very stiff fat clay to the total depth drilled of 50 feet below the existing ground surface. The asphaltic concrete pavement was composed of 3 inches of asphaltic concrete over 17 inches of base. The soil described above, encountered in boring B-1, was only determined at the location of the planned lift station and does not cover the area of the proposed force main. Groundwater was encountered within the boring at a depth of 4 feet below the existing ground surface. Based on regional data, groundwater is anticipated to occur at a depth of approximately 5 feet to 10 feet (CGS, 1998). Depth to groundwater may fluctuate, depending on rainfall, possible groundwater recharge, sea water tidal level fluctuation, or pumping activity in the site vicinity. AESCO 3-1 SECTION FOUR Project No.20181555-f1685 Saybrook Sewer lift Station Conclusions and Recommendations 4.1 SEISMIC DESIGN A seismic hazards screening was performed for this site to evaluate potential seismic hazards. California Geological Survey (CGS), the 2016 California Building Code (CBC), the ATC Council, and the 2018 International Building Code(IBC). The site is located in the United States Geological Survey Seal Beach Quadrangle. Data reviewed yielded the following Seismic Parameters: Site Class D Spectral Response `Ss' 1.52lg Spectral Response `SMs' 1.521 g Spectral Response `S 1' 0.569g Spectral Response `SM1' 0.854g The computer program (EQFAULT, Version 3.00b) and data published by the CGS "The Revised 2002 California Probabilistic Seismic Hazard Maps," June 2003, were reviewed. Results of the fault search are presented in the Appendix. The search indicates that the Newport Inglewood Connected alt 2 fault is less than 'lz mile from the site. The CGS (CDMG, 2000-003) does delineate this site as being within an Alquist-Priolo Earthquake Fault Zone. With the active faults in the region, the site could be subjected to future strong ground shaking that may result from earthquakes on local to distant sources. 4.2 LIQUEFACTION POTENTIAL Liquefaction is a mode of ground failure that results from the generation of high pore water pressures during earthquake ground shaking, causing loss of shear strength. Liquefaction is typically a hazard where loose sandy soils exist below groundwater. The CGS has designated certain areas within southern California as potential liquefaction hazard zones. These are areas considered at a risk of liquefaction-related ground failure during a seismic event, based upon mapped surficial deposits and the presence of a relatively shallow water table. Materials encountered at the project site generally consist of loose to dense granular soil and stiff to very stiff cohesive material. The project site is located within a potential liquefaction hazard zone as designated by the CGS (1999). Groundwater was encountered within the boring at a depth of 4 feet below the existing ground surface. Based on regional data, groundwater is anticipated to occur at a depth of approximately 5 feet to 10 feet (CGS, 1998). Liquefaction analysis for the AESCO 4-1 SECTION FOUR Proled No.20181555-F1685 Saybrook Sewer lift Station Conclusions and Recommendations site was performed in accordance with the DMG Special Publication 117 and is attached. The liquefaction study utilized the software "LiquefyPro" by CivilTech Software and calculated liquefaction assuming a depth to groundwater of 0 feet below the existing ground surface. This analysis was based on the soils data from the exploratory boring log and laboratory test results. Maximum acceleration was calculated using the UBE of 0.639g as determined by the CGS website. Liquefaction potential was calculated from a depth of 0 to 50 feet below the ground surface. The factor of safety was greater than 1.0 except between 5 feet and 24 feet where the factor of safety ranged from 0.10 to 0.71 and between a depth of 13 feet and 17 feet where the factor of safety ranged from 0.36 and 0.42 and between a depth of 38 feet and 39 feet where the factor of safety ranged from 0.40 to 0.50 and below a depth of 49 feet where the factor of safety ranged from 0.37 to 0.38. Based on our analysis and test results we have concluded that the potential for liquefaction at the site is high. Other geologic hazards related to liquefaction, such as lateral spreading, are therefore also high. Based on calculation results, seismically-induced settlement of saturated and dry sands is estimated to be 8.25 inches and differential settlement is estimated to be between 4.13 and 5.45 inches. The liquefaction analysis is presented in Appendix E. 4.3 RECOMMENDATIONS FOR VAULT FOUNDATION DESIGN AND INSTALLATION The installation recommendations made in this section as well as in Section 4.7, Site Preparation and Earthwork, require very experienced contractors. We recommend that only contractors with at least 10 years of lift station installation experience in similar soil and groundwater conditions be considered for this project. 4.3.1 Mat Foundation Based on the results of our investigation, the proposed vault may be supported on a structural mat foundation established at the planned bottom of the vault. The base of the lift station vault at the anticipated depth of approximately 20 feet is expected to be in loose sand/silty (based on the material encountered in boring B-1). The bottom of the excavation should be overexcavated to a minimum of 1 foot and backfilled with lean concrete slurry to establish a working platform. Under static loading, total settlement up to about one inch may be expected. Differential settlement is not expected to exceed one-half inch. A professional Structural Engineer shall design the mat foundation. AESCO 4-2 SECTION FOUR Project No.20181555-Ft685 Saybrook Sewer lift Station Conclusions and Recommendations We recommend that a modulus of subgrade reaction of 100 tons per cubic foot be assumed for design. An allowable bearing pressure of 1500 psf may be assumed in the design of vault foundations supported on the compacted base although net downward loading will likely be less than the weight of the soil removed; uplift will likely govern the vertical design (see Section 4.3.5). A friction coefficient of 0.25 may be used for evaluating resistance to sliding for the lift station. An equivalent fluid density of 150 pcf may be used to calculate passive pressure resistance assuming a level surface, up to a maximum of 1500 psf for the lift station. 4.3.2 Lateral Earth Pressures Walls below grade will be subjected to lateral earth pressures from the retained soils and surcharge loads. Accordingly, these structures should be designed to resist appropriate lateral earth pressures. For design purposes, a triangular distribution of lateral earth pressures with a buoyant equivalent fluid pressure of 40 pounds per cubic foot (pcf) should be used in design of walls below grade for a restrained condition. For the active pressure condition a buoyant equivalent fluid pressure of 20 pcf is recommended. This assumes a horizontal grade behind the wall. Groundwater should also be assumed to be at the ground surface, exerting hydrostatic forces on the vault walls and base. Total lateral earth pressures acting on the wall during a seismic event will likely include the static force and the dynamic increment. Using the Mononobe-Okabe procedure, a dynamic lateral earth pressure increment (for a 0.295g) peak ground acceleration based on 10% probability of being exceeded in 50 years, (CGS) of 25H may be assumed for design purposes, where H (in units of feet) is the height of the soil behind the wall. This dynamic increment should be applied to the wall as a triangle pressure over the wall height starting from the top of the wall to the bottom and are added to the static active earth pressures. The lateral earth pressures recommended above are based upon the assumption that the backfill is granular, the ground surface behind the wall is level, and the wall backfill is well drained. The design values assume free-draining backfill materials are placed behind the wall. Surcharge pressures (dead or live) should be added to the above lateral earth pressures where surcharge loads may be located adjacent to the wall. Surcharge pressures should be applied as a uniform (rectangular) pressure distribution by using a pressure equal to 0.5 times the surcharge pressures. Vertical surcharges set back behind the wall a horizontal distance greater than the wall height AESCO 4-3 SECTION FOUR Project No.20IM555-FI685 Saybrook Sewer Lift Station Conclusions and Recommendations need not be added to the design pressure. The above coefficient assumes a uniform surcharge load. 4.3.3 Wall Backfill Backfill behind walls below grade should consist of granular backfill. To reduce the potential for settlement of backfill, it is essential that wall backfill be properly compacted in lifts. The minimum compaction standard for wall backfill should be 90 percent relative compaction in accordance with ASTM D1557. In the event that the wall backfill will support structures or facilities, the compaction standard should be increased to 95 percent relative compaction. Heavy compaction equipment should not be used within 5 feet of the wall. Small hand-operated compaction equipment should be used adjacent to the wall so as not to overstress the wall. The lift thickness with the smaller equipment should not be more than six inches. Alternatively,a sand-cement slurry can be used to backfill behind the wall. 4.3.4 Waterproofing The exterior walls of the vault should be waterproofed. For areas of pipe connections and penetrations the wall should be sealed with a "watertight" material. Waterproofing systems should be designed by the civil engineer. 4.3.5 Uplift The mat foundation should be designed to resist uplift. Resistance to uplift may be accomplished by thickening the mat foundation or by extending the mat foundation to a selected distance beyond the exterior walls of the structure (flanges). The resistance to uplift may be taken as the sum of the weight of the lift station structure and the weight of the soil within the zone of influence of the flanges. The depth of the groundwater should be considered at the ground surface when calculating the factor of safety against uplift. A total soil unit weight (y) of 120 pcf and submerged soil unit weight(7b) of 57.6 pcf may be used to calculate uplift load. 4.3.6 Differential Settlement Differential settlement between the walls of the structure and the pipeline connections should be anticipated. Movements as much as those estimated Section 4.2, Liquefaction Potential, should be accounted for. AESCO 4-4 SECTION FOUR Project No.20181555-Ft685 Saybrook Sewer lift Station Conclusions and Recommendations 4.3.7 Pipe Bedding Bedding material should be placed to a minimum depth of 12 inches below the invert of new piping and should extend 12 inches over the top of the pipeline. Bedding should also be placed at least 6 to 8 inches on either side of the pipelines. The bedding should be a uniform material and may consist of compacted, free-draining sand, gravel or crushed rock that meets the gradation requirements of the Orange County Sanitation Department and the latest edition of the Greenbook Standard Specifications for Public Works (with a sand equivalent value greater than 30). A modulus of soil reaction of 300 psi is recommended for estimating initial pipe deflections if granular bedding material is placed adjacent to the pipes. Filter fabric such as Mirafi 1120N or equivalent should be used to separate bedding material placed around the pipelines from the fine- grained in-place material to reduce the potential for piping and settlement. Placement of bedding material should be conducted at the same time on each side of the pipelines for proper protection of the pipes. Flooding or jetting for placement and compaction of backfill is not recommended. Bedding material and compaction requirements should be in accordance with the requirements presented in the "Site Preparation and Earthwork"and"Utility Trenches" sections of this report. 4.3.8 Lateral Pressure for Thrust Block Transferring thrust force to soil outside of the pipes through a thrust block will restrain thrust for buried pipelines. The following parameters may be used to calculate the thrust block lateral passive earth pressure; assuming groundwater at the ground surface: Pp= 100 psf/ft, with a maximum of 1000 psf Thrust block excavations should be backfilled with granular material in accordance with the requirements presented in the"Site Preparation and Earthwork" section of this report. 4.4 EXCAVATION AND SHORING The site is underlain by mostly wet, saturated soil. This material may be subject to heavy pumping during the site preparation. Temporary excavations should be evaluated in accordance with OSHA. Temporary cuts and trenches should not undermine support of structures or other improvements and setback requirements of governing jurisdictions and applicable building codes should be followed. Groundwater was encountered within the boring which was drilled to a maximum depth of 50 feet below grade. Historic high groundwater level is at a depth between 5 feet and 10 feet (CGS, 1998). Dewatering of the groundwater will be required for the lift station vault. AESCO 4-5 SECTION FOUR Prolect No.20181555-f1685 Saybrook Sewer lift Station Conclusions and Recommendations All excavations deeper than 4 feet should be shored. We anticipate that installation of the lift station vault will generally involve excavating up to 16 feet below grade in mostly sand/silty sand, sand and clayey material. The material can generally be classified as soil type (C) based on CAL-OSHA classification. Temporary construction slopes should not be steeper than 1'/z:1 (H:V). Since the work area is confined, shoring should be used to support the excavation. For the proposed vault excavation, shoring may consist of sheet piles or another water tight suitable system to retain the sides of the excavation and minimize water infiltration through the shoring. Since groundwater will be encountered within the excavation depth, it is highly recommended that a driven interlocking sheet pile system be installed. Shoring should be designed by a licensed engineer experienced in shoring design and submitted for our review. For the design of cantilever shoring, a minimum equivalent fluid pressure of 35H psf per foot of depth below grade and above groundwater may be used, where (H) is the height in feet. For pressure below groundwater and equivalent pressure of 17H plus water pressure (62.4 H) should be used. For the design of braced shoring supporting a sloping grade, we recommend such shoring be designed using a rectangular-shaped distribution of lateral earth pressure for a maximum earth pressure of 25H in psf(H is the total height of the braced excavation) above groundwater and maximum pressure of 15H below groundwater plus the water pressure. These values are based on the assumption that there are no surcharge loads, such as stockpiles of soil or construction materials, and that no loads act above a 1:1 (h:v) plane extending from the base of the shoring. If there are surcharge loads, then the effect of the loads should be considered on the lateral earth pressures. We recommend that sheet piling is the recommended method of shoring due to the high groundwater. The installation of sheet piling may control the horizontal infiltration of groundwater into the excavation. The design of the shored excavation should be performed by an engineer knowledgeable and experienced with the on-site soil conditions. The contractor should be aware that slope height, slope inclination or excavation depths should in no case exceed those specified in local, state or federal safety regulations, e.g. OSHA Health and Safety Standards for Excavation, 29 CFR Part 1926, or successor regulations. Such regulations are strictly enforced and, if not followed, the owner or the contractor could be liable for substantial penalties. AESCO 4-6 SECTION FOUR Proled No.20181555-F1685 Saybrook Sewer lift Station Conclusions and Recommendations 4.5 DEWATERING 4.5.1 Full Dewatering Groundwater was encountered within the boring at a depth of 4 feet below the existing ground surface. Based on regional data, groundwater is anticipated to occur at a depth between 5 feet and 10 feet (CGS, 1998). Depth to groundwater may fluctuate, depending on rainfall, possible groundwater recharge, sea water tidal level fluctuation, or pumping activity in the site vicinity. For design purposes, the groundwater should be assumed at the surface. Therefore, dewatering will be required during the construction of the vaults. The dewatering scheme likely will include pumping of groundwater from within the shoring systems and installing of point wells outside the excavations. A minimum of four point wells should be installed to a minimum depth of 40 feet below existing grade for each excavation. The screen opening of the point well should be designed to minimize pumping of the fine material. The screen opening should be based on the dewatering zone gradation. Filter sand should be installed in the annular space between the screen and the soils. The filter sand in the annular space should be a minimum of one diameter of the casing. Continuous monitoring of the dewatering wells shall remain in operation as long as the excavation is open. The groundwater should be lowered to approximately 3 feet below the depth of excavations; both inside and outside of the excavations. The dewatering system design should be performed by a specialty dewatering contractor. It is important to install a tight shoring system and use a sump pump to remove water from the bottom of the excavations. Lowering of the water table may result in an increase in effective stresses and may induce settlement of the soils underlying adjacent structures less than 20 feet from the excavations. Monitoring wells should be installed outside of the excavations on all sides to monitor the impact of dewatering to the groundwater. The groundwater levels should be monitored frequently during the dewatering process. Existing structures in the vicinity of the planned excavations should be evaluated with regard to the foundation type and potential for settlement. Settlement monuments should be provided to monitor settlement-sensitive structures within 200 feet radius from the excavation. It is imperative that the dewatering system pumps be continuously maintained in order to ensure continuous operation. Should any pump accidentally shut off, there should be an alarm system or other type of notification to alert the contractor that the pumps are off and allow for immediate response, repair or replacement. Extreme construction difficulties are anticipated should the groundwater level rise and enter the excavation before the lift station structure is completed. AESCO 4-7 SECTION FOUR Proled No.29181555-F1685 Saybrook Sewer lift Station Conclusions and Recommendations Disposal of groundwater should be performed in accordance with guidelines of the Regional Water Quality Control Board. Design of the groundwater control system is the responsibility of the contractor. 4.5.2 Bottom Plug Option to Reduce Dewatering An option that has been used to minimize dewatering is to drive the sheetpile wall system, dewater to a depth of at least 10 feet below the existing ground surface, and excavate the soils inside the sheeting below water to the base of the wet well. Then overexcavate to a minimum depth of 4 feet below the bottom of the well structure and backfill with a concrete plug. Once the concrete has reached proper strength, dewater inside the sheeting system to allow construction "in the dry". The dewatering designer would design this staged system and the actual thickness of the plug to resist the uplift. The dewatering system will reduce the uplift pressure, therefore should remain in the operation all times. The concrete plug should be installed in a manor that the shoring system can be removed while protecting the vault structure. 4.6 EXISTING UTILITIES The proposed vaults will be located near existing utilities. Care should be exercised not to disturb the existing utilities and to support them during construction. We recommend that a two- sack slurry mix be used to backfill excavation around surrounding utilities. 4.7 SITE PREPARATION AND EARTHWORK All grading and site preparation should be observed by experienced personnel reporting to the project Geotechnical Engineer. Our field monitoring services are an essential continuation of our prior studies to confirm and correlate the findings and our prior recommendations with the actual subsurface conditions exposed during construction, and to confirm that suitable fill soils are placed and properly compacted. The site should be cleared of vegetation, debris, concrete, organic matter, abandoned utility lines, contaminated soils (if any), and unsuitable material. Any existing fill encountered during site preparation should be excavated to the depth of the fill and to a horizontal distance equal to the depth of excavation. A representative of AESCO should confirm the depth of fill at the time of construction. As a minimum, where shallow foundations or surface slabs are to be placed, the upper three feet below the existing surface should be over-excavated and recompacted to at least 90 percent relative compaction as determined by ASTM D1557 at moisture contents 1 to 3 percent above optimum moisture. The bottom of the excavation shall be inspected by the AESCO 4-8 SECTION FOUR Project No.28181555-F1685 Saybrook Sewer lift Station Conclusions and Recommendations Geotechnical Engineer to confirm competent soil is reached. The side slopes of shallow excavations should be cut at a gradient no steeper than 1:1 (horizontal to vertical), while excavations greater than 5 feet high should be cut to a gradient no steeper than 2:1. Excavations should not extend below an imaginary 1.5:1 inclined plane projecting below the bottom edge of adjacent existing foundations and/or utilities unless properly shored or specifically analyzed further. All excavations should be observed by AESCO to confirm that all unsuitable material is removed from beneath the planned construction prior to placing fill. The bottom of all excavations, except at the vault, where fill is to be placed should be scarified to a depth of 6 inches, moisture conditioned to at least optimum water content, and compacted as described above. Excavations below the final grade level should be properly backfilled using approved fill material. The backfill and any additional fill should be placed in loose lifts less than 8 inches thick, moisture conditioned to 0 to 4 percent above optimum water content and compacted as directed above. Engineered fill should consist of soils with a maximum particle size of 3 inches, at least 80 percent passing the 3/4-inch sieve and with an expansion index not greater than 20. Fill materials should be free of construction debris, roots, organic matter, rubble, contaminated soils, and any other unsuitable or deleterious material as determined by the Geotechnical Engineer. The on-site soils appear to be suitable for use as compacted fill. We recommend that any imported fill material used shall be analyzed for acceptability by the Geotechnical Engineer prior to importing it to the site for use as engineered fill. A representative of the Geotechnical Engineer should observe all footing and slab subgrade surfaces and confirm that the exposed materials are firm. If loose, spongy, soft or other unacceptable materials, including undocumented fill, are encountered in the subgrade they should be removed to firm materials as determined by the Geotechnical Engineer's representative and replaced with either concrete or compacted engineered fill. 4.7.1 Assessment of Adjacent Structures Adjacent structures (within 200 feet) should be monitored for vibrations and ground surface settlement due to construction of the lift station. The monitoring program could include seismographs, groundwater observation wells, inclinometers, and other methods. Existing conditions should be documented prior to the start of construction. Documentation may include a crack survey, videotaping of deficiencies, floor level surveys, and other methods. The age and condition of existing utilities should also be documented. AESCO 4-9 SECTION FOUR Project No.20181555-FI685 Saybrook Sewer lift Station Conclusions and Recommendations 4.7.2 Vibrations during Construction Construction vibrations should be limited to a maximum of 0.2 inch per second to limit the amount of vibrations impacted by surrounding properties and settlement during construction. The use of seismographs located near residential properties in the vicinity of the construction can monitor the vibrations. 4.7.3 Drainage Surface water should be directed away from foundations through positive drainage. Positive drainage can be accomplished by sloping the surface at an inclination of 2 percent or greater for a distance of 4 feet away from the structures. Runoff should be directed to an existing drainage system. 4.8 SOIL CORROSIVITY The results of pH, soluble chloride, and soluble sulfate testing on a sample of the near surface soils are summarized in the following table: Soil Test Test Results Corrosion Potential Soluble Sulfates Negligible sulfate attack on (per CA 417) 93 ppm concrete. Soluble Chlorides 150 ppm Very corrosive potential to (per CA 422) buried ferrous metals pH 8.5 Severe corrosion potential to buried ferrous metals Concrete should be designed in accordance with the 2016 CBC, ACI 318 Section 4.3, Table 19.3.2.1 (2017). As the potential for sulfate attack on concrete appears negligible Type 11 Portland cement may be used with no maximum water to cement ratio for the purpose of sulfate attack abatement. The minimum compressive strength of concrete shall be 4,000 psi at 28 days and maximum slump during placement shall be five inches. All subgrade soils should be moistened to 125%of optimum moisture prior to the concrete pour. A qualified inspector, under the supervision of a professional engineer, shall inspect the concrete placement. The test results indicate that the on-site soils can be classified as severe corrosive potential to buried metallic structures (e.g. pipes). As a minimum, buried metal piping should be protected AESCO 4-10 SECTION FOUR Project No.20181555-F1685 Saybrook Sewer lift Station Conclusions and Recommendations with suitable coatings, wrappings, or seals. As an alternative, utility piping may be buried in PVC lined trenches and backfilled with clean sand. The width of the trenches should be a minimum of three times the diameter of the pipes. A corrosion consultant should be retained if more detailed evaluation or a protection system is desired. AESCO recommends that additional corrosivity evaluation shall be performed during grading operations and for any imported fill to ensure that corrosivity characteristics have not changed. 4.9 UTILITY TRENCHES The on-site material should be suitable to provide suitable support for underground utilities and piping that may be installed. Any soft and/or unsuitable material encountered at the bottom of excavations for such facilities should be removed and be replaced with an adequate bedding material. A non-expansive granular material with a sand equivalent greater than 30 should be used for bedding and shading of utilities. On-site material should be suitable for backfill of utility and pipe trenches from one foot above the top of the pipe to the final ground surface, provided the material is free of organic matter and deleterious substances. The trench bottom and the trench backfill should be mechanically placed and compacted in 8-inch lifts to at least 90 percent of the maximum dry density as determined by ASTM Test Method D 1557 (i.e. 90 percent relative compaction). Where trenches are placed beneath slabs or footings the backfill shall satisfy the gradation and expansion index requirements of engineered fill (see Section 4.6). Flooding or jetting for placement and compaction of backfill is not recommended. 4.10 CONSTRUCTION PROCEDURES The soils at the site are fine grained materials composed of a significant amount of fine materials such as fine sands, silts and clays. These soils are subject to extreme changes in shear strength with varying moisture conditions and it may be very difficult to move equipment about the site. Also, once the soil becomes saturated, compaction operations can be seriously hampered by a tendency of the fine material to "pump". Consequently, it is recommended that adequate site drainage, adequate dewatering be established prior to and continued during and following construction operations to prevent ponding of water on or adjacent to the construction area and subsequent saturation of the soil. Compaction operations may be expedited by using light compaction equipment and thin lifts of soil. Rolling only as necessary to obtain compaction is advisable because further repetitive loading may cause the subgrade to "pump". Once the soil AESCO 4-11 SECTION FOUR Project No.20181555-F1685 Saybrook Sewer lift Station Conclusions and Recommendations begins to "pump", it generally becomes necessary to undercut the poor soil, waste it and replace it with controlled fill. Compaction operations and installation of the foundations should be supervised by the Geotechnical Engineer. All foundation excavations should be inspected to verify cleaning and bearing stratum. Concrete should be placed in foundation excavations as soon as practical after forming and final clean-up have been approved to avoid prolonged exposure of the bearing stratum and possible disturbance due to standing water, desiccation or construction operations. 4.11 CONSTRUCTION OBSERVATIONS AND FIELD TESTING As Geotechnical Engineer of record, construction observation and field testing services are an essential continuation of this geotechnical study to confirm and correlate our findings and recommendations with the actual subsurface conditions exposed during construction. As such,to maintain the status of Geotechnical Engineer of record,AESCO should be present to observe and provide testing during the following construction activities: ➢ Excavation for vault ➢ Shoring Installation ➢ Dewatering system ➢ Concrete placement ➢ Structural backfill ➢ Rebar placement ➢ Settlement and vibration monitoring ➢ Placement of all fill AESCO 4-12 Prolect No.20181555-F1685 Saybrook Sewer lift Station SECTION FIVE General Conditions 5.0 LIMITATIONS It must be recognized that conclusions reached in this report are based on conditions, which exist at the boring location. In any subsoil investigation, it is necessary to assume that the subsoil conditions between boring(s) do not change significantly. The number of the borings, locations, and spacing are chosen as per the client's direction and available budget. Note that the boring(s) were placed as close to the location of the proposed structure(s) as possible. The boring locations are approximate and surveying is beyond the scope of our work. Consequently, careful observations must be made during construction to detect significant deviations of actual conditions throughout the construction area from those inferred from the exploratory borings. In the event that significant changes in design loads or structural characteristics are made, AESCO should be retained to review our original design recommendations and their applicability to the revised design plans. In this way, any required supplemental recommendations can be made in a timely manner. Should any unusual conditions be encountered during construction, this office should be notified immediately so that further investigations and supplemental recommendations can be made. Geotechnical observations and testing should be provided on a continuous basis during grading, excavation, and installation of the foundations. If parties other than AESCO are engaged to provide geotechnical services during construction they will be required to assume the full responsibility for the geotechnical phase of the project by adhering to the recommendations of this report. AESCO 5-1 APPENDIX A SITE VICINITY MAP SITE PLAN (Fig. 1) AESCO 20181555 Seal Beach Naval Weapons Station Seal Beach '' I skylairk Dr i Edinger Ave C View -----7 ` @rav r Edinger va; r_5 Haven Audrey Dr c f--} dra D I I c Haven Park J �4ey9 �y�S Q� ' @e -J Pak 1n m 1 Go F� pin �� \� Q ' via Suite Dr _ —" Z m `'n & S o T C French Park y eases 4 ,,/ �� T Y ~ Sisson D: Q q I Seascape Saybrook Ln,Huntington Bea... 9(Jar-lus Or Sdybruok Ln Eta Dr N Me r .1 rioidad ��� t g Huntinqton Beach,CA 92649 r_ - Hyland �c rya �Dr _ r Dr, I l L � u l— uumnnldt ' Heil Ave kJ (� �,` Heil Ave= ' C— A ljre� Island .XM 1cd Huntington Harbor S Huntington' / ) Lago Di. Harbour r _/ Prairie Dr >„d O 7 �.•._... °o,''�ii m� c (` "'' Huntington CI n !;� z�o� so��t Beach arse St Pearce �L� - n o\ p1er �c — Pe Sunset ,Beach m� c Sitlima� V ` - 1v m ,tt�� T mail\\ i , j foW D� C� � �� to 11 �/i60iR SA ; m Davenport Dr Ualnnp--t - " Ln—v West, Warner Ave 1 dP t'ry (` _ e 2 a f \4 Edewater gDunbar Ave Pacific <�oy ., I L f-- l �0 4 Ocean r� ,' r j� c0 ` >n Warner Ave = Los Patos Ave Botsa Chica Ecological R Ilfleet Dr n Reserve o rnl 02 04 0.6 0.6 Copyright 0 antl(P)1888-2012 Microsoft Corporation and/or its suppl ers.All rights reserved.hftp.//www microsoR.com/streets/ Certain mapping and direction data 02012 NAVTEQ All nghfs reserved The Data for areas of Canada includes Information taken with permission from Canadian authonbes,including 0 Her Majesty the Oueen in Right of Canada.O Queen's Printer for Ontano.NAVTEQ and NAVTEQ ON BOARD are trademarks of NAVTEO.C 2012 Tele Atlas North Amenca,Inc.All nghM reserved.Tele Atlas and Tele Atlas NoM Amenca are trademarks of Tele Atlas.Inc C 2012 by Applied Geographic Saluo ors.All rights reamed Portions O Copyright 2012 by Woodall Publications Corp All rights reserved RFP—Saybrook Lane Sewer Lift Station—Existing Utilities Map I - - e — N Fisher I Dr. J , Y O 1 J I I B-1 CV N C ■ M ifl V (O L. Lift Station f 2 le u � Heil Ave - Force Main ,�MH/End of Pro' rn tO j � G Leoend Sewer Pg 1 Water Stone Drain ------- LEGEND B-1 Approximate Location of Boring Michael Baker International . Project No.:20181555-F1685 Not to scale Project Name:Saybrook Lane Sewer Lift Station Site Address:Saybrook at Heil,Huntington Beach,CA SITE PLAN Date: 12-19-18 Figure 1 APPENDIX B LOG OF BORING B-1 AESCO MAJOR DIVISION GRAPHIC LETTER TYPICAL DESCRIPTIONS SYMBOL SYMBOL WELL GRADED GRAVELS,GRAVEL G,/1/ SAND MIXTURES,LITTLE OR NO GRAVEL AND CLEAN GRAVEL V V FINES GRAVELLY (LITTLE OR NO SOILS FINES) POORLY GRADED GRAVELS,GRAVE COARSE G D [SFINES MIXTURES,LITTLE OR NO GRAINED r SOILS G M SILTY GRAVELS,GRAVEL SAND SIL I MORE THAN GRAVEL WITH MIXTURE 50%OF COARSE FINES FRACTION (APPRECIABLE RETAINED ON AMOUNT OF CLAYEY GRAVELS,GRAVEL SAND NO.4 SIEVE FINES) GC CLAY MIXTURES WELL GRADED SANDS,GRAVELLY S 1 n I SANDS, LITTLE OR NO FINES SAND AND CLEAN SAND V V MORE THAN SANDY SOILS (LITTLE OR NO 50%BY FIDES) . . . . . . POORLY GRADED SANDS,GRAVELLI WEIGHT OF ' ' ' • • ' S P SANDS,LITTLE OR NO FINES MATERIAL IS . . • . . LARGER THAN 200 MORE THAN ^M SILTY SANDS,SAND-SILT MIXTURES SIEVE 50%OF COARSE SANDS WITH J FRACTION FINE PASSING N0.4 (APPRECIABLE AMOUNT OF MIXTURES INORGANIC SAND-CLAY SIEVE FINES) S C INORGANIC SILTS AND VERY FINE M L SANDS,ROCK FLOUR, SILTY OR CLAYEY FINE SANDS OR CLAYEY SILTS WITH SLIGHT PLASTICITY LIQUID LIMIT INORGANIC CLAYS OF LOW TO FINE GRAINED SILTS AND MEDIUM PLASTICITY,GRAVELLY SOILS CLAYS <50 C L CLAYS,SANDY CLAYS,SILTY CLAYS. LEAN CLAYS ORGANIC SILTS AND ORGANIC SILTY O CLAYS OF LOW PLASTICITY INORGANIC SILTS,MICACEOUS OR M H DIATOMACEOUS FINE SAND OR MORE THAN SILTY SOILS 50%BY WEIGHT OF SILTS LIQUID LIMIT INORGANIC CLAYS OF HIGH MATERIAL IS CLAYS >50 CH PLATICITY,FAT CLAYS SMALLER THAN 200 SIEVE / j/ OH ORGANIC CLAYS, MEDIUM TO HIGH PLASTICITY,ORGANIC SILTS PEAT,SWAMP SOILS WITH HIGH HIGHLY ORGANIC SOILS PT ORGANIC CONTENTS JUNIFIED SOIL CLASSIFICATION SYSTEM 0 0 0 ® Split Spoon Sample(SPT) Ground Water Level AESCO KEY © California Modified Sample N SPT Blows/ft mHand Auger Sample P Penetrometer TSF LOG OF BORING NO.B-1 AESCO Project: Saybrook Lane Sewer Lift Station Location: Saybrook Lane,North of Heil WATER: Encountered at 4 Feet Avenue Huntington Beach,CA Client: Michael Baker International Logger: DRILLING: Dab: 12/19/18 Project No. 20181555-Fl685 Hollow Stem Auger FIELD DATA TESTS LABORATORY DATA DESCRIPTION OF STRATUM SOIL DEK. Ih MOISTURE DRY LIWI) PLASTIC PLASTIORY Lm—i iCary PASSING DRECT SHEAR EAPANSKN SYMBOL (FT) T- OONTEM DENSRY LIMITS LIMITS INDEX SI— TDOSIEVE COHESION ANGLE INDEA Elevation:10 ft.AM SL I- % PCF % % s TSF % % P. on 3"AC117"Base 3"Asphaltic Concrete/17"Base 2 14.7 29 14 15 57.8 14 Dark brown sandy CLAY(CL),moist,while 4 12.5 18.5 Brown silty SAND(SM),moist,w/minor gravel, w/minor clay,coarse grained N=3 22.3 0 271 S Loose,sat at 4' N=1 16.8 5.8 Brown SAND/silty SAND(SP/SM),loose,saturated 8 C PN=5 16.0 116.9 0 30 Light brown at 8' 10 13 N=6 11.4 4.5 Brown at 13' 16 18 C 20 N=16 13.7 120.7 Medium dense at 18' Brown clayey SILT(MIL),stiff,saturated,wfsand 23 25 N-10 37.4 90.2 28 N-32 16.6 NP NP NP 33.9 Brown silty SAND(SM),dense,saturated,w/clay 30 33 N-25 27.6 Medium dense at 33' 35 38 N-16 20.3 35 16 19 57.9 Brown sandy CLAY(CL),stiff to wry stiff,saturated, 40 whilt 43 N-20 29.4 Gray-brown,very stiff at 43' 45 48 50 N=18 34.9 fit 137 1 1 1 "J 1 1 1 Gray fat CLAY(CH),stiff to very stiff,saturated Boring Terminated at 50 Feet TUBE SAMPLE .G—i wm,LwM `; Htd,v,Mc G— wMx— N•OPT.BLOwS"FT REMARKS: AUGER SAM E T.TH ALvwBIPT NP:Non Plastic Materials C CAJFIm.MDOIFIEOSAMKM �ro,ma, P„wuaSsi gyp, 'NAlOPELA.TSF • m Remolded Saples SPUTSFOON Blow Counts Corrected for California Modified Sampler NO RE—ERY CL entl CH SM SPISM 11111111111 Jill III IML 0.6 multiplier).Auto-Hemmer. 8"HAS APPENDIX C LABORATORY TEST DATA AESCO . Orange County San Bernardino County 17782 Georgetown Lane 14163 Arrow Boulevard Huntington Beach,California 92647 Fontana,California 92335 Tele:(714)375-3830 Tele:(909)284-9200 AESCO Fax: (714)375-3831 Fax:(909)284-9201 Site/Client: Saybrook Lift Station Project No: 20181555-F1685 Boring No:B-1 Depth (ft): 4-6' yd (pcfl= 115.0 C (pSO= 0 � (deg) = 27 W int= 16.9% Remolded (Y/N): Y Soil Type: SM ASTM D3080 Direct Shear Results 4000 3500 3000 2500 Y! a 2000 m H N N 1500 1000 500 0 0 500 1000 1500 2000 2500 3000 3500 4000 Normal Stress(pst7 . Orange County San Bernardino County 17782 Georgetown Lane 14163 Arrow Boulevard Huntington Beach,California 92647 Fontana,California 92335 Tele:(714)375-3830 Tele:(909)284-9200 AE5C0 Fax: (714)375-3831 Fax:(909)284-9201 Site/Client: Saybrook Lift Station Project No: 20181555-F1685 Boring No:B-1 Depth (ft): 8-10' Yd (pcf)= 116.9 C (pSO= 0 � (deg) = 30 W int= 16.0% Remolded(Y/N): N Soil Type: SP/SM ASTM D3080 Direct Shear Results 4000 3500 3000 2500 c N a a 2000 m N A N 1500 1000 500 0 0 500 1000 1500 2000 2500 3000 3500 4000 Normal Stress(psf) APPENDIX D SEISMIC DESIGN DATA AESCO 1/22/2019 Unified Hazard Tool U.S. Geological Survey- Earthquake Hazards Program Unified Hazard Tool Please do not use this tool to obtain ground motion parameter values for the design code reference documents covered by the U.S. Seismic Design Maps web tools (e.g., the International Building Code and the ASCE 7 or 41 Standard). The values returned by the two applications are not identical. ^ Input Edition Spectral Period Conterminous U.S. 2014 (v4.0.x) Peak ground acceleration Latitude Time Horizon Decimal degrees Return period in years 33.7204 2475 Longitude Decimal degrees,negative values for western longitudes -118.0531 Site Class 760 m/s (B/C boundary) https://earthquake.usgs.gov/hazards/interactive/ 1/2 1/22/2019 Unified Hazard Tool ^ Hazard Curve Hazard Curves Uniform Hazard Response Spectrum 1e+0 2.6 2.4 le-1 22 C 2.0 N le 2 I.B N m le-3 Co 1.6 0 1.4 T � f y lei- 1.2 C v o' l.o ti le-5 Q 0.8 0.6 o.a Spectral Period(s):PG Time Horiian 2475 years A i.Pe kGrw.rd o 2 Ground Motion(g):0.6392 1e-7 —0.20Second5pe Acceleration 1.00 Second Spectral Acceleration 0.0 1e-2 1e-1 1e+0 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 Ground Motion(g) Spectral Period(s) View Raw Data https://earthquake.usgs.gov/hazards/interactive/ 2/2 1/22/2019 Unified Hazard Tool U.S. Geological Survey- Earthquake Hazards Program Unified Hazard Tool Please do not use this tool to obtain ground motion parameter values for the design code reference documents covered by the U.S. Seismic Design Maps web tools (e.g.,the International Building Code and the ASCE 7 or 41 Standard). The values returned by the two applications are not identical. ^ Input Edition Spectral Period Conterminous U.S. 2014 (v4.0.x) Peak ground acceleration Latitude Time Horizon Decimal degrees Return period in years 33.7204 475 Longitude Decimal degrees,negative values for western longitudes -118.0531 Site Class 760 m/s (B/C boundary) https://earthquake.usgs.gov/hazards/interactive/ 1/2 1/22/2019 Unified Hazard Tool Hazard Curve Hazard Curves Uniform Hazard Response Spectrum 1N0 2.8 2.4 let 22 u y 2.0 1e-2 1.8 4, m 1e-3 co 1.6 C - 1.4 T � y le-4 v 1.2 � c � 1.0 a o le-5 0 O.8 0.6 Spectral Period(s):PW1 1e� Ground Motion(g):III II Time Horizon 475 yea. 0.4 ♦-PxkG— 11mWndoo 0.2 1e.7 +0.20 Second Spechal Acceleration 'l N Second Spectral Acce4e2Uon 0.0 le-2 le-1 1e+0 0.0 0.1 0.2 0.3 OA 0.5 0.6 0.7 0.8 0.9 1.0 Ground Motion(g) Spectral Period(s) View Raw Data https://earthquake.usgs.gov/hazards/interactive/ 2/2 1/22/2019 ATC Hazards by Location A This is a beta release of the new ATC Hazards by Location website. 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Mc Hazards by Location Search Information Coordinates: 33.7204,-118.0531 T i m esta m p: 2019-01-22 T23:08:16.825Z Hazard Type: Seismic Reference Document: ASCE7-10 Risk Category: III Site Class: D Report Title: Saybrook Lift Station Map Results An eles Venous National Forest She r, o © L J Channel Oxnard 93 8 Los Angeles San Bernardino Islands Riverside National Park c aheim @ Palm Springs Joshua Tree o o National Park Long Beacho Irvine ® San Indio ° Bernardino °La Quinta National Forest Temecula Catalina Island ° Essential sa,� Fish Habitat.. o? ® Cleveland sF Vista National Forest + 0 o An1a$orr'Va data®".deport•map error " (:arlsbatl neee„ P MCER Horizontal Response Spectrum Design Horizontal Response Spectrum Sa(g) Sa(g) 1.40 1.00 1.20 0.80 1.00 0.60 0.80 0.60 0.40 0.40 0.20 0.20 0.00 0.00 0 2 4 6 8 Period(s) 0 2 4 6 8 Period Text Results Basic Parameters Name Value Description SS 1.521 MCER ground motion(period=0.2s) S1 0.569 MCER ground motion(period=1.0s) SMS 1.521 Site-modified spectral acceleration value SM1 0.854 Site-modified spectral acceleration value SIDS 1,014 Numeric seismic design value at 0.2s SA https:/Ihazards.atcouncil.org/#/seismic?lat=33.7204&ing=-l18.0531&address= 1/2 1/22/2019 ATC Hazards by Location SDr 0.569 Numeric seismic design value at 1.0s SA Additional Information Name Value Description SDC D Seismic design category Fa 1 Site amplification factor at 0.2s F 1.5 Site amplification factor at 1.Os PGA 0.587 MCEG peak ground acceleration FpGA 1 Site amplification factor at PGA PGAM 0.587 Site modified peak ground acceleration TL 8 Long-period transition period(s) SsRT 1.521 Probabilistic risk-targeted ground motion(0.2s) SsUH 1.58 Factored uniform-hazard spectral acceleration(2%probability of exceedance in 50 years) SsD 2.488 Factored deterministic acceleration value(0.2s) S1RT 0.569 Probabilistic risk-targeted ground motion(1.0s) S1 UH 0.575 Factored uniform-hazard spectral acceleration(2%probability of exceedance in 50 years) S1D 1.083 Factored deterministic acceleration value(1.0s) PGAd 0.959 Factored deterministic acceleration value(PGA) The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this fool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are provided by the United States Geological Survey Seismic Design Web Services. While the information presented on this website is believed to be correct,ATC and its sponsors and contributors assume no responsibility or liability for its accuracy.The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy.suitability and applicability by engineers or other licensed professionals.ATC does not intend that the use of this information replace the sound judgment of such competent professionals,having experience and knowledge in the field of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website.Users of the information from this website assume all liability arising from such use.Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. https://hazards.atcouncil.org/#/seismic?lat=33.7204&lng=-ll 8.0531&address= 2/2 1/22/2019 2008 National Seismic Hazard Maps-Source Parameters U.S. Geological Survey- Earthquake Hazards Program 20o8 National Seismic Hazard Maps - Source Parameters New Search 'nit!, '!F, 7•a Newport Inglewood Connected alt 2 California GEOMETRY Dip(degrees) 90 Dip direction V Sense of slip strike slip Rupture top (km) 0 Rupture bottom (km) 11 Rake(degrees) 180 Length (km) 208 MODEL t>r' Slip Rate 1.3 Probability of activity 1 ELLSWORTH HANKS Minimum magnitude 6.5 6.5 Maximum magnitude 7.50 7.50 b-value 0.8 0.8 Fault Model Deformation Char Rate https://earthquake.usgs.gov/cfusionihazfaults_2008_search/view_fault.cfm?cfault_id=127_alt2 1/2 1/22/2019 2008 National Seismic Hazard Maps-Source Parameters Stitched 2.4 3.81e-04/3.81e-04 1.885/1.885 0.50 1 1st Value is based on Ellsworth relation and 2nd value is based on Hanks and Bakun relation Rose Canyon;Newport-Inglewood (Offshore); Newport-Inglewood,aft 2 Selected References Working Group on California Earthquake Probabilities,1995,Seismic hazards in southern California—Probable earthquakes, 1994 to 2024: Bulletin of the Seismological Society of America,v.85, no.2, p.379-439. https://earthquake.usgs.gov/cfusion/hazfaults_2008_search/view_fault.cfm?cfault_id=127_alt2 2/2 1/22/2019 2008 National Seismic Hazard Maps-Source Parameters U.S.Geological Survey-Earthquake Hazards Program 20o8 National Seismic Hazard Maps - Source Parameters New Search Pref Distance Slip Dip Dip SUPRupture RuptureLength Name State Top Bottom in Miles Rate (degrees) Dir Sense (km) (mm/yr) (km) (km) 0.31 hj=pDj IngIe_wood Connected alt2 CA 1.3 90 V strike 0 11 208 slip 0.53 Newport Inglewgod Connected alt 1 CA 1.3 89 strike 0 11 208 slip 0.53 Newport-Inglewood,alti CA 1 88 strike 0 15 65 slip 7.08 San Joao in Hills CA 0.5 23 SW thrust 2 13 27 9.74 Palos Verdes CA 3 90 v strike 0 14 99 slip 9.74 Palos Verdes Connected CA 3 90 V strike sliP 0 10 285 11.55 Puente Hills(Coy e Hill ). CA 0.7 26 N thrust 2.8 15 17 11.93 Newport-Ingl wood( ff hor ). CA 1.5 90 v strike 0 10 66 slip 13.53 Puente Hills(Santa Fe Springs), CA 0.7 29 N thrust 2.8 15 11 17.45 E strike inore;W+GI+T+J+CM CA n/a 84 NE 0 16 241 slip 17.45 Elsinore;W CA 2.5 75 NE strike 0 14 46 slip 17.45 Elsinore;W+ I CA n/a 81 NE strike 0 14 83 P 17.45 Elsinor ; + + CA n/a 84 NE strike 0 14 124 slip 17.45 Elsinore;W+GI+T+J CA n/a 84 NE strike 0 16 199 slip 17.64 Puente Hills(LA). CA 0.7 27 N thrust 2.1 15 22 23.92 Elysian Park(Upper) CA 1.3 50 NE reverse 3 15 20 24.13 San Jose CA 0.5 74 NW strike 0 15 20 P 26.02 Chino, t 1 CA 1 50 SW strike 0 9 24 sli p 26.20 Chino,alt 2 CA 1 65 SW strike 0 14 29 slip https://earthquake.usgs.gov/cfusion/hazfaults_2008_search/query_resufs.cfm 1/7 1/22/2019 2008 National Seismic Hazard Maps-Source Parameters 27.63 Elsinore;GI+T CA 5 90 V strike 0 14 78 slip strike 27.63 Elsinore; I+T+ CA n/a 86 NE slip 0 17 153 strike 27.63 Elsinor ;GI+T+J+CM CA n/a 86 NE slip 0 16 195 strike 27.63 Elsinor ;Gl CA 5 90 V slip 0 13 37 strike 27.78 Raymgnd CA 1.5 79 N slip 0 16 22 28.91 Verdugg CA 0.5 55 NE reverse 0 15 29 stri ke 29.33 Hollywood CA 1 70 N slip 0 17 17 strike 29.93 Santa Monica Connected alt 2 CA 2.4 44 slip 0.8 11 93 30.31 Sierra Madre CA 2 53 N reverse 0 14 57 30.31 Sierra Madre Connected CA 2 51 reverse 0 14 76 strike 31.34 Coronado Bank CA 3 90 V slip 0 9 186 31.66 Clarnshell-Sawpit CA 0.5 50 NW reverse 0 14 16 strike 31.69 Santa Monica, t 1 CA 1 75 N slip 0 18 14 strike 31.69 Santa Monica Connected alt 1 CA 2.6 51 slip 0 16 79 33.53 Cucamonga CA 5 45 N thrust 0 8 28 strike 34.50 Malibu Coast,alt 2 CA 0.3 74 N slip 0 16 38 strike 34.50 Malibu Coast,alt 1 CA 0.3 75 N slip 0 8 38 35.40 Anacapa-Dume, t2 CA 3 41 N thrust 1.2 12 65 strike 38.38 Elsinore;I CA 5 90 V slip 0 14 52 strike 38.38 Elsinore; + + CA n/a 85 NE slip 0 16 169 strike 38.38 Elsinore;TrJ CA n/a 86 NE slip 0 17 127 40.90 Sierra Madre(San Fernando). CA 2 45 N thrust 0 13 18 41.17 Anacapa-Dume,alt 1 CA 3 45 N thrust 0 16 51 strike 43.21 San Gabriel CA 1 61 N slip 0 15 71 https://earthquake.usgs.gov/cfusion/hazfaults_2008_search/query_results.cfm 2/7 1/22/2019 2008 National Seismic Hazard Maps-Source Parameters 44.71 NorthridgE CA 1.5 35 S thrust 7.4 17 33 48.28 San Jacinto;SBV+SJV+A+CC+B+SM CA n/a 90 V strike 0.1 15 241 slip 48.28 San Jacinto;SBV+SJV+A+CC+B CA n/a 90 V strike 0.1 15 215 slip 48.28 San Jacinto;SBV+SJV+A+CC CA n/a 90 V strike 0 16 181 slip 48.28 San Jacinto; BBVV++S V CA n/a 90 V strike 0 16 88 slip 48.28 San Jacinto;SBV+SJV+A CA n/a 90 V strike 0 16 134 slip 48.28 San JacintO;SBV+SJV+A+C CA n/a 90 V strike 0 17 181 slip 48.28 San Jacinto;SBV CA 6 90 V strike 0 16 45 slip 48.54 Santa Susana,a t 1 CA 5 55 N reverse 0 16 27 49.71 San CA n/a 86 strike 0.1 13 512 Andrea ;CH+CC+BB+NM+SM+NSB+SSB+BG+CO slip 49.71 S.San Andreas;LM CA 29 90 V strike sliP 0 13 98 49.71 S.San Andreas;BB+NM+SM+NSB CA n/a 90 V strike 0 14 220 slip 49.71 S.San CA n/a 86 strike 0.1 13 548 Andrea ;PK+CH+CC+BB+NM+SM+NSB+SSB+BG+CO slip 49.71 S.San strike Andreas;PK+CH+CC+BB+NM+SM+NSB+SSB+BG CA n/a 86 0.1 13 479 slip 49.71 S.San Andreas;PK+CH+CC+gg+NM+SM*NSB+SSB CA n/a 90 V strike 0.1 13 421 slip 49.71 S.San And reas;PK+CH+CC+BB+NM+SM+NSB CA n/a 90 V strike 0.1 13 377 slip 49.71 S.San Andreas;PK+CH+CC+BB+NM+SM CA n/a 90 V strike 0.1 13 342 slip 49.71 S.San Andreas,6B+NM+SM CA n/a 90 V strike 0 14 184 slip 49.71 S.San Andreas;NM+SM+NSB+SSB+BG+CO CA n/a 84 strike 0.1 13 340 slip 49.71 S.San Andreas;NM+SM+NSB+SSB+BG strike CA n/a 83 0 14 271 slip 49.71 S.San Andreas;NM+SM+NSB+SSB CA n/a 90 V strike 0 13 213 slip 49.71 S.San Andreas;NM+SM+N56 CA n/a 90 V strike 0 13 170 slip https://earthquake.usgs.gov/cfusion/hazfaults_2008_search/query_results.cfm 3/7 1/22/2019 2008 National Seismic Hazard Maps-Source Parameters 49.71 5,San Andrea s;NM+SM CA n/a 90 V strike 0 14 134 slip strike 49.71 S.San Andreas;CH+CC+BB+NM+SM+NSB+SSB+BG CA n/a 86 slip 0 14 442 strike 49.71 S.San Andreas;CH+CC+BB+NM+SM+NSB+SSB CA n/a 90 V slip 0 14 384 strike 49.71 S.San Andrea s;CH+CC+BB+NM+SM+NSB CA n/a 90 V slip 0 14 341 strike 49.71 S.San Andreas;CC+BB+NM+SM+NSB+SSB+BG+CO CA n/a 86 slip 0.1 13 449 strike 49.71 S.San Andreas;BB+NM+SM+NSB+SSB+BG CA n/a 84 slip 0 14 321 strike 49.71 S.San Andreas;SM+NSB+SSB+BG+CO CA n/a 83 slip 0.1 13 303 strike 49.71 S.San Andreas;CC+BB+NM+SM+NSB+SSB CA n/a 90 V slip 0 14 322 strike 49.71 S.San Andreas;CC+BB+NM+SM+NSB CA n/a 90 V slip 0 14 279 strike 49.71 S.San Andreas;CC+BB+NM+SM CA n/a 90 V slip 0 14 243 strike 49.71 S.San Andreas;SM+NSB+SSB+BG CA n/a 81 slip 0 13 234 strike 49.71 S.San Andreas;SM+NSB+SSB CA n/a 90 V slip 0 13 176 strike 49.71 S.San Andreas;SM+NSB CA n/a 90 V slip 0 13 133 strike 49.71 S.San Andreas;BB+NM+SM+NSB+SSB+BG+CO CA n/a 85 slip 0.1 13 390 strike 49.71 S.San Andreas;CH+CC+BB+NM+SM CA n/a 90 V slip 0 14 306 strike 49.71 S.San Andrea s;CC+BB+NM+SM+NSB+SSB+BG CA n/a 85 slip 0 14 380 strike 49.71 S.San Andrea s;BB+NM+SM+NSB+SSB CA n/a 90 V slip 0 14 263 strike 50.21 S.San Andreas;NSB+SSB+BG CA n/a 75 slip 0 14 136 strike 50.21 S.San Andreas;NSB+SSB+BG+CO CA n/a 79 slip 0.2 12 206 strike 50.21 S.San Andreas;N5B CA 22 90 V slip 0 13 35 strike 50.21 S.San Andrea s;N B+ B CA n/a 90 V slip 0 13 79 51.14 San Jacinto; JV+A CA n/a 90 V strike 0 17 89 hftps://earthquake.usgs.gov/cfusion/hazfaufs_2008_search/query_resuks.cfrn 4/7 1/22/2019 2008 National Seismic Hazard Maps-Source Parameters slip 51.14 San Jacinto; JJVV strike CA 18 90 V slip 0 16 43 51.14 San Jacinto; +A+ CA n/a 90 V strike 0 17 136 slip 51.14 San Jacinto; V+A+ CA n/a 90 V strike 0 16 136 slip 51.14 San Jacinto;SJV+A+CC+B CA n/a 90 V strike 0.1 15 170 slip 51.14 San Jacinto;S3V+A+CC+B+SM CA n/a 90 V strike 0.1 15 196 slip 52.88 CClgghorn CA 3 90 V strike 0 16 25 slip 54.62 Simi-Santa Rosa CA 1 60 strike 1 12 39 slip 54.93 R strike anyon CA 1.5 90 V 0 8 70 slip 55.56 San Jacinto;A+CC CA n/a 90 V strike 0 16 118 slip 55.56 San Jacinto;A CA 9 90 V strike 0 17 71 slip 55.56 San Jacinto;A+C +B CA n/a 90 V strike 0.1 15 152 slip 55.56 San Jacinto;A±C CA n/a 90 V strike slip 0 17 118 55.56 San Jacinto;A+CC+B+SM CA n/a 90 V strike 0.1 15 178 slip 55.83 Ho r,alt 1 CA 0.4 58 S reverse 0 19 20 56.14 S.San Andreas;S58+BG+CO CA n/a 77 strike 0.2 12 170 slip 56.14 S.San Andreas;SSB CA 16 90 V strike 0 13 43 slip 56.14 S.San Andreas;SSB+BG CA n/a 71 strike 0 13 101 slip 60.50 Oak Ri gp-(Onshore). CA 4 65 S reverse 1 19 49 60.50 Oak Ridge Connected CA 3.6 53 reverse 0.6 15 94 60.93 North Frontal(Wes) CA 1 49 S reverse 0 16 50 63.96 San Cayeta-no CA 6 42 N thrust 0 16 42 65.69 Elsinore;J+CM CA 3 84 NE shrike 0 17 118 p 65.69 Elsinor ;I CA 3 84 NE strike 0 19 75 https://earthquake.usgs.gov/cfusion/hazfauhs 2008_search/query_results.cfm 5/7 1/22/2019 2008 National Seismic Hazard Maps-Source Parameters slip strike 71.77 Santa Cruz Island CA 1 90 V slip 0 13 69 strike 72.31 S.San Andreas;CC+BB+NM CA n/a 90 V slip 0 15 146 strike 72.31 S.San Andreas;CH+CC+BB+NM CA n/a 90 V slip 0 14 208 strike 72.31 S.San Andrea ;NM CA 27 90 V slip 0 15 37 strike 72.31 S.San Andrea ;BB+NM CA n/a 90 V slip 0 15 87 strike 72.31 S.San Andreas;PK+CH+CC+BB+NM CA n/a 90 V slip 0.1 12 245 72.73 Channel Islands Thrust CA 1.5 20 N thrust 5 12 59 strike 73.71 S.San Andreas;BBG CA n/a 58 slip 0 13 56 strike 73.71 S,San Andrea s;B + CA n/a 72 slip 0.3 12 125 75.82 Ventura-Pitas Point CA 1 64 N reverse 1 15 44 75.82 Pitas Point Connected CA 1 55 reverse 1.2 13 78 strike 76.97 Santa Ynez(L@.g). CA 2 70 S slip 0 13 68 strike 76.97 Santa Ynez Connected CA 2 70 slip 0 11 132 79.08 Oak Ri ge_(affshore) CA 3 32 S thrust 0 8 38 strike 79.95 Pinto Mtn CA 2.5 90 V slip 0 16 74 strike 79.97 Helendale-So Lockhart CA 0.6 90 V slip 0 13 114 82.14 Mission Ridge Arroyo Parida-Santa Ana CA 0.4 70 S reverse 0 8 69 83.49 North Frontal(East) CA 0.5 41 S thrust 0 16 27 83.53 Red Mountain CA 2 56 N reverse 0 14 101 87:58 Pitas Point(Lower)-Montalvo CA 2.5 16 N thrust 0.4 13 30 strike 88.75 San Jacinto;CC+B CA n/a 90 V slip 0.2 14 77 strike 88.75 San Jacinto; + + CA n/a 90 V slip 0.2 14 103 strike 88.75 San Jacinto; CA 4 90 V slip 0 16 43 88.94 North Channel CA 1 26 N thrust 1.1 5 51 https://earthquake.usgs.gov/cfusion/hazfaults_2008_search/query_results.cfm 6/7 1/22/2019 2008 National Seismic Hazard Maps-Source Parameters 88.97 S.San Andreas;CH+CC+BB CA n/a 90 V strike 0 14 171 slip 88.97 S.San Andreas;PK+CH+CC+BB CA n/a 90 V strike 0.1 12 208 slip 88.97 S.San Andreas;CC+BB CA n/a 90 V strike 0 15 109 slip 88.97 S.San Andreas;U CA 34 90 V strike 0 15 50 slip 89.43 Garlock;S;h CA 6 90 V strike i ike 0.7 14 98 P 89.43 Garlock;GC+GW CA n/a 90 V strike 0.4 12 210 slip 89.43 Gadock;GE+GC+GW CA n/a 90 V strike 0.3 12 256 slip 90.16 San Jacinto;C CA 14 90 V strike 0 17 47 slip 91.77 Lenwood-Lockhart-Old Woman SpringCA 0.9 90 V strike 0 13 145 slip 92.52 Earth auakeValley CA 2 90 V strike 0 19 20 slip 96.15 altlig CA 2 46 S reverse 0 14 44 96.21 Johnson Valle_ strike Y(n14). CA 0.6 90 V sli P 0 16 35 96.63 Pitas Point(C1Rpgj). CA 1 42 N thrust 1.4 10 35 96.72 Burnt Mtn CA 0.6 67 w strike 0 16 21 slip 98.40 Landers CA 0.6 90 V strike 0 15 95 slip 99.19 Eureka Peak CA 0.6 90 V strike 0 15 19 slip https://earthquake.usgs.gov/cfusion/hazfaufts_2008_search/query_results.cfm 7/7 APPENDIX E LIQUEFACTION ANALYSIS AESCO LIQUEFACTION ANALYSIS Saybrook Lift Station Hole No.=B-'1 Mter Depth=6 ft Magnitude=7.3 Ac Dale ra Hon=0.63 9g Slea,S_ess M"o a!Sa..t:y Se_s-,,e r: So CtsG^aC 7� sar;y play sity sari i� 21 ns}sy sit sitjssr^. s^ F7 6Y=Y i7 atdiy 57 CRR — CSR.W V16:— L1.y— = SnaaeazaneRas S=525 s i s R� z ?7 Civiff ech Corporation 20181555-f 1685 P!a[e A-1 liquefaction.sum LIQUEFACTION ANALYSIS CALCULATION SHEET Copyright by CivilTech Software www.civiltech.com (425) 453-6488 Fax (425) 453-5848 Licensed to 1/23/2019 10:36:24 AM Input File Name: 7 :\2018\20181555-F1685 Michael Baker Huntington Beach Saybrook Lift Station Saybrook and Heil Huntington Beach\liquefaction.liq Title: Saybrook Lift station subtitle: 20181555-F1685 Surface Elev.= Hole No.=B-1 Depth of Hole= 50.0 ft water Table during Earthquake= 5.0 ft water Table during In-Situ Testing= 4.0 ft Max. Acceleration= 0.64 g Earthquake Magnitude= 7. 5 Input Data: surface Elev.= Hole No.=B-1 Depth of Hole=50.0 ft water Table during Earthquake= 5.0 ft water Table during In-Situ Testing= 4.0 ft Max. Acceleration=0.64 g Earthquake Magnitude=7.5 1. SPT or BPT Calculation. 2. Settlement Analysis Method: Ishihara / Yoshimine* 3. Fines Correction for Liquefaction: Stark/Olson et al .* 4. Fine Correction for Settlement: During Liquefaction* 5. Settlement Calculation in: All zones* 6. Hammer Energy Ratio, Ce = 1.25 7. Borehole Diameter, cb= 1 8. sampling Method, Cs= 1 9. User request factor of safety (apply to CSR) user= 1.3 Plot one CSR curve (fsl=user) 10. Use Curve Smoothing: Yes* Recommended Options In-Situ Test Data: Depth SPT gamma Fines ft pcf 0.0 0.0 135.0 NoLiq 4.0 4.0 125.0 18.5 8.0 3.0 135.6 5.8 13.0 7.0 130.2 4. 5 18.0 16.0 137.2 4. 5 23.0 12.0 125.0 90.2 28.0 38.0 125.0 33.9 33.0 30.0 125.0 33.9 38.0 19.0 135.0 NoLiq 43.0 24.0 135.0 NoLiq Page 1 liquefaction.sum 48.0 19.0 135.0 93.7 Output Results: settlement of saturated sands=7.62 in. settlement of dry sands=0.64 in. Total settlement of saturated and dry sands=8.25 in. Differential Settlement=4.126 to 5.447 in. Depth CRRm CSRfs F.S. S_sat. s_dry Sall ft in. in. in. 0.00 0.08 0.54 5.00 7.62 0.64 8.25 1.00 2.00 0.54 5.00 7.62 0.64 8.25 2.00 2.00 0.54 5.00 7.62 0.64 8.25 3.00 2.00 0.54 5.00 7.62 0.64 8.25 4.00 2.00 0.53 5.00 7.62 0.64 8.25 5.00 0.09 0.53 0.17* 7.62 0.00 7.62 6.00 0.08 0.58 0.14* 7.14 0.00 7.14 7.00 0.07 0.62 0.12* 6.62 0.00 6.62 8.00 0.06 0.65 0.10* 6.05 0.00 6.05 9.00 0.07 0.67 0.11* 5.49 0.00 5.49 10.00 0.08 0.69 0.12* 4.97 0.00 4.97 11.00 0.09 0.71 0.13* 4.48 0.00 4.48 12.00 0.10 0.73 0.13* 4.02 0.00 4.02 13.00 0.11 0.74 0.14* 3.S8 0.00 3.58 14.00 0.13 0.75 0.17* 3.18 0.00 3.18 1S.00 0.17 0.76 0.22* 2.83 0.00 2.83 16.00 0.19 0.77 0.25* 2.53 0.00 2.53 17.00 0.22 0.78 0.28* 2.25 0.00 2.25 18.00 0.24 0.79 0.30* 2.00 0.00 2.00 19.00 0.27 0.79 0.34* 1.77 0.00 1.77 20.00 0.30 0.80 0.38* 1.56 0.00 1.56 21.00 0.28 0.80 0.34* 1.35 0.00 1.35 22.00 0.26 0.81 0.32* 1.13 0.00 1.13 23.00 0.24 0.81 0.30* 0.90 0.00 0.90 24.00 0.35 0.82 0.42* 0.69 0.00 0.69 25.00 2.00 0.82 2.44 0.63 0.00 0.63 26.00 2.00 0.82 2.42 0.63 0.00 0.63 27.00 2.00 0.83 2.41 0.63 0.00 0.63 28.00 2.00 0.83 2.41 0.63 0.00 0.63 29.00 2.00 0.83 2.40 0.63 0.00 0.63 30.00 2.00 0.84 2.39 0.63 0.00 0.63 31.00 2.00 0.83 2.40 0.63 0.00 0.63 32.00 2.00 0.83 2.41 0.63 0.00 0.63 33.00 2.00 0.83 2.42 0.63 0.00 0.63 34.00 2.00 0.82 2.43 0.63 0.00 0.63 35.00 2.00 0.82 2.44 0.63 0.00 0.63 36.00 2.00 0.81 2.46 0.63 0.00 0.63 37.00 0.41 0.81 0.50* 0.60 0.00 0.60 38.00 0.32 0.80 0.40* 0.42 0.00 0.42 39.00 2.00 0.80 5.00 0.41 0.00 0.41 40.00 2.00 0.79 5.00 0.41 0.00 0.41 41.00 2.00 0.78 5.00 0.41 0.00 0.41 42.00 2.00 0.78 5.00 0.41 0.00 0.41 43.00 2.00 0.77 5.00 0.41 0.00 0.41 44.00 2.00 0.76 5.00 0.41 0.00 0.41 45.00 2.00 0.76 5.00 0.41 0.00 0.41 46.00 2.00 0.75 5.00 0.41 0.00 0.41 47.00 2.00 0.75 5.00 0.41 0.00 0.41 48.00 2.00 0.74 5.00 0.41 0.00 0.41 49.00 0.27 0.73 0.38* 0.21 0.00 0.21 50.00 0.27 0.73 0.37* 0.00 0.00 0.00 Page 2 liquefaction.sum F.S.<1, Liquefaction Potential Zone (F.S. is limited to 5, CRR is limited to 2, CSR is limited to 2) Units Depth = ft, Stress or Pressure = tsf (atm) , Unit weight = pcf, settlement = in. CRRm Cyclic resistance ratio from soils CSRfs Cyclic stress ratio induced by a given earthquake (with user request factor of safety) F.S. Factor of Safety against liquefaction, F.S.=CRRm/CSRfs S_sat settlement from saturated sands S_dry Settlement from dry sands Sall Total settlement from saturated and dry sands NoLiq No-Liquefy Soils Page 3 • Orange County San Bernardino County 17782 Georgetown Lane 14163 Arrow Boulevard Huntington Beach,California 92647 Fontana,California 92335 Tele: (714)375-3830 Tele: (909)284-9200 Fax: (714)375-3831 Fax: (909)284-9201 February 1, 2019 Mr. Safa Kamangar, P.E., P.M.P., C.C.M. Michael Baker International 5 Hutton Center Drive, Suite 500 Santa Ana, CA 92707 Subject: Limited Environmental Report Saybrook Lane Sewer Lift Station Saybrook Lane, North of Heil Avenue Huntington Beach, California AESCO Project No.2018155542361 Dear Mr. Kamangar: AESCO is pleased to submit this limited environmental report for the proposed lift to be constructed at the subject site.The project generally consists of constructing a new lift station to replace the existing lift station on Saybrook Lane in Huntington Beach. A new force main will also replace the existing force main to the nearest manhole to the south. The bottom of the existing lift station is approximately 16 feet below the existing ground surface per the As-Built plants dated January 8, 1965 by Moffatt& Nichol Engineers. It is not known at this time what the bottom depth of the new lift station will be; however,AESCO assumes that the new lift station will be constructed to the same depth.The purpose of this report is to provide preliminary results of groundwater for groundwater dewatering. AESCO will be happy to assist you further on this project by furnishing any further environmental studies. Our Environmental Division offers a full range of services and can assist you with your Low Impact Development, stormwater, and environmental compliance needs. Our construction Materials Testing and Inspection Division offers full service-testing laboratory and inspection service and can supply the full range of testing and inspection services such as soils, concrete, asphalt, steel, welding, etc. that may be necessary for construction of this project. Construction Material Testing/Inspection ♦ Environmental ♦ Geotechnical Engineering Services AE8C0 Project No. 20181555-F2361 If you need further assistance regarding this matter, please contact either of the undersigned. Sincerely, AESCO Amer Hazboon, PE, QSD, QISP Alan Malagon, E.I.T. Vice President, Environmental Division Project Engineer Adam Chamaa, MSCE, P.E., G.E. General Engineering Manager Attachments: Figure 1—Site Location Map Figure 2—Site Plan Tables— Table 1: Summary of Constituents Detected in Soil and Related Screening Level,Table 2: Summary of Constituents detected in Groundwater and Related Screening Levels Appendix A— Boring Log and Well Information Appendix B— Purge Log Appendix C—Laboratory Reports Construction Material Testing/Inspection ♦ Environmental 0 Geotechnical Engineering Services AESCO Project No. 20181555-F2361 Table of Contents 1.0 PROJECT DESCRIPTION.............................................................................................................................................1 2.0 SCOPE OF WORK SUMMARY....................................................................................................................................1 3.0 SITE CHARACTERISTICS.............................................................................................................................................2 3.1 LITHOLOGY...........................................................................................................................................................2 4.0 FIELD ACTIVITIES......................................................................................................................................................3 4.1 INSTALLATION OF MONITORING WELL MW-1.....................................................................................................3 4.2 METHODOLOGY...................................................................................................................................................3 5.0 FINDINGS..................................................................................................................................................................3 5.1 FIELD OBSERVATIONS...........................................................................................................................................3 5.2 LABORATORY RESULTS.........................................................................................................................................4 5.2.1 SOIL...............................................................................................................................................................4 5.2.2 GROUNDWATER............................................................................................................................................4 5.3 DISCUSSION..........................................................................................................................................................5 6.0 CONCLUSIONS..........................................................................................................................................................5 Construction Material Testing/Inspection ♦ Environmental ♦ Geotechnical Engineering Services • Orange County San Bernardino County 17782 Georgetown Lane 14163 Arrow Boulevard Huntington Beach,California 92647 Fontana,California 92335 Tele: (714)375-3830 Tele: (909)284-9200 Fax: (714)375-3831 Fax: (909)284-9201 Limited Environmental Report Saybrook Sewer Lift Station Saybrook Lane, North of Heil Avenue Huntington Beach,CA 1.0 PROJECT DESCRIPTION This report presents the results of a limited environmental investigation performed by AESCO for the replacement of the existing Saybrook Lift Station with a new Lift Station in Huntington Beach, CA.Site Location Map is shown in Figure 1.The layout of the proposed facility is shown on the Site Plan, Figure 2. The project consists of constructing a new sewer lift station and a new force main along Saybrook Lane to the nearest manhole to replace the existing force main to the south. The dimensions of the new lift station were not available at the time of this report. The depth of the bottom of the new lift station is assumed to be the same as the existing lift station which is 16 feet below the bottom of the existing ground surface (As-Builts, Boffatt & Nichol Engineers,January 8, 1965) The scope of our services included the following: ➢ Coordinating site access for the field investigation; ➢ Obtaining utility clearances for the field investigation; ➢ Performing traffic control; ➢ Performing geotechnical drilling and sampling at the site; ➢ Installation of a monitoring well; ➢ Performing laboratory testing of representative soil and water samples; ➢ Engineering analyses; and ➢ Preparing this report. This report summarizes our findings and presents the limited environmental analysis and results of the soil and groundwater samples. 2.0 SCOPE OF WORK SUMMARY At the direction of the City of Huntington Beach, the field investigation consisted of a total of one boring.The location of the boring was determined by Michael Baker International and was placed near the location of the proposed lift station.The field investigation was performed on December 19, 2018 to obtain information on the subsurface conditions. The boring (B-1) was drilled with a hollow stem auger drill rig to a depth of 50 feet below the existing ground surface(bgs).The boring location is shown on the Site Plan,Figure 1.The site plan is based on a proposed site layout drawing by Michael Baker International, updated October 19, 2015. AESCO personnel logged the borings and visually classified and collected samples of the subsurface materials encountered in the boring. The boring was converted to a monitoring well, MW-1, at the completion of the boring. The log of Boring B-1 is presented in the attached Appendix A. Construction Material Testing/Inspection ♦ Environmental ♦ Geotechnical Engineering Services 1 AE8C0 9 Project No. 20181555-172361 Soil samples were taken from the boring and collected in 8-oz jars. Soil samples were collected at depths from 0 feet to 3 feet (S-1), 3 feet to 5 feet (S-2), and 5 feet to 7 feet (S-3). On December 27, 2018 AESCO developed the monitoring well, MW-1, by purging ten volumes. AESCO collected soil and groundwater samples for laboratory analyses on December 19, December 27, 2018 and January 4, 2019. The analyses of soil consisted of the following methods: • EPA 60108—Metals o EPA 7471A- Mercury • EPA 8015E — Total Petroleum Hydrocarbons gas (TPHg), Total Petroleum Hydrocarbons diesel (TPHd),Total Petroleum Hydrocarbons motor oil (TPHmo), :nalyses EPA 8260B—Volatile Organic Compounds (VOCs), The of groundwater consisted of the following methods: • EPA 6010E— Metals • EPA 8015B—Total Petroleum Hydrocarbons Diesel (TPHd),Total Petroleum Hydrocarbons Motor Oil (TPHmo) • EPA 8260E — Volatile Organic Compounds (VOCs), Total Petroleum Hydrocarbons gas (TPHg), Benzene, Toluene, Ethylbenzene and Xylene (BTEX), and Methyl tertiary-butyl ether(MTBE) 3.0 SITE CHARACTERISTICS The ground surface of the proposed lift station project is covered with asphalt concrete pavement and is relatively flat. Existing underground utilities may be present within the Site boundary. 3.1 LITHOLOGY As reported in AESCO Geotechnical Report 20181555-F1685, the material encountered in the boring below the asphaltic concrete and base consisted of sandy clay with silt to a depth of 3 feet, loose silty sand with minor gravel and clay to a depth of 6 feet, loose to medium dense sand/silty sand to a depth of 20 feet, stiff clayey silt with sand to a depth of 28 feet, dense to medium dense silty sand with clay to a depth of 38 feet, stiff to very stiff sandy clay with silt to a depth of 48 feet, and stiff to very stiff fat clay to the total depth drilled of 50 feet below the existing ground surface. The asphaltic concrete pavement was composed of 3 inches of asphaltic concrete over 17 inches of base. Boring Log is shown in Appendix A. The environmental conditions encountered in boring B-1, was only determined at the location of the planned lift station and does not cover the area of the proposed force main or any other improvement. During well installation activities, groundwater was encountered within the boring at a depth of 5.38 feet below the existing ground surface. Approximate depth of well MW-1 is 16.3 feet. A Construction Material Testing/Inspection ♦ Environmental ♦ Geotechnical Engineering Services 2 AE3C Project No. 20181555-F2361 diagram of the well construction and permit are shown in Appendix A. Based on regional data, groundwater is anticipated to occur at a depth of approximately 5 feet to 10 feet (CGS, 1998). Depth to groundwater may fluctuate, depending on rainfall, possible groundwater recharge, sea water tidal level fluctuation, or pumping activity in the site vicinity. 4.0 FIELD ACTIVITIES The groundwater sampling event consisted of installing, developing, purging and sampling Monitoring Well MW-1. MW-1 is located on Saybrook Lane, approximately 150 feet North of Heil Avenue. 4.1 INSTALLATION OF MONITORING WELL MW-1 Well construction permit application was approved on December 26, 2018 under health service order 393030 by Orange County Health Care Agency. 4.2 METHODOLOGY Prior to sampling all equipment was cleaned with a non-phosphate detergent and rinsed with clean tap water and then with distilled water before placing into the well to prevent cross contamination. The depth to groundwater was determined using an electronic water level indicator. Afterwards, the monitoring well was purged ten well volumes of groundwater with a submersible pump using AESCO's sampling rig. Well purge records are provided in Appendix B. Electrical conductivity, pH, turbidity, and temperature were recorded periodically during purging. Following purging, groundwater samples were collected after the well had recharged to at least 80 percent of initial static level. Samples were collected using a factory-new disposable bailer, equipped with a newly attached polypropylene bailer string. The samples were collected in 3 x 40-ml VOA vials preserved with Hydrochloric Acid, one 250-ml polyurethane bottles preserved Hydrochloric Acid, one 250-ml polyurethane bottles preserved with Nitric Acid, two 250-ml polyurethane bottles (unpreserved), one 500-ml polyurethane bottled preserved with Nitric Acid, and one 500-ml polyurethane bottle (unpreserved); sealed with airtight caps; and labeled. The sample collected by AESCO was placed on ice and shipped in accordance with appropriate protocol. The sample was labeled as MW-1. Lastly, the samples were transported to the State- certified environmental laboratory, TestAmerica Laboratories, located in Irvine, California, following proper chain-of-custody procedures. 5.0 FINDINGS 5.1 FIELD OBSERVATIONS The well is located on the in the south bound lane of Saybrook Lane out of the main lane of traffic, north of Heil Avenue.The well box was pressed into the asphalt and appeared secure. Construction Material Testing/Inspection ♦ Environmental ♦ Geotechnical Engineering Services 3 AESCO 9 Project No. 20181555-F2361 Weather was overcast and cool. Depth to water was 5.38 feet below ground surface (bgs). First purged volume was cloudy and brown. After each purge volume, water turned progressively clearer.After the tenth purge volume the well was allowed to recharge for sampling. Purge Log is shown in Appendix B. Total well volume recharged at least 80% before sampling. Recharge rate was approximately 0.18 ft./min. Water sample was collected by AESCO, split into various containers, placed on ice, and sent to TestAmerica, a California-certified environmental laboratory. No staining was observed on the bailer or the bailer twine when the bailer was extracted from the well to collect the sample. 5.2 LABORATORY RESULTS The following sections discuss the constituent detected levels in soil and groundwater. Copies of the comprehensive laboratory reports are presented in Appendix C. 5.2.1 SOIL Total Petroleum Hydrocarbons were detected as follows: TPHd at 8.0 mg/kg and TPHmo from 8 mg/kg to 20 mg/kg. Metals were detected as follows: • Arsenic from 2.1 mg/kg to 4.5 mg/kg, • Barium from 24 mg/kg to 89 mg/kg, • Beryllium at 0.53 mg/kg, • Chromium from 6.1 mg/kg to 19 mg/kg, • Cobalt from 2.4 mg/kg to 8.1 mg/kg, • Copper from 3.3 mg/kg to 14 mg/kg, • Lead from 1.4 mg/kg to 5.6 mg/kg, • Nickel from 3.5 mg/kg to 12 mg/kg, • Vanadium from 15 mg/kg to 40 mg/kg, • Zinc from 16 mg/kg to 40 mg/kg, and • Mercury at 0.017 mg/kg. A summary of constituents detected in soil and related screening levels is shown in Table 1. 5.2.2 GROUNDWATER Total Petroleum Hydrocarbons were detected as follows:TPHd at 0.11 mg/L and TPHmo at 0.16 mg/L. Metals were detected as follows: • Antimony at 0.023 mg/L, • Barium at 0.079 mg/L, • Copper at 0.011 mg/L, Construction Material Testing/Inspection ♦ Environmental ♦ Geotechnical Engineering Services 4 AESCO Project No. 20181555-F2361 • Molybdenum at 0.030 mg/L, • Nickel at 0.015 mg/L, • Selenium at 0.017 mg/L, and • Vanadium at 0.012 mg/L. A summary of constituents detected in groundwater and related screening levels is shown in Table 2. 5.3 DISCUSSION Soil Arsenic levels (4.5 mg/kg maximum value) are above the California Human Health Screening levels (CHHSLs), however, studies performed by the California Department of Toxic Substances Control (DTSC) have suggested a background arsenic concentration of 12 mg/kg in Southern California. TPH levels detected in MW-1 groundwater are above effluent limitations according to NPDES No. CAG998001 General De Minimus Permit for Discharges to Surface Waters Order. The maximum daily concentration limit for TPH is 0.1 mg/L. Levels detected in MW-1 are 0.11 mg/L as TPHd and 0.16 mg/L as TPHmo. As referenced in the Santa Ana Region Basin Plan (Dated 1995, updated 2016), selenium concentration shall not exceed 0.01 mg/L. Selenium was detected in MW-1 at 0.017 mg/L. 6.0 CONCLUSIONS Concentration levels for TPH exceeded effluent limits as per NPDES No. CAG9988001. Although Selenium was detected slightly above the Santa Ana Basin Plan effluent limits, it may not pose a significant impact to the receiving water body, Huntington Harbor. Final determination as to whether or not groundwater water meets regulatory discharge criteria and whether or not it requires pretreatment depends on the regulatory agency approval of a site-specific Notice of Intent and the specific limitations in the various locations permit that a discharger holds. During the dewatering operation,the groundwater should be sampled periodically per permit conditions. Based on our prior experience with a similar site in the proximity of this Site, copper and other metals in the groundwater have exceeded area specific discharge limitations established by the Regional Board. Based on the Santa Ana Basin Plan (1994 updated 2015), Huntington Harbour is known for having toxic levels of Cadmium, Lead, Selenium, Chromium, and Copper. The storm water catch basins drain to Huntington Harbour. Additional evaluation of groundwater and regional limitations may be needed by NPDES discharge permit holder prior to discharge. Construction Material Testing/Inspection ♦ Environmental ♦ Geotechnical Engineering Services 5 AP�9G0 Project No. 20181555-F2361 FIGURES Construction Material Testing/Inspection ♦ Environmental ♦ Geotechnical Engineering Services 5 230, 100 101 ,+02 403 404 6020000 FEET{CA 6) SK•Lna Ito � Ir 41 en .. -1 ' O �Ota�Nvs pr NWS SEAL BEACHFJ Arrcosrwe G � t AweWLSA Of AV PR Island ' EDINGER AVE �Nilflt�r,-. Surfside ' j ✓ S I T S Surfside Beach 4, trs^ e �WAR1L5 p4., 2 MGGOMLARI(. ,j EL `lliuntinston vs°" 6 siEvr} 22S ( osFan i 3 WS = PfJ1RCL DR O WE 7y, OA'E11r0Af an -+ � a S IE M Imo ,+ r a 3 S laN T-- TAf, Base map:USGS Topo Map,Seal Beach Quadrangle 7.5 min,2015 LEGEND N SITE LOCATION 0 0.25 0.5 1 MILE Michael Baker International Project No. : 20181555-F2361 Scale: 1 inch =0.5 MILES Site Name: Saybrook Lane Sewer Lift Station Site Address: Saybrook at Heil, Huntington Beach �sco I -T SITE LOCATION MAP Date: 12-19-18 Figure 1 FM RFP—Saybrook Lane Sewer Lift Station—Existing Utilities Map i sher I' I Dr. N Fi i ( J MW-1 N t�9 � N ® E [r 0 10 ►. Y '- � Lift Station t 9 u t i - Heil Ave Force Main C MH/End of Proiect r Lea nd Sewer -- PE 1 Water Storm Drain — LEGEND -�O-MW-1 Approximate Location of Monitoring Well Michael Baker International . Project No.:20181555-F2361 Not to scale Project Name:Saybrook Lane Sewer Lift Station Site Address:Saybrook at Heil,Huntington Beach,CA AP-SCo SITE PLAN Date: 12-19-18 Figure 1 A®BCO Project No. 20181555-F2361 TABLES Construction Material Testing/Inspection ♦ Environmental ♦ Geotechnical Engineering Services ,• Orange County San Bernardino County 17782 Georgetown lane 14163 Arrow Bolemd AE�CO Humlrotan Beach,W rrla 92647 Fonraro,Qd*xT a 92M Tek: (714)375-3830 ToW (909)294-92W Fax: V14)375-3831 Fax: (909)284-9201 Table 1:Summary of Constituents Detected in Soil and Related Screening Levels. Constituents TPH TPHd TPHmo Arsenic Barium Beryllium Chromium Cobalt Copper Lead Nickel Vanadium Zinc Mercury (Units) (PPm, (ppm, (PPm, (PPm, (PPm, (PPm, (PPm, (PPm, (PPm, (PPm, (PPm, (PPm, (PPm, (PPm, mg/kg) mg/kg) mg/kg) mg/kg) mg/kg) mg/kg) mg/kg) mg/kg) mg/kg) mg/kg) mg/kg) mg/kg) mg/kg) mg/kg) Screening Levels <1000" - 0.07c 5,200` 16,000c 100,000` 660c 3,000` 80` 1,300` S30` 230C 18C S-1(0-3 ft) 8 4.5 89 0.53 19 8.1 14 5.6 12 40 40 0.017 S-2(3-5 ft) 20 2.1 24 6.1 2.4 3.3 1.4 3.5 15 16 - S-3(5-7 ft) 8 18 3.1 37 9.4 3.4 5.5 2.3 6.2 1 20 24 ^:Screening Level for Hydrocarbon Remediation as per City Specification No.431-92.<1,000 ppm total;<100 ppm of the<C14 component. c:Soil Screening Numbers(mg/kg soil)California Human Health Screening Levels When screening levels are conflicting,the lower of the two prevails. Table 2:Summary of Constituents Detected in Groundwater and Screening Levels Constituents TPH TPHd TPHmo Antimony Barium Copper Molydbenum Nickel Selenium Vanadium (Units) (PP-' (PPm, (PPm, (ppm, (PPm, (PPm, (PPm, (PPm, (PPm, (PPm, mg/kg) mg/kg) mg/kg) mg/kg) mg/kg) mg/kg) mg/kg) mg/kg) mg/kg) mg/kg) NPDES No.CAG998001 0.1 - - - - - - - - - M W-1 0.27 0.11' 0.16' 0.023 e 0.079 0.011 0.03 0.015 0.017 0.012 Note: Metal Concentrations are expressed as total recoverable B:Compound was found in the blank and sample ': Result is less than the reporting limit but greater than or equal to the method detection limit and the concentration is an approximate value. MW-1 Laboratory results converted from mg/L to µg/L for comparison to regulatory levels. Construction Material Testing/Inspection♦Environmental♦Geotechnical Engineering Services ACO Project No. 20181555-F2361 APPENDIX A BORING LOG AND WELL INFORMATION Construction Material Testing/Inspection ♦ Environmental ♦ Geotechnical Engineering Services MAJOR DIVISION GRAPHIC LETTER TYPICAL DESCRIPTIONS SYMBOL SYMBOL WELL GRADED GRAVELS,GRAVEL G l n I SAND MIXTURES,LITTLE OR NO GRAVEL AND CLEAN GRAVEL {I V FINES GRAVELLY (LITTLE OR NO SOILS FINES) POORLY GRADED GRAVELS,GRAVEL COARSE I� FIB GRAINED r MIXTURES,LITTLE OR NO SOILS G M SILTY GRAVELS,GRAVEL SAND SIL L MORE THAN GRAVEL WITH MIXTURE 50%OF COARSE FINES FRACTION (APPRECIABLE RETAINED ON AMOUNT OF CLAYEY GRAVELS,GRAVEL SAND NO.4 SIEVE FINES) GC CLAY MIXTURES WELL GRADED SANDS,GRAVELLY SAND AND CLEAN SAND Y V S`n J SANDS, LITTLE OR NO FINES MORE THAN SANDY SOILS (LITTLE OR NO 50%BY FINES) • • • • POORLY GRADED SANDS,GRAVELLY' WEIGHT OF S P SANDS,LITTLE OR NO FINES MATERIAL IS . . . . LARGER THAN 200 MORE THAN SANDS WI SILTY SANDS,SAND-SILT MIXTURES TH SIEVE 50%OF COARSE FINE M FRACTION (APPRECIABLE PASSING NO.4 AMOUNT OF ^ CLAYEY SANDS,SAND-CLAY C I VV SIEVE FINES) MIXTURES V INORGANIC SILTS AND VERY FINE M L SANDS,ROCK FLOUR, SILTY OR CLAYEY FINE SANDS OR CLAYEY SILTS WITH SLIGHT PLASTICITY LIQUID LIMIT INORGANIC CLAYS OF LOW TO FINE GRAINED SILTS AND MEDIUM PLASTICITY,GRAVELLY SOILS CLAYS <50 C L CLAYS,SANDY CLAYS,SILTY CLAYS. LEAN CLAYS O L ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY INORGANIC SILTS,MICACEOUS OR M H DIATOMACEOUS FINE SAND OR MORE THAN SILTY SOILS 50%BY WEIGHT OF SILTS AND LIQUID LIMIT INORGANIC CLAYS OF HIGH MATERIAL IS CLAYS >50 CH PLATICITY,FAT CLAYS SMALLER THAN 200 SIEVE ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY,ORGANIC SILTS PEAT,SWAMP SOILS WITH HIGH HIGHLY ORGANIC SOILS PT ORGANIC CONTENTS UNIFIED SOIL CLASSIFICATION SYSTEM 0 0 0 ® Split Spoon Sample(SPT) T Ground Water Level A E S C O KEY © California Modified Sample N SPT Blows/ft mHand Auger Sample P Penetrometer TSF LOG OF BORING NO.8-1 AESCO Project: Saybrook Lane Sewer Lift Station Location: Saybrook Lane,North of Heil WATER: Encountered at 4 Feet Avenue Huntington Beach,CA Client: Michael Baker International Logger: DRILLING: Date: 12/19/1a Project No. 20lal555-Fl685 Hollow Stem Auger FIELD DATA TESTS LABORATORY DATA DESCRIPTION OF STRATUM $DE DEPTH M MOISTURE DRY LIQUID RASTIC PLASTICITY LMm SN Co PASSINK DIRECT SHEAR E%PNJSIDN srMBDL (FT) T- CONTENT DENSITY LIMITS LIMITS INDEX seen Zoo sEvF coHEsION ANKLE INDEX Elevation:10 ft.AMSL P= x xF x x x rsF x x PSF Deg 3"AC/17"Base 3"Asphaltic Concrete/17"Base 2 14.7 29 14 15 57.8 14 Dark brown sandy CLAY(CL),moist,w/sih 4 12.5 18.5 Brown silty SAND(SM),moist,wlminor gravel, w1minorclay,coarse grained N=3 22.3 0 27A 6 Loose,sat at 4' N=1 16.8 5.8 Brown SAND/silty SAND(SP/SM),loose,saturated 8 C P 5 16.0 116.9 0 30 Light brown at 8' 10 13 N-6 11.4 4.5 Brown at 13' 15 18 C N-16 13.7 120.7 Medium dense at 18' 20 Brown clayey SILT(ML),stiff,saturated,wlsand 23 25 N-10 37.4 90.2 28 N=32 16.6 NP NP NP 33.9 Brown silty SAND ISM),dense,saturated,w/clay 30 33 N-25 27.6 Medium dense at 33' 35 38 N-16 20.3 35 16 19 57.9 Brown sandy CLAY(CL),stiff to wry stiff,saturated, 40 wish! 43 N-20 29.4 Gray-brown,very stiff at 43' 45 48 50 N-18 34.9 61 24 37 93.7 Gray fat CLAY(CH),stiff to very stiff,saturated Boring Terminated at 50 Feet TUBE SAMPLE . G.nd W—Lm C7 HytlrosleG�c,oe„a w.ie,L-1 no-S,BLowS REMARKS: AUGER SAMPLE T.THO SLOMI�T NP:Non Plastic Materials C CALIFORNIA MODIFIED SAMPLER bwmow"p.wmasairy IHAND PEN.,TBF Remolded Samples SPLIT.—N Blow Counts Corrected for California Modred Sampler NDREWARY CL and CH SM SP/SM ML 0.6multi Ile, Aulo-Hammer. 8"HAS APPLICATION FOR WELL CONSTRUCTION PERMIT ORANGE COUNTY HEALTH CARE AGENCY 1241 E.DYER ROAD,SUITE 12C (714)433-6000 ENVIRONMENTAL HEALTH DIVISION SANTA ANA.CA 92705-5611 FAX (714)433-6481 CITY HUNTINGTON BEACH DATE 12-26-18 m r WELL LOCATION (ADDRESS IF AVAILABLE) GPS 33.723A31,-118.054633(APPROX.LOCAITON) r APPROX. 178FTN.OF CENTERLINE@INTERSAYBROOK LANE AND HEIL AVE.ON WEST SIDE/SOUTH BOUND SAYBROOK LANE,APPROX.2.5 FEET EAST OF CURBFACE m NAME OF WELL OWNER CITY OF-HUNTINGTON BEACH TYPE OF WELL(CHECK) PROBE SURVEY ❑ ADDRESS PRIVATE DOMESTIC ❑ MONITORING ❑X C 2000 Main Street PUBLIC DOMESTIC ❑ SOIL BORING ❑ Co CITY Huntington Beach,CA 92647 ZIP TELEPHONE IRRIGATION ❑ OTHER ❑ ' 1 CATHODIC ❑ TOTAL NUMBER A _ NAME OF CONSULTING FIRR AESCC BUSINESS ADDRESS A. WELLS-SUBMIT A WELL CONSTRUCTION DIAGRAM 17782 GEORGETOWN LANE (INCLUDE DIMENSIONS) t CITY ZIP TELEPHONE Huntington Beach,CA 92647 (714)375-3830 B. SOIL BORINGS AND PROBES- NAME OF DRILLING CO. C-57 LICENSE NO. TOTAL DEPTH BAJA DRILLING 804318 - SEALING MATERIAL CITY ZIP TELEPHONE ESCONDIDO,CA 9202S (760)737-6896 C. PROPOSED START DATE DIAGRAM OF WELL SITE(Use additional sheets and/or attachments) I hereby agree to comply in every respect with all requirements of the Health Care Agency and with all SEE ATTACHED ordinances and laws of the County of Orange and of the State of California pertaining to well construction, reconstruction and destruction, including the require- men" the integrity of all significant confining zo es. Z— PLI TS SI GNATU RE / DATE h�v ,-K PRINT Nr`7AMME ©SITE PLAN ATTACHED P' 1 NUMBER MBE - ACCOUNTING USE ONLY: 1 DISPOSITION OF PERMIT(DO NOT FILL IN): No. �01 �0 3� 3�Q CHECKNO. Amc;E _1Oa' APPROVED SUBJECT TO THE FOLLOWING CONDITIONS: DA E�2" Z�•+u AMOUNT -1'3 - Z� A. NOTIFY THIS AGENCY AT LEAST 48 HOURS INT . PRIOR TO START. PP OVAL BY OTHER AGENCIES: ❑ PRIOR TO SEALING THE ANNULAR SPACE OR FILLING OF THE CONDUCTOR CASING. DICTION B. ❑ SUBMIT TO THE AGENCY WITHIN 30 DAYS AFTER REMARKS COMPLETION OF WORK,A WELL COMPLETION REPORT AND/OR DRILLING LOGS.PLEASE REFERENCE PERMIT NO. C. SECURE ALL MONITORING WELLS TO PREVENT TAMPER] G. /yam( qq UlL OTHER --- %Qorl�./.ilag cocas ❑ DENIED PERMIT SUED DATE AUTHORIZED SIGNATURE DATE PR TNA E PHONE NUMBER WHEN SIGNED BY ORANGE COUNTY HEALTH CARE AGEIJCY REPRESENTATIVE,THIS APPLICATION IS A PERMIT. a.F272-09.0803 (R11/01) ORANGE COUNTY HEALTH CARE AGENCY ENVIRONMENTAL HEALTH DIVISION HEALTH SERVICE ORDER 393030 Date 1 Z� ) Initials Client Name rY`�r` GIC,I� Address C�y1CC.^rl�^p�l a �y`fi .1r �r7�b►GOk ��t (� '• �� D Ph# Paid By 1Y4�N k�(i�IZl1(1 Address kk I Z Ph# Please circle the respective service code(s) 01 CEQ/HSF (Acct/Bat# ) $ 02 CEQ Plan Check/Foods(PC# ) $ 03 CEQ Plan Check/Pools(PC# ) $ 04 Food Vehicles Cat $ Decal No(s) 05 CEQ/Court Restitution/Judgment $ Name Case# 06 Hotels/Motels(Acct/Bat# ) $ 07 Massage Parlor(Acct/Bat# ) $ 08 Noise $ 09 Liquid Waste Hauler $ 10 Farm Labor Camp Registration $ 11 Aboveground Petroleum Storage Act $ 12 Hazardous Waste(Acct/Bat# ) $ 13 Hazardous Waste Fines $ 14 Hazardous Waste Restitution/Judgment $ Name Case# 15 Hazardous Waste Clean-up $ 16 Medical Waste/Body Art ) $_ 17 UST/HSF(AccVBat# ) $ 18 UST Plan Check(PC# ) $ 19 UST State Surcharge $ 20 UST Restitution/Judgment $ Name Case# �1 Wells(Const_Recon n � $ 2 Water Cath Init. Mo Add.Monit. #Wells j Driller Consultant 22 Backflow/Cross Connection $ Client(s) 23 Small Water Systems $ 24 CUPA-Base Fee $ 25 CUPA-CalArp $ 26 FOG-OC Sanitation District $ 27 Tierred Permitting $ OTHER $ OTHER $ OTHER $ OTHER $ PAID BY CHECK NO: 17 WHITE:Client's Copy YELLOW:Accounting Copy MANILA:Cashier's Copy q F272-9.1539(R3116) I ) V rj 2-/ County of Orange Enuironmental Health 1241 E Dyer Rd, Ste 120 Santa Ana, CA 92705 (714)433-6000 Transaction 0: 116921 Date: 12/26/2018 Time: 1:30:27 PM Cashier: 027 Register 0: 1 Reference: 393030 CITY OF HUNIINGTON BEACH Item Description Amount 21 WELLS (CONST, RECON, DESTR) $431.25 Sub Total $431.25 Total $431.25 AMEX Credit Card Tendered $431.25 Card: XXXXXXXXXXXIO95 Ruth: 562624 Change Due $0.00 11111111111111 IN * 116921 * Thank you for shopping County of Orange We hope you'll come back soon! r11W A�9C0 Project No. 20181555-F2361 APPENDIX B PURGE LOG Construction Material Testing/Inspection ♦ Environmental ♦ Geotechnical Engineering Services Orange County . 17782 Georgetown Lane Huntington Beach, CA 92647 T. (714) 375-3830 AESCO Geotechnical • Environmental • Materials Testing • Inspection F. (714) 375-3831 GROUND-WATER SAMPLING RECORD Facility Name: Saybrook Lift Station Date: 12/27/2018 Well ID: MW-1 Station: N/A Well Depth: 16.3 feet Depth to Water: 5.38 feet Well Diameter: 8 inches Casing Material: PVC Volume of Water per Well Volume: 2 gallons Sampling Crew: Alan Malagon Type of Pump: ESP-TVIphoon Tubing Material:Clear Vinyl Pump Set at: 15.3ft Weather Conditions: Clear and cool Notes: N/A Ground-Water Sampling Parameters Time Water Volume Pumping D• Temp SEC ••• Turbidity 1:25 PM 14.4' 2 gal 8.64 21.23 17.5 - - 2:20 PM 14.5' 2 gal 7.23 21.04 18.0 139 - 3:10 PM 14.3' 2 gal 6.38 20.17 16.6 130 419 4:00 PM 14.5' 2 gal 7.22 19.55 15.1 128 227 5:10 PM 14.4' 2 gal 8.98 19.84 14.0 152 745 6:00 PM 14.5' 2 gal 10.09 18.66 13.1 139 265 6:50 PM 13.5' 2 gal 8.48 18.63 12.7 146 144 7:40 PM 13.7' 2 gal 9.11 18.57 8.27 143 101 8:30 PM 13.6' 2 gal 10.85 19.83 11.5 123 89.6 9:20 PM 13.6' 2 gal 6.86 17.87 11.8 139 152 WELL CAPACITY(Gallons Per Foot): 0.75'=0.02; 1'=0.04; 1.25'=0.06; 2'=0.16; 3'=0.37; 4'=0.65; 5'=1.02; 6'=1.47; 12"=5.88 TUBING INSIDE DIA.CAPACITY(Gal./Ft.): 1/8"=0.0006; 3/16"=0.0014; 1/4'=0.0026, 5/16"=0.004; 3/8"=0.006, 1/2"=0.010; 5/8"=0.016 PURGING EQUIPMENT CODES: B=Bailer; BP=Bladder Pump; ESP=Electric Submersible Pump; PP=Peristaltic Pump; O=Other(Specify) DO:Dissolved Oxygen T:Temperature,SEC:Electrical Conductivity,ORP:Oxidation Reduction Potential Other Parameters: N/A Sampled at: 10:45 PM on 12/27/18 Parameterstaken with: Horiba U-53 Sample delivered to Test America by: Alan Malagon at: 11:50 AM 12/28/19 Sample CRL#: N/A OTR#: N/A ITR#: N/A SAS#: N/A Form: E1-001032618 R.0 1 60f 4001&4#am ai.grewwl�eG+oc 1943" AGO Project No. 20181555-F2361 APPENDIX C LABORATORY REPORTS Construction Material Testing/Inspection ♦ Environmental ♦ Geotechnical Engineering Services • U TestAmenca THE LEADER IN ENVIRONMENTAL TESTING ANALYTICAL REPORT TestAmerica Laboratories, Inc. TestAmerica Irvine 17461 Derian Ave Suite 100 Irvine, CA 92614-5817 Tel, (949)261-1022 TestAmerica Job ID- 440-228561-1 TestAmerica Sample Delivery Group- 20181555 Client Project/Site: Saybrook For. Aesco Inc 17782 Georgetown Lane Huntington Beach, California 92647 Attn: Amer Hazboon Authorized for release by: 11612019 7:54:24 AM Danielle Roberts, Senior Project Manager (949)261-1022 danielle.roberts@testamericainc.com .............. LINKS ............ Review your project results through Tote Acce% Have a Question? ,�4sk The test results in this report meet all 2003 NELAC and 2009 TNI requirements for accredited The parameters,exceptions are noted in this report. This report may not be reproduced except in full, Ex a rt and with written approval from the laboratory. For questions please contact the Project Manager at the e-mail address or telephone number listed on this page. This report has been electronically signed and authorized by the signatory.Electronic signature is Visit us at: intended to be the legally binding equivalent of a traditionally handwritten signature. www^te5tameri�ainc.CQm Results relate only to the items tested and the sample(s)as received by the laboratory. Client:Aesco Inc TestAmerica Job ID:440-228561-1 Project/Site: Saybrook SDG:20181555 Table of Contents CoverPage . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Table of Contents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Sample Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 Case Narrative . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 Detection Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 Client Sample Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 Surrogate Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 Method Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 Lab Chronicle . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 QC Sample Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 QC Association Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27 Definitions/Glossary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30 Certification Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 31 Chain of Custody . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 32 Receipt Checklists . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33 TestAmerica Irvine Page 2 of 33 1/6/2019 Sample Summary Client: Aesco Inc TestAmerica Job ID: 440-228561-1 Project/Site: Saybrook SDG:20181555 Lab Sample ID Client Sample ID Matrix Collected Received 440-228561-1 S-1 Solid 12/19/1813:00 12/21/1816:00 440-228561-2 S-2 Solid 12/19/1813:07 12/21/1816:00 440-228561-3 S-3 Solid 12/19/1813:15 12/21/1816:00 TestAmerica Irvine Page 3 of 33 1/6/2019 Case Narrative Client: Aesco Inc TestAmerica Job ID: 440-228561-1 Project/Site: Saybrook SDG: 20181555 Job ID: 440-228561-1 Laboratory:TestAmerica Irvine Narrative Job Narrative 440-228561-1 Comments No additional comments. Receipt The samples were received on 12/21/2018 4:00 PM; the samples arrived in good condition, properly preserved and,where required, on ice. The temperature of the cooler at receipt was 2.7°C. GC/MS VOA Method(s)8260B:The laboratory control sample(LCS)for analytical batch 440-519756 recovered outside control limits for the following analytes: 1,2-Dibromo-3-Chloropropane. These analytes were biased high in the LCS and were not detected in the associated samples; therefore,the data have been reported. No additional analytical or quality issues were noted, other than those described above or in the Definitions/Glossary page. GC VOA No analytical or quality issues were noted, other than those described in the Definitions/Glossary page. GC Semi VOA Method(s)80156:The 8015-DRO method blank for preparation batch 440-519430 and analytical batch 440-519499 contained C23-C40 above the method detection limit. This target analyte concentration was less than the reporting limit(RL);therefore, re-extraction and/or re-analysis of samples was not performed. Method(s)80156: The 8015-DRO method blank for preparation batch 440-519898 and analytical batch 440-520042 contained C23-C40 above the method detection limit. This target analyte concentration was less than the reporting limit(RL);therefore, re-extraction and/or re-analysis of samples was not performed. No additional analytical or quality issues were noted, other than those described above or in the Definitions/Glossary page. Metals Method(s)601013: The matrix spike/matrix spike duplicate(MS/MSD)recoveries of Antimony for preparation batch 440-520316 and analytical batch 440-520598 were outside control limits. Sample matrix interference and/or non-homogeneity are suspected because the associated laboratory control sample(LCS) recovery was within acceptance limits. Method(s)6010B: The matrix spike/matrix spike duplicate(MS/MSD)recoveries of Antimony for preparation batch 440-520250 and analytical batch 440-520652 were outside control limits. Sample matrix interference and/or non-homogeneity are suspected because the associated laboratory control sample(LCS) recovery was within acceptance limits. Method(s)6010B:The continuing calibration blank(CCB)for 440-520652 contained Antimony above the method detection limit(MDL). This target analyte concentration was less than the reporting limit(RL).(CCB 440-520652/52) No additional analytical or quality issues were noted,other than those described above or in the Definitions/Glossary page. Organic Prep No analytical or quality issues were noted,other than those described in the Definitions/Glossary page. VOA Prep No analytical or quality issues were noted,other than those described in the Definitions/Glossary page. TestAmerica Irvine Page 4 of 33 1/6/2019 Detection Summary Client: Aesco Inc TestAmerica Job ID: 440-228561-1 Project/Site: Saybrook SDG: 20181555 Client Sample ID: S-1 Lab Sample ID: 440-228561-1 Analyte Result Qualifier RL MDL Unit Dill Fac D Method Prep Type C23-C40 8.0 B 5.0 2.5 mg/Kg 1 8015B Total/NA Arsenic 4.5 3.0 1.5 mg/Kg 5 6010B Total/NA Barium 89 1.5 0.75 mg/Kg 5 6010B Total/NA Beryllium 0.53 0.50 0.25 mg/Kg 5 6010B Total/NA Chromium 19 1.0 0.50 mg/Kg 5 6010B Total/NA Cobalt 8.1 1.0 0.50 mg/Kg 5 6010B Total/NA Copper 14 2.0 1.1 mg/Kg 5 6010B Total/NA Lead 5.6 2.0 1.0 mg/Kg 5 6010B Total/NA Nickel 12 2.0 1.0 mg/Kg 5 6010B Total/NA Vanadium 40 1.0 0.50 mg/Kg 5 6010B Total/NA Zinc 40 5.0 25 mg/Kg 5 6010B Total/NA Mercury 0.017 J 0.020 0.012 mg/Kg 1 7471A Total/NA Client Sample ID: S-2 Lab Sample ID: "0-228561-2 Ana" Result Qualifier RL MDL Unit Dil Fac D Method Prep Type C23-C40 20 B 5.0 2.5 mg/Kg 1 8015B Total/NA Arsenic 2.1 J 2.9 1.5 mg/Kg 5 6010B Total/NA Barium 24 1.5 0.74 mg/Kg 5 6010B Total/NA Chromium 6.1 0.98 0.49 mg/Kg 5 6010B Total/NA Cobalt 2A 0.98 0.49 mg/Kg 5 6010B Total/NA Copper 3.3 2.0 1.1 mg/Kg 5 6010B Total/NA Lead 1.4 J 2.0 0.98 mg/Kg 5 6010B Total/NA Nickel 3.5 2.0 098 mg/Kg 5 6010B Total/NA Vanadium 15 0.98 0.49 mg/Kg 5 6010B Total/NA Zinc 16 4.9 2.5 mg/Kg 5 6010B Total/NA Client Sample ID: S-3 Lab Sample ID: "0-228561-3 Analyte Result Qualifier RL MDL Unit Dil Fac D Method Prep Type C13-C22 8.0 5.0 2.5 mg/Kg 1 8015B Total/NA C23-C40 18 B 5.0 2.5 mg/Kg 1 8015B Total/NA Arsenic 3.1 3.0 1.5 mg/Kg 5 6010B Total/NA Barium 37 1.5 0.75 mg/Kg 5 6010B Total/NA Chromium 9.4 1.0 0.50 mg/Kg 5 6010B Total/NA Cobalt 3.4 1.0 0.50 mg/Kg 5 6010B Total/NA Copper 5.5 2.0 1.1 mg/Kg 5 6010B Total/NA Lead 2.3 2.0 1.0 mg/Kg 5 6010B Total/NA Nickel 6.2 2.0 1.0 mg/Kg 5 6010B Total/NA Vanadium 20 1.0 0.50 mg/Kg 5 6010B Total/NA Zinc 24 5.0 2.5 mg/Kg 5 6010B Total/NA This Detection Summary does not include radiochemical test results. TestAmerica Irvine Page 5 of 33 1/6/2019 Client Sample Results Client:Aesco Inc TestAmerica Job ID:440-228561-1 Project/Site: Saybrook SDG: 20181555 Client Sample ID: S-1 Lab Sample ID: 440-228561-1 Date Collected: 12/19/18 13:00 Matrix:Solid Date Received: 12/21/18 16:00 Method:8260B-Volatile Organic Compounds(GC/MS) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Benzene ND 2.0 1.0 ug/Kg 12/28/1812:25 1 Ethylbenzene ND 2.0 1.0 ug/Kg 12/28/18 12:25 1 m,p-Xylene ND 4.0 2.0 ug/Kg 12/28/18 12:25 1 Methyl-t-Butyl Ether(MTBE) ND 5.0 1.0 ug/Kg 12/28/18 12:25 1 o-Xylene ND 2.0 1.0 ug/Kg 12/28/18 12:25 1 Toluene ND 2.0 1.0 ug/Kg 12/28/18 12:25 1 Xylenes,Total ND 4.0 2.0 ug/Kg 12/28/18 12:25 1 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac 4-Bromofluorobenzene(Surr) 110 79-120 12/-8/18 12:25 1 Dibromofluoromethane(Surr) 105 60-120 12/28/18 12:25 1 LToluene-d8(Surr) 102 79-123 12/28/18 12:25 1 [Method: 801513-Gasoline Range Organics-(GC) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac GRO(C4-C12) ND 400 150 ug/Kg 01/02/19 13:38 1 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac rL4-Bromofluorobenzene(Surr) 92 65-140 01/02/19 13:38 1 Method: 8015E-Diesel Range Organ ics(DRO)/Oil Range Organics(ORO) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac C13-C22 ND 5.0 2.5 mg/Kg 12/28/1815:05 12/30/1815:58 1 C23-C40 8.0 B 5.0 2.5 mg/Kg 12/28/1815:05 12/30/1815:58 1 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac L n-Octacosane 83 40-140 1228/18 15:05 12130/18 15:58 1 Method: 6010E-Metals(ICP) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Antimony ND 10 5.0 mg/Kg 12/31/1818:24 01103/1916:09 5 Arsenic 4.5 3.0 1.5 mg/Kg 12/31/1818:24 01/03/1916:09 5 Barium 89 1.5 0.75 mg/Kg 12/31/1818:24 01/03/1916:09 5 Beryllium 0.53 0.50 0.25 mg/Kg 12/31/1818:24 01/03/1916:09 5 Cadmium ND 0.50 0.25 mg/Kg 12/31/1818:24 01/03/1916:09 5 Chromium 19 1.0 0.50 mg/Kg 12/31/1818:24 01/03/1916:09 5 Cobalt 8.1 1.0 0.50 mg/Kg 12/31/1818:24 01/03/1916:09 5 Copper 14 2.0 1.1 mg/Kg 12/31/1818:24 01/03/1916:09 5 Lead 5.6 2.0 1.0 mg/Kg 12/31/1818:24 01/03/1916:09 5 Molybdenum ND 2.0 1.0 mg/Kg 12/31/1818:24 01/03/1916:09 5 Nickel 12 2.0 1.0 mg/Kg 12131/1818:24 01/03/1916:09 5 Selenium ND 3.0 1.7 mg/Kg 12131/1818:24 01/03/1916:09 5 Silver ND 1.5 0.89 mg/Kg 12/31/1818:24 01103/1916:09 5 Thallium ND 10 5.0 mg/Kg 12/31/1818:24 01/03/1916:09 5 Vanadium 40 1.0 0.50 mg/Kg 12131/1818:24 01/03/1916:09 5 Zinc 40 5.0 2.5 mg/Kg 12131/1818:24 01103/1916:09 5 Method:7471A-Mercury(CVAA) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Mercury 0.017 J 0.020 0.012 mg/K9 01/02/19 20:45 01/03/19 18:53 1 TestAmerica Irvine Page 6 of 33 1/6/2019 Client Sample Results Client:Aesco Inc TestAmerica Job ID: 440-228561-1 Project/Site: Saybrook SDG: 20181555 Client Sample ID: S-2 Lab Sample ID: 440-228561-2 Date Collected: 12/19/18 13:07 Matrix: Solid Date Received: 12/21/18 16:00 Method: 8260B-Volatile Organic Compounds(GC/MS) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Benzene ND 2.0 1.0 ug/Kg 12/28/1810:39 1 Ethylbenzene ND 2.0 1.0 ug/Kg 12/28/18 10:39 1 m,p-Xylene ND 4.0 2.0 ug/Kg 12/2811810:39 1 Methyl-t-Butyl Ether(MTBE) ND 5.0 1.0 ug/Kg 12/28/18 10:39 1 o-Xylene ND 2.0 1.0 ug/Kg 12/2811810:39 1 Toluene ND 2.0 1.0 ug/Kg 12/28/18 10:39 1 Xylenes,Total ND 4.0 2.0 ug/Kg 12/28/18 10:39 1 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac 4-Bromofluorobenzene(Sun) 109 79-120 12l28/18 10:39 1 Dibromofluoromethane(Surr) 105 60-120 12/28/18 10:39 1 Toluene-dB(Surr) 100 79-123 12/28/18 10:39 1 FMethod:8015B-Gasoline Range Organics-(GC) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac GRO(C4-C12) ND 400 150 ug/Kg 01/02/19 15:01 1 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac L4-Bromofluorobenzene(Surr) 95 65-140 01/02/19 15:01 1 Method: 8015E-Diesel Range Organics(DRO)/Oil Range Organics(ORO) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac C13-C22 ND 5.0 2.5 mg/Kg 12/26/18 20:01 12/27/18 16:56 1 C23-C40 20 B 5.0 2.5 mg/Kg 12/26/18 20:01 12/27/18 16:56 1 LSurrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac n-Octacosane 90 40-140 12/26/18 20:01 12/27/18 16:56 1 Method: 6010B-Metals(ICP) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Antimony ND 9.8 4.9 mg/Kg 01/02/19 08:42 01/03/19 12:58 5 Arsenic 2.1 J 2.9 1.5 mg/Kg 01/02/19 08:42 01/03/19 12:58 5 Barium 24 1.5 0.74 mg/Kg 01/02/19 08:42 01/03/19 12:58 5 Beryllium ND 0.49 0.25 mg/Kg 01/02/19 08:42 01/03/19 12:58 5 Cadmium ND 0.49 0.25 mg/Kg 01/02/19 08:42 01/03/19 12:58 5 Chromium 6.1 0.98 0.49 mg/Kg 01/02/19 08:42 01/03/19 12:58 5 Cobalt 2.4 0.98 0.49 mg/Kg 01/02/19 08:42 01/03/19 12:58 5 Copper 3.3 2.0 1.1 mg/Kg 01/02/19 08:42 01/03/19 12:58 5 Lead 1.4 J 2.0 0.98 mg/Kg 01/02/19 08:42 01/03/19 12:58 5 Molybdenum ND 2.0 0.98 mg/Kg 01/02/19 08:42 01/03/19 12:58 5 Nickel 3.5 2.0 0.98 mg/Kg 01/02/19 08:42 01/03/191Z58 5 Selenium ND 2.9 1.7 mg/Kg 01/02/19 08:42 01/03/19 12:58 5 Silver ND 1.5 0.87 mg/Kg 01/02/19 08:42 01/03/19 12:58 5 Thallium ND 9.8 4.9 mg/Kg 01/02/19 08:42 01/03/19 12:58 5 Vanadium 15 0.98 0.49 mg/Kg 01/02/19 08:42 01/03/19 12:58 5 Zinc 16 4.9 2.5 mg/Kg 01/02/19 08:42 01/03/19 12:58 5 Method: 7471A-Mercury(CVAA) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Mercury ND 0.020 0.012 mg/Kg 01/02/1920:45 01/03/1918:55 1 TestAmerica Irvine Page 7 of 33 1/6/2019 Client Sample Results Client:Aesco Inc TestAmerica Job ID:440-228561-1 Project/Site: Saybrook SDG:20181555 Client Sample ID: S-3 Lab Sample ID: 440-228561-3 Date Collected: 12/19/18 13:16 Matrix: Solid Date Received: 12/21/18 16:00 Method:8260B-Volatile Organic Compounds(GC/MS) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Benzene ND 2.0 1.0 ug/Kg 12/28/18 12:51 1 Ethylbenzene ND 2.0 1.0 ug/Kg 12/28/18 12:51 1 m,p-Xylene ND 4.0 2.0 ug/Kg 12/28/18 12:51 1 Methyl-t-Butyl Ether(MTBE) ND 5.0 1.0 ug/Kg 12/28/18 12:51 1 o-Xylene ND 2.0 1.0 ug/Kg 12/28/18 12:51 1 Toluene ND 2.0 1.0 ug/Kg 12/28/18 12:51 1 Xylenes,Total ND 4.0 2.0 ug/Kg 12/28/18 12:51 1 Surrogate %Recovery Qualirier Limits Prepared Analyzed Dil Fac 4-Bromofluorobenzene(Surf) 110 79-120 12/28/18 12:51 1 Dibromofluoromethane(Surr) 105 60-120 1228116 12:51 1 Toluene-d8(Surr) 100 79-123 1228/18 12:51 1 Method: 8015E-Gasoline Range Organics-(GC) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac GRO(C4-C12) ND 400 150 ug/Kg 01/02/19 15:29 1 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac 4-Bromofluorobenzene(Surr) 97 65-140 01/02/19 15:29 1 I Method: 8015E-Diesel Range Organ ics(DRO)/Oil Range Organics(ORO) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac C13-C22 8.0 5.0 2.5 mg/Kg 12/26/18 20:01 12/27/18 19:19 1 C23-C40 18 B 5.0 2.5 mg/Kg 12/26/18 20:01 12/27/18 19:19 1 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac n-Octacosane 73 40-140 1226/18 20:01 1227/18 19:19 1 Method: 6010B-Metals(ICP) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Antimony ND 10 5.0 mg/Kg 01/02/19 08:42 01/03/19 13:06 5 Arsenic 3.1 3.0 1.5 mg/Kg 01/02/19 08:42 01/03/19 13:06 5 Barium 37 1.5 0.75 mg/Kg 01/02/19 08:42 01/03/19 13:06 5 Beryllium ND 0.50 0.25 mg/Kg 01/02/19 08:42 01/03/19 13:06 5 Cadmium ND 0.50 0.25 mg/Kg 01/02/19 08:42 01/03/19 13:06 5 Chromium 9.4 1.0 0.50 mg/Kg 01/02/19 08:42 01/03/19 13:06 5 Cobalt 3.4 1.0 0.50 mg/Kg 01/02/19 08:42 01/03/19 13:06 5 Copper 5.5 2.0 1.1 mg/Kg 01/02/19 08:42 01/03/19 13:06 5 Lead 2.3 2.0 1.0 mg/Kg 01/02/19 08:42 01/03/19 13:06 5 Molybdenum ND 2.0 1.0 mg/Kg 01/02/19 08:42 01/03/19 13:06 5 Nickel 6.2 2.0 1.0 mg/Kg 01/02/19 08:42 01/03/19 13:06 5 Selenium ND 3.0 1.7 mg/Kg 01/02/19 08:42 01/03/19 13:06 5 Silver ND 1.5 0.89 mg/Kg 01/02/19 08:42 01/03/19 13:06 5 Thallium ND 10 5.0 mg/Kg 01/02/19 08:42 01/03/19 13.06 5 Vanadium 20 1.0 0.50 mg/Kg 01/02/19 08:42 01/03/19 13:06 5 Zinc 24 5.0 2.5 mg/Kg 01/02/19 08:42 01/03/19 13:06 5 Method:7471A-Mercury(CVAA) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Mercury ND 0.020 0.012 mg/Kg 01/02/19 20:45 01/03/19 18:57 1 TestAmerica Irvine Page 8 of 33 1/6/2019 Surrogate Summary Client: Aesco Inc TestAmerica Job ID: 440-228561-1 Project/Site: Saybrook SDG: 20181555 Method: 8260B -Volatile Organic Compounds (GC/MS) Matrix:Solid Prep Type: Total/NA Percent Surrogate Recovery(Acceptance Limits) BFB DBFM TOL Lab Sample ID Client Sample ID (79-120) (60-120) (79-123) 440-228561-1 S-1 1 00 005 002 440-228561-2 S-2 109 105 100 440-228561-2 MS S-2 105 107 94 440-228561-2 MSD S-2 105 103 95 440-228561-3 S-3 110 105 100 LCS 440-519756/13 Lab Control Sample 104 105 90 LCS 440-519756/5 Lab Control Sample 107 115 90 MB 440-519756/4 Method Blank 107 108 101 Surrogate Legend BFB=4-Bromofluorobenzene(Surr) DBFM=Dibromofluoromethane(Surr) TOL=Toluene-d8(Surr) Method: 8015B -Gasoline Range Organics -(GC) Matrix:Solid Prep Type:Total/NA Percent Surrogate Recovery(Acceptance Limits) BFB1 Lab Sample ID Client Sample ID (65-140) 440-228561-1 S-1 92 440-228561-1 MS S-1 88 440-228561-1 MSD S-1 88 440-228561-2 S-2 95 440-228561-3 S-3 97 LCS 440-520355/3 Lab Control Sample 98 LCSD 440-520355/4 Lab Control Sample Dup 96 MB 440-520355/5 Method Blank 96 Surrogate Legend BFB=4-Bromofluorobenzene(Surr) Method: 8015B - Diesel Range Organics(DRO)/Oil Range Organics (ORO) Matrix:Solid Prep Type:TotaUNA Percent Surrogate Recovery(Acceptance Limits) OTCN1 Lab Sample ID Client Sample ID (40-140) 440-228561-1 S-1 83 440-228561-2 S-2 90 440-228561-2 MS S-2 93 440-228561-2 MSD S-2 90 440-228561-3 S-3 73 440-228793-A-7-B MS Matrix Spike 86 440-228793-A-7-C MSD Matrix Spike Duplicate 84 LCS 440-519430/2-A Lab Control Sample 94 LCS 440-519898/2-A Lab Control Sample 87 MB 440-519430/1-A Method Blank 75 MB 440-519898/1-A Method Blank 93 TestAmerica Irvine Page 9 of 33 1/6/2019 Surrogate Summary Client: Aesco Inc TestAmerica Job ID: 440-228561-1 Project/Site: Saybrook SDG: 20181555 Surrogate Legend OTCN=n-Octacosane TestAmerica Irvine Page 10 of 33 1/6/2019 Method Summary Client: Aesco Inc TestAnnerica Job ID: 440-228561-1 Project/Site: Saybrook SDG: 20181555 Method Method Description Protocol Laboratory 8260E Volatile Organic Compounds(GC/MS) SW846 TAL IRV 8015B Gasoline Range Organics-(GC) SW846 TAL IRV 8015E Diesel Range Organics(DRO)/Oil Range Organics(ORO) SW846 TAL IRV 6010B Metals(ICP) SW846 TAL IRV 7471A Mercury(CVAA) SW846 TAL IRV 3050B Preparation, Metals SW846 TAL IRV 3546 Microwave Extraction SW846 TAL IRV 5030B Purge and Trap SW846 TAL IRV 7471A Preparation, Mercury SW846 TAL IRV Protocol References: • SW846="Test Methods For Evaluating Solid Waste,Physical/Chemical Methods",Third Edition, November 1986 And Its Updates. Laboratory References: TAL IRV=TestAmerica Irvine, 17461 Derian Ave,Suite 100, Irvine,CA 92614-5817,TEL(949)261-1022 TestAmerica Irvine Page 11 of 33 1/6/2019 Lab Chronicle Client:Aesco Inc TestAmerica Job ID:440-228561-1 Project/Site: Saybrook SDG:20181555 Client Sample ID: S-1 Lab Sample ID: 440-228561-1 Date Collected: 12/19/18 13:00 Matrix: Solid Date Received: 12/21/18 16:00 Batch Batch Dil Initial Final Batch Prepared [Prep Type Type Method Run Factor Amount Amount Number or Analyzed Analyst Lab Total/NA Analysis 8260B 1 5.02 g 10 mL 519756 12/28/18 12:25 WC TAL IRV Total/NA Analysis 8015B 1 5.01 g 10 mL 520355 01/02/19 13:38 IM TAL IRV Total/NA Prep 3546 15.09 g 1 mL 519898 12/28/18 15:05 EGC TAL IRV Total/NA Analysis 8015B 1 520042 12/30/18 15:58 MPD TAL IRV Total/NA Prep 3050B 2.00 g 50 mL 520250 12/31/18 18:24 DT TAL IRV Total/NA Analysis 6010B 5 520652 01/03/19 16:09 P1R TAL IRV Total/NA Prep 7471A 0.50 g 50 mL 520463 01/02/19 20:45 DB TAL IRV Total/NA Analysis 7471A 1 520623 01/03/19 18:53 DB TAL IRV Client Sample ID: S-2 Lab Sample ID: "0-228561-2 Date Collected: 12/19/18 13:07 Matrix: Solid Date Received: 12/21/18 16:00 F Batch Batch Dil Initial Final Batch Prepared Prep Type Type Method Run Factor Amount Amount Number or Analyzed Analyst Lab Total/NA Analysis 82608 1 5 g 10 mL 519756 12/28/18 10:39 WC TAL IRV Total/NA Analysis 8015B 1 5.03 g 10 mL 520355 01/02/19 15:01 IM TAL IRV Total/NA Prep 3546 15.06 g 1 mL 519430 12/26/18 20:01 EGC TAL IRV Total/NA Analysis 8015E 1 519499 12/27/18 16:56 MPD TAL IRV Total/NA Prep 3050E 2.04 g 50 mL 520316 01/02/19 08:42 DT TAL IRV Total/NA Analysis 6010E 5 520598 01/03/19 12:58 TQN TAL IRV Total/NA Prep 7471A 0.51 g 50 mL 520463 01/02/19 20:45 DB TAL IRV Total/NA Analysis 7471A 1 520623 01/03/19 18:55 DB TAL IRV Client Sample ID: S-3 Lab Sample ID: "0-228561-3 Date Collected: 12/19/18 13:15 Matrix: Solid Date Received: 12/21/18 16:00 Batch Batch Dil Initial Final Batch Prepared Prep Type Type Method Run Factor Amount Amount Number or Analyzed Analyst Lab Total/NA Analysis 8260B 1 5.02 g 10 mL 519756 12/28/18 12:51 WC TAL IRV Total/NA Analysis 8015B 1 5.05 g 10 mL 520355 01/02/19 15:29 IM TAL IRV Total/NA Prep 3546 15.12 g 1 mL 519430 12/26/18 20:01 EGC TAL IRV Total/NA Analysis 8015E 1 519499 12/27/18 19:19 MPD TAL IRV Total/NA Prep 3050E 2.01 g 50 mL 520316 01/02/19 08:42 DT TAL IRV Total/NA Analysis 6010E 5 520598 01/03/19 13:06 TQN TAL IRV Total/NA Prep 7471A 0.51 g 50 mL 520463 01/02/19 20:45 DB TAL IRV Total/NA Analysis 7471A 1 520623 01/03/19 18:57 DB TAL IRV Laboratory References: TAL IRV=TestAmerica Irvine, 17461 Derian Ave,Suite 100, Irvine,CA 92614-5817,TEL(949)261-1022 TestAmerica Irvine Page 12 of 33 1/6/2019 QC Sample Results Client: Aesco Inc TestAmerica Job ID: 440-228561-1 Project/Site: Saybrook SDG:20181555 Method: 8260B -Volatile Organic Compounds (GC/MS) Lab Sample ID: MB 440-519756/4 Client Sample ID: Method Blank Matrix: Solid Prep Type: Total/NA Analysis Batch: 519756 MB MB Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Benzene ND 2.0 1.0 ug/Kg 12/28/ 88 08:56 1 Ethylbenzene ND 2.0 1.0 ug/Kg 12/28/18 08:56 1 m,p-Xylene ND 4.0 2.0 ug/Kg 12/28/18 08:56 1 Methyl-t-Butyl Ether(MTBE) ND 5.0 1.0 ug/Kg 12/28/18 08:56 1 o-Xylene ND 2.0 1.0 ug/Kg 12/28/18 08:56 1 Toluene ND 2.0 1.0 ug/Kg 12/28/18 08:56 1 Xylenes,Total ND 4.0 2.0 ug/Kg 12/28/18 08:56 1 MB MB Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac 4-Bromofluorobenzene(Sun-) 107 79-120 1228f18 08:56 1 Dibromofluoromethane(Surr) 108 60-120 12128118 08:56 1 LToluene-d8(Surr) 101 79-123 1228118 08:56 1 i Lab Sample ID: LCS 440-519756/13 Client Sample ID: Lab Control Sample Matrix: Solid Prep Type: Total/NA Analysis Batch: 519766 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits 1,1,1,2-Tetrachloroethane 50.0 51.4 ug/Kg 103 70-130 1,1,1-Trichloroethane 50.0 57.2 ug/Kg 114 65-135 1,1,2,2-Tetrachloroethane 50.0 59.5 ug/Kg 119 55-140 1,1,2-Tdchloroethane 50.0 51.1 ug/Kg 102 65-135 1,1-Dichloroethane 50.0 58.2 ug/Kg 116 70-130 1,1-Dichloroethene 50.0 55.2 ug/Kg 110 70-125 1,1-Dichloropropene 50.0 57.0 ug/Kg 114 70-130 1,2,3-Trichlorobenzene 50.0 56.6 ug/Kg 113 60-130 1,2,3-Trichloropropane 50.0 56.3 ug/Kg 113 60-135 1,2,4-Trichlorobenzene 50.0 57.1 ug/Kg 114 70-135 1.2,4-Trimethylbenzene 50.0 55.4 ug/Kg 111 70-125 1,2-Dibromo-3-Chloropropane 50.0 68.0 ug/Kg 136 50-135 1,2-Dibromoethane(EDB) 50.0 52.1 ug/Kg 104 70-130 1,2-Dichlorobenzene 50.0 53.5 ug/Kg 107 75-120 1,2-Dichloroethane 50.0 68.1 ug/Kg 136 60-140 1,2-Dichloropropane 50.0 61.2 ug/Kg 122 70-130 1,3,5-Trimethylbenzene 50.0 55.3 ug/Kg ill 70-125 1,3-Dichlorobenzene 50.0 51.9 ug/Kg 104 75-125 1,3-Dichloropropane 50.0 51.7 ug/Kg 103 70-125 1,4-Dichlorobenzene 50.0 52.6 ug/Kg 105 75-120 2,2-Dichloropropane 50.0 60.2 ug/Kg 120 60-145 2-Chlorotoluene 50.0 56.3 ug/Kg 113 70-125 4-Chlorotoluene 50.0 55.3 ug/Kg 111 75-125 Benzene 50.0 55.4 ug/Kg ill 65-120 Bromobenzene 50.0 55.0 ug/Kg 110 75-120 Bromochloromethane 50.0 56.4 ug/Kg 113 70-135 Bromodichloromethane 50.0 58.6 ug/Kg 117 70-135 Bromoform 50.0 56.7 ug/Kg 113 55-135 Bromomethane 50.0 47.6 ug/Kg 95 60-145 Carbon tetrachloride 50.0 59.3 ug/Kg 119 65-140 TestAmerica Irvine Page 13 of 33 1/6/2019 QC Sample Results Client: Aesco Inc TestAmerica Job ID: 440-228561-1 Project/Site: Saybrook SDG: 20181555 Method: 8260B -Volatile Organic Compounds (GC/MS) (Continued) Lab Sample ID: LCS 440-519756113 Client Sample ID: Lab Control Sample Matrix: Solid Prep Type: Total/NA Analysis Batch: 519756 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits Chlorobenzene 500 47.8 ug/Kg 96 75-120 Chloroethane 50.0 52.6 ug/Kg 105 60-140 Chloroform 50.0 54.3 ug/Kg 109 70-130 Chloromethane 50.0 48.3 ug/Kg 97 45-145 cis-1,2-Dichloroethene 50.0 54.8 ug/Kg 110 70-125 cis-1,3-Dichloropropene 50.0 57.9 ug/Kg 116 75-125 Dibromochloromethane 50.0 52.3 ug/Kg 105 65-140 Dibromomethane 50.0 61.3 ug/Kg 123 70-130 Dichlorodifluoromethane 50.0 42.0 ug/Kg 84 35-160 Ethylbenzene 50.0 48.5 ug/Kg 97 70-125 Ethyl-t-butyl ether(ETBE) 50.0 62.1 ug/Kg 124 60-140 Hexachlorobutadiene 50.0 55.9 ug/Kg 112 60-135 Isopropyl Ether(DIPE) 50.0 67.9 ug/Kg 136 60-140 IsopropyIbenzene 50.0 50.2 ug/Kg 100 75-130 m,p-Xylene 50.0 48.8 ug/Kg 98 70.125 Methylene Chloride 50.0 487 ug/Kg 97 55-135 Methyl-t-Butyl Ether(MTBE) 50.0 59.8 ug/Kg 120 60-140 Naphthalene 50.0 56.6 ug/Kg 113 55-135 n-Butylbenzene 50.0 55.6 ug/Kg ill 70-130 N-Propylbenzene 50.0 57.4 ug/Kg 115 70-130 o-Xylene 50.0 49.4 ug/Kg 99 70-125 p-Isopropyltoluene 50.0 51.9 ug/Kg 104 75-125 sec-Butyl benzene 50.0 54.2 ug/Kg 108 70-125 Styrene 50.0 49.3 ug/Kg 99 75-130 Tert-amyl-methyl ether(TAME) 50.0 58.7 ug/Kg 117 60-145 tert-Butyl alcohol(TBA) 500 551 ug/Kg 110 70.135 tert-Butyl benzene 50.0 53.0 ug/Kg 106 70-125 Tetra chloroethene 50.0 48.6 ug/Kg 97 70-125 Toluene 50.0 48.5 ug/Kg 97 70-125 trans-1,2-Dichloroethene 50.0 56.9 ug/Kg 114 70-125 trans-1,3-Dichloropropene 50.0 57.5 ug/Kg 115 70-135 Trichloroethene 50.0 53.7 ug/Kg 107 70-125 Trichlorofluoromethane 50.0 53.2 ug/Kg 106 60-145 Vinyl chloride 50.0 44.3 ug/Kg 89 55-135 LCS LCS Surrogate %Recovery Qualifier Limits 4-Bromofluorobenzene(Surr) 104 79-120 Dibromofluoromethane(Surr) 105 60-120 Toluene-d8(Surr) 90 79-123 Lab Sample ID: LCS 440-519756/5 Client Sample ID: Lab Control Sample Matrix: Solid Prep Type: Total/NA Analysis Batch: 519756 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits 1,1,1,2-Tetrachloroethane 50.0 53.8 ug/Kg 108 70-130 1,1,1-Trichloroethane 500 57.3 ug/Kg 115 65-135 1,1,2,2-Tetrachloroethane 50.0 65.8 ug/Kg 132 55-140 TestAmerica Irvine Page 14 of 33 1/6/2019 QC Sample Results Client: Aesco Inc TestAmerica Job ID: 440-228561-1 Project/Site: Saybrook SDG: 20181555 Method: 8260E -Volatile Organic Compounds (GC/MS) (Continued) Lab Sample ID: LCS 440-51975615 Client Sample ID: Lab Control Sample Matrix: Solid Prep Type: Total/NA Analysis Batch: 519756 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits 1,1,2-Trichloroethane 50.0 58.7 ug/Kg 117 65-135 1,1-Dichloroethane 50.0 60.8 ug/Kg 122 70-130 1,1-Dichloroethene 50.0 53.8 ug/Kg 108 70-125 1,1-Dichloropropene 50.0 57.2 ug/Kg 114 70-130 1,2,3-Trichlorobenzene 50.0 60.2 ug/Kg 120 60-130 1,2,3-Trichloropropane 50.0 62.6 ug/Kg 125 60-135 1,2,4-Trichlorobenzene 5&0 58.7 ug/Kg 117 70-135 1,2,4-Trimethylbenzene 5&0 55.1 ug/Kg 110 70-125 1,2-Dibromo-3-Chloropropane 50.0 78.9 * ug/Kg 158 50-135 1,2-Dibromoethane(EDB) 50.0 57.8 ug/Kg 116 70-130 1,2-Dichlorobenzene 50.0 56.6 ug/Kg 113 75-120 1,2-Dichloroethane 50.0 78.3 ug/Kg 157 60-140 1,2-Dichloropropane 50.0 66.3 * ug/Kg 133 70-130 1,3,5-Tri methyl benzene 5&0 54.4 ug/Kg 109 70-125 1,3-Dichlorobenzene 50.0 53.1 ug/Kg 106 75-125 1,3-Dichloropropane 50.0 56.1 ug/Kg 112 70-125 1,4-Dichlorobenzene 50.0 53.5 ug/Kg 107 75-120 2,2-Dichloropropane 50.0 59,9 ug/Kg 120 60-145 2-Chlorotoluene 50.0 55.8 ug/Kg 112 70-125 4-Chlorotoluene 50.0 54.8 ug/Kg 110 75-125 Benzene 50.0 57.8 ug/Kg 116 65-120 Bromobenzene 5&0 56.3 ug/Kg 113 75-120 Bromochloromethane 50.0 62.1 ug/Kg 124 70-135 Bromodichloromethane 50-0 64.5 ug/Kg 129 70-135 Bromoform 50.0 65.7 ug/Kg 131 55-135 Bromomethane 50.0 51.1 ug/Kg 102 60-145 Carbon tetrachloride 50.0 56.9 ug/Kg 114 65-140 Chlorobenzene 50.0 49.7 ug/Kg 99 75-120 Chloroethane 50.0 53.7 ug/Kg 107 60-140 Chloroform 50.0 58.7 ug/Kg 117 70-130 Chloromethane 50.0 52.3 ug/Kg 105 45-145 cis-1,2-Dich loroethene 50.0 58.2 ug/Kg 116 70-125 cis-1,3-Dichloropropene 50.0 61.3 ug/Kg 123 75-125 Dibromochloromethane 50.0 57.9 ug/Kg 116 65-140 Dibromomethane 50.0 72.5 ug/Kg 145 70-130 Dichlorodifluoromethane 50.0 47.2 ug/Kg 94 35-160 Ethylbenzene 50.0 47.8 ug/Kg 96 70-125 Ethyl-t-butyl ether(ETBE) 50.0 73.2 ug/Kg 146 60-140 Hexachlorobutadiene 50.0 53.3 ug/Kg 107 60-135 Isopropyl Ether(DIPE) 50.0 75.1 ' ug/Kg 150 60-140 IsopropyIbenzene 50.0 48.9 ug/Kg 98 75-130 m,p-Xylene 50.0 49.4 ug/Kg 99 70-125 Methylene Chloride 50.0 53.2 ug/Kg 106 55-135 Methyl-t-Butyl Ether(MTBE) 50.0 70.6 ug/Kg 141 60-140 Naphthalene 50.0 62.9 ug/Kg 126 55-135 n-Butylbenzene 50.0 53.6 ug/Kg 107 70-130 N-Propylbenzene 50.0 55.2 ug/Kg 110 70-130 o-Xylene 50.0 50.4 ug/Kg 101 70-125 TestAmerica Irvine Page 15 of 33 1/6/2019 QC Sample Results Client: Aesco Inc TestAmerica Job ID: 440-228561-1 Project/Site: Saybrook SDG: 20181555 Method: 8260B -Volatile Organic Compounds (GC/MS) (Continued) Lab Sample ID: LCS 440-519756/5 Client Sample ID: Lab Control Sample Matrix: Solid Prep Type: Total/NA Analysis Batch: 519756 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits p-Isopropyltoluene 50.0 50.2 ug/Kg 100 75-125 sec-Butyl benzene 50.0 52.4 ug/Kg 105 70-125 Styrene 50.0 51.3 ug/Kg 103 75-130 Tert-amyl-methyl ether(TAME) 50.0 68.2 ug/Kg 136 60-145 tert-Butyl alcohol(TBA) 500 533 ug/Kg 107 70-135 tert-Butylbenzene 50.0 50.9 ug/Kg 102 70-125 Tetrachloroethene 50.0 45.7 ug/Kg 91 70-125 Toluene 50.0 48.7 ug/Kg 97 70-125 trans-1,2-Dichloroethene 50.0 56.6 ug/Kg 113 70-125 trans-1,3-Dichloropropene 50.0 62.7 ug/Kg 125 70-135 Trichloroethene 50.0 55.1 ug/Kg 110 70-125 Trichlorofluoromethane 50-0 52.5 ug/Kg 105 60-145 Vinyl chloride 50.0 45.9 ug/Kg 92 55-135 LCS LCS Surrogate %Recovery Qualifier Limits 4-BromoBuorobenzene(Surr) 107 79-120 Dibromofluoromethane(Surr) 115 60-120 Toluene-dB(Surr) 90 79-123 Lab Sample ID: 440-228561-2 MS Client Sample ID: S-2 Matrix: Solid Prep Type: Total/NA Analysis Batch: 519756 Sample Sample Spike MS MS %Rec. Analyte Result Qualifier Added Result Qualifier Unit D %Rec Limits 1,1,1,2-Tetrachloroethane ND 49.5 50.9 ug/Kg 103 65-145 1,1,1-Trichloroethane ND 49.5 56.8 ug/Kg 115 65-145 1,1,2,2-Tetrachloroethane ND 49.5 51.0 ug/Kg 103 40-160 1,1,2-Trichloroethane ND 49.5 51.9 ug/Kg 105 65-140 1,1-Dichloroethane ND 49.5 58.9 ug/Kg 119 65-135 1,1-Dichloroethene ND 49.5 55.2 ug/Kg 112 65-135 1,1-Dichloropropene ND 49.5 58.7 ug/Kg 119 65-135 1,2,3-Trichlorobenzene ND 49.5 53.4 ug/Kg 108 45-145 1,2,3-Trichloropropane ND 49.5 55.3 ug/Kg 112 50-150 1,2,4-Trichlorobenzene ND 49.5 54.1 ug/Kg 109 50-140 1,2,4-Tri methyl benzene ND 49.5 55.4 ug/Kg 112 65-140 1,2-Dibromo-3-Chloropropane ND 49.5 63.7 ug/Kg 129 40-150 1,2-Dibromoethane(EDB) ND 49.5 51.0 ug/Kg 103 65-140 1,2-Dichlorobenzene ND 49.5 52.2 ug/Kg 105 70-130 1,2-Dichloroethane ND ' 49.5 65.5 ug/Kg 132 60-150 1,2-Dichloropropane ND ' 49.5 58.3 ug/Kg 118 65-130 1,3,5-Tri meth ylbenzene ND 49.5 55.2 ug/Kg 112 65-135 1,3-Dichlorobenzene ND 49.5 51.2 ug/Kg 103 70-130 1,3-Dichloropropane ND 49.5 50.2 ug/Kg 101 65-140 1,4-Dichlorobenzene ND 49.5 51.8 ug/Kg 105 70-130 i 2,2-Dichloropropane ND 49.5 60.9 ug/Kg 123 65-150 2-Chlorotoluene ND 49.5 55.9 ug/Kg 113 60-135 4-Chlorotoluene ND 49.5 54.4 ug/Kg 110 65-135 Benzene ND 49.5 55.3 ug/Kg 112 65-130 TestAmerica Irvine Page 16 of 33 1/6/2019 QC Sample Results Client: Aesco Inc TestAmerica Job ID: 440-228561-1 Project/Site: Saybrook SDG: 20181555 Method: 8260B -Volatile Organic Compounds (GC/MS) (Continued) Lab Sample ID:440-228561-2 MS Client Sample ID: S-2 Matrix: Solid Prep Type: Total/NA Analysis Batch: 519756 Sample Sample Spike MS MS %Rec. Analyte Result Qualifier Added Result Qualifier Unit D %Rec Limits Bromobenzene ND 49.5 53.9 ug/Kg 109 65- 440 Bromochloromethane ND 49.5 54.0 ug/Kg 109 65-145 Bromodichloromethane ND 49.5 56.5 ug/Kg 114 65-145 Bromoform ND 49.5 55.6 ug/Kg 112 50-145 Bromomethane ND 49.5 48.5 ug/Kg 98 60-155 Carbon tetrachloride ND 49.5 59.2 ug/Kg 120 60-145 Chlorobenzene ND 49.5 47.8 ug/Kg 97 70-130 Chloroethane ND 49.5 52.7 ug/Kg 107 60-150 Chloroform ND 49.5 53.8 ug/Kg 109 65-135 Chloromethane ND 49.5 51.5 ug/Kg 104 40.145 cis-1,2-Dich loroethene ND 49.5 54.2 ug/Kg 110 65.135 cis-1,3-Dich loropropene ND 49.5 57.4 ug/Kg 116 70-135 Dibromochloromethane ND 49.5 51.5 ug/Kg 104 60-145 Dibromomethane ND 49.5 58.9 ug/Kg 119 65-140 Dichlorodifluoromethane ND 49.5 49.2 ug/Kg 99 30-160 Ethylbenzene ND 49.5 48.8 ug/Kg 98 70-135 Ethyl-t-butyl ether(ETBE) ND ' 49.5 60.6 ug/Kg 122 60-145 Hexachlorobutadiene ND 49.5 53.5 ug/Kg 108 50-145 Isopropyl Ether(DIPE) ND 49.5 66.7 ug/Kg 135 60-150 Isopropylbenzene ND 49.5 50.4 ug/Kg 102 70-145 m,p-Xylene ND 49.5 49.0 ug/Kg 99 70-130 Methylene Chloride ND 49.5 48.9 ug/Kg 99 55-145 Methyl-t-Butyl Ether(MTBE) ND 49.5 57.5 ug/Kg 116 55-155 Naphthalene ND 49.5 53.3 ug/Kg 108 40-150 n-Butylbenzene ND 49.5 55.4 ug/Kg 112 55-145 N-Propylbenzene ND 49.5 57.5 ug/Kg 116 65-140 o-Xylene ND 49.5 49.0 ug/Kg 99 65-130 p-Isopropyltoluene ND 49.5 52.0 ug/Kg 105 60.140 sec-Butylbenzene ND 49.5 54.3 ug/Kg 110 60-135 Styrene ND 49.5 49.2 ug/Kg 99 70-140 Tert-amyl-methyl ether(TAME) ND 49.5 56.5 ug/Kg 114 60-150 tert-Butyl alcohol(TBA) ND 495 552 ug/Kg 112 65-145 tert-Butylbenzene ND 49.5 53.1 ug/Kg 107 60-140 Tetra chi oroethene ND 49.5 49.4 ug/Kg 100 65-135 Toluene ND 49.5 49.1 ug/Kg 99 70-130 trans-1,2-Dichloroethene ND 49.5 56.5 ug/Kg 114 70-135 trans-1,3-Dichloropropene ND 49.5 56.5 ug/Kg 114 60-145 Trichloroethene ND 49.5 59.0 ug/Kg 119 65-140 Trichlorofluoromethane ND 49.5 55.9 ug/Kg 113 55-155 Vinyl chloride ND 49.5 46.9 ug/Kg 95 55-140 MS MS Surrogate %Recovery Qualifier Limits 4-Bromofluorobenzene(Surr) 105 79-120 Dibromofluoromethane(Surr) 107 60-120 Toluene-d8(Surr) 94 79-123 TestAmerica Irvine Page 17 of 33 1/6/2019 QC Sample Results Client: Aesco Inc TestAmerica Job ID: 440-228561-1 Project/Site: Saybrook SDG: 20181555 Method: 8260E -Volatile Organic Compounds (GC/MS) (Continued) Lab Sample ID: 440-228561-2 MSD Client Sample ID: S-2 Matrix: Solid Prep Type: Total/NA Analysis Batch: 519756 Sample Sample Spike MSD MSD %Rec. RPD Analyte Result Qualifier Added Result Qualifier Unit D %Rec Limits RPD Limit 1,1,1,2-Tetrachloroethane ND 49.7 50.6 ug/Kg 102 65-145 1 20 1,1,1-Trichloroethane NO 49.7 57.2 ug/Kg 115 65-145 1 20 1,1,2,2-Tetrachloroethane NO 49.7 48.5 ug/Kg 98 40-160 5 30 1,1,2-Trichloroethane NO 49.7 51.5 ug/Kg 104 65-140 1 30 1,1-Dichloroethane NO 49.7 59.1 ug/Kg 119 65-135 0 25 1,1-Dichloroethene NO 49.7 55.8 ug/Kg 112 65-135 1 25 1,1-Dichloropropene NO 49.7 58.7 ug/Kg 118 65-135 0 20 1,2,3-Trichlorobenzene NO 49.7 51.2 ug/Kg 103 45-145 4 30 1,2,3-Trichloropropane NO 49.7 52.6 ug/Kg 106 50-150 5 30 1,2,4-Trichlorobenzene NO 49.7 52.4 ug/Kg 106 50-140 3 30 1,2,4-Trimethylbenzene NO 49.7 55.3 ug/Kg 111 65-140 0 25 1,2-Dibromo-3-Chloropropane NO 49.7 62.2 ug/Kg 125 40-150 2 30 1,2-Dibromoethane(EDB) NO 49.7 49.9 ug/Kg 100 65-140 2 25 1,2-Dichlorobenzene NO 49.7 52.4 ug/Kg 105 70-130 0 25 1,2-Dichloroethane NO ' 49.7 66.9 ug/Kg 135 60-150 2 25 1,2-Dichloropropane NO 49.7 59.9 ug/Kg 121 65-130 3 20 1,3,5-Trimethylbenzene NO 49.7 55.2 ug/Kg 111 65-135 0 25 1,3-Dichlorobenzene NO 49.7 50.8 ug/Kg 102 70-130 1 25 1,3-Dichloropropane NO 49.7 50.0 ug/Kg 101 65-140 1 25 1,4-Dichlorobenzene NO 49.7 51.0 ug/Kg 103 70-130 2 25 2,2-Dichloropropane NO 49.7 61.2 ug/Kg 123 65-150 1 25 2-Chlorotoluene NO 49.7 55.9 ug/Kg 112 60-135 0 25 4-Chlorotoluene NO 49.7 55.2 ug/Kg 111 65-135 1 25 Benzene NO 49.7 54.8 ug/Kg 110 65-130 1 20 Bromobenzene NO 49.7 53.8 ug/Kg 108 65-140 0 25 Bromochloromethane NO 49.7 55.7 ug/Kg 112 65-145 3 25 Bromodichloromethane NO 49.7 57.4 ug/Kg 116 65-145 2 20 Bromoform NO 49.7 54.8 ug/Kg 110 50-145 1 30 Bromomethane NO 49.7 48.3 ug/Kg 97 60-155 0 25 Carbon tetrachloride NO 49.7 59.5 ug/Kg 120 60-145 0 25 Chlorobenzene NO 49.7 47.9 ug/Kg 96 70-130 0 25 Chloroethane NO 49.7 53.2 ug/Kg 107 60-150 1 25 Chloroform NO 49.7 54.3 ug/Kg 109 65-135 1 20 Chloromethane NO 49.7 51.5 ug/Kg 104 40-145 0 25 cis-1,2-Dich loroethene NO 49.7 53.8 ug/Kg 108 65-135 1 25 cis-1,3-Dichloropropene NO 49.7 57.4 ug/Kg 115 70-135 0 25 Dibromochloromethane NO 49.7 51.2 ug/Kg 103 60-145 1 25 Dibromomethane NO 49.7 59.6 ug/Kg 120 65-140 1 25 Dichlorodifluoromethane NO 49.7 48.3 ug/Kg 97 30-160 2 35 Ethylbenzene NO 49.7 48.8 ug/Kg 98 70-135 0 25 Ethyl-t-butyl ether(ETBE) NO 49.7 62.2 ug/Kg 125 60-145 3 30 Hexachlorobutadiene NO 49.7 47.2 ug/Kg 95 50-145 13 35 Isopropyl Ether(DIPE) NO ' 49.7 67.2 ug/Kg 135 60-150 1 25 Isopropylbenzene NO 49.7 50.3 ug/Kg 101 70-145 0 25 m,p-Xylene NO 49.7 49.3 ug/Kg 99 70-130 1 25 Methylene Chloride NO 49.7 47.0 ug/Kg 95 55-145 4 25 Methyl-t-Butyl Ether(MTBE) NO ' 49.7 58.8 ug/Kg 118 55-155 2 35 Naphthalene NO 49.7 52.6 ug/Kg 106 40-150 1 40 TestAmerica Irvine Page 18 of 33 1/6/2019 QC Sample Results Client: Aesco Inc TestAmerica Job ID: 440-228561-1 Project/Site: Saybrook SDG: 20181555 Method: 8260B -Volatile Organic Compounds (GC/MS) (Continued) Lab Sample ID:440-228561-2 MSD Client Sample ID: S-2 Matrix: Solid Prep Type: Total/NA Analysis Batch: 519756 Sample Sample Spike MSD MSD %Rec. RPD Analyte Result Qualifier Added Result Qualifier Unit D %Rec Limits RPD Limit n-Butylbenzene ND 49.7 54.6 ug/Kg 110 55-145 1 30 N-Propylbenzene ND 49.7 57.5 ug/Kg 116 65-140 0 25 o-Xylene ND 49.7 49.4 ug/Kg 99 65-130 1 25 p-Isopropyltoluene ND 49.7 51.2 ug/Kg 103 60-140 2 25 sec-Butylbenzene ND 49.7 53.6 ug/Kg 108 60-135 1 25 Styrene ND 49.7 48.9 ug/Kg 98 70-140 1 25 Tert-amyl-methyl ether(TAME) ND 49.7 57.5 ug/Kg 116 60-150 2 25 tert-Butyl alcohol(TBA) ND 497 535 ug/Kg 108 65-145 3 30 tert-Butyl benzene ND 49.7 52.5 ug/Kg 106 60-140 1 25 Tetrachloroethene ND 49.7 49.7 ug/Kg 100 65-135 0 25 Toluene ND 49.7 49.0 ug/Kg 99 70.130 0 20 trans-1,2-Dichloroethene ND 49.7 56.1 ug/Kg 113 70.135 1 25 trans-1,3-Dichloropropene ND 49.7 56.8 ug/Kg 114 60-145 1 25 Trichloroethene ND 49.7 61.4 ug/Kg 124 65-140 4 25 Trichlorofluoromethane ND 49.7 54.7 ug/Kg 110 55-155 2 25 Vinyl chloride ND 49.7 47.0 ug/Kg 95 55-140 0 30 MSD MSD Surrogate %Recovery Qualifier Limits 4-Bromofluorobenzene(Surr) 105 79-120 Dibromofluoromethane(Surr) 103 60-120 Toluene-d8(Surr) 95 79-123 Method: 8015B -Gasoline Range Organics -(GC) Lab Sample ID: MB 440-520355/5 Client Sample ID: Method Blank Matrix: Solid Prep Type: Total/NA Analysis Batch: 520355 MB MB Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac GRO(C4-C12) ND 400 150 ug/Kg 01/02/19 13:10 1 MB MB Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac 4-Bromofluorobenzene(Surr) 96 65-140 Oimi19 13:10 1 FLab Sample ID: LCS 440-520355/3 Client Sample ID: Lab Control Sample Matrix: Solid Prep Type: Total/NA Analysis Batch: 520355 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits GRO(C4-C12) 1600 1470 ug/Kg 92 70-135 LCS LCS Surrogate %Recovery Qualifier Limits 4-Bromofluorobenzene(Surr) 98 65-140 TestAmerica Irvine Page 19 of 33 1/6/2019 QC Sample Results Client: Aesco Inc TestAmerica Job ID. 440-228561-1 Project/Site: Saybrook SDG: 20181555 Method: 8015B -Gasoline Range Organics -(GC)(Continued) FLab Sample ID: LCSD 440-52035514 Client Sample ID: Lab Control Sample Dup Matrix: Solid Prep Type: Total/NA Analysis Batch: 520355 Spike LCSD LCSD %Rec. RPD Analyte Added Result Qualifier Unit D %Rec Limits RPD Limit GRO(C4-C12) 1600 1660 ug/Kg 104 70-135 12 20 LCSD LCSD Surrogate %Recovery Qualifier Limits 4-Bromofluorobenzene(Surr) 96 65-140 Lab Sample ID:440-228561-1 MS Client Sample ID: S-1 Matrix: Solid Prep Type: Total/NA Analysis Batch: 520355 Sample Sample Spike MS MS %Rec. Analyte Result Qualifier Added Result Qualifier Unit D %Rec Limits GRO(C4-C12) ND 1590 1480 ug/Kg 93 60-140 MS MS LSurrogate %Recovery Qualifier Limits 4-Bromofluorobenzene(Surf) 88 65- 440 Lab Sample ID: 440-228561-1 MSD Client Sample ID: S-1 Matrix: Solid Prep Type: Total/NA Analysis Batch: 520355 Sample Sample Spike MSD MSD %Rec. RPD Analyte Result Qualifier Added Result Qualifier Unit D %Rec Limits RPD Limit GRO(C4-C12) ND 1600 1480 ug/Kg 93 60-140 0 30 MSD MSD Surrogate %Recovery Qualifier Limits 4-Bromofluorobenzene(Surf) 88 65-140 Method: 8015B - Diesel Range Organics(DRO)/Oil Range Organics (ORO) Lab Sample ID: MB 440-519430/1-A Client Sample ID: Method Blank Matrix: Solid Prep Type. Total/NA Analysis Batch: 519499 Prep Batch: 519430 MB MB Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac C13-C22 ND 5.0 2.5 mg/Kg 12/26/1820:01 12/2711815:55 1 C23-C40 2.91 J 5.0 2.5 mg/Kg 12/26/18 20:01 12/27/18 15:55 1 MB MB Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac n-Octacosane 75 40-140 f226f18 20.01 1227118 15:55 1 Lab Sample ID: LCS 440-519430/2-A Client Sample ID: Lab Control Sample Matrix: Solid Prep Type: Total/NA Analysis Batch: 519499 Prep Batch: 519430 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits C10-C28 667 61.2 mg/Kg 92 45-115 TestAmerica Irvine Page 20 of 33 1/6/2019 QC Sample Results Client: Aesco Inc TestAmerica Job ID: 440-228561-1 Project/Site: Saybrook SDG: 20181555 Method: 8015B -Diesel Range Organics(DRO)/Oil Range Organics (ORO) (Continued) Lab Sample ID: LCS 440-51943012-A Client Sample ID: Lab Control Sample Matrix: Solid Prep Type: Total/NA Analysis Batch: 519499 Prep Batch: 519430 LCS LCS Surrogate %Recovery Qualifier Limits Ln-Octacosane 94 40-140 Lab Sample ID:440-228561-2 MS Client Sample ID: S-2 Matrix: Solid Prep Type: Total/NA Analysis Batch: 519499 Prep Batch: 519430 Sample Sample Spike MS MS %Rec. Analyte Result Qualifier Added Result Qualifier Unit D %Rec Limits C10-C28 5.9 66.3 60.1 mg/Kg 82 40-120 MS MS Surrogate %Recovery Qualifier Limits n-Octacosane 93 40-140 Lab Sample ID: 440-228561-2 MSD Client Sample ID: S-2 Matrix: Solid Prep Type: Total/NA Analysis Batch: 519499 Prep Batch: 519430 Sample Sample Spike MSD MSD %Rec. RPD Analyte Result Qualifier Added Result Qualifier Unit D %Rec Limits RPD Limit CIO-C28 5.9 65.9 58.6 mg/Kg 80 40-120 3 30 MSD MSD Surrogate %Recovery Qualifier Limits n-Octacosane 90 40-140 FLab Sample ID: MB 440-519898/1-A Client Sample ID: Method Blank Matrix: Solid Prep Type: Total/NA Analysis Batch: 520042 Prep Batch: 519898 MB MB Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac C13-C22 ND 5.6 2.5 mg/Kg 12/28/1815:05 12/30/1811:39 1 C23-C40 414 J 5.0 2.5 mg/Kg 12/28/1815:05 12130/1811:39 1 MB MB Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac n-Octacosane 93 40-140 12i28/18 15:05 12l30/1811:39 1 Lab Sample ID: LCS 440-519898/2-A Client Sample ID: Lab Control Sample Matrix: Solid Prep Type: Total/NA Analysis Batch: 520042 Prep Batch: 519898 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits C10-C28 66.7 58.9 mg/Kg 88 45-115 LCS LCS Surrogate %Recovery Qualifier Limits n-Octacosane 87 40-140 TestAmerica Irvine Page 21 of 33 1/6/2019 QC Sample Results Client: Aesco Inc TestAmerica Job ID: 440-228561-1 Project/Site: Saybrook SDG: 20181555 Method: 8015B - Diesel Range Organics(DRO)/Oil Range Organics (ORO) (Continued) Lab Sample ID: 440-228793-A-7-B MS Client Sample ID: Matrix Spike Matrix: Solid Prep Type: Total/NA Analysis Batch: 520042 Prep Batch: 519898 Sample Sample Spike MS MS %Rec. Analyte Result Qualifier Added Result Qualifier Unit D %Rec Limits C10-C28 3.5 J B 66.4 60.2 mg/Kg 85 40-120 MS MS Surrogate %Recovery Qualifier Limits n-Octacosane 86 40-140 rLab Sample ID: 440-228793-A-7-C MSD Client Sample ID: Matrix Spike Duplicate Matrix: Solid Prep Type: Total/NA Analysis Batch: 520042 Prep Batch: 519898 Sample Sample Spike MSD MSD %Rec. RPD Analyte Result Qualifier Added Result Qualifier Unit D %Rec Limits RPD Limit C10-C28 3.5 J B 65.8 57.3 mg/Kg 82 40-120 5 30 MSD MSD Surrogate %Recovery Qualifier Limits Ln-Octacosane 84 40-140 Method: 6010B - Metals (ICP) [Lab Sample ID: MB 440-520250/1-A A Client Sample ID: Method Blank Matrix: Solid Prep Type: Total/NA Analysis Batch: 520652 Prep Batch: 520250 MB MB Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Antimony ND 10 5.0 mg/Kg 12/31/ 8818:24 01/03/1 115:10 5 Arsenic ND 3.0 1.5 mg/Kg 12131/1818:24 01/03/1915:10 5 Barium ND 1.5 0.75 mg/Kg 12/31/1818:24 01/03/1915:10 5 Beryllium ND 0.50 0.25 mg/Kg 12/31/1818:24 01/03/1915:10 5 Cadmium ND 0.50 0.25 mg/Kg 12/31/1818:24 01/03/1915:10 5 Chromium ND 1.0 0.50 mg/Kg 12/31/1818:24 01/03/19 15 10 5 Cobalt ND 1.0 0.50 mg/Kg 12/31/1818:24 01/03/1915:10 5 Copper ND 2.0 1.1 mg/Kg 12/31/1818:24 01/03/1915:10 5 Lead ND 2.0 1.0 mg/Kg 12/31/1818:24 01/03/1915:10 5 Molybdenum ND 2.0 1.0 mg/Kg 12/31/1818:24 01/03/1915:10 5 Nickel ND 2.0 1.0 mg/Kg 12/31/1818:24 01/03/19 15 10 5 Selenium ND 3.0 1.7 mg/Kg 12131/1818:24 01/03/1915:10 5 Silver ND 1.5 0.89 mg/Kg 12/31/1818:24 01/0311915:10 5 Thallium ND 10 5.0 mg/Kg 12/31/1818:24 01/03/19 15 10 5 Vanadium ND 1.0 0.50 mg/Kg 12/31/1818:24 01/03/1915:10 5 I Zinc ND 5.0 2.5 mg/Kg 12/31/1818:24 01/03/1915:10 5 Lab Sample ID: LCS 440-520250/2-A ^5 Client Sample ID: Lab Control Sample Matrix: Solid Prep Type: Total/NA Analysis Batch: 520652 Prep Batch: 520250 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits Antimony 50.3 49.8 mg/Kg 99 80-120 Arsenic 50.3 47.8 mg/Kg 95 80-120 Barium 50.3 48.9 mg/Kg 97 80-120 TestAmerica Irvine Page 22 of 33 1/6/2019 QC Sample Results Client: Aesco Inc TestAmerica Job ID: 440-228561-1 Project/Site: Saybrook SDG: 20181555 Method: 6010B - Metals (ICP) (Continued) Lab Sample ID: LCS 440-520250/2-A"5 Client Sample ID: Lab Control Sample Matrix: Solid Prep Type: Total/NA Analysis Batch: 520652 Prep Batch: 520250 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits Beryllium 50.3 47.4 mg/Kg 94 80.120 Cadmium 50.3 48.2 mg/Kg 96 80-120 Chromium 50.3 48.9 mg/Kg 97 80.120 Cobalt 50.3 48.8 mg/Kg 97 80-120 Copper 50.3 48.7 mg/Kg 97 80-120 Lead %3 48.6 mg/Kg 97 80.120 Molybdenum 503 49.4 mg/Kg 98 80.120 Nickel 50.3 49.0 mg/Kg 98 80-120 Selenium 50.3 44.8 mg/Kg 89 80-120 Silver 25.1 24.1 mg/Kg 96 80-120 Thallium 50.3 47.4 mg/Kg 94 80-120 Vanadium 50.3 48.1 mg/Kg 96 80-120 Zinc 50.3 47.7 mg/Kg 95 80.120 Lab Sample ID: 440-228776-A-1-B MS "5 Client Sample ID: Matrix Spike Matrix: Solid Prep Type: Total/NA Analysis Batch: 520652 Prep Batch: 520250 Sample Sample Spike MS MS %Rec. Analyte Result Qualifier Added Result Qualifier Unit D %Rec Limits Antimony ND F1 50.3 19.3 F1 mg/Kg 38 75-125 Arsenic 6.5 50.3 51.8 mg/Kg 90 75-125 Barium 150 50.3 198 mg/Kg 96 75-125 Beryllium 0.77 50.3 47.4 mg/Kg 93 75-125 Cadmium 0.67 50.3 47.2 mg/Kg 93 75-125 Chromium 27 50.3 73.5 mg/Kg 93 75-125 Cobalt 11 50.3 56.9 mg/Kg 91 75-125 Copper 27 50.3 77.8 mg/Kg 101 75-125 Lead 72 50.3 120 mg/Kg 97 75-125 Molybdenum 1.1 J 50.3 47A mg/Kg 92 75-125 Nickel 16 50.3 64.9 mg/Kg 98 75-125 Selenium ND 50.3 43.4 mg/Kg 86 75.125 Silver ND 25.1 23.8 mg/Kg 95 75-125 Thallium ND 50.3 44.7 mg/Kg 89 75-125 Vanadium 52 50.3 99.9 mg/Kg 96 75.125 Zinc 130 50.3 185 mg/Kg 104 75-125 Lab Sample ID: 440-228776-A-1-C MSD ^5 Client Sample ID: Matrix Spike Duplicate Matrix: Solid Prep Type: Total/NA Analysis Batch: 520652 Prep Batch: 520250 Sample Sample Spike MSD MSD %Rec. RPD Analyte Result Qualifier Added Result Qualifier Unit D %Rec Limits RPD Limit Antimony ND F1 50.3 18.5 F1 mg/Kg 37 75-125 4 20 Arsenic 6.5 50.3 50.2 mg/Kg 87 75.125 3 20 Barium 150 50.3 199 mg/Kg 100 75.125 1 20 Beryllium 0.77 50.3 46.8 mg/Kg 92 75.125 1 20 Cadmium 0.67 50.3 46.4 mg/Kg 91 75-125 2 20 Chromium 27 50.3 72.6 mg/Kg 91 75-125 1 20 Cobalt 11 50.3 57.6 mg/Kg 92 75-125 1 20 Copper 27 50.3 77.0 mg/Kg 99 75-125 1 20 TestAmerica Irvine Page 23 of 33 1/6/2019 QC Sample Results Client:Aesco Inc TestAmerica Job ID: 440-228561-1 Project/Site: Saybrook SDG: 20181555 Method: 6010B - Metals (ICP) (Continued) Lab Sample ID:440-228776-A-1-C MSD"5 Client Sample ID: Matrix Spike Duplicate Matrix: Solid Prep Type: Total/NA Analysis Batch: 520652 Prep Batch: 520250 Sample Sample Spike MSD MSD %Rec. RPD Analyte Result Qualifier Added Result Qualifier Unit D %Rec Limits RPD Limit Lead 72 50.3 116 mg/Kg 88 75-125 4 20 Molybdenum 1.1 1 50.3 46.7 mg/Kg 91 75-125 1 20 Nickel 16 50.3 64.2 mg/Kg 96 75-125 1 20 Selenium ND 50.3 41.9 mg/Kg 83 75-125 4 20 Silver ND 25.1 23.3 mg/Kg 93 75-125 2 20 Thallium ND 50.3 43.9 mg/Kg 87 75-125 2 20 Vanadium 52 50.3 100 mg/Kg 97 75-125 0 20 Zinc 130 50.3 182 mg/Kg 98 75-125 2 20 rLab Sample ID: MB 440-520316/1-A "5 Client Sample ID: Method Blank Matrix: Solid Prep Type: Total/NA Analysis Batch: 520598 Prep Batch: 520316 MB MB Analyte Result Qualifier RL MDL Unit D Prepared Analyzed DO Fac Antimony ND 10 5.0 mg/Kg 01/02/19 08:41 01/03/19 12:08 5 Arsenic ND 3.0 1.5 mg/Kg 01/02/19 08:41 01/03/19 12:08 5 Barium ND 1.5 0.75 mg/Kg 01/02/19 08:41 01/03/19 12:08 5 Beryllium ND 0.50 0.25 mg/Kg 01/02/19 08:41 01/03/19 12:08 5 Cadmium ND 0.50 0.25 mg/Kg 01/02/19 08:41 01/03/19 12:08 5 Chromium ND 1.0 0.50 mg/Kg 01/02/19 08:41 01/03/19 12:08 5 Cobalt ND 1.0 0.50 mg/Kg 01/02/19 08:41 01/03/19 12:08 5 Copper ND 2.0 1.1 mg/Kg 01/02/19 08:41 01/03/19 12:08 5 Lead ND 2.0 1.0 mg/Kg 01/02/19 08:41 01/03/19 12:08 5 Molybdenum ND 2.0 1.0 mg/Kg 01/02/19 08:41 01/03/19 12:08 5 Nickel ND 2.0 1.0 mg/Kg 01/02/19 08:41 01/03/19 12:08 5 Selenium ND 3.0 1.7 mg/Kg 01/02/19 08:41 01/03/19 12:08 5 Silver ND 1.5 0,89 mg/Kg 01/02/19 08:41 01/03/19 12:08 5 Thallium ND 10 5.0 mg/Kg 01/02/19 08:41 01/03/19 12.08 5 Vanadium ND 1.0 0,50 mg/Kg 01/02/19 08:41 01/03/19 12:08 5 Zinc ND 5.0 2.5 mg/Kg 01/02/19 08:41 01/03/19 1208 5 Lab Sample ID: LCS 440-520316/2-A "5 Client Sample ID: Lab Control Sample Matrix: Solid Prep Type: Total/NA Analysis Batch: 520598 Prep Batch: 520316 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits Antimony 49.5 47.6 mg/Kg 96 80-120 Arsenic 49.5 46.5 mg/Kg 94 80-120 Barium 49.5 46.3 mg/Kg 94 80-120 Beryllium 49.5 45.6 mg/Kg 92 80-120 Cadmium 49.5 46.0 mg/Kg 93 80-120 Chromium 49.5 46.9 mg/Kg 95 80-120 Cobalt 49.5 47.1 mg/Kg 95 80.120 Copper 49.5 47.2 mg/Kg 95 80.120 Lead 49.5 46.6 mg/Kg 94 80-120 Molybdenum 49.5 47.1 mg/Kg 95 80-120 Nickel 49.5 46.9 mg/Kg 95 80.120 Selenium 49.5 42.6 mg/Kg 86 80-120 Silver 24.8 23.2 mg/Kg 94 80-120 TestAmerica Irvine Page 24 of 33 1/6/2019 QC Sample Results Client: Aesco Inc TestAmerica Job ID: 440-228561-1 Project/Site: Saybrook SDG: 20181555 Method: 6010B - Metals (ICP) (Continued) Lab Sample ID: LCS 440-520316/2-A^5 Client Sample ID: Lab Control Sample Matrix: Solid Prep Type: Total/NA Analysis Batch: 520598 Prep Batch: 520316 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits Thallium 49.5 45.1 mg/Kg 91 80-120 Vanadium 49.5 46.5 mg/Kg 94 80-120 Zinc 49.5 46.0 mg/Kg 93 80-120 Lab Sample ID:440-228716-A-1-D MS ^5 Client Sample ID: Matrix Spike Matrix: Solid Prep Type: Total/NA Analysis Batch: 520598 Prep Batch: 520316 Sample Sample Spike MS MS %Rec. Analyte Result Qualifier Added Result Qualifier Unit D %Rec Limits Antimony ND F1 50.0 31.3 F1 mg/Kg 63 75-125 Arsenic 2.1 J 50.0 46.5 mg/Kg 89 75-125 Barium 78 50.0 127 mg/Kg 96 75-125 Beryllium ND 50.0 45.5 mg/Kg 91 75-125 Cadmium ND 50.0 44.4 mg/Kg 89 75-125 Chromium 13 50.0 60.5 mg/Kg 94 75-125 Cobalt 6.4 50.0 51.4 mg/Kg 90 75-125 Copper 16 50.0 63.5 mg/Kg 95 75-125 Lead 25 50.0 71.2 mg/Kg 93 75-125 Molybdenum ND 50.0 45.9 mg/Kg 92 75-125 Nickel 7.8 50.0 52.2 mg/Kg 89 75-125 Selenium ND 50.0 41.6 mg/Kg 83 75-125 Silver ND 25.0 22.6 mg/Kg 91 75-125 Thallium ND 50.0 43.1 mg/Kg 86 75-125 Vanadium 37 50.0 87.0 mg/Kg 100 75-125 Zinc 47 50.0 91.7 mg/Kg 90 75-125 Lab Sample ID:440-228716-A-1-E MSD A Client Sample ID: Matrix Spike Duplicate Matrix: Solid Prep Type: Total/NA Analysis Batch: 520598 Prep Batch: 520316 Sample Sample Spike MSD MSD %Rec. RPD Analyte Result Qualifier Added Result Qualifier Unit D %Rec Limits RPD Limit Antimony ND F1 50.0 29.9 F1 mg/Kg 60 75-125 5 20 Arsenic 2.1 J 50.0 46.3 mg/Kg 88 75-125 1 20 Barium 78 5&0 125 mg/Kg 93 75-125 1 20 Beryllium ND 50.0 44.5 mg/Kg 89 75-125 2 20 Cadmium ND 50.0 43.7 mg/Kg 87 75-125 2 20 Chromium 13 50.0 59.4 mg/Kg 92 75-125 2 20 Cobalt 6.4 50.0 50.5 mg/Kg 88 75-125 2 20 Copper 16 50.0 62.0 mg/Kg 92 75-125 2 20 Lead 25 500 67.8 mg/Kg 87 75-125 5 20 Molybdenum ND 50.0 45.0 mg/Kg 90 75-125 2 20 Nickel 7.8 50.0 51.3 mg/Kg 87 75-125 2 20 Selenium ND 50.0 41.2 mg/Kg 82 75-125 1 20 Silver ND 25.0 22.2 mg/Kg 89 75-125 2 20 Thallium ND 50.0 41.9 mg/Kg 84 75-125 3 20 Vanadium 37 50.0 85.0 mg/Kg 96 75-125 2 20 Zinc 47 50.0 89.3 mg/Kg 85 75-125 3 20 TestAmerica Irvine Page 25 of 33 1/6/2019 QC Sample Results Client: Aesco Inc TestAmerica Job ID: 440-228561-1 Project/Site: Saybrook SDG: 20181555 Method: 7471A - Mercury (CVAA) Lab Sample ID: MB 440-52046311-A Client Sample ID: Method Blank Matrix: Solid Prep Type: Total/NA Analysis Batch: 520623 Prep Batch: 520463 MB MB Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Mercury ND 0.020 0.012 mg/Kg 01/02/19 2045 01/03/1 11844 1 Lab Sample ID: LCS 440-52046312-A Client Sample ID: Lab Control Sample Matrix: Solid Prep Type: Total/NA Analysis Batch: 520623 Prep Batch: 520463 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits Mercury 0.800 0.822 mg/Kg 103 80-120 Lab Sample ID: 440-227560-B-4-G MS Client Sample ID: Matrix Spike Matrix: Solid Prep Type: Total/NA Analysis Batch: 520623 Prep Batch: 520463 Sample Sample Spike MS MS %Rec. Analyte Result Qualifier Added Result Qualifier Unit D %Rec Limits Mercury 0.16 0 784 0 816 mg/Kg 84 75-125 Lab Sample ID: 440-227560-B-4-H MSD Client Sample ID: Matrix Spike Duplicate Matrix: Solid Prep Type: Total/NA Analysis Batch: 520623 Prep Batch: 520463 Sample Sample Spike MSD MSD %Rec. RPD Analyte Result Qualifier Added Result Qualifier Unit D %Rec Limits RPD Limit Mercury 0.16 0.800 0.837 mg/Kg 85 75-125 3 20 TestAmerica Irvine Page 26 of 33 1/6/2019 QC Association Summary Client: Aesco Inc TestAmerica Job ID: 440-228561-1 Project/Site: Saybrook SDG: 20181555 GC/MS VOA Analysis Batch: 519756 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 440-228561-1 S-1 Total/NA Solid 8260E 440-228561-2 S-2 Total/NA Solid 8260E 440-228561-3 S-3 Total/NA Solid 8260E MB 44 0-5 1 97 56/4 Method Blank Total/NA Solid 8260E LCS 440-519756/13 Lab Control Sample Total/NA Solid 8260E LCS 440-519756/5 Lab Control Sample Total/NA Solid 8260E 440-228561-2 MS S-2 Total/NA Solid 8260B 440-228561-2 MSD S-2 Total/NA Solid 8260E GC VOA Analysis Batch: 520355 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 440-228561-1 S-1 Total/NA Solid 8015B 440-228561-2 S-2 Total/NA Solid 8015B 440-228561-3 S-3 Total/NA Solid 8015E MB 440-520355/5 Method Blank Total/NA Solid 8015E LCS 440-520355/3 Lab Control Sample Total/NA Solid 8015B LCSD 440-520355/4 Lab Control Sample Dup Total/NA Solid 8015E 440-228561-1 MS S-1 Total/NA Solid 8015B 440-228561-1 MSD S-1 Total/NA Solid 8015E GC Semi VOA Prep Batch: 519430 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 440-228561-2 S-2 Total/NA Solid 3546 440-228561-3 S-3 Total/NA Solid 3546 MB 440-519430/1-A Method Blank Total/NA Solid 3546 LCS 440-519430/2-A Lab Control Sample Total/NA Solid 3546 440-228561-2 MS S-2 Total/NA Solid 3546 440-228561-2 MSD S-2 Total/NA Solid 3546 Analysis Batch: 519499 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 440-228561-2 S-2 Total/NA Solid 8015B 519430 440-228561-3 S-3 Total/NA Solid 8015B 519430 MB 440-519430/1-A Method Blank Total/NA Solid 8015B 519430 LCS 44 0-51 943 0/2-A Lab Control Sample Total/NA Solid 8015B 519430 440-228561-2 MS S-2 Total/NA Solid 8015B 519430 440-228561-2 MSD S-2 Total/NA Solid 8015B 519430 Prep Batch: 519898 FLab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 440-228561-1 S--1 Total/NA Solid 3546 MB 44 0-51 9898/1-A Method Blank Total/NA Solid 3546 LCS 440-519898/2-A Lab Control Sample Total/NA Solid 3546 440-228793-A-7-B MS Matrix Spike Total/NA Solid 3546 440-228793-A-7-C MSD Matrix Spike Duplicate Total/NA Solid 3546 TestAmerica Irvine Page 27 of 33 1/6/2019 QC Association Summary Client: Aesco Inc TestAmerica Job ID:440-228561-1 Project/Site: Saybrook SDG: 20181555 GC Semi VOA (Continued) Analysis Batch: 520042 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 440-228561-1 S-1 Total/NA Solid 8015E 519898 MB 440-519898/1-A Method Blank Total/NA Solid 8015E 519898 LCS 440-519898/2-A Lab Control Sample Total/NA Solid 8015E 519898 440-228793-A-7-B MS Matrix Spike Total/NA Solid 8015E 519898 440-228793-A-7-C MSD Matrix Spike Duplicate Total/NA Solid 8015B 519898 Metals Prep Batch: 520250 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 440-228561-1 S-1 Total/NA Solid 3050B MB 440-520250/1-A A Method Blank Total/NA Solid 3050E LCS 440-520250/2-A A Lab Control Sample Total/NA Solid 3050B 440-228776-A-1-B MS^5 Matrix Spike Total/NA Solid 3050E 440-228776-A-1-C MSD A Matrix Spike Duplicate Total/NA Solid 3050B Prep Batch: 520316 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 440-228561-2 S-2 Total/NA Solid 30506 440-228561-3 S-3 Total/NA Solid 3050E MB 440-520316/1-A A Method Blank Total/NA Solid 3050E LCS 440-520 31 6/2-A^5 Lab Control Sample Total/NA Solid 3050B 440-228716-A-1-D MS^5 Matrix Spike Total/NA Solid 3050B 440-228716-A-1-E MSD A Matrix Spike Duplicate Total/NA Solid 3050E Prep Batch: 520463 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 440-228561-1 S-1 Total/NA Solid 747 1 AA 440-228561-2 S-2 Total/NA Solid 7471A 440-228561-3 S-3 Total/NA Solid 7471A MB 440-520463/1-A Method Blank Total/NA Solid 7471A LCS 440-52046312-A Lab Control Sample Total/NA Solid 7471A 440-227560-B-4-G MS Matrix Spike Total/NA Solid 7471A 440-227560-B-4-H MSD Matrix Spike Duplicate Total/NA Solid 7471A Analysis Batch: 520598 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 440-228561-2 S-2 Total/NA Solid 6010B 520316 440 228561 3 S-3 Total/NA Solid 6010B 520316 MB 440-520316/1-A A Method Blank Total/NA Solid 6010B 520316 LCS 440-520316/2-A^5 Lab Control Sample Total/NA Solid 6010B 520316 440-228716-A-1-D MS^5 Matrix Spike Total/NA Solid 6010E 520316 L440-228716-A-1-E MSD A Matrix Spike Duplicate Total/NA Solid 6010B 520316 Analysis Batch: 520623 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 440-228561-1 S-1 Total/NA Solid 747 1 AA 520463 440-228561-2 S-2 Total/NA Solid 7471A 520463 440-228561-3 S-3 Total/NA Solid 7471A 520463 MB 440-520463/1-A Method Blank Total/NA Solid 7471A 520463 TestAmerica Irvine Page 28 of 33 1/6/2019 QC Association Summary Client: Aesco Inc TestAmerica Job ID: 440-228561-1 Project/Site: Saybrook SDG: 20181555 Metals (Continued) Analysis Batch: 520623(Continued) Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch LCS 440-520463/2-A Lab Control Sample Total/NA Solid 7471A 520463 440-227560-B-4-G MS Matrix Spike Total/NA Solid 7471A 520463 440-227560-B-4-H MSD Matrix Spike Duplicate Total/NA Solid 7471A 520463 Analysis Batch: 520652 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 440-228561-1 S-1 Total/NA Solid 6010E 520250 MB 440-520250/1-A A Method Blank Total/NA Solid 6010E 520250 LCS 440-520250/2-A A Lab Control Sample Total/NA Solid 6010B 520250 440-228776-A-1-B MS^5 Matrix Spike Total/NA Solid 6010B 520250 440-228776-A-1-C MSD A Matrix Spike Duplicate Total/NA Solid 6010B 520250 TestAmerica Irvine Page 29 of 33 1/6/2019 Definitions/Glossary Client: Aesco Inc TestAmerica Job ID: 440-228561-1 Project/Site: Saybrook SDG: 20181555 Qualifiers GC/MS VOA Qualifier Qualifier Description LCS or LCSD is outside acceptance limits. GC Semi VOA Qualifier Qualifier Description B Compound was found in the blank and sample. J Result is less than the RL but greater than or equal to the MDL and the concentration is an approximate value. Metals Qualifier Qualifier Description J Result is less than the RL but greater than or equal to the MDL and the concentration is an approximate value. F1 MS and/or MSD Recovery is outside acceptance limits. Glossary Abbreviation These commonly used abbreviations may or may not be present in this report. Q Listed under the"D"column to designate that the result is reported on a dry weight basis %R Percent Recovery CFL Contains Free Liquid CNF Contains No Free Liquid DER Duplicate Error Ratio(normalized absolute difference) Dil Fac Dilution Factor DL Detection Limit(DoD/DOE) DL, RA,RE,IN Indicates a Dilution, Re-analysis,Re-extraction,or additional Initial metals/anion analysis of the sample DLC Decision Level Concentration(Radiochemistry) EDL Estimated Detection Limit(Dioxin) LOD Limit of Detection(DoD/DOE) LOQ Limit of Quantitation(DoD/DOE) MDA Minimum Detectable Activity(Radiochemistry) MDC Minimum Detectable Concentration(Radiochemistry) MDL Method Detection Limit ML Minimum Level(Dioxin) NC Not Calculated NO Not Detected at the reporting limit(or MDL or EDL if shown) PQL Practical Quantitation Limit QC Quality Control RER Relative Error Ratio(Radiochemistry) RL Reporting Limit or Requested Limit(Radiochemistry) RPD Relative Percent Difference,a measure of the relative difference between two points TEF Toxicity Equivalent Factor(Dioxin) TEQ Toxicity Equivalent Quotient(Dioxin) TestAmerica Irvine Page 30 of 33 1/6/2019 Accreditation/Certification Summary Client: Aesco Inc TestAmerica Job ID: 440-228561-1 Project/Site: Saybrook SDG:20181555 Laboratory: TestAmerica Irvine Unless otherwise noted,all analytes for this laboratory were covered under each accreditation/certification below. Authority Program EPA Region Identification Number Expiration Date California State Program 9 CA ELAP 2706 06-30-19 The following analytes are included in this report,but the laboratory is not certified by the governing authority. This list may include analytes for which the agency does not offer certification. Analysis Method Prep Method Matrix Analyte W15B Solid GRO(C4-C12) 8015B 3546 Solid C13-C22 8015E 3546 Solid C23-C40 8260B Solid m,p-Xylene 8260B Solid Xylenes,Total TestAmerica Irvine Page 31 of 33 1/6/2019 ❑ ❑ U a c 0 0 ° Z Z M U. ❑ ❑ O } } r a V) m N w t �`) t C3 ii c� tiJ O u ° 1 O c fq � Q � Y• Q d U Q t LU Q C w slelaW80109 X X x U (� W O Cl) > m m 391W/X3l8 Hdi SL08 x x d 8 VI Q a J � ar J > W U V o v Noll a o oQIN u' UU —U O o r W c C� o' '0 'o NLL 2 Z O 3dkUAIO f° m m cNv .�.�.� Q Z r 83NIViN0 0 O 2 c LO O m m 3W11 0 o r cc ❑ ❑ p 3ldWVS `2 M � _ Z N '� O O m o 0 0 Z r t7 O 31va N N N w wCV w m _6 3ldWJS rn rn rn F F a�i E t u� v L = O � U V � J O 04 c Of U Q co U m Z c a C3 O m C 3 mm 6 � O Q U US U � $ CiM cu N Il ® 44 m fn Q N . - V 5 0 CO - n r. Z to = dii E W w ca w o UJ O d U c U O O sc Q .0 Q 0 V _ Co .� m . O UN a ° o d 0 E O f O m (9 O C N 00 C M O fn (n (n O 3 e0 > . t-.t; ts>.; .Y a }_ „e= ,... C d m co cli 3 Z d CL FIT, R _ o r Z 2 O O Page 32 of 33 1/6/2019 Login Sample Receipt Checklist Client:Aesco Inc Job Number:440-228561-1 SDG Number: 20181555 Login Number: 228561 List Source:TestAmerica Irvine List Number: 1 Creator: Escalante, Maria I Question Answer Comment Radioactivity wasn't checked or is</=background as measured by a survey True meter. The cooler's custody seal, if present, is intact. N/A Not present Sample custody seals, if present,are intact. N/A Not Present The cooler or samples do not appear to have been compromised or True tampered with. Samples were received on ice. True Cooler Temperature is acceptable. True Cooler Temperature is recorded. True COC is present. True COC is filled out in ink and legible. True COC is filled out with all pertinent information. True Is the Field Sampler's name present on COC? True There are no discrepancies between the containers received and the COC. True Samples are received within Holding Time(excluding tests with immediate True HTs) Sample containers have legible labels. True Containers are not broken or leaking. True Sample collection date/times are provided. True Appropriate sample containers are used. True Sample bottles are completely filled. True Sample Preservation Verified. N/A There is sufficient vol.for all requested analyses, incl. any requested True MS/MSDs Containers requiring zero headspace have no headspace or bubble is True <6mm(1/4"). Multiphasic samples are not present. True Samples do not require splitting or compositing. True Residual Chlorine Checked. N/A TestAmerica Irvine Page 33 of 33 1/6/2019 TestAmenca THE LEADER IN ENVIRONMENTAL TESTING ANALYTICAL REPORT TestAmerica Laboratories, Inc. TestAmerica Irvine 17461 Derian Ave Suite 100 aII Irvine, CA 92614-5817 . Tel, (949)261-1022 TestAmerica Job ID. 440-228880-1 Client Project/Site: Saybrook ,or Aesco Inc - 17782 Georgetown Lane Huntington Beach, California 92647 Attn: Amer Hazboon Authorized for release by: 111512019 12:48:56 PM Danielle Roberts, Senior Project Manager (949)261-1022 danielle.roberts@testamericainc.com ........... LINKS ............ Review your project results through TotdAccem Have a Question? ,-- As k u Th e The test results in this report meet all 2003 NELAC and 2009 TNI requirements for accredited parameters,exceptions are noted in this report. This report may not be reproduced except in full, Expert and with written approval from the laboratory.For questions please contact the Project Manager at the e-mail address or telephone number listed on this page. This report has been electronically signed and authorized by the signatory.Electronic signature is intended to be the legally binding equivalent of a traditionally handwritten signature. Visit us at: wWW L2. tdmfCifiCrCo_n� Results relate only to the items tested and the sample(s)as received by the laboratory. Client:Aesco Inc TestAmerica Job ID:440-228880-1 Project/Site: Saybrook Table of Contents 13 CoverPage . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Table of Contents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Sample Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 Case Narrative . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 Detection Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 Client Sample Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 Surrogate Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 Method Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 Lab Chronicle . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 QC Sample Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 QC Association Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 Definitions/Glossary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 Certification Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 Chain of Custody . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 Receipt Checklists . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17 TestAmerica Irvine Page 2 of 17 1/15/2019 Sample Summary Client:Aesco Inc TestAmerica Job ID: 440-228880-1 Project/Site: Saybrook Lab Sample ID Client Sample ID Matrix Collected Received 440-228880-1 MW-1 Water 12/27/1810:45 12/28/1811:15 TestAmerica Irvine Page 3 of 17 1/15/2019 Case Narrative Client: Aesco Inc TestAmerica Job ID: 440-228880-1 Project/Site: Saybrook Job ID: 440-228880-1 Laboratory:TestAmerica Irvine Narrative Job Narrative 440-228880-1 Comments No additional comments. Receipt The sample was received on 12/28/2018 11:15 AM; the sample arrived in good condition, properly preserved and,where required, on ice. The temperature of the cooler at receipt was 2.90 C. Receipt Exceptions Method(s)8260B: Did not receive preserved voa vials. GC Semi VOA Method(s)801513: Insufficient 8015-DRO sample volume was available to perform a matrix spike/matrix spike duplicate(MS/MSD) associated with batch preparation batch 440-520273 and analytical batch 440-520312. The laboratory control sample(LCS)was performed in duplicate to provide precision data for this batch. Method(s)801513:8015-DRO Hydrocarbon result partly due to individual peak in quantitation range. MW-1 (440-228880-1) No additional analytical or quality issues were noted, other than those described above or in the Definitions/Glossary page. Metals Method(s)60106:The method blank for preparation batch 440-520508 and analytical batch 440-520668 contained Antimony above the method detection limit. This target analyte concentration was less than the reporting limit(RL);therefore, re-extraction and/or re-analysis of samples was not performed. No additional analytical or quality issues were noted, other than those described above or in the Definitions/Glossary page. Organic Prep Method(s)3510C: Insufficient sample volume was available to perform a matrix spike/matrix spike duplicate(MS/MSD)associated with preparation batch 440-520273. 3510-8015 No additional analytical or quality issues were noted, other than those described above or in the Definitions/Glossary page. TestAmerica Irvine Page 4 of 17 1/15/2019 Detection Summary Client: Aesco Inc TestAnnerica Job ID: 440-228880-1 Project/Site, Saybrook Client Sample ID: MW-1 Lab Sample ID: "0-228880-1 Analyte Result Qualifier RL MDL Unit Dil Fac D Method Prep Type C13-C22 0.11 J 0.48 0.095 mg/L 1 8015E Total/NA C23-C40 0.16 J 0.48 0.095 mg/L 1 8015B Total/NA Antimony 0.023 B 0.010 0.0060 mg/L 1 6010B Total Recoverable Barium 0.079 0.010 0,0050 mg/L 1 6010B Total Recoverable Copper 0.011 0.010 0.0050 mg/L 1 6010B Total Recoverable Molybdenum 0.030 0.020 0.010 mg/L 1 6010E Total Recoverable Nickel 0.015 0.010 0.0050 mg/L 1 6010B Total Recoverable Selenium 0.017 0.010 0.0087 mg/L 1 6010E Total Recoverable Vanadium 0.012 0.010 0.0050 mg/L 1 6010B Total Recoverable This Detection Summary does not include radiochemical test results. TestAnnerica Irvine Page 5 of 17 1/15/2019 Client Sample Results Client: Aesco Inc TestAmerica Job ID:440-228880-1 Project/Site: Saybrook Client Sample ID: MW-1 Lab Sample ID: 440-228880-1 Date Collected: 12/27/18 10:45 Matrix: Water Date Received: 12/28/18 11:15 Method:8015B-Diesel Range Organ ics(DRO)/Oil Range Organics(ORO) i Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac C13-C22 0.11 J 0.48 0.095 mg/L 01/02/19 05:49 01/02/19 15.20 1 C23-C40 0.16 J 0.48 0.095 mg/L 01/02/19 05:49 01/02/19 15:20 1 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac n-Octacosane 66 45-120 01/02/19 05:49 01/02119 15:20 1 Method: 6010B-Metals(ICP)-Total Recoverable Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Antimony 0.023 B 0.010 0.0060 mg/L 01/03l19 07:28 01/03/19 19:27 1 Arsenic ND 0.010 0.0089 mg/L 01/03/19 07:28 01/03/19 19:27 1 Barium 0.079 0.010 0.0050 mg/L 01/03/19 07:28 01/03/19 19:27 1 Beryllium ND 0.0020 0.0010 mg/L 01/03/19 07:28 01/03/19 19:27 1 Cadmium ND 0.0050 0.0025 mg/L 01/03/19 07:28 01/03/19 19:27 1 Chromium ND 0.0050 0.0025 mg/L 01/03/19 07:28 01/03/19 19:27 1 Cobalt ND 0.010 0.0050 mg/L 01/03/19 07:28 01/03/19 19:27 1 Copper 0.011 0.010 0.0050 mg/L 01/03/19 07:28 01/03/19 19:27 1 Lead ND 0.0050 0.0038 mg/L 01/03/19 07:28 01/03/19 19:27 1 Molybdenum 0.030 0.020 0.010 mg/L 01/03/19 07:28 01/03/19 19:27 1 Nickel 0.015 0.010 0.0050 mg/L 01/03/19 07:28 01/03/19 19:27 1 Selenium 0.017 0.010 0.0087 mg/L 01/03/19 07:28 01/03/19 19:27 1 Silver ND 0.010 0.0050 mg/L 01/03/19 07:28 01/03/19 19:27 1 Thallium ND 0.010 0.0080 mg/L 01/03/19 07:28 01/03/19 19:27 1 Vanadium 0.012 0.010 0.0050 mg/L 01/03/19 07:28 01/03/19 19:27 1 Zinc ND 0.020 0.012 mg/L 01/03/19 07:28 01/03/19 19:27 1 TestAmerica Irvine Page 6 of 17 1/15/2019 Surrogate Summary Client: Aesco Inc TestAmerica Job ID: 440-228880-1 Project/Site: Saybrook Method: 801513 - Diesel Range Organics(DRO)/Oil Range Organics (ORO) Matrix:Water Prep Type:TotaUNA Percent Surrogate Recovery(Acceptance Limits) OTCN1 Lab Sample ID Client Sample ID (45-120) 440-228880-1 MW-1 66 LCS 440-520273/2-A Lab Control Sample 69 LCSD 440-520273/3-A Lab Control Sample Dup 68 MB 440-520273/1-A Method Blank 71 Surrogate Legend L OTCN=n-Octacosane TestAmerica Irvine Page 7 of 17 1/15/2019 Method Summary Client: Aesco Inc TestAmerica Job ID: 440-228880-1 Project/Site: Saybrook Method Method Description Protocol Laboratory 8015E Diesel Range Organ ics(DRO)/Oil Range Organics(ORO) SW846 TAL IRV 6010E Metals(ICP) SW846 TAL IRV 3005A Preparation,Total Recoverable or Dissolved Metals SW846 TAL IRV 3510C Liquid-Liquid Extraction(Separatory Funnel) SW846 TAL IRV Protocol References: SW846="Test Methods For Evaluating Solid Waste, Physical/Chemical Methods",Third Edition,November 1986 And Its Updates. Laboratory References: TAL IRV=TestAmerica Irvine, 17461 Derian Ave,Suite 100, Irvine,CA 92614-5817,TEL(949)261-1022 TestAmerica Irvine Page 8 of 17 1/15/2019 Lab Chronicle Client: Aesco Inc TestAmerica Job ID: 440-228880-1 Project/Site: Saybrook Client Sample ID: MW-1 Lab Sample ID: 440-228880-1 Date Collected: 12/27/18 10:45 Matrix:Water Date Received: 12/28/18 11:15 Batch Batch Dil Initial Final Batch Prepared Prep Type Type Method Run Factor Amount Amount Number or Analyzed Analyst Lab Total/NA -Prep 3510C 1050 mL 1 mL 520273 01/02/19 05:49 L1 H TAL IRV Total/NA Analysis 8015E 1 520312 01/02/19 15:20 LMB TAL IRV Total Recoverable Prep 3005A 25 mL 25 mL 520508 01/03/19 07:28 KE TAL IRV Total Recoverable Analysis 6010E 1 520668 01/03/1919:27 P1R TAL IRV Laboratory References: TAL IRV=TestAmerica Irvine, 17461 Derian Ave,Suite 100, Irvine,CA 92614-5817,TEL(949)261-1022 TestAmerica Irvine Page 9 of 17 1/15/2019 QC Sample Results Client: Aesco Inc TestAmerica Job ID: 440-228880-1 Project/Site: Saybrook Method: 8115B - Diesel Range Organics(DRO)/Oil Range Organics (ORO) Lab Sample ID: MB 440-52027311-A Client Sample ID: Method Blank Matrix: Water Prep Type: Total/NA Analysis Batch: 520312 Prep Batch: 520273 MB MB Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac C13-C22 ND 0.50 0.10 mg/L 01/02/19 05:49 01/02/19 12:50 1 C23-C40 ND 0.50 0.10 mg/L 01/02/19 05:49 01/02/19 12:50 1 MS MB Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac n-Octacosane 71 45-120 01/0211 005.49 01102119 12:50 1 Lab Sample ID: LCS 440-520273/2-A Client Sample ID: Lab Control Sample Matrix: Water Prep Type:Total/NA m Analysis Batch: 520312 Prep Batch: 520273 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits CIO-C28 1.00 0.658 mg/L 66 40-115 LCS LCS Surrogate %Recovery Qualifier Limits n-Octacosane 69 45-120 Lab Sample ID: LCSD 440-52027313-A Client Sample ID: Lab Control Sample Dup Matrix: Water Prep Type: Total/NA Analysis Batch: 520312 Prep Batch: 520273 Spike LCSD LCSD %Rec. RPD Analyte Added Result Qualifier Unit D %Rec Limits RPD Limit 610-C28 1.00 0.646 mg/L 65 40-115 2 25 LCSD LCSD Surrogate %Recovery Qualifier Limits n-Octacosane 68 45-120 Method: 6010B - Metals (ICP) Lab Sample ID: MB 440-520508/1-A Client Sample ID: Method Blank Matrix: Water Prep Type: Total Recoverable Analysis Batch: 520668 Prep Batch: 520508 MB MB Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Antimony 0.00720 J 0.010 0.0060 mg/L 01/03/19 07:28 01/03/19 19:22 1 Arsenic ND 0.010 0.0089 mg/L 01/03/19 07:28 01/03/19 19:22 1 Barium ND 0.010 0.0050 mg/L 01/03/19 07:28 01/03/19 19:22 1 Beryllium ND 0.0020 0.0010 mg/L 01/03/19 07:28 01/03/19 19:22 1 Cadmium ND 0.0050 0.0025 mg/L 01/03/19 07:28 01/03/19 19:22 1 Chromium ND 0.0050 0.0025 mg/L 01/03/19 07:28 01/03/19 19:22 1 Cobalt ND 0.010 0.0050 mg/L 01/03/19 07:28 01/03/19 19:22 1 Copper ND 0.010 0.0050 mg/L 01/03/19 07:28 01/03/19 19:22 1 Lead ND 0.0050 0.0038 mg/L 01/03/19 07:28 01/03/19 19:22 1 Molybdenum ND 0.020 0.010 mg/L 01/03/19 07:28 01/03/19 19:22 1 Nickel ND 0.010 0.0050 mg/L 01/03/19 07:28 01/03/19 19:22 1 Selenium ND 0.010 0.0087 mg/L 01/03/19 07:28 01/03/19 19:22 1 Silver ND 0.010 0.0050 mg/L 01/03/19 07:28 01/03/19 19:22 1 Thallium ND 0.010 0.0080 mg/L 01103/1907:28 01/03/19 19:22 1 TestAmerica Irvine Page 10 of 17 1/15/2019 QC Sample Results Client: Aesco Inc TestAmerica Job ID: 440-228880-1 Project/Site: Saybrook Method: 6010B - Metals (ICP) (Continued) Lab Sample ID: MB 440-520508/1-A Client Sample ID: Method Blank Matrix: Water Prep Type: Total Recoverable Analysis Batch: 520668 Prep Batch: 520508 MB MB Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Vanadium ND 0.010 0.0050 mg/L 01/03/19 07:28 01/03/19 19:22 1 Zinc ND 0.020 0.012 mg/L 01/03/19 07:28 01/03/19 19:22 1 Lab Sample ID: LCS 440-520508/2-A Client Sample ID: Lab Control Sample Matrix: Water Prep Type: Total Recoverable Analysis Batch: 520668 Prep Batch: 520508 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits Antimony 1.00 1.01 mg/L 101 80.120 Arsenic 1.00 0.954 mg/L 95 80-120 Barium 1.00 0.941 mg/L 94 80-120 Beryllium 1.00 0.967 mg/L 97 80-120 Cadmium 1.00 0.948 mg/L 95 80-120 Chromium 1.00 0.958 mg/L 96 80-120 Cobalt 1.00 0.958 mg/L 96 80.120 Copper 1.00 0.991 mg/L 99 80-120 Lead 1.00 0.949 mg/L 95 80-120 Molybdenum 1.00 0.963 mg/L 96 80.120 Nickel 1.00 0.958 mg/L 96 80.120 Selenium 1.00 0.936 mg/L 94 80.120 Silver 0.500 0.489 mg/L 98 80-120 Thallium 1.00 0.950 mg/L 95 80-120 Vanadium 1.00 0.961 mg/L 96 80-120 Zinc 1.00 0.938 mg/L 94 80.120 Lab Sample ID: 440-228880-1 MS Client Sample ID: MW-1 Matrix: Water Prep Type: Total Recoverable Analysis Batch: 520668 Prep Batch: 520508 Sample Sample Spike MS MS %Rec. Analyte Result Qualifier Added Result Qualifier Unit D %Rec Limits Antimony 0.023 B 1.00 1.06 mg/L 104 75-125 Arsenic ND 1.00 0.983 mg/L 98 75.125 Barium 0.079 1.00 0.967 mg/L 89 75-125 Beryllium ND 1.00 0.976 mg/L 98 75.125 Cadmium ND 1.00 0.847 mg/L 85 75-125 Chromium ND 1.00 0.913 mg/L 91 75-125 Cobalt ND 1.00 0.898 mg/L 90 75-125 Copper 0.011 1.00 1.16 mg/L 115 75-125 Lead ND 1.00 0.890 mg/L 89 75-125 Molybdenum 0.030 1.00 0.974 mg/L 94 75.125 Nickel 0 015 1.00 0.903 mg/L 89 75-125 Selenium 0.017 1.00 0.927 mg/L 91 75-125 Silver ND 0.500 0.538 mg/L 108 75-125 Thallium ND 1.00 0.899 mg/L 90 75-125 Vanadium 0.012 1.00 0.973 mg/L 96 75-125 Zinc ND 1.00 0.830 mg/L 83 75-125 TestAmerica Irvine Page 11 of 17 1/15/2019 QC Sample Results Client: Aesco Inc TestAmerica Job ID: 440-228880-1 Project/Site: Saybrook Method: 6010E - Metals (ICP) (Continued) Lab Sample ID: 440-228880-1 MSD Client Sample ID: MW-1 Matrix: Water Prep Type: Total Recoverable Analysis Batch: 520668 Prep Batch: 520508 Sample Sample Spike MSD MSD %Rec. RPD Analyte Result Qualifier Added Result Qualifier Unit D %Rec Limits RPD Limit Antimony 0.023 B 1.00 1.07 mg/L 104 75- 225 0 20 Arsenic ND 1.00 0.990 mg/L 99 75-125 1 20 Barium 0.079 1.00 0.970 mg/L 89 75-125 0 20 Beryllium ND 1.00 0.989 mg/L 99 75-125 1 20 Cadmium ND 1.00 0.854 mg/L 85 75-125 1 20 Chromium ND 1.00 0.917 mg/L 92 75-125 1 20 Cobalt ND 1.00 0.907 mg/L 91 75-125 1 20 Copper 0.011 1.00 1.17 mg/L 116 75-125 1 20 Lead ND 1.00 0.897 mg/L 90 75-125 1 20 Molybdenum 0.030 1.00 0.984 mg/L 95 75-125 1 20 Nickel 0.015 1.00 0.911 mg/L 90 75-125 1 20 Selenium 0 017 1.00 0.934 mg/L 92 75-125 1 20 Silver ND 0.500 0.544 mg/L 109 75-125 1 20 Thallium ND 1.00 0.908 mg/L 91 75-125 1 20 Vanadium 0.012 1.00 0.980 mg/L 97 75-125 1 20 Zinc ND 1.00 0.836 mg/L 84 75-125 1 20 TestAmerica Irvine Page 12 of 17 1/15/2019 QC Association Summary Client: Aesco Inc TestAmerica Job ID: 440-228880-1 Project/Site: Saybrook GC Semi VOA Prep Batch: 520273 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 440-228880-1 MW-1 Total/NA Water 3510C MB 440-520273/1-A Method Blank Total/NA Water 3510C LCS 440-520273/2-A Lab Control Sample Total/NA Water 3510C LCSD 440-520273/3-A Lab Control Sample Dup Total/NA Water 3510C Analysis Batch: 520312 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 440-228880-1 MW-1 Total/NA Water 8015E 520273 MB 440-520273/1-A Method Blank Total/NA Water 8015B 520273 LCS 440-520273/2-A Lab Control Sample Total/NA Water 8015E 520273 LCSD 440-520273/3-A Lab Control Sample Dup Total/NA Water 8015B 520273 Metals Prep Batch: 520508 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 440-228880-1 MW-1 Total Recoverable Water 3005A MB 440-520508/1-A Method Blank Total Recoverable Water 3005A LCS 440-520508/2-A Lab Control Sample Total Recoverable Water 3005A 440-228880-1 MS MW-1 Total Recoverable Water 3005A 440-228880-1 MSD MW-1 Total Recoverable Water 3005A Analysis Batch: 520668 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 440-228880-1 VW-1 Total Recoverable Water 6010E 520508 MB 440-520508/1-A Method Blank Total Recoverable Water 60106 520508 LCS 440-520508/2-A Lab Control Sample Total Recoverable Water 6010E 520508 440-228880-1 MS MW-1 Total Recoverable Water 6010B 520508 440-228880-1 MSD MW-1 Total Recoverable Water 6010B 520508 TestAmerica Irvine Page 13 of 17 1/15/2019 Definitions/Glossary Client: Aesco Inc TestAmerica Job ID: 440-228880-1 Project/Site: Saybrook Qualifiers GC Semi VOA Qualifier Qualifier Description J Result is less than the RL but greater than or equal to the MDL and the concentration is an approximate value. Metals Qualifier Qualifier Description B Compound was found in the blank and sample. J Result is less than the RL but greater than or equal to the MDL and the concentration is an approximate value. Glossary Abbreviation These commonly used abbreviations may or may not be present in this report. II Listed under the"Y column to designate that the result is reported on a dry weight basis %R Percent Recovery CFL Contains Free Liquid CNF Contains No Free Liquid DER Duplicate Error Ratio(normalized absolute difference) Dil Fac Dilution Factor DL Detection Limit(DoD/DOE) DL,RA,RE, IN Indicates a Dilution, Re-analysis,Re-extraction,or additional Initial metals/anion analysis of the sample DLC Decision Level Concentration(Radiochemistry) EDL Estimated Detection Limit(Dioxin) LOD Limit of Detection(DoD/DOE) LOQ Limit of Quantitation(DoD/DOE) MDA Minimum Detectable Activity(Radiochemistry) MDC Minimum Detectable Concentration(Radiochemistry) MDL Method Detection Limit ML Minimum Level(Dioxin) NC Not Calculated ND Not Detected at the reporting limit(or MDL or EDL if shown) PQL Practical Quantitation Limit QC Quality Control RER Relative Error Ratio(Radiochemistry) RL Reporting Limit or Requested Limit(Radiochemistry) RPD Relative Percent Difference,a measure of the relative difference between two points TEF Toxicity Equivalent Factor(Dioxin) TEQ Toxicity Equivalent Quotient(Dioxin) TestAmerica Irvine Page 14 of 17 1/15/2019 Accreditation/Certification Summary Client: Aesco Inc TestAmerica Job ID: 440-228880-1 Project/Site: Saybrook Laboratory: TestAmerica Irvine Unless otherwise noted,all analytes for this laboratory were covered under each accreditationlcertification below Authority Program EPA Region Identification Number Expiration Date California State Program 9 CA ELAP 2706 06-30-19 The following analytes are included in this report,but the laboratory is not certified by the governing authority. This list may include analytes for which the agency does not offer certification. Analysis Method Prep Method Matrix Analyte 8015E 3510C Water C13-C22 8015B 3510C Water C23-C40 TestAmerica Irvine Page 15 of 17 1/15/2019 ❑ ❑ U a w � z z ❑ ❑ c `� 0 C� a N v —�' a �' � O � N p sle3aW L"OOZ x >- LU LU Hdl 09Z8 Vd3 x U o ❑ ❑ ❑ ❑ `` M Q CR �j j 0 n 381W+X318 8M8 x b m p p J w w a) NO LL €1 _o r O cu _m b/�2l3S323d ] c T c ❑ ❑ J U U� O S o Z ❑ LO 3 XRl1diW N U r- Q � O _ (�0 ERR m} Z c U 2 o 3 3 N O CO 3dA-UkLO 0 z Lj O c 83NIVINCOO m N} p 2 m w co 3MI Q ❑ ❑ N 2 3ldN S _ 0 z j g 7 , m p O CCV w w PA w d~ � �' 31H0 Z f £ f N v E L m 2 _� 3ldWHS a D fm N O � r r r r r a. o o c O � U -c L V O u V to J O J Q � m Z 3to O `m O mmM c �„ vCpMr> O Q O o c U U C1 o M M N LL a 04 t �. U ro n ^ Z Z U = a w E W ma W. w o LLJ m E J a m U c�v O a 0 E U Y n N co fV2 m 2 cOc9 O OU k N cz Q a� y J Uc co a 4 O Q ?: � U V @ p p m C m J om O i ; O M (4 (p O LO O (6 U' O ^ + r Y m 6) Ln `O d N M _ O 2 a r so a c aM10 c s c a m n�i to Q Q 2 ca Q fl k O > r r O o m o Z m m m 0 0 o d F'-• ad Q Page 16 of 17 1/15/2019 Login Sample Receipt Checklist Client:Aesco Inc Job Number:440-228880-1 Login Number: 228880 List Source:TestAmerica Irvine List Number: 1 Creator:Escalante,Maria I Question Answer Comment Radioactivity wasn't checked or is</=background as measured by a survey True meter. The cooler's custody seal, if present, is intact. N/A Not present Sample custody seals, if present, are intact. N/A Not Present The cooler or samples do not appear to have been compromised or True tampered with. Samples were received on ice. True Cooler Temperature is acceptable. True Cooler Temperature is recorded. True COC is present. True COC is filled out in ink and legible. True COC is filled out with all pertinent information. True Is the Field Sampler's name present on COC? True There are no discrepancies between the containers received and the COC. True Samples are received within Holding Time(excluding tests with immediate True HTs) Sample containers have legible labels. True Containers are not broken or leaking. True Sample collection date/times are provided. True Appropriate sample containers are used. False Did not receive all required containers. Sample bottles are completely filled. True Sample Preservation Verified. N/A There is sufficient vol.for all requested analyses, incl.any requested True MS/MSDs Containers requiring zero headspace have no headspace or bubble is True <6mm(1/4"). Multiphasic samples are not present. True Samples do not require splitting or compositing. True Residual Chlorine Checked. N/A TestAmerica Irvine Page 17 of 17 1/15/2019 • U TestAmencla THE LEADER IN ENVIRONMENTAL TESTING ANALYTICAL REPORT TestAmerica Laboratories, Inc. TestAmerica Irvine 17461 Derian Ave Suite 100 Irvine, CA 92614-5817 Tel: (949)261-1022 TestAmerica Job ID, 440-229189-1 TestAmerica Sample Delivery Group: 20181555 Client Project/Site: Saybrook F_r Aesco Inc 17782 Georgetown Lane Huntington Beach, California 92647 Attn: Amer Hazboon Authorized for release by: 111912019 8:23:11 AM Danielle Roberts, Senior Project Manager (949)261-1022 danielle.roberts@testamericainc.com .............. LINKS ............ Review your project results through TOtd AcCEn Have a Question? "�Ask The The test results in this report meet all 2003 NELAC and 2009 TNI requirements for accredited parameters,exceptions are noted in this report. This report may not be reproduced except in full, Ex ert and with written approval from the laboratory.For questions please contact the Project Manager at the e-mail address or telephone number listed on this page. This report has been electronically signed and authorized by the signatory. Electronic signature is Visit us at: intended to be the legally binding equivalent of a traditionally handwritten signature. www.testarnericain�C_Q Results relate only to the items tested and the sample(s)as received by the laboratory. Client:Aesco Inc TestAmerica Job ID:440-229189-1 Project/Site:Saybrook SDG:20181555 Table of Contents Cover Page . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Table of Contents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Sample Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 Case Narrative . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 Detection Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 Client Sample Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 Surrogate Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 Method Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 Lab Chronicle . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 QC Sample Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 QC Association Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19 Definitions/Glossary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 Certification Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21 Chain of Custody . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22 Receipt Checklists . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23 TestAmerica Irvine Page 2 of 23 1/19/2019 Sample Summary Client:Aesco Inc TestAmerica Job ID:440-229189-1 Project/Site: Saybrook SDG: 20181555 Lab Sample ID Client Sample ID Matrix Collected Received 440-229189-1 MW-1 Water 01/04/1915:37 01/04/1918:05 TestAmerica Irvine Page 3 of 23 1/19/2019 Case Narrative Client: Aesco Inc TestAmerica Job ID: 440-229189-1 Project/Site: Saybrook SDG: 20181555 Job ID: 440-229189-1 Laboratory:TestAmerica Irvine Narrative Job Narrative 440-229189-1 Comments No additional comments. Receipt The samples were received on 1/4/2019 6:05 PM; the samples arrived in good condition, properly preserved and,where required,on ice. The temperature of the cooler at receipt was 5.60 C. GC/MS VOA Method(s)826OB: Please note that Methylene chloride is a common laboratory solvent and low level detections in samples may be due to laboratory exposure. Method(s)8260B:The continuing calibration verification(CCV)associated with batch 440-523229 recovered above the upper control limit for 1,1-Dichloroethene, Ethylbenzene, n-Butylbenzene and Vinyl chloride. The samples associated with this CCV were non-detects for the affected analytes;therefore,the data have been reported. The following samples are impacted: MW-1 (440-229189-1)and(CCVIS 440-523229/2). Method(s)8260B:The following volatile sample was received and analyzed with significant headspace in the sample container(s): MW-1 (440-229189-1). Significant headspace is defined as a bubble greater than 6 mm in diameter. All VOA vials had headspace. Method(s)8260B:The method blank for analytical batch 440-523229 contained Chloroform and Methylene Chloride above the method detection limit. This target analyte concentration was less than the reporting limit(RL);therefore, re-extraction and/or re-analysis of samples was not performed. Method(s)8260E/CA_LUFTMS: The following volatile sample was received and analyzed with significant headspace in the sample container(s): MW-1 (440-229189-1). Significant headspace is defined as a bubble greater than 6 mm in diameter. All VOA vials had headspace. No additional analytical or quality issues were noted,other than those described above or in the Definitions/Glossary page. VOA Prep No analytical or quality issues were noted, other than those described in the Definitions/Glossary page. TestAmerica Irvine Page 4 of 23 1/19/2019 Detection Summary Client: Aesco Inc TestAmerica Job ID: 440-229189-1 Project/Site: Saybrook SDG: 20181555 Client Sample ID: MW-1 Lab Sample ID: 440-229189-1 No Detections. This Detection Summary does not include radiochemical test results. TestAmerica Irvine Page 5 of 23 1/19/2019 Client Sample Results Client:Aesco Inc TestAmerica Job ID: 440-229189-1 Project/Site: Saybrook SDG:20181555 Client Sample ID: MW-1 Lab Sample ID: 440-229189-1 Date Collected: 01/04/19 15:37 Matrix:Water Date Received: 01/04/19 18:06 Method: 8260B/CA_LUFTMS -Volatile Organic Compounds by GC/MS Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Volatile Fuel Hydrocarbons(C4-C12) ND 50 35 ug/L 01/18/19 01:07 1 Q Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac • Dibromofluoromethane(Sun) 106 76-132 01118119 0107 1 4-Bromotluorobenzene(Surf) 97 80-120 01/18/19 01:07 1 Toluene-d8(Surf) 96 80-128 01/1a/19 01:07 1 Method: 8260E-Volatile Organic Compounds(GC/MS) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac 1,1,1,2-Tetrachloroethane ND 5.0 0.25 ug/L 01/18/19 01:07 1 1,1,1-Trichloroethane ND 2.0 0.25 ug/L 01/18/19 01:07 1 1,1,2,2-Tetrachloroethane ND 2.0 0,25 ug/L 01/11/19 01:07 1 1,1,2-Trichloroethane ND 2.0 0.25 ug/L 01/18/19 01:07 1 1,1-Dichloroethane ND 2.0 0.25 ug/L 01/18/19 01:07 1 1,1-Dichloroethene ND 5.0 0.25 ug/L 01/18/19 01:07 1 1,1-Dichloropropene ND 2.0 0.25 ug/L 01/18/19 01:07 1 1,2,3-Trichlorobenzene ND 5.0 0.40 ug/L 01/18/19 01:07 1 1,2,3-Trichloropropane ND 10 0.25 ug/L 01/18/19 01:07 1 1,2,4-Trichlorobenzene ND 5.0 0.40 ug/L 01/18/19 01:07 1 1,2,4-Trimethylbenzene ND 2.0 0.25 ug/L 01118/1901:07 1 1,2-Dibromo-3-Chloropropane ND 5.0 0.50 ug/L 01118/1901:07 1 1,2-Dibromoethane(EDB) ND 2.0 0.25 ug/L 01/18/19 01:07 1 1,2-Dichlorobenzene ND 2.0 0.25 ug/L 01/18/19 01:07 1 1,2-Dichloroethane ND 2.0 0.25 ug/L 01/18/19 01:07 1 1,2-Dichloropropane ND 2.0 0.25 ug/L 01/18/19 01:07 1 1,3,5-Tri methyl benzene ND 2.0 0.25 ug/L 01/18/19 01:07 1 1,3-Dichlorobenzene ND 2.0 0.25 ug/L 01/18/19 01:07 1 1,3-Dichloropropane ND 2.0 0.25 ug/L 01/18/19 01:07 1 1,4-Dichlorobenzene ND 2.0 0.25 ug/L 01/18/19 01:07 1 2,2-Dichloropropane ND 2.0 0.40 ug/L 01/18/19 01:07 1 2-Chlorotoluene ND 5.0 0.25 ug/L 01/18/19 01:07 1 4-Chlorotoluene ND 5.0 0.25 ug/L 01/18/19 01:07 1 Benzene ND 2.0 0.25 ug/L 01/18/19 01:07 1 Bromobenzene ND 5.0 0.25 ug/L 01/18/19 01:07 1 Bromochloromethane ND 5.0 0.25 ug/L 01/18/19 01:07 1 Bromodichloromethane ND 2.0 0.25 ug/L 01/18/19 01:07 1 Bromoform ND 5.0 0.40 ug/L 01/18/19 01:07 1 Bromomethane ND 5.0 0.25 ug/L 01/18/19 01:07 1 Carbon tetrachloride ND 5.0 0.25 ug/L 01/18/19 01:07 1 Chlorobenzene ND 2.0 0.25 ug/L 01/18/19 01:07 1 Chloroethane ND 5.0 0.40 ug/L 01/18/19 01:07 1 Chloroform ND 2.0 0.25 ug/L 01/18/19 01:07 1 Chloromethane ND 5.0 0.25 ug/L 01/18/19 01:07 1 cis-1,2-Dichlorcethene ND 2.0 0.25 ug/L 01/18/19 01:07 1 cis-1.3-Dichloropropene ND 2.0 0.25 ug/L 01/1 811 9 01:07 1 Dibromochloromethane ND 2.0 0.25 ug/L 01/18/19 01:07 1 Dibromomethane ND 2.0 0.25 ug/L 01/18/19 01:07 1 Dichlorodifluoromethane ND 5.0 0.25 ug/L 01/18/19 01:07 1 Ethanol ND 150 75 ug/L 01/1 811 9 01:07 1 Ethylbenzene ND 2.0 0.25 ug/L 0111 8/1 9 01:07 1 TestAmerica Irvine Page 6 of 23 1/19/2019 Client Sample Results Client: Aesco Inc TestAmerica Job ID: 440-229189-1 Project/Site: Saybrook SDG: 20181555 Client Sample ID: MW-1 Lab Sample ID: "0-229189-1 Date Collected: 01/04119 15:37 Matrix:Water Date Received: 01/04/19 18:05 Method: 8260B -Volatile Organic Compounds(GC/MS) (Continued) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dill Fac Ethyl-t-butyl ether(ETBE) ND 5.0 0.25 ug/L - 1/18/1 001:07 1 Hexachlorobutadiene ND 5.0 0.25 ug/L 01/18/19 01:07 1 Isopropyl Ether(DIPE) ND 5.0 0.25 ug/L 01/18/19 01:07 1 IsopropyIbenzene ND 2.0 0.25 ug/L 01/18/19 01:07 1 m,p-Xylene ND 2.0 0.50 ug/L 01/18/19 01:07 1 Methylene Chloride ND 5.0 1.1 ug/L 01/18/19 01:07 1 Methyl-t-Butyl Ether(MTBE) ND 1.0 0,25 ug/L 01/18/19 01:07 1 Naphthalene ND 5.0 0.40 ug/L 01/18/19 01:07 1 n-Butylbenzene ND 5.0 0.40 ug/L 01/18/19 01:07 1 N-Propylbenzene ND 2.0 0.25 ug/L 01/18/19 01:07 1 o-Xylene ND 2.0 0.25 ug/L 01/18/19 01:07 1 p-Isopropyltoluene ND 2.0 0.25 ug/L 01/18/19 01:07 1 sec-Butylbenzene ND 5.0 0.25 ug/L 01/18/19 01:07 1 Styrene ND 2.0 0.25 ug/L 01/18/19 01:07 1 Tert-amyl-methyl ether(TAME) ND 5.0 0.25 ug/L 01/18/19 01:07 1 tert-Butyl alcohol(TBA) ND 10 5.0 ug/L 01/18/19 01:07 1 tert-Butyl benzene ND 5.0 0.25 ug/L 01/18/19 01:07 1 Tetrachloroethene ND 2.0 0.25 ug/L 01/18/19 01:07 1 Toluene ND 2.0 0.25 ug/L 01/18/19 01:07 1 trans-1,2-Dichloroethene ND 2.0 0.25 ug/L 01/18/19 01:07 1 trans-1,3-Dichloropropene ND 2.0 0.25 ug/L 01/18/19 01:07 1 Trichloroethene ND 2.0 0.25 ug/L 01/18/19 01:07 1 TrichIorofluoromethane ND 5.0 0.25 ug/L 01/18/19 01:07 1 Vinyl chloride ND 5.0 0.25 ug/L 01/18/19 01:07 1 Xylenes,Total ND 2.0 0.25 ug/L 01/18/19 01:07 1 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac 4-Bromofluorobenzene(Surr) 97 80-120 01/18/19 01:07 1 Dibromofluoromethane(Surr) 106 76-132 01118119 01.07 1 Toluene-d8(Surr) 96 80-128 01118119 01:07 1 TestAmerica Irvine Page 7 of 23 1/19/2019 Surrogate Summary Client: Aesco Inc TestAmerica Job ID: 440-229189-1 Project/Site: Saybrook SDG: 20181555 Method: 8260B -Volatile Organic Compounds (GC/MS) Matrix:Water Prep Type:Total/NA Percent Surrogate Recovery(Acceptance Limits) BFB DBFM TOL Lab Sample ID Client Sample ID (80-120) (76-132) (80-128) 440-229189-1 MW-1 97 106 96 440-229679-A-3 MS Matrix Spike 99 101 97 440-229679-A-3 MSD Matrix Spike Duplicate 100 99 99 LCS 440-523229/5 Lab Control Sample 101 98 97 MB 440-523229/4 Method Blank 98 102 100 Surrogate Legend BFB=4-Bromofluorobenzene(Surr) DBFM=Dibromofluoromethane(Surr) TOL=Toluene-d8(Surr) Method: 8260BICA_LUFTMS -Volatile Organic Compounds by GC/MS Matrix:Water Prep Type:TotaUNA Percent Surrogate Recovery(Acceptance Limits) DBFM BFB TOL Lab Sample ID Client Sample ID (76-132) (80-120) (80-128) 440-229189-1 MW-1 106 97 96 440-229679-A-3 MS Matrix Spike 101 99 97 440-229679-A-3 MSD Matrix Spike Duplicate 99 100 99 LCS 440-523230/6 Lab Control Sample 96 101 100 MB 440-523230/4 Method Blank 102 98 100 Surrogate Legend DBFM=Dibromofluoromethane(Surr) BFB=4-Bromofluorobenzene(Surr) L TOL=Toluene-d8(Surr) TestAnnerica Irvine Page 8 of 23 1/19/2019 Method Summary Client: Aesco Inc TestAmerica Job ID: 440-229189-1 Project/Site: Saybrook SDG: 20181555 Method Method Description Protocol Laboratory 8260B Volatile Organic Compounds(GC/MS) SW846 TAL IRV 8260E/CA_LUFTv Volatile Organic Compounds by GC/MS SW846 TAL IRV S 5030B Purge and Trap SW846 TAL IRV Protocol References: SW846="Test Methods For Evaluating Solid Waste, Physical/Chemical Methods",Third Edition, November 1986 And Its Updates. Laboratory References: TAL IRV=TestAmerica Irvine, 17461 Derian Ave,Suite 100, Irvine,CA 92614-5817,TEL(949)261-1022 TestAmerica Irvine Page 9 of 23 1/19/2019 Lab Chronicle Client: Aesco Inc TestAmerica Job ID: 440-229189-1 Project/Site: Saybrook SDG: 20181555 Client Sample ID: MW-1 Lab Sample ID: 440-229189-1 Date Collected: 01/04/19 15:37 Matrix: Water Date Received:01/04/19 18:05 F Batch Batch Dil Initial Final Batch Prepared Prep Type Type Method Run Factor Amount Amount Number or Analyzed Analyst Lab Total/NA Analysis 8260E 1 10 mL 10 mL 523229 01/18/19 01:07 OH1 TAL IRV Total/NA Analysis 8260E/CA LUFTN 1 10 mL 10 mL 523230 01/18/19 01:07 OH1 TAL IRV S Laboratory References: TAL IRV=TestAmerica Irvine, 17461 Derian Ave,Suite 100, Irvine,CA 92614-5817,TEL(949)261-1022 TestAmerica Irvine Page 10 of 23 1/19/2019 QC Sample Results Client:Aesco Inc TestAmerica Job ID:440-229189-1 Project/Site: Saybrook SDG:20181555 Method: 8260B -Volatile Organic Compounds (GC/MS) ,FLab Sample ID: MB 440-523229/4 Client Sample ID: Method Blank Matrix:Water Prep Type: Total/NA Analysis Batch: 523229 MB MB Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac 1,1,1,2-Tetrachloroethane ND 5.0 0.25 ug/L 01/17/19 18:46 1 1,1,1-Trichloroethane ND 2.0 0.25 ug/L 01/17/19 18:46 1 1,1,2,2-Tetrachloroethane ND 2.0 0.25 ug/L 01/17/19 18:46 1 1,1,2-Trichloroethane ND 2.0 0.25 ug/L 01/17/19 18:46 1 1,1-Dichloroethane ND 2.0 0.25 ug/L 01/1711918:46 1 1,1-Dichloroethene ND 5.0 0.25 ug/L 01/17/19 18:46 1 1,1-Dichloropropene ND 2.0 0.25 ug/L 01/17/19 18:46 1 1,2,3-Trichlorobenzene ND 5.0 0.40 ug/L 01117/1 9 18:46 1 1,2,3-Tdchloropropane ND 10 0.25 ug/L 01/17/19 18:46 1 1,2,4-Trichlorobenzene ND 5.0 0.40 ug/L 01/17/19 18:46 1 1,2,4-Trimethylbenzene ND 2.0 0.25 ug/L 01/17/19 18:46 1 1,2-Dibromo-3-Chloropropane ND 5.0 0.50 ug/L 01/17/19 18:46 1 1,2-Dibromoethane(EDB) ND 2.0 0.25 ug/L 01/17/19 18:46 1 1,2-Dichlorobenzene ND 2.0 0.25 ug/L 01/17/19 18:46 1 1,2-Dichloroethane ND 2.0 0.25 ug/L 01/17/19 18:46 1 1,2-Dichloropropane ND 2.0 0.25 ug/L 01/17/19 18:46 1 1,3,5-Trimethylbenzene ND 2.0 0.25 ug/L 01/17/19 18:46 1 1,3-Dichlorobenzene ND 2.0 0.25 ug/L 01/17/19 18:46 1 1,3-Dichloropropane ND 2.0 0.25 ug/L 01/17/19 18:46 1 1,4-Dichlorobenzene ND 2.0 0.25 ug/L 01/17/19 18:46 1 2,2-Dichloropropane ND 2.0 0.40 ug/L 01/1711918:46 1 2-Chlorotoluene ND 5.0 0.25 ug/L 01/17/19 18:46 1 4-Chlorotoluene ND 5.0 0.25 ug/L 01/17/19 18:46 1 Benzene ND 2.0 0.25 ug/L 01/17/19 18:46 1 Bromobenzene ND 5.0 0.25 ug/L 01/17/19 18:46 1 Bromochloromethane ND 5.0 0.25 ug/L 01/17/19 18:46 1 Bromodichloromethane ND 2.0 0.25 ug/L 01/17/19 18:46 1 Bromoform ND 5.0 0.40 ug/L 01/17/19 18:46 1 Bromomethane ND 5.0 0.25 ug/L 01/17/19 18:46 1 Carbon tetrachloride ND 5.0 0.25 ug/L 01/17/19 18:46 1 Chlorobenzene ND 2.0 0.25 ug/L 01/17/19 18:46 1 Chloroethane ND 5.0 0.40 ug/L 01/17/19 18:46 1 Chloroform 0.270 J 2.0 0.25 ug/L 01/17/19 18:46 1 Chloromethane ND 5.0 0.25 ug/L 01/17/19 18:46 1 cis-1,2-Dichloroethene ND 2.0 0.25 ug/L 01/17/19 18:46 1 cis-1,3-Dichloropropene ND 2.0 0.25 ug/L 01/17/19 18:46 1 Dibromochloromethane ND 2.0 0.25 ug/L 01/17/19 18:46 1 Dibromomethane ND 2.0 0.25 ug/L 01/17/19 18:46 1 Dichlorodifluoromethane ND 5.0 0.25 ug/L 01/1711918:46 1 Ethanol ND 150 75 ug/L 01/17/19 18:46 1 Ethylbenzene ND 2.0 0.25 ug/L 01/17/19 18:46 1 Ethyl-t-butyl ether(ETBE) ND 5.0 0.25 ug/L 01/17/19 18:46 1 Hexachlorobutadiene ND 5.0 0.25 ug/L 01/17/19 18:46 1 Isopropyl Ether(DIPE) ND 5.0 0.25 ug/L 01/17/19 18:46 1 Isopropylbenzene ND 2.0 0.25 ug/L 01/17/19 18:46 1 m,p-Xylene ND 2.0 0.50 ug/L 01/17/19 18:46 1 Methylene Chloride 1.80 J 5.0 1.1 ug/L 01/17/19 18:46 1 Methyl-t-Butyl Ether(MTBE) ND 1.0 0.25 ug/L 01/17/19 18:46 1 TestAmerica Irvine Page 11 of 23 1/19/2019 QC Sample Results Client: Aesco Inc TestAmerica Job ID: 440-229189-1 Project/Site: Saybrook SDG: 20181555 Method: 8260E -Volatile Organic Compounds (GC/MS) (Continued) Lab Sample ID: MB 440-623229/4 Client Sample ID: Method Blank Matrix:Water Prep Type: Total/NA Analysis Batch: 523229 MB MB Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Naphthalene ND 5.0 0.40 ug/L 01/17/19 18:46 1 n-Butylbenzene ND 5.0 0.40 ug/L 01/17/1918:46 1 N-Propylbenzene ND 2.0 0.25 ug/L 01/17/19 18:46 1 o-Xylene ND 2.0 0.25 ug/L 01/17/1918.46 1 p-Isopropyltoluene ND 2.0 0.25 ug/L 01/17/1918.46 1 sec-Butylbenzene ND 5.0 0.25 ug/L 01/17/19 1846 1 Styrene ND 2.0 0.25 ug/L 01/17/19 1846 1 Tert-amyl-methyl ether(TAME) ND 5.0 0.25 ug/L 01/17/19 18:46 1 tert-Butyl alcohol(TBA) ND 10 5.0 ug/L 01/17/19 18:46 1 tert-Butyl benzene ND 5.0 0.25 ug/L 01/17/19 1846 1 Tetrachloroethene ND 2.0 0.25 ug/L 01/17/19 1846 1 Toluene ND 2.0 0.25 ug/L 01/17/1918A6 1 trans-1,2-Dichloroethene ND 2.0 0.25 ug/L 01/17/19 18:46 1 trans-1,3-Dichloropropene ND 2.0 0.25 ug/L 01/17/19 18:46 1 Trichloroethene ND 2.0 0.25 ug/L 01/17/19 18:46 1 Trichlorofluoromethane ND 5.0 0.25 ug/L 01/17/19 18:46 1 i Vinyl chloride ND 5.0 0.25 ug/L 01/17/19 18:46 1 Xylenes,Total ND 2.0 0.25 ug/L 01/17/19 18:46 1 MB MB Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac 4-Bromofluorobenzene(Surr) 98 80-120 01117119 18:46 1 Dibromofluoromethane(Surr) 102 76-132 01117119 18:46 1 Toluene-dB(Surr) 100 80-128 01117119 18:46 1 Lab Sample ID: LCS 440-52322915 Client Sample ID: Lab Control Sample Matrix: Water Prep Type: Total/NA Analysis Batch: 523229 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits 1,1,1,2-Tetrachloroethane 25.0 27.6 ug/L 110 60-141 1,1,1-Trichloroethane 25.0 27.6 ug/L 110 70-130 1,1,2,2-Tetrachloroethane 25.0 24.8 ug/L 99 63-130 1,1,2-Trichloroethane 25.0 27.0 ug/L 108 70-130 1,1-Dichloroethane 25.0 25.8 ug/L 103 64-130 1,1-Dichloroethene 25.0 28.7 ug/L 115 70-130 1,1-Dichloropropene 25.0 28.4 ug/L 113 70-130 1,2,3-Trichlorobenzene 25.0 31.7 ug/L 127 60-140 1,2,3-Trichloropropane 250 25.1 ug/L 100 63-130 1,2,4-Trichlorobenzene 25.0 28.3 ug/L 113 60-140 1,2,4-Trimethylbenzene 25.0 29.7 ug/L 119 70.135 1,2-Dibromo-3-Chloropropane 25.0 24.3 ug/L 97 52-140 1,2-Dibromoethane(EDB) 25.0 26.3 ug/L 105 70-130 1,2-Dichlorobenzene 25.0 29.9 ug/L 120 70-130 1,2-Dichloroethane 25.0 23.0 ug/L 92 57-138 1,2-Dichloropropane 25.0 26.5 ug/L 106 67-130 1,3,5-Trimethylbenzene 25.0 30.5 ug/L 122 70-136 1,3-Dichlorobenzene 25.0 27.8 ug/L ill 70-130 1,3-Dichloropropane 25.0 25.3 ug/L 101 70-130 TestAmerica Irvine Page 12 of 23 1/19/2019 QC Sample Results Client: Aesco Inc TestAmerica Job ID: 440-229189-1 Project/Site: Saybrook SDG: 20181555 Method: 8260B -Volatile Organic Compounds (GC/MS) (Continued) Lab Sample ID: LCS 440-523229/5 Client Sample ID: Lab Control Sample Matrix:Water Prep Type: Total/NA Analysis Batch: 523229 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits 1,4-Dichlorobenzene 25.0 26.2 ug/L 105 70-130 2,2-Dichloropropene 25.0 30.6 ug/L 122 68-141 2-Chlorotoluene 25.0 28.8 ug/L 115 70-130 4-Chlorotoluene 25.0 29.3 ug/L 117 70-130 Benzene 25.0 26.9 ug/L 108 68-130 Bromobenzene 25.0 28.4 ug/L 114 70-130 Bromochloromethane 25.0 26.5 ug/L 106 70-130 Bromodichloromethane 25.0 26.4 ug/L 105 70-132 Bromoform 25.0 27.9 ug/L 112 60-148 Bromomethane 25.0 25.8 ug/L 103 64-139 Carbon tetrachloride 25.0 27.8 ug/L 111 60-150 Chlorobenzene 25.0 26.2 ug/L 105 70-130 Chloroethane 25.0 25.9 ug/L 104 64-135 Chloroform 25.0 25.6 ug/L 102 70-130 Chloromethane 25.0 24.6 ug/L 99 47-140 cis-1,2-Dich loroethene 25.0 28.4 ug/L 114 70-133 cis-1,3-Dichloropropene 25.0 28.6 ug/L 114 70-133 Dibromochloromethane 25.0 28.4 ug/L 113 69-145 Dibromomethane 25.0 25.9 ug/L 104 70-130 Dichlorodifluoromethane 25.0 22.5 ug/L 90 29-150 Ethanol 1000 1160 ug/L 116 50-149 Ethylbenzene 25.0 31.5 ug/L 126 70-130 Ethyl-t-butyl ether(ETBE) 25.0 25.0 ug/L 100 60-136 Hexachlorobutadiene 25.0 31.1 ug/L 125 10-150 Isopropyl Ether(DIPE) 25.0 25.2 ug/L 101 58-139 Isopropylbenzene 25.0 28.3 ug/L 113 70-136 m,p-Xylene 25.0 29.3 ug/L 117 70-130 Methylene Chloride 25.0 24.7 ug/L 99 52-130 Methyl-t-Butyl Ether(MTBE) 25.0 26.3 ug/L 105 63-131 Naphthalene 25.0 26.6 ug/L 106 60-140 n-Butylbenzene 25.0 32.4 ug/L 129 65-150 N-Propylbenzene 25.0 30.9 ug/L 124 67-139 o-Xylene 25.0 27.5 ug/L 110 70-130 p-Isopropyltoluene 25.0 31.5 ug/L 126 70-132 sec-Butylbenzene 25.0 31.5 ug/L 126 70-138 Styrene 25.0 27.3 ug/L 109 70-134 Tert-amyl-methyl ether(TAME) 25.0 26.6 ug/L 106 57-139 tert-Butyl alcohol(TBA) 250 265 ug/L 106 70-130 tert-Butylbenzene 25.0 30.1 ug/L 120 70-130 Tetrachloroethene 25.0 27.1 ug/L 108 70-130 Toluene 25.0 26.9 ug/L 107 70-130 trans-1,2-Dichloroethene 25.0 28.7 ug/L 115 70-130 trans-1,3-Dichloropropene 25.0 27.9 ug/L 111 70-132 Trichloroethene 25.0 27.7 ug/L 111 70-130 Trichlorofluoromethane 25.0 26.1 ug/L 105 60-150 Vinyl chloride 25.0 30.1 ug/L 120 59-133 TestAmerica Irvine Page 13 of23 1/19/2019 QC Sample Results Client: Aesco Inc TestAmerica Job ID: 440-229189-1 Project/Site: Saybrook SDG: 20181555 Method: 8260B -Volatile Organic Compounds (GC/MS) (Continued) Lab Sample ID: LCS"0-523229/5 Client Sample ID:Lab Control Sample Matrix:Water Prep Type: Total/NA Analysis Batch: 523229 LCS LCS Surrogate %Recovery Qualifier Limits 4-Bromofluorobenzene(Surr) 101 80-120 Dibromofluorom ethane(Surr) 98 76-132 Toluene-d8(Surr) 97 80-128 Lab Sample ID:440-229679-A-3 MS Client Sample ID: Matrix Spike Matrix: Water Prep Type: Total/NA Analysis Batch: 523229 Sample Sample Spike MS MS %Rec. Analyte Result Qualifier Added Result Qualifier Unit D %Rec Limits 1,1,1,2-Tetrachloroethane ND 25000 28500 ug/L 114 60-149 1,1,1-Trichloroethane ND 25000 27200 ug/L 109 70-130 1,1,2,2-Tetrachloroethane ND 25000 25000 ug/L 100 63-130 1,1,2-Trichloroethane ND 25000 27300 ug/L 109 70-130 1,1-Dichloroethane ND 25000 26100 ug/L 104 65-130 1,1-Dichloroethene ND 25000 28500 ug/L 114 70-130 1,1-Dichloropropene ND 25000 26800 ug/L 107 64-130 1,2,3-Trichlorobenzene ND 25000 30900 ug/L 124 60-140 1,2,3-Trichloropropane ND 25000 24500 ug/L 98 60-130 1,2,4-Trichlorobenzene ND 25000 27200 ug/L 109 60-140 1,2,4-Trimethylbenzene ND 25000 28700 ug/L 115 70-130 1,2-Dibromo-3-Chloropropane ND 25000 24600 ug/L 98 48-140 1,2-Dibromoethane(EDB) ND 25000 26400 ug/L 105 70-131 1,2-Dichlorobenzene ND 25000 29100 ug/L 117 70-130 1,2-Dichloroethane ND 25000 24700 ug/L 99 56-146 1,2-Dichloropropane ND 25000 27700 ug/L ill 69-130 1,3,5-Tri methyl benzene ND 25000 28700 ug/L 115 70-130 1,3-Dichlorobenzene ND 25000 27000 ug/L 108 70-130 1,3-Dichloropropane ND 25000 25400 ug/L 102 70-130 1,4-Dichlorobenzene ND 25000 25300 ug/L 101 70-130 2,2-Dichloropropane ND 25000 29600 ug/L 118 69-138 2-Chlorotoluene ND 25000 27700 ug/L ill 70-130 4-Chlorotoluene ND 25000 27900 ug/L 112 70-130 Benzene ND 25000 27200 ug/L 109 66-130 Bromobenzene ND 25000 27600 ug/L ill 70-130 Bromochloromethane ND 25000 28600 ug/L 114 70-130 Bromodichloromethane ND 25000 28700 ug/L 115 70-138 Bromoform ND 25000 28700 ug/L 115 59-150 Bromomethane ND 25000 26200 ug/L 105 62-131 Carbon tetrachloride ND 25000 27500 ug/L 110 60-150 Chlorobenzene ND 25000 26000 ug/L 104 70-130 Chloroethane ND 25000 25000 ug/L 100 68-130 Chloroform 250 J B 25000 26200 ug/L 105 70-130 Chloromethane ND 25000 19200 ug/L 77 39-144 cis-1,2-Dichloroethene 3200 25000 32400 ug/L 117 70-130 cis-1,3-Dichloropropene ND 25000 28900 ug/L 116 70-133 Dibromochloromethane ND 25000 28700 ug/L 115 70-148 Dibromomethane ND 25000 26800 ug/L 107 70-130 Dichlorodifluoromethane ND 25000 21600 ug/L 86 25-142 TestAmerica Irvine Page 14 of23 1/19/2019 QC Sample Results Client:Aesco Inc TestAmerica Job ID: 440-229189-1 Project/Site: Saybrook SDG: 20181555 Method: 8260E -Volatile Organic Compounds (GUMS) (Continued) Lab Sample ID:440-229679-A-3 MS Client Sample ID: Matrix Spike Matrix:Water Prep Type: Total/NA Analysis Batch: 523229 Sample Sample Spike MS MS %Rec. Analyte Result Qualifier Added Result Qualifier Unit D %Rec Limits Ethanol 220000 1000000 1190000 ug/L 96 54.150 Ethylbenzene ND 25000 30300 ug/L 121 70-130 Ethyl-t-butyl ether(ETBE) ND 25000 25500 ug/L 102 70-130 Hexachlorobutadiene ND 25000 29800 ug/L 119 10.150 Isopropyl Ether(DIPE) ND 25000 25400 ug/L 102 64-138 Isopropylbenzene ND 25000 27800 ug/L ill 70-132 m,p-Xylene ND 25000 28100 ug/L 112 70-133 Methylene Chloride ND 25000 22800 ug/L 91 52-130 Methyl-t-Butyl Ether(MTBE) ND 25000 26800 ug/L 107 70-130 Naphthalene ND 25000 26500 ug/L 106 60-140 n-Butylbenzene ND 25000 29600 ug/L 119 61_149 N-Propylbenzene ND 25000 28700 ug/L 115 66-135 o-Xylene ND 25000 27300 ug/L 109 70-133 p-Isopropyltoluene ND 25000 29300 ug/L 117 70-130 sec-Butylbenzene ND 25000 28900 ug/L 116 67-134 Styrene ND 25000 26900 ug/L 107 29-150 Tert-amyl-methyl ether(TAME) ND 25000 27000 ug/L 108 68-133 tert-Butyl alcohol(TBA) ND 250000 256000 ug/L 102 70-130 tert-Butylbenzene ND 25000 28400 ug/L 113 70-130 Tetrachloroethene 17000 25000 42900 ug/L 103 70-137 Toluene ND 25000 26100 ug/L 105 70-130 trans-l,2-Dichloroethene ND 25000 27500 ug/L 110 70-130 trans-1,3-Dichloropropene ND 25000 27500 ug/L 110 70-138 Trichloroethene 45000 25000 70300 ug/L 100 70-130 T rich lorofluoromethane ND 25000 26300 ug/L 105 60-150 Vinyl chloride ND 25000 27700 ug/L ill 50-137 MS MS Surrogate %Recovery Qualifier Limits 4-Bromofluorobenzene(Surr) 99 80- 220 Dibromo8uoromethane(Surr) 101 76-132 LToluene-d8(Surr) 97 80.128 FLab Sample ID: 440-229679-A-3 MSD Client Sample ID: Matrix Spike Duplicate Matrix: Water Prep Type: Total/NA Analysis Batch: 523229 Sample Sample Spike MSD MSD %Rec. RPD Analyte Result Qualifier Added Result Qualifier Unit D %Rec Limits RPD Limit 1,1,1,2-Tetrachloroethane ND 25000 28600 ug/L 114 60-149 0 20 1,1,1-Trichloroethane ND 25000 26600 ug/L 106 70-130 2 20 1,1,2,2-Tetrachloroethane ND 25000 25200 ug/L 101 63-130 1 30 1,1,2-Trichloroethane ND 25000 28000 ug/L 112 70-130 2 25 1,1-Dichloroethane ND 25000 25800 ug/L 103 65-130 1 20 1,1-Dichloroethene ND 25000 27400 ug/L 109 70-130 4 20 1,1-Dichloropropene ND 25000 26300 ug/L 105 64-130 2 20 1,2,3-Trichlorobenzene ND 25000 31900 ug/L 127 60-140 3 20 1,2,3-Trichloropropane ND 25000 24500 ug/L 98 60-130 0 30 1,2,4-Trichlorobenzene ND 25000 27800 ug/L ill 60-140 2 20 1,2,4-Tri methyl benzene ND 25000 29300 ug/L 117 70-130 2 25 TestAmerica Irvine Page 15 of 23 1/19/2019 QC Sample Results Client: Aesco Inc TestAmerica Job ID: 440-229189-1 Project/Site: Saybrook SDG: 20181555 Method: 8260E -Volatile Organic Compounds (GC/MS) (Continued) Lab Sample ID:440-229679-A-3 MSD Client Sample ID: Matrix Spike Duplicate Matrix: Water Prep Type: Total/NA Analysis Batch: 523229 Sample Sample Spike MSD MSD %Rec. RPD Analyte Result Qualifier Added Result Qualifier Unit D %Rec Limits RPD Limit 1,2-Dibromo-3-Chloropropane ND 25000 25700 ug/L 103 48-140 4 30 1,2-Dibromoethane(EDB) ND 25000 26900 ug/L 108 70-131 2 25 1,2-Dichlorobenzene ND 25000 29400 ug/L 118 70-130 1 20 1,2-Dichloroethane ND 25000 23500 ug/L 94 56-146 5 20 1,2-Dichloropropane ND 25000 27000 ug/L 108 69-130 3 20 1,3,5-Trimethylbenzene ND 25000 29000 ug/L 116 70-130 1 20 1,3-Dichlorobenzene ND 25000 27900 ug/L 112 70-130 3 20 1,3-Dichloropropane ND 25000 26000 ug/L 104 70-130 2 25 1,4-Dichlorobenzene ND 25000 26000 ug/L 104 70-130 3 20 2,2-Dichloropropane ND 25000 29400 ug/L 118 69-138 0 25 2-Chlorotoluene ND 25000 28700 ug/L 115 70-130 4 20 4-Chlorotoluene ND 25000 28700 ug/L 115 70-130 3 20 Benzene ND 25000 26500 ug/L 106 66-130 2 20 Bromobenzene ND 25000 28600 ug/L 114 70-130 3 20 Bromochloromethane ND 25000 27400 ug/L 110 70-130 4 25 Bromodichloromethane ND 25000 27300 ug/L 109 70-138 5 20 Bromoform ND 25000 28400 ug/L 114 59-150 1 25 Bromomethane ND 25000 24000 ug/L 96 62-131 9 25 Carbon tetrachloride ND 25000 26100 ug/L 104 60-150 5 25 Chlorobenzene ND 25000 26400 ug/L 106 70-130 2 20 Chloroethane ND 25000 23300 ug/L 93 68-130 7 25 Chloroform 250 J B 25000 25600 ug/L 102 70-130 3 20 Chloromethane ND 25000 21500 ug/L 86 39-144 11 25 cis-1,2-Dichloroethene 3200 25000 31700 ug/L 114 70-130 2 20 cis-1,3-Dichloropropene ND 25000 28800 ug/L 115 70-133 0 20 Dibromochloromethane ND 25000 28900 ug/L 116 70-148 1 25 Dibromomethane ND 25000 25700 ug/L 103 70-130 4 25 Dichlorodifluoromethane ND 25000 21300 ug/L 85 25-142 1 30 Ethanol 220000 1000000 1310000 ug/L 109 54-150 10 30 Ethylbenzene ND 25000 30800 ug/L 123 70-130 2 20 Ethyl-t-butyl ether(ETBE) ND 25000 25700 ug/L 103 70-130 1 25 Hexachlorobutadiene ND 25000 29600 ug/L 118 10-150 1 20 Isopropyl Ether(DIPE) ND 25000 25400 ug/L 102 64-138 0 25 Isopropylbenzene ND 25000 27900 ug/L 111 70-132 0 20 m,p-Xylene ND 25000 28500 ug/L 114 70-133 1 25 Methylene Chloride ND 25000 22300 ug/L 89 52-130 2 20 Methyl-t-Butyl Ether(MTBE) ND 25000 27500 ug/L 110 70-130 3 25 Naphthalene ND 25000 26700 ug/L 107 60-140 1 30 i n-Butylbenzene ND 25000 30600 ug/L 122 61-149 3 20 N-Propylbenzene ND 25000 29500 ug/L 118 66-135 3 20 o-Xylene ND 25000 27300 ug/L 109 70-133 0 20 p-Isopropyltoluene ND 25000 29900 ug/L 120 70-130 2 20 sec-Butylbenzene ND 25000 29300 ug/L 117 67-134 1 20 Styrene ND 25000 27500 ug/L 110 29-150 2 35 Tert-amyl-methyl ether(TAME) ND 25000 27100 ug/L 109 68-133 1 30 tert-Butyl alcohol(TBA) ND 250000 254000 ug/L 102 70-130 1 25 tert-Butyl benzene ND 25000 28700 ug/L 115 70-130 1 20 Tetra ch loroethe ne 17000 25000 43500 ug/L 105 70-137 2 20 TestAmerica Irvine Page 16 of 23 1/19/2019 QC Sample Results Client:Aesco Inc TestAmerica Job ID:440-229189-1 Project/Site: Saybrook SDG: 20181555 Method: 8260B -Volatile Organic Compounds (GC/MS) (Continued) Lab Sample ID:440-229679-A-3 MSD Client Sample ID: Matrix Spike Duplicate Matrix:Water Prep Type:Total/NA Analysis Batch:523229 Sample Sample Spike MSD MSD %Rec. RPD Analyte Result Qualifier Added Result Qualifier Unit D %Rec Limits RPD Limit Toluene ND 25000 27000 ug/L 108 70-130 3 20 trans-1,2-Dichloroethene ND 25000 26700 ug/L 107 70-130 3 20 trans-1,3-Dichloropropene ND 25000 27900 ug/L 112 70-138 2 25 Trichloroethene 45000 25000 69200 ug/L 95 70-130 2 20 Trichlorofluoromethane ND 25000 26100 ug/L 105 60.150 0 25 Vinyl chloride ND 25000 30700 ug/L 123 50.137 10 30 MSD MSD Surrogate %Recovery Qualifier Limits 4-Bromofluorobenzene(Surf) 100 80-120 m Dibromofluoromethane(Surr) 99 76-132 Toluene-d8(Surr) 99 80-128 Method: 8260B/CA LUFTMS -Volatile Organic Compounds by GC/MS Lab Sample ID: MB 440-523230/4 Client Sample ID:Method Blank Matrix:Water Prep Type:Total/NA Analysis Batch: 523230 MB MB Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Volatile Fuel Hydrocarbons(C4-C12) ND 50 35 ug/L 01/17/1 118:46 1 MB MB Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac Dibromofluoromethane(Surr) 102 76-132 0111711 118:46 1 4-Bromofluorobenzene(Surr) 98 80-120 01/17/19 18:46 1 Toluene-d8(Surr) 100 80-128 01117119 18:46 1 Lab Sample ID: LCS 440-52323016 Client Sample ID: Lab Control Sample Matrix:Water Prep Type:Total/NA Analysis Batch: 523230 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits Volatile Fuel Hydrocarbons 500 498 ug/L 100 55- 330 (C4-C12) LCS LCS Surrogate %Recovery Qualifier Limits Dibromofluoromethane(Surr) 96 76-132 4-Bromofluorobenzene(Surr) 101 80-120 Toluene-d8(Sun) 100 80-128 Lab Sample ID:440-229679-A-3 MS Client Sample ID: Matrix Spike Matrix:Water Prep Type:Total/NA Analysis Batch: 523230 Sample Sample Spike MS MS %Rec. Analyte Result Qualifier Added Result Qualifier Unit D %Rec Limits Volatile Fuel Hydrocarbons 100000 1730000 2360000 ug/L 131 50.145 (C4-C 12) TestAmerica Irvine Page 17 of 23 1/19/2019 QC Sample Results Client: Aesco Inc TestAmerica Job ID: 440-229189-1 Project/Site: Saybrook SDG: 20181555 Method: 8260B/CA LUFTMS -Volatile Organic Compounds by GC/MS (Continued) Lab Sample ID:440-229679-A-3 MS Client Sample ID: Matrix Spike Matrix: Water Prep Type: TotaUNA Analysis Batch: 523230 MS MS Surrogate %Recovery Qualifier Limits Dibromofluoromethane(Surr) 101 76-132 4-Bromofluorobenzene(Surr) 99 80-120 Toluene-d8(Surr) 97 80-128 [Lab Sample ID: 440-229679-A-3 MSD Client Sample ID: Matrix Spike Duplicate Matrix: Water Prep Type: Total/NA Analysis Batch: 523230 Sample Sample Spike MSD MSD %Rec. RPD Analyte Result Qualifier Added Result Qualifier Unit D %Rec Limits RPD Limit m Volatile Fuel Hydrocarbons 100000 1730000 2310000 ug/L 128 50-145 2 20 (C4-C12) MSD MSD Surrogate %Recovery Qualifier Limits Dibromofluoromethane(Surr) 99 76-132 4-Bromofluorobenzene(Surr) 100 80-120 Toluene-d8(Surr) 99 80-128 TestAmerica Irvine Page 18 of 23 1/19/2019 QC Association Summary Client: Aesco Inc TestAmerica Job ID: 440-229189-1 Project/Site: Saybrook SDG: 20181555 GC/MS VOA Analysis Batch: 523229 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 440-229189-1 MW-1 Total/NA Water 82606 MB 440-523229/4 Method Blank Total/NA Water 8260B LCS 440-523229/5 Lab Control Sample Total/NA Water 8260B 440-229679-A-3 MS Matrix Spike Total/NA Water 8260B 440-229679-A-3 MSD Matrix Spike Duplicate Total/NA Water 8260B Analysis Batch: 523230 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 440-229189-1 MW-1 Total/NA Water 8260B/CA_LUFT MS MB 440-523230/4 Method Blank Total/NA Water 8260B/CA_LUFT MS LCS 440-523230/6 Lab Control Sample Total/NA Water 8260B/CA_LUFT MS 440-229679-A-3 MS Matrix Spike TOtal1NA Water 8260B/CA_LUFT MS 440-229679-A-3 MSD Matrix Spike Duplicate Total/NA Water 8260E/CA_LUFT MS TestAmerica Irvine Page 19 of 23 1/19/2019 Definitions/Glossary Client: Aesco Inc TestAmerica Job ID: 440-229189-1 Project/Site: Saybrook SDG: 20181555 Qualifiers GC/MS VOA Qualifier Qualifier Description J Result is less than the RL but greater than or equal to the MDL and the concentration is an approximate value. Glossary Abbreviation These commonly used abbreviations may or may not be present in this report. a Listed under the"D"column to designate that the result is reported on a dry weight basis %R Percent Recovery CFL Contains Free Liquid CNF Contains No Free Liquid DER Duplicate Error Ratio(normalized absolute difference) Dil Fac Dilution Factor DL Detection Limit(DoD/DOE) DL,RA, RE, IN Indicates a Dilution, Re-analysis, Re-extraction,or additional Initial metals/anion analysis of the sample DLC Decision Level Concentration(Radiochemistry) EDL Estimated Detection Limit(Dioxin) LOD Limit of Detection(DoD/DOE) LOQ Limit of Quantitation(DoD/DOE) MDA Minimum Detectable Activity(Radiochemistry) MDC Minimum Detectable Concentration(Radiochemistry) MDL Method Detection Limit ML Minimum Level(Dioxin) NC Not Calculated ND Not Detected at the reporting limit(or MDL or EDL if shown) PQL Practical Quantitation Limit QC Quality Control RER Relative Error Ratio(Radiochemistry) RL Reporting Limit or Requested Limit(Radiochemistry) RPD Relative Percent Difference,a measure of the relative difference between two points TEF Toxicity Equivalent Factor(Dioxin) TEQ Toxicity Equivalent Quotient(Dioxin) TestAmerica Irvine Page 20 of 23 1/19/2019 Accreditation/Certification Summary Client: Aesco Inc TestAmerica Job ID: 440-229189-1 Project/Site: Saybrook SDG:20181555 Laboratory: TestAmerica Irvine Unless otherwise noted,all analytes for this laboratory were covered under each accreditation/certification below. Authority Program EPA Region Identification Number Expiration Date California State Program 9 CA ELAP 2706 06-30-19 The following analytes are included in this report,but the laboratory is not certified by the governing authority. This list may include analytes for which the agency does not offer certification. Analysis Method Prep Method Matrix Analyte 8260B Water Ethanol 8260B Water Ethyl-t-butyl ether(ETBE) 8260B Water Isopropyl Ether(DIPE) 8260E Water m,p-Xylene 8260B Water Tert-amyl-methyl ether(TAME) 8260B Water Xylenes,Total TestAmerica Irvine Page 21 of 23 1/19/2019 'q A P ,. 17782 Georgetown Lane CHAIN OF CUSTODY RECORD Huntington Beach,CA 92647 TURNAROUND TIME DELIVERABLES PAGE: 1 OF 1 Ph:714-375-3830 Standard ❑ 48 hours ❑ EDO ❑ Condition upon receipt- Fx:714 375 3831 AIE.SCO Same Day [] 72 hours ❑ EDF ElSeated Yes❑ No❑ Project No.: 20181555 24 hours ❑ ss hours ❑ Level 3 ❑ Intact Yes❑ No❑ Project Name: Saybrook Other Level 4 El Chilled deg C Report To: Alan Malagon,Amer Hazboon BILLING ANALYSIS REQUEST Company: AESCO P.O.No.: 20181555-F2237 . Street: 17782 Georgetown Lane Bill to: 17782 Georgetown Lane 1� City/Statezip: Huntington Beach,California 92647 Huntington Beach,Califor = Phone&Fax: (714)375-3830 Jt e-mail: alan.mala on aescotech com' amer.hazboon aescotech.co c^ LU �\ a SAMPLE IDENTIFICATION a�" a w QCID w z m n � i` Q t Opt i9 Is,1 `[, CD o 440-229189 Chain of Custody41 _ AUTHORIZATION TO PERFORM WORK COMPANY DATE/TIME COMMENTS SAMPLED BY COMPANY DATEMME Alan Mala on AE O :3 } vlcl r, �t c,,�G ', ? }11c'p RELINQUISHED BY DATEMM RECE ED BY DATEMME 01 RELINQUISHED BY DATElrIME IVED BY DA RELINQUISHED BY DATE/TIME RECEIVED BY OATEnIME METHOD OF TRANSPORT(circle one): alk-In FedEx UPS Courier ATLI Other DISTRIBUTION.White&Yellow-Lab Copies/Pink-Customer Copy Preservation:H=HCI N=None/Container:B=Bag C=Can V=VOA aO=Other Rev.03-517;'09 e Login Sample Receipt Checklist Client:Aesco Inc Job Number:440-229189-1 SDG Number: 20181555 Login Number: 229189 List Source: TestAmerica Irvine List Number: 1 Creator:Avila,Stephanie 1 Question Answer Comment Radioactivity wasn't checked or is</=background as measured by a survey True meter. The cooler's custody seal, if present. is intact. N/A Not present Sample custody seals, if present, are intact. N/A Not Present The cooler or samples do not appear to have been compromised or True tampered with. Samples were received on ice. True Cooler Temperature is acceptable. True Cooler Temperature is recorded. True COC is present. True COC is filled out in ink and legible. True COC is filled out with all pertinent information. True Is the Field Sampler's name present on COC? True There are no discrepancies between the containers received and the COC. True Samples are received within Holding Time(excluding tests with immediate True HTs) Sample containers have legible labels. True Containers are not broken or leaking. True in Sample collection date/times are provided. True Appropriate sample containers are used. True Sample bottles are completely filled. True Sample Preservation Verified. N/A There is sufficient vol.for all requested analyses, incl. any requested True MS/MSDs Containers requiring zero headspace have no headspace or bubble is False All 9 voa vials have Headspace larger than 1/4". <6mm (1/4"). Multiphasic samples are not present. True Samples do not require splitting or compositing. True Residual Chlorine Checked. N/A TestAmerica Irvine Page 23 of 23 1/19/2019 City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax(714) 374-1573 ADDENDUM NUMBER ONE For SAYBROOK LIFT STATION REPLACEMENT PROJECT CC 1585 May 7,2020 Notice to All Bidders: Please note the following clarifications to the Project Plans,Specifications,and Special Provisions 1) Cover Sheet and Sheet Al of the Project Specifications: Replace the listed bid due date of May 14, 2020 at 2:00 PM with the new bid due date of May 14, 2020, at 10:00 AM. Due to the COVID-19 pandemic, bids hand delivered, will be accepted between the hours of 9:00 AM and 10:00 AM, immediately outside of the Huntington Beach Civic Center entrance, on the day of the bid. Bids will be publicly opened in the same area to allow for social distancing. It is advised that bidders arrive earlier than normal to deliver bids and to allow for additional bid processing and acceptance times due to safety measures described above. 2) Sheet 5/G-5, has been modified,Construction Notes 51 and 101 have been changed. 3) Sheet 7/G-7, the construction sequence has been modified to accommodate changes to provide continuous electrical service to the existing sewer lift station. 4) Sheet 8/D-1,a note to include the partial demolition of an existing SCE vault was added. 5) Sheet 10/C-1 has been modified to include a buried plug valve at the upstream end of the force main. A note has been added to include the partial demolition of an existing SCE vault. 6) Sheet 11/C-2, a note to include the partial demolition of an existing SCE vault was added. 7) Sheet 12/C-3, a note to include the partial demolition of an existing SCE vault was added. 8) Sheet 14/C-5, project coordinates have been modified. 9) Sheet 15/C-6 has been modified to correct an error in the LEGEND which differentiates the pavement GRIND AND CAP from the FULL DEPTH PAVEMENT REPLACEMENT. 10) Sheet 16/C-7 the project Signing and Striping Plan has extensive changes. Bidders are encouraged to review this sheet in its entirety prior to the bid. 11) Sheet 19/CD-3, has been revised near the project generator. 12) Sheet 25/M-1, has been modified to allow a choice of two different brands of submersible wetwell pumps, in accordance with the revised specification. 13) Sheet 26/M-2, has been modified to allow a choice of two different brands of submersible wetwell pumps, in accordance with the revised specification. 14) Sheet 29/E-3, a conduit has been added to maintain continuous electrical service to the existing lift station. 15) Sheet 30/E-4, modifications to the electrical conduit plan. 16) Sheet 31/E-5, modifications to the electrical conduit plan. 17) SCE PRELIMINARY PLAN TD1486496,this plan shows the conduit 1-P run in its entirety. 18) Bid Schedule Sheet C-2.5, Bid Item 20, has been modified to include a buried plug valve. 19) Specification Section 02810, has been added. This section provides Wrought Iron Gate Details. 20) Specification Section 11320, has been modified to allow a choice of two different brands of submersible wetwell pumps. This is to acknowledge receipt and review of Addendum Number One,dated May 7,2020. Company Name By Date 1 of 1 of Addendum No. 1 Per Plans and Specifications, furnish all labor, materials and equipment necessary, and construct miscellaneous pipe, including all 19 fittings; thrust blocks; cathodic protection 1 LS connection to and rechannelization of existing discharge manhole; and Sancon coating of existing discharge manhole. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and construct 8-inch and 6-inch AWWA C900 DR 20 14 PV • e am, including all 1 LS fittings buried lug Qndischarge thrust blocks, and connecti o e i manhole and existing 6-inch bypass forcemain. Per Plans and Specifications, furnish all labor, materials and equipment necessary to 21 coordinate with Southern California Gas 1 LS Company,and construct permanent natural gas service for the project. Per Plans and Specifications, furnish all labor, materials and equipment necessary and install 120 kW natural gas fuel emergency 22 generator set in a sound attenuated enclosure, 1 LS including all conduits, wires, pipes, fittings, valves, controls, reinforced concrete base, 2- inch pipe from the meter service meter to the Genset, and all appurtenances. Per Plans and Specifications, furnish all labor, materials, equipment necessary to furnish and install site electrical and instrumentation 23 systems; including conductors, raceway, 1 LS switches, lights, receptacles, level transducers, float switches, and all required appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary and install 316 stainless steel,NEMA 4X transfer switch enclosure, including automatic transfer switch with manual bypass, double through manual transfer switch, generator receptacle; 24 coordination with SCE to provide electrical 1 LS service to site;4-inch conduit with pull-rope for SCE conductor; 100 amp main switchboard; concrete pads for electrical equipment; and all required appurtenances; complete and in place, with all required appurtenances. Addendum 1,May 7,2020 C-2.5 SECTION 02810 WROUGHT IRON GATE PART 1 - GENERAL 1.1 Work Included A. Materials,testing, and installation of wrought iron gates. 1.2 System Description A. Provide double leaf gate design from listed manufacturers, including manufacturer's credentials and certificate; architectural design; and structural calculation and details for final installation. Use this specification section for guidance. B. Furnish and install complete wrought iron gate system where shown, including appurtenant footings, hardware, mountings, or connections required for compliance with Manufacturer's installation requirements and compliance with applicable building codes and standards. 1.3 Ouality Assurance A. Use adequate numbers of skilled workmen trained and experienced in necessary trades and crafts and completely familiar with specified requirements and methods for proper performance of Work of this section. 1.4 Submittals A. Furnish the following submittals. SUBMITTAL DESCRIPTION Shop Drawings Submit for fabricated items such gates and parts Product Data Submit for manufactured products per Product Data requirements. Structural Details and Prepared by Manufacturer includes installation details Calculations Installation Submit per Installation Instruction requirements Instructions Certificate of Submit coating system and application certification per Compliance Certificate of Compliance requirements. Foundry or Test Submit for factory tests upon request per Foundry or Test Record Transcripts Record Transcript requirements. Material Samples Submit upon request Welder Qualification Submit for welders performing Work on project. Certificates Also submit certifications of procedure qualifications for each welding procedure used. Warranty Furnish minimum five-years warranty from date of final acceptance B. Product Data shall be defined as Manufacturer's pre-printed drawings, catalog data,or catalog cut sheets which need not include project name. However, where multiple products or options are shown in same catalog cut, product, model number, and option being furnished shall be clearly delineated. C. Product Data shall clearly indicate applicable items when several products are covered on one page. Using black ink, indicate on submitted Product Data, specification section or plan reference being satisfied. Saybrook Lane Lift Station Wrought Iron Gate May 2020 02810-1 D. Structural Details and Calculations shall include all necessary details to manufacture and install the double leaf gate as shown in the drawings. It shall include main members, pickets, posts, footings, etc. E. Installation Instructions, Application Instructions, or Assembly Instructions shall be defined as Manufacturer's printed instructions including warranty requirements, clearances required and proper field procedures to deliver,handle, install and prepare product for use. Installation Instructions shall include recommended bolt torques for assembly and installation of bolted items. F. Certificates of Compliance shall mean the same thing as"affidavits of compliance" and shall certify materials or procedures have been sampled,tested and found to comply with applicable reference standards. Do not ship items described therein until Certificates of Compliance are accepted by Owner. 1.5 Delivery, Storage, and Handling A. Strictly follow Manufacturer's instructions and warranty requirements for delivery, storage, and handling of fencing materials. PART2 -PRODUCTS 2.1 Acceptable Manufacturers A. Acce table Manufacturers include: ITEM MANUFACTURER MANUFACTURER LOCATION Concrete Anchors Hilti Corp. Tulsa, OK 800 879-8000 —Epoxy ITW Ramset/Redhead"Epcon" Glendale Heights, IL (800) Adhesive Anchor 348-3231 Systems Simpson Strong Tie Co. "Epoxy-Tie" Riverside, CA (714) 871- 8373 Accepted Equal Concrete Anchors Hilti Co ."Kwik Bolt II" Tulsa, OK 800 879-8000 —Expansion Bolt ITW Ramset/Redhead Glendale Heights, IL (800) Systems 348-3231 Simpson Strong Tie Co. "Wedge-All" Riverside, CA (714) 871- 8373 Accepted Equal Powder Actuated Hilti Corp. Tulsa, OK 800 879-8000 Fastening ITW Ramset/Redhead Glendale Heights, IL (800) Systems 348-3231 Accepted Equal Wrought Iron Ace Fence Company La Puente, CA (626) 333- Gates 0727 Alcorn Fence Company Sun Valley, CA (818) 983- 0650 Riverside, CA (951) 685- 5871 All-Cities Fence Ontario, CA (909) 355- 0777 Ameristar Fence Products Aegis II Tulsa, OK(888) 333-3422 Invincible Ameristar Fence Products Montage Plus Tulsa, OK 888 333-3422 Saybrook Lane Lift Station Wrought Iron Gate May 2020 02810-2 ITEM MANUFACTURER MANUFACTURER LOCATION Built Rite Fence Company Bellflower, CA (562) 804- 4828 Crown Fence Company Corona,CA 951 479-4790 Econo Fence, Inc. Riverside, CA (951) 684- 3666 Accepted equal Perforated Metal AMICO Div. Gibraltar Industries Birmingham, AL (800) and Expanded 326-8842 Metal Bobco Metals Los Angeles,CA(888)304- 5927 McNichols Company Tampa, FL 877 884-4653 Metalex Libertyville, IL (888) 639- 63 82 Accepted Equal 2.2 Materials A. Materials for gates shall be: ITEM MATERIAL SPECIFICATION Bolts (Connection High-Strength Conform to ASTM A325 or ASTM A 490 Bolts and Anchor Carbon Steel— With self-locking nuts or lock-washers and plain Bolts Galvanized nuts Washers—same material as nuts Zinc Coating Conform to ASTM A 15 3 -2.1 mil thickness - 1.30 ounce/ftz Bolts (Connection Stainless Steel Conform to ASTM A193 Grade B8M bolts with Bolts and Anchor ASTM A194 Grade 8M nuts Bolts) - Stainless Alternate ASTM F593 Type 316 bolts with Steel ASTM F594 SAE Type 316 nuts Washers—same material as nuts Concrete Anchors Stainless Steel Conform to SAE Type 316 —Epoxy Adhesive Anchor Systems Concrete Anchors Stainless Steel SAE Type 316 —Expansion Bolt Systems Powder Actuated Steel Conform to AISI 1061 Fastening Systems Hardness 52-58 Rockwell C Galvanized Conform to ASTM B633 - 2.1 mil thickness - Coating 1.30 ounce/ftz Gates—Shall Tubular Steel Galvanized include a Conform to ASTM A 10 11 for material galvanized perforated sheet after forming metal cover Conform to ASTM A924 for material galvanized -prior to forming Minimum yield strength 50 ksi Welding Conform to AWS D1.1 E70xx except E7024 rods Electrode- or electrodes shall not be used Steel Saybrook Lane Lift Station Wrought Iron Gate May 2020 02810-3 ITEM MATERIAL SPECIFICATION Picket 14 -gauge Dimensions 1" square 2"on center Picket '/8"diameter Retaining Rods Picket Rail Provide PVC Grommets to seal openings Intersections Guardian 12" long pressed steel. Spears Provide on top of every fence and gate picket. Rail 14 -gauge Dimensions 11/4" square Minimum of 3 rails Post 12-gauge Dimensions 2.5" square 8' nominal maximums an Fencepost 24"minimum Depth Submit engineering calculations for fences higher than 6' or where 24"depth cannot be met. Applied Design Panels shall support 600-lbf load at mid-span Load without permanent deformation. Tubular Steel HSS 3x3xl/4 Gate Posts Zinc 0.45 oz/ft2 minimum weight Vehicle Gate 0.3 mil minimum thickness Galvanized Base Coat Zinc-rich epoxy powder coating Coating after 2.0-mil minimum thickness Forming Gray Galvanized Top Coat Polyester powder coat Coating prior to 2.0-mil minimum thickness Forming Black Powder Epoxy Top Coat Adhesion>90%per ASTM D3359 Method B Coating Performance Corrosion resistance> 3500 hours per ASTM Requirements B117& Conform to ASTM D1654 Impact resistance>60 in-lbf per ASTM D2794 Weathering resistance >1000 hours per ASTM D822, D2244, and D523 60%method) Steel Hardware Conform to ASTM A 15 3 Galvanized Conform to ASTM A123 - 3.4 mil thickness - Coating 2.00 ounce/ft2 Hardware—Steel Steel Conform to ASTM A 15 3 including Gauge as shown on plans—minimum 16 gauge Castings, Rolled, 1/4"diameter round perforations—staggered Pressed and Galvanized Conform to ASTM A123 -3.4 mil thickness-2.00 Forged Articles Coating ounce/ft2 Perforated Metal Steel Conform to ASTM A 15 3 and Expanded minimum 16 gauge Metal 1/4"diameter round perforations—staggered Galvanized Conform to ASTM A123 -3.4 mil thickness-2.00 Coating ounce/ft2 Saybrook Lane Lift Station Wrought Iron Gate May 2020 02810-4 B. Zinc coatings shall be applied by hot-dipped or electro-depositing process. Zinc shall conform to ASTM B6. C. Welds made after galvanizing shall be ground smooth and wire-brushed to remove loose or burned zinc coating, after which cleaned areas shall be prepared and neatly coated with 50-50 solder. Repairs to abraded or damaged coating shall be done in similar fashion. D. Before leaving shop, steel not shown or specified to be galvanized, powder epoxy coated or stainless shall receive one coat of pigmented primer recommended by Manufacturer of final paint system. PART 3 -EXECUTION 3.1 Preparation A. Make field measurements needed to fabricate and install metal fabrications before submitting Shop Drawings or ordering. Make minor changes in dimensions and alignments as needed to avoid utilities or structural conflicts. B. Sawcut pavement where pavement cuts are required prior to footing excavation. C. Clean surfaces of metalwork to contact concrete, removing all rust, dirt, grease and other foreign substances before concrete is placed. D. Secure all embedded metalwork accurately in position when concrete is placed to prevent displacement or undue vibration during or after placement of concrete. E. Where metalwork is to be installed in recesses in formed concrete, said recesses shall be made, metalwork installed, and recesses filled with dry-pack grout. 3.2 Installation A. Furnish and install gate materials at locations shown on Plans and Submittals. B. The following installation standards shall be followed: 1. Applicable OSHA and Cal OSHA regulations 2. Applicable building and fire code requirements 3. Manufacturer's installation and warranty requirements C. Refer variances between above documents and Contract Documents to Owner's Representative. D. Install gates according to Manufacturer's installation and warranty requirements. E. Install gate materials to tolerances recommended by Manufacturer. Unless otherwise shown, install fencing true, plumb, and level using precision gauges and levels. F. Footings shall be Class AA 4,000-lb and Class C 2,500-lb concrete for gates and fences respectively, crowned at top to shed water. Line post footings shall be 36" deep and 8" diameter. Other footings shall be 36" deep and 12" diameter unless otherwise shown on drawings. G. Joints in fencing and gates shall have a close fit with corner joints coped or mitered and in true alignment. H. Built-up parts shall be free of warp. I. Exposed ends and edges of metal shall be slightly rounded. END OF SECTION Saybrook Lane Lift Station Wrought Iron Gate May 2020 02810-5 THIS PAGE INTENTIONALLY BLANK Saybrook Lane Lift Station Wrought Iron Gate May 2020 02810-6 SECTION 11320 SUBMERSIBLE VORTEX SEWAGE PUMPS AND HARDWARE PART 1 —GENERAL 1_1 DESCRIPTION The CONTRACTOR shall furnish and install all material and equipment necessary to provide a complete and operable slide rail mounted duplex submersible sewage pumping system. This includes the integration of all apparatus, parts, materials and accessories, which are necessary, installed in place. The work also includes furnishing one (1) complete pump and submersible motor assembly, with suction bell, and lifting bail, delivered to the CITY Maintenance Yard as spare equipment. 1_2 RELATED SECTIONS A. The work of the following sections applies to the work of this section. Other sections, not referenced below, shall also apply to the extent required for proper performance of this work. 1. Section 01300 Submittals 2. Section 01730 Operation and Maintenance Information 3. Section 11000 Equipment General Provisions 4. Section 11175 Pumps General 5. Section 09900 Protective Coating 1.3 SYSTEM A. The sewage pumps shall be submersible vortex torque flow, heavy duty, 100 percent recessed impeller pumps. Motors shall be submersible, explosion proof rated at 1,160 rpm (maximum), 15 HP motor incorporating two single mechanical seals in an oil buffer zone, seal fail warning device, and thermal switches. Motor voltage shall be 480-volt, 3 phase. The pumps shall be rated per the table below. Units shall be clockwise rotation capable of passing 6-inch solids. Pumn Design Criteria O fgm) TDH (ft) P-1 15 HP 1,160 RPM Submersible Motor 750 20 P-2 15HP 1,160 RPM Submersible Motor 750 20 Saybrook Lane Lift Station Vortex Submersible Pumps May 2020 11320-1 B. The pump manufacturer shall warrant the units being supplied to the CITY against defects in workmanship and material for a period of 5 years from the date of notice of completion. The warranty shall be in printed form and apply to all similar units. C. Spare pump shall be identical to the duty pumps furnished and shall include: pump, submersible motor, lifting bail, and suction bell. Fastout guide shoe and lifting chain are not required. 1_4 SUBMITTALS A. Submit for approval the following in accordance with Section 01300: 1. Outline drawings, overall dimensions, and weight of the units. 2. Pump data sheet including, as a minimum, manufacturer, type, model, and specification, and electrical requirements, 3. Manufacturer's technical data shall be submitted for the pumps specified. The data shall demonstrate that the equipment covered by the data complies with the requirements specified. 4. Standard published pump curves, Special curves not acceptable. 5. A list of any and all instances where equipment proposed deviates from the Specifications. 6. Manufacturers recommended spare parts list 7. Draft copy of manufacturers proposed 5 year warranty 8. List of spare parts B. Operation and Maintenance Manual (six copies required): Submit complete manual including: 1. Copies of all shop drawings,test reports, maintenance data, and schedules, description of operation and spare parts information. 2. Furnish operation and maintenance manual in conformance with requirements of Section 01730 PART 2—MATERIALS 2.1 Use only new materials that strictly comply with the specifications 2.2 Pump shall be constructed of Ni-Hard 650 material. All internal case clearances shall be smooth and rounded with no acute turns so that large diameter solids or long stringy materials will pass through the pump with the greatest handling efficiency. Saybrook Lane Lift Station Vortex Submersible Pumps May 2020 11320-2 2.3 All external hardware shall be 316 stainless steel. 2.4 SUBMERSIBLE MOTORS A. Motors shall be U. L. approved submersible explosion proof for Class 1, Division 1. Groups C & D hazardous locations, complete with moisture detectors, thermal protection, and dual mechanical seals with an oil buffer zone. Motor voltage shall be 480-volt, 3 phase, 60 HZ. B. The motor shall be rated for continuous operation in air at rated horsepower for a minimum of 15 minutes and shall not exceed horsepower rating at the rated pumping conditions,NO EXCEPTIONS. C. The motor enclosure shall be cast-iron watertight, and sealed by the use of o- rings, and shall have rabbet joints with large overlay. The motor power cable leads shall be a minimum length of 50 feet and jointed in the motor enclosure by use of an epoxy seal in the motor cable end bracket. The motor shall have lifting eyes cast into the motor housing and shall be of adequate strength to lift the motor and pump assembly. The CONTRACTOR shall verify the required motor cable length before ordering the motors, and provide any additional length of cable required at no additional cost. D. The motor shall contain special Class B insulation with Class F materials rated for continuous duty in air at rated nameplate horsepower for a minimum of 15 minutes. The motor shall contain normally closed thermal overloads to provide overheating protection. E. The motor nameplate horsepower rating shall not be exceeded by pump brake horsepower requirement at the specified pump condition points and at a secondary point at the full wet well level. The motor nameplate shall be made of stainless steel. F. The motor shall contain two John Crane, type 21, mechanical seals and shall have tungsten carbide against tungsten carbide faces and Buna-N elastomers. The motor shall contain dual moisture-sensing probes that shall be used to detect any influx of moisture past the lower mechanical seal. Written proof shall be submitted during the submittal process to assure these items have been included in the design of the pump and motor assembly. The pump supplier shall furnish the required moisture detection relay to the pump control panel manufacturer for inclusion in the pump control panel. G. The motor shall have a one-piece 316 stainless steel shaft extending through both bearings. The bearing shall be prelubricated at the factory and shall be designed for a B-10 life of 17,500 hours. The motor fasteners shall be stainless steel. H. The motors and pumps shall be installed on a 316 stainless steel guide rail system, as required to be explosion- proof. The motors and pumps shall be installed per manufacturer's recommendations as shown on drawings. Saybrook Lane Lift Station Vortex Submersible Pumps May 2020 11320-3 2_5 SUBMERSIBLE PUMPS A. The submersible pumps shall be WEMCO (Model 6 X 11-CLCESR), or Hayward Gordon (Model XR6-12-S). For conformity to the City's standardized equipment practice, no equivalent pumping equipment shall be accepted. B. Pump Volute: The pump volute shall be of the vortex types, constructed of Ni- Hard 650 material, with a centerline design. All internal clearances shall be equal to the discharge diameter to allow large diameter solids or long stringy material to pass through the pump with the greatest solids handling efficiency. Where the pump volute and the motor mounting flange come in contact, there shall be an adapter plate, or the volute shall have an indexed register to ensure an accurate fit. C. Impeller: The pump impeller shall be of the 100 percent recessed, flat shroud, seven-vane vortex design, and shall be mounted in such a manner as to allow solids that enter the suction opening to be discharged with minimum impeller contact. The pumpage shall not have to enter the impeller in order to be discharged. Impellers that protrude into the pump volute in a manner that impedes the flow of pipe-sized solids are not acceptable. The impeller shall be constructed of NI-Hard 650 material, No Exceptions. The impeller shall be attached to the motor shaft by a stainless steel bolt, stainless steel washer, stainless steel spacer (if required), and shall be keyed to ensure a good mechanical fit. The impeller bolt shall have "Locktite" applied to ensure against the impeller falling off should the pump be operated backwards. The impeller shall be trimmed at no additional charge by the vender for the indicated pumping conditions upon the request of the user. The impeller shall be dynamically balanced in two planes and the certified report shall be inserted in the Operation and Maintenance manuals. In addition, one each replacement impeller and 316 stainless steel bolt and washer shall be furnished with each pump. D. Coatings: All internal passageways of the pump shall be coated with a 12-mil fusion bonded epoxy material that shall resist corrosion and abrasion normally found in a sewage pump station. Coating system shall be Scotchkote 206N or equal. Provide (1) one unopened,two-part epoxy touch-up kit to the City. E. Wear Plate: Each pump shall be furnished with a wear plate constructed of Ni- Hard 650 material, located behind the impeller. The wear plate shall be a minimum of 0.45"thick at the thinnest point. F. Suction Bell: Provide a 6-inch, 316 stainless steel suction bell for each pump furnished, as shown on the contract drawings. G. Lifting Bail: Provide a 316 stainless steel lifting bail for each pump furnished as shown on the contract drawings. Saybrook Lane Lift Station Vortex Submersible Pumps May 2020 11320-4 2_6 SLIDE RAIL DISCONNECT ASSEMBLY A. The slide rail base support apparatus shall be heavy duty 316 Stainless Steel and capable of supporting the full weight of the pump and motor. Rail guides and slide away coupling shall be guided by 1 '/2 -inch, 316 Stainless Steel, Schedule 40 pipe. The coupling shall be designed to allow the pump to be installed and moved without entering the wet well. The slide coupling shall mate with a stationary base elbow that is bolted to the floor of the wet well with 316 stainless steel anchor bolts. B. Pump Lifting Chain: Each pump shall be provided with a 316 stainless steel lifting chain, rated for a minimum 3 times the weight of the pump and motor assembly. Provide an eyebolt and S-hook securing the chain within reach of the wet well hatch cover. Chain shall have a rating tag affixed to it, and shall incorporate 316 stainless steel lifting rings, at 4-foot intervals. C. Pump Discharge Elbow: The pump shall be provided with a 6-inch, Class 125, 316 Stainless Steel, heavy-duty, 90-degree discharge elbow with a support leg. D. Pump Discharge: CONTRACTOR to provide 6-inch and 8-inch schedule 405, flanged class 125, 316 Stainless Steel pipe spools, as required, to match to pump slide elbow rail assembly. 2.7 SPARE PARTS A. Provide (3) three spare Ni-Hard 650 impellers, 316 stainless steel bolt, and washer, delivered to the CITY's maintenance yard. Spare impellers shall be trimmed to match the trim of the delivered pumps for the project. B. Provide(1) one unopened,two-part epoxy touch-up kit. 2.8 MOISTURE PROTECTION RELAY A. Provide (2) two moisture protection relay's for installation in the pump control panel. CONTRACTOR is responsible for delivering the relay to the pump control panel manufacturer. PART 3—EXECUTION 3.1. CERTIFICATION Complete pump and motor units shall be certified by factory testing in accordance with Hydraulic Institute of Standards requirements. The written certification report (including pump test curve) must be supplied to the CITY by the CONTRACTOR for approval prior to shipment of pumps.. Saybrook Lane Lift Station Vortex Submersible Pumps May 2020 11320-5 3.2. SHIPPING A. Pumps shall be crated and handled with extreme care to prevent damage to factory applied coatings and submersible cable. B. The spare pump shall be crated and wrapped for long term storage and delivered to the City yard by the Contractor, along with all required spare parts. C. The pump submersible cable end will be sealed with a high quality protective covering to make it impervious to moisture or water seepage prior to electrical installation. 3.3 PUMP INSTALLATION A. Pumps and drive units shall be installed in strict accordance with project specifications and the manufacturer's recommendations. B. Minor damage to pump coatings shall be repaired in the field per section 09900 painting. Pumps with major coating damage (more than 1% of surface) shall be returned to the factory for repair 3_4 MANUFACTURER SERVICES A. Manufacturer representative shall inspect the completed installation for compliance with manufacturer's recommendations. B. After the inspection, the manufacturer shall issue a letter affirming that, the installation is consistent with the manufacturer's warranty requirements and that the warranty is in full force. C. Upon completion and testing, the services of the factory-trained representative of the pump manufacturer shall be provided for a minimum of (2) two days to instruct the CITY's personnel in the proper operation and maintenance of the equipment *** END OF SECTION *** Saybrook Lane Lift Station Vortex Submersible Pumps May 2020 11320-6 ZlPall 1-112,2/20 SECTION A 5-1:�-120 NOTICE INVITING SEALED BIDS SIILr/ � for the construction of SAYBROOK LIFT STATION REPLACEMENT PROJECT CC No. C-1585 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 in the office of the City Clerk, Second Floor, 2000 Main Street, Huntington Beach, California 92648, up to the hour of 2:00 PM on May 14,2020. Due to the COVIDI9 pandemic, bids will be accepted by the City Clerk and publicly opened outside of the Council Chambers unless otherwise posted. Due to 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: htti)://www.huntingtonbeachca.gov/govemment/departments/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 AGENCY. In case of a variation between the unit price and the extension, the unit price will govern. Project Description: The project consists of the abandonment and demolition of an existing sewer lift station, and the installation of a new 750 gpm submersible sewer lift station and forcemain. The project includes the construction of new gravity sewers, storm drain, and watermain, as well as curb, gutter, sidewalk, AC paving, and other appurtenant work not mentioned above, but required as part of the Contract Documents. The work is located at the Saybrook Lane and Heil Avenue Intersection, in the Huntington Harbor Area of the City of Huntington Beach. The City is in the process of relocating existing electric, gas, and cable TV utilities. Notice to proceed will not be provided to the Contractor until these utility relocations are complete or until the Contractor has coordinated the project schedule with the utility relocations. The contract shall allow the Contractor 220 working days to complete the contract. The City anticipates the project award date to be June 1, 2020. Due to existing utility relocations, the City does not anticipate providing the Contractor with a notice to proceed earlier than September 21, 2020. The engineers estimate for construction is $3,700,000. 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 HUNTINGTON BEACH, CALIFORNIA, the 3rd day of June 2019, by Resolution No. 2019-28. Attest: /s/Robin Estanislau CITY CLERK OF THE CITY OF HUNTINGTON BEACH A-2 Switzer, Donna From: Christine Gonzalez <cgonzales@scng.com> Sent: Wednesday, April 22, 2020 9:25 AM To: Switzer, Donna Subject: Re: NISB - CC No. C-1585 Attachments: 11380497.pdf Cost $1,737.00, publication 4/30, 5/7, 5/14. Sincerely, Chrissy Gonzalez 2190 S. Towne Centre Place, Suite 100 Anaheim, CA 92806 PH# (714) 796-6736 FAX. (714) 796-4902 M-Fri 8:00 am to 4:30 pm Lunch from 2pm to 3pm caonzales0scna.com On Wed, Apr 22, 2020 at 8:03 AM Switzer, Donna<Donna.Switzer(a,surfcity-hb.org> wrote: Good morning: Please publish the attached NISB for the Saybrook Lift Station Replacement Project, in The Wave, on 4/30/20; 5/7/20; and 5/14/20. Thank you. f)&n*wwvSwX3zr Deputy City Clerk- City of Huntington Beach 2000 Main Street - Huntington Beach, CA 92648 (714)374-1649 i Donna.Switzergsurfcity-hb.org z SECTION A NOTICE INVITING SEALED BIDS for the construction of SAYBROOK LIFT STATION REPLACEMENT PROJECT CC No.C-1585 in the CITY OF HUNTINGTON BEACH PUBLIC NOTICE IS HEREBY GIVEN that the CITY OF HUN- TINGTON BEACH,as AGENCY,invites sealed bids for the above stated projects and will receive such bids in the office of the City Clerk,Second Floor,2000 Main Street,Huntington Beach,California 92648, up to the hour of 2:00 PM on May 14, 2020. Due to the COVIDI9 pandemic,bids will be accepted by the City Clerk and pub- licly opened outside of the Council Chambers unless otherwise posted. Due to 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:/Iwww.hunt i ngtonbeachca.goy/governmenttdeoa rtments/aubl is works/aids/ 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 Di- rector 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 holdersurety of equal value to the retention in accordance with the provisions of the Public Con- tract 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 re- sponse to this notice and will not be discriminated against on the ba- sis of race, color, national origin, ancestry,sex, or religion in any consideration leading to the award of contract. No bid shall be considered unless it is prepared on the approved Pro- posal forms in conformance with the Instructions to Bidders as deter- mined by the AGENCY.The bid must be accompanied by a certified check,cashiers check,or bidders bond made payable to the AGEN- CY 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 Contractors 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 AGENCY. In case of a variation between the unit price and the extension,the unit price will govern. Project Description: The project consists of the abandonment and demolition of an existing sewer lift station,and the installation of a new 750 gpm submersible sewer lift station and forcemain.The project in- cludes the construction of new gravity sewers,storm drain,and watermain,as well as curb,gutter,sidewalk,AC paving,and other appurtenant work not mentioned above,but required as part of the Contract Documents. The work is located at the Saybrook Lane and Heil Avenue In- tersection,in the Huntington Harbor Area of the City of Hun- tington Beach. The City is in the process of relocating existing electric,gas, and cable TV utilities. Notice to proceed will not be provided to the Contractor until these utility relocations are complete or until the Contractor has coordinated the project schedule with the utility relocations. The contract shall allow the Contractor 220 working days to complete the contract. The City anticipates the project award date to be June 1,2020. Due to existing utility relocations,the City does not anticipate Providing the Contractor with a notice to proceed earlier than Sep- tember 21,2020. The engineers estimate for construction is$3,700,000. The AGENCY reserves the right to reject any or all bids,to waive any irregularity and to take all bids under advisement for a maxi- mum period of 60 days. BY ORDER of the CITY COUNCIL of the CITY OF HUNTINGTON BEACH,CALIFORNIA,the3rd dayofJune2019,by Resolution No. 2019-28. Attest: /s/Robin Estanislau CITY CLERK OF THE CITY OF HUNTINGTON BEACH Published Huntington Beach Wave April 30,2020 May 7,14,2020 11380497 Nuntington Beach Wave PROOF OF PUBLICATION 2190 S.Towne Centre Place Suite 100 Anaheim, CA 92806 Legal No. 0011380497 714-796-2209 SECTION A NOTICE INVITING SEALED BIDS for the construction of 5190751 SAYBROOK LIFT STATION REPLACEMENT PROJECT cc Na.c-1385 HUNTINGTON BEACH, CITY OF CITY CLERK DEPARTMENT fnthe 2000 MAIN ST CITY OF HUNTINGTON BEACH HUNTINGTON BEACH, CA 92648-2763 Pf1BLIC NOTICE IS HEREBY GIVEN that the CITY OF HUN- TINGTON BEACH,as AGENCY,invites sealed bids for the above stated proiects and will receive such bids in the office of the City FILE NO. CC No. C-1585 Clerk,Second Floor,2000 Main Street,Huntington Beach,California 926a up to the hour of 2:00 PM on May 14, 2040. Due to the AFFIDAVIT OF PUBLICATION COVID19pondemir,bids will beoaxeptedby the City Clark and pub- licly opened outside of the Council Chambers uniess otherwise pasted. STATE OF CALIFORNIA, Due to COVID19 pandemic,copies of the Plans. Specifications, and $$. contract documents will not be available to review or mailed team the Office of the Director of Public Works,2000lmtain Street, Huntington County of Orange Beach,CA 42648. Plans,Specifications,and contract documents can be downloaded tree onAGENCY websifeot: http;/h_wrwi hurtlingtonbeochca-goyfgmyernmenUdepnrimenIs(pubtit_. worksi8i(ialu' Open website,then click on"Current Advertised Proiects"tab. I am a citizen of the United States and a resident of the Any canlratt entered into pursuant t0 this halite will inmrporale the County aforesaid; I am over the age of eighteen years,and provisions of the State Labor Cade. Pursuant to the provisions of the not a party to or interested in the above entitled matter. I Labor Cade of the State of California.the minimum prevailing rate of am the principal clerk of the Huntington Beach Wave, a Per diem wages for each Graft,classification or type of workman needed to execute the contract shall be those determined by the Di- newspaper that has been adjudged to be a newspaper of rector of Industrial Relations of the State oI Cal ilornia,which are an general circulation by the Superior Court of the County of file of ttee office of the Director of Public Wor&s,2000.Main Street, Orange, State of California, on July 1, 1998, Case No. Hunfingtan Beach,CA92648. A-185906 in and for the City of Huntington Beach, County The AGENCY will deduct 5%retention from all progress payments. of Orange, State of California;that the notice, of which the The Contractor may substitute anescrow holder surely of equal value annexed is a true printed co has been published in to the retention in accordance with the provisions of the Public Can- e copy, p tract Cade,Section IOra63. The Contractor shall be.beneficial owner of each regular and entire issue of said newspaper and not in the suretyand shall aKelveany inierestihereoa. any supplement thereof on the following dates, to wit: The AGENCY hereby affirmatively ensures that minority business enterprises will be afforded full opPorlunity to submit bids in re- 04/30/2020,05/07/2020, 05/14/2020 sponse to this notice and will not be discriminated against on the ba• sis of race,color,naifonal origin, ancestry, sex,or religion in any Consideration leading to the award of contract. No bid shell be considered an less it is prepared on the approved Pro- posal dorms in conformance with the I nstrucfians to Bidders as deter- mined by the AGENCY.The bid must be accompanied W o Certified I certify(or declare) under the penalty of perjury under the check,cashier's Check,or bidder's bond made payable to the AGEH- laws of the State of California that the foregoing is true CY for an amount no less than I0%of the amount bid, The successful and Correct: bidder shall b,:licensed in accordance with provisions of the Business and Professions Cade and shot I possess a State Contractor's License Class Aal the time of the bid opening. Executed at Anaheim, Orange County, California, on Date: May 14, 2020. 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 AGENCY. In case of a variation between the unit price and the extension,the unit price wl11 9avem. Kla �- Cm�'j Project Description: The Proiect consists of the abandonment and demolition of an existing sewer lift station,and the installation of a new 750 gpnm Signature submersible sower lift station and forcemain. The project in- cludes the construction of new gravity sewers,storm drain,and watermain, as well os curb,gutter,sidewalk. AC paving, and other appurtenant work not mentior*d above,but required as part of the Contract Documents. The work is located at the Saybrook Lane and Heil Avenue In- r.LP1 A 2/15/16 terseciion,in Cite Huntington Harbor Area of the City of Hun- tln9ton Beach, The City is in the process of relocating existing electric, gas, and cable TV utilities. Notice to proceed will not be provided to the Contractor until these utility relocations ore complete or Will the Contractor has coordf r4ted the proiect schedule with the utility relocaliona- The contract shall allow the Contractor 220 working days to complete the contract- The City anticipates the project award dote to be June 1,=. Due 10 existing utility relotaf ioms,the City does not anticipate providing the Contractor wilt a notice to proceed earlier than Sep- tember 21.20& The engi veers esli mate for tonstruclian is S3,700.00e. The AGENCY reserves the right to reiect any or all bids;to walve ony irregulority and to take all bids tinder odvisermni for o moxi- mum period of 60days- BY ORDER of the CITY COUNCIL of the CITY OF HONTINCT09 BEACH,CALIFORNIA,ihe3[d_day ofJtine_201t,by Resolution No- 2a14-2f1. Attest: fV Rabin Estanis au......__.._,..,.._._..._........._.__..._._..._..__.__...._,... CITY CLERK OFTHE CITYOF HUNTINGTON BEACH Published tluntlagton Beach Warne April X 2020 May 7,14.2020 13380x97 r.LP1-12t15/16 2 s(Iul20 (O oD//t ry) L14+ a c& �Jo c - � s� CITY OF HUNTINGTON BEACH PROJECT NAME: Saybrook Lane Sewer Lift Station CC#: CC 1585 BID OPENING DATE: 5/14/2020 TIME & LOCATION: 1&00 AM I Outside Council Chambers ENGINEER'S ESTIMATE: $3,700,000.00 BIDS SUBMITTED (AS READ AT OPENING) BIDDER'S NAME FINAL APPARENT BID RANK AMOUNT Caliba, Inc. California Building Evaluation&Construction, Inc. Charles King Company, Inc. Green Building Corp. GRFCO, Inc. L �" Lonerock, Inc. MMC, Inc- Myers and Sons Construction, LP Optima RPM; Inc- Optima RPM, Inc. Pacific Hydrotech Corp. �) Pascal & Ludwig Paulus Engineering, Inc. TE Roberts Inc. Vido Artukovich& Sons, Inc.I Vidmar, Inc. AJV PTS 05172018 Version 15 CC1585.xlsx UNSUCCESSFUL BIDS CC - 1585 Saybrook Lift Station Replacement Project City of Huntington Beach 2000 Main Street ♦ Huntington Beach, CA 92648 (714) 536-5227 ♦ www.huntingtonbeachca.gov r FFB 'Y 'PQ Office of the City Clerk 17,1909 Robin Estanislau, City Clerk August 12, 2020 Caliba Inc. 10581 Chestnut Avenue Stanton, CA 90680 RE: Saybrook Lift Station Replacement Project—CC No. 1585 Enclosed please find your original bid bond for CC-1585. Sincerely, &�444d'&o Robin Estanislau, CIVIC City Clerk RE:ds Enclosure Sister Cities: Anjo, Japan ♦ Waitakere, New Zealand SECTION C PROPOSAL for the construction of SAYBROOK LIFT STATION REPLACEMENT PROJECT CC No. C-1585 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 220 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. BID BOND 10%OF BID AMOUNT 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 l o% ", 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 1 05/08/2020 2 05/08/2020 C-2 BIDDING SCHEDULE THE CITY OF HUNTINGTON BEACH SAYBROOK LANE SEWER PUMP STATION NO.22 REPLACEMENT PROJECT CC-1585 Bid Description Estimated Unit Unit Price Total Price Item Quantity Per Plans and Specifications, furnish all labor, material and equipment to mobilize, demobilize, and provide cleanup of 1 LS construction site: provide all bonds, insurance, and obtain all permits. I C�?j• �� Per Plans and Specifications, furnish all labor, material and equipment to conduct 2 construction survey and staking of the l I"� construction site. Z� Per Plans and Specifications, furnish all labor, materials, and equipment as required to implement Construction Traffic and Pedestrian Control Plans to provide public convenience, safety and traffic control; 3 including warning signs, high level warning l LS devices, delineators, regulatory signs, barricades, and recessed trench plate bridging throughout the project. Traffic Control Plans were prepared by the Design Engineer and are provided in the Construction Drawings. 2- Per Plans and Specifications, furnish all labor, materials and equipment to Pothole and locate horizontal and vertical positions of all existing 4 utilities in the vicinity of the work. Prepare a l I'S report and submit it to the City a minimum of four (4) weeks prior to start of construction to allow revisions to current design. (p Per Plans and Specifications, provide the services of a California Registered Geotechnical Engineer with experience in all elements of the project, to provide recommendations necessary for the design of 5 the contractors shoring system, dewatering 1 1.S system,and settlement monitoring program. C-2.1 Per Plans and Specifications, furnish all labor, materials, and equipment as required, develop, design, and implement trench and excavation safety measures, consisting of sheeting, shoring, and bracing, or equivalent method for the protection of life and limb in trenches, pump station excavation, valve vault excavation, and other miscellaneous open 6 I "S excavations; and protection of all adjacent structures in conformance with applicable safety orders. The work includes preparation of shoring plans and calculations by a California registered structural engineer incorporating the requirements of the dewatering plan, and recommendations contained in the geotechnical study performed by the Contractor. Per Plans and Specifications, develop a Dewatering Plan prepared by a California Registered Geotechnical Engineer, incorporating the requirements of the shoring plan and any additional geotechnical information developed by the Contractor. The work includes: obtaining NPDES permit from the Regional Water Quality Control Board,well drilling and destruction permits from Orange County Health Department, field testing 7 required for the design of the dewatering 1 I" system, implementation of the dewatering program, treatment of dewatering discharge, and removal of the dewatering system, including monitoring wells, when no longer needed. The work also includes the cost of a water treatment system with a capacity of 700 GPM and capable of the removal of contaminants listed in the preliminary Geotechnical Report. / Per Plans and Specifications, furnish all labor, materials, and equipment as required to 8 "S develop a site-specific Storm Water 1 Pollution Prevention Plan (SWPPP). � � C-2.2 Per Plans and Specifications, furnish all labor, materials, and equipment as required to install and maintain all BMP's identified in the approved Storm Water Pollution Prevention 9 Plan (S WPPP) throughout the duration of 1 L S construction.At the completion of construction, all BMP's shall be removed by the CONTRACTOR, and the site and all facilities restored to their original condition. 02D Per Plans and Specifications, implement a site monitoring program to evaluate groundwater, settlement,and vibration in accordance with the 10 recommendations contained in the Contractor's 1 LS Geotechnical Investigation Report, for construction of the lift station sewers, wet well and valve vault. Per Plans and Specifications, furnish all labor materials and equipment necessary for sitework and demolition for the new pump station site and legally dispose of all removed 11 materials. The work includes, but is not limited 1 LS to: curb, gutter, and sidewalk removal along Saybrook Lane and Heil Ave; and restoration; removal and relocation of street signs; and all other appurtenant work required. Per Plans and Specifications, furnish all labor, materials, equipment and tools necessary to construct relocated AWWA C900 DR 18 PVC water mains in Saybrook Lane including all valves, fittings, tie-ins, testing, disinfection, 12 and high line water service. The work includes 1 I.S removal and asbestos abatement of interfering segments of the existing water main within the limits of relocation, and abandonment ofy remaining pipe with flowable fill. Per Plans and Specifications, furnish all labor, material and equipment necessary, to construct 5-foot diameter pre-cast concrete sewer manhole and 24-inch diameter concrete access 13 vault for 6-inch camlock connection, each 1 L S precast concrete structure shall have 125 mil Sancon 100 coating on all interior surfaces, including base per City Std. Plan 504 and 505, / fly and composite frame and cover. l ��/ C-2.3 Per Plans and Specifications, furnish all labor, 14 materials and equipment necessary,to construct 1 LS 12-inch diameter VCP sewer from the new manhole to the new lift station wet well. 2 Per Plans and Specifications, furnish all labor, materials and equipment necessary to construct reinforced concrete, HDPE lined 15 wet well with H-20 rated 316 stainless steel I I S lockable access hatch; access manway, pipe sleeves; concrete fillet with HDPE sheet lining; exterior waterproofing and all other required appurtenances. f Z Per Plans and Specifications, furnish all labor, materials and equipment necessary to construct reinforced concrete valve vault, 16 with H-20 rated aluminum 4-door lockable 1 LS access hatch, 316 stainless steel ladders, pipe sleeves, sump, exterior waterproofing, and all other required appurtenances Per Plans and Specifications, Furnish all labor, materials and equipment necessary and Install Wet Well Mechanical Equipment, including 2-each 15 HP, 750 gpm recessed impeller slide-rail submersible pumps and motors, and furnish a spare pump; 316 stainless steel 17 discharge elbows; 316 stainless steel discharge I LS piping, fittings and support brackets; 316 stainless steel slide-rail system, guide brackets, lifting chain and bails; 316 stainless steel cable racks, level transducer stilling well; duckbill check valve; and all other required appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary and Install Valve Vault Mechanical Equipment, including pipe, valves, fittings, couplings, 18 electromagnetic flow meter, and insulating 1 I'S flanges; double ball flexible expansion joints; valves;316 stainless steel pipe supports,bypass connection; and all other required appurtenances. C-2.4 Per Plans and Specifications, furnish all labor, materials and equipment necessary, and construct miscellaneous pipe, including all 19 fittings; thrust blocks; cathodic protection 1 LS connection to and rechannelization of existing discharge manhole; and Sancon coating of existing discharge manhole. r �� Per Plans and Specifications, furnish all labor, materials and equipment necessary, and construct 8-inch and 6-inch AWWA C900 DR 20 14 PVC a ain, including all 1 LS fittings buried p ug va�Hdischarge thrust blocks, and connecti o e is manhole and existing 6-inch bypass forcemain. �Z S Per Plans and Specifications, furnish all labor, materials and equipment necessary to 21 coordinate with Southern California Gas 1 I.S Company,and construct permanent natural gas service for the project. Per Plans and Specifications, furnish all labor, materials and equipment necessary and install 120 kW natural gas fuel emergency generator set in a sound attenuated enclosure, 22 including all conduits, wires, pipes, fittings, 1 I,S valves, controls, reinforced concrete base, 2- inch pipe from the meter service meter to the Genset, and all appurtenances. J(p2, Per Plans and Specifications, furnish all labor, materials, equipment necessary to furnish and install site electrical and instrumentation 23 systems; including conductors, raceway, I I'S switches, lights, receptacles, level transducers, float switches, and all required appurtenances. / �7 Per Plans and Specifications, furnish all labor, materials and equipment necessary and install 316 stainless steel, NEMA 4X transfer switch enclosure, including automatic transfer switch with manual bypass, double through manual transfer switch, generator receptacle; 24 coordination with SCE to provide electrical 1 I.S service to site;4-inch conduit with pull-rope for SCE conductor; 100 amp main switchboard; concrete pads for electrical equipment; and all required appurtenances; complete and in place, with all required appurtenances. C I Addendum 1, May 7,2020 C-2.5 Per Plans and Specifications, furnish all labor, materials and equipment necessary and Install 2� pump control panel and PLC panel and 1 I"� appurtenances. 2 � Z Per Plans and Specifications, furnish all labor, material and equipment necessary,and conduct 26 lift station start up and testing to full 1 LS satisfaction of the City of Huntington Beach. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and demolish existing City of Huntington Beach Saybrook Sewer Lift Station, including removal,handling, and proper disposal of lead- based paint; removal and proper disposal of all equipment within the existing Lift Station; coordination and removal of SCE service meter, main disconnect, and manual transfer switch, and delivery of salvaged equipment to 27 City Yard; removal of curb, gutter, and 1 LS sidewalk; cleaning, lining, and rechanneling of the wet well; removal of the top slab and 4-feet of the dry well structure; backfilling of remaining dry well with Class 100-E-100 slurry; re-channelizing and interior coating of an existing influent manhole; filling of existing to be abandoned pipes with low strength slurry mix; backfilling of the excavation with approved materials; restoration of sidewalk; and all appurtenant work. / Per Plans and Specifications furnish all labor, materials and equipment necessary,to construct 28 concrete curb, gutter, sidewalk, landscape 1 1.S restoration and restoration of all improvements to pre-construction condition. 2734 O b Per Plans and Specifications, furnish all labor, materials, and equipment necessary to remove and full depth replace existing disturbed aggregate base, sawcut remove and full depth replace existing disturbed asphalt concrete, provide a 2-inch asphalt cement grind, and ?�) provide a 2-inch asphalt cement cap within the 757 TON Saybrook Lane and Heil Ave intersection. Work also includes remove and replace all impacted pavement and curb markings, striping, and adjustment of existing boxes, manholes, valve cans to grade, in Saybrook �- Lane and Heil Avenue. C-2.6 Per Plan and Specification, furnish all labor, materials, and equipment necessary to install temporary inclinometers, should they be 0 recommended or required by the Contractor's 4 LA Geotechnical Engineer or Structural Engineer. No payment shall be made if inclinometers are ��� not installed. Allowance for permitting — SCE connection fee, SCE permit fee, and SCAQWD permit fee. 1 Payment will be based on the actual fee paid by 1 LS $25,000 $25,000 the contractor. No additional mark-up is allowed. TOTAL BID ITEMS 1 THRU 30 FOR SAYBROOK LANE SEWER PUMP STATION REPLACEMENT PROJECT $ /2 l� `l`f Total Amount of Base Bid in Writing: ree Note: Refer to Section 9-3, Measurement and Payment for descriptions of each item on the Bid Schedule. Refer to Section 01025 Measurement and Payment for additional details. All extension of unit prices will be subject to verification by the Owner. In case verification is required between unit price and extension, the unit price will govern. The Owner reserves the right to reject all proposals and bid items. C-2.7 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 Item(s) Subcontractor License Registration # Amount Contract Number 2 0037 71 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 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 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 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 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 foregoing is true and correct and that this declaration is executed on 05/11/20 , at STANTON --CA Date City State ALLEN OTHMAN , being first duly sworn, deposes and says that he or she is PRESIDENT/CEO of CALIBA INC. 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. CALIBA INC. Name of Bidder ALLEN OTHMAN- PRESIDENT/CEO Signature of Bidder 10581 CHESTNUT AVENUE, STANTON, CA 90680 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 Saybrook Lift Station Replacement 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. CALIBA INC. Contractor By ALLEN OTHMAN PRESIDENT/CEO Title Date: 05/11/2020 C-5 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? ❑ Yes ® No If the answer is yes, explain the circumstances in the space provided. NOT APPLICABLE 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 I will comply with such provisions before commencing the performance of the work of this contract. CALIBA INC. Contractor By ALLEN OTHMAN PRESIDENT/CEO Title Date: 05/11/2020 C-7 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: CALIBA INC. Bidder Name 10581 CHESTNUT AVENUE Business Address STANTON CALIFORNIA 90680 City, State Zip ( 714 ) 886-2887 bidding@calibainc.com Telephone Number Email Address 657694-CLASS A, B, C-10, C-36 State Contractor's License No. and Class 10/29/1992 Original Date Issued 06/20/2021 Expiration Date The work site was inspected by N/A of our office on N/A , 201_. The following are persons, firms, and corporations having a principal interest in this proposal: ALLEN OTHMAN - PRESIDENT/CEO 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. CALIBA INC. Company Name Signature of Bidder ALLEN OTHMAN - PRESIDENT/CEO Printed or Typed Signature C-8 NOTARY CERTIFICATE Subscribed and sworn to before me this/9�-cray of fqaq 2034, . 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�' i/�m,cm ) County of On before me, MVnth, Day, and Year Bert Name and Title of Nodafy personally appeared ��/� _ (� 1fi4et44,_ Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(sj whose nam44at-6' subscribed to the within instrument and acknowledged to me that0she6hey executed the same in�hht5r authorized capacity(ies%-and that by4q0bar/their-signature*on the instrument the person(, or the entity upon behalf of which the personfs)-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. ►.a WITNESS my hand and official seal. *my HAIOY ABOSALAMA Notary Public•California Orange County Commission#2270465 Comm.Expires Dec 10,2022 Signature ignature 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 lift stations of similar size, protect work within public streets, an area containing hil4h ground water and pipeline construction in high 14round water regions with shored excavations up to 30 feet below existing ground and 25 feet below sea level.. 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: 1 OMNITRANS- 1700 W. FIFTH STREET, SAN BENARDINO, CA 92411 Name and Address of Public Agency (WORKED AS SUB UNDER USS CAL BUILDERS) Name and Telephone No. of Project Manager: JONATHAN KLIORA 951-807-5506(USS CAL BUILDERS) PARTIAL OF $14,720,226 VEHICLE MAINTENANCE FACILITY MODIFICATION 06/03/2015 Contract Amount Type of Work Date Completed Provide additional project description to show similar work: Demo& build fuel island, set up temp gasoline/LNG dispersing; demo&build bus wash. Set up temp bus wash; convert 3 bus bays o& Build Bus Was s; restripe parking lot; Construct MDS to performance specs 2. CITY OF ANAHEIM -200 SOUTH ANAHEIM BLVD.,ANAHEIMM, CA 92805 Name and Address of Public Agency (WORKED AS SUB UNDER USS CAL BUILDERS) Name and Telephone No. of Project Manager: JONATHAN KLIORA 951-807-5506(USS CAL BUILDERS) PARTIAL OF$6,557,376 WATER RECYCLING DEMONSTRATION PROJECT 05/08/2013 Contract Amount Type of Work Date Completed Provide additional project description to show similar work: New construction of the Anaheim Water Recycling Facility which includes a 50,000 gallon per day recycled water filtration plant, including ility, influent fine screen pre-anoxic tanks aeration tanks, post-anoxic tanks membrane filtration modules, ozone generator,ozone contactor, UV reactor, recycled water clear well, chemical storage facilities,chemical feed facilities, and appurtenant work. 3. SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY-ONE GATEWAY PLAZA, LOS ANGELES, CA 90012 Name and Address of Public Agency (WORKED AS SUB UNDER USS CAL BUILDERS) Name and Telephone No. of Project Manager: RABIH ELZEIN 949-295-1800(USS CAL BUILDERS) PARTIAL OF 10,772,940 SCRRA TRAIN CONTROL&OPERATIONS SUPPORT 11/11/2014 Contract Amount Type of Work Date Completed Provide additional project description to show similar work: Design Build a brand new 2 story office building of approximately 22.000 sq.ft. for main location for operations to monitor movement of Metrolink, Amtrak and freight trains across five-county rail systems of southern California 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. RABIH EL-ZEIN Name of proposed Project Manager Telephone No. of proposed Project Manager: 949-295-1800 Design Build a brand new 2 story office building of approximately 22,000 sq.ft.for main location for SCRRA TRAIN CONTROL& operations to monitor movement of Metrolink,Amtrak OPERATION SUPPORT $ 10M and freight trains across five-county rail systems of 2014 southern California Project Name & Contract Amount Type of Work Date Completed Interior n exterior improvements to the existing buildings,a new lobby addition,mechanical building addition,exterior courtyard,exterior plaza,structural upgrade to the building including new concrete shear BUILDING A MODERNIZATION $41 M walls,foundations,floor and roof diaphragms and framing, 2012 blF Project Name & Contract Amount Type o Worklul Date Completed LA KRETZ INNOVATION CAMPUS RENOVATION OF 64,000 SF BUILDING 2015 Project Name & Contract Amount Type of Work Date Completed 2. FERNANDO CALDERON Name of proposed Superintendent Telephone No. of proposed Superintendent: 714-886-2887 PUENTE HILLS INTERMODAL FACILITY $80M, INTERMODAY FACILITY RAIL YARD 2013 Project Name & Contract Amount Type of Work Date Completed BUFFER PARK$6M NEW PARK FOR THE CITY OF SANTA MONICA 2017 Project Name & Contract Amount Type of Work Date Completed LA KRETZ INNOVATION CAMPUS RENOVATION OF 64,000 SF BUILDING 2015 Project Name & Contract Amount Type of Work Date Completed C-I 1 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/PublieWorks/SB854FactSheet 6.30.14.pdf DIR's Contractor Registration Link—Call (844) 522-6734 https://efiling.dir.ca.gov/P WCR/ActionServlet?action=displayPWCRegistrationForm DIR's Contractor Registration searchable database: https://efiling.dir.ca.gov/PWCR/Search.action I 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. CALIBA INC. Contractor LALLEN OTHMAN By bidding@calibainc.com �',117 311 PESIDENT/CEO Title Date: 05/11/2020 PWC Registration #: 1000041461 C-12 City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER ONE For SAYBROOK LIFT STATION REPLACEMENT PROJECT CC 1585 May 7, 2020 Notice to All Bidders: Please note the following clarifications to the Project Plans,Specifications, and Special Provisions 1) Cover Sheet and Sheet Al of the Project Specifications: Replace the listed bid due date of May 14, 2020 at 2:00 PM with the new bid due date of May 14, 2020, at 10:00 AM. Due to the COVID-19 pandemic, bids hand delivered, will be accepted between the hours of 9:00 AM and 10:00 AM, immediately outside of the Huntington Beach Civic Center entrance, on the day of the bid. Bids will be publicly opened in the same area to allow for social distancing. It is advised that bidders arrive earlier than normal to deliver bids and to allow for additional bid processing and acceptance times due to safety measures described above. 2) Sheet 5/G-5, has been modified, Construction Notes 51 and 101 have been changed. 3) Sheet 7/G-7, the construction sequence has been modified to accommodate changes to provide continuous electrical service to the existing sewer lift station. 4) Sheet 8/D-1, a note to include the partial demolition of an existing SCE vault was added. 5) Sheet 10/C-1 has been modified to include a buried plug valve at the upstream end of the force main. A note has been added to include the partial demolition of an existing SCE vault. 6) Sheet 11/C-2, a note to include the partial demolition of an existing SCE vault was added. 7) Sheet 12/C-3, a note to include the partial demolition of an existing SCE vault was added. 8) Sheet 14/C-5, project coordinates have been modified. 9) Sheet 15/C-6 has been modified to correct an error in the LEGEND which differentiates the pavement GRIND AND CAP from the FULL DEPTH PAVEMENT REPLACEMENT. 10) Sheet 16/C-7 the project Signing and Striping Plan has extensive changes. Bidders are encouraged to review this sheet in its entirety prior to the bid. 11) Sheet 19/CD-3, has been revised near the project generator. 12) Sheet 25/M-1, has been modified to allow a choice of two different brands of submersible wetwell pumps, in accordance with the revised specification. 13) Sheet 26/M-2, has been modified to allow a choice of two different brands of submersible wetwell pumps, in accordance with the revised specification. 14) Sheet 29/E-3, a conduit has been added to maintain continuous electrical service to the existing lift station. 15) Sheet 30/E-4, modifications to the electrical conduit plan. 16) Sheet 31/E-5, modifications to the electrical conduit plan. 17) SCE PRELIMINARY PLAN TD1486496, this plan shows the conduit 1-P run in its entirety. 18) Bid Schedule Sheet C-2.5, Bid Item 20, has been modified to include a buried plug valve. 19) Specification Section 02810, has been added. This section provides Wrought Iron Gate Details. 20) Specification Section 11320, has been modified to allow a choice of two different brands of submersible wetwell pumps. This is to acknowledge receipt and review of Addendum Number One,dated May 7, 2020. CALIBA INC. Company Name ALL N OTHMAN - PRES ENT/CEO By 05/11/2020 Date 1 of 1 of Addendum No. 1 City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER TWO For SAYBROOK LIFT STATION REPLACEMENT PROJECT CC 1585 May 8, 2020 Notice to All Bidders: Please note the following clarifications to the Project Plans, Specifications,and Special Provisions 1) The bid date and time remain the same as announced in Addendum Number One: Bids are due on May 14, 2020, at 10:00 AM. Due to the COVID-19 pandemic, bids hand delivered, will be accepted between the hours of 9:00 AM and 10:00 AM, immediately outside of the Huntington Beach Civic Center entrance, on the day of the bid. Bids will be publicly opened in the same area to allow for social distancing. It is advised that bidders arrive earlier than normal to deliver bids and to allow for additional bid processing and acceptance times due to safety measures described above. 2) Delete Appendix K: the Geotechnical Report. The Geotechnical Report from a different project was inadvertently published. Insert Appendix K Addendum Two: The Geotechnical Report for the Saybrook Lift Station and the Limited Environmental .Report for the Saybrook Lift Station. This is to acknowledge receipt and review of Addendum Numbe Two,dated May 8, 2020. CALIBA INC. Company Name ALLEN OTHMAN -PRESIDENT/CEO By 05/11/2020 Date 1 of 1 of Addendum No. 2 Document A310 TM - 2010 Conforms with The American Institute of Architects AIA Document 310 Bid Bond CONTRACTOR: SURETY: (Name,legal status and address) (Name,legal siafus and principal place r f butlne s) United States Fire Insurance Company Caliba, Inc. 305 Madison Avenue Morristown, NJ 07962 This document has important 10581 Chestnut Avenue legal consequences.Consultation Stanton, CA 90680 Mailing Address for Notices with an attorney is encouraged 305 Madison Avenue with respect to its completion or OWNER: modification. (Name,legal staters and address) Morristown, NJ 07962 Any singular reference to Contractor,Surety Owner or City of Huntington Beach other party shall be considered 2000 Main Street plural where applicable. Huntingon Beach, CA 92648 BOND AMOUNT: 10% Ten Percent of the Bid Amount PROJECT: (Ndate,location or address and Project number,ijatn} Saybrook Lift Station Replacement Project; CC No. 1585, Saybrook Lane and Heil Avenue(Intersection) Huntington Beach, CA 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 Ounicr and Contractor,and the Contractor either(1)enters into a contract with the Owner in accordance with the terms of such bid,and gives such bond or bonds as inky be specified in the bidding or Contract Documents,with a surety admitted in the jurisdiction of the Project mid otherwise acceptable to the Owner,for the faithful performance of such Contract and for the prompt payment 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 aniotult specified in said bid and such larger muount for which the Owner may in good faith contract with another party to perliirm the work covered by said bid,then this obligation shall be null and void,otherwise to remain in I Lill force and ell'ect.The Surety hereby waives any notice of.an agreement between the Owner and Contractor to extend the lime 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 Tile aggregate beyond the time for acceptance ol'bids specified in the bid docurnertu-,and the Owner and Contractor shall obtain the Surety s consent lbr an extension beyond sixty(60)days. If this Bond is issued in connection with a subcontractor's bid to a Contractor,the tern Contractor in this Bond shall be doomed to be Subcontractor and the term Owner shall be deemed to be Contractor. When this Bond has been furnished to comply with u statutory or other legal requirement in the location ol'the Project,any provision in this i3ond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to Stich statutory or other legal requirement%hail be deemed incorlxlrated herein.When So furnished,the intent is that this Bond shall be construed as a statutory bond and not a%a common law bond. Signed and scaled this 12th day of May, 2020. Caliba, Inc. (Principal) (seal) (117nnss) By: e)/I-17--e ' h United States Fire Insurance Company (Surenj (soap (1T'(hresc) By: (llrle)C.K. Nakamura Attorney-in-Fact S•0054/AS 8/10 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 ) On , before me, Lisa L. Thornton, Notary Public, personally appeared C.K. Nakamura , who proved to me on the basis of satisfactory evidence to be the persons} whose name{ is/afe subscribed to the within instrument and acknowledged to me that 4e�sheA4" executed the same in 4k,/her theiF authorized capacity(, and that by 4k_4her�theif signatures; on the instrument the person{s4, or the entity upon behalf of which the person{s4 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. LISP.L.THORNTON Notary Public California Los Angeies County JCommission;2291872 My Comm.Expires Jul 5,2023 SignatQLisa (Seal) ot y P blic POWER OF ATTORNEY UNITED STATES FIRE INSURANCE COMPANY PRINCIPAL OFFICE-MORRISTOWN,NEW JERSEY 01687411320 KNOW ALL MEN BY THESE PRESENTS:That United States Fire Insurance Company,a corporation duly organized and existing under the laws of the state of Delaware,has made,constituted and appointed,and does hereby make,constitute and appoint: C.K.Nakamura,Noemi Quiroz,Maria Pena, Tim M. Tomko,Tiffany Coronado,Jessica Rosser,Natalie K. Trofimgf,, Lisa L.Thornton,Patricia S.Arana each,its true and lawful Attomey(s)-In-Fact,with full power and authority hereby conferred in its name,place and stead,to execute,acknowledge and deliver.Any and all bonds and undertakings of surety and other documents that the ordinary course of surety business may require,and to bind United States Fire Insurance Company thereby as fully and to the same extent as if such bonds or undertakings had been duly executed and acknowledged by the regularly elected officers of United States Fire Insurance Company at its principal office,in amounts or penalties not exceeding:Seven Million,Five Hundred Thousand Dollars($7,500,000). This Power of Attorney limits the act of those named therein to the bonds and undertakings specifically named therein,and they have no authority to bind United States Fire Insurance Company except in the manner and to the extent therein stated. This Power of Attorney revokes all previous Powers of Attorney issued on behalf of the Attomeys-In-Fact named above and expires on January 31,2021. This Power of Attorney is granted pursuant to Article IV of the By-Laws of United States Fire Insurance Company as now in full force and effect,and consistent with Article III thereof,which Articles provide,in pertinent part: Article IV,Execution of Instruments-Except as the Board of Directors may authorize by resolution,the Chairman of the Board,President,any Vice-President, any Assistant Vice President,the Secretary,or any Assistant Secretary shall have power on behalf of the Corporation: (a) to execute,affix the corporate seal manually or by facsimile to,acknowledge,verify and deliver any contracts,obligations, instruments and documents whatsoever in connection with its business including,without limiting the foregoing,any bonds,guarantees,undertakings,recognizances,powers of attorney or revocations of any powers of attorney,stipulations,policies of insurance,deeds,leases,mortgages,releases,satisfactions and agency agreements; (b) to appoint, in writing,one or more persons for any or all of the purposes mentioned in the preceding paragraph(a),including affixing the seal of the Corporation. Article III, Officers, Section 3.11, Facsimile Signatures. The signature of any officer authorized by the Corporation to sign any bonds, guarantees, undertakings,recognizances,stipulations,powers of attorney or revocations of any powers of attorney and policies of insurance issued by the Corporation may be printed,facsimile,lithographed or otherwise produced. In addition,if and as authorized by the Board of Directors,dividend warrants or checks,or other numerous instruments similar to one another in form,may be signed by the facsimile signature or signatures,lithographed or otherwise produced,of such officer or officers of the Corporation as from time to time may be authorized to sign such instruments on behalf of the Corporation. The Corporation may continue to use for the purposes herein stated the facsimile signature of any person or persons who shall have been such officer or officers of the Corporation, notwithstanding the fact that he may have ceased to be such at the time when such instruments shall be issued. IN WITNESS WHEREOF,United States Fire Insurance Company has caused these presents to be signed and attested by its appropriate officer and its corporate seal hereunto affixed this 22nd day of August 2019. UNITED STATES FIRE INSURANCE COMPANY ok" Anthony R Slimowicz,Executive Vice President State of Pennsylvania } County of Philadelphia} On this 22nd day of August 2019, before me, a Notary public of the State of Pennsylvania, came the above named officer of United States Fire Insurance Company,to me personally known to be the individual and officer described herein,and acknowledged that he executed the foregoing instrument and affixed the seal of United States Fire Insurance Company thereto by the authority of his office. Xa_t Commonwealth of Pennsylvania—NotarySeal s� '� Tamara Watkins,Notary Public Philadelphia County Tamara Watkins (Notary Public) My commission expires August 22,2023 Commission number 1348843 I,the undersigned officer of United States Fire Insurance Company,a Delaware corporation,do hereby certify that the original Power of Attorney of which the foregoing is a full,true and correct copy is still in force and effect and has not been revoked. IN WITNESS WHEREOF,I have hereunto set my hand and affixed the corporate seal of United States Fire Insurance Company on the day of 20 UNITED STATES FIRE INSURANCE COMPANY Al Wright,Senior Vice President 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 05/13/2020 before me, HAIDY ABOSALAMA, A NOTARY PUBLIC (insert name and title of the officer) personally appeared ALLEN OTHMAN who proved to me on the basis of satisfactory evidence to be the erson�,8'f whose name(K is/� subscribed to the within instrument and acknowledged to me th he executed the same in his/her/tl si-authorized capacity(LW, and that by his/her/their signatures on the instrument the person(p), or the entity upon behalf of which the person(Of 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. 4 s,•i ry HAIDY ABOSALAMA WITNESS my hand and official seal. _ Notary Public-California z ' '� +'' Orange County Commission#2270465 My Comm.Expires Dec 10,2022 Signature (Seal) PHONE(714)886-2887 CALIBA INC. FAX(714)503-6805 LICENSE NO.657694/DIR NO.1000041461 bidding@calibainc.com 10581 Chestnut Avenue,Stanton,CA 90680 www.calibaincorporation.com SAYBROOK LIFT STATION REPLACEMENT CC NO. 1585 g�l U Iw CITY OF HUNTINGTON BEACH pyd f CITY CLERK OFFICE G1 f� ZQi 2000 MAIN STREET G `C HUNTINGTON BEACH, CA 92648Ul SEALED BID BID DATE: MAY 14,2020 ENCLOSED BID TIME:10:00 AM - - - - - - - - - - - - - 0011 4. d' ."2 - City of Huntington Beach 2000 Main Street ♦ Huntington Beach, CA 92648 (714) 536-5227 ♦ www.huntingtonbeachca.gov Office of the City Clerk Robin Estanislau, City Clerk August 12, 2020 GRFCO Inc. P.O. Box 1747 Brea, CA 92822-1747 RE: Saybrook Lift Station Replacement Project—CC No. 1585 Enclosed please find your original bid bond for CC-1585. Sincerely, e& Robin Estanislau, CIVIC City Clerk RE:ds Enclosure Sister Cities: Anjo, Japan ♦ Waitakere, New Zealand S SECTION C PROPOSAL for the construction of SAYBROOK LIFT STATION REPLACEMENT PROJECT CC No. C-1585 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 220 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 (3ld-1tA (3cP•e� in the amount of /G "1& 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 No. Date Received Bidder's Signature I 5-'16- I Z C-2 BIDDING SCHEDULE THE CITY OF HUNTINGTON BEACH SAYBROOK LANE SEWER PUMP STATION NO.22 REPLACEMENT PROJECT CC-1585 Bid Description Estimated Unit Unit Price Total Price Item Quantit Per Plans and Specifications, furnish all labor, material and equipment to mobilize, „ � �— 1 demobilize, and provide cleanup of 1 LS dt) j construction site: provide all bonds, insurance, and obtain all permits. Per Plans and Specifications, furnish all labor, 2 material and equipment to conduct 1 LS j — — construction survey and staking of the 1 construction site. Per Plans and Specifications, furnish all labor, materials, and equipment as required to implement Construction Traffic and Pedestrian Control Plans to provide public convenience, safety and traffic control; 3 including warning signs, high level warning 1 LS devices, delineators, regulatory signs, barricades, and recessed trench plate bridging throughout the project. Traffic Control Plans were prepared by the Design Engineer and are provided in the Construction Drawings. Per Plans and Specifications, furnish all labor, materials and equipment to Pothole and locate horizontal and vertical positions of all existing 4 utilities in the vicinity of the work. Prepare a l LS �Q�`x�- rj� report and submit it to the City a minimum of four (4) weeks prior to start of construction to allow revisions to current design. Per Plans and Specifications, provide the services of a California Registered Geotechnical Engineer with experience in all elements of the project, to provide recommendations necessary for the design of 5 the contractors shoring system, dewatering 1 LS system,and settlement monitoring program. � WOW— C-2.1 Per Plans and Specifications, furnish all labor, materials, and equipment as required, develop, design, and implement trench and excavation safety measures, consisting of sheeting, shoring, and bracing, or equivalent method for the protection of life and limb in trenches, pump station excavation, valve vault 6 excavation, and other miscellaneous open 1 LS excavations; and protection of all adjacent structures in conformance with applicable safety orders. The work includes preparation of shoring plans and calculations by a California registered structural engineer incorporating the requirements of the dewatering plan, and recommendations contained in the geotechnical study performed by the Contractor. Per Plans and Specifications, develop a Dewatering Plan prepared by a California Registered Geotechnical Engineer, incorporating the requirements of the shoring plan and any additional geotechnical information developed by the Contractor. The work includes: obtaining NPDES permit from the Regional Water Quality Control Board,well drilling and destruction permits from Orange 7 County Health Department, field testing 1 LS required for the design of the dewatering 510ca- system, implementation of the dewatering program, treatment of dewatering discharge, and removal of the dewatering system, including monitoring wells, when no longer needed. The work also includes the cost of a water treatment system with a capacity of 700 GPM and capable of the removal of contaminants listed in the preliminary Geotechnical Report. Per Plans and Specifications, furnish all labor, 8 materials, and equipment as required to I LS develop a site-specific Storm Water �� � 1[ 7 Pollution Prevention Plan (SWPPP). C-2.2 Per Plans and Specifications, furnish all labor, materials, and equipment as required to install and maintain all BMP's identified in the approved Storm Water Pollution Prevention 9 Plan (SWPPP) throughout the duration of 1 LS ,coo_ _ construction.At the completion of construction, all BMP's shall be removed by the CONTRACTOR, and the site and all facilities restored to their original condition. Per Plans and Specifications, implement a site monitoring program to evaluate groundwater, settlement,and vibration in accordance with the 10 recommendations contained in the Contractor's 1 LS Geotechnical Investigation Report, for construction of the lift station sewers, wet well and valve vault. Per Plans and Specifications, furnish all labor materials and equipment necessary for sitework and demolition for the new pump station site and legally dispose of all removed 11 materials. The work includes,but is not limited I LSIaS,Cx�- to: curb, gutter, and sidewalk removal along Saybrook Lane and Heil Ave; and restoration; removal and relocation of street signs; and all other appurtenant work required. Per Plans and Specifications, furnish all labor, materials, equipment and tools necessary to construct relocated AWWA C900 DR 18 PVC water mains in Saybrook Lane including all 12 valves, fittings, tie-ins, testing, disinfection, 1 LS and high line water service. The work includes removal and asbestos abatement of interfering segments of the existing water main within the limits of relocation, and abandonment of remaining pipe with flowable fill. Per Plans and Specifications, furnish all labor, material and equipment necessary, to construct 5-foot diameter pre-cast concrete sewer manhole and 24-inch diameter concrete access 13 vault for 6-inch camlock connection, each 1 LSl }-� L�c CCC�_ precast concrete structure shall have 125 mil Sancon 100 coating on all interior surfaces, including base per City Std. Plan 504 and 505, and composite frame and cover. C-2.3 Per Plans and Specifications, furnish all labor, materials and equipment necessary,to construct 14 12-inch diameter VCP sewer from the new 1 LS l� _ l�� — manhole to the new lift station wet well. Per Plans and Specifications, furnish all labor, materials and equipment necessary to construct reinforced concrete, HDPE lined 15 wet well with H-20 rated 316 stainless steel 1 LS lockable access hatch; access manway, pipe sleeves; concrete fillet with HDPE sheet lining; exterior waterproofing and all other required appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary to construct reinforced concrete valve vault, 16 with H-20 rated aluminum 4-door lockable 1 LSs access hatch, 316 stainless steel ladders, pipe sleeves, sump, exterior waterproofing, and all other required appurtenances Per Plans and Specifications, Furnish all labor, materials and equipment necessary and Install Wet Well Mechanical Equipment, including 2-each 15 HP, 750 gpm recessed impeller slide-rail submersible pumps and motors, and furnish a spare pump; 316 stainless steel 17 discharge elbows; 316 stainless steel discharge 1 LS GOD_ aoo, _ piping, fittings and support brackets; 316 stainless steel slide-rail system, guide brackets, lifting chain and bails; 316 stainless steel cable racks, level transducer stilling well; duckbill check valve; and all other required appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary and Install Valve Vault Mechanical Equipment, including pipe, valves, fittings, couplings, 18 electromagnetic flow meter, and insulating 1 LS 9 S)OW-- (��S' flanges; double ball flexible expansion joints; valves;316 stainless steel pipe supports,bypass connection; and all other required appurtenances. C-2.4 Per Plans and Specifications, furnish all labor, materials and equipment necessary, and construct miscellaneous pipe, including all 19 fittings; thrust blocks; cathodic protection 1 LS L40) _ � }_ connection to and rechannel ization of existing discharge manhole; and Sancon coating of existing discharge manhole. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and construct 8-inch and 6-inch AWWA C900 DR 20 14 PV a ain, including all 1 LS ,JDOD 5 �— fittingN;� ug�!nedischarge thrust blocks, and conne e manhole and existing 6-inch bypass forcemain. Per Plans and Specifications, furnish all labor, materials and equipment necessary to 21 coordinate with Southern California Gas 1 LS Company,and construct permanent natural gas service for the project. Per Plans and Specifications, furnish all labor, materials and equipment necessary and install 120 kW natural gas fuel emergency 22 generator set in a sound attenuated enclosure, 1 LS I9O '90 including all conduits, wires, pipes, fittings, valves, controls, reinforced concrete base, 2- inch pipe from the meter service meter to the Genset, and all appurtenances. Per Plans and Specifications, furnish all labor, materials, equipment necessary to furnish and install site electrical and instrumentation 23 systems; including conductors, raceway, 1 LS 'q-)'ocLr)_ ni�sI switches, lights, receptacles, level transducers, float switches, and all required appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary and install 316 stainless steel, NEMA 4X transfer switch enclosure, including automatic transfer switch with manual bypass, double through manual transfer switch, generator receptacle; 24 coordination with SCE to provide electrical 1 LS �� �I� service to site;4-inch conduit with pull-rope for SCE conductor; 100 amp main switchboard; concrete pads for electrical equipment; and all required appurtenances; complete and in place, with all required appurtenances. Addendum 1,May 7,2020 C-2.5 Per Plans and Specifications, furnish ,all labor, 25 materials and equipment necessary and Install 1 LS pump control panel and PLC panel and �,G�O-- 4(. appurtenances. Per Plans and Specifications, furnish all labor, 26 material and equipment necessary,and conduct 1 LS lift station start up and testing to full U� satisfaction of the City of Huntington Beach. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and demolish existing City of Huntington Beach Saybrook Sewer Lift Station, including removal, handling, and proper disposal of lead- based paint; removal and proper disposal of all equipment within the existing Lift Station; coordination and removal of SCE service meter, main disconnect, and manual transfer switch, and delivery of salvaged equipment to 27 City Yard; removal of curb, gutter, and 1 LS sidewalk; cleaning, lining, and rechanneling of the wet well; removal of the top slab and 4-feet of the dry well structure; backfilling of remaining dry well with Class 100-E-100 slurry; re-channelizing and interior coating of an existing influent manhole; filling of existing to be abandoned pipes with low strength slurry mix; backfilling of the excavation with approved materials; restoration of sidewalk; and all appurtenant work. Per Plans and Specifications furnish all labor, materials and equipment necessary,to construct 28 concrete curb, gutter, sidewalk, landscape 1 LS 1— restoration and restoration of all improvements to pre-construction condition. Per Plans and Specifications, furnish all labor, materials, and equipment necessary to remove and full depth replace existing disturbed aggregate base, sawcut remove and full depth replace existing disturbed asphalt concrete, provide a 2-inch asphalt cement grind, and 29 provide a 2-inch asphalt cement cap within the 757 TON 1 40— Saybrook Lane and Heil Ave intersection. Work also includes remove and replace all impacted pavement and curb markings, striping, and adjustment of existing boxes, manholes, valve cans to grade, in Saybrook Lane and Heil Avenue. C-2.6 Per Plan and Specification, furnish all labor, materials, and equipment necessary to install temporary inclinometers, should they be 30 recommended or required by the Contractor's 4 EA cco_ �' ccD— Geotechnical Engineer or Structural Engineer. W No payment shall be made if inclinometers are not installed. Allowance for permitting - SCE connection fee, SCE permit fee, and SCAQWD permit fee. 31 Payment will be based on the actual fee paid by 1 LS $25,000 $25,000 the contractor. No additional mark-up is allowed. TOTAL BID ITEMS 1 THRU 30 FOR SAYBROOK LANE SEWER PUMP $ ,���� STATION REPLACEMENT PROJECT Total Amount of Base Bid in Writing: �)aoc tA,010r 5LX Nvnc`te� Q'r�jL•-jt�-ea�"�` �h�S�ry� V1�r� ��►�cl,.c cry Zo,� c9-�• � Note: Refer to Section 9-3, Measurement and Payment for descriptions of each item on the Bid Schedule. Refer to Section 01025 Measurement and Payment for additional details. All extension of unit prices will be subject to verification by the Owner. In case verification is required between unit price and extension,the unit price will govern. The Owner reserves the right to reject all proposals and bid items. C-2.7 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 Item(s) Subcontractor License Registration# Amount Contract Number L�a Oil bar Gar e, L5t6o1 i i=c0 31 W 70yc��wuQQ AOL jc-, )C691� :--t.. 1t�o033tt $ lay►, YL.�ve.�S;dQ.�• q�,SO 5 Asci�-1�d ►is a$loo Wt k t,%A Ate. `b�l hoc 79.*a (q to W0DdP_,te%'jern`rear' ClerS C1- I,-s13$ A4 ic, CLcao- T,(.0 C-io iOLYb4io33 1j�4&_ GayN, "fC-(�P-fW_V Cc- Ctb&I D �q ��bN1�Jinee< ��tive- '1+-�� ��OoOg$`lq 37,Dt✓0— 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 on 5/y 20, at Pe -,'s , Q Date City State ��c�►-5 e �ra5''` , being first duly sworn, deposes and says that he or she is of ORFC4IhIC, 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. WYM IN e of idder Sign re oJUBidder GRFCO, INC. Y.O. BOX 1747 Address of Bidder C-4 CALIFORNIA ALL PURPOSE 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 RIVERSIDE _ } On USAbefore me,_ James Craig Jackson Notary Date Insert Name and Title of the officer Public, personally appeared _ George Frost Name(s) of Signers) 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. TAMES CRAIG JACKSON COMM#2273664 a NOTARY PUBLIC-CALIFORNIA rn a RIVERSIDE COUNTY =- My Commission Expires Dec.31,2022 Signature. _ ..:,....... � --------------------------------------------------------------- OPTIONAL-----------------------_-----------------------------------.. Though this section is optional, completing this information can deter alteration of the document or fraudulent attachment 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) Signers Name: George FrostFrost Signers Name: 0 Corporate Officer—Title(s) President&Secretary ❑ 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: GRFCC), Inc_ Signer is Representing:_ __ 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 Saybrook Lift Station Replacement 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. WC C ntractor C_ By Title Date: `y 2 ) C-5 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? ❑ Yes UN-o 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 G . Frost's previous company (SCU) was debarred by the City of San Diego 19 years ago (June of 2000) but not due to a violation of law or a safety regulation. 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 I will comply with such provisions before commencing the performance of the work of this contract. o,INC. C tractor By Title Date: 5 /te L6 C-7 40 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: GRFCO,.I NC. Bidder Name P.O.BOX 1747 BREA,CA 92822-1747 Business Address City, State Zip (451 ) -7- j?g -7 ��-7'CC�P Telephone Number Emaif Address 2 �/ 0 /3 State Contractor's License No. and Class Original Date Issued 7- 3 /- 21 Expiration Date The work site was inspected by (5, �-rb 5f of our office on /� , 2016. The following are persons, firms, and corporations having a principal interest in this proposal: C RFCO.INC. 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. INC ompany NAme Sign re of Bidder F-r-0s7- Printed or Typed Signature C-8 CONTRACTORS STATE LICENSE BOARD �... ., .. .,y ACTIVE LICENSE ... 291013 Eroy CORP ,.. GRFCO INC DBA ONSITE KRUSHING A E¢:r"em Otl. 07/31/2021 www.cslb.ca.gov heck,A License - License Detail Page 1 of Contractor's License Detail for License # 291013 )ISCLAIMER: A license status check provides information taken from the CSLB license latabase. Before relying on this information, you should be aware of the following limitations. CSLB complaint disclosure is restricted by law(B&P 7124.6)If this entity is subject to public complaint disclosure,a link for complaint disclosure will appear below.Click on the link or button to obtain complaint and/or legal action information. Per B&P 7071.17,only construction related civil judgments reported to the CSLB are disclosed. Arbitrations are not listed unless the contractor fails to comply with the terms of the arbitration. Due to workload,there may be relevant information that has not yet been entered onto the Board's license database. Business Information GRFCO INC dba ONSITE KRUSHING P O BOX 1747 BREA, CA 92822-1747 Business Phone Number:(951)657-8887 Entity Corporation Issue Date 02/21/1974 Reissue Date 07/02/2009 Expire Date 07/31/2021 License Status ;This license is current and active. IAII information below should be reviewed. Classifications A-GENERAL ENGINEERING CONTRACTOR Bonding Information Contractor's Bond (This license filed a Contractor's Bond with THE GUARANTEE COMPANY OF NORTH AMERICA USA. !Bond Number: 12110499 !Bond Amount: $15,000 !Effective Date: 01/01/2016 ,Contractor's Bond History Bond of Qualifying Individual he qualifying Individual GEORGE ROGER FROST certified that he/she owns 10 percent or more of the voting stock/membership 1 Interest of this company;therefore,the Bond of Qualifying Individual is not required. 'Effective Date: 07/02/2009 Workers' Compensation -......... - --- ---- ------_ __—_---- —_--- ------- __.. Pn employee service group holds the workers compensation insurance. Policy Number:C66007297 ,Effective Date: 12/24/2018 .Expire Date: 12/01/2019 Workers' Compensation History Itr�•//�x><x><a�� �clh Pa arn��/(lnlinPCPr�rirPe/("hPr.kT .ir.PncPTT/T .irPncPTlPtnil ncnx?T .i 7/4 1f1 Personnel List rage i of i Home I Online Services I License Detail I Personnel List Contractor's License Detail (Personnel List) Contractor 291013 License # Contractor GRFCO INC Name Click on the person's name to see a more detailed page of information on that person Personnel Currently Associated with License Name GEORGE ROGER FROST Title RMO / CEO / PRES Association 02/21/1974 Date Classification A Additional There are additional classifications that can be viewed by Classification selecting this link. CSLB Email Login httas://www2.cslb.ca.gov/OnlineServices/CheckLicenseII/Personn... 7/9/2019 NOTARY CERTIFICATE Subscribed and sworn to before me this day of 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 County of •��S-aC ) On /'t ftl l`f 2 a 20 before me, /U r y O C Month,Day, and Year Insert Name and Title of Notary personally appeared �� — 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. JAMES CRAIG JACKSON WITNESS my hand and official seal. COMM#2273664 a w i ^ NOTARY PUBLIC CALIFORNIA a RIVERSIDE COUNTY Z} My Commission Expires Dec.31,2022 Signature Signature of Not ublic (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 lift stations of similar size, project work within public streets, an area containing high ground water and pipeline construction in high ground water regions with shored excavations up to 30 feet below existing ground and 25 feet below sea level.. 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: Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed Provide additional project description to show similar work: 2. Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed Provide additional project description to show similar work: 3. Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed Provide additional project description to show similar work: C-10 GRFCo, INC. Contract References Los Angeles County Sanitation Districts-$1,082,000 "San Jose Creek Stormwater Conveyance" Contact: Mr. Sonny Lo (562) 908-4288 Start: June' 20- Complete: In Progress Project Summary: 625' of 8" HDPE Pipe, 100' of 12" HDPE Pipe Western Municipal Water District-$293,500 "Nandina Sewer Manhole Project" Contact: Mr. David Yang Start:June' 20-Complete: In Progress Project Summary: Remove/Replace 10—60" Polymer Concrete Manholes (some at 19 VF), Rehab 3—60" MH's City of Alhambra-$3,090,517 "Sewer Lift Station No. 4 Rehabilitation" Contact: Mr. Chris Marquardt (760)201-3497 Start: Jan' 20-Complete: In Progress Project Summary: Wet Well Lift Station at 32VF, Solid Sheeted Shoring System, 950' of 8" Force Main, AC Paving, 350' of 10" VCP, Dewatering City of San Clemente-$785,650 "Via Montego Storm Drain" Contact: Mr. Amir Ilkhanipour(949) 289-3365 Start: Oct' 19-Complete: Mar' 20 (on time) Project Summary: 675' of 36" RGRCP, Catch Basins,Junction Structures,Jacking, Paving City of Alhambra-$8,287,063 "Lift Station No. 2 Replacement Project" Contact: Mr. Chris Marquardt (760) 201-3497 Start: Feb' 18-Complete: Dec'19 (on time) Project Summary: Wet Well Lift Station at 39 VF, Solid Sheeted Shoring System,4764' of 21" (to 8") Sewer,Jack Casing Under Fwy, Dewatering City of Fullerton -$196,616 "Skyline Drive Sewer" Contact: Mr. Pete Acosta (714) 732-9060 Start: October' 19-Complete: Nov'19 (on time) Project Summary: 480' of 8" VCP, Chain Link Fence/Gate, Rip-rap, Manholes City of Arcadia-$81,600 "Miscellaneous Sewer Main Repair Project" Contact: Mr. Deen Buharie (626)254-2723 Start: May'19- Complete:June' 19 (On time) Project Summary: Sewer Main and MH Repair City of Pasadena-$111,215 "Storm Drain Repairs" Contact: Mr.Alberto Vargas (626) 744-7594 Start: April' 19-Complete: May' 19 (on time) Project Summary: Catch Basin Repair, Flatwork, Reline Drain Rev 5/12/2020 GRFCO, INC. Contract References Los Angeles County Sanitation Districts-$1,082,000 "San Jose Creek Stormwater Conveyance" Contact: Mr. Sonny Lo (562) 908-4288 Start:June' 20-Complete: In Progress Project Summary: 625' of 8" HDPE Pipe, 100' of 12" HDPE Pipe Western Municipal Water District-$293,500 "Nandina Sewer Manhole Project" Contact: Mr. David Yang Start:June' 20-Complete: In Progress Project Summary: Remove/Replace 10—60" Polymer Concrete Manholes (some at 19 VF), Rehab 3—60" MH's City of Alhambra-$3,090,517 "Sewer Lift Station No. 4 Rehabilitation" Contact: Mr. Chris Marquardt (760)201-3497 Start:Jan' 20-Complete: In Progress Project Summary: Wet Well Lift Station at 27VF,Solid Sheeted Shoring System, 950' of 8" Force Main,AC Paving, 350' of 10" VCP, Dewatering 3)� ✓F City of San Clemente-$785,650 "Via Montego Storm Drain" Contact: Mr. Amir Ilkhanipour (949) 289-3365 Start: Oct' 19-Complete: Mar' 20 (on time) Project Summary: 675' of 36" RGRCP, Catch Basins,Junction Structures,Jacking, Paving City of Alhambra-$8,287,063 "Lift Station No. 2 Replacement Project" Contact: Mr. Chris Marquardt (760) 201-3497 Start: Feb' 18-Complete: Dec'19(on time) Project Summary: Wet Well Lift Station at 39 VF, Solid Sheeted Shoring System, 4764' of 21" (to 8") Sewer,Jack Casing Under Fwy, Dewatering City of Fullerton -$196,616 "Skyline Drive Sewer" Contact: Mr. Pete Acosta (714) 732-9060 Start: October' 19-Complete: Nov'19 (on time) Project Summary: 480' of 8" VCP, Chain Link Fence/Gate, Rip-rap, Manholes City of Arcadia-$81,600 "Miscellaneous Sewer Main Repair Project" Contact: Mr. Deen Buharie (626)254-2723 Start: May'19- Complete:June' 19 (On time) Project Summary: Sewer Main and MH Repair City of Pasadena-$111,215 "Storm Drain Repairs" Contact: Mr.Alberto Vargas (626) 744-7594 Start: April' 19-Complete: May' 19 (on time) Project Summary: Catch Basin Repair, Flatwork, Reline Drain Rev 5/12/2020 Coachella Valley Water District-$675,207 "Varner Road 36"Sewer Improvements" Contact: Mr. Michael Dietrick (760)861-3598 Start:Jan'19-Complete April'19(on time) Project Summary: 1195' of 36" PVC at 18VF, 6—72" MH's City of Fullerton-$1,896,564 "Valencia Dr. Infrastructure Improvements" Contact: Mr. Pete Acosta (714)732-9060 Start:July' 18-Complete:Jan' 19 (on time) Project Summary: Slipline 2581'of Fusible 10" HDPE,Street Reclamation City of Alhambra-$2,762,097 "Valley Blvd Phase II Sewer Replacement" Contact: Mr. Dennis Ahlen (626)945-6385 Start:June' 17-Complete:Jan'18(on time) Project Summary: 2648'of 30" (to 15")VCP at 17VF,T-lock Manholes, Rubber AC Overlay,Jack 36" Steel Casing, Rehab M H's City of Inglewood-$1,742,765 "Water Main Replacement Project Phase 8" Contact: Mr. Boytrese Osias (310)412-5358 Start: Feb' 17-Complete:July' 17 (on time) Project Summary: 8717' of 12" DIP,Tie-in Connections,Services City of Fullerton-$491,000 "Kimberly Storm Drain" Contact: Mr. Pete Acosta (714)732-9060 Start: May' 17-Complete:July' 17(on time) Project Summary: 740' of 60" RCP,Junction Structures, Catch Basins City of Fullerton-$331,952 "Mist.Storm Drain Improvements" Contact: Mr. Pete Acosta (714)732-9060 Start: March' 17-Complete: May' 17(on time) Project Summary: 326' of 24" and 12" RCP, Impact Basin Structure,Catch Basins Home Gardens Sanitary District-$868,257 "2016 CIP Sewer Improvements" Contact: Mr.Charlie McKinley(951) 294-2499 Start: November' 16-Complete:Jan 17' (on time) Project Summary: 2345'of 15"to 8"VCP at 15VF, Paving, Hard Rock Excavation City of Compton-$5,872,634 "Compton/Wilmington Ave. Sewer Replacement" Contact: Mr.Safa Kamangar(949)637-3999 Start:June' 16-Complete: Feb' 17(on time) Mr.John Strickland (310) 761-1422 Project Summary: 5760' of 15"to 10"VCP at 18VF, Manholes,Sewer Well at 28 VF, Paving, Pipe Bursting City of El Cajon-$418,187 "Fletcher Parkway Sewer" Contact: Mr. David Keltner(619)441-1653 Start: May' 16-Complete:August'16(on time) Mr. Duane Jackson (619)887-1005 Project Summary: 1692' of 10" &8" PVC, Manholes, Paving Rev 5/12/2020 City of Inglewood-$275,394($92,587) "Sewer Point Repair Project Phase 3"(and Water Valves) Contact: Mr. Boytrese0sias (310)412-5358 Start: April'16-Complete: May' 16(on time) Project Summary: 63 Sewer Point Repairs, (Replace 22 Water Valves) City of Santa Fe Springs-$614,493 "1-5 Water Main Relocation" Contact: Mr. Frank Beach(562)447-4924 Start:January'16-Complete:April'16(on time) Project Summary: 2180'of 12" DIP, Double Check Backflow Preventors City of Pasadena-$1,537,621 "Lake Ave. Ductile Iron Water Mains" Contact: Mr.Adolfo Vargas(626)477-4331 Start:June'15-Complete: March'16(on time) Project Summary: 6290'of 8" DIP,Services, Paving Los Angeles County Sanitation Districts-,$479,325 "Madison Street Trunk Sewer" Contact: Mr. Dan Cory(310)701-4925 Start:September'15-Complete: February'16(on time) Project Summary: Slipline 1389'of 8" Fusible HDPE in 12"Steel Casing City of Bradbury-$101,475 "Mount Olive Sewer, Phase 11)" Contact: Mr. Cody Howing(909)594-9702 Start: December'15-Complete: February'16(on time) Project Summary: 300'of 8"VCP, Manholes, Paving City of Rancho Palos Verdes-$80,506 "Roan Road Storm Drain" Contact: Mr.Alan Braatvedt(310) 525-0684 Start: October'15-Complete: December'15 (on time) Project Summary: Place 18" Fusible HDPE Pipe on Severe Slope City of Arcadia-$104,370 "First Avenue Storm Drain" Contact: Mr. Kevin Merrill (626)574-5481 Start: October'15-Complete: November'16(on time) Project Summary: 278'of'30" RCP, Paving City of Fullerton-$646,380 "Nutwood Ave. Sewer Replacement" Contact: Mr. Pete Acosta (714) 732-9060 Start: May'15-Complete:July'15(on time) Project Summary: 2475' of 12"VCP, Manholes, Paving Helix Water District-$184,087 "Large Valve Replacement Project 4458" Contact: Mr. Billy Gaston(619)944-1042 Start:April' 15-Complete:June'15 (on time) Project Summary: Remove and Replace 16 large Valves California Dept. of Park and Recreation-',$291,362 "San Onofre Main Waterline Replacement" Contact: Mr.James Buenviaje (619)208=3716 Start: March'15-Complete: May'15 (on time) Project Summary: 5600'of PVC Water Pipe Rev 5/12/2020 City of Orange-$45,000 "Feather Hill Drive Storm Drain" Contact: Mr.Alan Truong(714) 744-5568 Start: March'15-Complete: March'15(on time) Project Summary: Place 24" RCP and 8" PVC Drains City of San Clemente-$94,665 "Recycled Water Meter Services" Contact:Mr. Greg Deist(949) 337-3139 Start: February'15-March'15 (on time) Project Summary: Construct Recycled Water Services City of Newport Beach-$1,289,560 "Storm Drain Improvements" Contact: Mr. Peter Tauscher(949) 644-3316 Start: September'14—Complete: February'15 (on time) Project Summary: Placement of 5 Hydrodynamic Separation Units,Solid Sheeted Shoring System at 42VF, Dewatering City of Inglewood-$840,803 "Sewer Point Repair Project-Phase II" Contact: Mr. BoytreseOsias (310)412-5358 Start:July'14—Complete: November' 14(on time) Project Summary: 147 Sewer Point Repairs Central Basin Municipal Water District-$1,906,933 "Recycled Water Main" Contact: Ms.Amy Amirani (949) 295-5189 Start:June'14—Complete: November'14(on time) Project Summary: 2346'of 24" CML&C Steel Pipe,Jack casing under 5 fwy City of Chula Vista-$638,485 "Industrial Blvd Sewer Improvement" Contact: Mr. Mike Schedine (619) 397-6119 Start:June'14—Complete:September'14 (on time) Project Summary: 1300'of 18" PVC, Manholes City of Fountain Valley-$1,364,289 "Garfield Sewer Replacement" Contact: Mr.Temo Galvez (714) 593-4517 Start:January'14—Complete:July'14(on time) Project Summary: 2475' of 10" and 8" PVC, Dewatering, Sewer Bypass,T-lock Manholes County of San Diego-$1,625,999 "Trunk D Sewer Improvements" Contact: Mr. Hasem El-bahsh (619)306-8151 Start:June'13—Complete: May'14(on time) Project Summary:Jack and Open Cut 2225'of 18" PVC/HDPE, Manholes, Paving Los Angeles County Sanitation District-$1,902,712 "Union Street Trunk Sewer" Contact: Mr.Ted Brodeur(310) 701-4935 Start:June'13—Complete: February'14(on time) Project Summary:Jack and Open Cut 993'of 18" Fiberglass Pipe, Manholes,Gas Probe Relocation Rev 5/12/2020 San Bernardino Associated Governments(SANBAG)-$384,900 "E Street Storm Drain" Contact: Mr. Casey Daily(909)884-8276 Start: December'13—Complete:January'14(ontime) Project Summary:485'of 36" RCP, Catch Basins, Manholes,AC Paving City of Santa Fe Springs-$301,302 "5 Freeway Water Main" Contact: Mr. Frank Beach(562)868-0511 Ext.7568 Start: October'13—Complete: December'13(ontime) Project Summary:770'of 12" DIP,Testing, R&R Pipe in Casing Los Angeles County Sanitation District-$572,850 "Puente Hills Landfill Drainage Improvements" Contact: Mr. Kurt Greeb (310)710-1663 Start:April'13—Complete:August'13(on time) Project Summary: 700'of 42" HDPE Pipe, 1516' of Trapezoid Channels,Structures Allstate Engineering/W.J. Lent Contracting Services-$353,544 "Vandenberg AFB—Demolish Housing" Contact: Mr. Leonard Reyes (951) 746-8653 Ext. 7568 Start:April`13—Complete:August'13(on time) Project Summary: Reduce�91,362 Tons of Asphalt/Concrete to 2" Minus TEG/LVI Environmental Services, Inc. -$375,615 "Downey Studios" Contact: Mr. Lon Omori (562)407-0570 Start:April' 13—Complete:June' 13 (on time) Project Summary: Reduce j148,871 Tons;of Asphalt/Concrete to 1" Minus City of Fullerton-$259,660 "Euclid Sewer Replacement" Contact: Mr. Pete Acosta (714)732-9060 Start: February'13—Complete: March'13 (on time) Contact: Mr. Eric Villagracia (714) 738-6853 Project Summary: 1285' of 10"VCP, Manhole Paving City of Fullerton-$50,000,, "Morningside Manholes" Contact: Mr.Tony Reynoso(714)412-1116 Start: September'2013—Complete: September' 13 (on time) Project Summary: Remove/Replace T-lock Manholes Rev 5/12/2020 Bidder's Critical Staff Listed below are the names of the bidders proposed Construction Project Manager, and Superintendent. For each of these critical positions,please list at least three projects for which the critical staff has performed similar work within the last five years. These projects do not have to be under the employment of the bidder of this project. Bidders are encouraged submit supplemental relevant project history in addition to the projects listed herein. Name of proposed Project Manager Telephone No. of proposed Project Manager: (-71 Y Z -7 Project Name & Contract Atnount Type of Work Date Completed Project Name & Contract Amount Type of Work Date Completed Project Name &Contract Amount Type of Work Date Completed C7 2. e a'''$e -,57'_ Name of proposed Superintendent Telephone No. of proposed Superintendent: 631 �� 9�' S°.3 8a Project Name & Cdntrad Amount Type of Work Date Completed Project Name& Contract Amount Type of Work Date Completed Project Name &Contract Amount Type of Work Date Completed C-11 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/Publ icWorks/SB854FactSheet-6.30.14.pdf DIR's Contractor Registration Link—Call (844) 522-6734 https://efiling.dir.ca.gov/PWCR/ActionServlet?action=displayPWCRegistrationFonn DIR's Contractor Registration searchable database: https://efiling.dir.ca.gov/PWCR/Search.action I 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. ORK0.INC C racto By Email pi—e> Title Date: � ( .2 U PWC Registration #: /0 0000 Lf 5 to 7 C-12 Registrations Page 1 of 2 State of California Back to DIR»(https://www.dir.ca.gov� Department of Industrial Relations (http :! i•ir.Ca.govn wo: Contractor Information Legal Entity Name GRFCO,INC. Corporation Active 1000004567 07/01/19 06130/22 P O BOX 1747 BREA 92822 CA United States of America 4517 WADE AVE. PERRIS 92571 CA United States of America grfcoinc@gmall.com GRFCO,INC. License Number(s) CSLB:291013 Legal Entity Information Corporation Number: C3159096 Federal Employment Identification Number: President Name: GEORGE FROST Vice President Name: Treasurer Name: Secretary Name: CEO Name: Agent of Service Name: GEORGE FROST Agent of Service Mailing Address: 4517 WADE AVE. PERRIS 92571 CA United States of America Worker's Compensation Do you lease employees through Professional Employer Organization(PEO)?: No Please provide your current worker's compensation insurance information below: PIED PEO PEO PEOlnformationName Phone Email Insured by Carrier Policy Holder Name: GRFCO,INC. Insurance Carrier: STATE NATIONAL INSURANCE COMPANY,INC. Policy Number: CWC71949.0888 Inception date: 01/01/18 Expiration Date: 01/01/19 About DIR Who we are(https://www.dir.ca.gov/aboutdir.html) DIR Divisions,Boards&Commissions(https://www.dir.ca.gov/divisions_and_programs.html) Contact DIR(https:/Avww.dir.ca.gov/Contactus.htmi) Work with Us Jobs at DIR(https://www.dir.ca.gov/digobs/dirjobs.htm) Licensing,registrations,certifications&permits(https:/twww.dir.ca.gov/permits-licenses-certifications.htmi) Required Notifications(https://www.dir.ca.gov/dosh/Required-Notifications.htmi) Public Records Requests(https://www.dir.ca.gov/pra_request.htmi) Learn More Acceso al idioma(http:/Avww.dir.ca.gov//Bilingual-Services-Act/default.htmi) Frequently Asked Questions(https://www.dir.ca.gov/fagslist.html) Site Map(https://www.dir.ca.gov/sitemap/sitemap.html) c.nn„ry -fnrno nnm/(~nntrnntnrCAnrnl'1/rart;0trnt;nil Ctnnrn City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax(714) 374-1573 ADDENDUM NUMBER ON E: For SAYBROOK LIFT STATION REPLACEMENT PROJECT CC 1585 May 7, 2020 Notice to All Bidders: Please note the following clarifications to the Project Plans,Specifications,and Special Provisions 1) Cover Sheet and Sheet Al of the Project Specifications: Replace the listed bid due date of May 14, 2020 at 2:00 PM with the new bid due date of May 14, 2020, at 10:00 AM. Due to the COVID-19 pandemic, bids hand delivered, will be accepted between the hours of 9:00 AM and 10:00 AM, immediately outside of the Huntington Beach Civic Center entrance, on the day of the bid. Bids will be publicly opened in the same area to allow for social distancing. It is advised that bidders arrive earlier than normal to deliver bids and to allow for additional bid processing and acceptance times due to safety measures described above. 2) Sheet 5/G-5, has been modified, Construction Notes 51 and 101 have been changed. 3) Sheet 7/G-7, the construction sequence has been modified to accommodate changes to provide continuous electrical service to the existing sewer lift station. 4) Sheet 8/D-1, a note to include the partial demolition of an existing SCE vault was added. 5) Sheet 10/C-1 has been modified to include a buried plug valve at the upstream end of the force main. A note has been added to include the partial demolition of an existing SCE vault. 6) Sheet 11/C-2, a note to include the partial demolition of an existing SCE vault was added. 7) Sheet 12/C-3, a note to include the partial demolition of an existing SCE vault was added. 8) Sheet 14/C-5, project coordinates have been modified. 9) Sheet 15/C-6 has been modified to correct an error in the LEGEND which differentiates the pavement GRIND AND CAP from the FULL DEPTH PAVEMENT REPLACEMENT. 10) Sheet 16/C-7 the project Signing and Striping Plan has extensive changes. Bidders are encouraged to review this sheet in its entirety prior to the bid. 11) Sheet 19/CD-3, has been revised near the project generator. 12) Sheet 25/M-1, has been modified to allow a choice of two different brands of submersible wetwell pumps, in accordance with the revised specification. 13) Sheet 26/M-2, has been modified to allow a choice of two different brands of submersible wetwell pumps, in accordance with the revised specification. 14) Sheet 29/E-3, a conduit has been added to maintain continuous electrical service to the existing lift station. 15) Sheet 30/E-4, modifications to the electrical conduit plan. 16) Sheet 31/E-5, modifications to the electrical conduit plan. 17) SCE PRELIMINARY PLAN TD1486496, this plan shows the conduit 1-P run in its entirety. 18) Bid Schedule Sheet C-2.5, Bid Item 20, has been modified to include a buried plug valve. 19) Specification Section 02810, has been added. This section provides Wrought Iron Gate Details. 20) Specification Section 11320, has been modified to allow a choice of two different brands of submersible wetwell pumps. This is to acknowledge receipt and review of AdderQVR' Number One,dated May 7,2020. ORFC-O,LN(- Company Name By 511 / o Date 1 of 1 of Addendum No. 1 SECTION 02810 WROUGHT IRON GATE PART 1 - GENERAL 1.1 Work Included A. Materials, testing, and installation of wrought iron gates. 1.2 System Description A. Provide double leaf gate design from listed manufacturers, including manufacturer's credentials and certificate; architectural design; and structural calculation and details for final installation. Use this specification section for guidance. B. Furnish and install complete wrought iron gate system where shown, including appurtenant footings, hardware, mountings, or connections required for compliance with Manufacturer's installation requirements and compliance with applicable building codes and standards. 1.3 Ouality Assurance A. Use adequate numbers of skilled workmen trained and experienced in necessary trades and crafts and completely familiar with specified requirements and methods for proper performance of Work of this section. 1.4 Submittals A. Furnish the following submittals. SUBMITTAL DESCRIPTION Shop Drawings Submit for fabricated items such gates and parts Product Data Submit for manufactured products per Product Data requirements. Structural Details and Prepared by Manufacturer includes installation details Calculations Installation Submit per Installation Instruction requirements Instructions Certificate of Submit coating system and application certification per Compliance Certificate of Compliance requirements. Foundry or Test Submit for factory tests upon request per Foundry or Test Record Transcripts Record Transcript requirements. Material Samples Submit upon request Welder Qualification Submit for welders performing Work on project. Certificates Also submit certifications of procedure qualifications for each welding procedure used. Warranty Furnish minimum five-years warranty from date of final acceptance B. Product Data shall be defined as Manufacturer's pre-printed drawings, catalog data,or catalog cut sheets which need not include project name. However,where multiple products or options are shown in same catalog cut, product, model number, and option being furnished shall be clearly delineated. C. Product Data shall clearly indicate applicable items when several products are covered on one page. Using black ink, indicate on submitted Product Data, specification section or plan reference being satisfied. Saybrook Lane Lift Station Wrought Iron Gate May 2020 02810-1 D. Structural Details and Calculations shall include all necessary details to manufacture and install the double leaf gate as shown in the drawings. It shall include main members, pickets, posts, footings, etc. E. Installation Instructions, Application Instructions, or Assembly Instructions shall be defined as Manufacturer's printed instructions including warranty requirements, clearances required and proper field procedures to deliver,handle, install and prepare product for use. Installation Instructions shall include recommended bolt torques for assembly and installation of bolted items. F. Certificates of Compliance shall mean the same thing as "affidavits of compliance" and shall certify materials or procedures have been sampled,tested and found to comply with applicable reference standards. Do not ship items described therein until Certificates of Compliance are accepted by Owner. 1.5 Delivery, Storage, and Handling A. Strictly follow Manufacturer's instructions and warranty requirements for delivery, storage, and handling of fencing materials. PART 2 - PRODUCTS 2.1 Acceptable Manufacturers A. Acceptable Manufacturers include: ITEM MANUFACTURER MANUFACTURER LOCATION Concrete Anchors Hilti Corp. Tulsa, OK 800 879-8000 —Epoxy ITW Ramset/Redhead "Epcon" Glendale Heights, IL (800) Adhesive Anchor 348-3231 Systems Simpson Strong Tie Co. "Epoxy-Tie" Riverside, CA (714) 871- 8373 Accepted,Equal Concrete Anchors Hilti Co ."Kwik Bolt II" Tulsa, OK 800 879-8000 —Expansion Bolt ITW Ramset/Redhead Glendale Heights, IL (800) Systems 348-3231 Simpson Strong Tie Co. "Wedge-All" Riverside, CA (714) 871- 8373 Accepted Equal Powder Actuated Hilti Corp. Tulsa, OK 800 879-8000 Fastening ITW Ramset/Redhead Glendale Heights, IL (800) Systems 348-3234 Accepted Equal Wrought Iron Ace Fence Company La Puente, CA (626) 333- Gates 0727 Alcorn Fence Company Sun Valley, CA (818) 983- 0650 Riverside, CA (951) 685- 5871 All-Cities Fence Ontario, CA (909) 355- 0777 Ameristar Fence Products Aegis II Tulsa, OK (888) 333-3422 Invincible Ameristar Fence Products Montage Plus I Tulsa, OK 888 333-3422 Saybrook Lane Lift Station Wrought Iron Gate May 2020 02810-2 ITEM MANUFACTURER MANUFACTURER LOCATION Built Rite Fence Company Bellflower, CA (562) 804- 4828 Crown Fence Company Corona,CA 951 479-4790 Econo Fence, Inc. Riverside, CA (951) 684- 3666 Accepted equal Perforated Metal AMICO Div. Gibraltar Industries Birmingham, AL (800) and Expanded 326-8842 Metal Bobco Metals Los Angeles,CA(888)304- 5927 McNichols Company Tampa, FL 877 884-4653 Metalex Libertyville, IL (888) 639- 6382 Accepted Equal 2.2 Materials A. Materials for gates shall be: ITEM MATERIAL SPECIFICATION Bolts (Connection High-Strength Conform to ASTM A325 or ASTM A 490 Bolts and Anchor Carbon Steel— With self-locking nuts or lock-washers and plain Bolts Galvanized nuts Washers—same material as nuts Zinc Coating Conform to ASTM A153 - 2.1 mil thickness- 1.30 ounce/ft2 Bolts (Connection Stainless Steel Conform to ASTM A193 Grade 138M bolts with Bolts and Anchor ASTM A 194 Grade 8M nuts Bolts) - Stainless Alternate ASTM F593 Type 316 bolts with Steel ASTM F594 SAE Type 316 nuts Washers—same material as nuts Concrete Anchors Stainless Steel Conform to SAE Type 316 —Epoxy Adhesive Anchor Systems Concrete Anchors Stainless Steel SAE Type 316 —Expansion Bolt Systems Powder Actuated Steel Conform to AISI 1061 Fastening Systems Hardness 52-58 Rockwell C Galvanized Conform to ASTM B633 -2.1 mil thickness- Coating 1.30 ounce/ft2 Gates—Shall Tubular Steel Galvanized include a Conform to ASTM A 1011 for material galvanized perforated sheet after forming metal cover Conform to ASTM A924 for material galvanized prior to forming Minimum yield strength 50 ksi Welding Conform to AWS D 1.1 E70xx except E7024 rods Electrode- or electrodes shall not be used Steel Saybrook Lane Lift Station Wrought Iron Gate May 2020 02810-3 ITEM MATERIAL SPECIFICATION Picket 14 -gauge Dimensions 1" square 2" on center Picket '/8" diameter Retaining Rods Picket Rail Provide PVC Grommets to seal openings Intersections Guardian 12" long pressed steel. Spears Provide on top of every fence and gate picket. Rail 14 -gauge Dimensions 11/4" square Minimum of 3 rails Post 12-gauge Dimensions 2.5" square 8' nominal maximums an Fencepost 24"minimum Depth Submit engineering calculations for fences higher than 6' or where 24" depth cannot be met. Applied Design Panels shall support 600-lbf load at mid-span Load without permanent deformation. Tubular Steel HSS 3x3x1/4 Gate Posts Zinc 0.45 oz/ft2 minimum weight (Vehicle Gate 0.3 mil minimum thickness Galvanized Base Coat Zinc-rich epoxy powder coating Coating after 2.0-mil minimum thickness Forming Gray Galvanized Top Coat Polyester powder coat Coating prior to 2.0-mil minimum thickness Forming Black Powder Epoxy Top Coat Adhesion >90%per ASTM D3359 Method B Coating Performance Corrosion resistance> 3500 hours per ASTM Requirements B 117 & Conform to ASTM D 1654 Impact resistance>60 in-lbf per ASTM D2794 Weathering resistance >1000 hours per ASTM D822, D2244, and D523 60%method Steel Hardware Conform to ASTM A 153 Galvanized Conform to ASTM A 123 - 3.4 mil thickness- Coating 2.00 ounce/ft2 Hardware—Steel Steel Conform to ASTM A153 including Gauge as shown on plans—minimum 16 gauge Castings, Rolled, ''/4" diameter round perforations—staggered Pressed and Galvanized Conform to ASTM A123 - 3.4 mil thickness- 2.00 Forged Articles -Coating ounce/ft2 Perforated Metal Steel Conform to ASTM A153 and Expanded minimum 16 gauge Metal '/4" diameter round perforations—staggered Galvanized Conform to ASTM A123 - 3.4 mil thickness -2.00 Coating ounce/ft2 Saybrook Lane Lift Station Wrought Iron Gate May 2020 02810-4 B. Zinc coatings shall be applied by hot-dipped or electro-depositing process. Zinc shall conform to ASTM B6. C. Welds made after galvanizing shall be ground smooth and wire-brushed to remove loose or burned zinc coating, after which cleaned areas shall be prepared and neatly coated with 50-50 solder. Repairs to abraded or damaged coating shall be done in similar fashion. D. Before leaving shop, steel not shown or specified to be galvanized, powder epoxy coated or stainless shall receive one coat of pigmented primer recommended by Manufacturer of final paint system. PART 3 - EXECUTION 3.1 Preparation A. Make field measurements needed to fabricate and install metal fabrications before submitting Shop Drawings or ordering. Make minor changes in dimensions and alignments as needed to avoid utilities or structural conflicts. B. Sawcut pavement where pavement cuts are required prior to footing excavation. C. Clean surfaces of metalwork to contact concrete, removing all rust, dirt, grease and other foreign substances before concrete is placed. D. Secure all embedded metalwork accurately in position when concrete is placed to prevent displacement or undue vibration during or after placement of concrete. E. Where metalwork is to be installed in recesses in formed concrete, said recesses shall be made, metalwork installed, and recesses filled with dry-pack grout. 3.2 Installation A. Furnish and install gate materials at locations shown on Plans and Submittals. B. The following installation standards shall be followed: 1. Applicable OSHA and Cal OSHA regulations 2. Applicable building and fire'code requirements 3. Manufacturer's installation and warranty requirements C. Refer variances between above documents and Contract Documents to Owner's Representative. D. Install gates according to Manufacturer's installation and warranty requirements. E. Install gate materials to tolerances recommended by Manufacturer. Unless otherwise shown, install fencing true, plumb, and level using precision gauges and levels. F. Footings shall be Class AA 4,000-lb and Class C 2,500-lb concrete for gates and fences respectively, crowned at top to shed water. Line post footings shall be 36" deep and 8" diameter. Other footings shall be 36" deep and 12" diameter unless otherwise shown on drawings. G. Joints in fencing and gates shall have a close fit with corner joints coped or mitered and in true alignment. H. Built-up parts shall be free of warp. I. Exposed ends and edges of metal shall be slightly rounded. END OF SECTION Saybrook Lane Lift Station Wrought Iron Gate May 2020 02810-5 THIS PAGE INTENTIONALLY BLANK Saybrook Lane Lift Station Wrought Iron Gate May 2020 02810-6 SECTION 11320 SUBMERSIBLE VORTEXISEWAGE PUMPS AND HARDWARE PART 1 —GENERAL 1_1 DESCRIPTION The CONTRACTOR shall furnish and install all material and equipment necessary to provide a complete and operable slide rail mounted duplex submersible sewage pumping system. This includes the integration of all apparatus, parts, materials and accessories, which are necessary, installed in place. The work also includes furnishing one (1) complete pump and submersible motor assembly, with suction bell, and lifting bail, delivered to the CITY Maintenance Yard as spare equipment. 1_2 RELATED SECTIONS A. The work of the following sections applies to the work of this section. Other sections, not referenced below, shall also apply to the extent required for proper performance of this work. 1. Section 01300 Submittals 2. Section 01730 Operation and Maintenance Information i 3. Section 11000 Equipment General Provisions 4. Section 11175 Pumps General 5. Section 09900 Protective Coating 1.3 SYSTEM A. The sewage pumps shall be submersible vortex torque flow, heavy duty, 100 percent recessed impelle'.r pumps. Motors shall be submersible, explosion proof rated at 1,l 60 rpm (maximum), 15 HP motor incorporating two single mechanical seals in an oil buffer zone, seal fail warning device, and thermal switches. Motor voltage shall be 480-volt, 3 phase. The pumps shall be rated per the table below. Units shall be clockwise rotation capable of passing 6-inch solids. Pump Design Criteria O fgpm) TDH(ft) P-1 15 HP l,160 RPM Submersible Motor 750 20 P-2 15HP 1,160 RPM Submersible Motor 750 20 Saybrook Lane Lift Station Vortex Submersible Pumps May 2020 11320-1 B. The pump manufacturer shall warrant the units being supplied to the CITY against defects in workmanship and material for a period of 5 years from the date of notice of completion. The warranty shall be in printed form and apply to all similar units. C. Spare pump shall be identical to the duty pumps furnished and shall include: pump, submersible motor, lifting bail, and suction bell. Fastout guide shoe and lifting chain are not required. 1.4 SUBMITTALS A. Submit for approval the following in accordance with Section 01300: 1. Outline drawings, overall dimensions, and weight of the units. 2. Pump data sheet including, as a minimum, manufacturer, type, model, and specification, and electrical requirements, 3. Manufacturer's technical data shall be submitted for the pumps specified. The data shall demonstrate that the equipment covered by the data complies with the requirements specified. 4. Standard published pump curves, Special curves not acceptable. 5. A list of any and all instances where equipment proposed deviates from the Specifications. 6. Manufacturers recommended spare parts list 7. Draft copy of manufacturers proposed 5 year warranty 8. List of spare parts B. Operation and Maintenance Manual (six copies required): Submit complete manual including: 1. Copies of all shop drawings, test reports, maintenance data, and schedules, description of operation and spare parts information. 2. Furnish operation and maintenance manual in conformance with requirements of Section 01730 PART 2—MATERIALS 2.1 Use only new materials that strictly comply with the specifications 2.2 Pump shall be constructed of Ni-Hard 650 material. All internal case clearances shall be smooth and rounded with no acute turns so that large diameter solids or long stringy materials will pass through the pump with the greatest handling efficiency. Saybrook Lane Lift Station Vortex Submersible Pumps May 2020 11320-2 2.3 All external hardware shall be 316 stainless steel. 2.4 SUBMERSIBLE MOTORS A. Motors shall be U. L. approved submersible explosion proof for Class 1, Division 1. Groups C & D hazardous locations, complete with moisture detectors, thermal protection, and dual mechanical seals with an oil buffer zone. Motor voltage shall be 480-volt, 3 phase, 60 HZ. B. The motor shall be rated for continuous operation in air at rated horsepower for a minimum of 15 minutes and shall not exceed horsepower rating at the rated pumping conditions,NO EXCEPTIONS. C. The motor enclosure shall be cast-iron watertight, and sealed by the use of o- rings, and shall have rabbet joints with large overlay. The motor power cable leads shall be a minimum length of 50 feet and jointed in the motor enclosure by use of an epoxy seal in the motor cable end bracket. The motor shall have lifting eyes cast into the motor housing and shall be of adequate strength to lift the motor and pump assembly. The CONTRACTOR shall verify the required motor cable length before ordering the motors, and provide any additional length of cable required at no additional cost. D. The motor shall contain special Class B insulation with Class F materials rated for continuous duty in air at rated nameplate horsepower for a minimum of 15 minutes. The motor shall contain normally closed thermal overloads to provide overheating protection. E. The motor nameplate horsepower rating shall not be exceeded by pump brake horsepower requirement at the specified pump condition points and at a secondary point at the full wet well level. The motor nameplate shall be made of stainless steel. F. The motor shall contain two John Crane, type 21, mechanical seals and shall have tungsten carbide against tungsten carbide faces and Buna-N elastomers. The motor shall contain dual moisture-sensing probes that shall be used to detect any influx of moisture past the lower mechanical seal. Written proof shall be submitted during the submittal process to assure these items have been included in the design of the pump and motor assembly. The pump supplier shall furnish the required moisture detection relay to the pump control panel manufacturer for inclusion in the pump control panel. G. The motor shall have a one-piece 316 stainless steel shaft extending through both bearings. The bearing shall be prelubricated at the factory and shall be designed for a B-10 life of 17,500 hours. The motor fasteners shall be stainless steel. H. The motors and pumps shall be installed on a 316 stainless steel guide rail system, as required to be explosion- proof. The motors and pumps shall be installed per manufacturer's recommendations as shown on drawings. Saybrook Lane Lift Station Vortex Submersible Pumps May 2020 11320-3 2.5 SUBMERSIBLE PUMPS A. EGordo:n (M:od:el e pumps shall be WEMCO (Model 6 X 11-CLCESR), or Hayward XR6-12-S). For conformity to the City's standardized equipmentivalent pumping equipment shall be accepted. B. Pump Volute: The pump volute shall be of the vortex types, constructed of Ni- Hard 650 material, with a centerline design. All internal clearances shall be equal to the discharge diameter to allow large diameter solids or long stringy material to pass through the pump with the greatest solids handling efficiency. Where the pump volute and the motor mounting flange come in contact, there shall be an adapter plate, or the volute shall have an indexed register to ensure an accurate fit. C. Impeller: The pump impeller shall be of the 100 percent recessed, flat shroud, seven-vane vortex design, and shall be mounted in such a manner as to allow solids that enter the suction opening to be discharged with minimum impeller contact. The pumpage shall not have to enter the impeller in order to be discharged. Impellers that protrude into the pump volute in a manner that impedes the flow of pipe-sized solids are not acceptable. The impeller shall be constructed of NI-Hard 650 material, No Exceptions. The impeller shall be attached to the motor shaft by a stainless steel bolt, stainless steel washer, stainless steel spacer (if required), and shall be keyed to ensure a good mechanical fit. The impeller bolt shall have "Locktite" applied to ensure against the impeller falling off should the pump be operated backwards. The impeller shall be trimmed at no additional charge by the vender for the indicated pumping conditions upon the request of the user. The impeller shall be dynamically balanced in two planes and the certified report shall be inserted in the Operation and Maintenance manuals. In addition, one each replacement impeller and 316 stainless steel bolt and washer shall be furnished with each pump. D. Coatings: All internal passageways of the pump shall be coated with a 12-mil fusion bonded epoxy material that shall resist corrosion and abrasion normally found in a sewage pump station. Coating system shall be Scotchkote 206N or equal. Provide (1) one unopened, two-part epoxy touch-up kit to the City. E. Wear Plate: Each pump,shall be furnished with a wear plate constructed of Ni- Hard 650 material, located behind the impeller. The wear plate shall be a minimum of 0.45"thick'at the thinnest point. F. Suction Bell: Provide a 6-inch, 316 stainless steel suction bell for each pump furnished, as shown on the contract drawings. G. Lifting Bail: Provide a 316 stainless steel lifting bail for each pump furnished as shown on the contract drawings. Saybrook Lane Lift Station Vortex Submersible Pumps May 2020 11320-4 2.6 SLIDE RAIL DISCONNECT ASSEMBLY A. The slide rail base support apparatus shall be heavy duty 316 Stainless Steel and capable of supporting the full weight of the pump and motor. Rail guides and slide away coupling shall be guided by 1 '/z -inch, 316 Stainless Steel, Schedule 40 pipe. The coupling shall be designed to allow the pump to be installed and moved without entering the wet well. The slide coupling shall mate with a stationary base elbow that is bolted to the floor of the wet well with 316 stainless steel anchor bolts. B. Pump Lifting Chain: Each pump shall be provided with a 316 stainless steel lifting chain, rated for a minimum 3 times the weight of the pump and motor assembly. Provide an eyebolt and S-hook securing the chain within reach of the wet well hatch cover. Chain shall have a rating tag affixed to it, and shall incorporate 316 stainless steel lifting rings, at 4-foot intervals. C. Pump Discharge Elbow: The pump shall be provided with a 6-inch, Class 125, 316 Stainless Steel, heavy-duty, 90-degree discharge elbow with a support leg. D. Pump Discharge: CONTRACTOR to provide 6-inch and 8-inch schedule 405, flanged class 125, 316 Stainless Steel pipe spools, as required, to match to pump slide elbow rail assembly. 2.7 SPARE PARTS A. Provide (3) three spare' Ni-Hard 650 impellers, 316 stainless steel bolt, and washer, delivered to the CITY's maintenance yard. Spare impellers shall be trimmed to match the trim of the delivered pumps for the project. B. Provide (1) one unopened,two-part epoxy touch-up kit. 2_8 MOISTURE PROTECTION RELAY A. Provide (2) two moisture protection relay's for installation in the pump control panel. CONTRACTOR is responsible for delivering the relay to the pump control panel manufacturer. PART 3—EXECUTION 3.1. CERTIFICATION Complete pump and motor units shall be certified by factory testing in accordance with Hydraulic Institute of Standards requirements. The written certification report (including pump test curve) must be supplied to the CITY by the CONTRACTOR for approval prior to shipment of pumps. Saybrook Lane Lift Station Vortex Submersible Pumps May 2020 11320-5 3.2. SHIPPING A. Pumps shall be crated and handled with extreme care to prevent damage to factory applied coatings and submersible cable. B. The spare pump shall be crated and wrapped for long term storage and delivered to the City yard by the Contractor, along with all required spare parts. C. The pump submersible cable end will be sealed with a high quality protective covering to make it impervious to moisture or water seepage prior to electrical installation. 3_3 PUMP INSTALLATION A. Pumps and drive units shall be installed in strict accordance with project specifications and the manufacturer's recommendations. B. Minor damage to pump coatings shall be repaired in the field per section 09900 painting. Pumps with major coating damage (more than 1% of surface) shall be returned to the factory for repair 3.4 MANUFACTURER SERVICES A. Manufacturer representative shall inspect the completed installation for compliance with manufacturer's recommendations. B. After the inspection, the manufacturer shall issue a letter affirming that, the installation is consistent i,with the manufacturer's warranty requirements and that the warranty is in full for'.ce. C. Upon completion and testing, the services of the factory-trained representative of the pump manufacturer shall be provided for a minimum of (2) two days to instruct the CITY's personnel in the proper operation and maintenance of the equipment *** END OF SECTION *** Saybrook Lane Lift Station Vortex Submersible Pumps May 2020 11320-6 City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER TWO For SAYBROOK LIFT STATION REPLACEMENT PROJECT CC 1585 May 8,2020 Notice to All Bidders: Please note the following clarifications to the Project Plans, Specifications,and Special Provisions 1) The bid date and time remain the same as announced in Addendum Number One: Bids are due on May 14, 2020, at 10:00 AM. Due to the COVID-19 pandemic, bids hand delivered, will be accepted between the hours of 9:00 AM and 10:00 AM, immediately outside of the Huntington Beach Civic Center entrance, on the day of the bid. Bids will be publicly opened in the same area to allow for social distancing. It is advised that bidders arrive earlier than normal to deliver bids and to allow for additional bid processing and acceptance times due to safety measures described above. 2) Delete Appendix K: the Geotechnical Report. The Geotechnical Report from a different project was inadvertently published. Insert Appendix K Addendum Two: The Geotechnical Report for the Saybrook Lift Station and the Limited Environmental .Report for the Saybrook Lift Station. This is tooaacknowledge receipt and review of Adden' um Numb wo,dated May 8, 2020. �i�J'{-©r t �_ _ Company Name By r Date 1 of 1 of Addendum No.2 APPENDIX K ADDENDUM TWO MAY 89 2020 GEOTECHNICAL REPORT , SAYBROOK LANE SEWER LIFT STATION , SAYBROOK LANE , NORTH OF HEIL AVENUE , HUNTINGTON BEACH CALIFORNIA AESCO Project NO. 20181555-F1685 LIMITED ENVIRONMENTAL REPORT , SAYBROOK LANE SEWER LIFT STATION , SAYBROOK LANE , NORTH OF HEIL AVENUE , HUNTINGTON BEACH CALIFORNIA AESCO Project NO. 20181555-F2361 E R V-SX, BID BOND ® Everest Reinsurance Company Everest National insurance Company ❑ Everest National Insurance Company 461 511 Avenue—411 Floor New York,N.Y.10017 KNOW ALL MEN BY THESE PRESENTS: That we GRFCO, Inc. (hereinafter called the Principal), and Everest Reinsurance Company, a corporation duly organized and existing under the laws of the State of Delaware , as Surety, (hereinafter called the Surety), are held and firmly bound unto City of Huntington Beach (hereinafter called the Obligee) in the sum of Ten Percent of Total Amount of the Bid Dollars ($ 10%) , lawful money of the United States of America, for the payment of which, well and truly be made, we, the said Principal and the said Surety, bind ourselves, our heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. Whereas,the Principal has submitted a bid for Saybrook Lift Station. 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 with good and sufficient surety for the faithful performance of such contract and for the prompt payment of labor and material furnished in the prosecution thereof, then this obligation is to be void; otherwise the Principal and Surety will pay unto the Obligee the difference in money between the amount of the bid of said Principal and the amount for which the Obligee legally contracts with another party to perform the work if the latter amount be in excess of the former, but in event shall liability hereunder exceed the penal sum hereof. Signed, sealed and delivered this 1 Ith day of May, 2020. G CO,Inc. Principal) X (Seal) t (Witness) Byf Everest Reinsurance Company (Surety) (Seal) �(ASmijt&1 Qmy (Witness) By MAria R.Lucerd1 Attorney-in-Fact 1 CALIFORNIA ALL PURPOSE 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 RIVERSIDE _ } On' /� 0,20 before me, James Craig Jackson Notary Date Insert Name and Title of the officer Public, personally appeared .George Frost Narrie(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. JAMES CRAIG JACKSON COMM#2273664 a Uj NOTARY PUBLIC-CALIFORNIA RIVERSIDE COUNTY My Commission Expires Dec.31,2022 Signature: .......,..................------------------------------------ OPTIONAL------------------------------------------------------------- Though this section is optional, completing this information can deter alteration of the document or fraudulent attachment 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) Signers Name: George Frost Signers Name: 0 Corporate Officer—Title(s) President&secretary ❑ 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: GRFCo, Inc. Signer is Representing: SURETY ACKNOWLEDGMENT: STATE OF ARIZONA ) COUNTY OF MARICOPA ) On this IM day of , 2020, before me personally came Maria R. Lucero, to me known to be the person described in and,who,being by me, did depose and say that she resides in Phoenix, Arizona; that she is the Attorney-in-Fact of ltrZZA ME (%P"4L4.6 t/ the corporation described in and which executed the attached instrument; that she knows the corporate seal of the said corporation; that the seal affixed to the said instrument is such corporate seal; and that it was so affixed by order of the Board of Directors of the said corporation; and that she signed her name there by like order. i J ynn ompson,Notary Public My commission expires: September 29,2022 JERI LYNN THOMPSON NOTARY PUBLIC-ARIZONA MARICOPA COUNTY + .. COMMISSICN#551133 MY COMMISSION EXPIRES SEPTEMBER 29,2022 (Notary Seal) POWER OF ATTORNEY EVEREST REINSURANCE COMPANY DELAWARE KNOW ALL PERSONS BY THESE PRESENTS: That Everest Reinsurance Company, a corporation of the State of Delaware ("Company") having its principal office located at 477 Martinsville Road, Liberty Corner, New Jersey 07938, do hereby nominate, constitute,and appoint: Margie Wager,Michael J.Mesenbrink,Heather J. Perrin,Jeri Lynn Thompson,Maria R.Lucero,Debbie R.Thomas, Lisa M.Hankal its true and lawful Attorney(s)-in-fact to make, execute,attest, seal and deliver for and on its behalf,as surety,and as its act and deed, where required,any and all bonds and undertakings in the nature thereof,for the penal sum of no one of which is in any event to exceed UNLIMITED,reserving for itself the full power of substitution and revocation. Such bonds and undertakings,when duly executed by the aforesaid Attorney(s)-in-fact shall be binding upon the Company as fully and to the same extent as if such bonds and undertakings were signed by the President and Secretary of the Company and sealed with its corporate seal. This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Board of Directors of Company("Board")on the 28th day of July 2016: RESOLVED, that the President, any Executive Vice President, and any Senior Vice President and Anthony Romano are hereby appointed by the Board as authorized to make,execute, seal and deliver for and on behalf of the Company,any and all bonds, undertakings,contracts or obligations in surety or co-surety with others and that the Secretary or any Assistant Secretary of the Company be and that each of them hereby is authorized to attest to the execution of any such bonds, undertakings, contracts or obligations in surety or co-surety and attach thereto the corporate seal of the Company. RESOLVED, FURTHER, that the President, any Executive Vice President, and any Senior Vice President and Anthony Romano are hereby authorized to execute powers of attorney qualifying the attorney named in the given power of attorney to execute,on behalf of the Company, bonds and undertakings in surety or co-surety with others, and that the Secretary or any Assistant Secretary of the Company be, and that each of them is hereby authorized to attest the execution of any such power of attorney, and to attach thereto the corporate seal of the Company. RESOLVED,FURTHER, that the signature of such officers named in the preceding resolutions and the corporate seal of the Company may be affixed to such powers of attorney or to any certificate relating thereto by facsimile, and any such power of attorney or certificate bearing such facsimile signatures or facsimile seal shall be thereafter valid and binding upon the Company with respect to any bond,undertaking,contract or obligation in surety or co-surety with others to which it is attached. IN WITNESS WHEREOF, Everest Reinsurance Company has caused their corporate seals to be affixed hereto,and these presents to be signed by their duly authorized officers this 28th day of July 2016. \ CFr �o Everest Reinsurance Company N S FAL * Attest: Nicole Chase,Assistant Secretary By:Anthony Romano,Vice President On this 28th day of July 2016.before me personally came Anthony Romano,known to me,who,being duly sworn,did execute the above instrument; that he knows the seal of said Company; that the seal affixed to the aforesaid instrument is such corporate seal and was affixed thereto;and that he executed said instrument by like order. LINDA ROBINS J Notary Public,State of New York No 01R06239736 Qualified in Queens County , Term Expires April 25,2023 Linda Robins,Notary Public IN WITNESS WHEREOF,I have hereunto set my hand and affixed the seal of said Company,at the Liberty Corner,this 11 th day of May 20 20 ES 00 01 04 16 § , I ) � - § : ) \ $ \ 4 \ - u \ 2 / r a < . co \ � y 3 /g ) y 3 / 2 - R\ , S / \ \ / b / ) \ 2 � City of Huntington Beach 2000 Main Street ♦ Huntington Beach, CA 92648 (714) 536-5227 ♦ www•huntingtonbeachca.gov <Fe Aor Office of the City Clerk 17,1909 Robin Estanislau, City Clerk August 12, 2020 Lonerock, Inc. P.O. Box 54503 Irvine, CA 92619-4503 RE: Saybrook Lift Station Replacement Project—CC No. 1585 Enclosed please find your original bid bond for CC-1585. Sincerely, 4q40rL' Robin Estanislau, CIVIC City Clerk RE:ds Enclosure Sister Cities: Anjo, Japan ♦ Waitakere, New Zealand SECTION C PROPOSAL for the construction of SAYBROOK LIFT STATION REPLACEMENT PROJECT CC No. C-1585 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 220 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 f6l DDEKl s &-QWb in the amount of \o X 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 No. Date Received Bidder's Signature 6 6 2c� 2c> C-z BIDDING SCHEDULE THE CITY OF HUNTINGTON BEACH SAYBROOK LANE SEWER PUMP STATION NO.22 REPLACEMENT PROJECT CC-1585 Bid Description Estimated Unit Unit Price Total Price Item Quantity Per Plans and Specifications, furnish all labor, I material and equipment to mobilize, 1 LS demobilize, and provide cleanup of construction site: provide all bonds, insurance, and obtain all permits. Per Plans and Specifications, furnish all labor, 2 material and equipment to conduct 1 LS Z p,000,, 2o,000, construction survey and staking of the construction site. Per Plans and Specifications, furnish all labor, materials, and equipment as required to implement Construction Traffic and Pedestrian Control Plans to provide public convenience, safety and traffic control; 3 including warning signs, high level warning 1 LS boo 000, devices, delineators, regulatory signs, barricades, and recessed trench plate bridging throughout the project. Traffic Control Plans were prepared by the Design Engineer and are provided in the Construction Drawings. Per Plans and Specifications, furnish all labor, materials and equipment to Pothole and locate horizontal and vertical positions of all existing 4 utilities in the vicinity of the work. Prepare a 1 LS 10 o0o. l0,©00. report and submit it to the City a minimum of four (4) weeks prior to start of construction to allow revisions to current design. Per Plans and Specifications, provide the services of a California Registered Geotechnical Engineer with experience in all elements of the project, to provide recommendations necessary for the design of 5 the contractors shoring system, dewatering l LS 2-Siow, — 2S 00O. system,and settlement monitoring program. C-2.1 Per Plans and Specifications, furnish all labor, materials, and equipment as required, develop, design, and implement trench and excavation safety measures, consisting of sheeting, shoring, and bracing, or equivalent method for the protection of life and limb in trenches, pump station excavation, valve vault 6 excavation, and other miscellaneous open 1 LS excavations; and protection of all adjacent �18�iaoo` �+� ' structures in conformance with applicable safety orders. The work includes preparation of shoring plans and calculations by a California registered structural engineer incorporating the requirements of the dewatering plan, and recommendations contained in the geotechnical study performed by the Contractor. Per Plans and Specifications, develop a Dewatering Plan prepared by a California Registered Geotechnical Engineer, incorporating the requirements of the shoring plan and any additional geotechnical information developed by the Contractor. The work includes: obtaining NPDES permit from the Regional Water Quality Control Board,well drilling and destruction permits from Orange 7 County Health Department, field testing 1 LS �`�i p0U° y0 Ovo required for the design of the dewatering system, implementation of the dewatering program, treatment of dewatering discharge, and removal of the dewatering system, including monitoring wells, when no longer needed. The work also includes the cost of a water treatment system with a capacity of 700 GPM and capable of the removal of contaminants listed in the preliminary Geotechnical Report. Per Plans and Specifications, furnish all labor, 8 materials, and equipment as required to 1 LS 25 000,E 25�000, develop a site-specific Storm Water Pollution Prevention Plan (SWPPP). C-2.2 Per Plans and Specifications, furnish all labor, materials, and equipment as required to install and maintain all BMP's identified in the approved Storm Water Pollution Prevention 9 Plan (SWPPP) throughout the duration of 1 LS construction.At the completion of construction, ��©�"i all BMP's shall be removed by the CONTRACTOR, and the site and all facilities restored to their original condition. Per Plans and Specifications, implement a site monitoring program to evaluate groundwater, settlement,and vibration in accordance with the 10 recommendations contained in the Contractor's 1 LS 2c�tOo0,, 25,00n. i Geotechnical Investigation Report, for construction of the lift station sewers, wet well and valve vault. Per Plans and Specifications, furnish all labor materials and equipment necessary for sitework and demolition for the new pump station site and legally dispose of all removed 006.E 11 materials. The work includes, but is not limited 1 LS to: curb, gutter, and sidewalk removal along Saybrook Lane and Heil Ave; and restoration; removal and relocation of street signs; and all other appurtenant work required. Per Plans and Specifications, furnish all labor, materials, equipment and tools necessary to construct relocated AWWA C900 DR 18 PVC water mains in Saybrook Lane including all 12 valves, fittings, tie-ins, testing, disinfection, 1 LS and high line water service. The work includes ^� removal and asbestos abatement of interfering segments of the existing water main within the limits of relocation, and abandonment of remaining pipe with flowable fill. Per Plans and Specifications, furnish all labor, material and equipment necessary, to construct 5-foot diameter pre-cast concrete sewer manhole and 24-inch diameter concrete access 5, �5�Oa0 13 vault for 6-inch camlock connection, each 1 LS ooe,. precast concrete structure shall have 125 mil Sancon 100 coating on all interior surfaces, including base per City Std. Plan 504 and 505, and composite frame and cover. C-2.3 Per Plans and Specifications, furnish all labor, materials and equipment necessary,to construct 14 12-inch diameter VCP sewer from the new 1 LS _,5,000. , 35ivo0. manhole to the new lift station wet well. Per Plans and Specifications, furnish all labor, materials and equipment necessary to construct reinforced concrete, HDPE lined 15 wet well with H-20 rated 316 stainless steel 1 LS lockable access hatch; access manway, pipe �16�pOO''� ���'°�� sleeves; concrete fillet with HDPE sheet lining; exterior waterproofing and all other required appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary to construct reinforced concrete valve vault, 16 with H-20 rated aluminum 4-door lockable 1 LS 25O,000- � access hatch, 316 stainless steel ladders, pipe sleeves, sump, exterior waterproofing, and all other required appurtenances Per Plans and Specifications, Furnish all labor, materials and equipment necessary and Install Wet Well Mechanical Equipment, including 2-each 15 HP, 750 gpm recessed impeller slide-rail submersible pumps and motors, and furnish a spare pump; 316 stainless steel 17 discharge elbows; 316 stainless steel discharge 1 LS 23`7 000,. 2 N7,0oc)- — piping, fittings and support brackets; 316 stainless steel slide-rail system, guide brackets, lifting chain and bails; 316 stainless steel cable racks, level transducer stilling well; duckbill check valve; and all other required appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary and Install Valve Vault Mechanical Equipment, including pipe, valves, fittings, couplings, l 7 5,000 , � 5(Opp, 18 electromagnetic flow meter, and insulating 1 LS flanges; double ball flexible expansion joints; valves;316 stainless steel pipe supports,bypass connection; and all other required appurtenances. C-2.4 Per Plans and Specifications, furnish all labor, materials and equipment necessary, and construct miscellaneous pipe, including all 19 fittings; thrust blocks; cathodic protection 1 LS ppo 5 5 000. connection to and rechannelization of existing discharge manhole; and Sancon coating of existing discharge manhole. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and construct 8-inch and 6-inch AWWA C900 DR 20 14 PV e ain, including all 1 LS 175'10GO.,, fittings buried ug v�ndischarge thrust blocks, and connectio o e is manhole and existing 6-inch bypass forcemain. Per Plans and Specifications, furnish all labor, materials and equipment necessary to 21 coordinate with Southern California Gas 1 LS coo.,- �i 000.-- Company,and construct permanent natural gas service for the project. Per Plans and Specifications, furnish all labor, materials and equipment necessary and install 120 kW natural gas fuel emergency 22 generator set in a sound attenuated enclosure, 1 LS j 6©6.i f 0 Coo.� including all conduits, wires, pipes, fittings, valves, controls, reinforced concrete base, 2- inch pipe from the meter service meter to the Genset, and all appurtenances. Per Plans and Specifications, furnish all labor, materials, equipment necessary to furnish and install site electrical and instrumentation 23 systems; including conductors, raceway, 1 LS switches, lights, receptacles, level transducers, float switches, and all required appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary and install 316 stainless steel, NEMA 4X transfer switch enclosure, including automatic transfer switch with manual bypass, double through manual transfer switch, generator receptacle; 24 coordination with SCE to provide electrical 1 LS evo. Q L0&o./ service to site;4-inch conduit with pull-rope for SCE conductor; 100 amp main switchboard; concrete pads for electrical equipment; and all required appurtenances; complete and in place, with all required appurtenances. Addendum 1,May 7,2020 C-2.5 Per Plans and Specifications, furnish all labor, materials and equipment necessary and Install 25 pump control panel and PLC panel and 1 LS appurtenances. Per Plans and Specifications, furnish all labor, 26 material and equipment necessary,and conduct 1 LS 2.S lift station start up and testing to full ,000. 2S,Oveo,� satisfaction of the City of Huntington Beach. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and demolish existing City of Huntington Beach Saybrook Sewer Lift Station, including removal, handling, and proper disposal of lead- based paint; removal and proper disposal of all equipment within the existing Lift Station; coordination and removal of SCE service meter, main disconnect, and manual transfer switch, and delivery of salvaged equipment to 27 City Yard; removal of curb, gutter, and 1 LS j 30�000•� I , sidewalk; cleaning, lining, and rechanneling of the wet well; removal of the top slab and 4-feet of the dry well structure; backfilling of remaining dry well with Class 100-E-100 slurry; re-channelizing and interior coating of an existing influent manhole; filling of existing to be abandoned pipes with low strength slurry mix; backfilling of the excavation with approved materials; restoration of sidewalk; and all appurtenant work. Per Plans and Specifications furnish all labor, materials and equipment necessary,to construct 28 concrete curb, gutter, sidewalk, landscape 1 LS restoration and restoration of all improvements to pre-construction condition. Per Plans and Specifications, furnish all labor, materials, and equipment necessary to remove and full depth replace existing disturbed aggregate base, sawcut remove and full depth replace existing disturbed asphalt concrete, provide a 2-inch asphalt cement grind, and 29 provide a 2-inch asphalt cement cap within the 757 TON 32147�r Saybrook Lane and Heil Ave intersection. Work also includes remove and replace all impacted pavement and curb markings, striping, and adjustment of existing boxes, manholes, valve cans to grade, in Saybrook Lane and Heil Avenue. C-2.6 Per Plan and Specification, furnish all labor, materials, and equipment necessary to install temporary inclinometers, should they be 30 recommended or required by the Contractor's 4 EA Geotechnical Engineer or Structural Engineer. No payment shall be made if inclinometers are not installed. Allowance for permitting — SCE connection fee, SCE permit fee, and SCAQWD permit fee. 31 Payment will be based on the actual fee paid by 1 LS $25,000 $25,000 the contractor. No additional mark-up is allowed. TOTAL BID ITEMS 1 THRU 30 FOR SAYBROOK LANE SEWER PUMP $ STATION REPLACEMENT PROJECT Total Amount of Base Bid in Writing: Note: Refer to Section 9-3, Measurement and Payment for descriptions of each item on the Bid Schedule. Refer to Section 01025 Measurement and Payment for additional details. All extension of unit prices will be subject to verification by the Owner. In case verification is required between unit price and extension,the unit price will govern. The Owner reserves the right to reject all proposals and bid items. C-2.7 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 Item(s) Subcontractor License Registration# Amount Contract Number �5uPeoai oil PA-✓e/YFx-'� -3 3 r 2 ss -5--- C`t P fZ-c'sS, CA- Gi o 6 3a 25 ��� Zq �o G'Z 3 Fu 1-7 ht CL 25 S�� �� S'e i"(Ss �oocx z c�A- a G'70 I S -A M i�,c—e S,-r,e 7-�L Co I;6 -pc� 3v K qc-o P__�A 1:_To '2gg5r.(_ C-yb 1100C)o Go,ocao-i l )9 E i 2 o N I f:*uP 0rt7"foo 3 Sy 5" CA4Z b N DZ;.%-c od�'�61� — 1,aoa�o 11297 i&oocx�. 3. 5— G/k- '7 00/ \X/ 9296W2 - I0000a 4972 32o=- rz -1VN ; CA- 9M2- SR KJcoo !N(. 011 5 58Li( ta�G,N .e 1 oraOa �rJ/ C� r� �{ui'nu6ro,, cam- cW 4 7 u/i79 R&* r-Wo Sv 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 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 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 foregoing is true and correct and that this declaration is executed ont" � at /2 V% 11� G 4— City State DEA 6!9-,4/ //�12jAJd✓i4being first duly sworn, deposes and says that he or she is )PE 6�'%DFF U'7— of "0E-izOG r, I'nJC- , 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. Name of Bidder Signature of Bi `7® D©k4 Qi 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 Saybrook Lift Station Replacement 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. �_oQ E`P—oC , 1 OC- Con actor By Title Date: 0 9A 312 0 C-5 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? ❑ Yes XNo 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 I will comply with such provisions before commencing the performance of the work of this contract. Contractor � r f C �'���^ By Title Date: DS-/ i3 1 Z a C-7 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: Bidder Name 70 -Do HA0 Business Address iF-v� wE- 92.G ( 8 City, r ' State Zip q 0 LA 1) 2 (� -� G L� DP- Ac-1J J1�(JE tzOGK i 1�C C��-1 Telephone Number Email Address E5 1 State Contractor's Lice No. and Class © 3 / 1 � ns 'zoo!�- Original Date Issued 03 ( �\ / Zo 'z 2. Expiration Date -� The work site was inspected by P&G A-0 ' t*fur office on , 201_. The following are persons, firms, and corporations having a principal interest in this proposal: D �t� Nil�'� — tom = ► ` iff , c r t�1 r s� , G. M. H-h4p-JA-000 i L -V. 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. Com me Signature of Bidder { izj A-0 ay i Printed or Typed Signature C-s 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 Orange County of ) On May 13, 2020 before me, Sandra Velarde, a notary public (insert name and title of the officer) personally appeared Dragan Marjanovic who proved to me on the basis of satisfactory evidence to be the personowhose name i /.ar6 subscribed to the within instrument and acknowledV4 to me that hP�0a ftl:4ey executed the same in ism/theriauthorized capacity(ie�'and that b is �elth' ' signafure(sn the instrument the personfsfor the entity upon behalf If of which the person Zed, exeedfed 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 sea ® SANDRAVELARDE Notary Public-California Orange County > Z Commission M 2217727 My Comm.Expires Oct 24,2021 Signature (Seal) •�.� 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 lift stations of similar size, project work within public streets, an area containing high ground water and pipeline construction in high ground water regions with shored excavations up to 30 feet below existing ground and 25 feet below sea level.. 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: ' Name and Address of Public Agency Name and Telephone No. of Project Manager: Pfgl/,C, DbH;N, cJsr—Z 3(0-427—/862 Z4 SOO, o/i STA �o�c /y-Alli, 0�4 20 Contract Amount Type of Work Date Completed Provide additional project description to show similar work: /7�7z��-ri'�u T�N�. f��S. Coi✓C,�� ft��y� _i r� e 2. 00(f Ck 72 0"-7 Name and Address o Public Agency Name and Telephone No. of Project Manager: �,� 6V E-rAl 6,�, 'J/q 64 7,R4S 7,*7)O J fi:betE h,5iW f OBAO�/8 Contract Amount Type of Work Date Completed Proxide additional project description to show similar work: i iJy/�'/F S ifl-72 O/J Gy -n 14` �-o Rz cc It-1- jhJ 5&L-)o �`� A✓i rf �`e T2�i �'7eou� 3. Name and Address of Public Agency Name and Telephone No. of Project Manager: - G 1 .�_ cf i4 q— 413—6618 3OO vev. ST UriM N 9 Contract Amount Type of Work Dafe Completed Provide additional project description to show similar work: G0 1'T/�e-7" GvGf� I.tJ;77/ Dr1-FA?,>J /gIFfFoJ j.J✓T.d-w �Q 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 supplemen'ta1l relevant project history in addition to the projects listed herein. Name of proposed Project Manager c Telephone No. of proposed Project Manager: .l 1{� - �J - 9 2 �O 9-co PO.L.-K. 4,,8-oo,ow., P(. tVP sI-AT1oN 04/23 `ZC� Project Name & Contract Amount Type of Work Date Completed Project Name & Contract Amount Type of Work Date Completed CA�C- Tv i-C-PD o , �,rao-1 R6�J �,, m-re-, 5 A o 7�-- 117 Project Name & Contract Amount Type of Work Date Completed Name of proposed Superintendent Telephone No. of proposed Superintendent: 98�a-i-# ton, P Lk. L gte ooa --" ;z�olyp 041123 -0 Project Name & Contract Amount Type of Work Date Completed soq-�Ji-�4- ANp- t/ ( ')Wrpt 7 Soo,0901 0 8/3p j/ce:a) Project Name & Contract Amount Type of Work Date Completed Project Name & Contract Amount Type of Work Date Completed C-1 l 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 anew 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/PublicWorks/SB854FactSheet 6.30.14.pdf DIR's Contractor Registration Link—Call (844) 522-6734 https:Hefiling.dir.ca.gov/P W CR/ActionServlet?action=displayPW CRegistrationForm DIR's Contractor Registration searchable database: https://efiling.dir.ca.gov/PWCR/Search.action I 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. Contractor By V CO Email Title Date: 0 V13 /2--C) PWC Registration #: W0000 'a O a 8 C-l2 City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER ONE For SAYBROOK LIFT STATION REPLACEMENT PROJECT CC 1585 May 7,2020 Notice to All Bidders: Please note the following clarifications to the Project Plans,Specifications,and Special Provisions 1) Cover Sheet and Sheet Al of the Project Specifications: Replace the listed bid due date of May 14, 2020 at 2:00 PM with the new bid due date of May 14, 2020, at 10:00 AM. Due to the COVID-19 pandemic, bids hand delivered, will be accepted between the hours of 9:00 AM and 10:00 AM, immediately outside of the Huntington Beach Civic Center entrance, on the day of the bid. Bids will be publicly opened in the same area to allow for social distancing. It is advised that bidders arrive earlier than normal to deliver bids and to allow for additional bid processing and acceptance times due to safety measures described above. 2) Sheet 5/G-5, has been modified, Construction Notes 51 and 101 have been changed. 3) Sheet 7/G-7, the construction sequence has been modified to accommodate changes to provide continuous electrical service to the existing sewer lift station. 4) Sheet 8/D-1, a note to include the partial demolition of an existing SCE vault was added. 5) Sheet 10/C-1 has been modified to include a buried plug valve at the upstream end of the force main. A note has been added to include the partial demolition of an existing SCE vault. 6) Sheet 11/C-2, a note to include the partial demolition of an existing SCE vault was added. 7) Sheet 12/C-3, a note to include the partial demolition of an existing SCE vault was added. 8) Sheet 14/C-5, project coordinates have been modified. 9) Sheet 15/C-6 has been modified to correct an error in the LEGEND which differentiates the pavement GRIND AND CAP from the FULL DEPTH PAVEMENT REPLACEMENT. 10) Sheet 16/C-7 the project Signing and Striping Plan has extensive changes. Bidders are encouraged to review this sheet in its entirety prior to the bid. 11) Sheet 19/CD-3, has been revised near the project generator. 12) Sheet 25/M-1, has been modified to allow a choice of two different brands of submersible wetwell pumps, in accordance with the revised specification. 13) Sheet 26/M-2, has been modified to allow a choice of two different brands of submersible wetwell pumps, in accordance with the revised specification. 14) Sheet 29/E-3, a conduit has been added to maintain continuous electrical service to the existing lift station. 15) Sheet 30/E-4, modifications to the electrical conduit plan. 16) Sheet 31/E-5, modifications to the electrical conduit plan. 17) SCE PRELIMINARY PLAN TD1486496, this plan shows the conduit 1-P run in its entirety. 18) Bid Schedule Sheet C-2.5, Bid Item 20, has been modified to include a buried plug valve. 19) Specification Section 02810, has been added. This section provides Wrought Iron Gate Details. 20) Specification Section 11320, has been modified to allow a choice of two different brands of submersible wetwell pumps. This is to acknowledge receipt and review of um Numb r ne,dated May 7,2020. r Company Name By Date 1 of 1 of Addendum No. 1 City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER TWO For SAYBROOK LIFT STATION REPLACEMENT PROJECT CC 1585 May 8,2020 Notice to All Bidders: Please note the following clarifications to the Project Plans,Specifications,and Special Provisions 1) The bid date and time remain the same as announced in Addendum Number One: Bids are due on May 14, 2020, at 10:00 AM. Due to the COVID-19 pandemic, bids hand delivered, will be accepted between the hours of 9:00 AM and 10:00 AM, immediately outside of the Huntington Beach Civic Center entrance, on the day of the bid. Bids will be publicly opened in the same area to allow for social distancing. It is advised that bidders arrive earlier than normal to deliver bids and to allow for additional bid processing and acceptance times due to safety measures described above. 2) Delete Appendix K: the Geotechnical Report. The Geotechnical Report from a different project was inadvertently published. Insert Appendix K Addendum Two: The Geotechnical Report for the Saybrook Lift Station and the Limited Environmental .Report for the Saybrook Lift Station. This is to acknowledge receipt and review of ndum Numb r Two,dated May 8,2020. Company Name By 6g/os /z3D Date 1 of 1 of Addendum No.2 BID BOND BBSU KNOW ALL BY THESE PRESENTS,That we, Lonerock, Inc. of P.O. Box 54503, Irvine, CA 92619 (hereinafter called the Principal), as Principal,and The Ohio Casualty Insurance Company (hereinafter called the Surety),as Surety are held and firmly bound unto The City of Huntington Beach (hereinafter called the Obligee)in the penal sum of 10% of Bid Amount Dollars( 10%of Bid Amount ) for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally,firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, That WHEREAS,the Principal has submitted or is about to submit a proposal to the Obligee on a contract for Saybrook Lift Station Replacement Project/Project#CC No. 1585 NOW, THEREFORE, If the said Contract be timely awarded to the Principal and the Principal shall, within such time as may be specified, enter into the Contract in writing, and give bond, if bond is required, with surety acceptable to the Obligee for the faithful performance of the said Contract,then this obligation shall be void;otherwise to remain in full force and effect. Signed and sealed this 12th day of May 2020 Lonerock, Inc. (Seal). T Principal Witness Gko� Dra ancvi ident Title The Ohio Casualty Insurance Company Witness By Q��f Dean E. Brown Attorney-in-Fact (Y I N SVRp UGOµPORA), to s SEAL o O oH�o a3 S-0053/OC 10/99 XDP THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. 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. Certificate No.7977363 Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS:That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire,that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana(herein collectively called the.."Companies"),pursuant to and.by authority herein,set forth.,does hereby name,constitute and appoint, Dean E.Brown all of the city of SAN CLEMENTE state of CA. each individually if there be more than one named,its true and lawful attorney-n-fact to make,execute,seal,acknowledge and deliver,for and on its behalf as surety and as.its act and:deed,any and all undertakings,bonds,recognizances and other surety obligations,in pursuance of these presents and shall be as binding upon the Companies as if they have been duty signed by the president and attested by secretary of the Companies in their own proper persons. IN WITNESS WHEREOF,this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 9th day of January 2018 j to The Ohio Casualty Insurance Company rn ` Liberty Mutual Insurance Company ai 0 919 n o c, 1912 y 1991 WestAmerican Insurance Company N ti 1 * * * By: � STATE OF PENNSYLVANIA ss David M.Care ;Assistant Secretary r_ ++ CU COUNTY OF MONTGOMERY c � — O d On this 9th . day of January 2018,before me personally appeared David M.Carey,who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance v E tJ d Company,The Ohio Casualty Company, and West American Insurance Company, and that he, as such, being authorized so to do, execute the foregoing instrument for the purposes d W p therein contained by signing on behalf of the corporations by himself as a duly authorized officer. O ec L L C Y > IN WITNESS WHEREOF,I have hereunto subscribed my name and affixed my notarial seal at King of Prussia,Pennsylvania,on the day and year first above written. O a N 6P PAST COMMONWEALTH OF PENNSYLVANIA �G' Q M — - `'+o�+wev �! Notarial Seal Teresa Pastella,Notary Public By: 00-C d OF Upper MerionTwp.,Montgomery County Teresa Pastella,Notary Public O L d C My Commission Expires March 28,2021 ?� M O 2`MMSYtN' 4 E OOTq�_,,q�� Member,Pennsylvania Hssuciation of Notaries a E C ca This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual .N O Insurance Company,and West American Insurance Company which resolutions are now in full force and effect reading as follows: r.. c1 ea In ARTICLE IV-OFFICERS-Section 12,Power of Attorney.Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President,and subject O C 4; to such limitation as the Chairman or the.President may prescribe,shall appoint such attorneys-in-fact,as may be necessary to act in behalf of the Corporation to make,execute,seal, >y O C acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Such attorneys-in-fact,subject to the limitations set forth in their respective -0 E y powers of attorney,shall have 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 m C (0 executed,such instruments shall be as binding as if signed by the President and attested to by the Secretary.Any power or authority granted to any representative or attorney-in-fact under > the provisions of this article may be revoked at any time by the Board,the Chairman,the President or by the officer or officers granting such power or authority. _ � CC r 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, , L and subject to such limitations as the chairman or the president may prescribe,shall appoint such attorneys-in-fact,as may be necessary to act in behalf of the Company to make,execute, M O seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Such attorneys-in-fact subject to the limitations set forth in their 00 Z v respective powers of attorney,shall have.full power to bind the Company by their.signature and execution of any such instruments and to attach thereto the seal of the Company. When so v 0- executed such instruments shall be as binding as if signed by the president and attested by the secretary, O Certificate of Designation-The President of the Company,.acting pursuantto the Bylaws of the:Company,authorizes 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,acknowledge and deliver as`surety any and all undertakings,:bonds,recognizances and other 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 certified copy of any power of attorney issued by the Company in connection with surety bonds,shall be valid=and binding upon the Company with the same force and effect as though manually affixed. I, Renee C. Llewellyn, the undersigned, Assistant:Secretary, The Ohiq,:Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company do hereby certify that the original power of attorney of:which the foregoing is:a full,true and correct copy of the Power of Attorney executed by said Companies, is in full 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 day of 20 . {V INSor sNSLn, ,,;INSUh� y+F - �4J"'1o�vata>�9�m JJP°PY'o�;�4(�r ���r�cuea;,w�'•^n f v1919 0 > 1912 ,° z 1991 By: a a Renee C.Llew ssistant Secretary 88 of 100 LMS 12873 022017 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 Orange County of ) On May 12, 2020 before me, Sandra Velarde, a notary public (insert name and title of the officer) personally appeared Dean E. Brown who proved to me on the basis of satisfactory evidence to be the person whose name�8'j subscribed to the within instrument and acknowledged to me that �elo.e executed the same in Pr= I authorized capacity i , and that by �Sittsign`aure the instrument the or the entity upon behalf of which the person> acted, exe uted the instrument. 1 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. SANDRAVELARDE Notary Public-California = Orange County n Commission#2217727 �,�� My Comm.Expires Oct 24,2021 Signature L' `"\ (Seal) 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 May 13, 2020 before me, Sandra Velarde, a notary public (insert name and title of the officer) personally appeared Dragan Marjanovic who proved to me on the basis of satisfactory evidence to be the pson>)whose name is)sscribed to the within instrument and acknowled ed to me thatttheq executed the same In �uthorized capaci!yaW, and that by i I�rft�efr signature�Won the instrument the person( , or the entity upon behalf of which the personXacted, 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. WITNESS my hand and official seal. SANDRAVELARDE x Notary Public-California z Orange County n Commission k 2217727 My Comm.Expires Oct 24,2021 Seal Signature g (Seal) ,^ \ � v \V � �.� < � �J� `\ � � � � � ` � �l �J � � �� �, a' �' � � � ��� ti �� N 5 �� � v \ � A s � 4 C � � a� o� � ��° �. M N ����-• � �� 4 � � V�� d O DC U Q W � � � w Zp � � � � a a � � City of Huntington Beach _ 2000 Main Street ♦ Huntington Beach, CA 92648 (714) 536-5227 ♦ www.huntingtonbeachca.gov Office of the City Clerk Robin Estanislau, City Clerk August 12, 2020 Pacific Hydrotech Corporation 314 E. 31 Street Perris, CA 92570 RE: Saybrook Lift Station Replacement Project—CC No. 1585 Enclosed please find your original bid bond for CC-1585. Sincerely, q4 Robin Estanislau, CIVIC City Clerk RE:ds Enclosure Sister Cities: Anjo, Japan ♦ Waitakere, New Zealand I SECTION C PROPOSAL for the construction of SAYBROOK LIFT STATION REPLACEMENT PROJECT CC No. C-1585 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 220 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. of� j5Xn Accompanying this proposal of bid, find g1 o P5 Ot**� t� in the amount of b 07-v 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►o% ", 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 a r' i nature C-2 BIDDING SCHEDULE THE CITY OF HUNTINGTON BEACH SAYBROOK LANE SEWER PUMP STATION NO.22 REPLACEMENT PROJECT CC-1585 Bid Description Estimated Unit Unit Price Total Price Item Quantity Per Plans and Specifications, furnish all labor, material and equipment to mobilize, 1 demobilize, and provide cleanup of 1 LS 230,OW- 230,E construction site: provide all bonds, insurance, and obtain all permits. Per Plans and Specifications, furnish all labor, 2 material and equipment to conduct 1 LS 2 construction survey and staking of the y i 2� 2��-Zoo, construction site. Per Plans and Specifications, furnish all labor, materials, and equipment as required to implement Construction Traffic and Pedestrian Control Plans to provide public convenience, safety and traffic control; 15 7, -00 3 including warning signs, high level warning 1 LS 1 .77,2'�`' devices, delineators, regulatory signs, barricades, and recessed trench plate bridging throughout the project. Traffic Control Plans were prepared by the Design Engineer and are provided in the Construction Drawings. Per Plans and Specifications, furnish all labor, materials and equipment to Pothole and locate horizontal and vertical positions of all existing 4 utilities in the vicinity of the work. Prepare a 1 LS g,"0, 1 91200• report and submit it to the City a minimum of four (4) weeks prior to start of construction to allow revisions to current design. Per Plans and Specifications, provide the services of a California Registered Geotechnical Engineer with experience in all elements of the project, to provide recommendations necessary for the design of 5 the contractors shoring system, dewatering I LS Zvi 000'r 2 0'000- system,and settlement monitoring program. C-2.1 Per Plans and Specifications, furnish all labor, materials, and equipment as required, develop, design, and implement trench and excavation safety measures, consisting of sheeting, shoring, and bracing, or equivalent method for the protection of life and limb in trenches, pump station excavation, valve vault 6 excavation, and other miscellaneous open 1 LS excavations; and protection of all adjacent structures in conformance with applicable safety orders. The work includes preparation of shoring plans and calculations by a California registered structural engineer incorporating the requirements of the dewatering plan, and recommendations contained in the geotechnical study performed by the Contractor. Per Plans and Specifications, develop a Dewatering Plan prepared by a California Registered Geotechnical Engineer, incorporating the requirements of the shoring plan and any additional geotechnical information developed by the Contractor. The work includes: obtaining NPDES permit from the Regional Water Quality Control Board,well drilling and destruction permits from Orange County Health Department, field testing (071i q00` 7 required for the design of the dewatering 1 LS (077, Qa0- system, implementation of the dewatering program, treatment of dewatering discharge, and removal of the dewatering system, including monitoring wells, when no longer needed. The work also includes the cost of a water treatment system with a capacity of 700 GPM and capable of the removal of contaminants listed in the preliminary Geotechnical Report. Per Plans and Specifications, furnish all labor, 8 materials, and equipment as required to 1 LS S develop a site-specific Storm Water S, Roo•- 90(1 Pollution Prevention Plan (SWPPP). C-2.2 Per Plans and Specifications, furnish all labor, materials, and equipment as required to install and maintain all BMP's identified in the approved Storm Water Pollution Prevention 9 Plan (SWPPP) throughout the duration of 1 LS 1 construction.At the completion of construction, 91 yCO• all BMP's shall be removed by the CONTRACTOR, and the site and all facilities restored to their original condition. Per Plans and Specifications, implement a site monitoring program to evaluate groundwater, settlement,and vibration in accordance with the 10 recommendations contained in the Contractor's 1 LS 1 Sq Geotechnical Investigation Report, for 20�p construction of the lift station sewers, wet well and valve vault. Per Plans and Specifications, furnish all labor materials and equipment necessary for sitework and demolition for the new pump station site and legally dispose of all removed 1 1 materials. The work includes, but is not limited I LS g0j Soo- Sol SW- to: curb, gutter, and sidewalk removal along Saybrook Lane and Heil Ave; and restoration; removal and relocation of street signs; and all other appurtenant work required. Per Plans and Specifications, furnish all labor, materials, equipment and tools necessary to construct relocated AWWA C900 DR 18 PVC water mains in Saybrook Lane including all 12 valves, fittings, tie-ins, testing, disinfection, I LS 376j 000, 376,000 and high line water service. The work includes removal and asbestos abatement of interfering segments of the existing water main within the limits of relocation, and abandonment of remaining pipe with flowable fill. Per Plans and Specifications, furnish all labor, material and equipment necessary, to construct 5-foot diameter pre-cast concrete sewer manhole and 24-inch diameter concrete access 13 vault for 6-inch camlock connection, each 1 LS g?jl goo. precast concrete structure shall have 125 mil Sancon 100 coating on all interior surfaces, including base per City Std. Plan 504 and 505, and composite frame and cover. C-2.3 Per Plans and Specifications, furnish all labor, 14 materials and equipment necessary,to construct 1 LS y���• 12-inch diameter VCP sewer from the new r �� manhole to the new lift station wet well. Per Plans and Specifications, furnish all labor, materials and equipment necessary to construct reinforced concrete, HDPE lined wet well with H-20 rated 316 stainless steel 15 lockable access hatch; access manway, pipe 1 LS sleeves; concrete fillet with HDPE sheet lining; exterior waterproofing and all other required appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary to construct reinforced concrete valve vault, 16 with H-20 rated aluminum 4-door lockable 1 LS Z 5-:51600,- 2��, 6�• access hatch, 316 stainless steel ladders, pipe sleeves, sump, exterior waterproofing, and all other required appurtenances Per Plans and Specifications, Furnish all labor, materials and equipment necessary and Install Wet Well Mechanical Equipment, including 2-each 15 HP, 750 gpm recessed impeller slide-rail submersible pumps and motors, and furnish a spare pump; 316 stainless steel 17 discharge elbows; 316 stainless steel discharge 1 LS 2. 900 226 FLV piping, fittings and support brackets; 316 stainless steel slide-rail system, guide brackets, lifting chain and bails; 316 stainless steel cable racks, level transducer stilling well; duckbill check valve; and all other required appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary and Install Valve Vault Mechanical Equipment, including pipe, valves, fittings, couplings, 18 electromagnetic flow meter, and insulating 1 LS �6� q�• g00 flanges; double ball flexible expansion joints; valves;316 stainless steel pipe supports,bypass connection; and all other required appurtenances. C-2.4 Per Plans and Specifications, furnish all labor, materials and equipment necessary, and construct miscellaneous pipe, including all 19 fittings; thrust blocks; cathodic protection 1 LS 3!5'1000 connection to and rechannelization of existing -- discharge manhole; and Sancon coating of existing discharge manhole. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and construct 8-inch and 6-inch AWWA C900 DR 20 14 PV ain, including all 1 LS 3C) qOO fittings buried ug valve, thrust blocks, and 3 �• 01�/q connecti o e is n discharge manhole and existing 6-inch bypass forcemain. Per Plans and Specifications, furnish all labor, materials and equipment necessary to 21 coordinate with Southern California Gas 1 LS Company, and construct permanent natural gas service for the project. Per Plans and Specifications, furnish all labor, materials and equipment necessary and install 120 kW natural gas fuel emergency generator set in a sound attenuated enclosure, t� �/ including all conduits, wires, pipes, fittings, 1 LS 1 y rI 22 gv 7/ valves, controls, reinforced concrete base, 2- inch pipe from the meter service meter to the Genset, and all appurtenances. Per Plans and Specifications, furnish all labor, materials, equipment necessary to furnish and install site electrical and instrumentation 23 systems; including conductors, raceway, 1 LS � 2_01 700 switches, lights, receptacles, level transducers, float switches, and all required appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary and install 316 stainless steel, NEMA 4X transfer switch enclosure, including automatic transfer switch with manual bypass, double through manual transfer switch, generator receptacle; 24 coordination with SCE to provide electrical 1 LS Sq, 8�'� Vh S00 service to site; 4-inch conduit with pull-rope for SCE conductor; 100 amp main switchboard; concrete pads for electrical equipment; and all required appurtenances; complete and in place, with all required appurtenances. Addendum 1,May 7,2020 C-2.5 Per Plans and Specifications, furnish all labor, 25 materials and equipment necessary and Install I LS 2 llfli 70 'G 7o0 pump control panel and PLC panel and appurtenances. Per Plans and Specifications, furnish all labor, 26 material and equipment necessary,and conduct 1 LS 300•' lift station start up and testing to full satisfaction of the City of Huntington Beach. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and demolish existing City of Huntington Beach Saybrook Sewer Lift Station, including removal, handling, and proper disposal of lead- based paint; removal and proper disposal of all equipment within the existing Lift Station; coordination and removal of SCE service meter, main disconnect, and manual transfer switch, and delivery of salvaged equipment to 27 City Yard; removal of curb, gutter, and 1 LS sidewalk; cleaning, lining, and rechanneling of the wet well; removal of the top slab and 4-feet of the dry well structure; backfilling of remaining dry well with Class 100-E-100 slurry; re-channelizing and interior coating of an existing influent manhole; filling of existing to be abandoned pipes with low strength slurry mix; backfilling of the excavation with approved materials; restoration of sidewalk; and all appurtenant work. Per Plans and Specifications furnish all labor, materials and equipment necessary,to construct 28 concrete curb, gutter, sidewalk, landscape I LS 133� J 33� • restoration and restoration of all improvements to pre-construction condition. Per Plans and Specifications, furnish all labor, materials, and equipment necessary to remove and full depth replace existing disturbed aggregate base, sawcut remove and full depth replace existing disturbed asphalt concrete, provide a 2-inch asphalt cement grind, and 29 provide a 2-inch asphalt cement cap within the 757 TON VI gel- Saybrook Lane and Heil Ave intersection. Work also includes remove and replace all impacted pavement and curb markings, striping, and adjustment of existing boxes, manholes, valve cans to grade, in Saybrook Lane and Heil Avenue. C-2.6 Per Plan and Specification, furnish all labor, materials, and equipment necessary to install temporary inclinometers, should they be 30 recommended or required by the Contractor's 4 EA j�ppd,� �� 000,E Geotechnical Engineer or Structural Engineer. No payment shall be made if inclinometers are not installed. Allowance for permitting — SCE connection fee, SCE permit fee, and SCAQWD permit fee. 31 Payment will be based on the actual fee paid by 1 LS $25,000 $25,000 the contractor. No additional mark-up is allowed. TOTAL BID ITEMS 1 THRU 30 FOR SAYBROOK LANE SEWER PUMP STATION REPLACEMENT PROJECT $ y 72giZ �- Total Amount of Base Bid in Writing: ovr M1 111'oh 5eV, , � Vgjrec( h(ihdrect Note: Refer to Section 9-3, Measurement and Payment for descriptions of each item on the Bid Schedule. Refer to Section 01025 Measurement and Payment for additional details. All extension of unit prices will be subject to verification by the Owner. In case verification is required between unit price and extension, the unit price will govern. The Owner reserves the right to reject all proposals and bid items. C-2.7 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 Item(s) Subcontractor License Registration# Amount Contract Number 5e �ri�o (Q upland, CAgas6gy C--l�( !p0°°°�2Sti 220i ooa y 690 23 L e d a/ec•l'� 37�09� I00". 4633 6 o v S Call�4 TIP SPr,/195 C_10 y2 �� �•q /a �s m Pq%�f�hy 6Qs17p �q,000. I,yo/a 16 Oceelnsidel CA �~ o IOOW76gSq t Jkl�2 e r �G Ih veYsi Le, (oowoZ:L-z3 I s Qcxrli jZebgr J� �,�� SI 8S93 C I0CVUV0 7qS `�3, O_ 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 th State of California that the foregoing is true and correct and that this declaration is executed A 1 70 at Date City State �oSEUTty 6uiryT , being first duly sworn, deposes and says that he or she is V lC G \oFary s of PAc i Flc_ 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. ?(A u F« 14,-4 n v o T E-c1-4 Name of Bidder Signature of 'd t H E 3 C-d S Ems' Cot 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 Saybrook Lift Station Replacement 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 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. 1' (� C, `1 b 6Lo'C tco Contractor By V 1 G� Title Date: C-5 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? ❑ 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. 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. 1P A F- c D'c-ort >rC-\—► Contract By Title Date: 1z, C-7 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: 1?A G1 T V-"O-T ECv\ Co V--P Bidder Name Business Address PEru2�5 Q2 S O City, State Zip ( Qs� ) g,A3 - SC603 �,I @ ?A (-" 4 o rl,-). Telephone Number Email Address S 1 cc, 3SS � State Contractor's License No. and Class y I G 10- -7 Original Date Issued c- 130 ` ZZ1 Expiration Date The work site was inspected by JO t3AL:TtN-W of our office on "Pt-' 6 , 291-:. The following are persons, firms, and corporations having a principal interest in this proposal: �4 - Y�,-Ea-SZ sF r 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 Nam , I Signature of Bidder joSi�-U ( u%U% Printed or Typed Signature C-8 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 County of RIVERSIDE On May 12, 2020 before me, KRISTINE LEW, NOTARY PUBLIC Date Here Insert Name and Title of the Officer personally appeared JOSELITO GUINTU Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(3Q whose name( is/Xl)t subscribed to the within instrument and acknowledged to me that he/§h&UWexecuted the same in his/gip{ authorized capacity(bp-V, and that by his/NdU signature(M on the instrument the person(30, or the entity upon behalf of which the personNj acted, executed the instrument. I certify under PENALTY OF PERJURY under the ibmy KRISTINE LEA► laws of the State of California that the foregoing motary Public-CaiBor�aRiverside County paragraph is true and correct. Commissionit2314071 Comm.Expires Doc 25,2013 WITNESS my hand and official seal. 0 Signature 9 Place Notary Seal and/or Stamp Above igna otary 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: BIDDER'S INFORMATION Document Date: 05/12/2020 Number of Pages: 1 Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Joseiito Guintu Signer's Name: NONE DO Corporate Officer-Title(s): VICE 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: PACIFIC HYDROTECH CORPORATION Signer is Representing: ;z<;.>�,-t� '� �a�`_`'. n`%✓ i� :rn �` a %psi-�a�-y���!'.`#'rfv.,Fg"a�i?z3":r-�v:z� vi,,�:.::.rd�? i:._�-�`?,�`?�s�� ��'�"''.�%%�v3as:,�x' 0c2018 National Notary Association NOTARY CERTIFICATE Subscribed and sworn to before me this_day of , 201_ 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 ) County of ) On before me, Month, Day, and Year Insert Name and Title of Notary personally appeared 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. Signature Signature of Notary Public (PLACE NOTARY SEAL ABOVE) C-9 PACIFIC HYDROTECH CORPORATION CORPORATE RESOLUTION RESOLVED, that Joselito Guintu has the authority to sign contracts on behalf of the corporation. January 26, 2017 AUTHORIZED SIGNATURES J K i-rk mains, sident Sean Finnegan, Vice President Bob Owens,Vice President v y Dale McKa s4 `-Oselit ..uintu, Vice President Ma Whit , Vice-pies' en Christy L s, Secretary Sean J Harns, CFO 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 lift stations of similar size, project work within public streets, an area containing high ground water and pipeline construction in high ground water regions with shored excavations up to 30 feet below existing ground and 25 feet below sea level.. 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: (- ILLS i 1. EPrS7EN"L- MuN1C W 'R EcL PER.21S , C'A Name and Address of Public Agency Name and Telephone No. of Project Manager: CLL G CI-A E 14 1 - cl y 3- a3 SDg��A U Contra'd Amount Type of Work Date Completed Provide additional project description to show similar work: ti1E� ICbl Pr.pe yaFT ►�1ELL- 1NS"Lc.ATa'o O F fA(1- W S u Fi (14 E n 5 1 13 LF_ u h P S 1 S6,b SAC40 CA�`�of' /q.rF 2. %M 4 N L1-4 W IA -C E n- 71 Sj O-A c--v- I(W I N C.A Name and Address of Public Agency Name and Telephone No. of Project Manager: G Gl-1 e / tjrweO(Ur Loner CC ci Z 3 (-I F T S T q-r%.oN C tract Amount Type of Work Date Completed Provide additional project description to show similar work: l;LE-TfLAC-A( W f-T W S LL �5 T W F t'L- e`i PIA S 5 pOv2 cou -t rzo(, c-N r--m F E£-P `LCobJd }4 -isa u IFJa 3. 1A LTo rJ rJ I Gm F L L,4 A t E.CL 0 u %rt,1 o, c-�, Name and Address of Public Agency Name and Telephone No. of Project Manager: 6(W, CH E H F-7 a�L AJ1a-� �o ZZ 22 l,1 r-T S TA n°"i Contract Amount Type of Work Date Completed Provide additional project description to show similar work: RAH A a I L I -r A'iI-0`J o E-X 1 S-1 1 N y S-`A TI G Gc,ri I:n.ATOrl- -, pPP F- p,. r-P s 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. C-)RR-& C N E-N k�a Name of proposed Project Manager Telephone No. of proposed Project Manager: 50&04a,A l_IT-T STATA or' i l 1`i1 , I3 14L46 ZDz 8 Project Name & Contract Amount Type of Work Date Completed r) EW PO (u C,--�,A S V LEFT s���d 3 � 3 (1 C6 pi—c- —Z,-D I q Project Name & Contract Amount Type of Work Date Completed o LIFT S-` p,-TA ai1 4 ►g N <g Project Name & Contract Amount Type of Work Date Completed 2. k ESN" M A S S F- Name of proposed Superintendent Telephone No. of proposed Superintendent: I:) - q y 3- —y) SogbOA L11= T- S�P,TtorJ ' 1 , 1',I-7 � 1'�� AUG m z1� t4s Project Nae & Contract Amount Type of ork Date Completed P O(UT 14 5 T t_I F 1 S-T Ia T a-i ' 3 6 2 3 (, 4 p C- zo Project Name & Contract Amount Type of Work Date Completed Project Name & Contract Amount Type of Work Date Completed C-1 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/PublicWorks/SB854FactShect 6.30.14.pdf DIR's Contractor Registration Link—Call (844) 522-6734 https:Hefiling.dir.ca.gov/PWCR/ActionServlet?action=displayP WCRegistrationForm DIR's Contractor Registration searchable database: https://efiling.dir.ca.gov/PWCR/Search.action I 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. F(\c t P C_ N 0r1,0 -1 �O Contractor By Q it0 . co d-r Email (� Title Date: PWC Registration #: 1 p©o0<D Z 91�6� C-12 City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER ONE For SAYBROOK LIFT STATION REPLACEMENT PROJECT CC 1585 May 7, 2020 Notice to All Bidders: Please note the following clarifications to the Project Plans, Specifications,and Special Provisions 1) Cover Sheet and Sheet Al of the Project Specifications: Replace the listed bid due date of May 14, 2020 at 2:00 PM with the new bid due date of May 14, 2020, at 10:00 AM. Due to the COVID-19 pandemic, bids hand delivered, will be accepted between the hours of 9:00 AM and 10:00 AM, immediately outside of the Huntington Beach Civic Center entrance, on the day of the bid. Bids will be publicly opened in the same area to allow for social distancing. It is advised that bidders arrive earlier than normal to deliver bids and to allow for additional bid processing and acceptance times due to safetv measures described above. 2) Sheet 5/G-5, has been modified, Construction Notes 51 and 101 have been changed. 3) Sheet 7/G-7, the construction sequence has been modified to accommodate changes to provide continuous electrical service to the existing sewer lift station. 4) Sheet 8/D-1, a note to include the partial demolition of an existing SCE vault was added. 5) Sheet 10/C-1 has been modified to include a buried plug valve at the upstream end of the force main. A note has been added to include the partial demolition of an existing SCE vault. 6) Sheet 11/C-2, a note to include the partial demolition of an existing SCE vault was added. 7) Sheet 12/C-3, a note to include the partial demolition of an existing SCE vault was added. 8) Sheet 14/C-5, project coordinates have been modified. 9) Sheet 15/C-6 has been modified to correct an error in the LEGEND which differentiates the pavement GRIND AND CAP from the FULL DEPTH PAVEMENT REPLACEMENT. 10) Sheet 16/C-7 the project Signing and Striping Plan has extensive changes. Bidders are encouraged to review this sheet in its entirety prior to the bid. 11) Sheet 19/CD-3, has been revised near the project generator. 12) Sheet 25/M-1, has been modified to allow a choice of two different brands of submersible wetwell pumps, in accordance with the revised specification. 13) Sheet 26/M-2, has been modified to allow a choice of two different brands of submersible wetwell pumps, in accordance with the revised specification. 14) Sheet 29/E-3, a conduit has been added to maintain continuous electrical service to the existing lift station. 15) Sheet 30/E-4, modifications to the electrical conduit plan. 16) Sheet 31/E-5, modifications to the electrical conduit plan. 17) SCE PRELIMINARY PLAN TD1486496, this plan shows the conduit 1-P run in its entirety. 18) Bid Schedule Sheet C-2.5, Bid Item 20, has been modified to include a buried plug valve. 19) Specification Section 02810, has been added. This section provides Wrought Iron Gate Details. 20) Specification Section 11320, has been modified to allow a choice of two different brands of submersible wetwell pumps. This is to acknowledge receipt and review of Addendum Number Ond,daR 20. �\ c t�T CA Company Name By � �3 7-0 Date 1 of 1 of Addendum No. I City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER TWO For SAYBROOK LIFT STATION REPLACEMENT PROJECT CC 1685 May 8,2020 Notice to All Bidders: Please note the following clarifications to the Project Plans,Specifications,and Special Provisions 1) The bid date and time remain the same as announced in Addendum Number One: Bids are due on May 14, 2020, at 10:00 AM. Due to the COVID-19 pandemic, bids hand delivered, will be accepted between the hours of 9:00 AM and 10:00 AM, immediately outside of the Huntington Beach Civic Center entrance, on the day of the bid. Bids will be publicly opened in the same area to allow for social distancing. It is advised that bidders arrive earlier than normal to deliver bids and to allow for additional bid processing and acceptance times due to safety measures described above 2) Delete Appendix K: the Geotechnical Report. The Geotechnical Report from a different project was inadvertently published. Insert Appendix K Addendum Two: The Geotechnical Report for the Saybrook Lift Station and the Limited Environmental .Report for the Saybrook Lift Station. This is to acknowledge receipt and review of Addendum Number Two,dated y 8, Company Name Date 1 of 1 of Addendum No. 2 Document A310 TM - 2010 Conforms with The American Institute of Architects AIA Document 310 Bid Bond CONTRACTOR: SURETY: (Nance,legal staffer and rrddresa) (Nance,legal staters and principal place of business) Pacific Hydrotech Corporation Liberty Mutual Insurance Company This document has important 314 East 3rd Street 175 Berkeley Street legal consequences.Consultation Perris, CA 92570 Boston, MA 02116 with an attorney is encouraged with respect to its completion or OWNER: modification. !,Vane,legal starts and address) Any singular reference to City of Huntington Beach Contractor,Surety,Owner or other patty shall be considered 2000 Main Street plural where applicable. Huntington Beach, CA 92648 BOND AMOUNT: $ 10% Ten Percent of Amount Bid PROJECT: (,'mine,location or address and 1'ro%cct nrunbcr,if m{t) Saybrook Lift Station Replacement The Contractor and Surety arc bound to the Owner in the amount set forth above,for the payment of which the Contractor and Surct-y bind themselves,their heirs,executors,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 the bid documents,or within such time period as may be agreed to by the Orvncr and Contractor,and the Contractor either(1)enters into a contract with the Owner in accordance with the terms 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 Proiect and otherwise acceptable to the Owner,for the faithful performance of such Contract and for the prompt payment of labor and material fumishcd 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 perlbrm 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 ol'an agreement between lire Owner and Contractor to extend the time in which the 0xvner may accept the bid.1kaiver of notice by the Surety shall not apply to any extension exceeding sixty(60)days in the aggregate beyond the time fior acceptance ol'bids specified in the bid documents,and the Ovvner and Contractor shall obtain the Surety's consent fiir 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 lurnished to comply with a statutory or other legal requirement in the location of the Project,any provision in (his Bond conflicting with said statutory or legal requirement shall be deemed deleted herelront and provisions confirming to such statutory or other legal requirement shall be deemed incorporated herein.When so litmished,the intent is that this Bond shall be construed us a statutory bond and not as a common law bond. Signed and scaled this 5th day of May, 2020 Pacific Hydrotech Corporation (Principal) (seal) (1 f'ibress) � By: Liberty Mutual Insur nce Company (Sur et)) (Seal) ate Myers n^ By: I r`, (T410Maria Guise Attorney-in-Fact S-0054/AS 8110 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 RIVERSIDE J} On May 6,2020 before me, KRISTINE LEW, NOTARY PUBLIC Date Here Insert Name and Title of the Officer personally appeared JOSELITO GUINTU Nome(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(.N whose name(N is/&Ls subscribed to the within instrument and acknowledged to me that he/sX jXexecuted the same in his/1 1X authorized capacity(",and that by his/NdtX]NiKsignature(!�on the instrument the person(30, or the entity upon behalf of which the person%)acted, executed the instrument. I certify under PENALTY OF PERJURY under the °s�ti KRISTiNELEW laws of the State of California that the foregoing NotaryPublic-California paragraph is true and correct. Riverside County Commission#23t4071 WITNESS my hand and official seal. '���•"� My Comm.Expires Dec 25,2023 Signatu Place Notary Seal and/or Stamp Above I-L�gnoture,of Nefory 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: BID BOND Document Date: 5-5-2020 NumberofPages: Signer(s) Other Than Named Above: Capacity(ies)Claimed by Signer(s) Signer's Name: Joseiito Guintu Signer's Name: NONE EI Corporate Officer-Title(s): VICE 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: PACIFIC HYDROTECH CORPORATION Signer is Representing: rti :< "_' .:,: F2> ©2018 National Notary Association 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 Orange ) On MAY U 5 2020 before me, Reece Joel Diaz,Notary Public , Date Hen:Insert Name and Title of the Officer personally appeared Maria Guise 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 A is true and correct. REECE JOE_D:a2 WITNESS my hand and official seal. Notary Public-California Orange County `��` Commission Y 2294772 — My Comm.Expires Jun 25,2023 Signature SignatuVfNotary Public Place Notary Seat 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 — -.Limited ! General Partner — !.': Limited General Individual x 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#5907 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. Liberty Liberty Mutual Insurance Company mutuil. The Ohio Casualty Insurance Company Certificate No:8201964-977460 SURETY West American Insurance Company POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS:That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire,that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts,and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana(herein collectively called the"Companies"),pursuant to and by authority herein set forth,does hereby name,constitute and appoint, Rhonda C. Abel;Jeri Apodaca;Reece Joel Diaz;Maria Guise;Kim Luu;Michael D.Parizino;Rachelle Rheault;Heather Saltarelli;James A.Schaller all of the city of Newport Beach state of Califomia each individually if there be more than one named,its true and lawful attorney-in-fact to make, execute,seal,acknowledge and deliver,for and on its behalf as surety and as its act and deed,any and all undertakings,bonds,recognizances and other surety obligations,in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF,this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 23rd day of August , 2019 Liberty Mutual Insurance Company P�1NS1/� P�SV INSrj,p� �%Nsu� The Ohio Casualty Insurance Company �opPORvr�y \mac °aPO'�,r 10 West American Insurance CompanyLu >, , 3 Fob vQ3 Fo m � 3 Fot� to 1912 0 1919 2 1991 0 a 0 o a N ZOCHu yl *m psa1d 3 dyt 0#10 l"tidBy: C c David M.Carey,Assistant Secretary State of PENNSYLVANIAca > County of MONTGOMERY ss � rn c) a) On this 23rd day of August 2019 before me personally appeared David M.Carey,who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance o o Company,The Ohio Casualty Company,and West American Insurance Company,and that he,as such, being authorized so to do,execute the foregoing instrument for the purposes= a`) > therein contained by signing on behalf of the corporations by himself as a duly authorized officer. W 3 IN WITNESS WHEREOF,I have hereunto subscribed my name and affixed my notarial seal at King of Prussia,Pennsylvania,on the day and year first above written. (D CL L •� eP PASS, C:)N Qt�,^t\Qi.;Fvfi Ff COMMONWEALTH OF PENNSYLVANIA ° �� !y Notarial Seal ,®®-, ¢-a do F o OF b Teresa Pastella,Notary Public �Q O � O a) Upper MerionTwp.,Montgomery County By: C N c`�" My Commission Expires March 28,2021 ?� E vsyLva `� eresa Pastella,Notary Public O m OTC PUQ� Member,Pennsylvania Association of Notaries O M to O a) This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual w o) Insurance Company,and West American Insurance Company which resolutions are now in full force and effect reading as follows: o a1i ai ARTICLE IV—OFFICERS:Section 12.Power of Attorney. 3 o @ Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject to such limitation as the Chairman or the g > President may prescribe,shall appoint such attorneys-in-fact,as may be necessary to act in behalf of the Corporation to make,execute,seal,acknowledge and deliver as surety >C) Co> C: any and all undertakings,bonds,recognizances and other surety obligations.Such attorneys-in-fact,subject to the limitations set forth in their respective powers of attorney,shall r N L have 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 executed,such "'-'°D Z instruments shall be as binding as if signed by the President and attested to by the Secretary.Any power or authority granted to any representative or attorney-in-fact under the C') provisions of this article may be revoked at any time by the Board,the Chairman,the President or by the officer or officers granting such power or authority. C:°O ARTICLE XIII—Execution of Contracts:Section 5,Surety Bonds and Undertakings. 0 Any officer of the Company authorized for that purpose in writing by the chairman or the president,and subject to such limitations as the chairman or the president may prescribe, F0 CD shall appoint such attomeys-in-fact,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 obligations.Such attorneys-in-fact subject to the limitations set forth in their respective powers of attorney,shall have full power to bind the Company by their signature and execution of any such instruments 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 attested by the secretary. Certificate of Designation—The President of the Company,acting pursuant to the Bylaws of the Company,authorizes 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,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other 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 certified copy of any power of attorney issued by the Company in connection with surety bonds,shall be valid and binding upon the Company with the same force and effect as though manually affixed. I,Renee C.Llewellyn,the undersigned,Assistant Secretary,The Ohio Casualty Insurance Company,Liberty Mutual Insurance Company,and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full,true and correct copy of the Power of Attorney executed by said Companies,is in full 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 5th day of May 2020 Pv 1NSu� P�,SY INS& a 1NSub ory�roy�c� Q 3°opror�rb y� 34°pv° Je�roycm 1912 o y 1919 o a 1991 S,1CNU5 aaa y0 By, �NgMvs�`,aa �'y, rN°IANP ,da3 Renee C.Llewellyn,Assistant Secretary LMS-12873 LMIC OCIC WAIC Multi Co 062018 9 k r � a � F �9 p o W ° Z C V Ir N o o u wIt 7 Z N $ t2Jf m a a to Q C 1 4 f City of Huntington Beach 52 2000 Main Street ♦ Huntington Beach, CA 92648 (714) 536-5227 ♦ www•huntingtonbeachca.gov Office of the City Clerk Robin Estanislau, City Clerk August 12, 2020 Vido Artukovich & Son, Inc. Vidmar, Inc. A JV 11155 Rush Street South El Monte, CA 91733 RE: Saybrook Lift Station Replacement Project—CC No. 1585 Enclosed please find your original bid bond for CC-1585. Sincerely, 47.E4V4J4 Robin Estanislau, CIVIC City Clerk RE:ds Enclosure Sister Cities: Anjo, Japan ♦ Waitakere, New Zealand SECTION C PROPOSAL for the construction of SAYBROOK LIFT STATION REPLACEMENT PROJECT CC No. C-1585 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 220 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-t 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 bidder's bond in the amount of 10Z 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 No. Date Received Bidder's Signature 1 5/7/2020 2 5/8/2020 C-2 BIDDING SCHEDULE THE CITY OF HUNTINGTON BEACH SAYBROOK LANE SEWER PUMP STATION NO.22 REPLACEMENT PROJECT CC-1585 Bid Estimated Item Description Quantity Unit Unit Price Total Price Per Plans and Specifications, furnish all labor, I material and equipment to mobilize, 0,�) demobilize, and provide cleanup of I LS QQ� i ,. " construction site: provide all bonds, insurance, and obtain all permits. Per Plans and Specifications, furnish all labor, 2 material and equipment to conduct I LS 30��`�' 3a� construction survey and staking of the construction site. Per Plans and Specifications, furnish all labor, materials, and equipment as required to implement Construction Traffic and Pedestrian Control Plans to provide public convenience, safety and traffic control; 3 including warning signs, high level warning 1 LS 'OV"/0� 1001" devices, delineators, regulatory signs, barricades, and recessed trench plate bridging throughout the project. Traffic Control Plans were prepared by the Design Engineer and are provided in the Construction Drawings. Per Plans and Specifications, furnish all labor, materials and equipment to Pothole and locate horizontal and vertical positions of all existing �� a 4 utilities in the vicinityof the work. Prepare a I LS 30/ 00 report and submit it to the City a minimum of four (4) weeks prior to start of construction to allow revisions to current design. Per Plans and Specifications, provide the services of a California Registered Geotechnical Engineer with experience in all elements of the project, to provide recommendations necessary for the design of 5 the contractors shoring system, dewatering I LS system,and settlement monitoring program. C-2.1 Per Plans and Specifications, furnish all labor, materials, and equipment as required, develop, design, and implement trench and excavation safety measures, consisting of sheeting, shoring, and bracing, or equivalent method for the protection of life and limb in trenches, pump station excavation, valve vault 6 excavation, and other miscellaneous open excavations; and protection of all adjacent l LS structures in conformance with applicable safety orders. The work includes preparation of shoring plans and calculations by a California registered structural engineer incorporating the requirements of the dewatering plan, and recommendations contained in the geotechnical study performed by the Contractor. Per Plans and Specifications, develop a Dewatering Plan prepared by a California Registered Geotechnical Engineer, incorporating the requirements of the shoring plan and any additional geotechnical information developed by the Contractor. The work includes: obtaining NPDES permit from the Regional Water Quality Control Board,well drilling and destruction permits from Orange 7 County Health Department, field testing 1 LS 3} J required for the design of the dewatering system, implementation of the dewatering program, treatment of dewatering discharge, and removal of the dewatering system, including monitoring wells, when no longer needed. The work also includes the cost of a water treatment system with a capacity of 700 GPM and capable of the removal of contaminants listed in the preliminary Geotechnical Report. Per Plans and Specifications, furnish all labor, 8 materials, and equipment as required to U develop a site-specific Storm Water 1 LS d(ji'J �� Pollution Prevention Plan (SWPPP). C-2.2 Per Plans and Specifications, furnish all labor, materials, and equipment as required to install and maintain all BMP's identified in the approved Storm Water Pollution Prevention 9 Plan (S WPPP) throughout the duration of 1 LS Z5 d 8U Zr p p� construction.At the completion of construction, 1 all BMP's shall be removed by the CONTRACTOR, and the site and all facilities restored to their original condition. Per Plans and Specifications, implement a site monitoring program to evaluate groundwater, settlement,and vibration in accordance with the 10 recommendations contained in the Contractor's 1 LS 1 v A-1% 769 c� Geotechnical Investigation Report, for / ' construction of the lift station sewers, wet well and valve vault. Per Plans and Specifications, furnish all labor materials and equipment necessary for sitework and demolition for the new pump station site and legally dispose of all removed 1 1 materials. The work includes, but is not limited 1 LS 1 5D,OX to: curb, gutter, and sidewalk removal along Saybrook Lane and Heil Ave; and restoration; removal and relocation of street signs; and all other appurtenant work required. Per Plans and Specifications, furnish all labor, materials, equipment and tools necessary to construct relocated AWWA C900 DR 18 PVC water mains in Saybrook Lane including all 12 valves, fittings, tie-ins, testing, disinfection, 1 LS and high line water service. The work includes removal and asbestos abatement of interfering segments of the existing water main within the limits of relocation, and abandonment of remaining pipe with flowable fill. Per Plans and Specifications, furnish all labor, material and equipment necessary, to construct 5-foot diameter pre-cast concrete sewer manhole and 24-inch diameter concrete access 0/ d"W sd dpv 13 vault for 6-inch camlock connection, each 1 LS precast concrete structure shall have 125 mil Sancon 100 coating on all interior surfaces, including base per City Std. Plan 504 and 505, and composite frame and cover. C-2.3 Per Plans and Specifications, furnish all labor, 14 materials and equipment necessary,to construct 1 LS 12-inch diameter VCP sewer from the new manhole to the new lift station wet well. Per Plans and Specifications, furnish all labor, materials and equipment necessary to construct reinforced concrete, HDPE lined _ l5 wet well with H-20 rated 316 stainless steel I LS lockable access hatch; access manway, pipe sleeves; concrete fillet with HDPE sheet lining; exterior waterproofing and all other required appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary to construct reinforced concrete valve vault, 16 with H-20 rated aluminum 4-door lockable 1 LS j access hatch, 316 stainless steel ladders, pipe sleeves, sump, exterior waterproofing, and all other required appurtenances Per Plans and Specifications, Furnish all labor, materials and equipment necessary and Install Wet Well Mechanical Equipment, including 2-each 15 HP, 750 gpm recessed impeller slide-rail submersible pumps and motors, and furnish a spare pump; 316 stainless steel a� 17 discharge elbows; 316 stainless steel discharge 1 LS iZ/V D�X) 3�r piping, fittings and support brackets; 316 stainless steel slide-rail system, guide brackets, lifting chain and bails; 316 stainless steel cable racks, level transducer stilling well; duckbill check valve; and all other required appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary and Install Valve Vault Mechanical Equipment, including pipe, valves, fittings, couplings, Gsd �/Qv 18 electromagnetic flow meter, and insulating I LS flanges; double ball flexible expansion joints; valves;316 stainless steel pipe supports,bypass connection; and all other required appurtenances. C-2.4 Per Plans and Specifications, furnish all labor, materials and equipment necessary, and construct miscellaneous pipe, including all 19 fittings; thrust blocks; cathodic protection I LS b � / 000 connection to and rechannel ization of existing C �� l aD discharge manhole; and Sancon coating of existing discharge manhole. Per Plans and Specifications, furnish all labor, materials and equipment necessary, and construct 8-inch and 6-inch AWWA C900 DR 20 14 PV Mish in, including all 1 I's fittings buried thrust blocks, and connecti o ischarge manhole and existing 6-inch bypass forcemain. Per Plans and Specifications, furnish all labor, materials and equipment necessary to 21 coordinate with Southern California Gas 1 LS '70. O-OC) Z� Company,and construct permanent natural gas service for the project. Per Plans and Specifications, furnish all labor, materials and equipment necessary and install 120 kW natural gas fuel emergency �� generator set in a sound attenuated enclosure, 1 LS including all conduits, wires, pipes, fittings, valves, controls, reinforced concrete base, 2- inch pipe from the meter service meter to the Genset,and all appurtenances. Per Plans and Specifications, furnish all labor, materials, equipment necessary to furnish and install site electrical and instrumentation 23 systems; including conductors, raceway, I l.S 300,19' switches, lights, receptacles, level transducers, float switches,and all required appurtenances. Per Plans and Specifications, furnish all labor, materials and equipment necessary and install 316 stainless steel, NEMA 4X transfer switch enclosure, including automatic transfer switch with manual bypass, double through manual transfer switch, generator receptacle; �n�� /�a Ord 24 coordination with SCE to provide electrical 1 LS C IV, d� service to site;4-inch conduit with pull-rope for SCE conductor; 100 amp main switchboard; concrete pads for electrical equipment; and all required appurtenances; complete and in place, with all required appurtenances. Addendum 1,May 7,2020 C-2.5 Per Plans and Specifications, furnish all labor, 25 materials and equipment necessary and Install I LS pump control panel and PLC panel and appurtenances. Per Plans and Specifications, furnish all labor, 26 material and equipment necessary,and conduct I LS g o`er 75 D lift station start up and testing to full satisfaction of the City of Huntington Beach. Per Plans and Specifications, furnish all labor. materials and equipment necessary, and demolish existing City of Huntington Beach Saybrook Sewer Lift Station, including removal, handling,and proper disposal of lead- based paint; removal and proper disposal of all equipment within the existing Lift Station; coordination and removal of SCE service meter, main disconnect, and manual transfer switch, and delivery of salvaged equipment to 27 City Yard; removal of curb, gutter, and I LS sidewalk; cleaning, lining, and rechanneling of the wet well; removal of the top slab and 4-feet of the dry well structure; backfilling of remaining dry well with Class 100-E-100 slurry; re-channelizing and interior coating of an existing influent manhole; filling of existing to be abandoned pipes with low strength slurry mix; backfilling of the excavation with approved materials; restoration of sidewalk; and all appurtenant work. Per Plans and Specifications furnish all labor, materials and equipment necessary,to construct 28 concrete curb, gutter, sidewalk, landscape I LS restoration and restoration of all improvements to pre-construction condition. Per Plans and Specifications, furnish all labor, materials, and equipment necessary to remove and full depth replace existing disturbed aggregate base, sawcut remove and full depth replace existing disturbed asphalt concrete, provide a 2-inch asphalt cement grind, and J3Z, 7"- 29 provide a 2-inch asphalt cement cap within the 757 TON 2 Saybrook Lane and Heil Ave intersection. Work also includes remove and replace all impacted pavement and curb markings, striping, and adjustment of existing boxes, manholes, valve cans to grade, in Saybrook Lane and Heil Avenue. C-2.6 Per Plan and Specification, furnish all labor, materials, and equipment necessary to install temporary inclinometers, should they be ^') 30 recommended or required by the Contractor's 4 EA dam" Geotechnical Engineer or Structural Engineer. No payment shall be made if inclinometers are not installed. Allowance for permitting — SCE connection fee, SCE permit fee, and SCAQWD permit fee. 31 Payment will be based on the actual fee paid by 1 LS $25,000 $25,000 the contractor. No additional mark-up is allowed. TOTAL BID ITEMS 1 THRU 30 FOR SAYBROOK LANE SEWER PUMP $(f �/7 �7 STATION REPLACEMENT PROJECT (( Total Amount of Base Bid in Writing: Fbv - Al uuou �4& 4i"46s 6 '56VCkT C1J Note: Refer to Section 9-3, Measurement and Payment for descriptions of each item on the Bid Schedule. Refer to Section 01025 Measurement and Payment for additional details. All extension of unit prices will be subject to verification by the Owner. In case verification is required between unit price and extension,the unit price will govern. The Owner reserves the right to reject all proposals and bid items. C-2.7 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 $10,000, whichever is greater, and the portion of the work to be done by such subcontractor. Bid Name and Address of State Class DIR PWC Dollar % of Item(.$) Subcontractor License Registration# Amount Contract Number Z6�t" n q z ti Wu�&*Al Avc, g05,640 /OGiow2s6 /50 V 37ML A �/UA FO �5' aDo�1iz5 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 on5/13/20, at South El Monte_, CA Date City State Vido Artukovich , being first dul sworn d p es an�i says that he or she is Managing Partner of ' 1 o Artikovi�h, Ton, nc�� Ear nc. e 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. Vido Artukovich & Son, Inc./Vidmar, Inc. A JV Name of Bidder Signature of Bidder 11155 Rush Street, South El Monte, CA 91733 Address of Bidder C-a CALIFORNIA JURAT WITH AFFIANT STATEMENT GOVERNMENT CODE 8202 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 Subscribed and sworn to (or affirmed) before me on this 13th day of May, 2020 by Vido Artukovich, proved to me on the basis of satisfactory evidence to be the person who appeared before me. � .� SHARONARTUKOVICH (� Notary Public-California Sig ature Los Angeles County Commission k 2296136 °"� My Comm.Expires Jul 31, 2023 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 Saybrook Lift Station Replacement 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. Vido Artukovich & Son, Inc./Vidmar, Inc. A JV Contractor By Vido Artukovich Managing Partner Title Date: 5-13-2020 C-5 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? ❑ 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 I will comply with such provisions before commencing the performance of the work of this contract. Vido Artukovich & Son, Inc./Vidmar, Inc. A JV Contractor By Vido Artukovich Managing Partner Title Date: 5-13-2020 C-7 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: Vido Artukovich & Son, Inc./Vidmar, Inc. A JV Bidder Name 11155 Rush Street Business Address South E1 Monte, CA 91733 City, State Zip ( 626 ) 444-4286 info@artukovich.com Telephone Number Email Address 726231 A State Contractor's License No. and Class 8/14/1996 Original Date Issued 8/31/2020 Expiration Date The work site was inspected by Anthony Artukovicf our office on May 6 200 The following are persons, firms, and corporations having a principal interest in this proposal: Vido Artukovich - Managing Partner A.P. Artukovich - Managing Partner 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. Vido Artukovich & Son, Inc./Vidmar, Inc. A JV Company Name / Signature of Bidder Vido Artukovich Printed or Typed Signature C-8 NOTARY CERTIFICATE Subscribed and sworn to before me this 13t4lay of May , 20 20 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 May 13, 2020 before me, Sharon Artukovich, Notary Public Month, Day, and Year Insert Name and Title of Notary personally appeared Vido Artukovich Name(i)of SignerO who proved to me on the basis of satisfactory evidence to be the person(!) whose name(i) is/drk subscribed to the within instrument and acknowledged to me that he/SMAUS executed the same in his/hv'r/thtVr authorized capacity(iis), and that by his/h/er/tgiir signature(on the instrument the person(s�, or the entity upon behalf of which the person(i) 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. SHARON ARTUKOVICH WITNESS my hand and official seal. _ " f Notary Public.California \ +' Los Angeles County Commission N 2296136 My Comm.Expires Jul 31,2023 S' nature 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 lift stations of similar size, project work within public streets,an area containing high ground water and pipeline construction in high ground water reLrions with shored excavations up to 30 feet below existing Lyround and 25 feet below sea level.. 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: 1. City of Malibu — 23825 Stuart Ranch Road, Malibu, CA 90265 Name and Address of Public Agency Name and Telephone No. of Project Manager: Rob DuBoux P.E. 310 456-2489 x339 $20,451,881 Civic Center WTF—Phasel, Pipelines and Pump Stations 9/20/18 Contract Amount Type of Work Date Completed Provide additional project description to show similar work: Furnish and install 21,2001f open cut 4" to 14" HDPE sewer, 13,7061f to rec acme water, , ore and Jack steel casing 2 pump stations, all appurtenance with tie in to treatment p ant. 2• City of Huntington Beach— 2000 Main Street, Huntington Beach, CA 92648 Name and Address of Public Agency Name and Telephone No. of Project Manager: David Verone 714 536-5431 $2,185,195 Trinidad Lift Station No. 29 & Force Main Improvement 6/6/16 Contract Amount Type of Work Date Completed Provide additional project description to show similar work: Furnish and install 4001f 4" force main, 3001f gravity sewer, demo and removal of existing structure and construct new Lift Station No. 29 with all appurtenance 3. City of Huntington Beach - 2000 Main Street, Huntington Beach, CA 92648 Name and Address of Public Agency Name and Telephone No. of Project Manager: Andrew Ferrigno P.E. 714 536-5291 . $10,556,640 Warner.Avenue Gravity Sewer and Lift Station C 5/17/15 Contract Amount Type of Work Date Completed Provide additional project description to show similar work: Furnish and install 3,5001f gravity C905, 5001f ductile force main with all appurtenance and Lift Station C 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. Vido Artukovich Name of proposed Project Manager Telephone No. of proposed Project Manager: 626 444-4286 Civic. Center WTF-Phase 1, Pipeline and Pump Stations 9/20/18 $20,451,881 21,2001f sewer, 2 pump stations, treatment plant tie-in Project Name & Contract Amount Type of Work Date Completed Chino Desalter Phase 3 Expansion Water Pipeline 9/6/16 Project Name & Contract Amount Type of Work Date Completed $20-11066,645 373001f '30" CML&C Phase 2 RTM-Segment B&C $11,550,816 ' 16,4001f 24" to 42" CML&C 10/31/19 Project Name & Contract Amount Type of Work Date Completed 2. Mark Artukovich Name of proposed Superintendent Telephone No. of proposed Superintendent: 626 444-4286 Civic Center WTF-Phase 1, Pipelines and Pump Stations 9/20/18 $20,451,881 21,2001f sewer, 2 pump stations, treatment plant tie-in Project Name & Contract Amount Type of Work Date Completed Trinidad Lift Staton No. 29 and Force Main Improvement 6/16/16 4001f force main, 3001f gravity sewer demo and construct new lift station Project Name & Contract Amount Type of Work Date Completed Warner Avenue Gravity Sewer and Lift Station C 5/17/15 $10,556,640 3 5001f gravity C905, 5001f ductile force main, lift station Project Name & Contract Amount Type of Work Date Completed C-11 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/PWCR/ActionServlet?action=displayPWCRegistrationForm DIR's Contractor Registration searchable database: https:Hefi 1 ing.dir.ca.gov/P W CR/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. Vido Artukovich & Son, Inc./Vidmar, Inc. A JV Contractor i By Vido Artukovich info@artukovich.com Email Managing Partner Title Date: 5-13-2020 PWC Registration #: 1000004168 C-12 City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax(714) 374-1573 ADDENDUM NUMBER ONE For SAYBROOK LIFT STATION REPLACEMENT PROJECT CC 1585 Notice to All Bidders: May 7,2020 Please note the following clarifications to the Project Plans,Specifications,and Special Provisions 1) Cover Sheet and Sheet Al of the Project Specifications: Replace the listed bid due date of May 14, 2020 at 2:00 PM with the new bid due date of May 14, 2020, at 10:00 AM. Due to the COVID-19 pandemic, bids hand delivered, will be accepted between the hours of 9:00 AM and 10:00 AM, immediately outside of the Huntington Beach Civic Center entrance, on the day of the bid. Bids will be publicly opened in the same area to allow for social distancing. It is advised that bidders arrive earlier than normal to deliver bids and to allow for additional bid processing and acceptance times due to safety measures described above. 2) Sheet 5/G-5, has been modified, Construction Notes 51 and 101 have been changed. 3) Sheet 7/G-7, the construction sequence has been modified to accommodate changes to provide continuous electrical service to the existing sewer lift station. 4) Sheet 8/D-1,a note to include the partial demolition of an existing SCE vault was added. 5) Sheet 10/C-1 has been modified to include a buried plug valve at the upstream end of the force main. A note has been added to include the partial demolition of an existing SCE vault. 6) Sheet 11/C-2, a note to include the partial demolition of an existing SCE vault was added. 7) Sheet 12/C-3, a note to include the partial demolition of an existing SCE vault was added. 8) Sheet 14/C-5, project coordinates have been modified. 9) Sheet 15/C-6 has been modified to correct an error in the LEGEND which differentiates the pavement GRIND AND CAP from the FULL DEPTH PAVEMENT REPLACEMENT. 10) Sheet 16/C-7 the project Signing and Striping Plan has extensive changes. Bidders are encouraged to review this sheet in its entirety prior to the bid. 11) Sheet 19/CD-3, has been revised near the project generator. 12) Sheet 25/M-1, has been modified to allow a choice of two different brands of submersible wetwell pumps, in accordance with the revised specification. 13) Sheet 26/M-2, has been modified to allow a choice of two different brands of submersible wetwell pumps, in accordance with the revised specification. 14) Sheet 29/E-3, a conduit has been added to maintain continuous electrical service to the existing lift station. 15) Sheet 30/E-4, modifications to the electrical conduit plan. 16) Sheet 31/E-5, modifications to the electrical conduit plan. 17) SCE PRELIMINARY PLAN TD1486496, this plan shows the conduit 1-P run in its entirety. 18) Bid Schedule Sheet C-2.5, Bid Item 20, has been modified to include a buried plug valve. 19) Specification Section 02810, has been added. This section provides Wrought Iron Gate Details. 20) Specification Section 11320, has been modified to allow a choice of two different brands of submersible wetwell pumps. This is to acknowledge receipt and review of Addendum Number One,dated May 7,2020. Vido Artukovich & Son, Inc./Vidmar, Inc. A JV Company Name - 5-7-2020 Date 1 of 1 of Addendum No. 1 City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax(714) 374-1573 ADDENDUM NUMBER TWO For SAYBROOK LIFT STATION REPLACEMENT PROJECT CC 1585 May 8, 2020 Notice to All Bidders: Please note the following clarifications to the Project Plans, Specifications, and Special Provisions 1) The bid date and time remain the same as announced in Addendum Number One: Bids are due on May 14, 2020, at 10:00 AM. Due to the COVID-19 pandemic, bids hand delivered,will be accepted between the hours of 9:00 AM and 10:00 AM, immediately outside of the Huntington Beach Civic Center entrance, on the day of the bid. Bids will be publicly opened in the same area to allow for social distancing. It is advised that bidders arrive earlier than normal to deliver bids and to allow for additional bid processing and acceptance times due to safety measures described above. 2) Delete Appendix K:the Geotechnical Report. The Geotechnical Report from a different project was inadvertently published. Insert Appendix K Addendum Two: The Geotechnical Report for the Saybrook Lift Station and the Limited Environmental .Report for the Saybrook Lift Station. This is to acknowledge receipt and review of Addendum Number Two, dated May 8,2020. Vido Artukovich & Son, Inc./Vidmar, Inc. A JV Company Name By May 8, 2020 ✓rGY/ Date 1 of 1 of Addendum No.2 Document A310 TM - 2010 Conforms with The American Institute of Architects AIA Document 310 Bid Bond CONTRACTOR: SURETY: (Name,legal status and address) (Name,legal status and principal place r f lonshrerti) Hartford Fire Insurance Company Vido Artukovich &Son IncNidmar Inc a JV One Hartford Plaza Hartford,CT 06155-0001 This document has important 11155 Rush Street legal consequences.Consultation South El Monte, CA 91733 Mailing Address for Notices with an attorney is encouraged One Pointe Dr., 6th Floor with respect to its completion or OWNER: modification. (Narrre.legalstalrrsandaddress) Brea, CA 92821 Any singular reference to City of Huntington Beach Contractor,Surety,Owner or Y 9 other party shall be considered 2000 Main Street plural where applicable. Huntington Beach, CA 92648 BOND AMOUNT: 10% Ten Percent of Amount Bid PROJECT: ,(Naive.location or address and Project number,ifarn} Saybrook Lift Station Replacement Project (1585) 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 licirs,executors,administrators,successors and assigns,jointly and severally,as provided herein.Tlic conditions of this Bond arc 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 terms of such bid,and gives such bond or bonds as may be specified in lire 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 furnished in the prosecution thereof,or(2)pays to the(honer the difference,not to exceed the amount of this Bond,between the amount specified in said bid and such Iarger amount for which the Owner may in good faith contract with another party to perlbrin the wort:covered by said bid,then this obligation shall be null and void,otherwise to remain in full force and ellect.The Surety hereby waives any notice ol'mt agreement between the Owner and Conlractor to extend the time in which the Owner may accept the bid.Waiver ornotice by the Surety shall not apply to any extension exceeding sixty(60)days in the aggregate beyond the time fir acceptance of bids specified in the bid documents,and the Owner and Contractor shall obtain the Suret)'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 tort 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 rurnished 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 herefram and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein.When so l'umished,.the intent is that this Bond shall be construed as a statutory bond and not as a common law bond. Signed and scaled this 8th day of May, 2020. Vido Artukovich &Son Inc/Vidmar Inc a JV (Principal) (seal) By: (l1r1e) Vido Artukovich, Managing Partner raw W Hartford Fire Insurance Company sae,. (Surety) (Seal � o (TPinrerc) Maria Pena nA * •� By: �o (Q (Title)N64mi Quiroz Attorney-in-Fact •p Al 9�� S-00541AS 8110 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 ) On 1 l C� J " /l `-� before me, Natalie K. Trofimoff, Notary Public, personally appeared Noemi Quiroz ,who proved tome on the basis of satisfactory evidence to be the person(-,)whose namek4 is/a�e subscribed to the within instrument and acknowledged to me that 4,&�she44ey executed the same in #is¢herjtheiF authorized capacity4e64, and that by 4iqher44e# signatures} on the instrument the person(, 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. KNATZE .TROFIMOFF COMM#2308129 . a Notary Public-Califomia Los ANGELES COUNTY' My Comm.ExpirBecpC7 ZZ.202sy r --dr,Signature: (Seal) Natalie K. Trofimoff, Notary Pu lic Direct Inquides/Claims to: y THE HARTFORD Bond T-12POWER OF ATTORNE One Hartford Plaza Hartford,Connecticut 06155 Bond.Claims Oy-thehartford.com call:888-266-3488 or fax.860-757-5835) KNOW ALL PERSONS BY THESE PRESENTS THAT: Agency Code: SurePath X� Hartford Fire Insurance Company,a corporation duly organized under the laws of the State of Connecticut Hartford Casualty Insurance Company,a corporation duly organized under the laws of the State of Indiana Hartford Accident and Indemnity Company,a corporation duly organized under the laws of the State of Connecticut 0 Hartford Underwriters Insurance Company,a corporation duly organized under the laws of the State of Connecticut 0 Twin City Fire Insurance Company,a corporation duly organized under the laws of the State of Indiana Hartford Insurance Company of Illinois,a corporation duly organized under the laws of the State of Illinois Hartford Insurance Company of the Midwest,a corporation duly organized under the laws of the State of Indiana 0 Hartford Insurance Company of the Southeast,a corporation duly organized under the laws of the State of Florida having their home office in Hartford,Connecticut(hereinafter collectively referred to as the"Companies")do hereby make,constitute and appoint Noemi Quiroz of Los Angeles, CA their true and lawful Attomey-in-Fact,to sign its name as surety(ies)only as delineated above by ®,and to execute, seal and acknowledge the following bond,undertaking,contract or written instrument: Bond No.Bid Bond on behalf of Vido Artukovich&Son Inc/Vidmar Inc a JV naming City of Huntington Beach as Obligee in the amount of See Bond Form on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. In Witness Whereof,and as authorized by a Resolution of the Board of Directors of the Companies on May 6,2015 the Companies have caused these presents to be signed by its Senior Vice President and its corporate seals to be hereto affixed, duly attested by its Assistant Secretary. Further,pursuant to Resolution of the Board of Directors of the Companies,the Companies hereby unambiguously affirm that they are and will be bound by any mechanically applied signatures applied to this Power of Attorney. TM � Its a q ysi�'� _a o ,/I�ap :aweari„i a �O�Y L a a�°Ct"ts*e'; i + `7. :� dip.�•t•�� ■ a'w'u,las' 4nu ' ,�:.... John Gray,Assistant Secretary M.Ross Fisher,Senior Vice President STATE OF CONNECTICUT ss. Hartford COUNTY OF HARTFORD On this 11th day of January,2016,before me personally came M. Ross Fisher,to me known,who being by me duly sworn, did depose and say:that he resides in the County of Hartford, State of Connecticut;that he is the Senior Vice President of the Companies,the corporations described in and which executed the above instrument; that he knows the seals of the said corporations; that the seals affixed to the said instrument are such corporate seals;that they were so affixed by authority of the Boards of Directors of said corporations and that he signed his name thereto by like authority. �yEEN T. 0 f o PIJB"6 a' Kathleen T.Maynard .MCI Notary Public CERTIFICATE My Commission Expires July 31,2021 I,the undersigned,Assistant Vice President of the Companies,DO HEREBY CERTIFY that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies,which is still in full force effective as of May 8, 2020 Signed and sealed at the City of Hartford. C :�ylr,lg4i �Q�� �tr1 ■ l��to:�. • ^p IV, • :�a:n Da ys kJ97% F s ID7% _la, M%4 �ALMo Kevin Heckman,Assistant Vice President SurePath POA 2016 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 of validity of that document. State of California ) )ss County of Los Angeles ) On May 13, 2020 before me, Sharon Artukovich, Notary Public, personally appeared Vido Artukovich, who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person, or the entity upon behalf of which the person acted, executed the instrument. I certify under PENALTY FOF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. SHAR ARTUKOVICH Public Notary Public-California <��� Los Angeles County Signatur Commission 9 2296136 Sharon Artukovich, Notary Public My Comm.Expires Jut 31,2023 (Seal) # 7 -� � `'�� �"x• to � .., ^"Cr aw.5't:' "t/Sk'��_ .��r t .,. � :� �, �•. zg, : t - � .. � _. - ��k, r'�+1,r�� a.,,-�i�'��.r.�� �'ix`�4�-��:',�,� �'�. �-�� ��•�i'k '�r���'�ss�4��"�µ ?..t��x�x�,�'�.�'�...t� �„�� �,",�. �„{ .� �. �; Vido Artukovich & Son, Inc./ "' Lr'.k.' ' Vidmar, Inc A JV 11155 Rush Street � f s , .: mot ' South El Monte, CA 91733 r-; � §F ��, *. a xsar."` r �� .s� it .�7 � � +�w fit r 1'� '3'� *�"� `s". ,�u1xNA�..r�i max, Proposal for: Saybrook Lift Station p p, ?�? ak 1 £ � Replacement Project . � a d � � `� �� V �.�'�y �t� �� �+�r�",mcs�7 � �"`' � �-' gyp"��"r� � °�* ,r£' ,'a w - g t s t' : �: M V;':fi r x CC No. C-15 8 5 � �� e� ti ON yt n' y u i # via , Y L^ T 4 ds f "d' x'8 ,, r�+"�. 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