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SANCON ENGINEERING II, INC./ SARWQCB WORK PLAN - 2003-05-19
PLEASE COMPLETE THIS INFORMATION RECORDING REQUESTED BY: _ Revortied in Official Records, County of Orange Tofu Duly, Clerk-Recorder I'll„IiIiII'''fl I'I ll�i ll�iill'll ;i,l'.1lif,ill�lh''1NO FEE AND WHEN RECORDED MAIL TO: 105 21 N,2004000329662 04-30pm 04/19/04 WHEN RECORDED MAIL T0: 0 00 0.00 0.00 0-00 0.00 0.00 0.00 0-00 CITY OF HUNTINGTON BEACH Attn: Robert A. Martinez P.O. Box 190—2000 Main Street Huntington Beach,CA 92648 THIS-SPACE FOR-RECORDER'S USE ONLY �F TITLE OF DOCUMENT: NOTICE OF COMPLETION NOTICE IS HEREBY GIVEN by the City of Huntington Beach, owner in fee, 2000 Main Street, Huntington,Beach, CA 92648, that the contract heretofore awarded to Sancon Technologies Inc. who was the company thereon for doing the following work to-wit: MISCELLANEOUS SEWER LINING PROJECT PHASE 11; CC- 1202 That said work was completed March 17, 2004 by said company according to plans and specifications and to the satisfaction of the City Engineer of the City of Huntington Beach and that said work was accepted by the Director of Public Works on March 17, 2004, per City Council Resolution No. 2003-70 adopted October 6, 2003. That upon said contract Insurance Company of the West 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 Government Code Section 6103 and should be recorded free of charge. Dated at Huntington Beach, California, this April 6, 2004. /Director of Public Works or City Engine r 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 thefeof; 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 Coun r of Orange Co nty. Dated at Huntington Beach,California, this April 6, 2004. r Director of Public Works or City Engineer City of Huntington Beach,California THIS AGE ADDED TO PROVIDE ADEQUATE SPACE FOR RECORDING INFORMATION (Additional recording fee applies) 001.059-TITLE PAGE(R7195) S RECEIVED BY: • CITY CLERK RECEIPT COPY 7' } Return DUPLICATE to v City Clerk's Office (Name) after signing/dating U y (Dare) 10 CITY OF HUNTINGTON BEACH INTERDEPARTMENTAL COMMUNICATION TO: Shari reidenrich, City Treasurer FROM: E 1-7V �L�411� i DATE: C t� SUBJECT: Bond Acceptance I have received the bonds for = 1 i✓il ,oc (Company Name) ' Faithful Performance Bond No. Labor and Material Bond No. Monument Bond No. rl Maintenance Bond No. _ r� Re: Tract No. CC No. MSC No. Approved Agenda Item No. (Cou ci►Approval Date) ' City Clerk Vault No. 60 #27 gAollowuplbondletter doc I.C.W. GROUP NINSURANCE COMPANY OF THE WEST ❑EXPLORER INSURANCE COMPANY []INDEPENDENCE CASUALTY AND SURETY COMPANY 11455 El Camino Real, San Diego, CA 92130-2045 P.Q. Box 85563, San Diego, CA 92186-5563 (619) 350-2400-FAX (619) 350-2707 MAINTENANCE BOND Bond No. 208 23 71 KNOW ALL MEN BY THESE PRESENTS: That, Sancon Technologies, Inc., as Principal, and Insurance Company of the West, a corporation organized under the laws of the State of California and authorized to do a surety business in the State of California, as Surety,are held and firmly bound unto the City of Huntington Beach, CA in the sum of six hundred ninety thousand, six hundred fifty four and 20/100 dollars ($690,654.20), lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents: SEALED with our seals and dated this 23rd day of March,2004. WHEREAS, on or about the 14''of July, 2003,the said Sancon Technologies, Inc., as contractor, entered into a contract for Miscellaneous Sewer Lining Project Phase H — CC1202 for the sum of six hundred ninety thousand,six hundred fifty four and 201100 dollars($690,654.20);and, WHEREAS, under the terms of the specifications_ .for:said work, the said Sancod Technologies; Inc.-is required to give a bond for six hundred ninety thousand, six hundred fifty four and 20/100 dollars ($690,654.20), to protect the City of Huntington Beach, CA against the result of faulty materials or workmanship for a period of one year from and after the date of the completion and acceptance of same, namely, until March 17, 2005. NOW, THEREFORE, if the said Sancon Technologies, Inc. shall for a period of one year from and after the date of the completion and acceptance of same by said City of Huntington Beach,CA replace any and all defects arising in said work whether resulting from defective materials or defective workmanship, then the above obligation to be void; otherwise to remain in full force and effect. Sancon Technologies, Inc. BY: +� Insurance Company of the West BY: Michael R. La an, ATTORNEY- -FACT :i P RO V ED AS TO FORM "Sarahs ATEI,C4lyA#ornsy yey CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT 4�•C�'�-Gr;�+Cr:C�.r"Q4'r4�•�'�4r4'�.�4`�' '�r�'G'r4'�'•G'r'�"_•4Y'•CftCrTr'.rcL'r:6r'G!r:.�`�..:4'S�•C7..�'�:<Of�'. c State of Calffomia ss. County of Ios files On March•23, 2004' before me, Katherine' L. Banks. Nofi5jUblic Dole Name and Tula of Ofter(a.q..'Jena Doe.Noun Public) personally appeared Michael R. Langan Name(.)a sip+.r(e) Opersonally known to me .❑ proved to me on the basis of satisfactory evidence ' �numnmmmw,p„•nuuun:nano:.. .nnu:.w�:we„m.......uuun.n:•a::...:n�rop ._ . KATNERINE L. BANKS to be the person(§q whose name(S) isWOX (n -'- ',: cOMM. # 1337229 < subscribed to the "within Instrument and Lr�'�: •I NOTARY PUBLIC "CALfFORYIA 7 LOS ANGELES COUNTY r acknowledged to me that he/ executed My Comm.Expires Jan.31,2006 the same in hisAINOPM authorized capacityiW. and that by hisAqMMM signature("on the Instrument the personf b), or the entity upon behalf of which-the person(s'j acted, executed the Instrument. W! S my hand and a la! I. Plroe Nobly gad Above . Sigmiure of Notary Pubac OPT! NAL Though the lnformatlon below is not n9 Ired by law,N may prove valuable to persons rayfng on the document and cofdd prevent frauduhwt removal and reattachment of this form to another dominant. Description of Attached Document We or Type of Document:^ Maintenance Bond _ Document Date: Number of Pages: Signer(s)Other Than Named Above: Capacitypes)Claimed by Signer Signer's(Name: Michael R. Langan 7munya ❑ Individual � O Corporate Officer—Titie(s): ❑ Partner—❑Limited ❑General ® Attorney In Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: merge gMpgW of the West ' 0 1997 Na*nd Notary Aaooda9on•SM Be Solo Ave,P.O.Boa 2402•Chatawatlti CA 01313-2e02 Prod No.5907 Rwder.Cau Tb"m i-em-97641827 1 ' \D.000095 ICW GROUP Power of Attorney Insurance Company of the West The Explorer Insurance Company Independence Casualty and Surety Company KNOW ALL MEN BY THESE PRESENTS: That Insurance Company of the West,a Corporation duly organized under the laws of the State of California, The Explorer Insurance Company,a Corporation duly organized under the laws of the State of Arizona,and Independence Casualty and Surety Company,a Corporation duly organized under the laws of the State of Texas,(collectively referred to as the"Companies'l,do hereby appoint MICHAEL R.LA_NGAN their true and lawful Artomey(s)-in-Fact with authority to date;execute,sign,seal,and deliver on behalf of the Companies,fidelity and surety bonds,undertakings, and other similar contracts of suretyship,and any related documents. IN WITNESS WHEREOF,the Companies have caused these presents to be executed by its duly authorized officers this 16th day of January,2001. ,yef.j%?Avrq., %Ns&g4 �y► Y"� INSURANCE COMPANY OF THE REST o�O4ep9044f ? 6 THE EXPLORER INSURANCE COMPANY o SEAL a INDEPENDENCE CASUALTY AND SURETY COMPANY hoax F D �a �4+roA► '�'yl kid � T•T's 1111 10%A John H.Craig,Assistant Secretary John L.Hannum,Executive Vice President State of California County of San Diego } Ss. On January 16,2001,before me,Norma Porter,Notary Public,personally appeared John L.Hannum and John H.Craig,personally known to me to be the persons whose names are subscribed to the within instrument,and acknowledged to me that they executed the same in their authorized capacities,and that by their signatures on the instrument,the entity upon behal f of which the persons acted,executed the instrument. Witness my hand and official seal. NORMA PORTER r COME IA. 125754t) U NOTARY Pl19LIC-CALIFORNIA N '� SAN OtEG6 COUNTY A V • My Commission xpiros '' ifllli///'I,YJN rll. MARCH 19.2004 Norma Porter,Notary Public RESOLUTIONS This Power of Attorney is granted and is signed,sealed and notarized with facsimile signatures and seals under authority of the following resolutions adopted by the respective Boards of Directors of each of the Companies: "RESOLVED: That the President,an Executive or Senior Vice President of 1he Company, together with the Secretary or any Assistant Secretary,are hereby authorized to execute Powers of Attorney appointing the persons}named as Attomey(s)-in-Fact to date,execute,sign, seal,and deliver on beha!f of the Company,fide!ity and r rety bonds,undertakings,and other skmilar contracts of suretydtip,and any related documents. RESOLVED FURTHER: That the signatures of the officers making the appointment,and the signature of any officer certifying the validity and current status of the appointment,may be facsimile representations of those signatures;and the signature and seal of any notary,and the seal of the Company,may be facsimile representations of those signatures and seals,and such facsimile representations shall have the same force`and effect as if manually affixed. The facsimile representations referred to herein may be affixedby stamping,printing,typing;or photocopying." CERTIFICATE I,the undersigned,Assistant Secretary of Insurance Company of the West,The Explorer Insurance Company,and Independence Casualty and Surety Company,do hereby certify that the foregoing Power of Attomey is in full force and effect,and has not been revoked,and that the above resolutions were duly adopted by the respective Boards of Directors of the Companies,and are now in full force. LN WITNESS WHEREOF,I have set my hand this 23rd day of -March, 2004 John H.Craig,.Assistant Secretary To verify the authenticity of this Power of Attomey you may call 1-800-877-1111 and ask for the Surety Division. Please refer to the Power of Attorney?lumber, the above named individual(s)and details of the bond to which the power is attached. For information or filing claims,please contact Surety Claims, ICW Group, 11455 El Camino Real,San Diego,CA 92130-2045 or call(858)350-2400. Company Profile Page I of z AM �of Company ProfileD epaftffmft Insumnce INSURANCE COMPANY OF THE WEST PO B O' 85563 : SAN DIEGO, CA 92186-5563 800-877-IIII Agent for Service of Process JAMES III W. AUSTIN, 11455 EL CAMINO REAL SAN DIEGO, CA 92130-2045 Unable to Locate the Agent for Service of Process? Reference Information NAIC 27847 NAIC Group ;.: ogzz California Company I D 2071-9 Date authorized in California: May U,-i97z License Status- ' UNLIMITED-NORMAL Company Type: Property & Casualty State of Domicile: CALIFORNIA Lines of Insurance Authorized to Transact 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. AIRCRAFT AUTOMOBILE BOILER AND MACHINERY BURGLARY COMMON CARRIER LIABILITY CREDIT DISABILITY FIRE LIABILITY MARINE MISCELLANEOUS PLATE GLASS SPRINKLER http://cciinswww.insurance.ca.gov/pls/wu_co_prof/idb_co_prof_utl.get_co_proPp_EID... 3/30/2004 Company Profile Page z of z SURETY TEAM AND VEHICLE WORKERS' COMPENSATION Company Comtaint:Information 14 Company Enforcement Action Documents Company_Performance&_Comparison Data Composite Complaint Studies Want More? Help_Me Find a Company Representative in My Area Financial Rating_Organizations "Last Revised - February t8, zoo, 03.13 PM Copyright© California Department of Insurance Disclaimer htt p://cd ins w w w.insurarice.ca.gov/pls/wu_co_prof/idb_co_prof_utl.get_co_proPp_E1D... 3/30/2004 CITY OF HUNTINGTON BEACH RLS No. REQUEST FOR LEGAL SERVICES Assn To ej 5 Jennifer McGrath, City Attorney Date c Date: Request made by: Telephone: Department: 3/30/04 David Verone 8471 PUBLIC WORKS INSTRUCTIONS: File request in the City Attorney's Office. Outline reasons for this request and state facts necessary for City Attorney to respond. Please attach all pertinent information and exhibits. TYPE OF LEGAL. SERVICES REQUESTED: ❑ Ordinance/Resolution ❑ Opinion ❑ Contract/Agreement (Allow 5-20 working days)' (Allow 20 working days)' (Allow 15-20 working days)' ❑ General legal ® Document Review Assistance (Ongoing) (Allow 2-10 working days)* All deadlines are based on the date the City Attorney's Office receives the RLS. This requwed and approved. I na ure of Dogirtment Head COMMENTS Please identify all attachments to this RLS. Please review and approve "As to Form" the following contract documents furnished by Sancon Engineering 11, Inc. for the Miscellaneous Sewer fining, Phase ll, Cash Contract No. 1202. 1 have attached the following: 1. Maintenance bond #2082371 for City Attorney's Approval. Shaded areas for City Attorney's Office use only. This request for Legal Services has been assigned to Attorney extension oZS His/her secretary is &men 10-0-nd ---- , extension g8 d3. Notes: Date Completed: f RGCE111SG '4 DECLARATION OF SATISFACTION OF CLAIMS 1, .� Ca/y �i�Cr.J �yy . � state: (Name of Contractor) 1. 1 am the general contractor for the City of Huntington Beach, as to the project more fully described in the public works contract entitled: I CC 12o;2 and dated SZI7 Z2�a 2. All workers and persons employed, all firms supplying materials, and all subcontractors for the above-mentioned project have been paid in full. 3. The following are either disputed claims, or items in connection with Notices to Withhold, which have been filed under the provisions of the statutes of the State of California: (if none, state `NONE") I declare under penalty of perjury that the foregoing is true and correct. Rh Executed at NGI�i_� _ on this '�3 day of n?�)Q L , 200� (Location) (Signature of Con ctor) APPROI ERAS TO FORM karah ER MARATH,CtyAttmoy gfallowuplcashoant\cashcon2.doc Sutton Z �3 procedure#15 City A�°y� City of Huntington Beach Department of Public Works 2000 Main Street/P.0. Box 190 Huntington Beach, CA 92648 Subject: Certification of Compliance with Title VII of the Civil Rights Act and Equal Employment Opportunity Act of 1972 Gentlemen: The undersigned, contractor on: cc_ /202 /bji sG,6I-A-AIArore S / 5�. Project No. Title hereby certifies that all laborers, mechanics, apprentices, trainees, watchmen and guards employed by him or by any subcontractor performing work under the contract on the project have been paid wages at rates not less than those required by the contract provisions, and that the work performed by each such laborer, mechanic, apprentice or trainee conformed to the classifications set forth in the contract or training program provisions applicable to the wage rate paid. (Signature and Title) APPROVED AS TO FORM ZAIFER McGRATH,QtyAa ...y ahuttonf City Attemay 1 Zr`�r 03 gJoIIowuplcashconNmshcon 1.doc procedure#14 \ J L I.C.W. GROUP ®INSURANCE COMPANY OF THE WEST { ❑EXPLORER INSURANCE COMPANY iI ❑INDEPENDENCE CASUALTY AND SURETY COMPANY 11455 El Camino Real, San Diego, CA 92130-2045 P.O. Box 85563, San Diego, CA 92)86-5563 (619)350-2400 -FAX (619) 350-2707 MAINTENANCE BOND Bond No. 208 23 71 KNOW ALL MEN BY THESE PRESENTS: That, Sancon Technologies, Inc., as Principal, and Insurance Company of the West, a corporation organized under the laws of the State of California and authorized to do a surety business in the State of California, as Surety, are held and firmly bound unto the City of Huntington Beach, CA in the sum of six hundred ninety thousand, six hundred fifty four and 20/100 dollars ($690,654.20), lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents: SEALED with our seals and dated this 23rd day of March,2004. WHEREAS, on or about the 14'`of July, 2003, the said Sancon Technologies, Inc., as contractor, entered into a contract for Miscellaneous Sewer Lining Project Phase II — CC1202 for the sum of six hundred ninety thousand, six hundred fifty four and 201100 dollars($690,654.20); and, WHEREAS, under the terms of the specifications for said work, the said Sancon Technologies, Inc. is required to give a bond for six hundred ninety thousand, six hundred fifty four and 201100 dollars ($690,654.20), to protect the City of Huntington Beach, CA against the result of faulty materials or workmanship for a period of one year from and after the date of the completion and acceptance of same, namely, until March 17, 2005. NOW, THEREFORE, if the said Sancon Technologies, Inc, shall for a period of one year from and after the date of the completion and acceptance of same by said City of Huntington Beach, CA replace any and all defects arising in said work whether resulting from defective materials or defective workmanship, then the above obligation to be void;otherwise to remain in full force and effect. Sancon Technologies, Inc. APPROVED AS To FORM VIENIFER McGRATH,City Ae�y Insurance Company of the West Sutton ity Attorney BY: AWN Michael R. La an, ATTORNEY- -FACT CALIFORNIA ALL-PURPOSE ACKNOWLEWMENT sS:Gr�rC�„�4^��� State of California ss. County of Los Angeles On March 23, 2004 , before me, Kathe *n L. Banks jptAa Public Dam Name end Tlds of oRroer tag..;fans Dos.Not"Puff-1 personally appeared Michael R. Langan ?� Nerrretay of Slpoerie) (5 personally known to me ❑ proved to me on the basis of satisfactory evidence • �Tmonmtnnrtt,mwum,,.m.4..•,•'�,,,u,.nu„.annnn,nuuqu,wnuuuvunngttry - � , KATFi�RfNE L. BANKS to be the person(* whose name(41 i&WP: �':_: CJ"AIM, * 1337229 subscribed to the within instrument and p� rA •, �'a_f NOTARY PUBLIC -'CALIFORNIA } ;,: r acknowledged to me that he/ executed ' LOS ANGELES COUNTY I ap My Comm.Expires Jan.31,2006 ® the same. In his/tNNXPW authorized illIII Ill IIIrrrrtlrrgtl1rrunirrn,aII III IIIIPrruLilllrr11Plnqu„Ill[till II bill 1111rrrrrr11rrarllrrrrrr1r1 capacity, and that by his/NWAM . signature(*on the Instrument the person(k), or the entity upon behalf of which the person(s4 acted, executed the Instrument. WI S my hand and offirial I. Ptaos NO"S&W Abm Slpnetura of Nomry PubW OPrf Nagy Though the Infomhaflon below Is not required by law,it may prove valuable to persons retying on the document and could prevent fraudulent removal and reattachment of this form to anther document. Description of Attached Document Title or Type of Document: _ Maintename Bond _ Document Date: Number of Pages: Signer(s)Other Than Named Above: Capacity(les) Claimed by Signer Signer's Name: _ -- Michael R. L,a�an ❑ Individual ❑ Corporate Officer—TTtle(s): Top of thumb hors ❑ Partner--❑Limited ❑ General X Attomey in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other. Signer Is Representing: -Irisuzanm gggpMy-of the West 'CLCL�i?�Z:C.�.ci:JCL`�=LPL''�L'E.L` tact''�i3CZ`GL`QL`C��i�L�Ct�CtJ�i7�t.�c2,�L�2,'�i?AtCt?Gt�i}�L'CiJC�.ct:^Ci:�c?�L'aL`C�aoa� O 1W7 Nad0 Noury AnodOw•9W0 Do Soto Ave,P.O.Boor 2402•Ch arms %CA 01313.2402 Prod.No.SW Reoahw..Can Tog-Free 1400V84827 No.00009tt2 1CW GROUP Power of Attorney Insurance Company of the West The Explorer Insurance Company Independence Casualty and Surety Company KNOW ALL MEN BY THESE PRESENTS: That Insurance Company of the West,a Corporation duly organized under the laws of the State of California, The Explorer Insurance Company,a Corporation duly organized under the laws of the State of Arizona,and Independence Casualty and Surety Company,a Corporation duly organized under the laws of the State of Texas,(collectively referred to as the"Companies"),do hereby appoint MICHAEL R.LANGAY their true and lawful Attomey(s)-in-Fact with authority to date,execute,sign,seal,and deliver on behalfof the Companies,fidelity and surety bonds,undertakings, and other similar contracts of suretyship,and any related documents. IN WITNESS WHEREOF,the Companies have caused these presents to be executed by its duly authorized officers this 16th day of January,2001. °0w""ra.� P tNtttrgt INSURANCE COMPANY OF THE WEST �°u0i�ss o��epoap{f��n a THE EXPLORER INSURANCE CO,NIPANY SEAL n r INDEPENDENCE CASUALTY AND SURETY COMPANY jp WenalM� .�ylottAA�aD John H.Craig, Assistant Secretary John L. Hannum,Executive Vice President State of California County of San Diego } SS. On January 16,2001,before me,Norma Porter,Notary Public,personally appeared John L.Hannum and John H.Craig,personally known to me to be the persons whose names are subscribed to the within instrument,and acknowledged to me that they executed the same in their authorized capacities,and that by their signatures on the instrument,the entity upon behalf of which the persons acted,executed the instrument. Witness my hand and official seal. MAMA PORTER _i. COl41M. 1257,940 H + NOTARY PUBLIC-CRLIFORF!M!WR y V $A!V DiE=GO COUNTY n x I My Commission Expuos MARCH [9.2004 Norma Porter,Notary Public RESOLUTIONS This Power of Attorney is granted and is signed,sealed and notarized with facsimile signatures and seals under authority of the following resolutions adopted by the respective Boards of Directors of each of the Companies: "RESOLVED: That the President, an Executive or Senior Vice President of the Company, together with the Secretary or any Assistant Secretary,are hereby authorized to execute Powers of Attorney appointing the person(s)named as Attomey(s)-in-Fact to date,execute,sign, seal,and de!ivrr fir behdlfofthe Comoany,.fidelity'and s:trety bonds.undertkings,anti other similar contracts o"suretyship,and any related documents. RESOLVED FURTHER: "That the signatures of the officers making the appointment,and the signature of any officer certifying the validity and current status of the appointment,may be facsimile representations of those signatures;and the signature and seal of any notary,and the seal of the Company,may be facsimile representations of those signatures and seals,and such facsimile representations shall have the same force and effect as if manually affixed. The facsimile representations referred to herein may be affixed by stamping,printing, typing, or photocopying." CERTIFICATE I,the undersigned,Assistant Secretary of Insurance Company of the West,The Explorer Insurance Company,and Independence Casualty and Surety Company,do hereby certify that the foregoing Power of Attomey is in full force and effect,and has not been revoked,and that the above resolutions were duly adopted by the respective Boards of Directors of the Companies,and are now in full force. IN WITNESS WHEREOF,I have set my hand this 23rd dayof March, 2004 John H.Craig,Assistant Secretary To verify the authenticity of this Power of Attomey you may call 1-800-977-1 t 11 and ask for the Surety Division. Please refer to the Power of Attorney Number, the above named individual(s)and details of the bond to which the power is attached. For information or filing claims,please contact Surety Claims, ICW Group, 11455 El Camino Real,San Diego,CA 92130-2045 or call(858)350-2400. Compariy Profile Page i of z Cafiftrnlq D of Company Profile �nst nce INSURANCE COMPANY OF THE WEST PO BOX 85563 SAN DIEGO, CA gz186-5563 80o-877-IIII Agent for Service of Process JAMES III W. AUSTIN, 11455 EL CAMINO REAL SAN DIEGO, CA 92130-2045 Unable to Locate the Agent for-Service-of Process? Reference Information NAIC 27847 NAIC Group ;;: ogzz California Company ID rr; 2071-9 Date authorized in California: May 17, 197z License Status: UNLIMITED-NORMAL Company Type: Property & Casualty State of Domicile: CALIFORNIA Lines of Insurance Authorized to Transact 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. AIRCRAFT AUTOMOBILE BOILER AND MACHINERY BURGLARY COMMON CARRIER LIABILITY CREDIT DISABILITY FIRE LIABILITY MARINE MISCELLANEOUS PLATE GLASS SPRINKLER http://cdinswww.insurance.ca.gov/p1s/wu_co_prof/idb_co_prof_utl.get_co_prof?p_EI D... 3/30/2004 Company Profile Page 2 of 2 SURETY TEAM AND VEHICLE WORKERS' COMPENSATION Company Complaint Information' ti r J*1 CompAny_Enforcernent Action Documents Company performance &_Comparison Data Composite Complaint Studies Want More? Help ;1+1e Find a_Company-1Zepresentative__in_My Area Financial-Rating Organizations__ Last Revised - February 18, 2004 03.13 PM Copyright O California Department of Insurance Disclaimer http://cdinswww.insurance.ca.gov/pls/wu_co_prof/idb_co_prof_Utl.get_co_proPp_EID... 3/30/2004 e City of Huntington Beach PROGRESS PAYMENT Date: March 16,2004 Public Works Department P.O,Box 190 2000 Main Street, Progress Payment No.: 5 FINAL ' Huntington Beach,CA 92648 Sdncon Engineering II Estimate Period: March 2004 6 y 5841 Engineer Dr. Job Location: Va.-kxn Locab HunVnton Beach CA 92649 C6 Contr.Lic. No.731797 Cash Contract No.: 1202 Ph.#714 891-2323 Inspector: Ken Bazal r'::::::::>: or:.: .1tem: ......:..:.....,.: .........................:. ........ ........-..::::.:.:....:.:..... ::.: :::::.:�:�........ . ....a..�......:.:...::.:.:.:..:.: .. ..,...:QWanUty.b...::..........Quant!�? . 1 Mobilization of equipment&materials. 1 lump sum 1.00: $3.000.00 1_ _ __ 1.00_ $3,000.00 2 Traffic Control per Specs. _ -- ----- - - 1 lump sum_ 1.00 - --- -- $4,250.00 : 1.60 $4.250"00 3 Demobil¢adon of equipment&materials. - 1 lump sum -_ " I -- 1.00 -"" $3,000.00 ' -" - $3,000.00 --- --- _ 1.55 _ $3.000.00 _4 Line 8-host pipe per Specs. ----- - -18724 - - i.t. 18126.001 --_- $23.80 " - - --18126.00 $431,398.80 - 5 Line Ur host pipe per Specs. - -"----" - 310 - I.E. 273-00; 37.00 - _S28.5_0 $1.054.50 310.00" --"- $8_,835.00 6 1G, 12-host pipe per Specs"- - -- - - 577 577.00- _ _ - $36.00---- - - - - 577.00 -- $20.772.00 _7 Re ppen service lateral per Specs. _ -458 ea. 414.00. 10.00 S100.00 - $1,000.00 424.00 $42.400.00 8 Grind protruding lateral per City requirements. -------- _40_ _ -e_a. _ - $50.00 _- 9 Point rep'*host pipe per Detail(Up to 5.5-ft dee jp -- 162 -- _U _-- 101.00!_ _ - ----- -_ $255.00_ - --_ _ - -101-00-_` S25,755.0_0 10_ Point repair host pipe per Detail(5.5 up to 1 ft.6.5- deep) - _ 306 - r.t. _ 49.001 _ - $276.00:-- --- -- ---_49.00 _ -$13,524.00_ i 1 Point reps r host pipe per betas(10.5 up to 15-ft deep) 72 i _ I.t. 26.001 - --$300.00 _ 26.00 - $7.800.00 12 Remove&Replace Clean-Out per specs. 5 ea. 3.00' - $2,000.00 _ 3.00 S6A00.00 13 CH-A-NGE ORDER#1 - --- -- - 1 I lump sum 0.891 - 0.11 $69,839.56! $7,682. 55 1.00 -- $69,839.58 14 16 - 17 i 20 - I 22 24 ----- - -- - - - - - - - APPROVAL FOR PROGRESS PAYMENT APPROVAL FOR QUANTITIES Sub-Total: __ 512,736.85 $636,574.38 Less Retention: $1,273.69 $63,557.44 C.C.No.:1202 Z:5 FINAL by: j$'D� Less Previous Paid: $561,453.77 In ctor ate Total Amount Due: $11,463.17 $11,463,17 r Approved B by .f%$•o�/ ric R.C arlonne Date Contractor Date f PROOF OF PUBLICATION STATE OF CALIFORNIA) ) ss. COUNTY OF ORANGE ) am a Citizen of the United States and aSss.00;tmaded: resident of the County aforesaid; I am Notice is.h`a�ebp given on the �Prapo�al. trAt over the age of eighteen years, and not a Chet sealed bids wilhtie..Prowdedmlfie,contract recei4ad'by the City'of documents,.and shall:he Hunt iegton:Beach'at the accornpanied'by;a,cer= party to or interested in the below entitled liP7a lJ&bondr fR7.iick office of`tlie City Cle"i•k t r 'at Cit tHajl;'Y000'Main. oiT=hid hontl for not y less�han`_10 &-'of`the Str'eetHunti-rigt_on : - 5 ,--_- matter. I am a principal clerk of the I Beach hCA"-92648 "until amounbof�tlie bid,made, the hour-;nf 2t00'PM°on ipayatile to;4tfie'-City_of' HUNTINGTON BEACH INDEPENDENT A rll. 22;�2003;4 at. Huntington Beach.= e� r �.• Contractor,-_shall!�in'ttia- w ich`time hills=wilt be ¢ w performance ef'thetw roro k a newspaper of general circulation, opened putihclyand•read'. �.........,,:�-e.•„_ aloudrAin'gthe=-Council' andsimprovements, Chamhers'fdr;the MIS- cenform`�to;the;tabor printed and published in the City of CodiVof the' State' of Huntington Beach COLlilt of Orange, CELLANrjPR0 SEWER la Calilorniai�arid dottier. IEINING�_PROJECT--�= �- - Y g r FPHASE+.11 insthe City ofd L'a Wss o:1X he-State:_of II California`;;applicable Huntington 9-each. 5 State of California, and that attached A set=of plans�spect- thereto�;�with the,eK= l fications ;and;"contract ception !only`of r�7 Notice is a true and complete copy as y• variationsthatmaytie 'documantss ma be required'—under'"the obtained;starting M6rdr - 31_200VatCCityrHall,- special status pursuant was printed and published in the teDepar . which pruceadings Huntington Beach issue of said Works men receipt P.0 f a- ,s hereunder are:taken=and Works upen receipt of a' which".hav'e ,not `been no fee Of; superseded: liy-"the newspaper to wit the Issue(S) of: S2S.00;; sales;i,1 provisions.of`the Labor included:if picked up of Code`rL Preference to labo_'shill fie given-only In the=rnanner provided MrCh 27+ 2003 bylaw -.'' .;• . Nod id`�shnll°`he`con April 3 , 2003 on'a f&iFi urni h d by on•a�formc(urnished b the'City of.Huht!ngton April 10 2003 Beach,=- D'epartment' of + Public 'Works,4-and is made in accordance with Ithe- provisioA-,-, of the Iproposal requirements? ff Each'bidder=i ust hem ylicensed ; and also Iprequalified as required lby law...`°..i declare, under penalty of perjury that ' The Cit�Council of the- City'of Huntington:Beach' f reserves, the"right °to' reject'i ny or all-bids. the foregoing is true and correct. �. By,order of'-Ih'e City Council'ot---.the`City of MHuntiiiglon Beach;_Cali% Ifer6iaithe`t7th of'March #2003ra�_*---;( .- .. Executedon z�c3•„ _ C"oriel"e•'Brockw'oy Clty.'Clerk of the-City at Costa Mesa, California. ofHuntliWnBeack'-'' 2000-Maim-Sirect, (714)i 536--5431 •..- Publishedl'Huotinglon Beach}Independent j March 27�-'April 3 -10.- 2003 n33-268 Signature RECEIVED BY: ANCO'l /ja& 699c Z � CITY CLERK RECEIPT COPY Return DUPLICATE to . f (Name) r. after signing/dating (Date) �, CITY OF HUNTINGTON BEACH INTERDEPARTMENTAL COMMUNICATION TO: Shari Freidenrich, City Treasurer FROM: eDanf-e— Z/f0ckA(l/s�. DATE: SUBJECT: Bond Acceptance I have received the bonds for (Company Name) Faithful Performance Bond No. 2C91-, -3 -7/ Labor and Material Bond No. Z D S - 23 Monument Bond No. Maintenance Bond No. Re: Tract No. CC No. � t✓ GCi /p'ZC?p2. . MSC No. Approved " O Agenda Item No. -I (Council Approval Date) City Clerk Vault No. Z5�A.- g:lahlbondletter.doc r J, CITY OF HUNTINGTON BEACH 2000 MAIN STREET CALIFORNIA 92648 OFFICE OF THE CITY CLERK CONNIE BROCKWAY CITY CLERK June 30, 2003 Sancon Engineering II, Inc. 5841 Engineer Drive Huntington Beach, CA 92649 Re: Miscellaneous Cash Contract CC 1202 Phase II — Sewer Lining Project Enclosed is a copy of the executed contract with the City of Huntington Beach. A Declaration of Satisfaction of Claims and a Certificate of Compliance 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, 536-5432 Sincerely, a�� Connie Brockway, CIVIC City Clerk CB:jc Enclosures: Copy of Contract including Proposal Copies of insurance/bonds Declaration of Satisfaction Certificate of Compliance Bid Bond g:foilowuplcashconticasheon-letter.doc (Telephone: 714-536.6227 i _ pp, City of rJuntinggton E>eacl N IN5UKANCE CERTIFICATE KEVISON(5) 2000 Main Street FAX 714/534-5212 Galifor is 92648 Date: 1 g -03 Pages: (1-0 Pe: P Renewal certificates are routinely received. If you do not have a need for your insurance to be on file/approved per City requirements (i.e., contract or encroachment/transportation permit), please disregard this notice. If there is a need, please forward this notice to your insurance agent for corrections and resubmittal Typical approval process time can vary from several days or more; it is strongly recommended that you have certificate(s) submitted at least one week, if not two, prior to j your event. An original certificate is required or, if it is fax'd, it must come directly from your insurance company/agent to Risk Management(fax number is listed above). ❑INDICATE PURPOSE: ❑ Permit.--Encroachment/Transportation Permits require only that the add'/ insured be listed on the certificate(see Item 4 below) Contract.—Requires a separate Add'I Insured Endorsement Page, NOT a Blanket Endorsement) WAIVER PROCEDURE. To request a waiver of a requirement, EXCEPT THE ADDITIONAL INSURED REQUIREMENT (Item Four), check-off/indicate here ❑, return any rejected certificate with any completed requested changes ALONG WITH THE FOLLOWING INFO: a brief description (one sentence)of the proposed work/project, its dollar amount/value and projected timeframe. ALL CERTIFICATES OF INSURANCE HAVE THE FOLLOWING TWO REQUIREMENTS: 1. ❑The Cancellation Clause must have a 30-day cancellation notice AND your insurance agent must strikeouVremove the wording "endeavor to" and "but failure to mail such notice shall impose no obligation or liability of any kind upon the company, its agents or representatives". A ten (10) day notice in the event of non-payment is acceptable except for Public Works contracts. 2. ❑Any deductiblelSIR must be clearly indicated/disclosed. The City has a zero deductible/SIR requirement. You must either have your policy changed to a zero deductible or you may request a waiver (of the zero deductible requirement, see above waiver procedure). Commercial General Liabilit has not been approved for the following reasons: 3. ❑No General Liability Insurance Certificate (not a Declaration of Ins.) was submitted or the existing coverage has lapsed. i Upon submittal, items 4- 6 will apply. 4. ryAn additional insured endorsement is required naming the City of Huntington Beach, ITS AGENTS, OFFICERS AND EMPLOYEES as an additional insured on the insurance certificate. Encroachment and/or Transportation Permits require only that the add'I insured be listed on the insurance certificate. Contracts require the additional insured be submitted on an Additional Insured Endorsement Page with the certificate--if this box ❑is checked,the Redevelopment Agency of City of Huntington Beach must also be added to the endorsement. 5. F1 The certificate does not provide a1 least$1,000,000 combined single limit coverage and/or does not specify the type of claim as per occurrence(claims made type is not acceptable). 6. ❑ Insurance must be placed with a California admitted carrier with a current A.M. Best's Rating of no less than A:VII (Errors and Omissions Liability of$1,000,000 per occurrence). Workers'Com ensationlAutomotive has not been approved for the following reasons: 7. ❑Certificate (not a Declaration of Ins.) of Workers' Compensation Insurance has not been provided or has lapsed. If you have no employees,you must sign the Declaration of Non-Employer Status form available from the Risk Management Division of the City. S. ❑The Workers' Compensation insurance shown does not meet California statutory limits of at least $100,000 bodily injury per disease or accident; $300,000 bodily injury by disease policy limit. Professional Liability/Errors& Omissions has not been approved for the following reasons: 9. ❑Failure to provide a minimum of$1,000,000 Professional Liability insurance certificate (not a Declaration of Ins.) for a contractor providing professional services. Additional Insured Endorsement is not required. Note: Insurance must be submitted as a complete package(i.e., Gen. Liability and Work Comp., etc.)for approval. If not, individual proof forms will be returned to you pending any changes or corrections for re-submittal. Please contact Chris Mendoza at 7141536-5252 with any questions. nA fnrme\rch ern rinr 10P.icPry I�00nnll Jun-18-2008 10:51am From-SW INSURANCE T-893 P-011/005 F-503 Scanlon, Guerra, Jacobsen & Burke Insurance Brokers P.O.Box 749 Woodland Hills,CA 91365-0749 Phone:(818)316-0999 Fax:(818)316-0990 License#0792266 FAX TRANSMITTAL Date: 6/16/2003 #Pages: To: Chris Mendoza Fax Number:714-536-5212 Company: City of Huntington Beach Phone Number: 714-536-5252 From: Debra L Christie Ext. #:283 Account Manager E-mail address: do ' c m The information contained in this electronic mrrsage is legally privileged and confidential under applicable law, and is intended only for the use of the individual or entity named above, If the rwolent of this message it not the above-nanud intended recipient,you are hereby notlfled that any dissemination copy or disclosure of the communications is strictly prohibited If you do nog reetive all pages of this fax,pleace call 818-3164999 Tha nor yom Re: Sancan Engineering I1 Inc Pol* 02PKG00442 Dear Chris: Confurming our conversation this morning,attached please find our revised certificate striking out the wording"endeavor to,but failure to". As discussed,the policy contract includes the Blankct Additional insured endorsement 1E003600601 which amends who is an insured"as per written contracV. Please call should you have any questions. 1 Thanks! 06tl6/03 10:03 AM dun-10-2003 10:51as Pros-SGJ INSURANCE T-313 P-002/005 F-503 ACOROL CERTIFICATE 4F LIABILITY INSURANCE 06n6/'2DD3 M==R 818)316-0999 PAX 818)316-0990 THIS CERTIFICATE 16 ISSUED AS A MATTER OF INFORUATION x s y'L3 Scanl on-Guerra-3acobsen Insurance Brokers ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE License# 0782266 IHOLDOL�LLTER T�VERAM AFFFORRDEEP TH DOES NOT Tt1��1a S SMOIN. P.O. Box 749 MUREM AFFORDING COVERAGE Woodland Hills, CA 913GS-0749 ul w= con neer ng XIV In—c- MUM At Evanito;R Insurance S941 Engineer Drive wLmmB: Transportation Insurance Co. Huntington Beads. CA 92649 MURA M C'�'S5i 4\y(g`k1-z"5 7-3 INOEImil IN8L1fER E COVERAGES THE POLICIES OF INSURANCE UBTED BELOW HAVE BEEN ISSUED TO THE INSURED NAAREOABOVII FOR THE POLICY PERIOD INDICATED.NOTINITFi$TAN tZ ANY R12WASWIT.TEW OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH REVECT TO VI1i1CH"d CERTIFIGATB MAY REISSUED OR RAY PF,ATAK THE DiISURAME AFFORDED EY THE POLICES DESCRIBED NEREM 18 8U81R:CT TO AU.THE TL#✓rA&E7RCLUSI0WS AHD CONOITION3 OR SUCH POMiEl AAGREWN WBTS SHOWN MAY HAVE SMN REDUCED 6Y PAW CLAN& TMCF RMURANGII r01Jv7lt)Ilrpeq LINRB 4111811AL LOOM Y D211KI500442 10 01 2002 10/01/2003 ffmw oDdaRRswcs 1 1,000 00 CwId=m C1NRRAL UA0WW Pew DAMA6E mr I1A1 S 50.0001 cum MAW 0 1119DWRAbaft • s rA. P"9014I..ADV INJURY 8 2,000, O WA4LAGCMW'M 1 21000, G211L AGGMAYE LW APPLM Nk P'ROOUGTB-CWICr AW 0 1 000 00 POLICY LOC A�+TauoelLnLUUNUW BU102SI46749 10/01/2002 3LO/ClAO03 �)a11418um x AWAM ' 1000 ALL DWNID AMM SMEDU.EO A" B X HKwMT05 x waw�MP�nALrrus �.awal 1 P�IoIDA.:AaRt , SAIAGB UABILIN A MO INLY-EA ACCIDErR 2 RAwYAUTO / AUTOo r RA'*;c ; A00 i ■cem ULABIUIY UIN32389-02 !a a1 200x 10 01 2de wcw 0=Mw;wP- S 4,000,00C DCCLM 0Cuam to AGGMaATB 1 4 Oda 00 A i t�uDTInE �� :n RrleNrww APPI?OVE AS TO ORM: _ woRlmlrs GOYPFNSATIOCaI AND wrLoraRu►LIAOILITY NIFER McGRA H,City ttorne. ELMONACCOFNT Is RLDWAM-RAEYP S LL D15[M-POLICY LAW 16 Rractor`s Pollution 2PKGDMZ 10 01 /0 200 Claims Made Form: A lability Limit of Liability: $1,000,000 to: Mi sic 5�rer Lin p r�o ectse��� malm— Irtificate holder is named as additional insured as per attached IE-0036-0601 a U-0054-0601. his certificate replaces and supercedes prior certificate. 10 days notice of cancellation for non-payment of preWum. CERTIFICATE HOL.DBR jXjAnw=miaawmEmwwwnLmm A CANCELLATWN 4110I1A ANY OF Tim ASM 0112WANDMLI ff B!QANC111J.EL�ADRB TNB Ie�osunON DiYTB TNl1d0P,1�oE 195UB0 ODOAYY uo.L iB9lXl�6 wau City of Huntington Beach 30* uvswwmx°=10"MCOMWA sMLMRMUZD7o7MLI", Attn: Eric Charlonne F.O. Box I" Huntington Beach. CA 92M AYTN0R0=11fiPftfi89 TATHe g S,,4 A - A FAX: C714)374-1597 Jun-18-2003 10:62as From-M iNSURANCE T-303 P-004/005 F-403 ENDORSEMENT This endorsarnent nwdifles inmawwo provided tinder to following: ENVEELONb"TAL><&AIRMENT LIABILITY COVERAGE PART CONTRACTORS POLLUTION LIABILITY COVERAGE PART PROFESSIONAL LIABRAW COVERAGE PART COAMERCIAL GENERAL LU►DI ITY COVERAGE PART PROD11CTWCOMP1IE'I'ED OPERATIONS LIABILITY COVERAGE PART OWNERS AND CONTRACTORS PROTECTIVE LIABILITY COVERAGE PART STORAGE TANK POLICY SC EDULE Name of Person or Orpnizadon: AS PER WRITTEN CONTRACT (if no entry appears above,information required to complete this endorsement will be shown-in the Declarations as applicable to this endorsement.) WHO IS AN INSURED(Section Ii)is amended to hrJude as an insured the person or organization shown in the Schedule,but only with respmt.m liahiNty arising out of'your Work"for•that insured by.or-for you. "Insureds are advised that eertiticatcs of insurance should be used only to provide evidence of lnsumnee in.11cu of an actual copy of the applicable inamnea policy. Certificates should not be used to amend,expand,or odwrwlsa alter the terms of the actual Posey." JE-D0364%01 I of I ;k; inn-18-2003 10:51ai From-S61 INSURANCE T-303 P.005/005 F-003 ENDORSEMENT �•r AS PER WR.1TTl N CONTRACT A. WHO 1S AN INSURED(SECTION 11)is amended to include as an lnsuzcd the person or organization shown in the schedule. But only with respect to liabiliry arising out of"your work"for that insured by or for you. S. As respe=additional iazureds as defined above. This lasuranca also applies to "bodily injury"or"property damage"arising out of your negligence when the following written contract requirements are applicable: 1. Coverage available wider this coverage part shad apply as primary inswance. Any other irimmu=available to these additional insumd's shall apply as excess and am contribute as primary to the insurance afforded by this endorsement. 2. We waive any right of recovery we may have against these additional insured's because of payments we make for injury or damage arising out of "your Work"done under a written contract with the additional insured. 3 The team"insured"is used separately and not collectively,but the inclusion of more than one"insured"shall not increase the limits or coverage provided by this insurance. "Inanreds tiro advised that certificates of Insurance should be used only to provide evidence of insurance in lieu of an actual copy of the applicable insurance policy. Certifleatcs should not be used to amend,expand,or o&crwisc alter the terms of the actual Polley." IE-0054-0601 r dun-18-2003 10:61an From-SP INSURANCE T-303 P.003/005 f-303 IMPORTANT If the ceniflaate holder is an ADDITIONAL.INSURED,go pol*(ho)must he enalorsed.A stab mOnt on tlds cerpAoata does not confer rights t0 the cafi icaw holder in ow of such erulorsernent(e). if SUBROGATION IS WANED,sub}ed to the terms and ons of the policy,certain policies may require an endarserrrent A statement on this cetVft Ue does not confer rights to the eed&Wa holder In lieu of such endorsimmwd(s). DISCLAIMER The Cute of Insurance an the reverse side of this form does not eortWtule a contract between the Issuing Insu"s),authorized represantative or producer.and the certificate holder,nor doss it affirmatively or negatively emnd,adend at after the coverage afforded by the policies listed thereon. •fit~ Company Profiles Page 1 of 1 C rni anent o CompanyList Insumnce For more information on any company, click the Company Name "Info" link. To view all companies in the same group, click the NAIC group number. State of NAIC NAIC Group NameCompany Name Domicile Number Number Type INSURANCE COMPANY OF CA 27847 0922 Legal THE WESTILnfol Name Record 1 NqW Search Last Revised-May 20,2003 09:59 AM Copyright Q California Department of Insurance Disclaimer http:,i.,'cdlnswww.insurance.ca.gov/pls/wu_co_prof/`idb co listSco list me.actionqu... 6/18/2003 Company Profile Page 1 of 2 o m�of an P Y Com Profile Insurance INSURANCE COMPANY OF THE WEST PO BOX 85563 SAN DIEGO, CA 921 86-5563 800-877-1111 Agent for Service of Process JAMES III W. AUSTIN, 11455 EL CAMINO REAL SAN DIEGO, CA 92130-2045 Unable to Locate the Agent for Service of Process? Reference Information NAIC #: 27847 NAIC Group #: 0922 California Company ID#: 2071-9 Date authorized in California: May 17, 1972 License Status: UNLIMITED-NORMAL Company Type: Property & Casualty State of Domicile: CALIFORNIA Lines of Insurance Authorized to Transact The company is authorized to transact business within these lines of insurance. For an explanation of any of these terms, please refer to the glossau. AIRCRAFT AUTOMOBILE BOILER AND MACHINERY BURGLARY COMMON CARRIER LIABILITY CREDIT DISABILITY FIRE LIABILITY http://cdinswww.insurance.ca.gov/pis/wu_co_prof/idb_co_prof utl.get_co_prof?p_... 6/18/12003 DECLARATION OF SATISFACTION OF CLAIMS I, , state: (Name of Contractor) 1. 1 am the general contractor for the City of Huntington Beach, as to the project more fully described in the public works contract entitled: and dated 2. All workers and persons employed, all firms supplying materials, and all subcontractors for the above-mentioned project have been paid in full. 3. The following are either disputed claims, or items in connection with Notices to Withhold, which have been filed Under the provisions of the statutes of the State of California: (if none, state "NONE") I declare under penalty of perjury that the foregoing is true and correct. Executed at on this day of , 20_. (Location) (Signature of Contractor) g:foltowuplcashconticashcon2.doc City of Huntington Beach Department of Public Works 2000 Main Street/P.O. Box 190 Huntington Beach, CA 92648 Subject: Certification of Compliance with Title Vli of the Civil Rights Act and Equal Employment Opportunity Act of 1972 Gentlemen: The undersigned, contractor on: Project No. Title hereby certifies that all laborers, mechanics, apprentices, trainees, watchmen and guards employed by hire or by any subcontractor performing work under the contract on the project have been paid wages at rates not less than those required by the contract provisions, and that the work performed by each such laborer, mechanic, apprentice or trainee conformed to the classifications set forth in the contract or training program provisions applicable to the wage rate paid. (Signature and Title) g;followuplcashconC:cashcon l.doc I.C.W. GROUP ®INSURANCE COMPANY OF THE WEST ❑EXPLORER INSURANCE COMPANY ❑INDEPENDENCE CASUALTY AND SURETY COMPANY BOND NO. 148 65 68 BID OR PROPOSAL BOND KNTOW ALL N EN BY THESE PRESENTS: That we, Sancon Engineering II, Inc, (hereinafter called the Principal), and Insurance Company of the West, a corporation organized and doing business under and by virtue of the laws of the State of California, and duly licensed for the purpose of making, guaranteeing or becoming sole surety upon bonds or undertakings required or authorized by the laws of the State of California, as Surety, are held and firmly bound unto City of Huntington Beach (hereinafter called the obligee) in the just and full sum of ten percent of the total amount of the bid in Dollars ($10%) lawful money of the United States of America, for the payment of which, well and truly to be made, we hereby bind ourselves and our heirs, executors, administrators, successors and assigns,jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH THAT WHEREAS, the above bounden Principal as aforesaid, is about to hand in and submit to the obligee a bid or proposal dated April 22, 2003 for Miscellaneous Sewer Lining Project Phase 1I,-Cash Contract No. 1202; in accordance with the plans and specifications filed in the office of the obligee and under the notice inviting proposals therefor. NOW, THEREFORE, if the bid or proposal of said principal shall be accepted, and the contract for such work be awarded to the principal thereupon by the said obligee, and said principal shall enter into a contract and bond for the completion of said work as required by law, then this obligation to be null and void, otherwise to be and remain in full force and effect. IN WITNESS WHEREOF, said principal and said Surety have caused these presents to be duly signed and sealed this 2nd day of April, 2003. SANCON ENGINEERING 11, INC. 5841 Engineer Drive, Huntington Beach, CA 92649 Phone No: 714-891-2323 BY: Insurance Company of the West 17852 E. 17re Street, Tustin, A 780 Phone No: 714-832-9900 BY: ' Michael R. Lang Attomey-in-Fact r CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT No.5907 .State of , CAT.TF0R?,1YA County of LOS ANGELF On April 2, 2003 before me, _ Katherine L. Banks► Notary Public , . . DATE - NAME,TITLE OF OFFICER-E.G.,-JANE DOE,NOTARY PUBLIC- personally appeared Michael R. LanRan NAME(S)OF SIGNER(S) ®)personally known to me - OR - ❑ proved to me on the basis of satisfactory evidence to be the personM whose name) is/mm subscribed to the within instrument and ac- knowledged to me that heMO ►Xexecuted the same in his/IxecUt atix authorized capacity6MI, and that by hisAtddt ix signatureo) on the instrument the person(, or the entity upon behalf of which the Illflll]1f11f11111111111111W,uu!!1LllIl.,1,ullllll,,,,,.ImIIIIr,IIL:11Plllllll:•allnalll:ali:111„ person(79) acted, executed the instrument. KATHERINE 1L. BANKS cn COMM. 4 1337229 < > NOTARY PUBLIC - CALIFORNIA WITNE S my hand and officials al. LOS ANGELES couNTr F, M COMM.Expires Y P es tan.31,2008 t_ ILIIlIII:lLIIIIfElli:lllifll!lJJIIIII:llllllll55111111++1k5555N:1111111111!lIIIIlIII:11111111111111lIIIlIII.III ` ' 11�1�j {. - ww SIGNATURE OF NOTARY O TIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT ❑ INDIVIDUAL ❑ CORPORATE OFFICER Bid Bond TITLE OR TYPE OF DOCUMENT TITLEIS) ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL ® ATTORNEY-IN-FACT NUMBER OF PAGES ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER: DATE OF DOCUMENT SIGNER IS REPRESENTING: NAME OF PERSON(S)OR ENTITY(IES) INSURANCE CWANY QF THE WEST SIGNER(S)OTHER THAN NAMED ABOVE 01993 NATIONAL NOTARY ASSOCIATION•8236 Remmet Ave.,P.O.Box 7184 a Canoga Park,CA 91309.7184 Y No.0000982 ICW GROUP Power of Attorney Insurance Company of the West The Explorer Insurance Company Independence Casualty and Surety Company KNOW ALL MEN BY THESE PRESENTS: That Insurance Company of the West,a Corporation duly organized under the laws of the State of California,The Explorer Insurance Company,a Corporation duh-organized under the Iaws of the State of Arizona,and Independence Casualty and Surety-Company,a Corporation duly organized under the laws of the State of Texas,(collectively referred to as the"Companies'),do hereby appoint NUCHAEL R-LANGAN their true and lawful Attomey(s)-in-Fact with authority to date,execute,sign,seal,and deliver on behalf of the Companies,fidelity and surety bonds,undertakings, and other similar contracts of suretyship,and any related documents. IN WITNESS WHEREOF,the Companies have caused these presents to be executed by its duly authorized officers this 16th day of January,2001. %%*P p4. tMti A lixTY 41% LNKRAIINCE COMPANY OF THE 'WEST iF°s a' oQb a4a 'yA rl $ THE EXPLORER LNSURANCE COMPANY SSAL LNDEPE`)V'CE CASUALTY AN13 SURETY CO�fPA.NY s to ,.� � 4,loa►�.•e� a John H.Craig,Assistant Secretary John L. Hannum,Executive Vice President State of California County of San Diego ss. On January 16,2001,before me,Nora Porter,Notary Public,personally appeared John L.Hannum and John H.Craig,personally known to me to be the persons whose names are subscribed to the within instrument,and acknowledged to me that they executed the same in their authorized capacities,and that by their signatures on the instrument,the entity upon behalf of which the persons acted,executed the instrwnent. Witness my hand and official seal. NORMA PORTER COMM.#1257540 A FtO:AHY Pr:t!LIC-GALIFDRN,A Ll SAN tGO GONTY ! My COROlmmrssC11_VNTY t:xpirag MARCH 19.2004 fI Norma Porter,Notary Public RESOLUTIONS This Power of Attorney-is granted and is signed,sealed and notarized with facsimile signatures and seals under authority of the following resolutions adopted by the respective Boards of Directors of each of the Companies: "RESOLVED: That the President,an Executive or Senior Vice President of the Company, together with the Secretary or any Assistant Secretary,are hereby authorized to execute Powers of Attorney appointing the person(s)named as Attomey(s)-in-Fact to date,execute,sign, seal,and deliver on behalf of the Company,fidelity and surety bonds,undertakings,and other similar contracts of suretyship,and any related documents- RESOL\6D FURTzMR: i h,t the signatures of the officers making the appointment,and the signature of any officer certihing the validity and current status of the appointment,may be facsimile representations of those signatures;and the signature and seal of any notary,and the seal of the Company,may be facsimile representations of those signatures and seals,and such facsimile representations shall have the same force and effect as if manually affixed. The facsimile representations referred to herein may be affixed by stamping,printing,typing, or photocopying." CERTIFICATE 1,the undersigned,Assistant Secretary of Insurance Company of the West,The Explorer Insurance Company,and Independence Casualty and Surety Company,do hereby certify that the foregoing Power of Attorney is in full force and effect,and has not been revoked,and that the above resolutions were duly adopted by the respective Boards of Directors of the Companies,and are now in full force IN WITNESS WHEREOF,I have set my hand this "LK& day of Q LA, John H.Craig,Assistant Secretary To verify the authenticity of this Power of Attomey you may call 1-800-877-1111 and ask for the Surety Division- Please refer to the Power of Attorney Number, the above named individual(a)and details of the bond to which the power is attached. For information or filing claims,please contact Surety Claims,ICW Group, 11455 El Canino Real,San Diego,CA 92130-2045 or call(858)350-2400. :�- %.C.W.:ROVP Bond No.2092371 1 IJ5S Fl,(:AMINO REAL.SAS DIEGO,G% 91.130-204s P.O.BOX 8-4.563.SAN DIF.GO,CA 921&6-3.%3 1619)350-2400 FAX (619)350.2707 LABOR&MATERIAL PAYMENT]BOND THIS BOND IS ISSUED SIMULTANEOCSLY WITII PERFORMANCE BOND IN FAVOR OF THE OWNER CONDITIONED ON THE FULL A.ND FAITHFUL PERFORMANCE OF'rHE CONTRACr KNOW ALL MEN BY THESE PRESENTS: That Sancon Engineering 11, Inc. as Principal, hereinafter called Principal, and Insurance Company of the West, as Surety, hereinafter called Surety,are held and firmly bound unto City of Huntington Beach,as Obligee,hereinafter called Owner,for the use and benefit of claimants as hereinbelow defined,in the amount of Six Hundred Ninety Thousand,Six Hundred Fifty-four and 20/100 Dollars(S690,654.20),for the payment whereof Principal and Surety bind themselves,their heirs,executors,administrators, successors and assigns,jointly and severally,firmly by these presents. WIIEREAS. Principal has by written agreement dated on or about May 17, 2003 entered into a contract with Owner for Miscellaneous Sewer Lining Project,Phase 11,Cash Contract No 1202 in accordance with drawings and specifications prepared by 1997 edition of Standard Specifications for Public Works(or the Architect employed by the District)which contract is by reference made a pan hereof,and is hereinafter referred to as the Contract, NOW,TIIEREFORE,THE CONDITION OF THIS OBLIGATION is such that, if Principal shall promptly made payment to all claimants:rs hereinafter defined. For all labor and material used or reasonably required fire use in the perliirrnance of the Contract, told il'thc Contractor Or his suhcontraciurs shall pity(a)amounts duc under the Itncmpluyment inaunmce required to he deducted, widthcld and puid over to the Empluymcnt Dcvelupment Department from tho wuges or the employees or the Cuntructor and subcontractors pursuant to Section 13020 of the Unemployment Insurance Code with respect to such wont and labor,then this obligation shall be void;otherwise it shall remain in full force and effect,subject,however,to the following conditions: 1. A claimant is defined as one having a direct contract with the Principal or with a Subcontractor of the Principal for labor, Material or both, used or reasonably required for use in the performance of the Contract, labor and material being construed to include that part of water,gas,power,light,heat,oil,gasoline,telephone service or rental of equipment directly applicable to the Contract. 2. The above named Principal and Surety hereby jointly and severally agree with the Owner that every claimant as herein defined, who has not been paid in full be fare the expiration of a period of ninety(90)days after the date an which the last of such claimant's work or labor was done or performed,or materials were fumished by such claimant, may sue on this bond for the use of such claimant,prosecute the suit to final judgment for such sum or sums as maybe justly due claimant,and have execution thereon. The Owner shall not be liable for the payment of any costs or expenses of any such suit. I. NO suit or action shall be commenced hereunder by any claimant: A) Unless claimant,other than one having a direct contract with the Principal,shall have given written notice to any two of the following: The Principal,the Owner,or the Surety above named,within ninety(90)days after such claimant did or performed the last of the work or labor,or furnished the last of the materials for which said claim is made,starting with substantial accuracy in the amount claimed and the name of the party to whom the materials were furnished,or for whom the work or labor was done or performed. Such notice shall be served by mailing the sad:e by registered mail or certified mail,postage prepaid,in an envelope addressed to the Principal,Owner or Surety,at any place µhere an office is regularly maintained for the transaction of business,or served in any manner in which legal process may be served in the state in which the aforesaid project is located,save that such" service need not be made a public officer. b) After the expiration of one(1)year following the date on which Principal ceased Work on said Contract,it being understood, however,that if any limitation embodied in this bond is prohibited by any law controlling the construction hereof such limitation shall be deemed to be amended so as to be equal to the minimum period of limitation permitted by such law. c) Other than in a state court of competent jurisdiction in and for the county or other political subdivision of the slate in which the Project, or any part thereof, is situated.or in the United States District Court for the district in which the Project, or any part thereof,is situated,and not elsewhere. 4. The amount of this bond shall be reduced by and to the extent of any payment or payments made in good faith hereunder, inclusive of the payment by Surely of mechanics' liens which may be filed of record against said improvement, whether or not Claim for the amount Of such lien by presented under and against this bond. 5. In case suit is brought upon the payment bond,the surety will pay a reasonable attorney's fee to be fixed by the court. Signed and scaled this 91h day of June,2003 SANCON ENG1 EERING It,INC. (Principal) (Seal) (Tide) INSURANCE COMPANY OF YaE WEST try: Michael R.Larigfin Attorney-In-Fact APPROV$D AS TO I-ORM. J llaAR MA.G ATH. ty A tomey I.C.W.GROUP Insurance Company of The West The Explorer Insurance Company Independence Casualty and Surety Company 11455 El Camino Real, Sap Diego, CA 92130-2043 P.O. BOX 95563,San Diego, CA 92186-5563 (838)350-24W FAX(858)350-2707 www.icwgmup.com Bond Number: 27 Terrorism Risk Rider This rider addresses the requirements of the Terrorism Risk Insurance Act of 2002. In accordance with the above Act, we are providing this disclosure notice for all bonds on which one or more of the above identified companies is a surety.' Coverage for certified acts of terrorism is included in the attached bond and will be partially reimbursed by the United States under a formula established by the Act. The United States will pay 90% of covered terrorism losses in excess of a statutory established deductible to the insurance company issuing the bond. In no way will the payment for loss on this bond exceed the limit of liability under this bond. This rider does not provide coverage for any loss that would otherwise be excluded by the terms of this bond. The portion of the premium, for this bond, attributable to coverage for certified acts of terrorism under the Act is One D llar l 00 . Important Notice: The cost of terrorism coverage is subject to change on any bond that premium is charged annually. CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT No.5907 State of C.AT.TFQBNT e County of LOS ANGELES .On June 9 2003 before me, _ Katherine L. Banks► Notary Public , DATE NAME,TITLE OF OFFICER•E.G.,-JANE DOE,NOTARY PUBLIC" personally appeared Michael R. Langan _ NAME(S)OF SIGNER{S) ®personally known to me - OR - ❑ proved to me on the basis of satisfactory evidence to be the personM whose name4l islam subscribed to the within instrument and ac- knowledged to me that he7dWWXexecuted the same in hisAxecditt eck authorized capacity6MI, and that by hisAW&Waly signatureft) on the instrument the person(g), rrruouurrr„urrourrrr nnrvai,rn ........................... or the entity upon behalf of which t h e KATHERINE L. BANKS = person(s) acted, executed the instrument. r~n COMM. 4 1337229 M NOTARY PUBLIC • CALIFORNIA LOS ANGELES COUNTY r ge My Camm,Expires Jan.31,2006 WITNESS my hand and official seal. Ifiuururrrmuxranou,urn,nc,ur,,,uunui,r.:.uur:,nui.:,nui.uuumuu..r;:uu ::: SIGNATURE OF NOTARY OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT ❑ INDIVIDUAL ❑ CORPORATE OFFICER Labor and Material PayYnent Bond TITLE OR TYPE OF DOCUMENT TITLE(S) ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL C ATTORNEY-IN-FACT NUMBER OF PAGES ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER: DATE OF DOCUMENT SIGNER IS REPRESENTING: NAME OF PgRSON(S)OR ENTrTY(IES) INSURANCE COMPANY OF THE WEST SIGNER(S)OTHER THAN NAMED ABOVE C1993 NATIONAL NOTARY ASSOCIATION•8236 Hemmet Ave.,P.O.Box 7184•Canoga Park.CA 91309-7164 r No.0000982 ICW GROUP Power of Attorney - Insurance Company of the Rest The Explorer Insurance Company Independence Casualty and Surety Company KNOW ALL MEN BY THESE PRESENTS: That Insurance Company of the West,a Corporation dully organized under the laws of the State of California,The Explorer insurance Company.a CorNration duly organized under the laws of the State of Arizona,and independence Casualty and Surety Company,a Corporation duly organized under the laws of the State of Texas,(collectively referred to as the"Companies"),do hereby appoint NUCHAEL R.LANGAN their true and law tti Attotney(s)-in-Fact with authority to date,execute,sign,seal,and deliver on behalfof the Companies;fidelity and surety bonds,undertakings, and other similar contracts of suretyship.and any related documents. IN W"rfNESS WHEREOF.the Companies have caused these presents to be executed by its duly authorized officers this 16th day of January,2001. `'610ANr0., 1N'JUa _.fit► Y'�� INSURANCE CO\IPAXY OF THE WEST '*c5snit THE EXPLORER INSURANCE CONfPAtiY ' y BE L, o Q INDEPENDENCE CASUALTY AND SURETY COMPANY � � F Skrto�* 3y1 `,ids John R.Craig,Assibum Secretary John L. Hannum,Executive Vice President State of California County of San Diego Ss. On January 16,2001,before me,Norma Porter,Notary Public,personally appeared John L. Hannum and John H.Craig,personally known to me to be the persons whose names are subxriLed to the within instrument,and acknowledged to me that they executed the same in their authorized capacities,and that by their signatures on the instrument,the entity upon behalf of which the persons acted,executed the instrument. Witness my hand and official seal. NORMAPORTER COh1 M. t 257540 U 40T0.HY PUBL IC-GALIF4RNIA N SAty OiEGt7 COUNTY My Cornmiss-on Expires M4RCH 19.2004 t1 (/iii Norma Porter,Notary Public RESOLUTIONS This Power of Attcrrey is granted a=J is signed,sealed and notarized with facsimile signatures and seals under authority of the following resolutions adopted by the respective Boards of Directors of each of the Companies: "RESOLVED: That the President,an Executive or Senior Vice President of the Company, together with the Secretary or any Assistant Secretary.are hereby awhorized to execute Powers of Attorney appointing the person(s)named as Attomey(s)-in-Fact to date,execute,sign, seal,and deliver on behalfof the Company,fidelity and surety bonds,undertakings,and other similar contracts of suretyship,and any related documents. RESOLVED FURTHER: That the signatures of the officers making the appointment,and the signature of any officer certifying the validity and current status of the appointment,may be facsimile representations of those signatures.and the signarure and seal of any notary,and the seal of the Company,may be facsimile representations of those signatures and seals,and such facsimile representations shall have the same force and effect as if na::ually affixed. The'facsimile representations referred to herein may be affixed by stamping,printing, typing, or photocopying." CERTIFICATE I,the undersigned,Assistant Secretes_of insurance Company of the West,The Explorer Insurance Company,and Independence Casualty and Surety Company,do hereby certify that the foregoing Poker of Attorney is in full force and effect,and has not been revoked,and that the above resolutions were duly adopted by the respective Hoards of Director of the Companies,and are ow•in full force. IN WITNESS WHEREOF,I have set my hand this day of John H.Craig,Assistant Secretary To verify the authenticity of this Power of Attorney you may call 1-800-877-1 111 and ask for the Surety Di%ision. Please refer to the Power of Attorney Number, the above named individual(s)and dezils of the bond to which the power is attached. For information or tiling claims,please contact Surety Claims. ICW Group, 11455 El Camino Real.San Diego.CA 93130 2045 Or call(858)350-2400. t I.C.W. GROUP ®INSURANCE COMPANY OF THE WEST ❑EXPLORER INSURANCE COMPANY []INDEPENDENCE CASUALTY AND SURETY COMPANY 11455 EL CAMINO REAL*SAN DIEGO,CA 92130-2045 P.O. BOX 85563,SAN DIEGO,CA 92196-5563(619)350-2400 FAX(619)350-2707 Bond Number: 208 23 71 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS: That Sancon Engineering II, Inc.,as Principal,hereinafter called Contractor,and Insurance Company of the West,as Surety, hereinafter called Surety,are held and firmly bound unto City of Huntington Beach,as Obligee,hereinafter called Owner, in the amount of Six Hundred Ninty Thousand, Six Hundred Fifty-four and 201100 Dollars(S 690,654.20),for the payment whereof Contractor and Surety bind themselves,their heirs,executors,administrators,successors and assigns,jointly and severally, firmly by these presents. WHEREAS,Contractor has by written agreement dated on or about May 17,2003 entered into a contract with Owner for Miscellaneous Sewer Lining Project,Phase II,Cash Contract No 1202 in accordance with drawings and specifications prepared by 1997 edition of Standard Specifications for Public Works(or the Architect employed by the Owner)which contract is by reference made a part hereof,and is hereinafter referred to as the Contract. NOW,THEREFORE,THE CONDITION OF THIS OBLIGATION is such that, if Contractor shall promptly and faithfully perform said Contract,then this obligation shall be null and void;otherwise it shall 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 Owner having performed Owner's obligations thereunder,the Surety may promptly remedy the default,or shall promptly (1) Complete the Contract in accordance with its terms and conditions,or (2) Obtain a bid or bids for completing the Contract in accordance with its terms and conditions,and upon determination by Surety of the lowest responsible bidder,or, if the Owner elects,upon determination by the Owner and Surety jointly of the lowest responsible bidder,arrange for a contract between such bidder and Owner,and make available as Work progresses(even though there should be a default or a succession of defaults under the contract or contracts of completion arranged under this paragraph)sufficient funds to pay the cost of completion less the balance of the contract price;but not exceeding, including other costs and damages for which the Surety may be liable hereunder,the amount set forth in the first paragraph hereof. The term"balance of the contract price," as used in this paragraph,shall mean the total amount payable by Owner to Contractor under the Contract and any amendments thereto, less the amount properly paid by Owner to Contractor. Any suit under this bond must be instituted before the expiration of two(2)years from the date on which final payment under the Contract falls due. 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 heirs,executors,administrators or successors of Owner. Signed and sealed this 9th day of June,2003 A.D. Sancon Engineering II, Inc. 5841 Engineer Drive, Huntington Beach,CA 92649 (Seaq _- (W ) By: : . (Title) INSURANCE COMPANY OF THE WEST 17852 E. t7`h Street,Tustin,CA 92780 By: (WITNESS) /�o Michael VLangan AP FRC VED 5 TO FORM: Attorney-In-Fact I/AWIFER bicGGRATH,City Attorney i I.C.W. GROUP Insurance Company of The West The Explorer Insurance Company Independence Casualty and Surety Company 11455 El Camino Real, San Diego, CA 92130-2043 P.O.BOX 85563, San Diego, CA 92186-5563 (858)350-2400 FAX(858)350-2707 "-w.icwgroup.com Bond Number: Terrorism Risk Rider This rider addresses the requirements of the Terrorism Risk Insurance Act of 2002. In accordance with the above Act, we are providing this disclosure notice for all.bonds on which one or more of the above identified companies is a surety. Coverage for certified acts of terrorism is included in the attached bond and will be partially reimbursed by the United States under a formula established by the Act. The United States will pay 90% of covered terrorism losses in excess of a statutory established deductible to the insurance company issuing the bond. In no way will the payment for loss on this bond exceed the limit of liability under this bond. This rider does not provide coverage for any loss that would otherwise be excluded by the terms of this bond. The portion of the premium, for this bond, attributable to coverage for certified acts of terrorism under the Act is One Dollar 1.00). Important Notice: The cost of terrorism coverage is subject to change on any bond that premium is charged annually, CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT No.5907 State of r.AT.TFORNTA County of LOS ANGELES On June 9, 2003 before me, _ Katherine L. Banks, Notary Public , DATE - NAME,TITLE OF OFFICER•E-G-,-JANE DOE.NOTARY PUBLIC' personally appeared Michael R. Langan NAMEIS)OF SIGNER(S) Clpersonally known to me - OR - ❑ proved to me on the basis of satisfactory evidence to be .the personM whose name is/am subscribed to the within instrument and ac- knowledged to me that he7dWt +xexecuted the same in his/ImEdiftack authorized capacity6IA�, and that by hisA1UWMx signatureot) on the instrument the person(}, R71lffmqlR,,,lll'IIIR....... `IlllllllllllltlinulJlll[iulilll,LJ[[u{N5}..d............ :I or the entity upon behalf of which t h e KATHERINE L, BANKS person(JI) acted, executed the instrument. COMM. # 1337229 it ,*` ■• NOTARY PUBLIC •CALIFORNIA -f LOS ANGELES COUNTY r My Comm.Expires Jse,31,2006 1 WITNESS my hand and official seal. lLIIIIIP]IIIIIII[il1]IIIlllll[[i]llllll[id11L11f11Y W luenl!lu:ulllil:1IIII:I11111111I:JtIIIIIIII:i::111I SIGNATURE-6 NOTARY OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT ❑ INDIVIDUAL ❑ CORPORATE OFFICER Performance Bond TITLE OR TYPE OF DOCUMENT TITLE(S) ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL C ATTORNEY-IN-FACT NUMBER OF PAGES ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER: DATE OF DOCUMENT SIGNER IS REPRESENTING: NAME OF:PERSON($)OR ENTITY(JES) INSURANCE CCMPANY OF THE WEST SIGNER(S)OTHER THAN NAMED ABOVE 01993 NATIONAL NOTARY ASSOCIATION•8236 Remmet Ave.,P.O.Box 7184•Canoga Park.CA 91309.7184 N o.0000982 ICW GROUP Power of Attorney Insurance Company of the West The Explorer insurance Company Independence Casualty and Surety Company KNOW ALL MEN BY THESE.PRESENTS: That Insurance Company of the(Vest,a Corporation duly organized under the laws of the State of California,The Explorer Insurance Company,a Corporation duly organized under the laws ofthe State of Arizona,and Independence Casualty and Surety Company,a Corporation duly organized under the laws of the State of Texas,(collectively referred to as the"Companies—).do hereby appoint MICHAEL R.LANGAN their true and lawfitl Aitomey(s)-in-Fact with authority to date,execute,sign,seal,and deliver on behalf of the Companies,fidelity and surety bonds,undertakings, and other similar contracts of suretyship,and rmv related documents. IN WITNESS WHEREOF,the Companies have caused these presents to he executed by its duly authorized officers this 16th day of January,2001. a6+�HutYpfr�. bQ'aacUAg4 '"'re INSURANCE COS PANY OF THE NNTST +efltraR�rie oQ �0 *ram $/� 'G� THE EXPLORER INSURANCE COMPANY l`'' SEAL j l s H INDEPENDENCE CASUALTY AND SURETY COMPANY Cjj aNa � i a John H.Craig,Assistant Secretary John L.Hannum,Executive Vice President State of California County of San Diego SS. On January 16,2001,before me,Norma Porter,Notary Public,personally appeared John L. Hannum and John H.Craig,personally known to me to be the persons whose names are subscribed to the within instrument,and acknowledged to me that they executed the same in their authorized capacities,and that by their signatures on the instrument,the entity upon behalf of which the persons acted,executed the instrument. Witness my hand and official seal. NORMA PORTER, +" Cor-.1�,t"n1257540 sort 01eGa ccutrr V i My C-r"-nission E.airea kllkF;CH 19.2CO4 Norma Porter,Notary Public RESOLUTIONS This Power of Attomey is granted and is signed,sealed and notarized with facsimile signatures and seals under authority of the following resolutions adopted by the respective Boards of Directors of each of the Companies: "RESOLVED: That the President, an Executive or Senior Vice President of the Company, together with the Secretary or any Assistant Secretary,are hereby authorized to execute Powers of Attorney appointing the person(s)named as Attorneys)-in-Fact to date,execute,sign, seal,and deliver on behal f of the Co:apany,fidelity and surety bonds,undertakings.and other similar contracts of suretyship,and any related documents. RESOLVED FURTHER: That the signatures of the officers making the appointment-and the signature of any officer certifying the validity and current status of the appointment,may be facsimile representations of those signatures;and the signature and seal of any notary,and the seal of the Company,maybe facsimile representations of chose signatures and seals,and such facsimile representations shall have the same force and effect as if manually affixed. The facsimile representations referred to herein may be affixed by stamping printing, typing,or photocopying." CERTIFICATE h the undersigned,Assistant Secretary of Insurance Company of the West,The Explorer Insurance Company,and Independence Casualty and Surety Company,do hereby certify that the foregoing Power of Arorrey is in full force and effect,and has not been revoked,and that the above resolutions were duly adopted by the respective Boards of Directors of the Companies,and gke now in full force. IN WITNESS WHEREOF.I have set my hard this ��1—1 � \ dayof John H.Craig,Assistant Secretary To verify the authenticity of this Power ofAromey you may call 1-900-877-111 l and ask for the Surety Divisior- Please refer to the Power of Attorney Number, the above named irditiidua](s)and details of 1 e bond to which the power is attached. For information or Filing claims,please contact Surety Claims, 1CW Group, 11455 El Camino Real,San Diego,CA 42136-_045 or call(858)350-2400. CITY FUNDED CONSTRUCTION CONTRACT BETWEEN THE CITY OF HUNTINGTON BEACH AND .5PNC0k ENUINliR/IV(T �I _ ING FOR 1H15C.?-LL/fiN6F0lS SEuJEr- L,IN1Nfr P14ASE IL TABLE OF CONTENTS Pam l- STATE OF WORE;ACCEPTANCE OF RISK 1 2. ACCEPTANCE OF CONDITIONS OF WORK;PLANS 2 3. COMPENSATION 4 4. COMMENCEMENT OF PROJECT 4 5. TIME OF THE ESSENCE 4 6. CHANGES 5 7. 'NOTICE TO PROCEED 6 8. BONDS 6 9. WARRANTIES 6 10. INDEPENDENT CONTRACTOR 7 IL LIQUIDATED DAMAGES/DELAYS 7 12. DIFFERING SITE CONDITIONS 9 13. VARIATiO\S IN ESTIMATED QUANTITIES 10 14. PROGRESS PAYMENTS 10 15. WITHHELD CONTRACT FUNDS, SUBSTITUTION OF SECURITIES 11 16. AFFIDAVITS OF SATISFACTION OF CLAIMS 11 17. WAIVER OF CLAIMS 12 18. INDEMNIFICATION, DEFENSE,HOLD HARMLESS 12 19. WORKERS' COMPENSATION INSURANCE 13 20. INSURANCE 13 21. CERTIFICATES OF INSURANCE;ADDITIONAL INSURED 14 22. NOTICE OF THIRD PARTY CLAIM 15 23. DEFAULT&:TERMINATION 15 24. TERMINATION FOR CONVENIENCE 16 25- DISPOSITION OF PLANS, ESTIMATES AND OTHER 16 26. NON-ASSIGNABILITY 16 27. CITY EMPLOYEES AND OFFICIALS 16 28. STOP NOTICES 17 29. NOTICES 17 30. SECTION HEADINGS 18 31. IMMIGRATION 18 32. LEGAL SERVICES SUBCONTRACTING PROHIBITED 18 33. ATTORNEY'S FEES 18 34 INTERPRETATION OF THIS AGREEMENT 19 35- GOVERNING LAW 19 36. DUPLICATE ORIGINAL 19 37. CONSENT 20 38. SURVIVAL 20 39. MODIFICATION 20 40. ENTIRETY 20 CITY FUNDED CONSTRUCTION CONTRACT BETWEEN THE CITY OF I- UNTINGTON BEACH AND _ NGpN �N+SIN �f�l1` ILI 1 lic FOR _ FHAsV-= Z THIS AGREE-MENT ("Agreement") made and entered into this day of JUN — 2003 by and between the City of Huntington Beach, a municipal corporation of the State of California, hereinafter referred to as "CITY," and , a Cali fornia- P�iTlaN , hereinafter referred to as "CONTRACTOR." WHEREAS, CITY has solicited bids for a public works project, hereinafter referred to as "PROJECT," more fully described as -SF-WFf- L- NIh16 PT--0-JET, PHA-SF--Z in the City of Huntington Beach; and CONTRACTOR has been selected to perfonn 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 WORD, 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 agree/forms/city const/4-03 ] the action of the elements, from any unforeseen difficulties which may arise or be encountered in the 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), 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: aaree/formsicfn•consu4-03 2 C. The CITY's standard Plans and Specifications and special contractual provisions, including those on file in the office of the Director of Public Works of CITY and adopted by the City Council, and any revisions, amendments or addenda thereto; D. The current 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; 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 Department of Public Works of CITY (hereinafter referred to as "DPW"), and agree/Formskity coast/4-03 3 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 or 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 teens of the bid or proposal which is in conflict herewith. 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 -P- I��-SI�T-Y� =51X I-f U N P 11=TY-MU F-- Dollars (S i�i 6 ' -`It:::�,-as set forth Ft?Lt-ll 12-G✓ *-mIFt4,TY GPN'ls 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 aver the ]notice To Proceed is issued and diligently prosecute the PROJECT to completion within- (�-consecutive-?� 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 performance 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 agree/forms/city const/4-03 4 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, subcontractors and CITY forces and, in general, all matters concerning the timely and orderly conduct of the work of CONTRACTOR on the premises. ti 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. Ender 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. agree/formskil%const/4-03 5 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. 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 ngree/formskity const/4-03 6 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 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 --- H- I Dollars {$—4 �60 ) per day for each and every working 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 agreelforim.-Icitc consd4-03 7 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 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 shal I 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 fi lleen (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 agree`formskity constl4-03 8 delays by other contractors or subcontractors, will be allowed and an extension of time for completion shall be the sole remedy of CONTRACTOR. 12. DIFFERING SITE CONDITIONS A. Notice: CONTRACTOR shall promptly, and before such conditions are disturbed, notify DPW in writing of: (1) Subsurface or latent physical conditions at the,job site differing materially from those indicated in this Agreement or the Contract Documents; or (2) 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 character to be performed under this Agreement. DPW shall promptly investigate the conditions and if it finds that such conditions do materially so differ and cause an increase or decrease in the time required for performance of any part of the work under this Agreement, whether or not changed as a result of such conditions, an equitable adjustment shall be made and the agreement modified in writing accordingly. B. Time Extension: No claim of CONTRACTOR under this Section shall be allowed unless CONTRACTOR has given the notice required hereunder provided, however, the time prescribed therefor may be extended by CITY. agreelformslcily-const/4-03 9 13. VARIATIONS IN ESTIMATED QUANTI_TIES 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 Section. DPW may, at its sole discretion, when warranted by the facts and circumstances, order an equitable adiustment, 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. Id. 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, ten percent (10%) 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 (50%) 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 sum as will bring the payments of each month up to one hundred percent(100%)of as:eerfonns;city const;4-03 10 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. 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 a 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, or items in connection with notices to Withhold, which have been filed under the provisions of the statutes of the State of California. aueelformsicit4 constl4-03 I l 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. , 18. 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, 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. 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. 19. WORKERS' COMPENSATION AND EMPI,OYI-�R'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 agreelforms/6y consi/4-03 12 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. 20. 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 farm which includes a designated general aggregate limit, the aggregate limit must be no less 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 as Additional Insureds, and shall specifically provide that any other insurance aeree/forinskm consi/4-03 13 coverage which may be applicable to the PROJECT shall be deemed excess coverage and that CONTRACTOR's insurance shall be primary. Under no circumstances shall said above-mentioned insurance contain a self-insured retention, or a"deductible" or any other similar form of limitation on the required coverage. 21. 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: I. 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, agree/forms/city constl4-03 14 elected and appointed officials, employees, agents and volunteers as Additional Insureds, to the City Attorney for approval prior to any payment hereunder. 22. 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. 23. 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 23 and any damages shall be assessed as set forth in Section 23. a�1reclformsr'eity consrM-03 15 24. 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 plus seven and one-half percent(7 'lz %) for overhead and profit less all such payments already made. Such payment by CITY shall be CONTRACTOR's sole and exclusive remedy for termination by CITY for its convenience and CITY shall have not further obligation to CONTRACTOR. 25. 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. 26. 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. 27. 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. aareeMorniveity const:4-03 16 28. 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 (S 100) for every Stop Notice tiled 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. 29. NOTICES Any notices, certificates, or other communications hereunder shall be given either by personal delivery to CONTRACTOR's agent (as designated in Section I 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-retum receipt requested: TO CITY: TO CONTRACTOR: City of Huntington Beach `�CaN � N� , ice• ATTN: - S"I PtJCPI N F—FR- P12-411S 2000 Main Street Huntington Beach, CA 92648 'Hu1-mt-j&-rr,>H o pAc-- -, C. _12-6+9 Ntcic Dt %;HppT`1t� aereeiforms,'city consv4-43 17 30. 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. 31. 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 L/nited States Code Section 1324a regarding employment verification. 32. 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 hluntington 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. 33. 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 hereol; each party agreelforms/ciry const/4-03 18 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. 34. 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 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. 35. GOVERNING LAW This Agreement shall be governed and construed in accordance with the laws of the State of California. 36. 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, agree/Forms/city consu'4-03 19 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. 37. 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. 38. SURVIVAL Terms and conditions of this Agreement, which by their sense and context survive the expiration or termination of this Agreement shall so survive. 39. MODIFICATION No waiver or modification of any language in this Agreement shall be valid unless in writing and duly executed by both parties. 40. 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 parry 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 agreelfor ms/city cons)/4-63 20 of this Agreement, and supersede all prior understandings and agreements whether oral or in writing between the parties respecting the subject matter hereof. IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by and through their authorized offices the day, month and year first above written. CONTRACTOR CITY OF HUNTINGTON BEACH, a municipal corporation of the State of California Mayor By:-&. ;� M.AQE ATTEST: print mmne ITS: (circle one)Chairman/President/ ice President City Clerk AND By: APPROVED AS TO FORM: yf ITS: (circle onkLecretag Ahief Financial Officer/Asst City+A�orney Secretary-Treasurer 4*A INITIAT AND APP D: REVIEWED AND APPROVED: Director of Public Works City ministrator agreelformslcin•cons[/4-03 21 a• SECTION .0 PROPOSAL for the MISCELLANEOUS SEWER LINING PROJECT PHASE II Within 15 sub areas of the City of Huntington Beach CASH CONTRACT No. 1202 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 85 working days, including material delivery, 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 sure 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 L - 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 AGEIICY'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 ( #Mb in the amount of S 10% v6 brn which said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice Inviting Scaled Bids, payable to the AGENCY. (Please insert the words "Cash", "Certified Check", or"Bidder's Bond", as the case may be). Bidder shall signify receipt of all Addenda here, if any: Addenda'No: ::Dafe.Re-M*d` `Bidder's Si tore 106 C-2 PROJECT BID SCHEDULE : tem.': ;estimated .:.:. ... item fit... uet:price ... :::.: ::... : .. . = : .... Lxtenae .. . :N6.€... uan#�t .: ... ..:�.ruf Price. :: .::Amount ...; :written inn°wards ..::: .:............. . . 1 1 Mobilization of equipment&materials. lump Slim _ THREE THOLSA Dollars 5.3.000.OQ S3 00.00 NO Cents Per lump sum 2 1 Traffic Control per Specs. lump SUM @ FOUR THOUSAND TWO HUNDRED FIFTY Dollars S4.250.00 $4,250.00 NO Cents Per lump sum 3 1 Demobilization of equipment&materials. lamp sum @ THREE THOUSA'VD Dollars S3.000.00 $3 0�00.00 NO Cents Per lum sum 4 18724 Line 8"host pipe peyr Specs.�}� $v l.f c� 'i�I{f*w { *W-4 Dollars $ i�3' S /If All Cents Per Lff, S 1310 Line I0"host pipe per Specs. Sd Dollars $ i2$ r S g 83S ap 44/40 TY Cents Per Lf. 6 577 Line I2"host pipe per Specs. p� 1.f. a@ 7wtAfy 5'1 x Dollars S 36 r S 2-- Z NQ Cents Per LE 7 458 Re-open service lateral per Specs. pQ ea r@i ONE A6y1M0k&P Dollars $ 1019 _ $ ee /V O Cents Per ea. 8 40 Grind protruding lateral per City requirements. pre � ea. @a Dollars $ .SQ $ ^ /VO Cents Per ea. 9 162 Point repair host pipe per Detail(Up to 5.5-ft.deep) 00 11 @ 7 O N&#PAt n ,C/f rY f»E Dollars S ;Z S 4 310 ka_ Cents Per Lf 14 306 Point repair host pipe per Detail(5.5 up to 10.5-ft.deep) op 11 © TWO fJMiV.DRf,D SIX Dollars S ,M �!ySb /Vd Cents Per LE f r_t PROJECT BID 84CHEDULE Items st�mated:': tern r��rh un€t:�ricQ... �� ande ko :Quantity.: : writcento.words: ::. �n�t:FricP:..: . ._ mount:: 11 72 Point repair host pipe per Detail(10.3 up to 1�-;*..deep) ? u 774KA k AtOyyxt p_ Dollars S S i. _ Cents Per i.I. 12 5 Re nose&Replace Clean-Out per specs. od ea. sir Tk* —1?vF,,_fA-20y D - --- Dollars S Z, QOO S 119 4900 _ At o Cents Per ea. 13 @ Dollars $ S Cents Per 14 ; Dollars S S Cents Per 15 @ Dollars S $ Cents Pe: Total Amount Bid in Fires: S 9D 5 Total Amount Bid in Words: Six MwAIA49-a �a+.s e— ��y.�/b 5�x .....................__...........-................................................_......................................................................................................................... ........_._............................ LITST OF SU1 CO—I aTRACTORS 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 and the portion of the work to be done by such subcontractor. "� ''Name-and''c 4ddres�o :Subcdritractor: '�Stato Lrcpns� Class Poption of'Work ' .Nu►nber i pPji&T AV6 di-O 1/ A� R vss� ,444,4f ~1 By submission of this proposal, the Bidder certifies: 1. That they are 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. NONCOLLUSION AFFIDAVIT li 0 BE EXECUTED BY BIDDER AND SUBMITTED QED WITH BID State of California ss. County of Orange LL//�/GS(��/;-r�4 , being first duly sworn, deposes and says that he or she is S of 4 iAli" g c the party snaking 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. r- Name of Bidder Signature of Bidder .581V/ b44 Al--A c64 am`r� y Address of Bidder Subscribed and sworn to before me thi ` day of 200 . W .WALON Co�idonr/ty7852 � NftyP Mc-Callomia _ OMW Camay L'0---1. JW 2,2003 NOTARY PUBLJ NOTARY SEAL C4 UTILITY AGREEMENT HONOR-ABLE MAYOR AND CITY COUNCIL CITE'OF H1:;NTINGTON BEACH, CALIFORNIA Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the MISCELLAlVEODS SEWER LINING PROJECT, PRASE 11; CC- 1202, (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: "Qualif ed 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. Contractor By S�ca� 7??Wy Title Date: 4I/2 2/0� C-S DISQUALIFICATION -QUE-S.TAIGYNAIRE In accordance with Government Code Section 14310.5, the Bidder shall complete, under penalty of perjury, the following questionnaire. Q l STI®'N'NAIRE 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 -ederal, State or local government project because of a violation of la-,v or a safety regulation? ® Yes ('_vo 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 LNSUR4-NCE CERTIFICATE Pursdant 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. ems�y Contractor By 5�GC,44 i Title Date: C-7 UNDERGROUND SERVICE ALERT IDENTIFICATION NUMBER (To be completed only by the awarded Contractor prior to excavation) No excavation will be permitted until this form is completed and returned to the AGENCY, Section 4216/4217 of the Government Code requires-a Dig Alert Identification Number be issued before a Permit to Excavate will be valid, To obtain a Dig Alert Identification Number, call Underground Service Alert at 1-900-4224133 a minimum of two working days before scheduled excavation. Dig Alert Identification,Number: Contractor By Title Date: Note: This form is required for evefv Dig Alert Identification _Number issued by U.S.A. during the course of the Work. Additional forms may be obtained from the AGENCY upon request. C-8 KIDDER'S �TFw.:'RL A Ji.IO BIDDER certifies that the following information is true and correct: Bidder Name Business Address fhAyr�,�,-Z4,1 B CA. _ 4�64 City, State Zip (714 ) 91 f -- 23 23 Telephone Number _ 7 31 -7 17 `A State Contractor's License No. and Class l- 2-7- P - Original Date Issued 31 - oS Expiration Date The work site was inspected by -,44 -'-A&of our office on 1Y 200_3. The following are persons, firms, and corporations having a principal interest in this proposal: -!M- aid A41WA4&,l4 G. - PFiC/�r Y SC.4'71(Loi✓ � rfJ?�Al��it C-9 The undersigned is prepared to satisfy the Council of the City of Huntington Beach of its ability, financially or otherwise, to perform the contract for the proposed work and improvements in accordance with the plans and specifications set forth. - Company Name Signature of Bidder Printed or Typed Signature Subscribed and sworn to before me this 2-2- day of A Pa.,,- , 2003 . CHAR ES BiOWNING w1RSONs Comffiman# !230&V z Nofay Public-Ca(Ifa is Los Angeles CL37,M My Gomm. Ju0 3 NOTARY PUBLIC s►. NOTARY SEAL Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past two years: 1. ci �EnI /'.0, Jrax JinQ1 guzA P.QAK I . 9ab 2 Z Name and Address of Public Agency Name and Telephone No. of Project Manager: NfAA- gLWA-2111 1 2 r.?X$9 #323 0 000 P1,0L ,4 i / -L 0-S Contract Amount Type of Work Date Completed 2. ci Ty 41Z {uN'Tlnl 2aoa NM&,w.*r µrnl 864 64, 4sG5I,f Name and Address of Public Agency Name and Telephone No. of Project Manager: PkP:2r AgoNE I-71¢� 341 noo ' PiP� ern//N4 9�o x _ Contract Amount Type of Work Date Completed 3. 999AE Ca Wryj4w oN ?V 45ax 1127 Few !/R-tr..W z2 2 Name and Address of Public Agency Name and Telephone No. of Project Manager_ --entgE 4 Ar oa PiPf 7oz Contract Amount Type of Work Date Completed C-10 The l'oflowing information must be returned wNh the bid Bidder's name: SANCpi✓ Bidder's address: JW/ e*14'.WeA4 P4,y 7V 8dAl, CA. 172649` Phone number: (710 991— Z323 Fax number: Pipeline rehabilitation process (trade name) bid: (Choose only one per Section B- "Instructions to Bidders" #12) Attach a letter to this sheet from the manufacturer stating that: 1. The installer (bidder) listed above is factory licensed and.trained.�h'T 2. SDR thickness supplied (minimum thickness SDR 35) t ATT9f'IA-0 ) 3. Have the ability and will supply the necessary amount of material within the construction time frame. /q71 Ar V Fd? List of three certified laboratories that can perform the required ASTM testing. Laboratory number 1: Name: RM%�cfi� �FlamRi9 To RIe-r _ Address: _ a,.9 9 a7z 3 Telephone number: . (s6Z) 4633 yP2W Contact person: Laboratory number 2: Name: OCAd r_ ,$--Xi -,/RaoTvT� Address: Telephone number: (71f ) L 30 6142 Contact person: Laboratory number 3: Name: Address: oo a r 723 Telephone number: ug) �_ 711 Contact person: C-11 a merica n Dice_ __ . aStics PO. Box 577, Binghamton, New York 13902 Phone 607 775-4340 Inc. FAX 607 775-2707 November 23, 1998 Mr. Nick DiBenedetto, President Sancon Engineering, Inc. 5841 Engineer Drive Huntington Beach, CA 92649 Dear Mr. DiBenedetto: This is to certify that Sancon EngineeringJkc. is a licensed and experienced installer of the AM-Liner folded and formed PVC pipe rehabilitation system located in the Southern California area. Should any of your clients need further information or have any questions regarding this matter, please feel free to have them contact us. Sincerely, AR�ICA 1 &PLASTICS, INC. r t obbi Zurn resident �• cc. Sancon Engineering, Inc. file i 5= M'uQ: r'�, X •�,'i' t�. ,�' �fy.+J".-,5j � � •�T,f.=.;.r�F � �a.` '�, � ..•y ti�;,�:�t�.••.: •+'t; H -C�..s�•, C�,° -•�w _� Sa__,. �t.cS � {i� �{'��; '�,�, iO�7:Aa f'• S ' - - r r -�. y r 0 SO M i y{ �. E �� �� ,};�'•�{�er r �tr 'ti �t�'. i r r�,, .iK?+7�i' '-p n�': l p W. NER" ram::�s PATENTED -_7 is a strong, effective PVC pipe lining - system which allows for repair of broken and leaking underground - sewer lines without costly and time consuming excavation. .sk.:;{: cam« .Y� _ .�•— - `�: 03M . .:�1�s+:��_ -i-rr --__ t•�....�- _. .. .. _ x_�',•. �a.'�'T�� �">yrr ' "Ja`-� �^.sr;M,s%�,r_• �� Vic"•_�:- .cJ...•f - _ - :'- :."s - --:..-. -��. '.�>.::.JT"�:.K- -. - S-"'.���)�-•- � -•y-_ _ .r.'��F_ .fir- i� -=r.:..y ✓! _ • ..fiat, 'r-. -. --:-ti•,s:;` - "�, ��,r��r :. ;1111 ®, Once installed, AM-LINER II is ryryd ., r.-xa `- _ � 2 . _ continuous from manhole to :. PATENTED manhole, eliminating leaking joints, 0 is manufactured from apolyvinyl root intrusion, and further damage to chloride compound specially formu- the existing host pipe by corrosive lated for pipeline rehabilitation. sewer gases and chemicals. 0 is resistant to all normal sewer effluents. ADVANTAGES W+ is manufactured t SDR 32.5 and 0 trenchless technology SDR 26 to line sewer pipe rom 6 inch fast installation to 12 inch diameter. 0 conforms to ASTM standards F-1867 seamless interior and F-1871. . W structural resistant to gases, chemicals, and corrosion 0 consistent high quality XI qualified licensed installers For more information and the �w name of licensed installer in your area contact: kid american pipe & plastics, Inc. P.O. Box 577 Binghamton, N.Y. 13902 phone: 607-775-4340 fax: 607-775-2707 www.amliner.com LU G Z ..,:.., v'+`,+ r ,G^f.y '"'s°Ak.;. Y„Axw.a4p,, SM wy Lc rYjf•"(, � ����� r.,r ¢'k36" `g dre�'�,u'�n, .y� i .,�, �•➢,' ��vS Fy r r^'^..,Hr.,, ' ' w Buk'f Mh w° h g£ w tr`,ft,,`;. rr,M1•+., ,,.,I�.o.+ .a• O ® 4 a^, � •E�, a '!Nt k. f �'4p3 utY,,ry �f4'�'nw rati � r 4 �G«fa. o ;c �' n, e� "'x" �'^6,,.• y�w° ',!'bra F p„+r�yrry��, f a ,,f�"���,, '� rGM1 Y.r � �'"'��' 'm��'�r �'r ��'�C� •�nt '�: +y 5�•• .''7D`" CL L� 2m �4+ f 'Fr :�C yiG '• E 16mMp Ire CFH. ,gam k• ' n•: '• ' - �`" e- - �PATENTEQ rq is a strong, effective PVC pipe lining system which allows for repair of broken and leaking underground sewer lines without costly and time consuming excavation. )Am ® Once installed, AM-LINER II is continuous from manhole to WW=' -• N-E PATEHTED manhole, eliminating leaking joints, v. © is manufactured from a polyvinyl root intrusion, and further damage to chloride compound specially formu- the existing host pipe by corrosive lated for pipeline rehabilitation. sewer gases and chemicals. © is resistant to all normal sewer effluents. ADVANTAGES © is manufactured t a 32.5 and © trenchless technology 4 SDR 26 to line sew pipe om 6 inch © fast installation to 12 inch diameter. © seamless interior © conforms to ASTM standards F-1867 and F-1871. © structural © resistant to gases, chemicals, and corrosion © consistent high quality © qualified licensed installers For more information and the name of a licensed installer in your area contact: american pipe & plastics, inc. P.O. Box 577 Binghamton, N.Y. 13902 prone: 607-775-4340 fax: 607-775-2707 www.amliner.com 44/ 1/2�03 I S37775551@ APPI ZURN �!-u_ 31 10 American .2 pipe & plastics PC). BOX 577, Biingnamton, New York 13902 Phone 607 775-4340 Inc. Web Site www.anpipe.com Fax 607 775-2707 Apn:121, 2003 Mr. 'dick DiBenedetto, President Sancon Engineering;Inc. 5843 Engineer Drive Huntington Beach, CA 92649 Dear Mr. Di3enede to This is to confirm that A.rneriCIM Pipe& Plastics, Inc. has the ability and'all_the n1:,,essary resources to supply the requirrd AM-LINER"PVC sewer liner pipe withi=-i the construv ion time fimrrie of the project Imown as Xftoellaneous Sewer Lining Projr^t, Phase IL in the City of Huntington Beach, Califm-nia. Should there be any questions:egardffig the above, please feel fire to call tiZp undersigned. Sincerely, A RICAN PIPE PLASTICS,PiC. obbi Zurn President s=t by-^ax HUNT:` GT--"N 3EA&I 714 374 1573 22/E3 City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax(714) 374-1573 ADDENDUM NUMBER ONE For Miscellaneous Sewer UnIn-a Project Phase Il CC- 1202 April 3, 2003 Notice To All Bidders:. This addendum is hereby made a part of the contract documents to the same extent as though it 'were orlginalfy included therein. Please note the following revision to the Project Plans, Specifications, and Technical Provisions: The attached sheet 12 of 12 revised and issued this date hereby replaces sheet 12 of 12 of Appendix A--Project Location Map(s) and Point Repair Detail. This modification does not change the Engineers Estimate, Bid Schedule or the Bid Opening dateltime for this project. This is to acknowledge receipt and review of Addendum Number one, dated April 3, 2003. Company Name By 9 °} Dat All bidders must acknowledge the receipt of this Addendum with your bid proposal. Should you have any questions regarding this Addendum, please call Steve Krieger at(714) 536- 5259. AM-LINER II PIPE THICKNESS CALCULATIONS FOR • MISCELLANEOUS SEWER LINING PROJECT, PHASE II, CC NO. 1202 CITY OF HUNTINGTON BEACH Thickness Calculations for 8-Inch AM-Liner" PVC Pipe Liner i i t AM-Linerll Dimensions Liner Diameter (in.) 81 in Liner Thickness (in.) 0.246 in Liner SDR 32.5 AM-Linerll Physical Properties Initial Tensile Stress (psi) I 3600 psi Initial Flexural Strength (psi) 4100psi Initial Flexural Modulus of Elasticity (psi) ; 155,000 psi Long-Term Modulus of Elasticity (psi) 77,500 psi i Existing Host Pi a Characteristic_s Existing pipe fully_ deteriorated Ovality (%) 2 % Soil Characteristics Type of Soil clay w = Soil density (pcf) I 1201 pcf Es = Soil modulus (psi) 1000 psi Safety Factor (N) 2.01 I H = Max soil height over pipe (ft) 20 ft Hw = Assumed height of water above pipe ft 15 ft raNEER•p o � y H W A- BN�IN 51p ' f 8193'1 -0 Sancon Engineering II, Inc. Nick DiBenedetto, P.E. AM-LINERII PIPE THICKNESS CALCULATIONS FOR MISCELLANEOUS SEWER LINING PROJECT, PHASE II, CC NO. 1202 CITY OF HUNTINGTON BEACH Thickness Calculations for 8-Inch AM-Linerll -PVC Pipe Liner 1. Determine the l'oading on the pipe usina the modified Marston.Formula and-the Boussinesg Formula _ _ I Base Equation: i Total Load (Wtot) = We + WI I j where: i Dead Load (WO = Cd * w * Bc * Bd (Marston Formula) Cd = loading coeficient Cd = 1 - e^(-2 * ku' * HIBd) 2 * ku' e = 2.718 ; H = Height of soil above pipe j H = 20 ft ku' = .130 ku' - 0.13 w = soil density (psf) w = 120 pcf Bc = diameter of pipe (in) Bc = 8 'in Bd = trench width (ft) Bd =` 2.67 ft Cd = 3.30 Dead Load (Wc) j j We =1 703.75 i I bsl ft. Live Loads (H20 Highway) Live load (WI) = Cl * P * (1 +1f) Cl = Live load coeficient {I ft) Cl = 0.001 P = wheel load (lb) P = 16000 j Ib If = impact factor j If = 0.00 Impact factor = .766 - .133 * H WI = 16 Ibsl ft. ( 0 <=lf<=.5) , I Therefore: Total Load Wtot = We + Wl Wtot = 71921P. qXV (a 2e "' 'v . 3 '^ tr !q civil Sancon Engineering II, Inc. Ni etto, P.E. AM-LINERII PIPE THICKNESS CALCULATIONS FOR MISCELLANEOUS SEWER LINING PROJECT, PHASE II, CC NO. 1202 CITY OF HUNTINGTON BEACH Thickness Calculations.for 8-Inch AM-Linerll PVC .Pipe Liner 2. Determine:External Pressure on Pipe i Base equation: i ga (psi) = Yw * Hw + (Rw * Wc)ID + Wi1D Where: We = vertical soil load = (Ys * H * D) 1 144 Modified equation qa (psi) = Yw * Hw * 12in.lft. + (Rw * Ys * H) 1144 + WI 1 (D # 12in.lft.} i I where: Yw = Specific weight of water (lb/in ^3) Yw = .0361 Ib/il n"3 Hw = Height of water above pipe (ft.) Hw =i 15.00 ft Rw = Water Buoyancy Factor = 1-.33(Hw/H) Rw = 0.75 Ys = Sail Density Qblft^3) Ys =. 120 _pcf H = Height of soil above pipe L) i H =j 20 ft WI = Live load (lb/ft) j WI = 16 -lb/ft D = Pipe Diameter (in.) I D =l 8 in Therefore: External Pressure on the pipe (qa) qa = 19.21 'psi Q�dfESS�y �a�gERrCK a q� y y Uj _ CIVIL di CALI�d SANCON ENGINEERING il, INC. Nick DiBenedetto, P.E. AM-LINERII PIPE THICKNESS CALCULATIONS FOR MISCELLANEOUS SEWER LINING PROJECT, PHASE II, CC NO. 1202 CITY OF HUNTINGTON BEACH Thickness.:Calculations for 8-Inch AM-Linerll PVC Pipe; Liner 3. Thickness Required for Buckling Pressure, Base Equation qa + C/N * (32*Rw*B'*Es*EIID^3}^.5 Modify the Base E uation by adding the following substitution: El = Pipe Wall Stiffness Factor = El * (t^3)/12 Modified Equation: t = 0.721 # D * ((N * ga/C)"2/(El * Rw * B' * Es))^.333 i where: = Moment of Inertia (in^41in) = t^3112 t = minimum liner thickness (in) D = Pipe diameter in D 8 in N = Safety Factor N = 2 qa = external presure on pipe (psi) qa = 19.21 j psi Ovality of Pie %o) 2 % C = Ovality Factor = ((1 - % ovality/100)/(1 + % ovality/100))^3 C = 0.84 El = Long term modulus of elastict (psi) El = 77,500 -psi Rw = Water Buoyance factor Rw = 0.96 B' = coefficient of elastic support = 11(1 + 4* e^(-0.065 * H)) B' = 0.48 Es = Modulus of soil reaction (psi) Es = 1,000 psi H = Height of Soil above pipe (ft) H 20 ft Minimum thickness required for 8" AM-LINER" is t 0.225 in. Minimum specified thickness for 8" AM-LINER" is t = 0.225 in. Therefore: Use Standard SCR 32.5 AM-LINER" with thickness of t = 0.246 in. gVLOFESS/p ` 0)ERIcK 4,4t y b ocx P3 �r9lf CfVIL Sancon Engineering II, Inc. Nick to, P.E. AM-LINERII PIPE THICKNESS CALCULATIONS FOR MISCELLANEOUS SEWER LINING PROJECT, PHASE II, CC NO. 1202 CITY OF HUNTINGTON BEACH Thickness Calculations for 10-Inch AM-Liner" PVC Pipe Liner AM-Liner" Dimensions Liner Diameter (in.) 10 in Liner Thickness (in.) 0.308 in Liner SDR 32.5 AM-Liner" Physical Properties-: Initial Tensile Stress (psi) j 36001 psi Initial Flexural Strength (psi) 4100 psi Initial Flexural Modulus of Elasticity (psi) 155,000 psi Long-Term Modulus of Elasticity_(psi) 77,500 psi Existing Host Pipe Characteristics Existing pipe fully deteriorated Oyality (%) 2 % Soil Characteristics Type of Soil clay w = Soil density (per 120 pcf Es = Soil modulus (psi 1000 psi Safety Factor (N) 2.0 H = Max soil height over pipe (ft) 15 f# Hw = Assumed height of water above pipe ft 7 f# ISOF ES S10 'astCN a, s 0 'elf �40 Sancon Engineering II, Inc. Nick Di etto, P.E. AM-LINERII PIPE THICKNESS CALCULATIONS FOR MISCELLANEOUS SEWER LINING PROJECT, PHASE ll, CC NO. 1202 CITY OF HUNTINGTON BEACH Thickness Calculations for 10-Inch AM-Linerll PVC Pipe Liner 1_Determine the loading on the pipe using the modified Marston Formula,and the Boussinesq Formula Base Equation: Total Load (Wtot) = We + WI where: Dead Load (Wc) = Cd * w * Bc Bd (Marston Formula) Cd = loading coeficient Cd = 1 - eA(-2 * ku' * HIBd) 2 * ku' e 2.718 H = Height of soil above pipe H = 15 ft ku' = .130 ku' = 0.13 w = soil density (psf) w = 120 Ipcf Bc = diameter of pipe (in) Bc = 10 in Bd = trench width (ft) Bd = 2.83 ft Cd = 2.87 Dead Load (Wc) We = 814.58 Ibsl ft. Live Loads (H20 Highway) Live load (WI) = Cl * P * (1 +1f) Cl = Live load coeficient (1 ft) Cl = 0.002 P = wheel load (lb) P = 16000 Ib If = impact factor If = : 0.00 Impact factor = .766 - .133 * H j WI =j 32 i Ibsl ft. ( 0 Therefore: Total Load Wtot = We + WI Wtot =I 846.5 Ra Qc' fa of f2 3y y�o R CIVIL Sancon Engineering li, Inc. Nic o, P.E. AM-LINERII PIPE THICKNESS CALCULATIONS FOR MISCELLANEOUS SEWER LINING PROJECT, PHASE Il, CC NO. 1202 CITY OF HUNTINGTON BEACH Thickness Calculations for 10-Inch AM-Linerll PVC Pipe Liner 2. Determine External Pressure on Pipe Base equation: ga (psi) = Yw * Hw + (Rw * Wc /D + WIID Where: We = vertical soil load = (Ys * H * D) 1 144 Modified equation qa (psi) = Yw * Hw * 12in.lft. + Rw * Ys * H 1144 + Wi 1 (D * 12in.lft.) where: Yw = Specific weight of water lb/in ^3 Yw = .0361 ilblinA3 Hw = Height of water above pipe (ft.) Hw = 7.00 Ift Rw = Water Buoyancy Factor = 1-.33 H( w/H) Rw = 0.85 Ys = Soil Density (Iblft^3) Ys =� 120 pcf ; H = Height of soil above pipe (ft) H = 15 ft WI = Live load (lblft) WI = 32 Iblft D = Pipe Diameter (in.) D = 10 in Therefore: External Pressure on the pipe (qa) qa = 13.87 gsi ERICK 01 4-e f SAAf CNIL Q� SANCON ENGINEERING II, INC. N;c tto, P.E. AM-LINERII PIPE THICKNESS CALCULATIONS FOR MISCELLANEOUS SEWER LINING PROJECT, PHASE II, CC NO. 1202 CITY OF HUNTINGTON BEACH Thickness Calculations for 10-Inch AM-Linerli PVC-Pipe Line_ r 3. Thickness Required for-Buckling Pressure Base Equation qa + C/N * (32*Rw*B'*Es*EI/D^3)^.5 f Modify the Base E uation by adding the follo_ win substitution: El = Pipe Wall Stiffness Factor W El * (t^3)/12 Modified Equation: j t = 0.721 * D * ((N * qa/C)^2/(EI * Rw * B' * Es))".333 I where: = Moment of inertia in"4/in) = t^3/12 t = minimum liner thickness (in) D = Pipe diameter (in) D = 10 in N = Safety Factor N = 2 qa = external presure on pipe (psi) qa = 13.87 psi Ovality of Pipe % 2 C = Ovality Factor = ((1_- % ovality/100)/(1 + % ovality/100 ^3 I C = 0.84 El = Long term modulus of elastict psi El = 77,500 psi Rw = Water Buo ante factor Rw =. 0.96 B' = coefficient of elastic support = 1/(1 + 4* e^(-0.065 * H)) B' = 0.40 Es = Modulus of soil reaction (psi) Es = 1,000 psi H = Height of Soil above pipe (ft) H = 15 ft Minimum thickness required for 10" AM-LINER" is: t = 0.241 in. Minimum specified thickness for 10" AM-LINER" is t = 0.280 in. Therefore: Use Standard SDR 32.5 AM-LINER" with thickness of t = 0.308 in. �Q4�EACKr4v f 0 ft4r CML �Q� f R� A Sancon Engineering II, Inc. Nick DiBenedetto, P.E. AM-LINER" PIPE THICKNESS CALCULATIONS FOR r MISCELLANEOUS SEWER LINING PROJECT, PHASE II, CC NO. 1202 CITY OF HUNTINGTON BEACH Thickness Calculations for 12-Inch AM-Liner" PVC Pipe Liner AM-Liner" Dimensions Liner Diameter (in.) 12'in Liner Thickness (in.) 0.369 in Liner SDR 32.5 AM-Liner Physical Prolerties j Initial Tensile Stress (psi)__ 3600 psi Initial Flexural Strength (psi) 4100 psi Initial Flexural Modulus of Elasticity (psi) 155,000 psi Long-Term Modulus of Elasticity (psi) 77,500 psi F Existing Host Pipe Characteristics Existing pipe fully deteriorated Ovality (% 2 % Soil Characteristics Type of Soil clay w = Soil density (pcf) I j 120pcf Es = Soil modulus psi 1000 psi Safety Factor (N) 2.0 H = Max soil height over pipe (ft) 151ft Hw = Assumed height of water above pipe ft ' 7 ft ESS �O f Ea*ty(ar p 4.e �e— Sancon Engineering II, Inc. cB�e , P.E. 7 AM-LINERII PIPE THICKNESS CALCULATIONS FOR MISCELLANEOUS SEWER LINING PROJECT, PHASE II, CC NO. 1202 CITY OF HUNTINGTON BEACH Thickness Calculations for 12-Inch AM-Linerll PVC Pipe Liner 1. Determine the loading on the pipe using the modified Marston Formula and the Boussinesa Formula Base Equation: ' Total Load (Wtot) = We + WI Dead Load (We) = Cd * w * Bc Bd (Marston Formula) Cd = loading coeficient Cd = 1 - e^(-2 * ku' * H/Bd) H = Height of soil above pipe i I H = 15 ft ku' = .130 ku' =i 0.13 w = soil density (psf) w = 120 pcf Bc = diameter of pipe (in) Bc = 12 !in Bd = trench width (ft) j ; Bd = 3.00 ft Cd = 2.80 Dead Load (Wc) Wc =:_10077.21 Ibs Live load (WI) = Cl * P * (1 +1f) Cl = Live load coeficient {/ft) j Cl = 0.0025 P = wheel load (lb) i P =i 16000 lb If = impact factor I ' If = ' 0.00 Impact factor = .766 - .133 * H WI = 40 Ibs/ ft. ( 0 <=lf<=.5) I i Therefore: Total Load Wtot = We + WI) Wtot =i 1047.21 Ibs/ ft. QR4FESSI0N g�pERFCIr aV '4! M7 /3 0 �l9tE. CNIL Sancon Engineering II, Inc. N Fnedetto, P.E. Z AM-LINERII PIPE THICKNESS CALCULATIONS FOR MISCELLANEOUS SEWER LINING PROJECT, PHASE II, CC NO. 1202 CITY OF HUNTINGTON BEACH Thickness Calculations for 12-Inch AM-Linerll PVC.-Pipe Liner 2. Determine External-Pressure on Pipe Base equation: i qa (psi) = Yw * Hw + (Rw__* Wc)ID + WIID I Where: We = vertical soil load = (Ys * H * D) / 144 . I Modified equation qa (psi) = Yw * Hw * 12in.lft. + (Rw * Ys * H) 1144 + WI / (D * 12in.lft. where: Yw = Specific weight of water Iblin ^3 Yw = .0361 jib/in A3 Hw = Height of water above pipe (ft.) Hw = 7.00 ft Rw = Water Buoyancy Factor = 1-.33(Hw/H) Rw = 0.85 Ys = Soil Density (lblft^3) Ys = 120 _pcf H = Height of soil above pipe (ft) ! H = 15 ft W I = Live load 1{ b/ft) W I = 40 lb/ft D = Pipe Diameter in) D = 12 in i I I I Therefore: External Pressure on the pipe (qa) qa = 13.89 si 4 PotESS/0 4�vDER1Ck Q N9! l4lf. CIVIL OF tF'� SANCON ENGINEERING II, INC. Nick Di enedetto, P.E. AM-LINER" PIPE THICKNESS CALCULATIONS FOR MISCELLANEOUS SEWER LINING PROJECT, PHASE II, CC NO. 1202 CITY OF HUNTINGTON BEACH Thickness Calculations for 12-Inch AM-Linerll PVC Pipe Liner 3. Thickness Required for Buckling Pressure Base Equation qa + C/N * (32*Rw*B'*Es*EIID^3 ^.5 Modify the Base Equation by adding the following substitution, El = Pipe Wall Stiffness Factor = El * (t^3)112 Modified Equation: t = 0.721 * D * ({N * ga1C)^2/(EI * Rw * B' * Es))^.333 i where: j I = Moment of Inertia (in^41in) = t^3112 t = minimum liner thickness (in) D = Pipe diameter (in) D =j 12 lin N = Safety Factor N =1 2 qa = external presure on pip�psi) qa =' 13.89 psi Oyality of Pipe (%) 2 '% C = Ovality Factor = ( 1 % ovality1100)1{1 + % ovality1100))^3 C = 0.84 El = Long term modulus of elasticty {psi) El = 77,500 psi Rw = Water Buoyance factor ; Rw = 0.96 B' = coefficient of elastic support = 11{1 + 4* e^{-0.065 * H)) B' = 0.40 Es = Modulus of soil reaction (psi) Es = 1,000 psi H = Height of Soil above pipe ft H = 15 ft Minimum thickness required for 12" AM-LINER" isl t = j 0.289 ;in. Minimum specified thickness for 12" AM-LINERII isl t = 0.336 1 in. Use Standard SDR 32.5 AM-LINER" with thickness of; t = 0.369 in. QRpFESSlpN ONDE11 p� �� C' W C stgl Mil Sancon Engineering II, Inc. etto, P.E. Council/Agency Meeting Held: Deferred/Continued to: Approved ZI Conditionally Approved ZI Denied City Clerk's Signature © t Council Meeting Date: May 19, 2003 Department ID Number: PW313-03:1 CITY OF HUNTINGTON BEACH` REQUEST FOR ACTIONT- L�. SUBMITTED TO: HONORABLE MAYOR AND CITY COUNCIL MEMBERS SUBMITTED BY: RAY SILVER, City Administrator �o PREPARED BY: ROBERT F. BEARDSLEY, Director of Public Work SUBJECT: Accept Bid for the Miscellaneous Sewer Lining Project, Phase II; CC-1202 Statement of Issue,Funding Source,Recommended Action,Alternative Action(s),Analysis,Environmental Status,Attachments) Statement of Issue: On March 17, 2003, City Council authorized the advertisement for bids for the second phase of the Miscellaneous Sewer Lining Project, Phase II; CC-1202. On April 22, 2003, staff received bids and now requests that City Council award the contract to Sancon Engineering II, Inc. Funding Source: Sufficient project funds totaling $794,250 are budgeted in the Sewer Service Fund, Sewer Improvements, Account No. 51185201.82600. Recommended Action: Motion to: 1. Accept the lowest responsive and responsible bid submitted by Sancon Engineering II, Inc., in the amount of $690,654.20 for the Miscellaneous Sewer Lining Project, Phase II; CC-1202; 2. Authorize the Mayor and City Clerk to execute a construction contract in substantially the same form as the attached sample contract. Alternative Action(s): Reject all bids and direct staff to re-advertise or abandon the project. This action could jeopardize the plan developed by the City and approved by the Santa Ana Regional Water Quality Control Board to correct the 178 points identified in the City's sewer system. j� , ] 0 REQUEST FOR ACTION MEETING DATE: May 19, 2003 DEPARTMENT ID NUMBER: PW 03-031 Analysis: In the spring of 2001, the City identified 178 points of concern in the City's sewer system. These areas predominantly consist of hairline cracks in the pipes, consistent with an aging sewer system. The City developed a plan, approved by the Santa Ana Regional Water Quality Control Board, to mitigate these areas. A sewer service charge has been implemented to fund sewer repair projects. To date, one hundred three (103) points have been addressed through maintenance, other projects and the first phase of the Miscellaneous Sewer Lining Project. This project will complete the plan as approved by the SARWQCB. On March 17, 2003, the City Council authorized the advertisement for bids, which were received on April 22, 2003. Staff has reviewed the bids and they are summarized below in order of increasing bid amounts: Bidding Contractor Bid Amount 1. Sancon Engineering, Inc. $690,654.20 2. U-Liner West $728,688.70 3. RePipe — CA $755,971.70 4. Insituform Technologies, Inc. $773,441.00 5. Miller Pipeline Corp. $833,287.60 6. Wesco Infrastructure Technologies $878,422.00 Staff completed the reference check for Sancon Engineering, Inc. and received favorable results from past clients. Additionally, Sancon Engineering, Inc. has performed similar jobs successfully for the City. Staff recommends award of the project to Sancon Engineering, Inc. Public Works Commission Review: The Public Works Commission reviewed and approved this project at its regular meeting of February 19, 2003, by a vote of 6-0-1 (Commissioner Johnson was absent). Environmental Status: This project is categorically exempt pursuant to Class B, Section 15301 of CEQA. Attachment(: City Clerk's Page Number No. Description 1. Location Map 2. Sample Construction Contract RCA Author: Krieger:jm GAR C A12003103-031 May 19 Krieger(Accept Bid for Sewer lining CC1202).doc -2- 413012003 2:53 PM ATTACHMENT 1 �Q. AREA 1 S 9,y N ~ R j • �C AREA 9 AREA 2 O A A . 2 7J' • • AREA 3 NTS Y A 0cn e) • • • AREA 4 AREA 13 m IrDINGER led AVE y N ~ 4b HEIL a N A m • AREA 10 AREA 14 WARNE ' f AREA 8 • Q 405 SLA AVE. AREA 5 Z AREA 6 TALBERT 9 A [�� 0 AREA 11 ELLIS AVE. AREA 15 AREA 7 141. AREA 12 GAR FIELD /000AVE. PACIFIC n n n ORK OWN A • 3 ADAMS AVE. n cc INDIANAPOLIS AVE. a 8 TLANTA z Z a AVE. a U W < cn w Z HAMILTOIV AVE. OCEAN yG� BANN NG �r AVE. LEGEdIl • APPROXIMATE LOCATION OF SEVERS TO HE LINED LocaHon.dwg LOCATION MAP MISCELLANEOUS SEWER LINING - PHASE II ' CITY OF HU N TI N GTON BEACH DEPARTMENT OF PUBLIC WORKS ATTACHMENT 2 CITY FUNDED CONSTRUCTION CONTRACT BETWEEN THE CITY OF HUNTINGTON BEACH AND FOR TABLE OF CONTENTS Page No. I. STATE OF WORK;ACCEPTANCE OF RISK 1 2. ACCEPTANCE OF CONDITIONS OF WORK; PLANS 2 3. COMPENSATION 4 4. COMMENCEMENT OF PROJECT 4 5. TIME OF THE HE ESSENCE 4 6. CHANGES 5 7. NOTICE TO PROCEED 6 8. BONDS 6 9. WARRANTIES 6 10. INDEPENDENT CONTRACTOR 7 11 LIQUIDATED DAMAGESIDELAYS 7 12. DIFFERING SITE CONDITIONS 9 13. VARIATIONS IN ESTIMATED QUANTITIES 10 14. PROGRESS PAYMENTS 10 15. WITHHELD CONTRACT FINDS, SUBSTITUTION OF SECURITIES 11 16. AFFIDAVITS OF SATISFACTION OF CLAIMS 11 17. WAIVER OF CLAIMS 12 18. INDEMNIFICATION, DEFENSE, HOLD HARMLESS 12 19. WORKERS' COMPENSATION INSURANCE 13 20. INSURANCE 13 21. CERTIFICATES OF INSURANCE; ADDITIONAL INSURED 14 22. DEFAULT K TERMINATION 15 23. TERMINATION FOR CONVENIENCE 16 24. DISPOSITION OF PLANS, ESTIMATES AND OTHER 16 25. NON-ASSIGNABILITY 16 26. CITY EMPLOYEES AND OFFICIALS 16 27. STOP NOTICES 17 28. NOTICES 17 29. SECTION HEADINGS 18 30. IMMIGRATION 18 31. LEGAL SERVICES SUBCONTRACTING PROHIBITED 18 32. .ATTORNEY'S FEES 18 33. INTERPRETATION OF THIS AGREEMENT 19 34. GOVERNING LAW 19 35. DUPLICATE ORIGINAL_ 19 36. CONSENT 20 3T SURVIVAL 20 38. MODIFICATION 20 39 ENTIRETY 20 CITY FUNDED CONSTRUCTION CONTRACT BETWEEN THE CITY OF 14UNTINGTON' BEACH AND FOR THIS .AGREEMENT ("Agreement") made and entered into this day of 20 , by and between the City of Huntington Beach, a municipal corporation of the State of California, hereinafter referred to as "CITY," and , a California hereinafter referred to as "CONTRACTOR." WHEREAS, CITY has solicited bids for a public works project, hereinafter referred to as "PROJECT," more fully described as 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 agreelforms?citp const/10-18-01 1 the action of the elements, from any unforeseen difficulties which may arise or be encountered in the 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), 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; agree/forms city const 10-18-01 2 C. The CITY's standard Plans and Specifications and special contractual provisions, including those on file in the office of the Director of Public Works of CITY and adopted by the City Council, and any revisions, amendments or addenda thereto; D. The current 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; 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 Department of Public Works of CITY (hereinafter referred to as "DPW"), and agree/forms/city const/10-18-01 3 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. COMPLNSATION 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 Dollars ( ), 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 ( ) consecutive 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 performance 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 auee.'forms cftv consu10-18-01 4 other contractors, subcontractors, and CITY forces working on the PROJECT in a manner that v,!ill 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, subcontractors and CITY forces and, in general, all matters concerning the timely and orderly conduct of the work of CONTRACTOR on the premises. 6 CIJA\GES 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 etTect 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. agee%torms cir%consul 0-18-0 1 5 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 dui: to such unavailability. 8. BONUS 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 aareelfo rmlci ry consd 10-18-01 6 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 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 Dollars (S ) per day for each and every working 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 ol'such delay; and CONTRACTOR agrees to pay these damages herein provided, and a Lreeherms!cii%-cocu1:M-18-01 ' 7 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 ofany such delay (unless DPW shall grant a further period of time), notify DPW in writing of the cause of the 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 jab 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 aeree.'formsr'em consu 1 U-18-G 1 8 delays by other contractors or subcontractors, will be allowed and an extension of time for completion shall be the sole remedy of CONTRACTOR. 12. DIFFERING SITE CONDITIONS A. 'notice: CONTRACTOR shall promptly, and before such conditions are disturbed, notify DPW in writing of (1) Subsurface or latent physical conditions at the job site differing materially from those indicated in this Agreement or the Contract Documents; or (2) 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 character to be performed under this Agreement. DPW shall promptly investigate the conditions and if it finds that such conditions do materially so differ and cause an increase or decrease in the time required for performance of any part of the work under this Agreement, whether or not changed as a result of such conditions, an equitable adjustment shall be made and the agreement modified in writing accordingly. B. Time Extension: No claim of CONTRACTOR under this Section shall be allowed unless CONTRACTOR has given the notice required hereunder provided, however, the time prescribed therefor may be extended by CITY. aereelforms ity const/10-1 9.0[ 9 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 PAYNIENTS Each month DPW will make an estimate in writing of the work performed by CONTRACTOR and the value thereof. From each progress estimate, ten percent (10%) 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 (50%) 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 sum as will bring the payments of each month up to one hundred percent (100%) of aereeIforms-'ckty cons["10-18-01 10 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. 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 terns of the Agreement. Partial payments on the contract price shall not be considered as a 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 SATISFACTIO\ Q CLAIMS Auer 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 CON'TRACTOR's affidavit covering disputed claims. or items in connection with 'Notices to Withhold, which have been filed under the provisions of the statutes of the State of California. a_recRorms:cit%consti 10-19-01 11 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. 18. IT\DEh11\IFICATIOI\. 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, 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. 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 CO\TRACTOR. 19. 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 aereelforms-kax mist!10-I9.01 12 to be insured against liability for workers' compensation; CONTRACTOR covenants that it will comply with such provisions prior to commencing perfonnance 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. 20. 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 (51,000,000) per occurrence. If coverage is provided under a form which includes a designated general aggregate limit, the aggregate limit must be no less than One Million Dollars (SI,000,000) for this PROJECT. This policy shall name CITY, its officers, elected or appointed officials, employees, agents, and volunteers as Additional Insureds, and shall specifically provide that any other insurance agreelforonskit const/10-18-01 13 E coverage which may be applicable to the PROJECT shall be deemed excess coverage and that CONTRACTOR's insurance shall he primary. tinder no circumstances shall said above-mentioned insurance contain a self-insured retention, or a "deductible" or any other similar form of limitation on the required coverage. 21. CERTIFICATES OF INSURANCE: ADDITIONAL INSURED ENDORSEMENTS Prior to commencing perfonnance 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 loregoing 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 tirmely 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, agreel ormsicite w11sdl0-18-01 14 elected and appointed officials, employees, agents and volunteers as Additional Insureds, to the City Attorney for approval prior to any payment hereunder. 22. DEI'AUI.,T 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 rermedy 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 23 and any damages shall be assessed as set forth in Section 23. 23, 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 aereeliorms�citvconsdlo I&ol 15 period plus seven and one-half percent (7 % %) for overhead and profit less all such payments already made. Such payment by CITY shall be CONTRACTOR's sole and exclusive remedy for termination by CITY for its convenience and CITY shall have not further obligation to CONTRACTOR. 24. 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. 25. NONASSIGNA131LITY 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. 26. CITY EMPLOYEES AND OF171CIALS 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. 27. 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 agree/forms/city const/10-1 B-01 16 Hundred Dollars (S100) 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. 28. 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 ATTN: 2000 Main Street ^ Huntington Beach, CA 92648 29. 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 ae-ree.`fanns.'cm.coast'1 u-18-C 1 17 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. 30. IMIGRATION 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 1324a regarding employment verification. 31. LEGAL SERVICES SL;BCONTRACTING 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. 32. 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. 33. INTERPRETATIO'N 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 agree/forms:'city cond10-t&01 18 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 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. 34. GOVERNING LAIN This Agreement shall be governed and construed in accordance with the laws of the State of California. 35. 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. 36. 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 consenv'approval to any subsequent occurrence of the same or any other transaction or event. agree/forms.-tity consu"10-19.01 19 37. SURVIVAL Terms and conditions of this Agreement, which by their sense and context survive the expiration or termination of this Agreement shall so survive. 38. MODIFICATION No waiver or modification of any language in this Agreement shall be valid unless in writing and duly executed by both parties. 39. ENTIRETY The parties acknowledge and agree that they are entering into this Agreement freely and voluntarily following extensive arm'& 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 supercede all prior understandings and agreements whether oral or in writing between the parties respecting the subject matter hereof. IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by and through their authorized offices the day,month and year first above written. a L_'feellonnslciiv consvlo-18-01 20 CONTRACTOR CITY OF HUNTINGTON BEACH, a municipal corporation of the State of California Mayor By. ATTEST: print name ITS: (circle one) Chairman.'President Vice President City Clerk AND By: APPROVED AS TO FORA: print name ITS: (circle one) Secretary/Chief Financial Officer:`Asst. City Attorney Secretary-Treasurer r ItHNi REVIEWED AND APPROVED: rks City Administrator aeree;'Ponns C1tc c011stll0-18-01 21 RCA ROUTING SHEET INITIATING DEPARTMENT: Public Works SUBJECT: Accept Bid for the Miscellaneous Sewer Lining Project, Phase II; CC-1202 COUNCIL MEETING DATE: May 19, 2003 RCA ATTACHMENTS STATUS Ordinance (w/exhibits & legislative draft if applicable) Not Applicable Resolution (w/exhibits & legislative draft if applicable) Not Applicable Tract Map, Location Map and/or other Exhibits Attached Contract/Agreement (wlexhibits if applicable) Signed in full by the City Attome ) Attached Subleases, Third Party Agreements, etc. —_(Approved as to form by City Attome Not Applicable Certificates of Insurance (Approved by the City Attome ) Not Applicable Financial Impact Statement (Unbud et, over $5,000) Not Applicable Bonds (If applicable) Not Applicable Staff Report if applicable) Not Applicable Commission, Board or Committee Report (If applicable)__ Not Applicable Findings/Conditions for Approval and/or Denial Not Applicable EXPLANATION FOR MISSING ATTACHMENTS REVIEWED RETURNED FORWARDED Administrative Staff ) Assistant City Administrator Initial City Administrator Initial Gz� City Clerk EXPLANATION FOR RETURN OF ITEM: Only)(Below Space For City Clerk's Use RCA Author: Krieger 'a' ys,,-::ti: �:y.•':'r-ter - �,i• rar'n-Y'r c x.-=-... ? - .° ;•• � - - - .- - _ '=`t•,pt� 3•L--r?"M � ,i7` l - C'i u---,�_3'~r.cr'r�f: _ r- - ;l � .is�J._-''.� !_-s•'l.�h -a .L �T..' i ,.. -- c " • �'• l�j- t .-411 Y' tip` �,,-,,,Sy`L�Fi-7P• 2 .s�swS i r ff .?`S�Ar,.1• ^5�=,�..,..' - - - --x _r t. -a _ '� =T J- -}'}�" 1•# �,_l.--,i, Cat;f, P:y .Ctl LTX"-.s.i. n u w "�,' k•i 'r r K3�S -din'.,;• i;Y.'.'i'{k' it,d7Y;:1 ,, 'y.A,• as-• @ l " :5f -�*i �-' •r:,.v. 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Y• � i tt 1 =... ,ti. rE'Y r•,.•'^ i t r 1s'•.' a.;�. � aka. ....y '- i ryA ,r^.�.° '• Y., , - �4u1 `f cif* tir: cl.w: r �: + r. ctt r y f ,`� fca�;;1'r F Ss}�r r x `r y,. S'< ks? r k ' Y:...�'�' 7..77 :a.r$ t kt. �rr �• d : �1 a.a. _' ' v_ i w 9'y "s7! 3r .d` 'w+� � -' xet kh z^ u •`f -#w•;r, Li't- tJ'- ++ - :.- t A •i • t �Y ,t - .. �. s BID DATE -s Q M A7• ,T•. a.,,. �r w a , c...-'�- •�. -� - -_�.+.-rci ter: tr:# - y.. ZI- , +-a4,-;:v..." w«...,.«r _ ,.....r• ,.-•r;.sir crlr G'': ..t...' �.._ - � :. '•"` yT- •e !,=f t.' r ire• - it .,.. -n -s- -.•ik'•�4- �,-{k;� ,:•'Ye��V-,.-. ^.�?.__ +t,: 'r: '�F��fy �f'�i[`r` � r-- ' _!.--t.�,•i M3 -es ram; ,7�+ � erg a � t s, � "'.� s ti -�- l-..-Y. .-•' 1��-rL...• s- _ !i � - 17a :A Y4.' .3 -a ty'�. %�.�t i,...cS _ - -}t� .i -� M-�-�w t-fii•�ul'�r#ram- r:�'G� �,�'r f• -S'i4 t - 'W7 �_ .p � 7 A,.:tr � � -1 � �•}� s{_ .(i„1 � --�`3r-� - - tt f 1f - i'S �s "ems'ar i-S y at a s"'SI-+x 'u rfi.f y - '.�t�i4 !'�-i a,Y.-,.- ° vR` .c�<h'� -3g"x;�ti a ,{:_ r-r - ,C --.N' •4 F _ a ri ,f['-�Aer� $eft S, -•- ! r' '--a ,a -_ — tt- 'tiv',a ,•6-r -r r..#' - �.!' 1 - } -''r:« - -r - to - - -' - r .` s - -- •b`' �� r, ^.�.., e•.+4' s - w.l�� ��.4't..i��•f_a" � � '4a�s-Y"�';` '•,v'�T-w�•.:��s,,..a-•a •ra.-+. �:s .F.�-a �.��,�-- , �EnguieerIs-Estunate: - 4`». -..., . x<,-..fir:r�r.L.:...::.c:�:wtw-+ '`..�-.� --z•r ..��5 _,..+,.d,........•t .:�....�..:. ~�� .,w,r;.a.......,. .- r�BID LIST �. � _. -?r.,o�.�Jw:w..`�i..�..y1n_:-w•r•.•-r- _ ` :. �:.P�...��aw�� ..+r-......w'.n�.».. .. � � - BIDDER'S NAME : RA1Vg . _ TOTAL BID AMOUNT.' . 60 3. &pe`r C� 3 SS . 7/ o 4. 2-0 S'AA,'C o .�/ I $ 6 0 6 s� 5. z0, 60�V "g 6. CSC a y Z z 7. $ s. $ 10. $ 12. $ 13. . $ 15. $ y rd E AC CA 1003 A?R 22 P I' Sq C= 0 0 z C-j Z z 8dv fool a Pub / /S k 3 - a '� -- r3 NOTICE INVITING SEALED BIDS q - for P3 CC-1242 "/ Notice is hereby given that sealed bids will be received by the City of Huntington Beach at the office of the City Clerk at City Hall, 2000 Main Street, Huntington Beach, CA 92648, until the hour of 2:00 PM on April 22, 2003, at which time bids will be opened publicly and read aloud in the Council Chambers for the MISCELLANEOUS SEWER LINING PROJECT— PHASE II in the City of Huntington Beach. A set of plans, specifications, and contract documents may be obtained starting March 31, 2003, at City Hall, Department of Public Works upon receipt of a non-refundable fee of$25.00, sales tax included, if picked up or$35.00 if mailed. Each bid shall be made on the Proposal Form provided in the contract documents, and shall be accompanied by a certified or cashier's check or a bid bond for not less than 10% of the amount of the bid, made payable to the City of Huntington Beach. The Contractor shall, in the performance of the work and improvements, conform to the Labor Code of the State of California and other Laws of the State of California applicable thereto, with the exception only of such variations that may be required under the special statutes pursuant to which proceedings hereunder are taken and which have not been superseded by the provisions of the Labor Code. Preference to labor shall be given only in the manner provided by law. No bid shall be considered unless it is made on a form furnished by the City of Huntington Beach, Department of Public Works, and is made in accordance with the provisions of the proposal requirements. Each bidder must be licensed and also prequalified as required by lave. The City Council of the City of Huntington Beach reserves the right to reject any or all bids. By order of the City Council of the City of Huntington Beach, California the 17th of March 2003. Connie Brockway _ City Clerk of the City of Huntington Beach 2000 Main Street. (714) 536-5431 1202 niv clerk M� CITY OF HUNTINGTON BEACH 2000 Main Street P . O . Box 1 90 Huntington Beach , CA 92648 LETTER OF TRANSMITTAL Fax (714) 374-1573 Attention: Connie Brockway Date: March 19 2003 To: City Clerk's Office Project/C.C.No.: C.C. No. 1202 2000 Main Street Regarding: Miscellaneous Sewer Lining, Phase 2 Huntington Beach, CA 92648 ❑ We are sending you: ❑ By Mail ❑ By Fax Mail(Number of pages including this sheet:) ® We are hand delivering: ❑ Attached ❑ Under a separate cover via the following Items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change Order ® Other: Notice Inviting Sealed Bids Item# .. •Co les Pa es Description' 1 2 1 Notice Inviting Sealed Bids 2 3 4 5 These are transmitted as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ® For your use ❑ Approved as noted ❑ Submit copies for distribution ® For your action ❑ Returned for corrections ❑ Return corrected prints ❑ For review/comment ❑ Other: Remarks: On March 17, 2003, the City Council authorized the advertisement of the Miscellaneous Sewer Ling Project, CC-1202. Please find attached the Notice Inviting Sealed Bids for this project. Please have this advertised for the following three (3) days: 03/27, 04/03, and 04/10. The bid opening is scheduled for 04/22. Please contact me at extension 5259 with any questions you may have. c: By: e Krl er,Civil Engineering Assistant G:\CoNmucnoN Coen uicis(CCs)\CC1202\12021kANs'roCiERK.00c Of Council/Agency Meeting Held: Deferred/Continued to: Approved U Conditionally Approved ❑ Denied City Clerk's Wnature Council Meeting Date: March 17, 2003 Department ID Number: PW 03-005 CITY OF HUNTINGTON BEACH REQUEST FOR ACTION SUBMITTED TO: HONORABLE MAYOR AND CITY COUNCIL MEMBERS SUBMITTED BY: RAY SILVER, City Administratoroup PREPARED BY:^ OBERT F. BEARDSLEY, Director of Public Works SUBJECT: AUTHORIZE ADVERTISEMENT FOR THE MISCELLANEOUS SEWER LINING PROJECT, PHASE II, CC-1202. Et men:to Issue, Funding Source,Recommended Action,Alternative Action(s),Analysis,Environmental Status,Attachment(s) Statement of Issue: Public Works staff has prepared Contract Documents and Specifications for the final phase of the current Miscellaneous Sewer Lining Project, Phase ll, CC-1202. Funding Source: Funds in the amount of $941,000 are budgeted in the Sewer Service Fund, Sewer Line Repairs, Account No. 51185201.82600. Recommended Action: Motion to: Approve the project plans and specifications and authorize the Director of Public Works to request bids for the Miscellaneous Sewer Lining Project Phase II, CC-1202. Alternative Action(s): Forego approval at this time and direct staff on how to proceed with the project. This project is part of the Santa Ana Regional Water Quality Control Board's (SARWQCB) approved work plan. r REQUEST FOR ACTION MEETING DATE: March 17, 2003 DEPARTMENT ID NUMBER: PW 03-006 Analysis: In the spring of 2001, the City identified 178 points of concern in the City's sewer system. These areas predominantly consist of hairline cracks in the pipes, consistent with an aging sewer system. The City developed a plan, approved by the Santa Ana Regional Water Quality Control Board, to mitigate these areas. A sewer service charge has been implemented to fund sewer repair projects. To date, one hundred three (103) points have been addressed through maintenance, other projects and the first phase of the Miscellaneous Sewer Lining Project. This project will complete the plan as approved by the SARWQCB. Staff has prepared contract documents and specifications for lining the remaining sewer segments and is seeking approval to advertise for bids. It is anticipated that the process of sliplining, which has proven to be successful and cost effective, will be used. Public Works Commission Review: The Public Works Commission reviewed and approved this item at its regular meeting of February 19, 2003, by a vote of 6-0-1 (Commissioner Johnson was absent). Environmental Status: This project is categorically exempt pursuant to Class 1, Section 15301 of CEQA. Attachments : City Clerk's Page Number No. Description 1. Location Ma RCA Author: Krieger:jm 03-005 mar 17 Krieger(Advertise 1202).doc -2- 2127/2003 10:49 AM ATTACHMENT # 1 ¢Q. AREA 1 Q- �Q ~ � • AFC AREA 9 AREA 2 ¢ v 0 A A E. ? • AREA 3 NTS Y c¢n AV . 0 p • • • AREA 4 AREA 13 mommawa4z m EDINGER 1'"s 41 (n AVE HEIL N A m • AREA 10 AREA 14 WARNE E.9 AREA 8 % 405 SLA ~ AVE. AREA 5 Z 6 c� AREA TALBERT© A JO AREA 11 ELLIS AVE. AREA 15 AREA 12 AREA 7 ��. 1"000 /� GARFIELD AVE. PACIFIC V i v~i c`n x F' ORKTOWN A • 3 qST Q�� Oy A ADAMS AVE. a . INDIANAPOLIS AVE. Y -9 o a o ATLANTA J Z = AVE. m Li c� w Z HAMILTON AVE. OCEAN 'y�yy BANNING AVE. i crrun • APPROXIMATE LOCATION OF SEWERS TO BE LINED 1- c tton.dwg LOCATION MAP MISCELLANEOUS SEWER LINING - PHASE iI CITY OF HUNTINGTON BEACH DEPARTMENT OF PUBLIC WORKS RCA ROUTING SHEET INITIATING DEPARTMENT: Public Works SUBJECT: AUTHORIZE ADVERTISEMENT FOR THE MISCELLANEOUS SEWER LINING PROJECT PHASE II; CC-1202. COUNCIL MEETING DATE: March 17, 2003 RCA ATTACHMENTS STATUS Ordinance (w/exhibits & legislative draft if applicable) Not Applicable Resolution (wlexhibits & legislative draft if applicable) Not Applicable Tract Map, Location Map and/or other Exhibits Attached Contract/Agreement (wlexhibits if applicable) (Signed in full by the City Attom2yj Not Applicable Subleases, Third Party Agreements, etc. (Approved as to form by CtfX Attorne Not Applicable Certificates of Insurance (Approved by the City Attorney) Not Applicable Financial Impact Statement (Unbud et, over $5,000) Not Applicable Bonds (If applicable) Not Applicable Staff Report (If applicable) Not Applicable Commission, Board or Committee Report If applicable) Not Applicable Find in s/Conditions for Approval and/or Denial Not Applicable EXPLANATION FOR MISSING ATTACHMENTS REVIEWED RETURNED FORWARDED Administrative Staff Assistant City Administrator initial { ) City Administrator Initial City Clerk ( ) EXPLANATION FOR RETURN OF ITEM: Only)(Below Space For City Clerk's Use RCA Author: Krieger CITY OF HUNTINGTON BEACH 2000 MAIN STREET CALIFORNIA 92648 OFFICE OF THE CITY CLERK. CONNIE BROCKWAY CITY CLERK . July 2, 2003 To: Insituform Technologies, Inc. 702 Spirit 40 Park Dr. Chesterfield, MO 63005 Enclosed please find your original bid bond issued by Travelers Casualty and Surety Company of America for Miscellaneous Seger Linings Project Phase 11, Cash Contract No. 1201. Connie Brockway, CIVIC City Clerk Enclosure g:lfollowu plcashcontlretumbid bond.doc (Telephone. 714.53"227 t A!A Document A310 Bid Bond KNOW ALL MEN BY THESE PRESENTS,that we Insituform Technologies, Inc. as Principal,hereinafter called the Principal,and Travelers Casualty and Surety Company of America a corporation duly organized under the laws of the State of Connecticut as Surety,hereinafter called the Surety,are held and firmly bound unto City of Huntington Beach as Obligee,hereinafter called the Obligee, in the sum of Ten percent of the amount of the bid Dollars(S 10%of bid ), for the payment of which sum well and truly to be made,the said Principal and the said Surety, hind ourselves,our heirs,executors,administrators,successors and assigns,jointly and severally,firmly by these presents. WHEREAS,the Principal has submitted a bid for Miscellaneous Sewer Lining Project Phase 11 Cash Contract No. 1202 NOW,THEREFORE, if the Obligee shall accept the bid of the Principal 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, or In the event of the failure of the Principal to enter such Contract and give such bond or bonds,if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may In good faith contract with another party to perform the Work covered by said bid,then this obligation shall be null and void,otherwise to remain in full force and effect. 'Signed and sealed this 22 day of April ,2003 Insituform Techriol ies, Inc. (Prfr)cipe1) (Seal) (Witness) Ad ie) Anthony w. er , Chairman & CEO Travelers Casualt} ure Company of America - -- (Surety) (Seal) (Witness) (r7ue) Kathleen A. Petchulat,attomey-in-fact ALA DOCUMENT A310•BID BOND•ALA®•FEBRUARY 1970 ED•THE AMERICAN INSTITUTE OF ARCHITECTS,1735 N.Y.AVE..N.w.,WASHINGTON.D.C.20000 Insiti'fOrm T°�hrnkgicS. Inr, CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT M ,o State Ot Missouri Coun,v of St.Louis 1 1 0n April 22,2003_ __ before me, Deborah M.Jennings y l .r a.,rE 711,E O Oer,LEr m E G.•jAvE DOE.N01AQ%PUB. l personally ar''peared Kathleen A.Petchulat. Attorney in fact of Travelers Casualty&Suretv NAMEa:0 Company of America ^ } personally kno:.•n to me - OR - I'' proved to me on the basis of satisfactory evidence �. to be the person(s) whose name(s) is/are 'f subscribed to the within instrument and ac- knowledged to me that helshe/they executed the same in hisr'her/their authorized {' capaciiy(ies), and that by his/her/their signature(s) on the instrument the person(s). 0,1111111,l;r, the entity upon behalf of which the ,p,H M. 6�,f5pn(s) acted, executed the instrument. �. Tel S my nand and o I seal. f' ' ;AOF OlAr- � • . ` ••....•••�J ,+'+•OF Miss `% +C�1'l�NAL )� T hoot` Ina Ca:a be ov:;s no required by lave.t:may prove vat Hanle to persons relying or Vlie document and could prevea: 1t \�' 1rau�filer:rea::acnmer,; of troS for.m. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT LJ Ir4DIViaUAL �' ❑ CO?r?O=,ATE OFFICER laid Bond TITLE OR TYPE 0=DOCUMENT m;-E isi J PART N_R(S) ❑ LIMIT ED � GENERAL 1 page bond :Al A.T—iORhEY-IN-FACT NUMBER Or PAGES l� T RUST.E.EIS! C GUAR-DiANICONSERVATOR G OTH-R: April 22,2003 DATE OF DOCUMENT �( SIGNER IS REPRESENTING: NAME 0-PEFS:,r.(S)Or,E 4'ITYnEE; jIrtsvelem Casually&Surety Company of America SIGNER(S)OTHER THAN NAMED ABOVE y k Ci993 NATIONAL N07ARY ASSOCIATION-8236 Remmec Ave..P.D.Bow 7184•Canoga Park.Gz 91309--,18 L TRAVELERS WALTY AND SURETY CO,%PA-N- OF A}IES TRAVELERS CASUALTY AND SURETY CONIPMNY FARNIINGTON CASUALTY COMPANY Hartford, Connecticut 06183-9063 POWER OF AT'rORN1EY AND CERTIFICATE OF AUTHORITY OF ATTORNEY(S)-IN-FACT KNOW ALL PERSONS BY THESE PRESENTS, THAT TRAVELERS CASUALTY AND SURETY COMPANY OF .AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, . corporations duly.organized under the laws of the State of Connecticut, and ha-.ing their.principal offices in the City of Hartford, County of Hartford, State of Connecticut; (hereinafter the "Companies") bath made, constituted and appointed, and do by these presents make, constitute and appoint: Stephen E. Ricci, Kathleen M. Hoffard,Kathleen A.Petchulat,Thomas C. Ricci,Jr., of St. Louis, Missouri, their true and lawful Attorney(s)-in-Fact, with full power and authority hereby conferred to sign, execute and acknowledge, at any place within the United States, the following instrument(s): by his/her sole signature and act, any and all bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking and any and all consents incident thereto and to bind the Companies, thereby as fully and to the same extent as if the same were signed by the duly authorized officers of the Companies, and all the acts of said Attomey(s)-in-Fact, pursuant to the authority herein given, are hereby ratified and confirmed. This appointment is made under and by authority of the following Standing Resolutions of said Companies, which Resolutions are now in full force and effect: VOTED: That the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President,any Vice President,any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds,recognizances,contracts of indemnity,and other writings obligatory in the nature of a bond,recognizance,or conditional undertaking,and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her. VOTED: That the Chairman, the President, any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or mare officers or employees of this Company,provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary, VOTED: That any bond, recognizance, contract of indemnity, or writing obligatory in the name of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President, any Second Vice President, the Treasurer,any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary,or(b)duly executed(under seal,if required)by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority. This Power of Attorney and Certificate of Authority is signed and sealed by facsimile (mechanical or printed) under and by authority of the following Standing Resolution voted by the Boards of Directors of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY,which Resolution is now in full force and effect: VOTED: That the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Resident Vice Presidents,Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. (11-00 Standard) CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of Missouri - County of SL L,ouls On April 22 , 2003 ' before me. Denise Carroll f DATE w&.E.TITLE Or O«ICER•E G.'JwHE DOE.N01 AAr PuGvC t personally appeared Anthony--K. Hooper #iAuEis:Of s+c+E�Isi personally knoxvn to me - OR - �l proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) islare subscribed Io the %vithin instrument and ac- knowledged to me that helshe/they executed jr-L'•CAA9641'�., the same in his her/their authorized �..'.�;�`•ss,ok ••ply•, capacity(ies), and that by his/her/their *;�az .. •� signature(s) on the instrument the person(s), � '6 4:74ayStA: *' or the entity upon behalf of which the pers acted, executed the instrument. frf+rS T A'I? \t is V hl S my fund an al seal. OPTIONAL 5 )))� Though tale date below Is not required by law,r.may prove valuable to persons relying on the document and could prevem fraudulent rea;,achmen:of this form. ? CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT ❑ 114DIVIDUAL MXCORPORATE OFFICER Bid Bond Chairman & CEO TITLE OR TYPE OF DOCUMENT MLE(s) ❑ PARTNER(S) ❑ LIMITED GENERA` 1 page bona ; L.1 ATTORNEY-IN-FACT NUMBER OF PAGES ❑ TFIUSTEE(S) ED IAN/CONSERVATOR ❑ OTHER April 22 , 2003 DATE OF DOCUMENT SIGNER IS REPRESENTING: "AME OF PEASON(S)OA EKft1rNESl Insituform Technologies , Inc. SIGNER(S)OTHER THAN NAMED ABOVE 01993 NATIONAL NOTARY ASSOCIATION•6236 Remmet Avt..P.O.80x 718a•Canoga Park.CA 21309.718i -:a,-w-- :.ar:c..,vr..��-s�wi,Y'k'����k�.��:6•..r� �ie:::+:' ��'Y'§. Gr v,Jt"."vY_. F�:;.si:d�`y- - � -";a-1 ----. Y- _.»-r.--- .._----- Insitufvrm Technologies, Inc. BID FOR. CITY OF HUNTINGTON BEACH- MISCELLANEOUS SEWER LINING PROJECT PHASE II• ; CASH CONTRACT NO. 1202 ` r Bidder: INSITUFORM TECHNOLOGIES,INC. . 702 SPIRIT 40 PARK DRIVE � t CHESTERFIELD,MO 63005 California Contractor's License No.: 758411 Class A-ex ires 1131105 Deliver Bid To: CITY CLERK CITY OF HUNT114GTON BEACH SECOND FLOOR,20W MAIN STREET HUNTINGTON BEACH,CA 92648 Bid For: ' MISCELLANEOUS SEWER LINING PROJECT PHASE 11 CASH CONTRACT NO.1202 Bid Opening Date: 4t2?J2003 Time: 2.00 PM 't'7 SECTION C PROPOSAL for the MISCELLANEOUS SEWER LINING PROJECT PHASE II Within 15 sub areas of the City of Huntington Beach CASH CONTRACT No. 1202 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 85 worldng days, including material delivery, 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. l;lsituform Techm;oaies, lac. IQ2 4n Pak 31 C-1 Chesterfield, MO 63G-05 If awarded the Contract a e th undersigned ees that in the event o 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 hi a ci e r eras the amount of$10% of b i dwhich 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", as the case may be). Bidder shall signify receipt of all Addenda here, if any: Addenda No.. Date Reeei ed Bidder's Si nature d r1-s� !i1Si 702i�Jlf l7 C-2 a OROJECT BED SCHEDULE tem sttmate. ! ..temmjth,uRRt P*e::..: . .: xren :No:. ..:. uanti ::: writ#en iviwards : :..Unit Price: Amou> t: ::: 1 1 Mobilization of equipment&materials. lump sum ® THREE THOUSAND Dollars $3,000.00 S3.000.00 �0 Cents Per lump sum ^ 2 1 Traffic Control per Specs. lump sum @ FOUR THOUSAND TWO HUNDRED FIFTY Dollars $4,250.00 $4,250.00 NQ Cents Per lump sum 3 1 Demobilization of equipment&materials. lump stun @a _ THREE THOUSAND Dollars 53,000.00 S3 000. 0 NO Cents Per lump sum 4 18724 Line 8"host pipe per Specs. l,f. (cry Dollars S .2 = Ssa a7a. Nv Cents Per It 5 310 Line 10"host pipe per Specs. p G l.f. Q �T�F. ti N/�y� _Dollars ^3 0? S p /0 N Cents Per Lf 6 577 Line 12"host pipe per Specs. I.f. (a _ ?l�' o Dollars S 3.2.cx2 S/k q(W No Cents Per Lf. 7 458 Re-open service lateral per Specs. ea, cr sad —Tim Dollars S 7S va $3Y 35� No Cents Per ea. 8 40 Grind protruding lateral per City requirements. ea. @Two hl"J" d Dollars $ al . !a-- 5-30.25' ND Cents Per ea- 9 162 Point repair host pipe per Detail(Up to 5.54L deep) 11 Q Tryv u�dY�i/ 1�%hi _ _Douars $oZ30. S 37e?60. — N a Cents Per LE 10 306 Point repair host pipe per Detail(5.5 up to 10.54L deep) cx� l.f. (car ftswwlrol4L� _�u Dollars $ e7 S �✓U Cents Per It I1751t�:{•�r� �?CIirC!G`I^S. !^;., 702 a;,iri+ L-3 Pars; 1-);. C-Is OROJECT BID SCHEDULE ............ jtem::::E-sfl mate d: - .- :::::": :",:,::::,::;::i: . Extended:: . .......... ... ...:: 11 , , - - ... .. .................... . ..... . ............. . ....... hfltmprk Nd. L e: 11 72 Point repair host pipe per Detail(10.5 up to 15-ft.deep) 11, @ &at- lwdecd--n,AiLf Dollars $ N D Cents 5bo Per If. 12 5 Remove&Replace Clean-Out per specs. ca. ars &Mk" I -.R, /No Cents Per ea. 13 @ Dollars S Cents Per 14 @ Dollars $ Cents Per 15 @ Dollars S $ Cents IPer Total Amount Bid in Figures: $ z i tLq Total Amount Bid in Words: 5&,AW A&AIW ........ ................... V .. ........... .....................................................................................................1-........... .............t W,0114I gAd AA> 'Le ')-pirit 40 Fal* C-29 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 and the portion of the work to be done by such subcontractor. Portion Name.and Address:of Subcontractor : ` State License. Cdass.- o..6f Work . . Number.- -L+vrN FED SRN ..... lua Ar►•sl�! `7j Pr�fess���RP�' s��vr�� �(013 �l5- L a-- x331( ackr, IZl,ssiur �' 'd G9- y�(o Poj M Irs fey y A r 703 Cp ' By submission of this proposal, the Bidder certifies: 1. That they are 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. 1,1sit-- f;rr1 r-2ch;'i'_)lo�„es. Ins. Chestzl,field. Diu 631-i' 5 NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH DID Missouri State of�jjkfftilk ss. County of 01Z St .Touis Anthony w. Hooper , being first duly sworn, deposes and say nc . that he or she is Chairman and CEO _ of Insituform Technologies._ i a 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. Insituform Technologies , Inc . Name of Bidder Signature of Bidd Anthony W. H per , Chairman & CEO 702 Spirit 0 Park Drive Chesterfield , Mo 63005 Address of Bidder Subscribed and sworn to before me this 22 day of April , 2003 er5��o�' . NOTARY SEAL �+ NOTARY PUBLIC P :�9 •. �$ :a',= frym lect! It, I;j 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 MISCELLANEOUS SEWER LINING PROJECT, PHASE II; CC- 1202, (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. Insituform Technologies , Tnc _ Contractor By Anthony Hooper Chairman & CEO Title Date: April 22 , 2003 Ir.0[;Icr:rn Techr'^, Cl�esterfreid, f.l� ��!��;i DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 14310.5, 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 MNO If the answer is yes, explain the circumstances in the space provided. NONE Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. Irs'iUiori7► T2C11^o;r g�. 07 r7=rit J0 Fa;- ► ,r C-b De-sIEffleld. 100 6300-'-5 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. Insituform Technologies , Inc . Contractor BY Anthony W 400per Chairman and CEO Title Date: April 22 , 2003 hsitu-urm Techm!ng;es. 'n . G7 Ciles;eriald. =''ridi)3Tj5 L,TNDERGR®UND SERVICE ALERT IDENTIFICATION NUMBER (To be completed only by the awarded Contractor prior to excavation) No excavation will be permitted until this form is completed and returned to the AGENCY. Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a Permit to Excavate will be valid. To obtain a Dig Alert Identification Number, call Underground Service Alert at 1-800422-4133 a minimum of two working days before scheduled excavation. Dig Alert Identification Number: Contractor By Title Date: Note: This form is required for every Dig Alert Identification Number issued by U_S.A. during the course of the Work. Additional forms may be ohtarined from the AGENCY upon request. T'''_ _ C-4 BIDDER'S LNF®RMATION BIDDER certifies that the following information is true and correct: Insituform Technologies , Inc . Bidder Name 702_ Spirit 40 Park Drive Business Address Chesterfield , MO 63005 City, State Zip 80a 325-1 Telephone Number 758411 Class A State Contractor's License No. and Class 1/26/99 Original Date Issued 1/31/05 Expiration Date . ^ The work site was inspected by JET of our office on AP/L 2003. The following are persons, firms, and corporations having a principal interest in this proposal: Insituform Technologies , Inc. C-9 7 7 l 4 u Pc U.esteifieid, [..,10 63003- The undersigned is re ared to satin the Council of the City of HuRn on Beach of its ability, � p P satisfy C tY � ihty, financially or otherwise, to perform the contract for the proposed work and improvements in accordance with the plans and specifications set forth. Insituform Technologies ,. Company Name Signature of Bid r Anthony W. Hooper, Chairman & CEO Printed or Typed Signature Subscribed and sworn to before me this 2 2 day of April , 2003. NOTARY PUBLIC -*' •.o N' D e i s e Carroll Listed below are the names, address and telephone numbers for three public agm + bi ,��h the bidder has performed similar work within the past two years: Sanitary;' Dist . No. 2 Corte Madera 300 Tamalpais Dr . , Corte Madera, C. Name and Address of Public Agency Name and Telephone No. of Project Manager: David Bracken (415) 927-88Q1 $198 , 750 CIPP Installation June 2001 Contract Amount Type of Work Date Completed 2. City of Huntington Beach , 2000 Main Street , Huntington Beach CA Name and Address of Public Agency Name and Telephone No. of Project Manager: Dave yernone 714-375-8471 $1 , 800,000 CIPP Installation Sep 01 Contract Amount Type of Work Date Completed 3. City of Phoenix , 200 WEst Washington St . Phoenix , AZ 85003 Name and Address of Public Agency Name and Telephone No. of Project Manager: Blaine Robinson 602-262-4709 5 ,000 ,000 CIPP Installation Mar-02 Contract Amount Type of Work Date Completed SEE ATTACHED LIST FOR ADDITIONAL EXPERIENCE rr TeCi'' ' 'r G 110 tumor Technologies, Inc. LEGAL NAME OF CORPORATION: Insituform Technologies, Inc. INCORPORATED UNDER THE LAWS OF: State of Delaware CHAIRMAN OF THE BOARD AND CHIEF EXECUTIVE OFFICER: Anthony Hooper 702 Spirit 40 Park Drive Chesterfield, MO 63005 PRESIDENT: Thomas S. Rooney, Jr. 702 Spirit 40 Park Drive Chesterfield, MO 63005 .VICE PRESIDENT & CFO (NO TREASURER & ASSISTANT SECRETARY: Joseph White 702 Spirit 40 Park Drive Chesterfield, MO 63005 VICE PRESIDENT, GENERAL COUNSEL, & SECRETARY: Thomas A.A. Cook 702 Spirit 40 Park Drive Chesterfield, MO 63005 INSITUFORM TECHNOLOGIES, INC. SECRETARY CERTIFICATE I HEREBY CERTIFY that I am the duly elected and qualified Secretary of Insituform Technologies, Inc., a Delaware corporation (the "Corporation"). I FURTHER CERTIFY that the Board of Directors of the Corporation has duly appointed the following persons as officers of the Corporation to serve in the capacity indicated: Anthony W. Hooper, Chairman of the Board and Chief Executive Officer Thomas S. Rooney, Jr., President Carroll W. Slusher, Vice President—North America I FURTHER CERTIFY that the following are true and correct excerpts from the By-laws of the Corporation: ARTICLE IV- OFFICERS 1. NUMBER. The officers of the Corporation shall be a Chairman of the Board, a Chief Executive Officer, a President,one or more Vice Presidents and a Secretary, each of whom shall be elected by the Board. The Board may also elect a Vice Chairman of the Board. The Chief Executive Officer may also. hold the position of Chairman of the Board and/or President. Vice Presidents may be given distinctive designations such as Executive Vice President, Group Vice President, Senior Vice President or any similar designation. The Board may elect or appoint such other officers (including a Treasurer), assistant officers and agents as it may deem necessary who shall hold their offices for such terms and shall exercise such powers and perform such duties as may be determined from time to time by the Board. In connection with the election of any officer of the Corporation, the Board may determine that such officer, in addition to the title of the office to which such officer is elected, shall have a further title as the Board may designate, such as Chief Operating Officer, Chief Financial Officer or General Counsel, and the Board may prescribe powers to be exercised and duties to be performed by any such officer to whom any such additional title of office is given in addition to those powers and duties provided for by these By-laws for such office. In addition, the Chief Executive Officer and/or the President may from time to time appoint such officers of operating divisions, and such contracting and attesting officers, of the Corporation as the Chief Executive Officer and/or President may deem proper, who shall have such authority, subject to the control of the Board, as the Chief Executive Officer and/or President may from time to time prescribe. U\Appts&Certs\Rcv Secy Celt(T Roonty)040303.doe Page I 4C. CHIEF EXECUTIVE OFFICER, The Chief Executive Officer shall be responsible for the general and active management of the business and affairs of the Corporation, subject only to the control of the Board. The Chief Executive Officer shall see that all orders and resolutions of the Board of Directors are carried into effect and shall be responsible to the Board of Directors for the Corporation's strategic development and operational results and for the conduct of the Corporation's business and affairs in accordance with policies approved by the Board of Directors. The Chief Executive Officer shall have full authority in respect to the signing and execution of deeds, bonds, mortgages, contracts and other instruments of the Corporation; and, in general, to exercise all the powers and authority usually appertaining to the chief executive officer of a Corporation. In the absence, death or inability or refusal to act of the Chairman of the Board and the Vice Chairman of the Board, the Chief Executive Officer(i) shall preside at all meetings of stockholders, (ii) if a member of the Board, shall preside at all meetings of the Board and (iii) shall otherwise exercise all of the powers and discharge all of the duties of the Chairman of the Board. The Chief Executive Officer shall perform such other duties as the Board may prescribe. S. PRESIDENT. The President shall be an executive officer of the Corporation. The President shall have equal authority with the Chief Executive Officer to sign and execute deeds, bonds, mortgages, contracts and other instruments of the Corporation. The President shall have all powers and shall perform all duties incident to the office of President, and shall have the general authority to cause the employment or appointment of such employees and agents of the Corporation as the proper conduct of operations may require, and to fix their compensation, subject to the provisions of these By-laws;to remove or suspend any employee or agent who shall have been employed or appointed under the President's authority or under authority of an officer subordinate to the President. The President shall perform such other duties as from time to time may be assigned to him by the Chief Executive Officer. In the absence, death or inability or refusal to act of the Chairman of the Board,the Vice Chairman and the Chief Executive Officer, the President(i) shall preside at meetings of stockholders, (ii) if a member of the Board, shall preside at meetings of the Board, (iii) shall otherwise exercise all the powers and discharge all of the duties of the Chairman of the Board (if a member of the Board) and of the Chief Executive Officer; and(iv) shall perform such other duties as the Board or the Chief Executive Officer shall prescribe. 6. VICE PRESIDENT. In the absence, death or inability or refusal to act of the President, one of the Vice Presidents designated by the Board or the Chief Executive Officer shall perform the duties of the President, and when so acting, shall have all the powers LAAppts&Certsaev Secy Cert(T Rooney)040303.doe page 2 • • of and be subject to all the restrictions upon the President. The Vice Presidents shall perform such other duties as from time to time may be assigned to them by the Board, the Chief Executive Officer or the President. If the Board gives any Vice President a distinctive designation, such as Executive Vice President, or an additional titled, the Board may also establish the reporting responsibility of such Vice President directly to the Chief Executive Officer. ARTICLE V - CONTRACTS, LOANS, CHECKS AND DEPOSITS 1. CONTRACTS. The Board may authorize any officer or officers, agent or agents, to enter into any contract or execute and deliver any instrument in the name of and on behalf of the Corporation,and such authority may be general or confined to specific instances. The Chief Executive Officer and/or the President may authorize any contracting officer appointed by the Chief Executive Officer and/or the President pursuant to Section 1 of Article IV to enter into any contract in the ordinary course of business of the Corporation, or execute and deliver any instrument in connection therewith, in the name and on behalf of the Corporation. IN WITNESS WHEREOF, I have hereunto affixed my name as Secretary, this 3rd day of April, 2003. Insituform Technologies, Inc. By: Thomas A. A. Cook Vice President, General Counsel & Secretary LAAppls&Ccrts\Rev 5ecy Cert(T Rooney)040303.doc "Page Tr " l•�:.,, "rill. .. lii•J ,.,. InsitII{1 rmo Technologies, Inc. STATEMENT OF EXPERIENCE (PARTIAL LIST) Contract Data Contact Phone Pipe Lineal Feet of liner Projecf Amount Completed Owner Name Owner Address Pierson Number Diameters CiPP Installed Afanufaelurer Small Diameter Rehabdita:xxi Project S6,000.000 DO Mai-02 City of Phoenix.A7. 200 West W ashineton St.Phoenix,A/ 050D3 Rlaine Robinson 602 262 4 AM R'&12, 171.000 Insil&omn TrrhnMogirs.Inn. Small Diameter 2001 project Sl.".000 00 Sep-01 City of Huntington Beach Dave Vomone. 114 315.9471 5-15 51,000 Insaulwrn Torrindctpirs,Inc I&I Sewer Man Repair 2000 $198,750 00 Jun-01 Sanitary Dist No.2 of Cone Madera.CA 100 Twmirtais Drive.Carle Madera.CA 94925 David Bracknn 415-927-8W I 6'-10' 6.574 Imsrtulorm Trrnnolcoes.Inc 1998 Annual CIPP Coritract May-01 City of Seattle.WA 710 Second Avenue.Seattle,WA 98104 Kathy Rene 206-615-1709 8'-36' 24,6&1 Ins:tu:rxm Trrhnelogies.Ir.t Boeing Field Earth Quake Repairs S494 621.00 May-01 King Camty Int'I Airport,Boring Field,WA 7233 Penmeler Rd 5,Seattle,WA 98108 Rink Renaud 206-296-7427 6'-12' 5,049 Insdedorm 1 ecnn0luyies.Int EC Repair Base Sands Sewers,Phase 2&3 S2.318,910 93 May-01 McChord Air Fome Bass,WA P O Box 4178.McChord AFB,WA 9PA18.0178 Set Henjamn 253-982-2532 6'-1111 4D.946 InsdulLum Tt.§.hnotx,.pes.Inc Sewer Rehabilitation for Downtown S730.0D0 DO Mar-01 City of Casa Grande,A2 510E Florence.BNd.Casa Granrir:,AZ &rQ22 Rotted Jackson 520-421-6600 a' 5.750 Insrtulorm Techndogie..4.Inc. CIPP 200D Project S1.000.0D000 Dec-00 City of Lagma Beach Fred Shahxh 949-461-Xil1 8' 75.OD0 Insi:utorm Tochndode-9.1111116 Peach Ave/Lettemran Park Sewer Improve DK-00 City at C10s.CA 1033 Filth Strfx9,Clovis,CA 93612 Tim Darker 559 297-23f.6 12' 1.401 Insntulonm Trchndngirs.I .. 2000 W PA Sower Rehabaitsron S244.156 69 Nov-00 City of Issaquah.WA P.O Box 1307,Issaquah,WA 98027 Tony Nguyen 421,1137.3437 8' 6.116 Ins.uforrn Tr cnndngirs.Inn.. Year 2000 Sower Pipe Rehabutmon 51,01313.726 64 kAufl--M United Sewerage Agency.OR 155 N First SI,Suite 270,H:ILstxlro,OR 97124 Slave Lampod S0,9-846-.1 :10 6'-17 12.477 Insizatonn Tecnndrxiies.Inn.. G Wdo Sower Man RehabRitation Project S1.20D.000 0D G at Arcata.CA 736 F Strain,Arcaa,CA 95521 Dory Class 707 825-2171 fr-21- 23.406 Inscuform Tectndngies.Inc. Lermron Valley-Horizon Hi45 Sewer Rehab Washoe County,NV 7930 Energy Way,Reno.NV 09502 Juan Espana 775 9.1.4Ari00 5'&B' 3.767 Inscutonm Trchno1 dies.Inc. Grant Street Sane Sewer Lxxng City at Calstoga.CA 1232 Wasningtoer Street,Ca5sioga,CA 94515 Jon Draper 707-942 2600 a' 771 Irueufonn Technologies.Inc. Sanity Pipe Lung-2000 S146.970 0D City o1 Moscow,10 P O.Box 9203,Moscow,ID 83843 I1ran Weyen 208-B&'1 70.10 8'&10' 3,r#.r Inscutorm Technoopims.Inc. Srnao Diameter RenaIbAAwaon Project Cxty at Glendale.AZ 6M K 5&h bnvf..Gwrrxilkr,A2 Br;,Vl% Gkm Corr m 623-930-3&%3 B' 7.OW %n5vuf Wm Tel hnologies.Tone. 2(=Sewer RehaOrhlation PF0180 S313,779 69 Jun-00 City of Lowistni,10 P.O Box 617, Lewiston.ID &T901 Merrill Donlon 208-746-1316 w 9,192 Imitutorm Tedinalogias.Inc. Howard vollum Park Sanitary Sewer Rehab $157.656 66 A4x-00 Trktmrtix.Beaverton,OR P.O Sax 500,Beaverton.OR 97077 Mel Henecliot 503-627-2488 B'-18, 4.070 Insiluform Technologies.Inc. Cured In Place Pipe Rehab 2000 M2r.00 City of Swrarneirlo,CA 1395-351h Avenuo,Sacrarnmin,CA 458212 Hrett Grant 916-264-1413 6' 1"' 6.191 Irsilulorm Tec:lnalogies.Inc. EC Repair Base Sanitary Sewers.Phase 1 S972,567 79 Mar-OD McChord Air Farce Base.WA P.O.Box 4178,McChdrd AFB.WA 904-'0-0175 Set Benlamin 253-9a2-2532 6'-Ili 18.017 ksiktlum T echrK*V(,s.Inc. P"GoLinty Small Drame:ei Additional Work Mai-00 Pena County,A7 201 N.Stone.Ave,Tucsnn,A!85701 Judy Lmcrtri 520-140-2Ffil 8' 2.000 Insil0lntm Tc,&xK:lml}nc,Irr. Newton Crack Basal Sewer L'irxrV Project Fetr00 Roseburg Urbari San"Authonty,OR P.O.Box 1185,Roseburg,OR 97470 Ronald Ttlarres "1-fi72-1551 B'&IS' 1.548 InsRulcxm Tochr,Nix>t'rs,1 SoLM Natnma5 Sewershed Rehab Project .Jan-00 County San.Dist.1 of Sacrarrmto Crxmly,CA a27 Seventh St.Sacramento,CA 95814 ChrLstco Da ison 916-875-7123 a'-15, 3,411 Insitulr+rm Tw.nnologes. Wastewater Collection System Irrprovemerr6 Dre-99 City d DMw Bay,OR 570 SE Shell,Drpoct Bay,OR 9 134 1 Terry Owings 541.765-2361 8' 3,9138 InSLIdoim Teuhnologics.Inc Al Sewer Man Repair,Projed No 99-201 Deo-99 Sarftq Dig: No 2 or Code Madera,CA 3W Tarna4mLs Drive,Code Madera.CA 94925 David 9racken 415 927.8801 6--1Y 5.796 Insitu:or m Techn 1opins,Inc. 1999 Sewer Lkw Rehab.Prood 8 251-5 Aug-99 Gly d IncLme Village,NV &93 Sarthwrxld Blvd,Incline Visage.NV 89451 Bill Quesnd 7024LV-1767 6--1 B' 3.625 Insilaiform Terhndrxprs,Inc. Sewer th4rovemrnt Project Aug-99 City d Kahspel,MT P 0 Box 1997.Kahspel,MT 59903-1997 Fred Zavodny 40[75&7700 10'&15' 2,210 Insitufnnm Trutndagies.Inc Sierra Vista Smal Diarne:er Rehabilitation Jul-99 Gry of Sierra Vista,AZ 1724 North Ave.Sierra Visa AZ 8563.5 Marty Haverty 520-45B-5775 8' 12,500 Insimilnnm TatMolagies.Inc Latuig 8'Sanitary Sewer Force Main Jtar99 Gly of Wftcae.CA 621 Magnolia Ave.Mdbrae.CA 94030 Dart Car•.pa{pa 650-259-2374 a' 1.8�', IRS6floni Tachnrdi.4es.Inc Emergency Repair of Sewer Near Coy Has Jurr99 Gry of Mountlake Terrace,WA 2.3204.5a:h Ave W.Mountlake Terrace.WA 98N Greg Rrrd 42:r776-1161 6'&8' 1219 lnaiw1or m TerJndr>Spes,Inc 1997 Sanitary Sewer Maine Rehabilitation AL 98 Gry of Renton.WA 200 Mill Ave. Saer,h,Raman,WA 98055 Mike Bengt 425 277-&9% B' 5.545 Irnsitularm Trx1mokxjirs,Inc. Downtown Sewer Rehabilitation 1un-98 City d Hares,OR 101 East Bamrs,Hines,OR 977313 Bob San[$ 541-S 13.2251 8'-t 7' 1.993 Irsitutorm Technologies,Inc. 1998 WPA Sewer Renab aa'rdt Jun-98 City of Issaquah,WA P O Box 1307.Issaquah,WA 96M7 Tony Nguyen 425-&37.,3437 e' 2.464 lnsilufurm Tettino[Wes,Inc Phase I Wastewater System lml roverienS-t996 Jun-98 City of Nyssa.OR 14 S 3rd StroK Nyssa,OR M13 Scott N nekei 541-372 2264 8191f), i 1.936, T. limluhxm Todirxnkiyrs,Inc 415,045 The following information mast be returned with the bid Bidder's name: Insituform Technologies , Inc. Bidder's address: 702 Spirit 40 Park Drive, Chesterfield MO 63005 Phone number: ( 800 325-1159 Fax number: (636) 519-8010 Pipeline rehabilitation process (trade name) bid: Insituform (Choose only one per Section B- "instructions to Bidders"#12) Attach a letter to this sheet from the manufacturer stating that: 1. The installer (bidder) listed above is factory licensed and trained. (see attached Letter ) 2. SDR thickness supplied (minimum thickness SDR 35) (see attached Letter) 3. Have the ability and will supply the necessary amount of material within the construction time frame. (See attached Letter) List of three certified laboratories that can perform the required ASTM testing. Laboratory number 1: Name: Ramtech Laboratories Address: 14104 Orange Ave , Paramount , CA 90723 Telephone number: � 56� 633-4824 Contact person: Ron Masey Laboratory number 2: Name: FTI Anament Address: 3400 Investement Blvd, Hayward , CA 94545 Telephone number: ( 80� 377-7768 Contact person: Ed Foremen Laboratory number 3: Name: Hauser Laboratories Address: 4750 .Nautilus Court South, Boulder , CA 80301 Telephone number: ( 729- 406-4805 Contact person: Steve Ferry LInsituform Wdrraw'de Piperine 7C2 Sp ri'.40 PaTK~rive Tel: (636)530-8000 r �M717010'o 'S, h7c Redarairi;aliu Cr.eslerlield Y3' 63005 Fax:(6361 51 9-801 0 www.i nsi'u'a;m.co.: CERTIFICATE To Whom It May Concern: This is to certify that Insituform Technologies, Inc. is authorized to install Insituform and NuPipe products, supplied by Insituform Technologies, Inc. If you have any questions, please feel free to contact us directly. Sincerely, INSITUFORM TECHNOLOGIES, INC. I.cJG�.� eph A. White Vice President and Chief Financial Officer JAW:lj STATE OF MISSOURI COUNTY OF ST. LOUIS Subscribed and sworn to before me this 7th day of February in the year 2003. `\�����vRA JO/Vc /y � CPa otary PubIV q .*4 Z: NOTARY SEAL .Q� %9�icyC'WIILW' � ST T •l ° IIiY II]Slit=jOIT PCrI'IOiOb.. a• n 141�J CITY OF HUNTINGTON BEACH MISCELLANEOUS SEWER LINING PROJECT PHASE II CASH CONTRACT NO. 1202 To Whom It May Concern: Insituform Technologies, Inc. will supply pipe thickness based on Design Specification and ASTM- F1216, taking into consideration the actual physical site conditions and the physical properties of the proposed lining system, and will supply the necessary amount of material within the construction time frame. Signature Anthon W. Hooper chairman & EO Title April 22 , 2003 Date Eil�lt _'T T- I- F In City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER ONE For Miscelaneous Sewer Llnina Pr�„ o�ect hase 1! -QC- 1202 April 3, 2003 Notice To All Bidders: This addendum is hereby made a part of the contract documents to the same extent as though it were originally included therein. Please note the following revision to the Project Plans, Specifications, and Technical Provisions: ..The attached sheet 12 of 12 revised and issued this date hereby replaces sheet 12 of 12 of Appendix A— Project Location Maps) and Point Repair Detail. This modification does not change the Engineer's Estimate, Bid Schedule or the Bid Opening date/time for this project. This is to acknowledge receipt and review of Addendum Number one, dated April 3, 2003. ��/7C/r�l�/i� /EC�✓�dl-dS�bs Company Name ATy y Z, Date All bidders must acknowledge the receipt of this Addendum with your bid proposal. Should you have any questions regarding this Addendum, please call Steve Krieger at(714) 536- 5255. Line size Lineal Feet -La]Ws I Avg. Depth Lina SizeT Laterals Avg. Depth L1 8" 336 7 51• L34 $" 4 8' L2 B. 263 9 6' L336 8" 7' L3 8' 260 6' L36 8" 11 5' L4' 1 0 12 L37 8" 6 3' LS` 10° 313 2 L38 8' 10 3' L6" 8' 310 1 6' L39 8" 313 0 4' 0' US 5 w L4V 3" 318 5' L8• 300 5 L41+ 8" 261 5 6' L9' 8" 321 6 F 209 3 4' Lt 8' 307 6 1 L43 B. 131 5 6' L11* 8" 307 6 1 L44 8" 260 8 7' L12` 8" 222 4 13' L45 8" 257 7 $' L130' 8" 259 6' L46' 234 6 1 L14• 265 2 1 L47 86 222 10 7' L15' 8' 255 9 L48 8. 242 6' L $' 8' 105 5 322 10 10' L 17" 8" 255 5' 1-50 8' S 7 7' 306 10 5' L51 12' 5 5' L $ 303 M1429 L 2' 8" 296 8 6' L2 " 8 293 L33' 8' 327 10 8' 1 6" 2934' L84 6' 365 6' L22' 8" 51 5' LSS' 8' S0 7 6' 123 34 8` 8" 353 14 6' L24 8' 350 5' L57 8" 31 1 8' L25 $" 120 4' L58 8" 313 10 8' L26 8" 6 4 LS9" 8" 249 8 6' L2 ' 212 4 460 8" 261 6' LZ8' 267 L 1 8" 2 6 6' 332 5' L62 8" 8 6 8 Lw 261 7 5' L63' 8" 3 4 5 $' 1 8" 262 6 10' L64 $" 111 2 7' L32 8" 316 10 10' L66" $" 164 3 $' L33 8' 30 6 S` L6 8" 280 5 1-67' 8" 160 3 5' Line Size 'Line-el-Fe-et Laterals Avg. Depth L100 t 61 1 6' L 101' 216 3 5' L 8" 351 11 7' L103 8• 134 0 3' L#04 8" 315 4 71 L105 $" 47 5 10' Note: '. DENOTES POINT REPAIR IN ADDITION TO LINING. �lkn LINE SEGMENT TABLE • , ,� MISCELLANEOUS SEWER LINING "- PHASE II CITY OF HUNTINGTON BEACH 12 OF 12- DEPARTMENT OF PUBLIC WORKS REV. 4/3/03 V=!/L1%U3 IMN U1:0V I-AX 6365308713 11SITIFONM TECH --- -- . Z 002 8EA-TLE 'a III SHMNON&WILSON, INC. �A z )_ 4EOTECNNICAL AND ENVIRONMeNTAL CONSULTANTS ANM- ASE OflnvER SA.NT LOutS April 19, 2003 Mr. Eugene Zaltsman Insituform Technologier, Inc. 702 Spirit 40 Park Drive Chesterfield. Missouri 6300S INSITUFORM CIPP DESIGN MISCELLANEOUS SEWER LINING PROJECT PHASE II CM OF HUNTINGTON BKACH,CALIFORNDi Dear Mr. Zaltsman: As requested, we have reviewed your calculations for the design of the Insitufarm cured-in-place pipe (CIPP) for the sewer rehabilitation project in Huntington Beach, California. Out review is based on the following documents provided to us by your firm: • Pages E-25 through E-3I of the project specifications, addressing design requirements for the CIPP. . ASTM F1216, Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of Resin Impregnated Tube. • Insituform Engineering Design Guide, Insituform Technologies, Inc. - Insituform pipe design input values and calculated thickness prepared by Insituform for the subject project. Design parameters used in the analyses are presented in Table 1. We have reviewed your calculations, and in our opinion the minimum design thicknesses as presented in Table 2 meet the requirements set forth in ASTM F 1216 and .the project specifications for the assumed conditions. The CIPP thicknesses were calculated using the Modified AWWA Formula, which includes as variables the maximum groundwater and soil depths measured above the crown of the pipe to be rehabilitated. We recommend that design asw>rmptions be checked in the field during construction and that we be notified if any discrepancies are observed so that we can review the design accordingly. 2043 WESTPORT CENTER DF41VE 41-1-3S35S-051 SAINT LOUIS,MISSOURI 8314WS84 314.382-0050 FAX 314-392-pp51 u:3 MON 07:10 FAX 6365308713 - lh51TL-FDR11 TEC!! 003 Asir, Eugene Zaltsman SHMNON&WILSM INC. April 18, 2003 Page 2 Tube 1: CIPP Desigo Parameter Values Desi n.Parameter Value Conduit Condition FWl Deteriorated Flexural Modulus short-term 400 000 Rsi Flexural Modulus on -term 200,000 psi Flexwal StmWh 4,000 psi Safety Factor 2 Ovali 2 rent Soil Modulus 1.000 psi Soil Dcn*y 120 pef Live Load H-20 16 000 lbs. Table 2: Results of CIPP Cakulations Pipe Depth of Cover Depth of Water I Minimum Design Diameter to crown of pipe) to crown of pipe) Thickness 15 inch 15 feet 7 feet 0.29 inch 7.1 am 12 inch is feet 7 feet 0.22 inch 5.7 mm 10 inch 1 15 feet 7 feet 0.19 inch 4.8 mm 8 inch 20 feet 15 feet 0.1It inch 4.7 mm 41-1-35355-051 04;21/03 MOO 07.11 FAX 6365308713 [NSITI:FORK TI:CII 004 Mr. Eugene Z$ltsman S MW)N&W1L50hL 1NQ April 18, 2003 Page 3 We appreciate the opportunity to be of service to you on this project. Please call with any questions. Very truly yours, SHANNON&WILSON, INC. David Plehn Givotechnical Engineer Q(,OYCSSIU/�A v rri w o m C - f2- TEC H N1CP� ��tl' 4 f OF Christopher B. Groves, RE. Vice President Attachments: CIPP Thickness Calculations performed by I"tuform Technologies, Inc. (4 Pages) DNW:CBGrIr 4 1-1-3 5355-05 1 04%21/03 �10N' 07,. 12 FAX 6365308713 INSITI:FOR►I TECH Q005 cacacaca�caca INSITUFORMs CIPP DESIGN cacacacacacyca (as per ASTM F1216) Client: City of Huntington Beach 04/16103 Project: Miscellaneous Sewer Lining Project Phase 11,Cash Contract No 1202 Location. Huntington, Beach,CA Conduit 1 Condition: Gravity Sewer. Fully Deteriorated 400,000 pal Flexural Modulus 50 % Flexural Modulus Retention to Account for Long-term Effects 4,000 psi Flexural Strength 2.0 Safety Factor for External Loads 15.00 inches Mean Diameter 14.70 rrrclres 1R krimum Diameter 2.0 % Ovelity 8.25 feet Maximum External Water Head to invert 15.00 feet Soil Depth at Top of Conduit 120 lb./cu.ft. soil Density 1,Q00 psi Soil Modulus 14.2 psi Total Earth Loading 16,000 Ibe Live load per AASHTO (includes 0.5e psi HWY surcharga) 0 pef 2025psf RR Live Load(80,000lbs per axle or 320,0001be per truck) (includes 0.00 pal RR surcharge) Thickness Limitations ( inches) 0.1043 Maximum compressive hoop stress 0.2080 External pressure buckling 0.2112 : Minimum atiffness limitation, deteriorated conduit 0.2783 External pressure, deteriorated conduit(AWWA) Minimum Design Thickness = 0.2.8 inches 7.1 mrrr DR= 333.9 Mode of Failure : External pressure, deteriorated conduit(AWWA) Long-term Deflection= 1.32% (Spangler) Based on Trench Width of 3.5 feet 1.1 motor The input data for this project should be verified in the field prior to construction_ Should other conditions exist now or are expected to change over the design life of this Insituform CIPP then appropriate adjustments must be made to the design calculations. Designed by Checked by 04/21/03 MON 07: 1.3 FAX 6365308713 I\SITLTORtt TECH 2006 =xscxxas>« INSITUFORM'C1PP DESIGN �kxxi«s (as per ASTM F1216) Client: City of Huntington-Beach 04118/03 Project: Miscellaneous Sewer Lining Project Phase 11,Cash Contract No 1202 Location: Huntignton,Beach, CA Conduit 1 Condition. Gravity Sewer, Fully Deteriorated 400,OW psi Flexural Modulus 50 % Flexural Modulus Retention to Account for Long-term Effects 4,000 psi Flexural Strength 2.0 Safety Factor for External Loads 12.00 Inches Mean Diameter 11.76 inches Minimum Diameter 2.0 % Ovality 8.00 feet Maximum External Water Head to Invert 15.00 feet Soil Depth at Top of Conduit 120 1b_/cu.ft. Soil Density 1,000 psi Soil Modulus 14.3 psi Total Earth Loading 16,000 Ibe Live load per AASHTO (includes 0.70 psi HWY surcharge) 0 psf 2025pef RR Live Load (80,0001be per axle or 320,0001be per truck) (includes 0.00 psi RR surcharge) Thickness Limitations ( inches) 0.1000 Maximum compressive hoop stress 0.1647 External pressure buckling 0.1609 Minimum stiffness limitation,deteriorated conduit 0.2241 External pressure, deteriorated conduit(AWWA) 0.22 Inch" Al.r Hare DR= 53.6 Mods of Failure : External pressure, deteriorated conduit(AMA) Long-term Deflection= 1.14% (Spangler) Based on Trench Width of 2.5 feet 0.8 meter The input data for this project should be verified In the field prior to construction. Should other conditions exist now or are expected to change over the design life of this Insituform CIPP then appropriate adjustments must be made to the design calculations. r� Designed by Checked by 04/21./03 51ON 07: 1 S FAX 6365308713 INSiTUFOR.y TECH Z007 ra caacxyca<s INSI'fuFORMO CIPP MSIGN ca<acaocxs<a (as per ASTM F1218) Client: City of Huntington Beach 0411OM3 Project: Miscellaneous Sewer Lining Project Phase 11, Cash Contract No 1202 Location: Huntinnton, Beach,CA Conduit 1 Condition: Gravity Sewer, Fully Deteriorated 400,000 psi Flexural Modulus 50 % Flexural Modulus Retention to Account for Long-term Effects 4,000 psi Flexural Strength 2.0 Safety Factor for External Loads 10.00 Inches Mean Diameter 9.80 inches Minimum Diameter 2.0 % Ovality 7.83 feet Maximum External Water Head to Invert 15.00 feet Boll Depth at Top of Conduit 120 Ib./cu.ft. Soil Density 1,000 psi Soil Modulus 14.4 psi Total Earth Loading 10,000 Ibs Lire load per AASHTO (includes 0.84 psi HWY surcharge) 0 par 2025per RR Live toad(80,000lbs per axle or 320,000lbs per truck) (includes 0.00 psi RR surcharge) Thickness Limitations t inches) 0.1000 Maximum compressive hoop stress 0.1363 External pressure buckling 0.1408 Minimum stiffness limitation, deteriorated conduit 0.1879 External pressure, deteriorated conduit(AWWA) Minimum Deakin rnlcknmm 0.19 Inches 4.8 mm DR= $3.2 Mode of Failure '. External pressure, deteriorated conduit(AWWA) Long-terra Deflection= 1.15% (Spangler) Based on Trench Width of 2.5 feet 0.0 meter The input date for this project should be verified in the field prior to construction. Should other candilione exist now or are expected to change over the design life of this Inaituform CIPP then appropriate adjustments must be made to the design calculations. t- Designed by Checked by 0/21/03 MO\' 07:.13 FAX 6385308713 1\51TI:FORH 'TECH Z00$ cy[><>c>c>[>c> INSITUFORM°CIPP DESIGN (as per ASTM F1218) Client: City of Huntington Beach 04110/03 Project: Miscellaneous Sewer Llning Project Phase II,Cash Contract No 1202 Location: Huntignton, Beach, CA Conduit 1 Condition: Gravity Sewer, Fully Deteriorated 400,000 psi Flexural Modulus 50 % Flexural Modulus Retention to Account for Long-term Effects 4,000 psi Flexural Strength 2.0 Safety Factor for External Loads 6.00 inches Mean Diameter 7.54 inches Minimum Diameter 2.0 % Ovality 15.70 test Maximum External Water Head to Invert 20.00 feet Soil Depth at Top of Conduit 120 Ib./cu.ft. Soil Density 1,000 psi Sail Modulus 20.1 psi Total Earth Loading 16,000 Ibe Live load per AASHTO (includes 1.05 psi HWY surcharge) 0 psf 2025pof RR Live Load(80,0001be per axle or 320,0001bs per truck) (includes 0.00 psi RR surcharge) Thickness Limitations ( inches ) 0.1000 Maximum compressive hoop stress 0.1370 External pressure buckling 0.1126 : Minimum stiffness limitation,deteriorated conduit 0.1833 External pressure, deteriorated conduit(AWWA) MinIMUM n Th e n w 0.15 inches 4.7 ►nrrr DR= 43.6 Mode of Failure: External pressure, deteriorated conduit{AWWA) Long-term Deflection = 1.18% (Spangler) Based on Trench Width of 2.25 feet 0.7 matter The input data for this project should be verified in the field prior to construction. Should other conditions exist haw or are expected to change over the design life of this lneltuform CIPP then appropriate adjustments must be made to the design calculations. le!F-e Dasigned by Checked by HAUSER7 November 17, 1999 Test Report No. E9-0544 Page I of 4 CLIENT: Insituform Technologies, Inc. 17999 Edison Avenue Chesterfield,MO 63005-3700 Attn: Greg Hunt RE: PO R-05508 MATERIAL: Thirty-five individual composite specimens approximately 8 inches x '/2 inch x 0.235 inches were submitted and identified as Insituform® 102TA Composite Samples. TESTWG: Chemical Resistance testing was conducted in accordance with ASTM D5813-95, paragraph 6.4.1. The specimens were immersed in the solutions shown in the table below for 368 days. At the end of the exposure,the specimens were removed and tested for flexural properties in accordance with ASTM D790-98, Procedure A using a span to depth ratio of at least 16:1. In addition, one set of"Control" specimens were exposed to approximately 501%Relative Humidity and 23°C for the 368 day period. Chemical Solution Concentration Nitric acid 1 Sulfuric acid 5 ASTM Fuel C 100 Vegetable oil 100 Detergent 0.1 Soa 0.1 RESULTS: The results are summarized in Table 1 as the percentage retention of flexural modulus and flexural strength after the one-year immersion. All values exceeded the ASTM D5813 requirements of at least 80% retention of flexural modulus after one-year immersion in all solutions. Detailed values are presented in Table 2. TESTING SUPERVISED BY: TESTING CONDUCTED BY: 6e Krause-Singh Dale J. Beasle Section Manager Technician II This report apples only to Ine sample, or samples, investigwed and is not recessarly inaical ve o! the q--ality or ccnciiion or apoaren.y identical or similar Products.As a Mutual pro!ection to clients,the public and these Laboratories,;his report is submitted ar.d accepted for the exclusive use cf the client to whom it is addressed and upon the condition that it is not to be used. in whole or in part in any advertising or pjbl:c ty maker without prrcr wri:len authorization from Hauser Laboratories-This report may be copied only in its entirety. Hauser Laboratories • 4750 Nautilus Ct.So. • Boulder, CO 80301-3240 • wwww.hauser.co TISItlOol r �1 °2: i 1�tiE�, E`• n • Ph: (800) 241-2322 • Pr: (303) 581-0079 • FAX: (303)581-0195 1 1i jN `I`. 1 Park i f == Cf'ESIEf?iEl�, �' hJ' D.: November 17, 1999 Test Report No. E9-0544 Page 2 of 4 TABLE 1 SUMMARY OF FLEXURAL TEST RESULTS Solution Average Retention of Flexural Strength Average Retention of Flexural Modulus % Nitric acid 87 94 Sulfuric acid 87 98 ASTM Fuel C 90 100 Vegetable oil 87 101 Detergent 85 85 Soap 88 88 ASTM D5813 80 minimum Requirement Insitufor:?i Techn0;e9ies. Inc. 702 574fit 40 i-3(k ;Dr Cl;esterfi.e�a. fliv- 6•3!•.5 . 1. November 17, 1999 Test Report No. E9-0544 Page 3 of 4 TABLE 2 DETAILED FLEXURAL PROPERTIES Specimen No. Maximum Flexural Strength Flexural Modulus (Tangent) Value %Retention Value %Retention si % psi % Control 1 6860 746000 2 6970 722000 3 7450 718000 4 8630 733000 5 8560 792000 Average 7690 100 742000 100 Std. Dev. 850 29700 Nitric Acid Exposure 1 6610 676000 2 6810 721000 3 6670 725000 4 6650 660000 5 6620 716000 Avera a 6670 87 700000 94 Std. Dev. 80 29600 Sulfuric Acid Exposure 1 6710 672000 2 6540 711000 3 6530 768000 4 6400 730000 5 7140 758000 Average 6670 87 728000 98 Std. Dev. 290 38500 ASTM Fuel C Exposure 1 6650 734000 2 6450 751000 3 7310 701000 4 7000 790000 5 7300 Average 6940 90 744000 100 Std. Dev. 390 37000 lrsitufarm lech;,ote0ies: Inc. 702 SpiO 40 Park Dr. 63005 November 17, 1999 Test Report No. E9-0544 Page 4 of 4 TABLE 2 CONTINUED Specimen No. Maximum Flexural Strength Flexural Modulus (Tangent)_ Value %Retention Value %Retention psi % psi % Vegetable Oil 1✓x osure 1 7320 726000 2 6230 748000 3 6760 769000 4 6420 735000 5 6560 787000 Average 6660 87 753000 101 Std. Dev. 420 24900 Deter ent Exposure 1 7110 605000 2 6160 634000 3 6630 650000 4 5760 623000 5 7030 652000 Average 6540 85 633000 85 Std. Dev. 570 19400 Soap Exposure 1 6110 618000 2 6860 647000 3 6930 689000 4 6780 658000 5 7270 657000 Average 6790 88 654000 88 Std. Dev. 420 25000 lrs:tArm ?ecl�,rflogies. {nc. 7;>? jY,rlt J0 rc;IN; D". Chesterfield, Nib,, o3005 CITY OF HUNTINGTGN BEACH 2000 MAIN STREET CALIFORNIA 92648 OFFICE OF THE CITY CLERK CONNIE BROCKWAY CITY CLERK July 2, 2003 To: Miller Pipeline Corporation 8850 Crawfordsville Rd. Indianapolis, Indiana 46234 Enclosed please find your original bid bond issued by St. Paul Fire and Marine Insurance Company for Contract 1202 Miscellaneous Sewer Linings Project Phase II. Connie. Brockway, CMG City Clerk Enclosure glfollowuplcashcontfretumbid bond Am fTaleohena 71G.536�7971 • . PAUL FIRE AND MARINE u' INSURANCE COMPANY L�tN St. Paul, Minnesota A Capital Stock Company BID BOND KNOW ALL.MEN BY THESE PRESENTS, THAT WE, Miller Pipeline Corporation 8850 Crawfordsville Rd., Indianapolis, Indiana 46234 as principal, and the St. PAUL FIRE AND MARINE INSURANCE COMPANY, a corporation existing' under the laws of the State of Minnesota, and duly authorized to transact business in the State of California as surety, are held and firmly bound unto City of Huntington Beach 2000 Main Street Huntington Beach, CA 92648 as obligee, in the penal sum of Ten percent of the total amount bid (10%)--------------------------- DOLLARS, lawful money of the United States of America, for the payment of which, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. SIGNED, sealed, and dated this 22nd day.Of April 2003 WHEREAS, the said principal is herewith submitting a proposal for Contract 1202 Miscellaneous Sewer Lining Project Phase II. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH that, if the said principal shall be awarded the contract, and shall within ( ) days after receiving notice of such award enter into a contract and give bond for the faithful performance of the con- tract, then this obligation shall be null and void, otherwise the principal and surety will pay unto the obligee the difference in money between the amount of the principal's bid and the amount for which the obligee may legally contract with another party to perform the work, if the latter amount be in excess of the former; in no event shall the surety's liability exceed the penal sum hereof. Miller 1pe Co tion B.Y. ... .. ' . 5e-= r Vice resident Principal. St. Paul Fire d Marine urance Company Pn_ By..� . .. ................... Attorney-in-fact 1o95a fie . 5.79 Printed In U.S.A. 0 ---- VAS Of cummu DEPAR OF INSURANCE Cmtfficafe of authority ,no a 0 Offim,fi14 twovam to do IAA~Cod* of tm We Of CA"O+ of 8'hs 4 mxn L ,slow WS& 00 as 4f 1 � MWM to 4# AM& el laoo etellan at VAMP 9 1 Im-11-01 am Id lie+l 1-- immmil. ft#.MW to dos 16 , ahm to ae plapomm Of C`Ia�t easy. the fa p1l+tllg E Mao yraweae�rr�' � �,� 092ftlZRAMM, PUT% QUft i WMM s 0agmacm, Oaf, VW MM V=GM, &UToMKIZ l AlBORAM UM MOGMUMOUS as saw o00U.af sm of be dam 1�3re 1nar"Lave Of tha $ coo nk a b �lo l�oldar f a and h�a b ra to is 1d+1 0 t� �' � +� ldwr��rtrrn�eritr in.3 haw nwl r69*60"a now om. or my ar rtq bt ahmegrd 9W in wtmm Wes,glovhw au at A& AL ert sy lwd aW awed my o&W mW to ba aflwdtliisALtt Its MOW ov JW J. SAM No w►, Aaaiths C a r the 8tdts a GAt arnfn, do hmby aettgy shot r �r M of� hvr�ty wu the dup�taale e�of Mow on }ore b !r , aae�at trot the , and themvi of . � err q1 y ir.r�owr tM jr�f.►as a .N, .• '. �� �a'bed thu to ast � and �Y November is ag r by • a r M ;r:m^; I V ARDLlu SL P i !''ire and Marine Insurance Company United States Fidelity and Gumnly Company StFaVl Surety sL Paul Guardian Insurance Cony Fidelity and Guaranty Insurance Company SL Paul Mercury Irnmrance Company Fidelity and C:Qaranly Laurance Underwriters,Ina Seaboard Surety Company St.Paul Medical Liability b murance Company Bond No. aid Bond RIDER CONTAINING DISCLOSURE NOTICE OF TERRORISM COVERAGE- This disclosure notice is required by the Terrorism Risk Insurance Act of 2002 (the "Act"). No action is required on your part. This DiSciosure Notice is incorporated in and a part of the attached bond, and is effective the date of the bond. You should know that, effective November 26, 2002, any losses covered by the attached bond that are caused by certified acts of terrorism would be partially reimbursed by the United States under a formula established by the Act. Under this formula, the United States reimburses 90% of covered terrorism losses exceeding the statutorily established deductible paid by the insurance company providing the coverage. Under the Act, there is a cap on our liability to pay for covered terrorism losses if the aggregate amount of insured losses under the Act exceeds $100,000,000,000 during the applicable period for all insureds and all insurers combined. In that case, we will not be liable for the payment of any amount which exceeds that aggregate amount of $100,000,000,000. The portion of your premium that is attributable to coverage for acts of terrorism is 0.00. IMPORTANT NOTE: THE COST OF TERRORISM COVERAGE IS SUBJECT TO CHANGE ON ANY BONDS THAT PREMIUM IS CHARGED ANNUALLY. -Thesliftl POWER OF ATTORNEY Seaboard Surety Company United States Fidelity and Guarunh C ompau+ St.Paul Fire and Marine Insurance Company Fidelity and Guaranis Insurance Company St.Paul Guardian Insurance Company Fident% and Guarant} insurance L ndcrtyriter-i,Inc. St.Paul Mercury Insurance Company 20353 �487803 Power of att No.orney\o. � � � Certificate o. KNOAV ALL MEN BY THESE PRESENTS:That Seaboard Surety Company is a corporation duly organized under tt c laps of the St.nc of\'as York.and that St. Paul Fir;and Marine Insurance Company.St. Paul Guardian Insurance Company and St. Paul Mercury Insurance Comp any arc corpoctrrns duly organized under the lass of the State of Minnesota,and that United States Fidelity and Guaranty Company is a corporation duly organized under the hnys of i',Sta(c•of Mary:and,and that Fidelity and Guaranty Insurance Company is a corporation duly organized under the lases of the State of Iowa,and'.hat Fidelity and Guaiann Insunince Undem ritcrs. Inc. is a corpora-ion duly organized under the laws of the State of Wisconsin Merein collecrit.e!i called the "Companies"7. and that the Comn.panies do hereb_s mare. constitute and appoint A.L.Stanchina,C.David Thomas,Richard L. Higginbotham,Janet Canterbury and Roseann B.Dye-Smalley Charleston West Virginia of the Cin of ,Stare .their tote and 1.;«tul ht:araeyf si-in-Fact, each in their separate capacity if more than one is named above,to sign its name as surety to,and to exect:tc,seal and acknowledge any an.'.all bond:,undertakings, contracts and other written instruments in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of�,rsors. �:uarantceiae the perfor manct o:contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed l N fyw. 13" September 2002 IN WITNESS WHEREOF,the Companies have caused this instrument to be signed and sealed viis day of Seaboard Surety.Company United States Fidelity and Guaranty Company St.Paul Flre and Marine Insurance Compan} 1=idelin•and Guaranty Insurance Company Sr.Paul Guardian Insurance Company Fidelity and Guarant. Insurance Unden,riters,Inc. Si.Paul Mercury Insurance Company PETER ls:iAR\1.1\.hire P-_-i::ent 'e / State of.Nfar.[ard Cay of Bah::'ter: THOMAS F.HI;ISR i-TSS,A.:.=•hart Sit:C„rl 13" September 2002 On this day of before me.the undersigned officer. Frrsonalls appear: Peter W. Carmen and Thomas E. Ruibreatse,who acknowledged themsclves to be the Vice Presider,and Assistant SCrttarV.respectiytly.of SeahI'ard Surety Cot- v.St.Paul Fira and Marine Insurance Company,St. Paul Guardian Insurance Company.St.Paul lfercury Insurance Compan}: United States Fidelity and Guaranis-C ompany.Fidelity add Guaranty lnsum ice Company.and Fidelity and Guaranty Insurance Underwrirers,Inc.;and(hat th—seals affixed to the foregoing instrument a-:the corrorate seals of said Companies:and that the}',as such,tieing authorized so to do.executed the foregoing in>tra .nt ios tit;purposes thereincontained by s:=ing the names of rite corporations Sy themselves as duly authorized officers. �m In Witness 11 hereof,I hereunto set my hand and officia!seal. 'z CP U�CY My Commission expires the 1st day of July,2006. ' REBSCC 1 EASLEY-0':Q gEC1r 86203 Kiev.7.2002 Printed in U.S.A. ell— This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Seaboard Sara Company,St.Paul Fire and%lame Insurance Company, St. Paul Guardian Insurance Company. St. Paul Mercury Insurance Company, United States Fid::in-and Guaranty Company. Fidelity and Guaranty Insurance Company,and Fidelity and Guaranty Insurance Underwriters,Inc.on September 2, 199S.which resolurcrs ar_now in full force and effect,reading as follows: RESOLVED,that in connection with the fidelity and surety insurance business of the Company,all bonds,undertakings,contracts and L&.-r i 5zuments relating to said busi:tess may be signed,executed and acknowledged by persons or entities appointed as Attorneys)-in-Fact pursuant to a Po%%er of.Forney issued it.. accordance with these resolutions. Said Power(s)of Attorney for and on behalf of the Company may and shall be executed in the r.2n:e a:_.'on behalf of the Company:either by the Chairman,or the President,or any Vice President,or an Assistant Vice President.jointly with the Secretary ar an Assistant Secretary. under tans respective designations.-The signature of such officers may be engraved,printed or lithographed. The signature of each of tl.-fort Bing officers and the seal of the Company may be affixed by facsimile to any Power of Attorney-or to any certificate relating thereto appointing Attorneyt s)-ir.-F3ct for purposes odly of executing and artesting bonds and undertakings and other writings obligatory'in the nature thereof,and subject to pry limita.iors se::orth therein,any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company.and aay such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company with respect to any bend or undertaking to which it is validly attached;and RESOLVED FURTHER,that Attomey(s)-in-Fact shall have the power and authority,and in any case,subject to the terms and lirtitatiens of the Power of Aaorney issued them,to execute and deliver on behalf of the Company and to attach the seal of the Company to any and all bonds and undenatiings.and other writings obligatory in the nature thereof,and any such instrument executed by such Attomey(s)-in-Fact shall be as binding upon the Compar.}as if signed by an Executive Officer and sealed and attested to by the Secretary of the Company. 1.Thomas E.Iiuibregtse.Assistant Secretary of Seaboard Surety Company,St.Paul Fire and Marine Insurance Company.St.Paul Guard`.z Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company,Fidelity and Guaranty Insurance Company,and Fidelity a=c Guaranty Insurance Underwriters,Inc.do hereby certify that the above and foregoing is a true and correct copy of&e Power of Anorney executed by said Companies.which is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF,I hereunto set my hand this U&/1_day of Q_r") 3, �":1Err `„�r� + O`��4\* ��.,.w•y sittY,t,� ` Or'E" �•.�ci` a:.w+' • • '" xtt� ttF` Thomas E.Hu:b-(!se_Assistant Secretary To verify the authenticity of this Power of Attorney,call 1-800-42I-3880 and ask for the Power afArrarrrey clerk. Please refer to the ftwer of_Arrarney num_bet,the above-named individuals and the details of the band to which the power is attached 1953 2003 BO'Ye �llenae � . e�810f��♦� Miller Pipeline Corp. 8850 CRAWFORDSVILLE RD. RO. BOX 34141 INDIANAPOLIS, INDIANA 46234 Office of the City Clerk City of Huntington Beach Second Floor 2000 Main. Street Huntington Beach, CA 92648 SLALED BID • Miscellaneous Sewer Lining Project Phase II Cash Contract No. 1202 r-7 ?J SECTION C PROPOSAL for the MISCELLANEOUS SEWER LINING PROJECT PHASE II Within 15 sub areas of the City of Huntington Beach CASH CONTRACT No. 1202 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 85 worldng days, including material delivery, 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 rejdct 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 Contractle undersigned agrees that in the evenRof 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 131 DOR S &YO in the amount of S 833z pO 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", as the case may be). Bidder shall signify receipt of all Addenda here, if any: Addenda No : " : .`Date Received_ er's Si 1 4/3 03 C-2 . I2OJECT BID-SCHEDULE Item :-Estimated lltem:.with'unit price'.: ...: Extended:, �o .Quatitity°° .::....: . . written tnwtirds 1 L ivlobiiization of equipment&materials. - lump sum @ LPREE THOUSAND Dollars S3_ .00O.Q0 S3,000.00 ;b0 Cents Per lump sum 2 1 Traffic Control per Specs. lump sum FOUR THOUSAND TWO HUNDRED FIFTY Dollars S4.250.00 $4,250.00 NO Cents Per lump sum 3 1 Demobilization of equipment&materials. lump sum Q. THREE_THO USA NQ Dollars $3.000_00 5, 3.000.00 NO Cents Per lump sum 4 18724 Line 8"host pipe per Specs. l.f Qr Dollars S Z7• 65 's t XT►(- F%Je Cents Per 11 5 310 Line 10"host pipe per Specs. OD l.f. 8 % — TWO Dollars S 00 S _ NO Cents Per l.f. - --- 6 =- 577 Line 12".host pipe per Specs. Dollars:= $"�'?:•AO�w-_ $-2?�k�9'�._ - -- NO Cents Per 11 _.. 7- 458 = Re-open service lateral per Specs. ea. 4 ON41 wwofto FOOT%4 Dollars S DLO Cents Per ea. 8 40 Grind protruding lateral per City requirements. M ea cr '`Tl [ �6 E�V1.iD�EC — Dollars 5 3� 5 '1�10 Cents Per ea. 9 162 Point repair host pipe per Detail(Up to 5.5-ft.deep) eo 11 Q TVISO 4hmf?MO " FIFTY F1Wa Dollars S U5.0 S MIND. Cents Per Lf. 10 306 Point repair host pipe per Detail(5.5 up to 10.54t.deep) 1.f. 3 'C14 —VA&WOLM TsN3 Dollars $ ate). S 47¢t�(pa�o0 No Cems r I i • PROJECT BID SCHEDULE* M: :;; :;;.; Tte ..-TFR7'waWt .- 7777 77 7:7 item:.witfi.unitiDrice���i.���.�i..........777:7 : ::: ::: ExtenTeU7. .................................. ........ ............. .. ...................... ..... .................... ....... ....... ....... ds ............ tew wwor =111iMMININIMliM6 ,Utt . ...... 11 72 Point repair host pipe per Detail(10.5 up to 15-fL deep) Lf. @ fkyt FIMI-f F kIX Dollars s $ Cents Per l.f. 12 5 Remove&Replace Clean-Out per specs. ea. @ TWOt T1404WO tWf 001010 4WIfIlars $ Cents Per ea. 13 @ Dollars Cents Per 14 @ Dollars $ Cents Per 15 @ Dollars —Cents Per Total Amount Bid in Figures: Total Amount Bid in Words: 646WT 10009 Tk+W"-TNT, VO 05AMD ........................................................................................................................................................................................................................................................... r(LJO I-WWMD Se-V&J I)MA4 1 :5 C-is 04/21/03 MON 13:01 FAX 5624269714 MASCO-CHARLES KING CO. 10 004 LIST OF SUBCONTRACTORS In accordance with Government Code Section 4104, the Bidder &hull 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 and the portion of the work to be done by such subcontractor. .0rdon .: Namr:and Address of Subcantracror. Smit-LWe►rsd .. Cross o Work- By submission of this proposal, the Bidder certifies: 1. That they are 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 enured into and bonds furnished by subcontractor for this project C-3 NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of OdWamia Indiana ss. County of OfAW Marion Mark R. Wallbo_n _ _ _, being first duly sworn, deposes and says that he or she is _ Senior_ Vice president Of Miller Pireline Corporation_ 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 otber 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. Mark R. Wallbom Name of Bidder Signa re of Bid er 8850 Crawfordsv�.11e Rd. Tnr7i F_na$nl i c,y TnIJ6P31, Address of Bidder Subscribed and sworn to before me this l8th day of Aril , 200 3 NOTARY PUBLIC NOTARY SEAL C-4 UTILITY AGREEMENT HONORABLE MAYOR AND CITY COUNCIL CITY OF HtiNTINGTON BEACH, CALIFORNIA Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the MISCELLANEOUS SEWER LINIING PROJECT, PHASE It; CC- 1202, (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. Miller Pipeline Corporation Contractor rxll� - ID( By N t k R. 7a �om Senior vice _Frpsident Title Date: 4/181Q-_ C-5 DISQUALIFICATION QUESTION-NI -AIR E In accordance with Government Code Section 14310.5, 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. _ Miller Pikeline Corporation Contractor By I-a. R. r"!a1 07I Senior Vice President Title Date: a r_1 18 2 C-7 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: Miller Pipeline Corporation Bidder Name 8850 Crawfordsville Rd. Business Address Indianarclis, --N 46234 City, State Zip Telephone Number 730984 A, C34, Hic State Contractor's License No. and Class 1/2/97 Original Date Issued 1310 Expiration Date The work site was inspected by HUB of our office on lb , 2001. The following are persons, firms, and corporations having a principal interest in this proposal: Miller Pipeline _Corporation �hlrlt l4 *w 0 5?WA X Co . C-9 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. Miller Pipeline Sorpora.ticn Company e Signature Bidder Mark R. Wallbom Printed or Typed Signature Subscribed and sworn to before me this 1-8 day of A-gril , 200 3 . NOTARY PUBLIC -� NOTARY SEAL Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past two years: 1 See Attached List _ Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed 2. Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed 3. Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed C-ia h A information •The following ormation must be returned with the bid Bidder's name: Miller pipeline Corporation Bidder's address: 8850 Crawfordsville Rd. , Indianapolis, IN 46234 Phone number: (317) 293-0278 Fax number: ( 317) 293-8502 Pipeline rehabilitation process (trade name) bid: �IAWDIT (Choose only one per Section B- "Instructions to Bidders"#12) Attach a letter to this sheet from the manufacturer stating that: See Attacaea 1. The installer (bidder) listed above is factory licensed and trained. 2. SDR thickness supplied (minimum thickness SDR 35) 3. Have the ability and will supply the necessary amount of material within the construction time frame. List of three certified laboratories that can perform the required ASTM testing. Laboratory number 1: Name: CRT Laborator-es, Inc. Address: 680 North Main, Orange_, CA 92867 Telephone number: - (7i4) 283-2032 - Contact person: Laboratory number 2: Name: RamTec7 Laboratories, Inc. Address: 141o4 Orange Avenue, Daramcunt, CA 90723 Telephone number: (562)633-4824 Contact person: Laboratory number 3: Name. McKnight Laboratory, Inc. Address: 144 View Avenue Suite 1 Santa Fe Springs,55 ,Valle*� p_ings, CA 90670 Telephone number: ( 56� 407-0755 Contact person: C-11 City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER ONE For Miscelaneous Sewer Unina Protect Phase 11 CC- 1202 April 3, 2003 Notice To All Bidders: This addendum is hereby made a part of the contract documents to the same extent as though it were originally included therein. Please note the following revision to the Project Plans, Specifications, and Technical Provisions: The attached sheet 12 of 12 revised and issued this date hereby replaces sheet 12 of 12 of Appendix A— Project Location Map(s) and Point Repair Detail. This modification does not change the Engineer's Estimate, Bid Schedule or the Bid Opening date/time for this project. This is to acknowledge receipt and review of Addendum Number one, d April 3, 2003. Miller Pipeline corporation. Company Name By April 18, 200? Date .i All bidders must acknowledge the receipt of this Addendum with your bid proposal. Should you have any questions regarding this Addendum, please call Steve Krieger at(714) 536- 5259. Mitr Pipeline Corp. 8850 CRAWFORDSVILLE RD. ;1953E +5ZO P.O. BOX 34141 INDIANAPOLIS, INDIANA 46234 ana f TELEPHONE: (317) 293-0278 FAX:(317)293-8502 RE: City of Huntington Beach, CA The product quoted is known by Miller Pipeline Corporation's trade name as the EX Method. The common industry name is Fold and Form PVC. The pipe material thickness is SDR 35. Miller Pipeline Corporation is the licensed installer of the EX Method for the continuous United States and Canada. See attached certificate of compliance. As Miller is the licensed installer, we provide comprehensive in-house training for our technicians and licensees throughout the United States and Canada. V�� -0 1�) I - a. a.� Mark. . Wallbo Scnick Vice President April 18, 2003 MiRr Pipeline Corp. r� 8850 CRAWFORDSVILLE RD. 1953 2003 P.O. BOX 34141 INDIANAPOLIS, INDIANA 46234 40 one Yew+ of �6apa TELEPHONE: (317) 293-0278 FAX: (317) 293-8502 Re: Project—City of Huntington Beach, CA Certificate Of Compliance to Si3ecifications This is to certify that the Ex Pipe to be provided for the above referenced project is an unplastized, high strength PVC, manufactured and tested to the requirements of ASTM F- 1504 latest revision and meets the minimum Cell Classification 12334-B. Certified To By: Name: Mark . Wall m Title: Seri Vice _resider_ Date: ADril 18, 2003 04%18.0) 13:.17 $317 2938502 XILL£R PIPELINE !1F(-SFS-(:A 4LIA111015 Miller Pipeline - EX Method Pipe Design Calculations Huntington Beach, CA 4118103 Design Criteria: Mean Inside Diameter of Host Pipe(0) 8 in. Minimum Inside Diameter(Ovality) 7.84 in. Existing Pipe Condition Fully Deteriorated Soil D4p1h (Above Crown)(Hj 20 ft. External Water Height(Above Crown)(H,w) 15 ft. Soil Density(w) 120 pcf Soil Modulus(E,) 1000 psi Live Loads(Enter Yes/No) Yes Snort Term Flexural Modulus 340,000 psi Long term Flexural Modulus 119,000 psi Safety Factor 2 Design Summary 1. Fully Deteriorated Buckling t= 0.211 in. Required OR a 37.9 OQP-FESS/ R. y�4, Uj 3 2 + cc No.16437 T �l9T Civil. f OF C AOF 04/18/03 13:47 $317 2935302 M:LLER PIPELINE - ±:PC- =S-CA G 5 015 Fully Deteriorated Buckling Analysis Huntington Beach, CA r 0.721 D C— E[.�—,R. t=EX Pipe Thickness D =Inside Diameter of Existing Pipe= 8 in. Min. Dia. = 7.84 in. N =Safety Factor= 2 w=Soil Density= 120 pcf Hw=Height of Water(Above Crown)= 15 ft. H,a Height of Soil= 20 Rw Water Buoyancy Factor= I -0.33(HwJH,)= 0.753 If= Impact Factor=0.766-0.133 H„where 0< It<0.5 =0.766-0.133 H,= -1.89 <0•Therefore impact Factor= 0 1 CL=From AW W A C950 Table A2 = 0 i t P=Wheel toad = 16.000 Ibs C'P 0+ 11) W.=Live Load= = 0 psi 12D q, Total External Pressure on Pipe If g t4a 19.04 psi q=Ovality= 10-AMeanDia—MinDia _ 2.0% MeanDia C =Ovality Factor= I 'y°�, = 0.64 t too E,=Long Term Flexural Modulus = 119,00p psi Q 1�,OFE�Ssjo M H yFF2y I" m cc No.16437 �( up' �> e l v 1\- �TFOF CALwI3 UA,40203 13:47 'Y317 2939SU: MILLER PIPELINE VP1: SFS-(:A 1)',d=015 0 f B'=Coefficient of E}astic SUpport 0.476 = 1 toe-Wady, _ E',=Modulus of Soil Reaction = 1.000 Psi 0 = 8 in. N = 2 qt= 19.04 psi r =0.721 D C _ 0.84 EL= 119,000 Psi R v= 0.75 W a 0.478 E,= 1,000 psi t in. Required OR 37.9 R. �pRDFESSIpN� No.16437 �[ Exp. ,,�34jdj `r�y� CIVIv a��P 04/15,03 13:49 %T317 2933502 HILLER PIPELINE --- S;Pt:-SF-S-(:A I 015 Miller Pipeline - EX Method Pipe Design Calculations Huntington Beach,CA 4118103 Design Criteria: Mean Inside Diameter of HOSI Pipe (D) 10 in. Minimum Inside Diameler(Ovality) 9.8 in. Existing Pipe Condition Fully Deteriorated Soil Depth (Above Crown)(Hj 15 ft. External Waler Height(Above Crown)(H.) 7 ft. Soil Density(w) 120 pcf Soil Modulus(E,) 1000 psi Live loads(Enter Yes/No) Yes Short Term Flexural Modulus 340.000 psi Long Term Flexural Modulus 119,000 psi Safety Factor 2 Design Summary 1. Fully Deteriorated Buckling t= 0.218 in. Required DR = 45.8 4 �oVyQFESS/oNq� s��•`�\�M R. Hq4, rri �,�2G� No.16437 *y Exp.f;-Ao'Gy 9TFOF CALIF4�e, Fully Deteriorated Buckling A aiysis Huntington Beach. CA r `Ng,I I3 1 0,771 D C J ER.B'E. t= EK Pipe Thickness D =Inside Diameter of Existing Pipe= 10 in. Mm:131w= 9.8 in. N =Safety Factor= 2 w=Soil Density= 120 pcf H.=Height of Water(Above Crown)= 7 ft. I H.= Height of Soil= 15 3 Rw=Water Buoyancy Factor= 1 -0.33(H H Ya Y ,� .)= 0.846 is o Impact Factor-0,766-0,133 Ho,where 0<II<0.5 =0.766-0.133 Ha= -1.23 s 0,Therefore Impact tractor= 0 CL= From AWWA C950 Table A2 = 0.002 P =Wheel Load = 16,000 lbs 3 C,P (l r!1) W,= Live Load a 0.26667 psi 12D q,=Total External Pressure on Pipe =0,433N +W144 +w, s 13.87 psi q-Ovality: 10 MeanDia�-MinDia = 2.0°k MeanDla v C = Ovality Factor = q00 I' ` 0.84 1 EL= Long Term Flexural Modulus = 119.000 psi OQ AM R q( A F2 No.16437 p EXp qTF�F C A, L,k PO B, c^eiij�neni of EG?SdiC c'6 =Modulus of Soil Reactioll= 1,000 psi D = 10 in. N= 2 q,= 13,87 psi r = 0,721 DI f�- c i f C = 0.84 • E c R w R'E• 4 Et= 119,000 psi Rw= 0.85 �B1= 0.399 Er.= 1.000 psi ---t-� 0.215 in, Required OR = 45.8 OQ�OFES�/Q�q CID F cl m rn No.161437/ Exp. ! C I V11. 9lF�F CAL1�q� 04,18 03 13:43 '`317 2939502 M LLMR PIPELINE MPC-SFS-CA lr 010.015 Muller Pipeline - EX Method Pipe Design Calculations Huntington Beach,CA 4/18103 Design Criteria: Mean Inside Diameter of Host Pipe(0) 12 in. Minimum inside Diameter(Ovality) 11.76 in. Existing Pipe Condition Fully Deteriorated Soil Depth(Above Crown)(Hj 15 ft_ External Water Height(Above Crown)(H,r) 7 ft. Soil Density(w) 120 pcf Soil Modulus(E.) 1000 psi Live Loads(Enter Yes/No) Yes Short Term Flexural Modulus 340,000 psi Long Term Flexural Modulus 119,000 psi Safety Factor 2 Design Summary 1_ Fully Deteriorated Buckling t= 0.263 in. Required DR = 45.7 oQ90ESSIQ�q No.164437 W EXA W P/za, `S'T C1V14 �Q' 9TFQF G,10F �� 041,181,03 13:48 %T3:71 2938502 MILLER PIPELINE MPC-SFS-CA r ]11• ]li Fully Deteriorated Buckling Analysis Huntington Beach, CA 0.721 D L t=EX Pipe Thickness D= Inside Diameter of Existing Pipe= 12 in. Min.Die.= 11.76 in. N =Safety Factor= 2 w=Soil Density= 120 pcf Hw=Height of Water(Above Crown)= 7 ft. H,=Height of Soil= 15 R.=Water Buoyancy Factor= 1 -0.33(H JH,)= 0.846 If=Impact Factor=0.766-0.133 H,.where 0< If<0.5 = 0.756.0.133 H,= -1.23 <0,Therefore Impact Factor= 0 CL=From AWWA C950 Table A2 = 0.003 P=Wheel Load= 16,000 lbs C,P (] +Ir) W.=Live Load= _ 0.33333 psi 120 q,=Total External Pressure on Pipe =V433N,+� - *44 w = 13.94 psi q=Ovality lb MeanDia—MinDia _ 2 0% MeanDia C =Ovality Factor= a } 0.84 . too E- =Lorg Term Flexural Modulus= 119.000 psi �cs4QPO y�ygl AIZ w r, No.16437 �[ ,Fxp �; s� CIVI �P �TFOF CAl.1F�Q� o MILLER PIPELINE Ul,18OJ 1J:1� 'g'Jlr _8J83U« ! 0.399 B'=Coefficient of Elastic Support= 1*4e-0,6,�, E`,= h1odulus of Soil Reaction = 1,000 Ps[ 0= 12 in. N = 2 = 13.94 psi cC = 0.84 _ Ea R B E, EL= 119.000 psi RW= 0.85 51= 0.399 E6= 1,000 psi t 0.263 in. Required OR = 45.7 oQR. 41 ao�tiss,o�,q C� 3 Fy m Na 16437 m cPJAl c!V o, F OF CALIF�� 04,18/03 1 3:4 9 U317 2933502 }1ILLER PIP-:LINE 01.1 illi Miller Pipeline e EX Method Pipe Design Calculations Huntington Beach. CA 4118/03 Design Criteria: Mean Inside Diameter of Host Pipe(D) 15 in. Minimum Inside Diameter(Qvality) 14.7 in. Existing Pipe Condition Fully Deteriorated Soil Depth(Above Crown)(H,) 1s ft. External Water Height(Above Crown)(H.) 7 ft. Soli Density(w) 120 pcf Soil Modulus(E j 1000 psi Live Loads(Enter YesJNo) Yes Short Term Flexural Modulus 340,000 psi Long Term Flexural Modulus 119,000 psi Safety Factor 2 Design Summary 1. Fully Deteriorated Buckling l= 0.328 in. Required DR = 45.7 R. apRo��ss�o,�q yq��F2�i u�i Z M Na 16437 x� sr CIVIV gIFOF CAl_�F V31; 29:14302 KtUER PIPELINE - -- NP(--Sr5- Fully Deteriorated Buckling Analysis Huntington Beach, CA r , r = 0.72)D 1 1 t EX Pipe Thickness D= Inside Diameter of Existing Pipe= 15 in. Min. Dia. = t4.7 in. N =Safety Factor= 2 w=Soil tensity= 120 pcf H, =Height of Water(Above Crown)= 7 ft. H.=Heighl of Soil= 15 Water Buoyancy Factor= 1 -0.33(H,/H,)= 0.846 h m Impact Factor=0.766-0.133 H,,where 0< Ii<0.6 0.766-0.133 Hs= -1.23 <0.Therefore Impact Factor= 0 r.,.=From AWWA C950 Table A2 = 0.0035 P-Wheel Load a 16.000 lbs W.=Live Load= C`P�;+ r1l r 0.31111 psi 12D q,=Total Extemaf Pressure on Ripe +4.433H +wH 11 T W= 13 _ 144 .92 psi q =Ovality= 14v`t1ecnDia-Mir0ia , 2 0% MearrDia^ r- -"— i C=Ovality Factor= r Q0a- 0.84 EL= Long'Term Flexural Modulus= i1g,()DO ps's 4,?ptpFESS/04/� R. lick Cr No.16437 OF CAOi Oa 1g;03 13:49 V317 2933501 8'= Coefficient of Elastic Supoort= o�W = 0.399 1*4e E', = Modulus of Soil React:on= 1.000 psi D= 15 in. N = 2 q,= 13.92 psi C r = 0.721D ` C J = 0.84 E i Rw B E, EL= 119,000 psi R.= 0.85 B'= 0.399 Er,= 1.000 psi t = 0.328 in. Required DR = 45.7 O9 FEss104q R. yg2(<! ,pM2� a No.16437 m ExpL � (P clv11. EOF CM0F 1 EX Method Worldwide Installation References U.S. Applications By Miller Pipeline Corporation & Sub-Licensees Revised November 2002 Customer Project Host Service Dla. Length Installatio Pipe In! mm Dates Tierrea Contracting Inc. Santa Barbara,CA VCP Sewer 6" 3,450' In Progress Santa Barbara,CA 8" 5,590' 10" 260' 12" 90, City of Modesto Modesto,CA VCP Sewer 6" 1,939 In Progress Modesto,CA 12" 253 Village of Peebles Peebles,OH VCP Sewer 8" 5,594' In Progress Peebles,OH P&A Construction,Inc Woodbridge Twp. VCP Sewer 8" 3,081 In Progress Colonia,NJ New Jersey City of Amarillo Amrillo,TX VCP Sewer 8" 333' In Progress PO Box 1971 Amarillo,TX 79105 806 374-5409 Royal American Const. City of Carrabelle,FL VCP Sewer 6" 1,550' In Progress 1002 W.23rd St. 8" 2,800 Panama City,FL 32405 Paul Kelley 850 769-8981 Lee County Lee County,FL VCP Sewer 8" 4,100 In Progress 1500 Monroe St Fort Myers,FL 33901 Mike Crumpton 239 79-8151 City of Rochester Rochester,IN VCP Sewer 8" 1,177 In Progress 320 Main St. 10" 562 Rochester,IN 46975 City of Eaton Eaton,OH VCP Sewer 8" 1,405' In Progress 328 N.Maple St. Eaton OH 937 56-4125 City of Hahira Hahira,GA VCP Sewer 8' 1,5000 In Progress 102 Church St Hahira,GA 31632 Bonnie Tindall Town of Center Point Center Point,IN VCP Sewer 1 8" 6,388' In Progress Center Point,IN Town of Mooreland Mooreland,IN VCP Sewer 8" 6,126' In Progress Mooreland,IN Blau Mechanical,Inc. Parkway Place Apts VCP Sewer 6" 330' In Progress 1522 Russell ST Louisville,KY 8" 654' Covington,KY 41011 12" 297' Maureen Rabe $59 291-3159 Harbor Oaks Fruitland Park,FL VCP Sewer 8" 350' In Progress 03390 Picciola Rd. Fruitland Park,FL 38731 George English 352 787-1908 t Martin Co. Utilities Jensen Beach,FL VCP Sewer 8" 365' In Progress PO Box 9000 Stuart FL 34995 City of Cape Canaveral Cape Canaveral,FL VCP Sewer 8" In Progress 601 Thurm Blvd. 10" Cape Canaveral,FL 32920 12" Walter Bandish 15" 321 868-1240 Windsor Township Red Lion,PA VCP Sewer B" 3,045 In Progress PO Box 458 Red Lion,PA 17356 Jennifer Gunnet 717 244-3512 LA Co. Sanitation District Worsham Creek VCP Sewer 10" 1,899' In Progress PO Box 4998 "Trunk Sewer Whittier,CA 90607 Alma Horvath 562 699-7411 City of St.Augustine St.Augustine,FL VCP Sewer 8" 2,700 In Progress St.Augustine,FL City of Piqua Piqua,OH VCP Sewer 8" 2,060' In Progress 121 Bridge St. 12" 754' Piqua,OH 45356 Dave Davis 937 778-5167 King's Gate Association,Inc. Nokomis,FL VCP Sewer 6" 1,740' In Progress 1500 Kings Way Dr 8" 9,229' Nokomis,FL 34275 Steve Jarrett W.Jackson&Sons const. North Miami Beach,FL VCP Sewer 8" 390' In Progress Pompano Beach,FL City of Plano Plano,TX VCP 8" 3,761' 7/02 PO Box 860358 Phase 1 Plano,TX 75086 Stephen Spencer Phase II VCP Sewer 8" In Progress 972 769-4142 10" City of Greenfield Greenfield,IN VCP Sewer 8" 1326' 1 I/01 809 S.State St Greenfield,IN 46140 David Scheiter 317 62-8530 Borough of State College State College,PA VCP Sewer 6" 630' 3/01 118 S.Fraser Street BIN953' State College,PA 16801 Amy Story (814)278-4717 City of Greencastle Jackson Street VCP Sewer B" 3,702' 3/01 PO Box 103 Greencastle,IN Greencastle,IN 46135 Ron Smith Greencastle,IN VCP Sewer B" 541' 11/99 (765)653-3839 Borough of Jefferson Hills Borough of Jefferson Hills VCP Sewer 8" 4,309' 1 I/00 925 Old Clariton Rd. Jefferson Hills,PA 15025 Jean Statter (412)921-4030 Lykins Contracting Co Greensburg,IN VCP Sewer 0, 334' 8/00 12783 N.State Road 101 Sunman,IN 47041 812 623-2244 Co.Sanitation Dist.of LA City of Rosemead,CA VCP Sewer 8" 287' 9/00 P.O. Box 4998 Whittier,CA 90607 Charles Cary (562)699-7411 Metro Wash Airports Authority Ronald Reagan Airport VCP Sewer 12" 152' 8/00 l Aviation Circle Washington,DC Washington,DC 20001 Katherine Ruh] Indianapolis Museum of Art Indianapolis,IN VCP Sewer 8" 136' 7/00 100 W.381h Street 10" 790' Indianapolis,IN 46208 12" 600' Tom Byfield (317)920-1331 Village of Pebbles Peebles,OH VCP Sewer 8" 5,594" 7/00 34 S.Nixen Ave Pebbles,OH 45660 Jim Stumpp (614)464-4500 City of Greenville Greenville,OH VCP Sewer 8" 389' 4100 100 Public Square Greenville,OH 45331 George Luce (937)548-1482 City of Delaware Delaware,OH VCP Sewer 8" 1,066' 4/00 255 Cherry Street Delaware,OH Gene Rigby (740)363-9374 P&A Construction,Inc. Woodbridge Twp. VCP Sewer 8" 3,081' 4/00 P.O.Box 28 New Jersey Colonia,NJ 07067 Joe Walsh (732)381-3116 Atlantic Coast Contractors Town of Lovitsville,VA VCP Sewer 8" 2,008' 4/00 7680 Townsend Drive PO Sox 463 Denver,NC 28037 John Butler (704)483-7120 Atlantic Coast Contractors CMUD,Sewer Line VCP Sewer 8" 41 l' 3/00 7680 Townsend Drive Dewatering PO Box 463 Denver,NC 28037 John Butler (704)483-7120 Atlantic Coast Contractors Woodbridge,NJ VCP Sewer 8" 2,666' 3/00 7680 Townsend Drive PO Box 463 Denver,NC 28037 John Butler (704)483-7120 KR Swerdfeger Construction City of Pueble Concrete Sewer a" 762' 01/00 421 E. Industrial Blve. 12" 2,100' Pueblo West,CO 81007 Ray Swerdfeger (719)547-0242 KR Swerdfeger Construction US Air Force Academy Clay Sewer 6" 928 12/99 421 E. Industrial Blvd. 8" 605' Pueblo West,CO 81007 Ray Swerdeger (719)547-0242 KR Swerdfeger Construction City of Loveland Clay Sewer 8" 715' 12/99 421 E.Industrial Blvd. Pueblo West,CO 81007 Ray Swerdeger (719)547-0242 Atlantic Coast Contractors MCAB,Cherry Point VCP Sewer 8" 213' 11/99 7680 Townsend Drive PO Box 463 Denver,NC 28037 John Butler (704)483-7120 Town of Clayton Clayton,IN VCP Sewer 8" 291' 11199 111 E.Kentucky St. Clayton, In 46118 (317)539-2333 Village of Jefferson Village of Jefferson,OH Sewer 8" 2,060' 10/99 27 E.Jefferson Street Ashatubula County Jefferson,OH 44047 Dan Weir (440)576-3941 Atlantic Coast Contractors Iredell County VCP Sewer 15" 198, 10/99 7680 Townsend Drive Staterville,NC PO Box 463 Denver,NC 28037 John Butler (704)483-7120 Atlantic Coast Contractors Town of Colunia Beach VCP Sewer 8" 4,210' 10/99 7680 Townsend Drive 101, 342' PQ Box 463 12" 684' Denver,NC 28037 John Butler (704)483-7120 Gelco Services,Inc. Placer County,OR Sewer 10" 1,292' 10199 2990 Portland Rd Salem,OR 97303 Mr. David R.Phelps (503)364-1199 City of Half Moon Bay Half Moon Bay,CA Sewer 6" 14,380' 10/99 City Hall 8" 2,004' 501 Main Street 10" 322' PO Box 338 12" 2,427' Half Moon Bay,CA 94019 William Smith (415)726-8260 fax(415)726-9389 Safety Kleen Systems Dolton, IL Sewer 6" 315' 10199 1 Brinckman Way Elgin,IL 60123 Robert Schoepke (847)468-2233 fax(847)468-85 10 Kreager Brothers Excavating New Castle Correctional VCP Sewer 10" 942' 10199 PO Box 80187 Facility Ft.Wayne,IN 46898 Pat Meehan (219)437-5290 Jones-Healy Realors VCP Sewer 8" 180' 5/99 C/O Belmont Shopping Center 119 W.61h Street Pueblo,CO 81003 Dan Mollclo (719)545-8181 (719)545-8188 US Air Force Academy VCP Sewer 6" 3828 6/99 8120 Edgerton Dr. 8" USAF Academy,CO 80840 Joe King (719)333-8400 North Washington St. W&S District VCP Sewer 8" 234 4199 3172 E.78"Ave Denver,CO 80229 Alfred Baynes (303)288-6664 fax(303)288-0668 City of Boulder VCP Sewer 8" 3815' 3/99 1739 Broadway,Suite 211 10" PO Box 791 Boulder,CO 80306 Randy Earley (303)441-3266 fax(303)441-4271 Trenchless Construction Services Bainbridge Island Clay Sewer 8" 20P 7199 825 Custer Ave 10'. 487' PO Box 5535 Helena,MT 59604 Robert Peccia (406)447-5030 fax(406)447-5046 Trenchless Construction Services Sandpoint Naval Air Station Clay Sewer 6" 296' 7/99 825 Custer Ave 8" 1563' PO Box 5535 10" 542' Helena,MT 59604 12" 2021' Robert Peccia 15" 228' (406)447-5030 fax(406)447-5046 City of Beverly Hills Various Sewer 6" 3015' 9/99 455 N. Rexford Drive 8" 40,365' Beverly Hills,CA 90210 10" 1910, Robert Beste (310)285-2512 Borough of New Milford Clay Sewer 8" 160' 5/99 93 Borough Hall New Milford,NJ 07649 Michael Grambrone (201)967-8172 fax(201)967-1741 Borough of Haledon Clay Sewer 8" 250' 5/99 407 Belmont Ave Haledon,NJ 07508 Eve Mancuso (201)641-0770 fax(201)641-1831 City of Muncie Walnut Street Sewers Clay Sewer 12" 510' 5150 Kilgore Ave 15" 130' 11/99 Muncie,IN 47304 8" 349' Steve Goodman 101, 310' 9/99 (765)747-4879 Safety Kleen Systems Dalton,IL Clay Process 6" 400' 5/99 1 Brinckman Way Elgin,IL 60123 Robert Schoepke (847)468-2233 fax(847)468-8510 County Sanitation District Arizona Ave Clay Sewer 10" 2231' 6199 Los Angeles County 12" 696' 650 S.Spring St.N 900 Los Angeles,CA 90014 (323)685-5217 Boston Water&Sewer Commission Charlestown,MA Clay Sewer 6" 175' 6/99 425 Summer Street 8" 250' Boston,MA 02210 10" 6400' Mr. Mike Oliveira 12'. 1800' (617)330-9400 15" 1000' 18" 100' City of Morgan Hill Morgan Hill,CA Clay Sewer 6" 300' 3/99 Department of Public Works Morgan Hill,CA (408)776-7318 City of Orlando Orlando,FL Clay Sewer 8" 1621' 4/99 400 S.Orange Ave. Orlando,FL 32801 Mr. Lee Johnson (407)246-3222 Southeast Pipe Survey Tybee Island Clay Sewer 8" 500' 2/99 Williams Street PO Box 477 Patterson,GA 31557 David Herrin(912)647-2847 City of Corona Corona,CA Clay Sewer 8" 371' 2/99 Wastewater Treatment Plant 0 1 1904 Clearwater Dr. Corona,CA 91720 Ernie Perez (909)736-2484 City of North Miami North Miami Beach,FL Clay Sewer 8" 16,000' 1/99 17820 N.W.291h Court N.Miami,FL 33065 Mr.Bill Rothman (305)624-1177 Atlantic Coast Contractors Ft.Myers,VA Clay Sewer 6" 70' 1/99, 7680 Townsend Drive 8" 50, PO Box 463 Denver,NC 28037 John Butler (704)483-7120 Southeast Pipe Survey Toccoa,GA Clay Sewer 8" 378' 1/99 Williams Street PO Box 477 Patterson,GA David Herrin (912)647-2847 Shaw Pipeline San Francisco Concrete Sewer 12" 231' 12/98 425 Monterey Blvd 15" 147' San Francisco,CA 94127 (415)337-0190 Southeast Pipe Survey Greenville,SC Clay Sewer 8" 1027' 12/98 Williams St. 10" 2723' PO Box 477 Patterson,GA 31557 David Herrin (912)647-2847 Metro Washington Airport Authority Washington National Clay Sewer 8" 300' 12/98 Procurement Division 10" 1000' 44 Canal Center Plaza Rm.#301 12" 155' Alexandria,VA 22314 Jeff Peekham (703)417-8667 Clay Sewer 6" 1365' 11/98 Quemetco Inc 10" 7870 W. Morris Street Indianapolis,IN 46231 (317)247-1303 City of Beverly Hills,CA Clay Sewer 6" 676' 11/98 455 N.Rexford Drive 8" 15,053' Beverly Hills,CA 90210 10" 2,542' Rob Besti (310)285-2512 Beta Engineering Westerly,RI Clay Sewer 12" 357' 10/98 6 Blackstone Parkway Lincoln,Rl 02865 Greg Snow (401)333-2382 City of Maitland,FL CMP Drain 12" I50' 10/98 Public Works Dept Lucie Price (407)539-6203 Florida Cities Water Co. FL Clay Sewer 8" 400' 9/98 Sewer Collection Division Doug Young (941)925-3088 City of Melbourne,FL Clay Sewer 10" 258' 9/98 Melbourne,FL 32934 Bob Lyons (321)953-6399 Orange County Orange County Clay Sewer 8" 1600' 8/98 Public Utilities FL Sewer Collection Division William Telpher (407)86-6845 Atlantic Coast Contractors Ft.Belvoir VCP Sewer 6" 212' 10/20/98 7680 Townsend Drive 8" 1500' PO Box 463 Denver,NC 28037 John Butler (704)483-7120 Village of New Paris New Paris Sanitary Sewer VCP Sewer 8" 2600' 11/04/98 PO Box 147 New Paris,OH 45347 Nr,Walter Davies (937)456-8143 Borough of Sharpsville Georgetown Sanitary Sewer VCP Sewer 8" 800' 10/28/98 C/O Winslow Engineering Inc. 1720 Valley View road Hermitage,PA 16148 Larry P.Habarka (412)962-7816 Town of Goffstown West Union Street VCP Sewer 8" 2000' 10/12/98 51 Depot Street Goffstown,NM 03045 Michael Yergeau (603)497-3617 Atlantic Coast Contractors Ft. Meade VCP Sewer 6" 4000' 9/01/98 7680 Townsend Drive PO Box 463 Denver,NC 28037 John Butler (704)483-7120 Wood County Wood Co. VCP Sewer T. 258' 7/98 PO Box 348 1 Courthouse Sq Bowling Green,OH 43402 Dan E. Wickard (419)693-6492 City of Oregon Sylvandale VCP Sewer 10" 320' 7/98 5330 Seaman Road San Sewer Oregon,OH 43616 Michael J.White,P.E. Crestlilne Paving and Excavating Waterville,OH VCP Sewer 8" 2925' 8/98 1913 Nebraska Ave Toledo,OH 43607 Richard M.Hannum (419)878-8108 ETS Liners Inc. Orlando,FL VCP Sewer 8" 80, 4/98 4998 N.Orange Blossom Trail Orlando,FL 32810 Paul Williams (407)298-4545 ALCOA Bettendorf,Iowa Plant Concrete Industrial Sewer 15' 259' 6/98 PO Box 3567 12" 566' Davenport,IA 52808 Dan Bedell (319)388-9466 Atlantic Coast Contractors Ft. Meade,MD VCP Sewer 8" 5000, 4/98 7680 Townsend Drive PO Box 463 Denver,NC 28037 John Butler (704)483-7120 Atlantic Coast Contractors Halifax,NC VCP Sewer 8" 1195' 2/98 7680 Townsend Drive PO Box 463 Denver,NC 28037 John Butler (704)483-7120 Town of White Lakes VCP Sewer 6" 363' 2/98 1815 White Lake Road 8" 186' White Lake,NC 28337 Defense General Special Renovation VCP Sewer 6" 300' 1/98 Supply Center Petersburg Pike Richmond,VA 23219 (804)279-3861 Reid Brothers Sharon School VCP Sewer 8" 188' 11/97 PO Box 158 Charlotte,NC Pineville,NC 28134 City of Watsonville VCP Sewer 6" 1010' 5198 City Hall 8" 1335' 250 Main Street 10" 1517' Watsonville,CA 95076 12" 2443' David Koch (408)728-6049 Don I McMillin Construction Prosser WWTP WA VCP Process 6" 4/98 10411 S.952 P.R. Kennewick,WA 99338 Don McMillin (509)627-7201 Gelco Services Bellingham,WA VCP Sewer 8" 2330' 4/98 PO Box 7716 Salem,OR 97303 Kelly O'Dell (503)364-1199 BRH Garver Inc San Diego,CA VCP Sewer 6" 3000' 6198 6794 Mission George Road San Diego,CA 92120 Mike Arme (619)265-0537 ABC Pipe Cleaning Services Ltd. Victoria Island VCP Sewer 8" 305' 2/98 9564 192n4 Street 10" 328' Surrey BC Canada 12" 649' V4N 3119 Robert Intile (604)888-2618 ATI Jenkins,KY VCP Sewer 8" 2524 1/98 800 Corporate Drive#210 Lexington,KY 40503 Robert Garland (606)224-1200 City of New London N. Main Street VCP Sewer 8" 110' 12/97 115 E.Main Street New London,OH 44051 John Cahpin (419)9294091 Ceccanti Inc. McCord AFB Concrete Sewer 8" 23850' 1/98 PO Box 39 10" 1890, Spanaway,WA 98387 12" 3950' Dennis Smith (253)637-2990 City of Shaker Heights Sanitary Sewer Rehab Clay Sewer 8" 3000' 3/98 3400 Lee Road Northeast Quandrant 10" 400' Shaker Heights,OH 44120 12" 1200' John Bush Burgess&Niple (216)354-9700 City of Greenville Sanitary Sewer Rehab Phase II Clay Sewer 8" 2908' 11/97 100 Public Square 10" 1310' Greenville,OH 45331 15" 1264' Steve Nixon,P.E. (937)548-2550 Atlantic Coast Contractors Cara Wind Amusement Park Clay Sewer 8" 330' 7/97 7680 Townsend Drive PO Box 463 Denver,NC 28037 John Butler (704)483-7120 City of Xenia,OH Xenia,OH VCP Sewer 8" 749' 7/97 101 N Detroit Street Xenia,OH 45385 Charles E. Leonard (937)376-7267 Atlantic Coast Contractors Ft. Belvoir VCP Sewer 6" 1800' 7197 7680 Townsend Drive Concrete 8" 13800' PO Box 463 10" 5000' Denver,NC 28037 John Butler (704)483-7120 City of Delaware Delaware Clay Sewer 8" 300' 6/97 ISouth Sandusky St Delaware,OH 43015 Gene Rigby (614)363-9405 Atlantic Coast Contractors Shaw AFB,SC Clay Sewer 6" 174' 8/97 7680 Townsend Drive 8" 4800' PO Box 463 10" 600' Denver,NC 28037 John Butler (704)483-7120 City of Delaware Bid No.2296 VCP Sewer W. 5090' 4/97 1 South Sandusky St Delaware,OH 43015 Gene Rigby (614)363-9405 City of Kalamazoo Bid Rdf.955-67-004 VCP Sewer 8" 2550' 2/97 Public Services Dept 10" 331' Water Division 415 Stockbridge Ave Kalamazoo,MI 49001 Frank Szopo (616)337-8788 Mitchell&Stark Haubstadt,IN VCP Sewer 8" 757' 1/97 Leon Pottschmidt 10" 375' Town of Vienna,VA IFB 97-06 Concrete Sewer 8" 500' 1/97 127 Center St.South Vienna,VA 22180 John Stockton Director of Public Works (703)255-6300 West Carrollton Ohio West Carrollton,OH Clay Sewer 8" 5500' 3/97 300 E.Central Ave West Carrollton,OH 45449 Rick Taylor (513)859-5184 Allen County Ohio Lima,OH Concrete Sewer 8" 5085' 10196 Sanitary Engineering Dept 10" 2400' 204 N. Main St.,#301 Lima,OH 45801 Bill Horvath (419)331-6080 Atlantic Coast Contractors Morganton,NC Clay Sewer 8" 415' 1/97 7680 Townsend Drive 10" 106' PO Box 463 Denver,NC 28037 John Butler (704)483-7120 a Town of Vienna,VA IFI3 96-12 Concrete Sewer 8" 2750' 5/96 127 Center St. South Vienna,VA 22180 John Stockton Director of Public Works (703)255-6380 City of Dayton,OH Alley West of North Main St. Clay Sewer 8" 330' 9/95 Department of Public Works City Hall 101 W.3"Street Dayton,OH 45402 Joseph R.Weinel (937)333-3333 City of Indianapolis,IN Bridgeport Pipeline Clay Sewer 8' 340' 8/95 Dept of Capital Asset Mgmt. Demonstration Project t0' 320' 604 N Sherman Dr 12' 300' Indpls.,IN 46201 John Morgan (317)327-4622 1 CITY OF HUNTINGTON BEACH 2004 MAIN STREET CALIFORNIA 92648 OFFICE OF THE CITY CLERK CONNIE BROCKWAY CITY CLERK July 2, 2003 To: RePipe-- California, Inc. DBA PPR 2615 S. Rousselle St., Santa Ana, CA 92707 Enclosed please find your original bid bond issued by The Insurance Company of The State.of Pennsylvania for Miscellaneous Sewer Linings Project Phase II. Connie Brockway, CIVIC City Clerk Enclosure g:lfoilowuplcashcontlretum bidbond.doc (Telephone: 714-53"227) THE AMEAAN INSTITUTE E T�7TE OF ARCHITECTS AIA Document A310 Bid Bond KNOW ALL MEN BY THESE PRESENTS, that we RePipe-California, Inc. DBA PPR, 2615 S. Rousselle St., Santa Ana, CA 92707 (Here insert full name and address or legal title of Cor_-actor) as Principal, hereinafter called the Principal, and The insurance Company of the State of Pennsylvania (Here insert full name and address or legal title cf S-re:y) a corporation duly organized under the laws of the State of Pennsylvania as Surety, hereinafter called the Surety, are held and firmly bound unto City of Huntington Beach (Here insert tulr name and address or legs=title of ou-sr) as Obligee, hereinafter called the Obligee, in the sum of Ten Percent of Amount Bid Dollars ($10% ), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns,jointly and severally, .firmly by these presents. WHEREAS, the Principal-has submitted a bid for Miscellaneous Sewer Lining Project Phase li, Huntington Beach, CA (Hera insert full name address and description of prQed) NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance.of such contract and far the prompt payment of labor and material furnished in the prosecution thereof,or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in Good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 22nd day of April 20 e.Ca1Jf 0 Si g y R g �Q, vgkP •• ��., RePipe -Californ nc. DBA PPR SEAL rn: (Principal) 002 0 (witness) (Titre) The Insurance/ompany of the State of Pennsylvania (Surety) (lea$ Hess) L z AeA 4 Z ieghn Dombrowski,Attorney-ln-Fact AIA DOCUMENT A310 - BID BOND - AIA C - FEBRUARY 1970 EO-THE AMERICAN INSTITUTE OF ARCHITECTS,1735 N-Y.AVE..N.W., WASHINGTON.D.C.20006 State of Connecticut } } County of Hartford } On this 22nd day of April 2003 before me personally Joann Dombrowski to me known, who being by me duly sworn did depose and say that he/she is the Attorney-in-Fact of The Insurance Company of the State of Pennsylvania the corporation described in and which executed the above instrument; that he/she knows the seal of said corporation, and that he/she signed his/her name thereto by like order. Notary Public Hartford County My Commission Expires: 9/30/2005 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California ss. County of ® IQ I _On before me /II le is fiWo h � _ 1 Date ��� J�Vs a and Trle o'C"icar!e.g..-Jane Oce.Vc:ary P�e : personally appeared • Norms!o's-g •isi .tCpersonally known to me proved to me on the basis of satisfactory evidence to be the qgig ) whose�i scare subscribed to the within instrument and acknowledged to me that Ahe/they executed the same in i er/their authorized ANNEITE L ENKHORN clapace ies), an that by dj0heriftheir Corrtmissw#1257782 gnatur )on the instrument thedgrs s , or N1oUxy P Lbk-Coiifmia a entity upon behalf of which t perso s) Orange County acted, executed the instrument. �C.>cerrr.��Mor23� WIT S y h ffi ial I. x Signari re a-Noary Pr.o C 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 this fort 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 Signer's Name: = Individual I -oo o•:%r-r re Corporate Officer—Title(s): Partner—- Limited --General Attorney-in-Fact - Trustee - Guardian or Conservator Other: Signer Is Representing: 0 1999 Nationai Notary Asaoeiation•9350 Do Solo a-9.P.O.BCa 2402•Chetswanh.CA 9 t 313.2402•,n+rw nationalMtary org Proa.No.5907 Reercee Cal Toll-Free 1-800-876-6827 The Insurance Company of the of Pennsylvania i POWER OF ATTORNEY Principal Bond Office:70 Pine Street,New YoFrN.Y. 10270 4 No.48-B-23671 KNOW ALL MEN BY THESE PRESENTS: That The Insurance Company of the State of Pennsylvania,a Pennsylvania corporation, does hereby appoint ---Russell Canterbury,Joann Dombrowski,John B.O'Keefe,Patricia K.Pikor,Virginia R.Martin: of Hartford,Connecticut--- its true and lawful Attomey(s)-in-Fact, with full authority to execute on its behalf bonds, undertakings, recognizances and other contracts of indemnity and writings obligatory in the nature thereof, issued in the course of its business,and to bind the company thereby. IN WITNESS WHEREOF,The Insurance Company of the State of Pennsylvania has executed these presents this 19th day of April,2002 Mich el C. F y, Vice Pres ent STATE OF NEW YORK } COUNTY OF NEW YORK)ss. On this 19th day of April, 2002 before me came the above named oilicer of The Insurance Company of the State of Pennsylvania, to me personally known to be the individual and DOROTHY L.PARKEt1 officer described herein, and acknowledged that he executed the Notary Pub 01PAaateoiNewYoA foregoing instrumenti and affixed the seal of said corporation Qualified n Rdmond County thereto by authority of his office. commission Expires June 25.¢� CERTIFICATE Excerpts of Resolution adopted by the Board of Directors of The Insurance Company of the State of Pennsylvania,on May 18, 1976: "RESOLVED, that the Chairman of the Board, the President, or any Vice President be, and hereby is, authorized to appoint Attorneys-in-Fact to represent and act for and bn behalf of the Company to execute bonds, undertakings, recognizances and other contracts of indemnity and writings obligatory in the nature thereof,and to attach thereto the corporate seal of the Company, in-the transaction of its surety business, "RESOLVED,that the signatures and attestations of such officers and the seal of the Company may be affixed to any such Power 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 valid and binding upon the Company when so affixed with respect to any bond,undertaking, recognizance or other contract of indemnity or writing obligatory in the nature thereof, "RESOLVED, that any such Attorney-in-Fact delivering a secretarial certification that the foregoing resolutions still be in effect may insert in such certification the date thereof,said date to be not later than the date of delivery thereof by such Attorney-in-Fact." I, Elizabeth M. Tuck, Secretary of The Insurance Company of the State of Pennsylvania, do hereby certify that the foregoing excerpts of Resolution adopted by the Board of Directors of this corporation, and the Power of Attomey issued pursuant thereto, are true and correct, and that both the Resolution and the Power of Attorney are in full force and effect. IN WITNESS WHEREOF,I have hereunto set my hand and affixed the facsimile seal of the corporation this 22nd day of April ;2003 Elizabeth M.Tuck, Secretary 23231, (4199) N° 2535 STATE OF CALWORNIA SPAR' 'N `�' � ::I iT LANCE::. SAN FRANCISCO AKWDRD Certificate of .Autiorit)r `Tttn Is Yo QmTn7yr,That,�argrrarit to the IngsranCV Cod0 Of I/M State of California, THE INSURANCE COMPANY OF THE.STATE OF PNWN YLVANIA. • ' .af PjiII,ADEI,P}LxA.; I'EliNSYt�`VAL�tIk .. .. ,orgdnlssd t<rrder the . 7awi o f FNNSXLVAN]R ;subject to its Articles of Incorperdtlon or, other fteildameogal osganlzdtioual dacrcnrerrtr,is hereby autbaria;ed to trar:sact tylthln this State,srcbjeet 14.41 provhlorss of Mix Crrtlficalt,the followirig:chisms of hunrance:• FIRE, MARIVESURETY, DISABILITY,%PLAc!'IP. QLA8$ I,IADXI.I`Y, WDRItMEN r 3 COMPZMATION, COI�iMOf! CAI3R7:EF{ LIABI=WY,.:'B0U2R•AND•: MdHX RY, BURGLARY, CRBDY'Tt SPRINKMI TEAM. AND VEMCLE, AiFi%OBI=,, AIRCRAFT alid MISCELLANEOUS as frith daues are now ar v,sy&rrafter be defined hs'sbe.b xrouct Law;of-lhr.State of California. Tits CcatrsFt;, rT- h expressly c6ndlfianed upon-she kinder 6'teoj riorri Oid bmaf ler Bahr f.in full; .. •coniplinrice witb all,-ariil,hr f in vialatimi-of R►ry,of ►Ap iCablr jastis:and lafafirl regnlrrvopit mode cruder axtfiorlty of'l15e laryr of Wir State o Cr1l}orf:la a4 long'ir ulch'lows or re&ireinents are,hs.effrct and ep f,lic afifc,auJ as srccb ldwi and rtrl�ciren�elrlls imparef or ar y�hertdf t r be cbdirged or amended. w wirriaasWsumo>r,cfectitieasof the 6TH y - • • . • • • . .-. uf_� _ .,_ ?? �l1gX..._................,�I9-��.,-I6ave.lrrrerittto set trry,fraird acid caused voy o,�cltl seal tn;'ht irffl d lbfs.._�'�'H._..._. .day u}.. .:..:FfFiIA►EiX.... .._. ...._., 19. _. RICHARD.S, .L, RODDIS . - By JOHt+I_ FA> t ayerr No Qudifxatiaa Mlth Le Secnra'ry of Sgee mart be.secomplphed-a nquired by the CelifotW&.0 rporat6na Coda pra aptly Z. after Itnttttee of thi:,Cardf cati of AidmiAty,Pll kp to do iA will-be s i►loluWn of Ina.Cede loc.701 ead vKH ba>tauadi for niatice t!w`Cariifiaen.af/�utFwrlgr purWira.to the co.enaati eaada is the applleatiort.ehettlor utd.the Condldoar. - eontelaid beerin: - - - rover CFa - - - _.pw.i.e hu to sop m Ni Thq Insurance CompanA the State of Pennsylvania Executive Offices 70 Pine Street New York NY 10270 FINANCIAL STATEMENT as of DECEMBER 31, 2001 ASSETS LIABILITIES Bonds................................................... $ 140,753,603 Reserve for Lasses and Loss Expense $ 633,161,814 Stocks................................................... 776,139,601 Reserve for Unearned Premiums........ 266.136,507 Collateral Loans....................................... - Reserve for Expenses,Taxes, Cash&Short-Term Investments................. 12,749,619 Licenses and Fees...................... 4.688,723 Agents'Balances or Uncollected Premiums... 159,337,202 Provision for Reinsurance................. 46,819,612 Funds Held by Ceding Reinsurers............... 90.994,332 Funds Held Under Reinsurance Reinsurance Recoverable on Loss Payments 152,836,494 Treaties................................... 123.109,665 Equities&Deposits in Pools&Associations. 24,481.382 Other Liabilities.............................. 97,237.055 Other Admitted Assets.............................. 605,571,969 Capital Stock................................. 5,005,500 Surplus........................................ 786,705,326 TOTAL POLICYHOLDERS' TOTAL ASSETS ........................ $ 1,962,864,202 SURPLUS..,................................. 791.710,826 TOTAL LIABILITIES AND POLICYHOLDERS'SURPLUS......... $ 1,962,864.202 Bonds and stocks are valued in accordance with the basis adopted by the National Association of Insurance Commissioners. Securities carried at 5 86,356.705 in the above statement are deposited as required by law. CERTIFICATE Kristian P. Moor, President and Robert J. Beier, Comptroller of Insurance Company of the State of Pennsylvania being duly sworn each for himself, deposes and says that they are above described officers of the said Company and that on the 31st day of December, 2001, the Company actually possessed the assets set forth in the foregoing policyholders and creditors, except as hereinbefore indicated, and that the foregoing statement is correct exhibit of such assets and liabilities of said Company on the 31st day of December, 2001, according to the best of their information, knowledge and belief respectively. /-9 President Comptroll STATE OF NEW YORK COUNTY OF NEW YORK SS.: On this 14°i Day of March,2002,before me came the above named officers of Insurance Company of the State of Pennsylvania to me known to be the individuals and officers described herein,and acknowledge that they executed the foregoing instrument and affixed the seal of said corporation thereto by authority cf thei office. 31077(3100) Notary Pubpc,SW9 of Newel�Ycwk --No,01SC5053WM Gluatitied Ir<t0ttgs Coultht ComtNmian FxWbs Dec.11,2006 FEB 19 2003 15 : 0Q FR SURETY DEPT . TO 918667270729 P . 01 /( POLICYHOLDER DISCLOSURE STATEMENT UNDER TERRORISM RISK INSURANCE ACT OF 2002 In accordance with the Terrorism Risk Insurance Act of 2002 (the "Act"), we are providing this disclosure notice for bonds for which a member company of the American International Companies is the surety. `"Terrorism"is defined in the Act as an act certified by the Secretary of the Treasury (i) to be an act of terrorism, (ii)to be a violent act or an act that is dangerous to (A) human life; (B) property or (C) infrastructure, (iii) to have resulted in damage within the United States, or outside of the United States in case of an air carrier or vessel or the premises of a U.S. mission and (iv) to have been committed by an individual or individuals acting on behalf of any foreign person or foreign interest, as part of an effort to coerce the civilian population of the United States or to influence the policy or affect the conduct of the United States Government by coercion. You should read the Act for a compete description of its cowrage. The Secretary's decision to certify or nor'to-certify an event as an Act of Terrorism and thus covered by this law is final and not subject to review. There is a$100 billion dollar annual cap on all losses resulting from Acts of Terrorism above which no coverage will be provided under this policy and under the Act unless Congress makes some other determination. For your information, coverage provided by this policy for losses caused by an Act of Terrorism may be partially reimbursed by the United States under a formula established by the Act. Under this formula the United States pays 90% of terrorism losses covered by this law exceeding a statutorily established deductible that must be mot by the insurer, and which deductible is based on a percentage of the insurer's direct earned premiums for the year proceeding the Act of Terrorism. Acts of Terrorism are not excluded from any surety bonds issued on your behalf and your charge for Terrorism coverage is 0% of what would have been your final premium. IWFORCFJWrrH EXCLUSION I.4:..- - 'ell, g, - - .6 " .ILAW - .- �W ,�,-,,.r w -� " ..� -wee ,m, -*w, ..� -.zm .. ..1, - � 4A.,:; " , " * " , I " — �� -, ., ,i N2 m-P-�,�,�-, 5 , . . 1 M" �-"50e't,O�� MM, _2; aM . �,,�, . "- w; " .. ,*� �. a �!! �,ngm. �..gm� . '.. ..1 t.,, r�-C C,, ,:Jr it.. z � . - ,gt,�a , z � �Wlllrp �� t � - ., I ;N A -MW ,��,;;§� ffl ARM' i, , .-I 9LU,_-3l-71i . L*�.�O. JOXMI'l . 11 � �s'� "s*13 ) ;� - .W� ;: W,. ,; MI- - I -,V � ���,X . . .� ;; ! -- -tr -11�� 1p'w" ,�.,,-", - RIO ",4 , .- , , , - . I , gi , .: " , ,,I., " , , -_ " , ., rl%l �1_ - - , 1�2s.� � -A; 4w- n'�r -qggg-. i'RYOY - % - I4 7 ,� , ', 61 " ..� , - I -----,t-,mi 3. Xt . . .4 ;5" R 4n, . ,p img .� ► )ORAI�?.RV` 0- _T 11 r . ,�i.'M =:�qr",7`1$4, i- A -" , T`4. 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I.; -"'A.�t , — ,,... =..%�-- I . . . . i I . . . . . . t . � i SECTION C PROPOSAL for the MISCELLANEOUS SEWER LINING PROJECT PHASE Ii Within 15 sub areas of the City of Huntington Beach CASH CONTRACT No. 1202 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 famish 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 85 worldng.clays, including material delivery, 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 events 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 A h,A 6 n A in the amount of S 10\0 a ConWhich 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", as the case may be). Bidder shall signify receipt of all Addenda here, if any: Addenda 1Yo:: _ ate.Received. B` der's Si inure O C-2 *PROJECT BID SCHEDULE • .................... . ... .................... T- te—im- TE�Ti wi ... ... t .. ........... ......... .. .. ........ No.. Qruaxttt> ..... ...... .. . . .............W.Ktte... .... .. ....... ...... Mobilization of equipment&materials. lump sum @—THREE THOUSAND Dollars $3,000.00 S3.000.QQ No, Cents Per lump sum 2 1 Traffic Control per Specs. lump sum @ FOUR THOUSAND TWO HUNDRED F[FrY Dollars S4,250-00 $4,250.00 No Cents Per lump sum 3 1 Demobilization of equipment&materials. lump sum @ THREE THOUSAND Dollars S3,000-00 S3.000.00 Per lump surn NO Cents 4 18724 Line 8"host pipe per Specs. 11. @ Dollars S 13? Liq 1)4 S JC Cents Per Lf. 5 310 Line 10"host pipe per Specs. @ Dollars -10 D cents Per IS 6 577 Line 12"host pipe per Specs. Lf. @ Dollars TD e-vi Cents Per IS 7 458 Re-open service lateral per Specs. ea. @ Q.e- HunAveA Dollars $ 100 S LI 5, 01 � C) Cents Per ea 8 40 Grind protruding lateral per City requirements. ea. @ Orle Hon(AYX_-8 - 5CVe.,jX Dollars $ 1.831, J I S&Venty - z-&j�+_ Cents Per ea. 9 162 Point repair host pipe per Detail(Up to 5.5-ft.deep) 11 @ 4,4(baars 14� 6-?1/, f —suevAy - seycvk Cents Per 11. ' 10 306 Point repair host pipe per Detail(5.5 up to 10.5-ft.deep) lk+ 1.E @ nrae_ guyt�,re_6 IjeJx- offs $ 132�'1 $1,00, N Cents Per 11. - •PROJECT BID SCHEDULE• . ... tern... .. ....Mat : ................. ............................. ......... Ex...t..e.n...d..ed:]::. .. .. ... ............. No Qtat1 .nit J, 11 72 Point repair host pipe per Detail(10.5 up to 15-ft.deep) @ V.,v e- Ho nA re X I e g o4L s q$ llar F,_ 6� Cents IPer If 12 5 Remove&Replace Clean-Out per specs. ea. Okfee- r1ou-sma TW - j,\X Dollars S,3C)D:5, $ I Zj;)q, q L Y F.-!4 I,jr- Cents Per ea. f 1) 13 @ Dollars S Cents Per 14 @ Dollars Cents Per 15 @ Dollars $ S Cents Per Total Total Amount Bid in Figures: -7 5-Z . ToaAm....o...u....n...t...B.....i..d...........W......ords...:. S...e...y...c....p A fc.6... i . -. ......IV ne ..... ......... .. 5even4 - one can A- Sevens C-efti 5 IkST OF SUBCONTRACTORP 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 and the portion of the work to be done by such subcontractor. P.artion :' Name and Address of Subcontractor :State License Elass Work':Nurib�r dean, n n e 86363g y(0)-r &az; 15+ G a ;Y• Oar 7 13 !4 a'9 u 1 Guraer+w Ave. 5; 90 By submission of this proposal, the Bidder certifies: 1. That they are 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. •ONCOLLUSION AFFIDAV119 TO HE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ss. County of Orange 3L,y Kent; , being first duly sworn, deposes and says that he or she is Of _ 0"Q.'Dr- L'cf 1:'r 3a"C' 1. iffie party making the foregoing bid that thi 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 of 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 Bid Jt-P. Address of Bidder Subscribed and sworn to before me this �Aay of , 200 -3 ANNEI-PLL. ENKHORN Commission# 125 Notary Pudic -Call a ft Orange Courtly M1►Canrn.E�itsAA��� NOTARY PUBLI NOTARY SEAL 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 MISCELLANEOUS SEWER LAVING PROTECT, PHASE II; CC- 1202, (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. C- Contractor C-1-e n efp Title Date: C-5 DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 14310.5, the Bidder shall complete, under penalty of perjury, the following questionnaire. QUESTIO-INNAIRE 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 Ei No If the answer is yes, explain the circumstances in the space provided. Nate. This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. 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 By Title Date: L/ C-7 UNDERGROUND SERVICE ALERT IDENTIFICATION NUMBER (To be completed only by the awarded Contractor prior to excavation) No excavation will be permitted until this form is completed and returned to the AGENCY. Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a Permit to Excavate will be valid. To obtain a Dig Alert Identification Number, call Underground Service Alert at 1-800-4224133 a minimum of two working days before scheduled excavation. Dig Alert Identification Number: Contractor By Title Date: ��/C? a /D 3 Note: This form is required for every Dig Alert Identification Number issued by U.S.A. during the course of the Work. Additional forms may be obtained from the AGENCY upon request. C-S O BMDER°S INIFORIMATIOIN BIDDER certifies that the following information is true and correct: Bidder Name _a1o1S - S)Joussdle. S� . Business Address - nla An o., City, State zip Telephone Number ) s State Contractor's License No. and Class IO I3 ! /,o �A Original Date Issued Zo Expiration Date The work site was inspected by�a,:e vt of our office on _Ac LL I , 200-3. The following are persons, firms, and corporations having a principal interest in this proposal: C aLZM n I n C r� - See re ar v kea�; n G ` Gef-►er��t�n a�e�/V.P � V e� - i,re gs,5re-ic_ C-9 The undersigned is re ar�to satisfy the Council of the 'City of Allington Beach of its� p P fY tYability, financially or otherwise, to perform the contract for the proposed work and improvements in accordance with the plans and specifications set forth. Company Name Signature of Bi er Printed 6typed Signature Subscribed and sworn to before me this day of r , 2003. ANNERE L. ENKHORN Commission# i2pM Notary Public-CalffpNp orange County NOTARY PLBLI "��°"'"' ^'�""m^�- NOTARY SEAL Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past two years: 1. Cr C - 1(o a: Nlon Name and Address of Public Agency Name and Telephone No. of Project Manager: L2�n:a- C� �;d (310� Contract Amount Type of Work Date Completed of . k - ;)7s F Q ve_ Ave. ,�sc6,n k [A q J510 Name and Address of Public Agency Name and Telephone No. of Project Manager: PnAncy A n A e.r_S O n Contract Amount Type of Work Date Completed Cioo So. ;7re,-on-1. AVC Name and Address &Public Agency ► fn brN, C A q I? 3 Name and Telephone No. of Project Manager: e k h U_- C (tea LD 9A"R - 3 3o 9 5? a. Sewff a00 I Contract Amount Type of Work Date Completed C-10 The following information must be returned with the bit! Bidder's name: fe P p e- C} , Bidder's address: alms j 5, RnuSSe-i i e. S+. ,'3a Phone number: Olq) qag _ ys;s Fax number: (- iq) yam,-qui rt Pipeline rehabilitation process (trade name) bid: GeICQ C,,,Y-eA in Q[aee P AA (Choose only one per Section B- "Instructions to Bidders"#12) Attach a letter to this sheet from the manufacturer stating that: 1. The installer(bidder) listed above is factory licensed and trained. 2. SDR thickness supplied (minimum thickness SDR 35) 3. Have the ability and will supply the necessary amount of material within the construction time frame. List of three certified laboratories that can perform the required ASTM testing. Laboratory number 1: Name: GCM L O'f eJo-r; c� Cs Address: 3?Rz F �a4}� fir. An4�+e;m Cl9 `1aSb7 Telephone number: (�jj q) 1030 Contact person: Sez.-M Soa n so n Laboratory number 2: Name: �a rn fe CS+,n c, LA bs Address: I g J 0 9 D Telephone number: (-Z3) (P 33 _ y$ a Contact person: 5fe.Ve Laboratory number 3: Name: Rc,d Co- _ Address: 3 F -- + 5f. Lei n ea OAS Telephone number: (24 Contact person: C-11 a 2603 City of Huntington Beach BY=--- ---- ---- Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER ONE For Miscelaneous Sewer LI_ nina Protect Phase 11 CC- '1202 April 3, 2003 Notice To All Bidders: This addendum is hereby made a part of the contract documents to the same extent as though it were originally included therein. Please note the following revision to the Project Plans, Specifications, and Technical Provisions: The attached sheet 12 of 12 revised and issued this date hereby replaces sheet 12 of 12 of Appendix A— Project Location Map(s) and Point Repair Detail. This modification does not change the Engineers Estimate, Bid Schedule or the Bid Opening date/time for this project. This is to acknowledge receipt and review of Addendum Number one, dated April 3. 2003. "e L Company dame By to Date All bidders must acknowledge the receipt of this Addendum with your bid proposal. Should you have any questions regarding this Addendum, please call Steve Krieger at(714) 536- 5259. f y 4 Line size Lineal Feet Laterals Avg.Depth Line Size Lineal Feet Laterals Avg.Depth L1 8' 336 7 5' L34 8' 391 4 8' L2 8' 263 9 r 6' L35' 8' 159 4 7' L3 8' 260 6 6' L36 8" 333 11 5' L4' 12' 255 0 12' L37 8" 214 6 3' L5' 10' 310 2 6' L38 8" 308 10 3' L64 8' 310 1 6' L39 8" 313 0 4' L7' 8' 333 5 8' L40' 8" 319 0 5' 1.8' 8" 399 5 8' L414 8" 261 5 6' L9' 8" 321 6 8' L42 8" 209 3 4' 00 8" 307 6 10' L43 8" 131 5 6' Lit' 8" 307 6 10' 044 8" 288 8 7' LIZ' 8' 222 4 13' L45 8" 257 7 8' L13' 8" ass 6 6' L46' 8" 234 6 IT L14' 8' 265 2 12' 1-47 8" 222 10 7' L15' B" 255 9 1 5' L48 8" 242 12 6' 1.16' B" 105 S 6' L49 8" 322 10 10. L17' 8" 255 8 5' L50 8" 257 7 7' L18 B" 306 10 S. L51 12" 261 5 5' L19' 8" 303 11 5' L52' 8' 296 8 6' L20' 8" 293 6 4' L53' 8" 327 10 81 L21 8' 293 5 4' L54 8" 365 15 6' L22' 8" 351 4 5' L55• 8" 250 7 6' L23 8" 334 10 5' L56' 8" 353 14 6' L24 8" 350 12 5' L57 all 319 1 8' L25 8" 120 5 4' L58 B" 313 10 8' L26 8" 266 7 4' L59" 8" 249 B 6' L27' 1 8" 21,2 8 4' L60 8" 261 6 6' L28' 8" 267 6 6' L61 8" 276 6 6' L29 B. 332 12 5' L62 8" 28fi 6 8' L30 8" 261 7 5' L63' 8" 324 5 8' L31 B. 262 6 10' L64 8" 111 2 7' L32. 8' 316 10 10' LSS' 8" 164 3 5' 1.33 8' 230 6 8' L6881 2 0 5 5" L 67• 8. 160 3 5' Line Size Lineal Feet Laterals Avg. Depth 000 12.. 61 1 6' L 101" 8" 216 3 5' L 102 8" 351 11 7' L 103 8' 134 0 13' L 104 8" 315 4 7' L 105 8" 247 5 10' Note- '- DENOTES POINT REPAIR IN ADDRION TO LINING. LINE SEGMENT TABLE .� MISCELLANEOUS SEINER LINING - PHASE II CITY OF HUNTINGTON REACH 12 OF 12 DEPARTMENT OF PUBLIC WORKS REV: 4/3/03 04/22/2003 Tt.E. 13: 12 FAX 12.166561905) APPLIED FELTS 00`F LIED FELTS. April 22, 2003 RePipe California 2615 South Rousselle St. Santa Anna, CA 92707 To Whom It May Concern- RePipe-California is an authorized installer of Applied Felts CIPP tube. Sincere Walter C. Mattox General Manager Applied FaIm Inc., 450 CbRgF give, Mu4nnille,VA 24112; Td.(276)656.1904; Fax(276)656-1909 E-mail. appliedrelt9timbancl.emn 1 April 22, 2003 City of Huntington Beach, California PPR (rePipe California, Inc.) Project The attached calculations for design thickness were calculated with the physical properties provided for"Fully Deteriorated Gravity Pipe Conditions." And the proposed thickness includes the minimum 15% extra thickness specified for this project. The results are summarized as follows for the Nominal ID of the original pipe in inches: Nominal ID of Pie Design Thickness inches Proposed Thickness Inches 8" 0.1895 0.236 10" 0.1935 0.236 12" 0.2322 0.295 l 5" 0.2903 1 0.354 QRO F E S S/0N Walter K. Shioji, PE � 4�R K. S 41le m No. 21475 i=x�R� 9/go1�oc�S Jj CIO- ATE 0} • 0 City of Huntington Beach Sanitary Sewer Rehab.—8" C]PP Liner Design Thickness- .1895"=4.8133mm Proposed Thickness—6 mm OIJGK ING N7 S 1 u Irdow ! V- '� f !?ES/6JV .ifllh�fTEH IIF ]}iEF �IlUF;.; ® 1 , • �f f�F 'a , I Ce rrP t�"Ili ! I,�a C ulll Hey ht iifrEover° FI ph 'JITI r I, 20.0000 '''t I I lie�alcJ Is19nV II rn 111, l 1 n I I lfll�r :'I!4- II't 15,,�1!lll'•r�l i1�H� FFErght'oj GiouridriialeF`[Ft]1 rF,r �Ilj,!rJ rHJ;,75.D000 :IrS[.11� , ti rFt!1N rbStBy on Lop .. L. .- .... ............ Factor of SaFetyEAgainstIQUgkfing;[]„�7 '!,I,N 12' I 00001i `, !APPLICABLE'OESIGNiFUFIMLlt'A S 'lk.. -!xlii -,il€!�f I „ 11715 i' I I F Mean InxrdnlDFa of Oiig F?kpe,[in]r =1h 1vD B 0000 Modulus;aF So+I;Heactkon[psk];7F��+ 'I h i'E' 1000 000F II 9#— 132Rw$'Es4 E—�s�J { L b 0tialily"oF©ngmaL P!pe;[Xlin lard.!rrr:.. .l'1r?:!.1.9 I I 2 000D`� I 1 CeeFFFclent of£lashc Suppoct,iin'Ibb +,$"`' :,0 d7041' rhr J fry tFpp.; j'ri a'Il�rll[ ;�n !!!li! J Y, 4 =11+'III I'Fit JK ll rhfu! 0 vallty'ReductFon Factor .0- 358 i li �f'' !r; 1 -:. + Total Extem al!F'ressuie iP$Fl I I lllifllf I igt: t�g I)217' iFIS Water Buoyancp Factor[] Ilr�h!!du'I!INI' R t0-7525'! �'I a 411.14j�r IJr j1'J''>�f'IJkl ��t'�!'il�j R4 F�rhlFrt l�,llst' i,I,i`�ii�r.'d F'h ,Irri,, l,h+,i irl h't�l�+ Irn,,l�I r4W Ill'Qltl!-rrF,Jl1 f J!uF•4se11•,1P rl F t r ,rll rr r J•� t,,, I''r "' - ," '1 ''- ' " - 1 - .- !I Or Ah y�+! --1 y 1j1#1'''�Si�'I,L'i it3�] F•t1 SI `'141 I] I+1- I I r 'H, r 1 f �_I`1 r - I ,-'-Ys -, - I I �C!4 �Ilt 4J. Ir)rl r -- A� - il�rrrn.r,Flx,.? :I '"r:,s_.t; r,.FI DESI6H.f" ArETFf31:; ',":"fir_ REF f//T Initial Fleiiri'ral;Modulus'bF Elaaticity;[pai];,,° , ': 325000 „ LoiidjiiiinlFlex:'Mod 6flElssti6ily;[0ii],;,;d:,``.:'r:r ;;Ei, 162500 , r h : Mnmerit oF:lneihallor;Buckling[in�dlini,4�,.;. n �..' 0.000557 l ! 9-[P 1 'i ttmYJ,. 422 y- r r' s�k t 4•r FAimrnum SQFt',Itr Meet Bucklrn sF 1� .Ff, n, SDR . l . Minimum"7fiickneas'b'M eet'Bdckhngi[P:r+" ',I ,V.41 0.1895 t I,I,. ', .' "I 1tIG'r rm rr�i!I!,Irr gll�r:r '��• +rl�glll•' r i=-- I I I I 1 1 rr IA �, Ft r 4 I h; - ,• + ;r 9 Jn I r I_ 1 q�t- 11f •frU� I,!Ir 14 'xr,+ F q' r 1 �' r,II - r,u `r!!I r Fi+ - f'l'} ''iil -'fl yl•r'r 111 f(( ' 1 I- by ,rP •I l jrl•' - I r•�!-,_ II MIJr --�,,'I!IIJ'';-� 'rl -r. ,I 1'„i. dl'fir 'rar` , „- r aru _-Idr - I I I'E {fir re fr I rr 'd Ihf r it fi 1 hy,, t I, r 11- •,!G l rllrgr,[: rr JNry ,I. 'I -1 I r- I I r, - a ;I;� I�F(, ,Irl ! -I 7!'IJI,I !1 k r d f I �'1•J'#rL li 'r;,` ,d- it F `' d• �.I rlu F fit 'I- ��t1 II f Ir^I[j:1 Ir __ frl,-t�l+r'-i-'�•'- q 11�'114,-i- _'�! if I, r plr pI,�,Iq v 'Jjj'( I{ +_h'�,!' -1ry�i�I i tl'!r!�^M1'W d-!i II,IJ_- - I II�',�I .�n r! r•,f• Ill I,.y<r,4I !f!, -.S l -r -.,� Il,lr :.�11 .i - -I�!lar-I.F ,I�,1+1�•I rll 1I': { Fi I eE;' rI II(.t Ik4-t II'II'f- Is�� '-I�lfllll E,G III.i-.1'1 Slit: 1.F•{I.rllr, rf '., .>_.�,�fi;s::1,N:.:;:.1 ,:r;,•r;yl:r•!4,!ht:,, ':'1lf�'".+,:9:_l."�f'.r,.::,ar.,:r."'!�'. I;I„-aEr f�lr:�..•,�3:.�•,r I! Ih: l�� ;11::'�:I'�Ib�l!:�.I,. �..,.!!:�f..,:-.�f,'�. I,f:`L -•!',�--1'ril!. `n Gllrl'-_ f I ,°�-.!fit�rll�1''y i''dr,!4�1�'r-'Ilt�r.l'1.Tm�.t•1 l,�,tr'�CJ'�'�lfl!ll I l� I f1111 4 I,41 , - F If I -r.hf'f I±:r,lf',lrrNfF- ' ' ,Ii Tl,f -k �I.I.•f.E],Ft'gi�f frll'ul",-.:I,1?!11 - �. r,'n ,, I,r'.rl J„ Iv I Illy- 4,qt 11 ,III(• I LW'1' f I. , ;A:II"Il,n:n•it'IIHIIIi1r,�:'iyl:u.Illd� I,I!fflfl,.:+.. �'llll II,I:1�'fll F�F Ir :r'1''1't�'+'YI.71119✓&,IF.I:ull�'I.•?fir rr.ifHif�l;GI1::rr•„'?-f'r!f9'I.:i,4' !f J.:h::tkr 1H f I I City of Huntington Beach Sanitary Sewer Rehab. — 10" CIPP Liner Design Thickness- .1935"_4.9149mm Proposed Thickness—6 mm I 7 HPO Design JOUGUINGTANALLY.S1S - ." windovn ""r`'I'TDESf6X P.dRiIMETEfT, {. CHEF Ir.�lLUE ... r I I t m t., I l n,t esF rl € a �P i a .+• � � -l]n ,all- lieig}i#�of{Gover(ft],i�;l 1 I, 1, ;Till I'Ir t ; 1 15.Q000 geCac .#p g rnl ,�.a _ , ......... ..... ..1......<... I I-I I,1 II i I n•..III I, �III I ! I HI;I t ��'�. s+l .,�,k .,,�.r ' ,..�,<,€t k i;! �... I 'I , r , t ,r i't t � -I r4 +]!,],I ];ii;lllJ ui '�Ii a I -J11• I. {" ISI4a �ol]TO Herght,.' Groun lo# dwater[It]hI.I,IIIII��III',f!r1,,'1 H I .7.0000 II�E' I.:_ {I;? �•,d I „i,l,„.y'Ia;:ti:,s.� �a, Frjctoi;oE Safety AgarnstlBucklrng[]�ii�l: IN`'; ' 2 0000 lAPPLI AKET ESIGWFORMUTA(S Meari`Inslde DialloF OngFPipa`[in]1{411y . ;1'j{10 0000 u;; !� C r. . ' fOiiiallP?ipi?r;[X] '.i 'llrlp]I'jl Iir .. ' I'2.00001E E+'i I'I , (ELrl)] 9�- 32Rw$`EsMo� lus'BF'SU Ascti till IOoo,0001r.[P I!�I , Oiai_ l........ l,z ......... I. .. �...�.�.. -. ...I ..�-.�-�. , [II .f Ir 1 - -I I! 1 •1. -1 INO _k - ' Coefficient oF��laahciSupport.[rn Ib]I , ti:B•;� �!€1:3985< <,, ,Ni�ln 11 r w,I ,14 d't'k: �{�ti{I N "F"!I�yln,I�.,I,,rsr O Valit I Aed4ction Facl Or 1, I I I' 'll I I' '' . 38358 -t I p{ll I I'F�ill'N ril-t� ,13IIIh� -'C4i..i Y [[ !! '-IIII a It : . . 6 IkI 7_ I.I' "'la 'I:r,'l j°I:1,- PIP]rylr y{ €€ F Total External Pressurel[Psr],iy'i 1 r-';!ItFI ylllrl`t 3'5990 �11 "r�iN�il]�I���►��r�jll<ts!f]{hi,��411r;t E t � pr tth r y� -I .. .. - r Water,Buoyaney Fdctorlllr:;:"..�!Itin ''ulil�r'r Rpr,;q:8460 I P 'I�{III€„;t 1 `` , `l. 1. 41, - �,'I''tlury�,,I''I ] 19 I' it It - 1,- I , IN. et-ill I;• I '" ,Flf3ADESf6N FJdR,dhlE"TER ;.r`, = 'REF• ' 'R/T :` I Initial Flexural Mridulus;oFiElaiticity 3250Q0 Lon"g"=Term;FlesiMod.;of,Eli3iticity;[pii] F+4 162500 Moment eF Inertia Foi;.Bucklin"g[in"47in]�!!I,I r"�. �:;` 0.000604 MiniitriiimISl3Ato'Meat;6ricklirig'[pSilii"rl,Fdl,tlNl CDR 51.7 r' ' >I s Minimum Thickness,to MeetlBiickling[] I III ']'t ,t : 0.1935 III - -_- I rt - ' I I ,Ilri41til f. !lii'F II I I fll ill f]rl�,lllll III(I rl�l1 ie I11 I, i', -�i 11{3,i ,I I I.I ` I - -I-u. I , �-I , r!I! Iri�1•'I j III�JI,I,{I• -,11 .1 nlJ II, 1111 f I - Il ill I,I I I 1 h tl r-I _ ' --1 . i�ii�I ,]II''I I I{---I�{I'llrj!'I+I�I`I!Ij1]I,]FI,{liI` +I 'I{{�� 'I,I�1�Illlry I-y 111 I j fll�i +fi •11_ , 1 I ll,I u,n hIh � 4 a __ �.!14 NI•I€ , ,,r,Ili ! r-r III1j+•,1 - '.I i _- 11 S tt' _I-; 1 _. II'll ,I IIII I;II I `I 1 '{I {€_j4;�,�.1�11�1:{ ,,,I, 111, � I;IIIL{lIl11II1,1 S I�•III I- € N�4,� - �I� , _ III 't.a�II -•'I , ,!]+_-'1 I 1-,I I!r�(- i�'kll,�I IIUI�IIi I ll+nLllllll{I',I j,l, I'Ilx€[k I' •'j��Iljl I IN'_ 1 -'_ r'f I I €li 1 I1Si t�ly F+ - _1'1 U -lir,• ,, €`,y i -Ijr II,I - _IIIII tlli 14'I IIJ,j1ll��lr a I,1� i_ I11,:.!. i ,1,a1!I. •1. y:.k..1 ,.II,rl!...II It ..na,.jll r�Ih..;i I III --I€.hc:;lll ,,-I�{.t:Jallllllul City of Huntington Beach Sanitary Sewer Rehab. - 12" CIPP Liner Design Thickness- .2322'•=5.8978mm Proposed Thickness-7.5 mm DesignFIPP ® 1 �C 11CK 'WlndOw]1 1!1 i OES/SN SlA/ETEH" 1 GAFF„ r'�.r#E7JF. IL l- l f!li' I ;f``ff aver Ft ` fli I 1IIIif�, .Ir3� 1 15,0000 ;U3eLcalcri IlQesigri,.t.�',, :. I f 1�IIIIKuI I II,-mIl lll!'I!I I�Ilkl - tr. , , r- ,r+ I r l n l O Height'oF;Groundwater ! ry; t7'QF mi Factorof Safety AgaEnst;Buc N !;20000r 'AI ?PLiCBLEESIGNTO , Mcan Inside Dla ofOng Pipel[in] IIII IIIU' ;12:0000 11L f f E tl�+,x ModulusiofiSbil Reaction,[psi] I, E 1000:000f 9,-N, B'Es D3 I. I , I ,- ll OQity CA Original Pipe.,];],;,,'}illh Cnefficient of;Elastic Suppoit Iii Ih]rl IBA.` "0 3906 ' Ovality Reduction Faclor^fl t+llll - - .Ir., Total External' ,Fessuie]psi] ,•J;1 ;' 1 q '13 5990 i I : 4/5tei Buoyancy-Faefor[] f r' 'f.,. ,..!.°,. R '0.8460. i t Ir,• I1 , x r',,r 1 ,i ,,. •-r , I ' II , ,1s.I,J.�ti�C'I v,h I: ,1,Ili,l'" t'I"�I u�I ktj1l I.}�' y'',* ' A. I�ftii•I.- ' - 'I - i I } !-x: -,f Il' 7 .� '. L-a.. 1J.1.: •tr d I..1 tYEF:,!•111_-I •'L :f�. _ .t TIPPQES/SN PrIf"F7-/_/;:,I :.;HIT; l ngral`Flexur"al Modulus of E fasticit si "{,;. !H l'Ill 1 I 'll'II I [N. h M l 1i1 ` 5` Irfl!I I III N i yrfP 1111' i'r' E 325000 I1! �! IINyJI�•,dN „ r rh II i`ang;7erm Flax Mad of Elasticityl[Psil , IEr.c 162500 Mame'nt uF lnartia Foi"Bucklmgl[in"4Jin] `'; i„ = 0.001044IFI,. I ` It's F7i�rirlNl"tkl Il i31-S I -I,I,I I IIF , liliiiimurn S1l R to bleat Biackfin4.IP$tl'II I I"IlJ fi' ` gDk '51.�I i!lii 'I?I t 1 t`l IIIU I!i!11' }I!IrI I u n} , r lIr ['I !FIIrI•�, -11: ' rr _,[' !1-'I'h ] IIIU ; Minimum Thickness to Meot BuckGn !!:11Iq,Px,l' ■y 0.2322 I I!':I`II�IIIrFI�'II 'IIIIIIII'I'In I IIIIIj�,jlJJilf1lt�ll . 4-- rI l!I��tl�l l�fl�ly '-'�1 ISi f,E,l••,L- -! (II�h1 E'Ir r !I1 t}II- I a IF lr - 11f1-i J13 5-- , `_-ri-iSl' I'I'}t{I!IS 7!Is I-I ,II i - N', in' rI i•Irl I' II II - I�,j1!I II}{I II I rl I'�II fit_- `I I it J =JIB„!} f{ - Il 1i3 I jt Et I r f� t E-- i-fl},i ifr II l'I,E EIIrIILI„!I ��if•cite fI I 7 ,lu E, f ulll-,• 1 I�III. 11, -'-i 1 1.1.1 I-[,�I I'I I' Ra 1a,I,�- =-h li II {{ ¢¢�(`J`'�[ #-_.I L IIjI '�l l. I�jIF�[i'I }, !1 ..i:I Ilt. •:il•' _ I- 1'11_I ' :I'I'l '!,1 II•Ij, I[rJ ,_tip- JI1ti ' NI III ' I' ' tt-Ell L€ es�`'e'r 1� �1!1'III;�H�II ,IiII 1 I lY-tu�I�.�s.`tr]'III i , ;r,�(!'tI` I< s�l• I r-1: ,IIl l, ,:I;,;�II�!I �, :�#' a ,�[,II�,11 II I f �I I, I•I'I,�J II I }- �j 1 'fl". 61' -I 1 I�� I I ,I' I f 1�� •lI!I I--I II'I ����[,'!'l,lt•. pF rill„I 1•jF..rr ;i 1 •�;.. .,[� ,. - .14 •„ 1 n I} ' I ',�,- ' , ;I:.j,. -s�',i."..'' I^: -r`i- "'i Y` •,I;. 11 .eyi,. If.I 1 ,! ,W; I 3!c'I p,,I 1':I�.tr'1 ,.:,..• ;':I-'!L:I•i ..,:e!1 I'•l II i''L:-.11;'1'?I}�"i :;Mr }I, :,;IiS,,p I�]h !•„!I Ii• I' -ylY�, I ••L"i�,�'I -N- , ,r n' •'-r t111'tl, _ ',}"�� l I 1� I r '!� "iP.,f r 1 jI t 1!F11 -t' ,l ,Fit' -r.r+l� 1, ! .,'t..•i�I''i7� H"1! `I•_:.•i:h ti a:t''�Il lr�:,•': II ! I•1 slli` r 1- h , II ' i III II r- l "{. , , ;r...,r -• ..1 In rJ',I 17n�' if!I,. -�-15 ,I, Yi:•: "•): IYi.:':!�I: _ r r:l �, 1 dl .r a :- J .b ',: :. If 1 ri I Ille:l � I'1'�'r IIF,'I J•I ii,lh�lslf'lill -I�I''1�-l_ , - I -r L , - '� _l,f}II 111 I� 4IIY,. 1 F- the S -Jl r.-II•h.1I1._i..'� ,,, ,�, wS.. .. RPM a �1�1 r•�. City of Huntington Beach Sanitary Sewer Rehab. —15" CIPP Liner Design Thickness- 290Y=7.3736mm Proposed Thickness—9 mm M7 X I I •.'1'Il,l 6' [a f riF i E,!I I.I1�11011,11 i,711011Nindo" r 8 G G 1 I � 31. -I r'_b,; JI "`DESl6Nfl�RiIMETEJ91!1 11I1a a �REF,: 1/.�iLUE; litl 'I, 1 I,r 1 ,rg -ennt[ I I Ir, `�fP., Dn,E Full lE Full ! Hi:iglrit(oECover;[f�lllal>1iN1111dIPJli1]"J�,I�Ir1;�„111 F0 L.l.Op[p;eE9 tIof IGrounwaterIFt]Il :'Hit": O_ Top Factor of Safety Against Buckhrig�[J '� � 2 Op00i`� �;"€ .APPUCABEEDESIGWFORMULA MeaminsEde Dia',1ofllDng� PEpel (En], I ' D 15 0000i C - IModulus of S6d Reaction[psE]t�lll�„` Es 1000 000(I�� q. b L3�R�B1E (E,D�1 i O�alEty of 0ngmal Pipe[ ]'if'n,Ir q'li' ..2.0000;;; Ii f i; C156Fficie6t ofEtashclSuppo�t?[in Ovaflty Reduction Factor'Al C:t O.B358 :Total-External:Pressure!IP$Eli�'�Ilyl�ki,i.l7° ' qt' ~13.5990V, Waler.Buoyancy Factor [] 'R ; ,0.846n. i j,, IMI i, i F _' '.I•-. ; - 1 M. -- I II'SI,Il-`' 1 r'1 J!, "I... I - -' _'I t lE ' ',1 I { q 'h� 'F h ' I I ' I ,n.1-...L.,.1111. I.uII t.u.l - I'd ..II .II.,l! - i1.E. : -- 'F - - -'' 1REF . k r li�t-t , _ +Fri Ill a 1 ImtEal Flexural�1lodulus;EiF'Elaglicdy IPgE]1 ' ir't"r. E1pJ 325000 rll y'rt1'�'It laErrll I.I it ,J I it c, L•nng-Term 160'.Mod.!IoFlE16iti6ity lPxily it n , 162500 y1tl,l r II1J i r u; ��I!�t,E P�111,''� y tE, -17-1i , !EL 1 i II' lAI - � Il 1 Y f ., I I•II�II ��_ iII�� Fr� Moment,of;lneitiiwI&:Bucklirig:{in dlEn]H I�al ill' Jpfty.Ert O.p02038 ,j l„I lilir1111,' r1irl�";1,�14�11 t�u jlal` II +II(I ill I'JI1 I r I s E'I I'II 1 :[ 11PI I{i I l iY �'hi11Eriiinum"7S[ R;to l+leet'Bucklin9llp=El�,' (�" CDR 51.7 lr y�lyN>i � rr �d1 nrmum Thrckness�to Meet}Bucklin I ,; �jllyyl!': 0.2903 II' „rrllG IyIEI111,,I11I,r 'ryI (r ll N IS; fJlli I1 - r [ 9 Il If I liir - r.4.I lit ry, irll 1 II�'�s lijl Sr s'r"�tl I 1 I JJll1.l1-1�I, ''7 I l' tk'•I k - y Ip III `� )I Till I'I I II i 11 t i , _N '.ill!'Il -I p-'ll I i I li�l]]b �I Itl i I !I� ,,I Wl, �J•" .I I i I�i -is 1: u11 I (I '-.II I i N h , 1--.r I. �!1l:NI -I'Y Ilhi- !` f '' 11''I'llf ! 1�II11 j,Li I,gl4e :l i G 1 IhI n i i 1 r IJn llll I I I I I(;I I I i''i'IIII�II,J Jo`li� �qil.t�l';rY!If` i;�l:l{f I U !llIIIII INNI II'J'i°'y' "� r,11 III„,I 11 l;I��ll i'lyii1111',111,I rll�lr HN/1111 III-tlJ 11S rr1111,ilil111i11 {11 'lI1r! r I I tl r;1 it_I-�dp1 IIII II I L,'I°I'Jjr i r1I 11,,'I �jli�Illll II1111! 1111_! 1 111 If II ]I 1 l Y I,II II IJ' iIH I,-_ I_I I I LI E l ! Itit r _ II ii F 1 i k t 1 k I 7-I ,1rJ l II -}I Ilalll111,1 Ir Ill!J lit r J'I n yrFif E++t i -1 _.y 4JII I✓`-' 1 ,uI IEI-IIfI J tl! -- =t i J61 1 I I I •.S rr'tlll 1 IFI I- iI I- li s_I , 117li�1� `I li`i 1 't,J1i r Sul rt - f—1 I� IIIk 1 1 'I Il - I 1 1♦1 I r + , 11 I II,I { _ I I 17 1 I I I '4 I_I I•i 1�il�Ir I r 1 5! l -! 11{, rfl`!IEt,I ,I Il'Ii,1liIIII:I'II I rl I!ttl• I, li:[ lt]�! t-• r-Irl ll'ill+IJ 1 [�-1�Ili I 1 I 1•h ly I - I� , 1 a l S+ ' 141 1 J r1111 I�t h{ 4 I If III F 1 ,I,II,,�lle'..:II�!L I t r I,ll r I is i Nr lii.;r'll li rr 1, 11, Ili IIII J1Ir1 ,1 -, r N�.,dlltife:.k.:IaI.EI' glll' I'IIEIIL`s.- -f-<:i's�,i 'I' i,r'1'.rI'i•:S: ...I o.-L.1 :aJ.-I�:I, 14 i:: SECTION 500 PIPELINE SYSTEM REHABILITATION 500-1 PIPELINE REHABILITATION. 500-1.1 Requirements. 500-1.1.1 General. (Add the following:]. The Contractor shall field verify the pipe diameter at the manholes and lengths prior to ordering liner materials. The Contractor shall notify the Engineer of any discrepancies between information obtained in the field and project specifications. Installation of the sewer lining shall be performed by a Contractor licensed by the manufacture/ owner of the process. Bidders are required to submit copies of such Iicenses with their bids. A bidder's failure to do so shall render the bid non- responsive. Minimum pipe liner wail thickness: The minimum fner's wall thickness shall be verified as calculated per ASTM F 1216-93, Appendix X1, "Fully Deteriorated Gravity Pipe Condition". The physical properties listed below shall be used for the ASTM F I216-93 calculations. The Contractor shall submit with the bid one clear, accurate and legible copy of the calculations, signed by a registered Civil Engineer in the State of California. Unless otherwise demonstrated by the calculations (CIPP only) the minimum liner wall thickness allowed shall be 0.225 inches for 8 inch, 0.280 inches for 10 inch, 0.336 inches for 12 inch, and 0.420 inches for 15 inch. If the calculations are not included with the bid proposal, the bid shall be considered non- responsive. Mean Diameter(D)= 8", 10", 12" and 15" Depth of pipe (H) =Assume 20' for 8", 15' for 10", 12" and 15" pipe. Height of water above top of pipe (H,,)=Assume 15' for 8"and 7' for 10", 12"and 15" pipe. H2O highway loads Soil Modulus (E',) = 1000 psi Soil Density= 120 pcf Enhancement factor(K)= 7 Ovality=(q) 2% Factor of safety (N) =2 Flexural strength (Q,) in accordance with ASTIN1 D790. Provided by the proposed liner manufacturer. Instantaneous Flexural Modulus (E ,) in accordance with ASTM D 790. Provided by the proposed Iiner manufacturer. Long term Flexural Modulus (E L) in accordance with ASTM D 2990. Provided by the proposed liner manufacturer. All other variables are per accepted industry standards or per the proposed liner manufacturer recommendation, which ever is greater. s E-25 To determine the thickness Oaf the proposed liner the following ranged equation shall be used: (as determined by ASTM F 1216) 113 t = 0.721D (Agr C)2 l E,Rti,,B Es 1 If the pipe liner process requires a thicker DR for the site, or existing pipeline condition designed with a 2 to 1 safety factor the Contractor shall provide the thicker pipe liner. Cured- in- Place Liner (CIPP) designs shall use a minimum of 15% extra thickness to compensate for resin migration/seal factor to fill joints, cracked or deteriorated pipelines. 500-1.1.4 Cleaning and Preliminary Inspection. [Delete the second paragraph and replace with the following:]. The Contractor shall use High- Velocity Hydraulic (Hydro- Cleaning) Equipment (per (b)) to clean the pipelines. The Contractor shall assume that the pipes require normal cleaning (two to three passes). If the Engineer orders additional cleaning, the cost for the additional cleaning shall be paid per Subsection 3-3. [Delete the last paragraph and replace with the following:]. The Contractor shall use a vacuum truck or approved equal to pick- up all debris before it can continue down stream. The Contractor shall dispose of all debris removed from the pipeline, in accordance with current applicable regulations. . Any. hazardous waste material encountered during the project shall be considered as a changed condition. Refer to 3-4. It is the responsibility of the Contractor to take adequate measures to insure that no debris is allowed to enter the Districfs trunk sewer. If at any time debris does enter the District's trunk sewer, the Contractor shall clean the trunk sewer to a point downstream as determined by and to the satisfaction of the District. All costs of debris removal and cleaning of the District's trunk sewer shall be borne by the Contractor and no additional compensation will be allowed therefor. 500-1.1.5 Television Inspection. [Replace the fourth sentence of the first paragraph with the following:]. Unless otherwise specified, original videotapes, log sheets and reports shall be submitted to the Engineer within two (2) working days from the date of video inspection and will become property of the AGNECY. Progress payments will be withheld pending receipt of any outstanding videotapes, log sheets and reports. [Replace the eighth sentence of the second paragraph with the following:]. CCTV inspection shall be performed utilizing a rotating- lens video camera system. The pre- lining video inspection and recording performed with this camera shall stop at each lateral and the head rotated to look up the lateral to identify if the lateral is active, plugged or has roots that could interfere-with the complete reinstatement. E-26 EP.16.2�02 1� 0S^,M =LCO SERVICcS, INC, SALEM 0.735 .19i2B I ' ; f resistanceSion widlir r t �i Typical. Properties of CoREZYN Isophth9ic Resins for Corrosion Resistance r 5 COR75-AQ-001 COR75•AQ"010 COR75-AQ-066 COR75-AQ-393 Typical Resin Properties Non-voladle % 50.5-55.5 50.5-55.5 50.5-55.5 50.3 55.5 $rookfield Ws. 77' #3 spindle 60 rpm cps .50D--650 400-550 4254.75, 550-600 Thixotropic Index 2.5-3.5 2.2-3.0 2.7-3.5 ' 2.5-3.5 Wt. Per Gallon, lbs. E.7-9.1 8.7-9.1 8.7-9.1 8.7-9.1 Den.lty,,g n/ml 1.05-1.09 1.05--1.09 1.05-1.09 1.05-1.09 Gel Time ®77°F(25°C), 50% MEKP gel tira8; 100 gram.mass Gel Tme,min- 15-10 15-20 12-17 13-18 Gel re Peak,rain. 7-16 7-15 6-15 $-16 t Peale Exocherm OFF) 350(177)-420 (216) 300(149)-370(188) 350(177)-420(116) 350(177)-420(216)" Color Slue-green Blue-green Blue-green. Blue-green Typical Properties of W Cured Clear Castings Flexural Strength,psi (MPa) ASTM D790 18,500 (128) 71,650 (149) 18,500 (128) 18,500 (128) Flexural Modulus,psi x 10s (MPa) ASTM D790 5.4 (3,724) 5.4 (3,724) 5,4(3,724) 5.4 (3r774) Tensile Strength, psi(MPa) ASTM D638 9,500 (66) 11,000 (75,9) 9,500 (66) 9,500 (66) Temile Modulus,psi x 10' (1 h) ASTM D638 5,5 (1.793) 5.6 (3,586) .5.5 (3,793) 5.5 (3,793) Tensile Elongation% 1.7 2.4 1.7 1.7 Heat Distortion, T (`C) ASTM D648 220 (104) 214 (101) 220 (104) 220 004) Barcol Hardness,934-1 ASTM D2583 45 42 45 45 AAl!p•_elfilcadow and proper-in jxoprrtka of m i-Luis:aelivert&naY sfasy slightly from L6n given above. Enterpla.+ric Corporation makes no repmsenmicns oifacr rrgarcing the material eveopt those specified move.No perwn Ims any awhofity co bird Iarerplastic Corporarien to any rapr=9mt'.ran eY:ept those specifed above.Final dernrminarion of the solraailky of the material for the use cuntemplarad is the stic Teaponsibihry of tht Buyer.Sales repmesentatives will War In developing procedures to'r1t individual requiem.'. Aft -! -! NOW�' 'y. + S rM f � 7 +�" U.'— '?{� r NL J. y(�t . 5ti . 1lry4. rl t'ras 55i r 1. Ira} r • F' .L r h. '{L %+1i 1i- '4"?ri 1 Y r t J� N - ki r. Yt ,,t r ..}. fr a. 1I ;n1 �, •i�-t .J i`.� i '�'�. :r.•' _ •i. , d,Y ••i l•. t,.1 nr .r•-' iy.�•. .+;. 1Ln h).a'�.'T }��.���hh� +�.ir.� ] •yw.y-l :`���;+. :;G:'h.`L .%K r Y•�•I,�S [•Z� W"+ [' �'�'(IL '� t7..:1^i•"��t l•. r 7 n" •a�, �';: 1'�I ' '-i": r Mk' }`. ry1C j•I +raJ 4 'it 7 [_fioh• F �1�f L •N. +L i1:.r '! .• e r i4; J r+ ,a, ��..r Li�Jf�lr.. � � •'��.-•,i. s� I ��J� d..: �i qq#r �,, :+. .l} �+ i '.: _ _ ti:. :.�'= :'h{�- ''r:' Y.f r�, +°�.r ti,,�' �7 ,. -R'.(,,'`�; ,�.ti�! .t' ;i'".'�+-+�li[u'�� '�.f•' ii 1-t f� � rS•r}' l[ 4 ;�,• l'I, ';S - y rJ q 4' '- _•,:`. }�'. 1• 1'} ..t..•'�x f�. 1_ + �'k�... ��•..r J } w.'}+ [,.+• ir,,+ st 1'�� �. � ..% •�-•Sq r��' 'Y''-;� � 'e 5 "i •;��? y+ i�� �ya. f'�+ + � '`"�,�r { '� i!rrfti ,i4:• ' F «,h;�i�t+�•�•f�7�i'�'�� t�."�.rw� .�'F, u"ERJ��r'� �5 ��`�te, ���1.� •�•-[` ��'1,i1.'�l:�s�,'J?����.� Lit•r���:�"e;:f✓11�r.:�l•��h�f�T�t'�'r�t. EP.16.2'�'d2 is:07�1"I EL00 SERVISES. T`IG. Sr�LEI i 0.735 .20/28 I �. I -"Inapaclepislics. COREZYN ISOPOLYESTER CORROSION 'TEST RESULTS Chemical Concentration Ma-amum onc Centration Maximum . (%) Temperature ('F) Chemical (¢.0) Temperature (1) A Ammonium Bicarbonate 15 130 Acwtaldehyde 100 NR Ammonium Birarbonece 20 120 Acetic Acid 10 160 Amr_ionium Biearbarare 100 NR Acetic Acid 15 170 Ammon;uma Ca6anaSe All Nit Acetic Acid 25 170 Ammonium Cttlarida All 170 Acetic Acid 50 140 Ammonium Civam _ Sat'd 120 Acetic Acid,Glacial 100 NR Ammonium Rupride All 60 Acerane 10 NR Ammonium Hydroxide Acetone 100 NR (,Aqueous Ammonia) All NR Aentonitrile 10D NR ' Ammonium Lauryl'Sulfam 100 120 Acarophenone 100 NR Ammonium Nivase 60 160 AMIle Acid 10 100 ^� Ammonium Penulfate All NR Acrylic Acid 75 Nk Ammonium Phosphate Acrylic Emulsion All 120 (1t40nobaSlc) All 160 Acrylic latex All 1770 Ammonium Sulfate All 170 Aexylonitnie 1Co NR &mr.tan(m Sulfide All _ Nra Alcohol,Amyl 100 100 Ammonium Bisulfide� All T 1�fR Alcohol,Butyl 100 100 Ammonium Sulfite All NitAWN _ Alcohol,Ethyl 10 110 n Ammonium Thiocyanare - 20 - 170 Alcohol, h1Lyl 100 80 Ammonium Thiocyanaw �50 I20 Alcohol,-lso�yl^ _ 10 - _110 Ammonium Thicsuhre 60 NR Alcohol, Isopropyl 100 90 Amyl Act= All NR. A[cahol,Methyl 100 NR Amyl Aicahol All 80 Aliphatic Hydrombens 100 Amy_1 Chlorlde ._ All NR •Allcallrrc Clesnera Ali Nit Aniline 100 NR Allyl Alcohol - _ 100 - NR A ndine Sulfate . - sae'd^ NR Allyl Chloride 100 NR Aztt{mon Trichlotide 100 160 Alpha Methyl Styrene 100 NR Aqua Re®ia(Cone.Hydrochloric: Alum A11 170 Conc.Nitric 3:1) Cone. NR Aluminum Chloride All 170 Arsenious Acid 20 80 Aluminum Chlarohydmm All 150 B Aluutinurn Chlomhydroxide 50 150 Barium Bromide All — Alumffiunt Maate All 170 Barium Carbonate All 170 Alumint:m Fluoride Ail 75 Barium,allorlde_ All 170 Aluminum Hydroxide 20 150 Barium Hydroxide All NR Ab=inum Nitrate Ali 150 Barium Buhte.,. ^�AK 170 Aluminum Potassium Sulfate All 170 Barium Sulfide Saed NR Aluminum Sunoco All 17D__ B= 110 Ammonia Aqueous (See Ammonium Hydroxide) Beer Sugar Liquor All 120 Ammonia,Dry Gas 90 Benm1de4 a 100 NR Ammonia,Liquid - - - NO NR Benzene 100 N.R Ammonia,Caseous All NR Benzene, HCI(wee) All NR q ,y TIN •f�ll01 '�;�1+'���[ry� y ' a•,' .� "✓�LI�,:,'{.;�yR(i il. k,l r `��� ? ,.?7Z�.i.:r.� irla4I .1':V rWI� may, I EP.15.2002 10:©8Ai" -ELCO SE�VTCES, INC. SALEN G.735 .21i28 CaMYN ISOPOLYESTER CORROSION TEST RESULTS Chemical Corceantration Maximum Chemical Chemical Concemration Maximum a No) Temperature ( F) (%) Tem eratmra ( F) Berse-te Sulfonic Acid 3G 150 Calcium Chloride All 170 Benzene Sulfonic Acid All NR _ Calctura Hydroxide 15 120 �^ Bameac Vapor All _ _NR C3leium Hyporhlorite _ All _ NR Bemoic Acid All 170 Calcium Nitrate All 170 BEMI Alcohol Al! NR Calcium Sulfate 'All 170 1 =[Chloride 100 NR _ Calcium Sulflee_ _ All 150 BLmjLmoride All NR �. Cane Sugar Liquor• - Biadegmdable,All Purpose and Sweet Water All 110 Liquid C:lemer 100 _• 100�— Cann!Cann!M P rVaste -- 11D Bindegmdable Detergem, Capric Acid 3 160 L uid 100 100 Capric Acid _ _3aed 160 --- Blac'k Liquor( ul mill) All NR C_grLIir Acid(Octmoic Acid) All � � 170 M=h,Calcium H e llarlte All NR CaraotL Dioxide Gas -- 180 Bleach,Chlorine Dioxide All NR Carbon Disulfide _ All - - NR Bleach.,Chlori.-tt Water AU NR Carbon Momo%de Gas — 180 i Bleach,l-lytirosulf'ite All NR Carbon Te=KhknIde 100 \I TR Bleach,Sodium H ochlorrire All NR Carbonic Acid All 150 Borax .All 170 Castor Oil. All 160 Boric Acid •• All 170 Chlorine Liquid NR Briar _ _All _ _ 170 Chlorine Dioxide - Saed _Ki` Bromine, Dry Gas -- _ _ NR Chlorine,Ra Gss 1,10 Bromine Fumes NR Chlorine,War Gas'r All NR Bramtne,Liquid 100 NR Chlorine,Liquid — NR Bromine, Wet Gas — _ NR Chlorine Water All NR Butyl Acetate 100 _• NR Chlorine,Wet Gas 100 NI; Butyl Alcohol(Normal, Chloroacetic Acid 25 90 Secondary,Terri ) 100 $0 Chloroacetic Acid 50 NR Butyl_Amino " - - All �NR Chlombemiene 100 NR Buml Carbitol ,, BO NR Chlaroerhylem Butyl C v.11molve I00 m (1,1,1-trtehloroethyltnc) — NR Bucylme Glycol 100 _ 150 Chloroform_ _ _ 100 _ NR Bucylene oxide 100 NR Chloropyridine 100 NR B_utytaldehy_de 100 _NR _ Chlora"fonie Acid All NR Butyric Acid 25 120 Chromic Acid 5 BO Butyric Acid 50 BO Chromic Acid 20 NR Butyric Acid 85 \NTR Chromous Sulfate All 170 C _ _ - — _ Citric Acid All - 160 Cadmium Chloride All 150 Coconut Oil All 160 Calcium BEsulfide All - 160 Copper Acetare All 160 Calcium Biaulflte All - 160 Copper Chloride All 170 Calcium Carbonate _All 160 _ Copper Cya_m- de Al! 120 Calcium Chlorate All 150 Copper Fluoride All NR 0 ,,I 1;.SVI.S'I r '�'Y�{"' �4.2A ?4� 'y 1. +kf'yH 5' r At yl,". 4l54, n d'47 ',"}+'Sj,{{�.'�"���t:'.;a• H'. y�TA •Yk y,.• QE jMp RyI �Y �gQ�' t• ` f . ? r� 1 P,G'4 4 �` � � '. }� �S �r+a•.'n"Y �� �t i�1�§ �t"u:" �i i f ,- y" , ti.i } ,,,�7� L'.!y��j,,y�,.. 1� 'n,.i,„� ,l,•. ,�,'�j�}, ;,Y'��'. ��' 1'... �'.'Y, ' :��,5tr?yi� ,t_ia'M1�,I aY''S. .:i4 F�1.'Q�', ,��'.t,'`d l 1 �¢ '?t' t p, �:F'11 ...,' i ;.< y h:'' '1• '4:'. , 1�r� '- f'i u ,�'I�. �,-. : �t•1..�.f," ?i;4-„ =,y Y �,�R•. .6;. ,. .� ., - t$ L I -11 is I�u'�R , ': i�,' ..lL > ..3i r• ,t+ ,.F�¢i - -i�;is '., 1i1'+'' ,. '" ',.��: ', , �,7,1 1'. .i._r,ti_. q.�+y r,,t t .. lp) .tip .;� x� ,� ; .1� -� I'� r�'l:• _y, 7hA 'S� l 4�. i5. '�'/`• "�� I 1, �'1,. 1• 'S� �\, , C �eil �'a:�:.,�sl. •j... 4. . ?;�• +XdY}.;"it�,r Ly lrf ,.�; !�', Y'S,� f r9 i + ,`y±' 6'i-+y�'Y. *r � ",+.� C .�v', '"•,' ' ..'I�.' �r'o{I��r,''"y y��1h .��5� .. yi,}t :4v1�it.,'ia.�f 7 f.af'��' '�. � �� i • t.. . r!.�1%;�lAi;i�F�ll >ti•, .�I. -.� .�?..x�'�:�= a �;„�: .L'.'�J'�... E?.16.20E2 10:09A;V.- "ELCO SERVICES, INC. SALE" 0.735 .22i2B CoRF;ZYN ISOPOLYESTER CORROSION TEST RESULTS Chemi=l Concentration Maximum o Chemical Concentration :1�[a'mum M) Temperarare ( F) (e!o) _ Temperature (OF) Copper Nirrara All 150 DiisnU"nlerc 100 NR Copes Sulfase ALI 1470 Dt1so2r6pann1 Am!ne 100 R� NR Cam Starch _ r Slu:ry 200 _DimedWl Aeecamide 70� Corn Sugar All 100 Di_meth 1 Phthalate 100 N?Z Cocmnsead Oil ^— ��— 100 Diacryl Phthalate 100 120 Cresol All NR Dipropylene Olycol All _170 Cresyllc Acid _All NR Diarilled Water -- 150 Crude 011,Sour — 160 Divinyl Beiuene 100 NR Crude Oil,Sweet _ — _ 160 R Cyclohexnne _ _ All 120 EDTA(Set 100 _ NK __. Erh Iet►ediamincrermacerlc Acid) D _ _ Epichlorah drin NO NR Dn,k (see_ Diethylenetriamine) — Ewers,FSrW Acids An 150 Deioniwed Water — 150 Etli-anal Am:re 100 NR Llemizlemlved Water — 150 Ether .1C0 :VTR Decer�x,$iodegra We,Liquie — 100 Ed1 1 Ace:ace 100 NRDetergents,23snic_ 100 100 ErhylAcrOftce 100 NR Detergents SLlfonaced — ISO Ethyl Alcohol(Ethanol) 10 110 0Disllylphchalate All 130 EthyL Alcohol(Ethanol) ` 50. 110 Dibmmgphenol_ -, NK Ethyl Alcohol (Ethanol)_ 100 — 80 Dibromopmparol All NR Ethyl Benzene NO NR Dihutgl Ether 100 80 Erlayl Bromide - 100 NR' Dibutyl Pl chaiare 100 120 Ethyl Chloride 100 NK Dichlambenze= 100 NR Ethyl Esher 100 NR .0 ichlormthane 100 NP. Ethylenediaminew=aetic Acid Dick lorcar I M w NR (1=DTA) Boa NTR achlorotmthane 100 NIR Ethylene Chloride 100 NR DiNoro henal too NR Ethylene Dib;omido Ali NR D1c1s10 One 100 NR Ethylene Dichloride 100 NR Dichloraproecne _ 100 NR _ Ethylene Glycol All 170 DichloMERploRLc Acid 10C NR Ethylene Glycol Diesel Fuel 100 170 ,Monoautyl Ether ICO NR Diethano_1,Amine 100 NR_ EthY Ae. i�l� .__.___.__._, 1CL1 NR Dieth 1 Amin 100 NR F __ Dlethyl Benzene 100 NR Fscry Acids All 170 Diethyl Ether(Erhpl Ether) 100 NR Ferric Chloride All _ 170 Diethyl Formamide 100 NR Ferric dictate _ AR _ 170 Diethyl Ketone 100 NIL Ferric Suate All 170 Diethyl Mohacs 100 NR Fe=m Chloride All 170 Diethylene Gl col _ 100 170 Ferrous Nirrar` All 170 Diethy[emerciamine(DET•A) _ _ 100 NX Fe=us 5ulffite All 170 Diisoburyl Ketone 100 NR Fluobaec Acid Sar'd 90 x �` S.i M. � t 4 ��'• �t��-T,��"�'7��[ F `r '`.. i17;:,�'�1('f��l �4� :��lt,'l5 i iti � '�fi` �,�"."� '11 � �Y�t i�.yy;;..� h� � .t � +� •;�,, `l .';` s���i .:� rT •x 4• .vit,�h e' �,� �, `� ,F.[�����C';.�_��.,.Sn'�{ff;''.. r - • ;' .4r -1C, �64 •! � - 4F' {;-� p �• ,p - sr ' �(y ]'y�i"•„+i..•- k3; �5r�1� l�'. Ag1 .��. ;IDLY. fVM4HvR`5'. { ..1~4'��1FIRM. !. F, - ...Yh�J� �.�r Y1Y.�MI.. Yi vI.ZY L:}�I� 4,'M1,:�✓ h1AeWif4' •+ LI.Y'ia'.. ham.:_h.1.aN:.ty E�.15.2E02 10�E9A1": ELCO SERVICES, ?NC. SAL=M 0.735 .23i28�� COREZYN Isophlbafic COP1,051911R Y Re sills CaREZ'YN ISOPOLY ESTER CORROSION TEST RESULTS Chemical Concentration 1vlaximum Chl Concentration Maximum (%) Temperature (p emica F) (%) Temperature (7) Fluosilicic Acid 10 NR Hydrogen Chloride Gas,Dry' 100 1Z0 Fluosilicic Acid 35 N>it Hydrogen Chloride Ons,Wee 100 120 Formaldehyde 40 _90 _ Hydrogen Peroxide 50 120 Formic Acid 10 120 Hydrogen Pemxide 5 NR Formic Acid 25 120 Hydrogen Sulfide,Dry Gap 140 rormic Acid 50 NR Hydmiodic Acid 10 60 Formic Acid _ 100 _ I�R T Hypochloroug Acid 10 100 Fuel Oil,No. 1 end No.2 100 140 _ Hypochlorous Acid 2.0 80 Furfural All NR I G InseetWes _. Czsnpm laboratory Ba Gas,Narural All 170 ^_ Iodine Vapor ;- — Gasohol All CmmnLeb:kmrmv IsoamylAlcohol 100 — Gwoline,Am A11 Conroe[1.abommry Isobutyl Alcohol All Gasoline,Aviation All 110 Iscocrvl Adipate 100 — Gasoline, Ethyl 100 Canracc iabnrawrq :aooctyl AICohal Ica — Glucose All 120 _ Issnylpyl Alcohol 110 110 Glyece-ine All 170 lsopTopyl Alcak of 100 90 G,ycal,Ethylene All 170 Isopropyl Palmimte 100 180 Glycol,Propylene All 170 j -- Glycolic Acid 50 1211 jet Fuel 100 12Q Green Liquor( ul mill) --- NR Jet Fuel A 1{}0 90 Jar Fuel UP•4) 100 160 Heating Oil — 90 1C� Hwptgne _ 1CO _ L40' Kerosene IOC 110 Herbicides Conmar Labomrory, Kraft Liquid — 160 Hexane 100 120 I, Hydraulic Fluid 100 100 Lacric Acid All 160 Prlgdtsslne Im NR La= _. All 120 Hydtabmmic Acid 25 120 Lauric Acid _ - _ All — 160 Hydrochloric Acid 10 140 Lauryl AICO�01 100 120 Hydrochloric Acid 20 120 Lead Acetate _ All 120 Hvclmchlaric Acid 36 100 Lead Ni=te All ~ 120 Hydrochloric Acid and Organ(cs — NR Levuftnie Acid All .160 Hydrocyanic Acid 10 75 Light Water 100 1?0 Hydtotuoric Acid 1 NR Lime Slurry —_ All 170 Hydrofluoric Acid 10 NR Linoleic Acid _ 100 _ _ 160__ Hydrofluoric Acid 20 NR Linseed Oil All 160 Hydrofluoric:Nitric Acids mUtures C'rnmct Ubomwry Liquid Chlorine 100 lqp% Hvdrofluosillcic Acid 10 NR Lithium Bromide All 170 Hydrofuosilic:cAcid 30 NR Lithium Chloride All 170 Hydrogen Bromide,Dry Goa --- 100 Hydrogen Bromide,'Wer Gas — Bp _ ,�'M 'Yy ,�... 4 �'�- rqs �r,tit !„ ,� c � �.�r• .y'.- , w j `'7.1�= r'. �'1 "yY 'r� 1 � .n,••l .r ti '�} !I" {`lex: �� ,I�.. Y `�^1:' � h. !�" (�� !u�• 5 1.1 r 1 � y �j 17 � � �'`'~` 4 i ��'V � l ti�•• � �f_T:i'd �� y,7' � '���r ��Tti'• `r�it �' f k nrtj l ]C'' •��4�',�•{r4��''j,l�F - �i, +1� 118..4. �.• . ryti , '4 '3�' :R�7ti,�ar `R•, i, ;fA'. ' Y "i t ' ,, !r '. i,';KiL,� ¢il. i�d.�. �;i' '�y� 'r" 'r il'.,. �h�Y:r S�1?,v��+, s.��`r.:�,:;'�. ��' �.�1� p , �:� '..,. _ .� _ �r.�.�„�bar��,r s,.�,�§�{ s•, ..i '"aL:�xi .r,�' ,,:ar�i:':.' P. 16.2002 10:12P"I i..LCO SERVICES, INC. SALEM C.735 .24/28 COREZYN ISOPOLYESTER CORROSION TEST RESULTS Chemical Concentration Mwdmum o Chemical Conceatration Maximum (IN 'l4emperature ( F) (TO) Temperarare (T ) M Nil^ic- Sulfuric- Magnesium Bicarbonate All 130 ITydrochloric Acids lvlicnsreg NR Magnesium Carbonate All, 150 Nixoben:ene 100 NA Magnesium Chloride All 170 Nitrogen 100 160 Magnesium Hydroxide All 100 Nitrogen Tetmxi4a 100 NR Magnesium Nitrate _ All 160 Nlrrophenol 100. NR Magnesium Sul fare All 150 Nitrous Acid 10 120 Maleic Acid _' All 140 Nitrous Acid 100 NR�T Meic Anhydride 100 120 0 Manganese Chloride All 140 Octanoic Acid Sara 160 Manganese Sulfate All 140��- Oi;ti Cru&Starage Tank Bovtorn5 — 130 Mereapean,A_^o=cic 100 NR Oil,Heating ,- 90 Mercapmpropionic Acid 100 - \7, Oil,Low Sulfur Crude — 120 Mercuric Chloride 100 17C Oil,Medium Sulfur Crude. —_ _ 90 Mercurous Chloride All 170 014 MW-Dnnrirent Sweet — 90 Mercury _ 100 170 U,Sour Crude -Y 160 MethamTlic Acid _ 100 NR Oil,Sweet Crude — 160 Methyl Aleolwl Wethaaol) 100 .,., NR Oleic Acid • All 170 �Aethyl Ethyl Kemne 100 _ NR Oleum(Fumlag Sulfuric Acid) — NR Merhyl Isobutpl Ketone 100 NR Olive Oil 100 170 bAcchyl Styrene 100 NR Organic Dem gears,pH<12 All 80 Methylene Chloride All NR Oxalic Acid 15 _ 170 Milk and Milk Products All 140 Oxalic Acid 1C0 170 Milk Waste All 170 Ozone — NR '+Mineral Oils 100 170 p MonochloroaceFir Acid 80 M palm ou Y00 160 Monochlwober=e 100 NR Palmitic Acid 100 160 Monoetl=olamiae 100 NR Paper Mill Liquors All Coruult kiboom Monomerhy1hydma.-ine 100 l\-R Farai:la Wax 101) -- Morpholine 100 NR Perchloric Acid All NR Motor Oil 100 14.0 Pe chloroethylene 100 Nit N _ Phenol 5 NR Na hdia 100 140 Phenol 100 NR Naphthalene 100 1¢0 Phosphate Salts 25 90 Nickel Chloride All 160 Phosphoric Acid 80 140 Nickel Nitrate All 160 Phosphoric Acid,Super 100 90 Nickel Sulfate Alt 170 Phosphoric:Nitric MixnM Nit Nirrlc Acid S 130 Phosphorus Trichloride 100 90 Nitric Acid T 10 90 — Phthak Acid 100 160 NWic Acid 20 NR Pickling Acick,Sulfuric ._ N kTic Acid 3 S NR and_I Tydsochloric --- Corsuit LLoramry_ Picric Acid,Alcoholic - NR �t 1 "wxyq.V EP.16.2'da2 10�i1AM �'LCO St=RViCE=S. INC. SALE! 0.735 .25�2t3 COREZYN IsoPhlbalic1 I I Resistaill Resins CoUZYN ISOPOLYESTER CORROSION TEST RESULTS Chemical Concentration fi-4mum Chemical o � Chl Con"-entratwn Maximum (%) Temperature ( F) (%) Tempe-ratare (T) Pine Oil 100 NR Sodium Bernaoate All 160 Flaring Solution_ _ — Conw1rLab=tory Sodium Bicarbonate All 100 Palyphosphoric Acid 115 _ 120 i Sodium Bichromate 100 170 Polyvinyl Acetate Emuls;an All _ 12C Sodturn]Bisulfate All 160 Polyvinyl Alcohol ice 100 Sodium Blsi;lflre All 170 Potassium Aluminum Sulfate All 170 Sodium Borate All 170 otassiurn Bicnrbanare R_�--,Sodium Bromide A1l'_.. _ _ YT -�__�_ — - Porassium Brom' ide All 160 Sodium Carbonane(Soda Ash) All NR Potassium Cazbonate 10 _ 80 Sadi►;m Clslaraee All NR Potassium Carbonate 50 NR Sodium Chloride All _ _ _ 160 Fomsdum Chloride All 160 Sodium Chl❑rite 10 NR Potassium Dichromate All 170 Sodium Cyanide 10 120 Potassium]~erricyanide All 140 Sodium Dichmmate All 120 P_owium Ferroeantde _ All . T 140 Sodium Diphflsahare _ __Sated 170 Potassium Hydroxide All NR Sodium Ferricyanide All 170 Bormium Nitrate AU 170 Sodium Ferrocyanide All 170 Potassium Permanganate All 100 Sodium Fluoride AU NR Potassium PersLHaze All A0 Sodium Hydroxide All NR Pacasaitrm Sale-ate All 174 Sodium Hypochlniiee A1T tiR Pr yylene Glycnl All 170 Sodium Hyposul$te 20 15o Pyridine 100 NR Sodium Monopho.'phare AU 170 Sodium N'?=Za Sat'd 170 Quatemary Ammonium Sala AU CnnvUlaboremry SodiymNirrite All 170 R. Sodium sulfate All 1710 Radioactive Waste -- Carw�h Lebo azory Sodium Sulfide 10 80 S Sodium Sulfide Sac'd N"R Salicylic Acid 5ar'd 90 Sodium Sulfim All NR Sea Water — 160 Sodium Tetraborate All 170 Septic System -- 90 Sodium`1hlocyanare All 8C Sewage, A.naetobie _ -- 90 Sodium Tbiosulf tte All 120 - Sewage,Municipal,Treated r Soy Sauce All — and Unweared 90 Soya Oil 100 170 Sewage,Septic Tank --- 90 Soybean Oil -- 170 Sewage Treatment — '90 Soybean Oil,Epoxydized 100 — Sewage Treatment Fume3 — g0 Spearmint Oil All Sewer ORS;142S -- 90 Stannic Chloride A11 170 Sltictc Acid(hydrated silica) All _160 Sous Chloride All 170 Silver N?trare _AU 160 Srearie Acid 100 170 Stiver Placing SoluOan _ — Crn�9ulr Lahamtory Styrene -- --`_00 NR Soaps AU 120 Sucrose All 140 Sodium A_cetare All 160 Sager„ Beet and Cane Liquor AU 160 Sodium Aluminzre Aff NrR Sagm,Sucrose All 1 a0 SuYamic Acid 1S 130 ' � �.y •. 1 h ' . r Ian - , � 11,7AM• yki' -at* �,1� r's' �;' > �y� At; 1 ,1. .y ,'s -,� �,,'y i �'� �iyE ,• ? S A 4:ki I: +.F•r t}.�t .{ y �''Y!'���j n ,J} R � ti 1 �' 'k{: �� $ � t��{:� �1.'!Tr i ri:'�, ¢ i�h ,t�Sly� �-',Iv �`!f-��';�'t;i •�. 7-Z��$ �� ' � ZI_r� ;r '� s4s. .�� `�A'7�' 1 i �' •lS7 I "3'�.4 �`@r$,�'.. ; �.',•.,l '��}G. 'i.,� ;;�� ..; �'�' :�ks. � Y�t�. L,, � �� . a i�:.�, `1 � � •�1• �•' :1 ;1..:ir ", �,�, ,;�'�'i•���'. I rd_. , ,LYY; h ,�rµ'':j. ,i., 1 �i• 's 'r r• � ] I .1;• ,Jp r.+ i+ ',;r• �. 4'w.., .a r'�. ic '�;;1 .�'���'r�,' '`•1��1'';'�'fr-,�: ,;lA, '�'y!;rl :' .��1, �r �'', ;' r , �1 ��. .� t�,.',g i ''J"�-- f••. �;{tii. ,l;..> >� � 1'1� t�5y1��5h�;ri�, ;Y'� .�� 5� ��. ' � n, .��'�i 4}��� �,�; n 4lY i�y��.' �;ei 'i`.,.�:�, e��;f� �:n"3�� .4 uci+• .�.,'�s';v'',y"si#� ��M1�.i a�.�,91 *s- K : • L'! MUI k, 4i' ,;Lucri'nT�f'rdF�: ' hi�kl,�sr�Y�l3iki'4saei 1 fc: ml vi�"as� rl' '';Y1:';. :�",� kE �x:-.::,s� .,: s4: EP.16.2002 10 12Ri1 ELCO SERVICES, INC, SALEM 0.735 .26/28 COREYN ISOPOLYESTER CORROSION TEST RESULTS Chemical Concentration 11+mdmum a Chemical Concentration Ma.Yimum (40) Temperature ( F) ('/o} Temperature ('F) Sulfated Detergents 0-50 160_ w Sulficn L uors — 150 Water,Gicy 100 150 Sulfonyl Chloride,Aromatic NR Water,Deioniced • _ — '50 Sulfur Dioxide,Dry or Wet Wasar,Diacilled �• — lS0 (Vapors) — 170 Wamr-Oil Separation Sulfur Tftv'de,Dty ar flat „100 YA „_— Water,Salt ._ ld4 Sulfuric Acid 25 170 Water,Sea 160 5ulfuttc Acid 50 150 Weed►.fillers NR Sulfuric Acid 93 NR Wine All 80 Sulfutc Acid 1~umes 170 Wine Fermentation — 90 Sulfuric:Chromic Acid Mixture: NR WIn"Waste — ——- 90 Sulfrumus Acid 10 NR X Sulfutyl Chloride 100 NR Xylene All NR Tannic Acid - - All _-.-- 170 z Tartaric Acid All 170 Zinc.Chlotare All 170 Tesrachlormrlh a 100 NR Zinc Chloride All 170 Tetrachlormedi is 100 NR _ Zinc Nitrate All _ 170 Temihydrafamn 100 Zinc Sulfate All 170 UTetme ilium Pyrophosphate 5 IZ5 Zinc Sulfite AU 150 Thionyl Chloride 100 �NR Toluene 100 NR� Toluene Di,LmeynanEe(7DI)' 100 N-R Transformer Oil 100 100 NR Not Recommended ►Tributyl Phosphate _ 1I70 120 Cottic• Con>=enrrat - Trichloracetic Acid — NR Sat"d = Saturated Trlchlometliylene — NR - - - -- --- Trichlaramethane (Chloroform) 10C NR Trichlorophenol 100 _ _ NR 7hedtanolamirm All _ NR Trierhyiamine All NR _ Trwdium FEm rlhate Sac'd NR Tmmdne All NR u>ea All 140 V Vegetable Oils _ All _ 170 Vbeg'ar _M _100 150 Vistyl Acetate All NR Vir► 1 Toluene 100 NR �),.�- I� .x � '� vW r-- '° ' ° •� �� w' F.. III :�i I� y i� $"�,� • a �� � _ �tk7'��Y}.y� r+l,' 4 Q p :y �'� .,�,i •ir j; i+i 4 A } µ �if'1!^ f,`7_ ' T"' •f'� +t '4`' 4, 1 "'}}k '�ti 1��ht' + ��y""�r�: a§Y .:r'�;a� �. (( y+`, �k .�: t _.L'y•,,��''LL'�t =r.�. ry�'I:br� .y ,a�ty 7� M1 ,,",[+pL• '��' - . rL.�.�r'M. �;:Lr _ -i,�.,. .- '� l L'�. .Z. �} � N�_f['rr��•. ��7`Y��$ .Tw 3r_..�,ak. SE?. 15.2Oe2 10:14gM GE!CO SERVICES, INC. SA_EM N-0.735 P.27/2e lNe oXy Corporallan oPoxY SODS Sierra court.Suite A Dublln,CA 94566-2664 PureE o Structural Rahabilltatlons Ph'e2s•mmsoo,Fax:e2s,asmsaa P x! vjw%V.NaaPnxy.mm NeoPoxy Ep Corrosion. Resistance Guide NeoPoxy Corporation Dublin, California. TR-rCG-00-01 6E�. 16.2002 10:14AN CECCO SERVICES. INC. SALEM NO.?35 P.?8/28 0 1 lNeqPay wn�puv.°rywnni °m r--Sl'J ffir fir. Acetam'de A- xceUondi RP Anuua Ii droxide... wtqw I -fi�xcellent Y Ammonium Oxalate -a A-Excellent i+ W 10 Ammonium Phosphate,Dibasic Al - xcellent Ila. oil Ammonium Phosphate,Tribasic A-ExceilenQQt mom _ '.+� Ammonium Tlliosul.fate A-Excellent Amyl Alcohol 132-Good aaAfI`I � ;' flu +' u'.. Aniline D Severe Effect W � � Antifreeze {y�yi�g may' � A Excellent a .%.i. r �?° `.'I I:�f l�r •xR. ,,9iiL Aqua Re 'a(888b0% liC1,20%'yyN�Gj 33).+ D Severe EFFectj') Aromatic H drocarbons A-Excellent Asphalt A-Excellent Barium Chionde AD-Excellent _Barium Hydroxide A2-Excellent Barium Sulfate A2-Excellent I ; .�mwv Beer _ _ _ A2 -Excellent Benzaldehyde D -Severe3Effect � Ben zene Sul fonic Acid 8-Good ... ' j Benzol A1 -$xcellent j I Borax(Sodium Borate) _ Al -Excellent SEP. 16.22PG 10: 15W C.ELCO SERVICES, INC. SAL.Er N0.737 VlNeoaw Chemical CoMilfibibly 4MC)torosulfonic Acid _ Cl. -Fair Chromic Acid 10% D -Severe �E,ff ee 14 xJ Chromic Acid 5% D Severe Effec Cluorm-um Salts N/A Citric Oils , �'{ �d A-Excellent Ca er Chloride i4laA-Excellent Copper F+luobarate _ A-ExcellentEA I ' I Co er Sulfate>5%mw�W _ A-Excellent Cresols Al -Excellent t• 1. G 1' X M 'T +i Ire �'' " ;;°la dr. `A r Cu i I Acid _ A_ Excellent Cyclohexane A2-&xcellent Detergents _ _ Al -Excellent If L Dichlorobenzene A-Excellent , 1 ..,y Ul I_ If-AIL I Diesel Nei �Q A}-Exxq_1reAent :7�AiMtYYI f ,:�. V. II.h13iSi" 1 1 Di ,'I1r AExcellent Dimed-tyl Aniline ,yµ��°4 � 1 Fr1�jlrPj r A1 -Excellen„�+1Lt 'wo�� �'�rl' l 1 -...' .lN'.+. R' J. R'iliw'.:nN'���+a�. 4 • D>. en 1 Oxide A-Excellent I, Ethane ]� Al -Excellent ' Erth�atnolamine AI -Exceplla. pent Eth 16-doride D-Severe Effec C:��e:�:[s,�x4 E:;rrrrrlun i,uidr•,� SEP. 16.2002 10:20RM GELCO SERVICES, INC. SALEM NO.740 P.1/10 1 %NeamY Pr�Epry E;ryay/4 .I1�I+�J Chemical Cn �i3l>`>li Bromine D Severe Effect f Butane A l -Excellent J' Butter A-l xcellent j Butyl Amine 32-Good Butyl Phthalate BB2 - Goody ' '� }� l3urlene Al -Excellent ! _":S3'O(P +Ire sL J1�Ll P .i •9 :�1L3•� A :4� ..43 _ :� ' �iU�.IQ '. Calcium Bisulfate A-Bxcellent � 1:- t •i 1 r i �I Calcium Bistili-ite Al -Excellent ' Calcium Chloride AI -Excellent Calcium Hypochlonte _ Al -Excellent Calcium Oxide A-Excellenti wry W ..�+ X39,1 �•i: Wk Calgon A-Excellent . _ S J Carbolic Acid(Phenol) C -Fair Carbon Dioxide (dry) A1 -Excellent Carbon Disulfide C1 -Fair j Carbon Tbtrachloride Al -Excellent Carbonic Acid A2-Excellent .� '"1yC�hloyr*,iin7ated Glue ` �p A-Excellent ` ,�"•"'�"#,,w►f��:SWL ;�hRi,;,'„�iYle'` A��: iM 1G1.� .�1 .�w :rd���Y�� d Chlori'ne_Water Al -Excel]ent ChloroaceticAcid C1 -Fair €'ant•: F po's,:('a:•essiorl 6ui;-` •J •5tE�.16.2202 '-0.'23AM CELCO SERVICES, INC. SALEM NC.740 R.2110 0 tNeoftY P:Ih�ary{�� woo:q:]Y 1r1iGJ is all 'bslity Chli;=]fouicAcid C1. -Fair ChroMiC Acid 10% D -Severe Ef-e " Chromic Acid 5t7o _ D -Severe Effect; IV F WE 4 Chromium Salts NIA Citric Oils A-Excellent Co er Chloride J _ _y A-Excellent � co er � ,�'4R �+��_!�};:I-Y X�_� :r..tll:� �I�f' �'.�.•�r�"r1k���� �: :r'i Cop er Fluoborate A-Excellent Co er Sulfate>5% _ A-Excellent r Cresols _A1 -Excellent �r Cu nc Acid _ �k{ A2{4-ExceUent a Cy�clahexane A2-ExceIlent Detergents Al -Excellent �,1�,.', ?fir-,• N-: i Y'^" Dichlorobenzene A-Excellent MAW 11M.R.Q Diesel,Fuel _ _ A-Excellent Dieth Iamme A-Excellent ' Dimeth I Aniline �Q{ J Al -Excellent Di hen 1 Oxide A-Excellent Ethane Al Excellent Ethamolamine _ 4 y A1_-Excellent ��� Ethyl Chloride _ D Severe Effec .� ['mac;C+;P()Ny(:4%rr.)410n C,uirlp- •SEP. 16.2002 10:25AM GELCO SERVICES, INC. SALEM No.740 P.3/10 f INeof bxY Chemicallp Comnatibilitvpp •Qpy�y .t r.� .Tti:��'1S.k��� aL��'ry, S.'�.�+'A.:6t►a��:�•�•_' `J�:1��'Adr ,,,.\ �':�.q�v T `�t�ylene Chloride ]] severe Effectd�l II kal!k „ (L.i Y. ' .17Ni, s� f1 . • �; L �.iI. ,i.i, , ethylene Diamine Al -Excellent Ethylene @Glycol _ y A-Excellent I ��.`k:'i31°v''. R.._.IWie.riW�¢�i� ' .`L:: A�0 #` Fatty Acids A-Excellent 1F{enic Nitrate A--Excellent J"y'�'��• .�..�.,.u+ +* '_'Rk�+1h�F.���i;���Jii+�NMk.� \��d5 ���.���} :�t�1 Ferrous Chloride A-Excellent F1 uoboric Acid � .Vry D -Severe Effec [TO•S'r{"5 ;•T ; Fluosilicic Acid _ C -Fair M �Formaldehyde 40% _ A2 Excellent mean 113 A-Excellent Freon 22 —+�{y�, g AT I. A-Excellent Mm' Freon@ 11 A-Excellent "i FuelO`ils Al Excellent Farfural _ Al Excellent Al V IDW Gasoline, leaded, (ref. y A2-Excellent yy� Gelatin yT��.{!yi �y yk�;�[[► I(�j�y� B -Good �I,1,xy�,L��L '.'. ..4 -rY,-: - I1' , �. 4W4i.' .-t3 '' .FQ� , Ji 4r 11S. .''S�.S - L�. . '�lia��•:7' Glue, PXA, A-Excellent Gl colic Acid A Excellent 9W1 . - Ggpllra�e.Juice _ � A-Excellent S i Heptane _ A-excellent ��agt�:�=pe,vy l'urr,n?nrt f,uidc•:i 'SEP•16.2002 10:26AM CELCO SERVICES, INC. SALEM NO.740 P.4i10 01NeofbxY fRfrE7eM 91'aeluv R• :+,pal aw is sa c—�. •mrry Hydrais it fipetro) A_ Ce en Hydrazine _ A-Exce ent Hydro bromic Acid 20% BBi - Gflod . a ,�I� ice ' I�'�I��I�.�;..;.xw�`..,3L�_�, `I .•�a'I.`'g4�. ; a `� i Hydrochloric Acid 37 _ _ A-Excellent ' ;.�S ��,yf RIII ",Y�I , 'P7�+ 1.� Wr., •� .,.s r1saEJl .h mp Hydroflumic:Ay}[cc$Sjid 20171 A-+Excellent ; 11 �:1M I. I 4'� 1 Hydrofluoric Acid 7 5% B h -Good i a Hydrofluosilicic AcidW20% _ C1 -Fair Hydrogen Peroxide 10% C1 -Fair Hydro en Peroxide 30% B -Good Hydrogen Sulfide d _ A-Excellent (dry) a Isopropyl Acetate A-excellent 4 ' Isotane _ A-Excellent Kerosene A-Excellent ~_ ~ Lacquer Thinners A-Excellent Lactic Acid B I -Good Lead Acetate _ A-Excellent Ligroin A-Excellent Lubricants A-Excellent . �,��,q-:�;�z�s i 4FtYr'1!tfl IxilYf.':•h 'SE?. 16.2e02 10,29AM GELCO SERVICES, INC. SALEM NO.740 • 0 %Neofty Y FJI��Y�II'bl�,h•i' glucm Cemied " Qm1patibility Lye: NaOH rl $odmyoxi e _ `` A-�E' xcp ent 4I � #� Y' R1 Yp � Magneslum Chloride A-Excellent n �.� ,_"�' •I�i .I . 'll,. .+. IuSiL '+I.:.-I.F. 'Yids+., - + 11, MaQneSium Nitrate A,-Excellent Vlagnesiuin Sulfate(Ep$om Salts) A-Excellent Maleic Anhydride A-Excellent - _._ Ma onnaise _116 _ +' A-ExcelIent ir LK i Pr,�curic Chloride(dilute) A-Excellent f i ��yy111����I mercury � A_-Excellently � L.1 ' � �`.} lvlethanol (Methyl Alcohol) B 1 -Good Meth Acetone C-fair Methyl Alcohol 10% t�h II Bl -Good Methyl Butyl Ketone � C-Fair Methyl Chloride ���{�f�I A xcellent Methyl Ethyl Ketone �C1. -Fair Methyl Isopropyl Ketone _A-Excellent Methylamine _ A-Excellent C. Milk r, A-Excellent j . et N Molasses A-Excellent Motor oil _ A•-Excellent Naphthalene A- c ent t'aw,Epw,iv('um,yimi(.vide-'7 -SEP. 16.20 2 10:30AM GELCG SERVICES, INC. SALEM N0.740 P.6/10 • • 0 lNe&ay chemiol patibiRty rylp11 rY� �• lr , �o-':i �•wr.,M. N��, �AY;.A..iR .LY.��. 'wRi�4� �.'s. .i��N�T.IDJIi.r i ickel 1�ritTate ��yy t 11 A —Exc ell ent Nitrating Acid(>1 H2S0 ) _ D-Severe Effac K. {j Nitric Acid(50%) D - Severe Effect Nitric.Acid(Concentrated) _ _ D -Severe Eifec I M R71 'a Nitrous Acid D Severe Effect Oils.-Anise A-?�xGellent lye..FAWNY-ARMI i Oi1s:Aone A-Excellent ku Oi.1s:Cinnamon 3 A-Excellent I :i -.�;�� �.Ta+�:��� ' �p''�1�' L;' .5,` �B�e.���rfS:,lilli�!�iL4;.•�F 'Ur. '..k, �Y`'':be��"+.l�l�i Oils:Clove A-Excellent I,'I Oils-Cod r.,iver A-Excellent Oils:Cottonseed _ Al -Excellent OUO)iesel Fuel (20,30,40, 50) Al -Excellent UNTME bils:�uager A-•Excellent RN W Oils: draulic Oil (Synthetic) i "A- xcellentlq Oilslinseed AA-Excellent A- cce)l ent ODSTeppermmi t _ A-Excellent I OiIs:Rueseed _ A-Excellent Oils:Silicone 4 ` A-Excellent lid Oils:SjPezm (whale) A-Excellent •SE?.16.2002 10:32AM GELCC SERVICES, INC, SPLEM N0.740 P.7i10 • lNedft& l�nllJmyESrynunJ a�W"fap.r l'VVt�L 1cal Coin,_ ati�ift TOM: L+{yam MA� P l�r.i � Oils, ine iellen i M F." N#. "' wry;- Oleuml00% D -Severe EffecVi. Oxalic Acid cold _ A-Excellent Ld Paraffin A-Excellent �, PerchloroethyIen�rea1 D -Severe Effect PetTOleum A2-Excellent Phenol (Carbolic Acuff) C-Fair Phosphoric Acid (crude) B -Good +� Phosphorus 1hchloride _ _ Al -Excellent Photo raebic Solutions _ B2 -Good :Nu 0 it lei Potash (Potassium Carbonate) a A-Excellent RMNA R. Potassium Bromide A-B=Uent Potassium Chloride -Excellent Potassium Cyanide Solutions A-Excellent Potassium Ferricyanide Al -Excellent Potassium Hydroxide(Caustic Potash) A-Excellent Potassium PPee'rtuanganate A-Excellpent ��1�.,��,3..4.� b "F�Iip I s• ' �• A'Y r��1`Y���7, Y 1,1, �'♦ i a-.. LJ'�-...�7�.R • 4+L1�171A@:I,Ob .1' I�MG�'�i�,�.ki f A ie(li uefied) �y A-Excellent Ayridine _ A-Excellent RaS�.n6 A-lxcellent PAW.Erkir7 i a mAt'1a 1;M1fh.9 'SEP. 16.2032 10:33gM GELCO SERVICES, INC. SALEM `0.740 P.e/1e • r %Neoov Punfa6a dr,m.i n.n. i••�. Salad Dressings A-lxcellent --jai 4 PR [ I TSca Water A ellent Shellac(Bleach��e}}d) �` _ A-Excellent Silicone A -fteellent IN Silver Nitrate _ A-Excellent Soda Ash (see Sodium Carbonate) C-Pair , i SodiumjA{luminat}e y t A-Excel]e�nt Sodium Bicarbonate A-Excellent 41 §odium Bisulffte A-Excellent SodiYYum Bromide A-Excellent Sodium jCh�l��orate }(y+ A-Excellent Sodium Chromate ,[ C-Fair ; Sodium Fwocyanide A-Excellent t 10E'31M AL oil f Sodium Hydroxide(20%) A2-Exceilextt Sodium Hydroxide(90%) A1 -Excellent §odium-Hyp4Chloiite(10 %, D -Severe Effec ' Sodium Metaphho'r hatye�� i'A-ExcellentNEW,KIM, Sodium Nitrate _ A-Excellent Sodium Peroxide C,Fair tl RPM Sodium Silicate A-Excellent €'k��:t•Sns�sp:'rii•rw€«n[x;Ulrit. �;} ' SEP.16.2002 13:35AN GELCQ SERVICES, INC. S.ALEM NC.740 P.9/10 • • 4NeoPoxy A`nF,�7ryWoa.,n, c �nro 5adittm - .�..�, �, ..�1 t `-.�••'+�.��:,st.+y,� � l ulfite _ _ A-` teelle I odium Thao �te(h o ` ' -g 11 sul a 5� } _ A xce lie Stannic Fluoborate A-Excellent ; f� Starch _ A-Excellent + Stoddard Solvent _ A-Excellent_ 11F Sugar(Li uids) A-Excellent ' Sulfur Chloride C-Fair Sulfur Dioxide(dry) Al -Excellent Sulfur Tioxide(dry) A-Excellent Sulfuric Acid (10-75%) _ Al -Excellent ck Sulfuryl Chloride A-Excellent Tannic Acid A-Excellent Tht#atic Acid A- Sent OW X Tlrtrachloroethylene N1A Toluene(Toluol) _ �tl B 1 -Good .1'`t i1M •�M eM. " M Rft, _T T'richlomacetic Acid D -Severe Effee +; TYichloraethylene _ C1 -fair There 1 hos hate A-Excellent Thsodium Phosphate A-Excellent -Urine _ A-Bxcellent M• � ISEP.16.3002 10:35AM GELCO SERVICES. INC. SALEM NO.740 P.10i10 0 • f lNeoftY A4HlperyeVwl..aM AL ... .114J 1L1dY .v� tl. '�...`-�' J�Ih�.r>FY�b�.�.-,a�� �5 �• yl Acetate A 1 -Excellent i Water,Deiontzed A2- xeell ben t AfJ Water,Fresh _ A-Excell ent Weed)Gil]ers A-Excellent White Liquor(pulp Mill) Y A-Excellent NK lene }1Y'�.�{�p y1�yyy�y �IyJ;Q y y A��-Excellent 11 T' AY W.. 'i.�tniM+rl 1' Zinc Hydrosulfite A-Excellent7. s� Ratings Chemical Effect A=Excellent. 6 =Good --Minor Effect, slight corrosion or discoloration. C=Fair--Moderate Effect,not recommended for continuous use. Softening,loss of strength, swelling may occur. D Severe Effect,not recommended for ANY use. NIA=Information Not Available. Explanation of Footnotes 1. Satisfactory to 72T(220 C) 2. Satisfactory to 120OF(480 C) 3.Satisfactory for( ) The information in this chart has been supplied to NeoPoxy Corporttion by other reputable sources and is to be used ONLY ass-a guide in selecting epoxy coatings for appropriate chemical resistance. Before coating,test the coating with tha chemicals and under the specific conditions of your ripplica- tion. Ratings of chemical behavior listed in this chart apply to a 49-hr exposure period; NeoPoxy Corporation has no knowledge of possible effects beyond this period. NeoPoxy Corporation does not warrant (neither express or implied)that the information in this chart is accurate or complete or that any material is suitable for any propose. Fact*:�:ss s'Fy i irn�t<w:d,urf3t I w SEP.18.2002 12:16PM GELCO SERVICES, INC. SALE.N N0.836 P.31/32 fir," try^ai � Chetntron International,Inc. Chemtron Pleas Kolf Center Parkway,Suite 315 Pleasanton,CA 90.566 Techrdcgy&ENineerirg Ph:92SA26,1400,Fax;925-426.8R11 wwwchemtron.com Chemtroo B-9220 Chemical Resistant Vinyl Ester Resin Properties B-W20 is a superior corrosion resistant vinyl ester resin based upon Ashland Chemical Hetron 922 and is designed to suit the special handling requirements of the cured-in-place process of pipeline rehabilitation and exhibits good cure in aqueous environments. Hetron 922 is one of the most respected products in the corrosion industry with a long history of outstanding performance. Typical Liquid Properties Solids Content(N•VM)................. 54 -56% Monomer...................................... Styrene Thixotropic Index......................... 3,5 Minimum Brookfield Viscosity(LV): #4 Spindle @ 20 Rpm............... 3,000- 3,500 Cps Weight Per Gallon........................ 8.5 - 8.9 Lb/Gal Specific Gravity............. .. ......... 1.03 1.06 Stability at 770E(25°C)................ 3 24 Hours (Catalyst:I%Pt rcadox 16 and 0,5%TBPB) Put I of 2(B-922.4) Enfire w11=t9 01997 121-AMnun International,rnc, AU rights rasftwA;leproducdon in whola Orin part without permts3ion is prohibited. We beli:ve this information is ralishle,but Kr,do not guatanm its amt raq and assume no liability arising out of its vse.the user,sbaWd thoroughl y tastany appkalon prior tommmetri4 atioa Oijr=mmendations*nuld not be taken aslnduaauentstobtiinge any patentorAaWemy law,eafMcodaorinswance reguiation. Chs•:ntrnu Iweruathinal•TeChnologN S noutt 1 Page: %inO t +-r . ' S=P. 18.2Q02 12:17PM GELCO SERVICES, INC. SALEM N0,636 P.32i32 CherAtron Technology& Engineering t Typical PhysirW Properties of Unreinforced Cured Resin Flexural Strength (D790) 201500 psi (1.41 x 10skPa) Flexural Modulus (D790) 500,000 psi (3.45 x 106 kPa) Tensile Strength (D638) 12,500-psi(8.62 x 104 k Pa) Tensile Modulus (D638) 460,000 psi (3.17 x 106 k Pa) Tensile Elongation (D638) 63% (break) B=DI Hardness (934-1) 30 (avg) Heat Distortion Temp. (D648) 221°F(105 C) Typical Physical Properties of Laboratory Flexural Strength (D790) 14,400 psi (9,9 x 1.04 kPa) Flexural Modulus (D790) 404,200 psi (2.78 x 10'kPa) Tensile Strength(D63S) 7,390 psi(5.W x 104 k Pa) Tensile Modulus (D638) 231,600 psi (1.59 x 106 k Pa) `ensile Elongation (D638) 3.8% (break) Specific Gravity 1.13 Barcol Hardness (934-1) 39 Typical Physical Properties of Laboratory Fibrous Glass Laminates (1 veil, 8 mats,4 Woven Roving) Flexural Strength (D790) 26,100 psi (1.79 x 10S 1cPa) Flexural Modulus (D790) 1,116,000 psi(7.69 x 106 kPa) Tensile Strength(D638) 23,100 psi (1.52 x 10$k Pa) { Page 2 of 2(B-9220) Enfim ommnts®1997 ChemtYon Intmv6onal,rnc, An rights msw� ed;mproducdoo m wbole or in part wilhom pessnLwoft is prohibi c4 We beiiovs this infarme m irm ioble,bum do notguummitsw=mLy and 7ba usersbould thormugbly[es vy appiicadm p for tocotnntertaalizapon.Our>ecolnn>:rldaaoasshouldnot4elpken esu�d+,loemanlswinfi'ingwaaypelmtar•viola{e3nylaw,aai'erycode0tinsurancetr�ula>;nn. + E,rrurroi+l Ilttcr nariollUl• TeO)Ihiioj-;i 8 t-nginec-ring•Rt—k 1 1',,•�,. 1 a+I E rlrr• { rts.,r•, . 'm ox rl.w•rl: i swrii I)A 4r SEP-18.2002 =2:02PM G C0 SERVICES, INC. SRLEM � N0.836 P.2i32 Che tron Technology&Engineering CHEMICAL 'CONCENTRATION TE''►UERATURE OF) ( EN UONMCNT M B-3000 9220/9800 Aetrexl 4L 1Q0 100 Acetaldehyde 100 NTR' NR Acetaldehyde Fumes <4'0 ibs/its 90 Acetic Acid 14 :. 166 2?0 Acetic Acid 15 160 220 Acetic Acid 25 16Q 220 Acetic Acid 50 150 130 Acetic Acid 75 — 1Q0 Acetic Acid,about 109 in Hydrocatbon, i Liquor and Vapor — .— I 7-0 AceticAcetic Acid,Glacial 100 100'F `R Acetic,GIacial:70%Nitric: 49%Hydroflttoricl 3:5:1 Q 100'F NR NR Acetic Anhydride 100 . NR -- Acetic Anhydride 100 @. 120`l~ NR NR Acetone6 100 NR NR Acetone:Cyclohexane: Ue>ne: Water 10:1.0:10 NR -- i Acetone Water 10:90 — 150 Acetodrile 100 NR NR Acetophenone 100 NR NR Acids(Sulfuric,Phosphoric,Acetic), Soda Ash,Qrganic Salts,Dye Stuffs, 3-5%Solids,p14 2-5 w — 165 ( Acrviamide S0, -- 80 Acrylic Acid 100 @ 1004 F NR -- Acrylic Acid 25 — too Acrylic Acid to 100 106 Acrylic Emulsion — 120 120 Acrylic Spray Liner,Water Reducible at 120'F(PPG Industries) — 120 I 120 Acrylic Wet Ink Varnish,Water Reducible at 120'F(PPG Industries) ---- 120 ! 120 i Acrylonitrile. 100 NR NR 4 Adagenl-442 100 120x y 120 i Adogen 448 100 120* 120 Algaecide,phenate based ion 125 — AMUne Film Shipper;Suty1 Cellosolve: I Monoethanol-Amine @ 138'F 57,30 NR — Alkaline Soak Cleaner 10 oz/gal NR 180 Alkyl Aimethyl B=vl Ammonium Uiloride: Phosphoric Acid:lnerts 0,1:25:75 100 Alkyl Dimethyl Benzyl Ammonium Clilaride: Tributyl Tin ChlorideXt.hylene Oxide/Amina: Hydrochloric Acid:Inerts 0.1:0.1:23.77 — 100 AM-yl Ether Amine Oxide Surfactant — 120 120 Alkyinte,Substiluted Benzene Type,Refinery — 90 — Allyl Chloride 100 — goU Alum 10• 170 — Alum Sat'd ISO 250 4 Alum,Potassium All 180 220 A,luminiurn Chloride All 170 250 Aluminium Chlmhydrate SO — 200 . -,. 'i, ie.,,:r, ..- fi''Ia'Irt. �• . -•, ,^ 1EliL fi •,, � ,. . SEP.18.2002 12:03PM RVICES. INC. SALEM N0.836 P.3i32 F' I CheAi ;-n rr Technology& EngineeHng CErM1<CAL CONCENTRATION TEMPERATURE(°I') EN'VIRQN MNT (%} B-3000 9220/9800 Aluminium Chlorobydrgxide 210 Aluminium CiUatc . . Saf d=' 170. 200 Alurnlnitlrn�>rtcbant,l?1Qsp(iate 165 Aluminium Ruo0deg' All .. 90: 90, Aluminium Hydroxide: Sat'd — 200 Aluminium Hydroxi4e 20. 150 1 200 Aluminium Nitrate Sat'd 160 180 Aluminium Nitrate 10 — — Aluminium Potassium Sulfate All 180 220 Aluminium Sulfate .All 11;0 250 Aluminium Trichlorlde 40 — — AmerexT 201 100 LS 125 --- AmerW 209 100 --- Aminoethoxy Et mol @ 270'F 100 ;1R — Aminoethyl Piperazine .100 NR Ammonia Dry Gas 90 180 Ammonia,Liquid 100 NR Ammonia,Wet Gas � '90 150 Ammonia: Ammonium Sulfate: Sodium Chloride: Cupric Sulfate @ 195'F 1M:2m:500 ppm:0.1M — 195* Ammonia Fortified Glass Cleaner — — I" Ammonium Acetate 50 — 110 Ammonium Benzoate All No Ammonium Bicarbonate 10 -- 160 l Ammonium Ricaftnate 15 130 i 160 Ammonium Bicarbonate 20- 120 160 Ammonium Bicarbonai Sat'd- NR 150 Ammonium Bisulfite Liquor — - 180 Ammonium Carbonate 10 I 180 Ammonium Carbonate 30 NR 100 Ammonium Carbonate Sai'd NR 150 Ammonium Carbonate:Sodium Chloride, pH13 155 0 23A'F -- NR Ammonium Chloride 45 — — Ammonium Chloride Sat'd 180 220 Ammonium Citrate 50 I70 — Ammonium Citrate Sat'd 120 150 Ammonium fluoride3 10 — ISO Ammonium Fluoride 40 — Ammonium Fluorido-3 All 90 100 Ammonium Hydroxide' 5 NR 180 Ammonium Hydroxide 10 NR 180 Ammonium Hydroxide 20 NR 150 Ammonium Hydroxide 28 NR 125 Ammonium Hydroxide 30 Nl. — Ammonium Lauryl Sulfate 100 110 130 Ammonium:Manganese Sulfates,pH5 158:13 gpl 1251" 125 Ammonium:Manganese Sulfates: Sulfuric,pH2 115:13:4.0 gpl 1251, 125 Ammonium Nitrate 45 -- -- Ammonium Nitrate 60 160 — Ammonium Nitrate Sat'd 160 220 Ammonium Aersulfate 75 — -- i:5 . _i n, ! •1 +i :.l i,:h i-,1,' d , .,. i :,�:i,'S•I li: ttn.J � + . SEP.18.2002 12:03PM 0 SERVICES, INC. SALEM NO.836 P.4i32 I I CheAIron • Y Technology&Engineering CHEMICAL CONCENTRATION TEMPERATURE(7) t ENMONTNIRNT (%) B-3000 9220/9800 Ammonium Persulfate ISO Ammonium Phospba.te IOt'fl Ammonium Phosphate,Dibasic 65 Ammonium Phosphate,Dibasic Sat'd . ' :VR 216 Ammonium Phosphate,Monobasic 65 170 210 Ammonium Sulfim 25 Ammonium Sulfate Sat'd 170 220 Ammonium Sulfate:Ammonia: Sodium Chloride:Cupric Sulfate @ 195'r 2M:M:500 ppm:OAM — 195k Ammonium Sulfate:Diammonium Phosphate 10:10 90 — Ammonium Sulfate:Thiosulfate: Thiocyanam:Water 2.3:S.5;4:98 130 130* Ammonium Sulfide 29 100 Ammonium Sulfite 10 100 AmmoniumThiocyanate 20 170 210 Ammonium Thiocyanate Sa;'d 120 120 Amnnortium Thiocyanate:Thiosulfate: I Sulfate:Water 4:5.5:2.3:88 1.300 130* Ammon wtl TMi oa fate 50 — — Ammonium T'hiosulfate 60 NR 100 Ammonium:Thiosulfate:Tltiocyanate: Sulfate:Water 5.5:4:2.3:88 130* 1300 Amsco1 BKOR Solvent 100 100* 100 i Amyl Acetate All NR 1002S Amyl Acetata @ 120'F 100 NL R Amyl Alcohol All 10Q 2002R Amyl Alcohol Vapor 140 140 Amy] Chloride 0 120'F 100 NR 120 Anaerobic Sewage — 85 85 Aniline 100 NR NR Aniline Hydrochloride 100 ISO Aniline Hydrochloride,Substituted: nr:HCI:Br2.H2O 15A.5:1.5:1:78 — 1404 Aniline Sulfate 20 — — Aniline Sulfate Sat'd NR 220 Antonio Polyelectrolytes,Blend J00 LS125 •— Anthracene Oil 6 90 •— Anthraquinone Disulfonic Acid @ 150'R 1 150 150 Andmony Pen tachloride 100 90 90 Antimony TYichloride Sat'd 160 220 Aqua Regis(Conc. Hydrochloric: Conc.Nitric,3:1) Conc, NR NR Aqua Regia Conc, C 1600 F NR NR Aqua Regia Fumes Conc. NR — Armeen Ct Conc. NIR — Armeen DMCD I Conc. 120 — Arquad CI50t Conc. 120 J Arsenio Acid All I 90 Arsenic Acid 19'Se 90 ISO Asphalt — 195 -- Bactericide Phenate Dared 100 125 125 Barium Acetate Sat'd NR 190 .. .. :r :..lr.rin,rrrl • l .cl:rl. : ;, \ t I•:: '+ u:F !S!„d � ' '. SE?.10.2002 12:03PM GELCO SERVICES, INC. SRLEM . N0.036 P.5i32 F I Cherlhtron 'q0' Technology&Engineering CHE1MCAL CONCENTRATION TEMPERATURE OF) t` ENVMONMENT M B-3000 9220/9900 Barium Carbonate • All L ]8Q, ' 220 501im Chloride, AlX .,. •1$0,. 210 Barium lydroxide I0 ;'J ; 0' 160 Barium Hydroxide Sat'd �,_ -N1�' 150 Barft in Sulfate All ' ' 1.70. --220 satxum 3t fide Sat'd NR 180, Beer 100 90 NR B=,Brewing Kettle Fumes — ISO — Beet Sugar Liquor --- — 180 j Renzal Chloride 100 NR — Benzaldehyde 100 MR — Benzene 100 LS:90 10026 Benzene @i 120'F 100 NR NR Benzene 5ulfonic Acid 30 150 220 Benzene Sulfonic Acid 100 G 180°F NR 180 Benzene SulfonicAcid ' Sat'd NR 220 Renzene Sulfanic Acid;Sulfuric:Water 88:7.5 140 i 140 Benzene Vapor 90 -- Ranzoflext 9.88 100 120 120 Benzoic Acid Sat'd 170 210 Benzotrichlorido 100 ti1R --- Benzoyl Benzoic Acid(0) All -- 2t0 Benzoyl Chloride 100 NR -- Benzyl Alcohol 100 NR laO28 ( Benzyl Chloride 100 NR so Bicept 100 100 Biocidet 207 100 125 125 Biocidet 285 @ 125'F ]00 125 125 Biacide;Chlorophenate, Organic Sulfur Type 100 125 125 B_ iocide;Chlorophenol,Methylene Thiocyanate Blend @ 125'F 100 125 125 Biodegradable,All Purpose Liquid Cleaner 100 100 100 Biodegradable Detergent, Liquid 100 100 100 BKOH, Amscot,Solvent 100 100* 100 Black Liquor,pH>7 — NR 180 Black Liquor Recovery Furnace Gases @ 240.325'F — NR 240 Bleach Reactor-b%Sodium Ijypoehlorite¢ — NR -- Bleaches Clacium Hypochlorite4 Sat'd 120 I I80 Chlorine Dioxide 5 in air 90 120 Chlorine Dioxide 15 in air NR — Chlorine Dioxide <lgA NR ISOM Chlorine Dioxide — — 45 Chlorine Water Sat'd LS125 ISO Sodium Hypochlorite4a'T 5 t14 120 ISO Sodium Hypochlolite%r'' 10 100 150 Sodium Hypochlorite&5-1 1S NR 150 Textone — NR 210 { Zinc HydrosuIfite 5 -- M Blow Gas Absorber — 120 Bondetitet 1303 Ma1:e-up — — 100* Bonderitet 1303 i epleuisbing — 100* SEP. iB-2002 12:33PM GELCO SERVICES. INC. SALEM • N0.e3G P.6i32 I Cheffftron low' Technology& Engineering CHEMICAL CONCENTRATION TEMPE,RATUR E(OF) ( ENNMO�r'1bIlENT (9rc) B-3000 9220/9800 Borax Sat'd 180 210 Boric Acid Sat'd . 180 220 Boric Acid: Sodium Sulfate with 0.25% Sulftuic Acid,0.03%H:O2, 100 ppm Iron, 3000 ppm Chloride,Temperature Cycledl6 15,25 — 2051; Bottle Washer Soluti013 5110 -- 170 Bowl 0eanse,1400 — 300 100 1 Bowl Cleaoset — — 100 Brake Fluid 100 — 12028 Brew Kettle Fumes -- 150 -- Brine,C12 Sat.,pH 2 300-310 gpl NR 220 Brine,Dechlorinated;pH 2-3,Free Chlorine(Traces) @ 200'F Sat'd y NR8 Brine,Salt Sat'd , '180 220 Bronlige,Dry Gas 100 lvlt 100 Bromine Fumes 1VR 100 Uromine,Liquid 100 NR NR Bromine Water Sat'd @ 75'F NR I 75 Bromine:Water 5:95 — I4 200 Bromine;Wet Gas ]00 NR 90 Buildt Detergent Solution,pH 9-10 ]0-12%Solids — 120 B utadiene Latex — 80 -- 2-Butoxyethanol 100 — -- 2,2-Butoxyethoxyethanol 100 — Butyl Acetate 100 LS:90 90 Butyl Alcohol, Normal 100 80 12029 Butyl Alcohol,Secondary 100 B0 12029 Butyl Alcohol,Tertiary 100 s0 120'8 Butyl Benzyl Phthalate 100 — --- B utyl Carbitolf 100 — ]00 Butyl Cellosolvet 100 90 150 Butyl Cellosolve:Monoethanolamine Film Shipper 0 I38'F 57:30 UR — Butyl Ether 100 80 BO Butyl Phthalate 300 — — Butylene Glycol l00 160 ISO Butylene Oxide 100 NR — Butyric Acid 25 ]20 210 Butyric Acid 50 150 160 Butyric Acid 70 ]50 160 Butyric Acid 100 NR 100 C-56t,Crude -- — ISO Cadmium Chloride All -- Calcium Bisulfide Sat'd 160 Calcium Bisulfite Sat'd 170 ISO Calcium Car6onaie Sat'd 160 220 Calcium Chlorate Sat'd ISO 220 Calcium Chloride Sat'd 180 220 Calcium Hydroxide 15 180 190 l Calcium Hydroxide 25 160 — Calcium Iiypochlorire4 Sat'd 120 ]so Calcium nitrate Sat'd l80 220 Calcium Sulfate Sat'd ISO 220 SEP.18.2002 12;04PM GELCO SERVICES, INC. SRLEI NO.836 P.7i32 CheAtron 40 Technology& Engineering C NUCAL CONCENTRATION TEMPERATURE(7) t EN IRONNiENT M B-3000 9220/9900 Camphor . ?. 100 9-7gs•F.. — Cnng Sugar Liquor Canning Plagt Wasie' Capric Acid 5 l60' '' 200 Capric Acid Sat'd i6Q ' l I' 'Igo - Caprylic Acid 5 160: f 2QQ . Caprylic Acid Sat'd 160 I 200 Carbamide Sat'd 150 160 Carbon Dioxide,Wet,Acidic 100 200 250 Carbon Disulfide 100 NR ! NR Carbon Disulf de Recovery Fumes — NR ..- Carbon Disulfide Vapor 25 NR I — Carbon Monoxide Gas 300 200 I 250 Carbon Tetrachloride 100 ; 1rS:90 1502E Carbon Tetrachloride,Vapor 100 I 90 15026 Carbonic Acid Sat'd 160 90 Carrbowax 100. - 120 � Carboxylmethyl Cellulose 10 — Igo Carpet Shampoo — LS 3 00 100 Cascade Detergent Solution 5 — 220 Castor Oil 100 ---- 120 Catalytic Refining Feed -- 90 -- Cationic,QuaMmary Ammonium Compound in lsopropartol — 120* 120 ( Caustic Spent,Phenolic,Refinery -- 130 130 Caustic Spent,Phenolic, Refinery, Neutralized to pH S-6 — 130 130 Caustic Spent, Sulfidic,Petroc4etnical — 130 130 CaustiF Spoor,Sulfidic PetrochMiical,' Neutralized to pH 5-6 — 130 130 Cerous Nitrate Sat'd 90 Cheese Water — 175 -- Chlorinated Phenol Disinfectant — — 100 Chlorinated Way: 100 — 200 Chiortne2 Liquid NIR -55 Chlorine Gas Coolers d StripperO — NR — Chlorine Cis,Dry 100 180 250 Chlorine,Wet Ftttrtes — Chlorine,Wet Gas 100 NR 180 Chloripe Blow Gas Sciubbingwith 20% Na01-14 NR 120 Chlorine Dioxide -- --.- 45 Chlorine Dioxide 5 in air 90 120 Chlorine Dioxide 15 in air NR — Chlorine Dioxide c1 g/1 NR 18030 Chlorine Di oxi de Process Bleach Towers — — Igo Chlorine Dioxide Retention Tower — -- 180 Chlorine Dioxide,Wet Sat'd 120 — Chlorine Kill Tanks,Cttusdi Chlorine -- — 100 l .Chlorine Scrubbing-5%NQQH4 — — 120 Chlorine Water Sat'd 75 180 Chloroacedc Acid 25 90 150 Chloroacetic Acid 50 NR 100 -I,if m II?N.I Ik: IL.-W.I tLVA 11„1 1r1 .. t Ilvr r}rr'rt rlt- �Sr i{1. I ', ;•v= 1 r+r' :-'i ' sEP.le.2002 12:04PM GELCO SERVICES, INC. SALEM NO.e3G ?.3i32 F 4 CheAtron Technology&Engineering CHENnCAL CONCEINT1tA'TTON TEMPERAT RE M D,NV 0NMENT M B-3000 922019800 C iloroacteec Acid Chlarobenzene .. , ' .]0 ,' < �ry� ;'r'`��'•r SO�a. Chloroform,Liquid a0 Chlarofonn:Methylene Chloride: ''Carboq Tetrachloride,5rna11 Amtiunl" Methyl Chloride,H20,IiCI @ 100'r 3§:b5:5 'VTR Chloroform Vapor 100 NTR Chlorosulfonic Acid. 100 VR NR Chromate-Zinc Sl:rid Inhibitor Stabaized 100 125 Chrome Plating @ 100'F NR 100 Chro-mc Acid. 5 90 i 120 Chromic Acid 10 N\TR 100 Chromic Acid Chromic Acid 30 NR NR Chromic Acid 40 Hr4tigi�Y7;satin aCtory to 140`r Chromic Acid 50 Heiph 72 satin actory to 140'P Chromic Acid Sat'd NR Chromic Acid Evaporator,Vacuum, Recovery Units with 20%by Volume Concentrated Sulfuric @ 160'F 55 ozlgal. NR NR Chromic Acid,Intermit 15-20 NR NR Chromic: Sulf tic Acids 40:0.4 ozlaal NR — Chromic: Sulfuric Acids 53;53 ozlgal NR — Chromic: Sulfuric Acids 33:0.33 ozigal N'R --- I Chromic: Sulfuric Acids 53:0.53 oz1gal RR — Chromic: Sulfuric Acids 20:20 NR — Chromic: Sulfuric Acids 20:32 -.NR — Chromic sulfate All — 150 Chromous Sulfate Sat'd 170 150 Citric Acid 5at'd 180 220 Citric Acid Sat'd 0 265'F NR NR Cleaner,Biodegradable,All Purpose Liquid — 100 100 Cleaner&Disinfectant,Pd 64t 100 — 100 Coatings.Water Reducible 0 120'F Acrylic Wet Ink Vamish(PPG Industries) Sat'd 120 I20 Polyester White Enamel(PPG Indusuries) Sat'd 12.0 120 Epoxy Spray Liner(PPG Industries) Said NR — Acrylic Spray Liner(PPG Industries) Sat'd 120 120 Cobalt Citrate 10 — — Cobah Citrate Sat'd --- 140* Cocarnidapropyl 13etaine 100 ,. 120 120 Cocamidopropyl Dinmethyl&mine 100 120 120 Coconut Oil 100 175 180 Codliver Oil 100 90 — Condensable Liquor,pli 9,Pulp and paper MiII -- — 130" Cooling Tower Inhibitor,Chromate-Zinc Blend,stabili2ed ]00 125 — Cooling Towers — 90 90 t Cooling WatexO,pH 5.5-7 — 150 170 Cooling Water,20 ppm Cluomnts — 186 180 i Copper Acetate Sat'd 160 180 Copper Chloride Sat'd 1$0 220 ..'Wir fa. _.Gi.11..11''I,:I - i:.'ili:,r:!1" .. IUr r• lr t. . .rill' 1� ti.lr i 1 r .r•J. SE?.1e.2002 12:05PM G-t_CO SERVICES, INC. SALEM N0.836 P.9i32 FIChe tro n Y Technology&Engineering CHENUCAL CONCENTRATION TEMPERATURE OF) ( ENVIfRONAMNT (%a) B-3000 ! 9220/9800 Loper Cyanide' $,at�d• :• I'' . ';',g ;',;,. [;.;, 2R er oridel' Cfipp .F41t •• • :, Sal d��, 7.�, PPT N txl S sat' � ' fl Copped Qzychl fide ;1 ,, Copper Oxy0j)pride ;r��:;;. , '.. Sat'c�'t ;,ti�'NI� ' ' Copper pickling�gtb 11? b Fez(SOa)3, ' , :n•�' +�'. �:�! ,'.,: . r; �_:{� 10%H2SO4 — , 210 Copper Sulfate Sat'd 180 220 Copper Sulfate:Sulfuric Acid 12:28 120t 12001 Cam Oil 100 200 Corn S tarcb Slurry — 220 Corn Sugar All — 220 Cottonseed Oil ]00 100 200 Cresols,Mixture 100' . i — Cresol kutms — Crosylic Acid 100 4 756 F ..,NR MR Cresylic Acid fumes 100 NR -- Cresylic Acid:Sodium Hydroxide 12;5 — 180 Cresylics,Wwr,Neutral Oils, Nlercaptans,1`12S,Waste Liquor,ply 5-6 — 130 — Crude 011,B 100 90 -- Crude Oil,Sour 100 180 210 Crude Oil Storage Tank Bottoms — 130 100 Crude Oil,Sweet 100 ISO 210 1 Cutback Diluent,Refinery �0 — CWT" 102 l00 125 CyA 51.01 :' :� 90 . — Cyanuric Acid Tank with 16%Sulfuric, Steam and Calcined 1-11ea 210. — Cyclobexane Vapor '175 180 Cyclohexane 100 140 15028 Cyclohexane:Acetone:Hexana:Water 10:10:1:79 NR — Cyclohexanone 140 NR — I Decanol 100 160 — Defoamvt;L-880,2I-905 100 — 140 Defoatner;L-917B 100 140 Deionize4.Water 100 18Q. 220 Deionized Water,High Purity, 1.5 fuTtho/cm. 100 90rs — Demineralized Wmei 100 180 220 DesUIfurizer Feed/Refinery T 90* — 1304 fut-izing 902,H2S With Monoethanolamine Ina NR -- Detergent Alcohols ion — 180 Detergent Ram-'hidecylbenzene Sulfonate — — 120; Detergent,Biodegradablo,Liquid -- 100 100 Detergent,Dimethyl Benzyl N-Alkyl Type with 23%HC1,77%lnerts — — 100 Detergent,Dimethyl Renzyl N-Alkyl Type with 25%O Phosphoric,75%Inerts — 100 Detergent, Diabwashing,Liquid, Biodegradable — 100 100 Detergent Solution, Buidt pH 9-10. ' 10-12%Solids — — 120 LL[;1':,..r,.:'r,:d :1 L 11731 Ib1;% ? :LL'Ij11.1f11L1'p, • Fom%.. I !' .r, •,l.r.[,n SEP.1e.2002 12:05PM GELCO SERVICES, INC. SALEM NO.836 P.10/32 F I CheAtron "'Row" Technology& Engineering CEMMIICAL CONCENTRATION TEMPERATURE(°F) ENVIRONMENT B-3000 922019800 now Detergents,Organic Detergents, Sulfated DetergentsF ,Sulfonated 160 '„'�°220' a �' ,• DR-121;. Diallylphthalate All DI-Ammoniwxl Phosphate 0 225'F 65 SAT: Di-Ammonium Phosphate:Ammonium Sulfate 1.0:10 90 — Dibasic Acids 80 NR 195 Dibromophenol — NR NR 2,3-Dibromopropanol C 120'F 100 --+ NR Dibromopropanol,Small Amount Tribromopropane-&Brominated OrgOnics 100 @ 80-120,F NR Dibutyl Ether 100 •.80 150 Dibutyl Phthalate 190 s0 2 .o Dibutyl Sebacate >00 210 Dichloroacedc Acid 1Q0 @ 265'F .:NR • NR Dichloroben2ene. 100 NR 10028 I,2-Dichloroethane 100 NR — Dichloroethene 100 NR — Dichloroethylene 100 NR NR Dichloromethane 100 NR NIZ Dichloropene:Dichloropropane @ 100'F NR Dichlorophenol 100 NR — ( Dichloropropane 100 . NR NR Dicbloropropene 100 NR NR DicliJarapropionic 100 — Nk JDicaca Dimethy)Ammonium Chloride ]20� 120 Diesel Fuel [00 175 200 Diesel Fuel,Premium — 90 — Diethanol Amine 30 90 120 Diethanol Aspine 100 l 120 Diethyl Benzene 100 NR 12029 Diethyl Carbonate 100 — ' NR Diethyl Ether 100 @ 75'F NR NR Diethyl Fonnamide 100 @ 75'F --- NR Diethyl Ketone 100 NR NrR Diethyl Maleaie 100 @ 754 F NR Diethyl Malowe:Water 97:3 @ 212'F 1•,'1� Diethyl Sulfate 100 100 Diethylamine 100 -- NR Diethylene Glycol 100 180 210 Diethylene Glycol N-butyl Ether 100 90 Diethylhexyl Phosphoric Acid(in Keroseve) 20 — ISO Diglycolann ne @ 270'F 100 NR — Dihydrogenated-Tallow Dimethyl Ammonium Chloride:Aqueous Tsopropanol 75:25 L20* 120 Dilsobutyl Phthalate I00 — 150 Diisobutylene T00 — 100 Diisocyanate,Diphenyl Methane 100 120 -- Diisopropanolamine 100 — 120 Dimethyl Acetatnide 70 -- -- SEP.18.2002 12:05PM GELCO SERVICES, INC. SALEM NO.836 P.11i32 F I CheAtron 14UP" Technology& Engineering CHENUCAL CONCENTRATION TEMPERATURE(F) ( MMONMENT ( +} B-3000 9220/9800 Dimethyl Anti.ne 4 . — Dimethyl Benzyl N-AAty1.Type Detergepts •with 2'�qo R�,ax�S%.�bgspliori�; - . . ; `;,.A .'; . and refit inetTs Ditneth'yl Distearyl Ammonium Chloride: Agpeoµs Ispl?rPP&P41: 72:25'..,, . 120'!! 120 Dimethyl Formamide 7.2 ...- — Dimethyl Formarnide 30 NR — Dimethyl Formarnide.@ 90°F 100 NR NR Dimethyl Morpboline @ 1.20"F 100 NR 100 Dimubyl Phtlalate 100 NR 1502t Dimethyl Sulfoxide 100 @ 75"F NR -•- Dioctyl Phthalate 100 NR- 150 Dioxane 100 NR Diphenyl Ether 10Q(i�75.F 120 Diphenyl Methane Diisocyanate 100 120 — DiphenylOxide 100 NR 120 Dipropylem Glycol 100 160 210 Dipropylene Glycol Dibenzoate 100 120 120 Dishwashing Detergent,Uquid, Biodegradable — 100 100 Disinfectant,Chlorinated Phenol Type — -- 100 Disinfectant&Cleaner,Pd 64t --- --- 100 Dispersant,Anionic,Blend 100 125 — I Dispersing Agents 106 125 — Distilled Water t00 160 220 Divinyl Benzene 100 INR 120 Dodecpe 100 — 150 Dodecerie 100 NR — 1Dadecener Trace MCI 100 NR — Dodecyl Alcohol 100 — 180 Dodecylhenzene Sulfonic Acid All — 220 Drewsperset 732 100 125 j — Drewsperset 734 100 125 — Drewspenet 735 @ 125'F 100 LS DrewspMet 738 @ 125'F 100 LS — Drewspearset 741 @ 125'F 100 1_S orewspersef 780 100 125 — Dualf SE 100 — 100 DXE:Xylene;Trace H2SO4;Flnke Causric 50.50 0 to 185'F NR — EDTA 38 90 EDTA 100 - - 100 Electrasalt Detergent 5 — 150 Electronics Plant Waste ---- AMP Electrostatic Precipitator Fumes, 112 Carbonate,3%SulfQre, 1/10%Fluorides, 1/10%Bicarbonates — — 185 Elvaset — 100* 100 ! P 52-A65f 100 90 90 Epichlorohydrin 100 — NR Epoxi 'diced Soybean 00 100 -- 150 Epoxy Spray Liner,water Reducible @ 120'F(PPG Industrias) — NR — ! .. i. [Ilrl l:,.Y i• L:IE tl','t Yll.sl its, A ill'illtl:it lye- :.•.d, ) I'• SEP. 18.2002 12:06PM GELCO SERVICES, INC. SALEM • N0.836 P. 12/32 Cherfltron "W" Technology& Engineedng CHEMICAL CONCENTRATION TFNIIPERATU"(1) � ENVIRONMENT W B-3000 1922019800 Erianaalt WJ 100 ;90 Esters,Fatty Acid 140 18Q 1BO Etchant,Fresh(50%Ammozi u.m Hydroxide). --. .'. 120 I E-Tchant,Spent; Ammonium hydroxide Rased; 18 ozlgal Cu — 120 Ethanol i Ethanolamine 100 NR 90 Ether 100 @ 751 F NR NR Ethyl Acetate 1.00 NR NR Ethyl Acetate: Methylene Chloride: Caustic,50% 16:83:1 NR NR Ethyl Acrylate 100 — NR Ethyl Alcoho]25 1S -- 150 Ethyl Alcoholli 50 p0 150 Ethyl AlcohoW 95-100 L5, 1004 Ethyl Benzene 100 NR 10026 Ethyl 5romide 100 NR NR Ethyl Chloride 100 NR NR Ediyl Ether 100 NR Ethyl Silicate 100 — -- Ethyl Sulfate 100 — 100 Ethylene Chloride(Ethylene Dichloride) 100 NR NR Ethylene Chlorolaydrin 100 — 100 1 Ethylene Chlorohydrin 100 NR Ethylene Dibromide 100 NR -- I Ethylene Glycol All ISO 210 Ethylene Glycol Monobutyl Ether 100 40 150 Ethy1madiamine Tetra Acetic Acid 38 g0 £thylenediamineTetra Acetic Acid 100 --- 100 I• EVAf — 1.00* 100 Exalrr — — Fat Splitting Exhaust Gas — 195 -- Fatty Acid,2-5%Sulfuric -- — 100 Fatty Acids Sat'd 180 220 FCU Feed 90 — Ferric Acetate Sat'd — I80 Fenaic Chloride Sat'd ISO 220 Ferric Nitrate Sat'd 180 j 220 Ferric Sulfate Sat'd 180 220 Ferric:Sulfate 25 — -- Ferrous Chloride Sat'd ISO 220 Ferrous Nitrate Surd 160 220 Ferrous Sulfate Sat'd 190 220 Fertilizer Solution 8-8-8 — i50 Fertilizer Solution 10-34-0 9020 — Fertilizer Solution,Nitrogen 28 $0Z0 — Fire Retan:lmt Liquid(Osmose Co.) 50& 16 82 -- Fish Oil and Meal Exhaust Gas 175* 175 Fish Tanks`' 90 — t Flue Gas21 0 340°F NR Flue Ga$22 0 280'F — Nl` -- Flue On,,;,Boiler @ 340°F — NR Flue Gas,Coal Fired @ 340` F �- ' SEP, i8.20e2 12:07PM GELCO SERVICES, INC. SALE' NC.836 ?.13i32 0 1 he tron Technology&Engineering CHEMICAL CONCENTRATION TEMPERATURE M GNMONM NT B-3000 922019800 F upp tt��as r Rpc vprJ B60.0 u ses 4OXF.' I.,,5�1' 1.. ��,: l,•.5 T' I�i+p�. b� V0 Fluolsoricr�►cid, •.r� ',: ,•Y::;- ;',: .1 ,• '- /;;i.;',:,`�:. : �•.� �� Flpaporic Acid3 I.,!:I" �rL;i:r�t_, ;, p'.+qsl v;': ' _S�' '>f;,;.�:, ' .1 , .F��i9C1 ;U,�;�j ,200 FluorineGas r.,, 1;`' 1Q�; ;'�}I ;T Fluosiliefe Acid3 .y 10 :.r, 106 1S0 Fluosilicic Acid3 25 90 120 Fluosilicic Acid3 35 NR too F1UOSiliC]C Acids 5$t`d — 100 Fluosilicic Acid Fumes,We13 -- — 200 Fluosulf0nic Acid 100 C 80,I= NR --- Fly Ash Slurry — 90 — Fotmaldehyde 25 tS0 150 Formaldehyde 25-37 9d 150 Formaldehyde 50-52, Formaldehyde 0 150'P 37-44 90 Formamide 100 ; l oo,,; 100 Formic Acid 10. 150 180 Formic Acid 25 120 120 Formic Acid 50 NR 120 Fornuc Acid 90 — 120 Formic Acid 100 NR — Freon lI 100 — 7528 Fruit 3uices9 — 90 — t Fuel Oil,No.I and No.2 100 170' 170 ttrAig�nts COnt, NR Fungicide, Phenate,83,''.,': 100 Fungus,95%Relative I�OOr ity Mli.- E-5272C AWergUlus Fiavus(10936) — 85 — Chaetomium Globosurn(6205) --- 85 — Mernerioniella Echinata(9597) - 85 Penicillium Citrinum(9849) — 85 I — Furfural 5 — 150 Furfural 10 — 120 i Furfural 50-100 NR NR Furnace Oil — 90 — FusioO I2.62 @ 175'F - Iv'R NR Gas'Oil,Djuty,Refinery, - 90 --- Gasohol Call C>Zeatltf a fbr Fpeelfic Ga 5ohQl blend Gasoline 100 Call Gasoline,Aviation 100 Call Gasoline:Benzene 90:10 Call. Gasoline Components ---- Call Gasoline,Ethyl 100 Call Gasoline,Lead Free — Call Gasoline,Marine 100 Call Gasoline,MS-08 -- Call Gelatins) — 100 Geothermal Water -- 12.5 — Geyser Water,Condensate — 125 — Gims Cleaner ,r,Fortified with NH3 — — 100 Globrite# 15 — 160 180 t• 'I 'furl,,aN+,tl,tt f,,'I.1whlr t,ulr:i,i: 1+,•d ' SEP.18.2002 12:37PM GELCO SERV=CES, INC. SALEM NO.836 P.14i32 f Cher-Rtron w, Technology& Engineering CflEWCA.L CONCENTRATION TEMPE1tMW(°F) ENVIRONMENT (9c) B-3000 9220/9800 Glohritet X-200 " — 100�:, >,00 1 2 ' Gluconic Acid 50. 5." 100 Glucose 100 1130 ' 210: Ginteric Acid 50 - Glycerine 100 1$Q U0, . Glycerine 75' Glycolic Acid 35 140 200 Glycolic Acid 70 120 100 Glyoxal 40 -, 80 Glyoxylic Acid G 215'F 25 NR — 01yoxylic Acid: 502 @ 215'F 25:8at'd NIR Gold Pickling. Sulfuric 25 150 130 Golden-Glut -- '100 ! 100 Green Liquof I2 — 1VR 180* Halso 99T 100 :,NR — Heating Oil --- 90 j Helium,Liquid 100 Hetron 31 SAT,no veil, to-452°F Heptane, normal 100 77 f 200 Heplane,Vapor&Condensate 100 120 1] 120 Herbicide,Liquid6 1 to 10 80 -- Hexachlorocyclopentadiene 100 N. 180 Hexachlorocyclopentadielie,Crude — — 180 Hexane 100 160 160 Hexylene Glycol Ammonium Chloride — 120' 120 I High Purity Water, 1.5 umholcm 100 9018 — "Huff",Missouri,Okla,or Tea as 100 90 ' --- Hunud Air,'mace Sulfur tames — 200 200 Humid Atmosphere I00 RH 120 120 Hydraulic Fluid,5kydrolt 500 100 1:30 ISO Hydrazine 10 — I3ydrazine 70 NR NR Hydriodic Acid 10-58 VTR -- Hydrobromic Acid 18 160 220 Hydrobromic Acid 25 160 200 Hydrobromic Acid 48 160 160 Hydrobromic Acid SO 140 Hydrolnomic Acid 60 — Hydrocarbon With About 10%Acetic Acid,Liquor and Vapor — — 160 Hydrochloric Acid3 1-5 . 160 220 Hydrochloric Acid-' 10 t60 220 1iydrocWoric Acid` 15 150 220 HvdrochloriG Acid3 20 L$150 220 Hydrocl-loric Acid! 32 125 150 Hydrochloric Acid3 36 125 ]so Hydrochloric Acid3 36-37 100 100 II Hydrochloric: Amine @ 200'1"3 1.1:29 -- 200 Hydrochloric Acid(125b)+Aqueous Ammonia to pfi 0.3-1 — — 180* ( Hydrochloric Acid:Hydrofluoric Acid: HAI 75 Inhibitor 12%:3%:0.1% 150 Hydrochloric Acid: lnerm:N-Alkyl Dimeihyl 9enzyl Ammonium Chloride;Tributyl Tin .., .4 1s-. Inli'i L:.Uf (4 il!, ' S�—,P.ie.2002 12:07PM GELCO SERVICES, INC. SALEM N0.836 P.15/32 f I Cherftron '44p" Technology& Engineering CHEMICAL CONCENTRATION TEMPERATURE CF) ENVIRONNWNT 13-3000 9220/9800 Chlo i..d�JEt6y1-4 Q idc(�lmine' ;?i'��7;0,I PJ.: .. , Hydrochlorig Acid aU;gip} a,.: ,,, � A l ' ,'-'��; A sl' �,,:.;;,h ISQ I-IyNA dr�clilorii:t,Niuici�ulfiiri4�.�iRto 22$°1~. � ._, ;-:.`•,�L ,' . H drgchl'ario s'vilh 2,b�ic�).p� nitroaa m • .32 - I ,``I vl� •,• � . Hydrochloric,Sma11 An991}lll. toat;�. .. �.., ,�� ,•', 120 Hydrochloric,Trace Organics 36 80 — Hydrach3orous Acid 10 — -` Hydrochlorous Acid 20 — Hydrocynnic Acid 10 — --- Hydrocyanic Acid S$t'd 100 150 Hydrofluoric Acid3 10 100 150 Hydrofluoric Acid3 19 ;.;90 lOQ Hydrafluaric Acid; 20 NR Hydrofluoric Acid3 22 j. NR' Hydrochoric Acid$ 4.0 NR' A Hydrgfluoric:Nitric Acids3 24:12 @ 80' F : `' NR ' Hydm luoric:Nitric AcidoY 5M 0 1207 Hydrofluaric:Niuic Pickling Soludon3 3.5:20 -- 105 Hydmfluosilicic Acid- 10 100 I50 yflsilicic Acid3 35 NR 10 H 0 Hydrogen 100 90 180 Hydrogen Bromide,Dry Hydrogen Broraide,Wet 100 90 Ao ( Hydrogen Chloride Cone. @ 210-2127 1•R — HydM$en Chlorides Absorber ' 36 JtiR — Hydrogm Chlordde,Aabydrous . 100 90 Hydrogens Chloride Gas,Dry 100: "'120 1. 220 Hydrogen Chloride Pas,Wet 100 120 ; , 220 Hydrogen f1p ode,We[3 ' 12 — 200 Hydrogen Fluoride,Wet3 100 90 90 Hydrogen Peroxide29 5 150 150 Hydrogeo Peroxi&4 30 -- 100 Hydrogen Pesoxide24 50 NR — Hydmgen Peroxide:Sulfuric; ZnSO4:Na2S'03 2:1.5:Traces — 210 Hydrogen Sulfide All 140 220 Hydr%yacedc Acid:- 35 140 200 � HydroxyaGtwtic Acid• ' 7D 120 ]4Q Hypochlorous Aoid ' 10 % ' 105 150 Hypochlorous Acid 20 90 120 Hypochlorous Acid Conc. 90 I 90 Hypophosphoric Acid 50 — 100 HypophosphDrous Acid 50 — 90 irgasolt DA 100 — 90 Iron and Steel Cleaning Bath,9% Hydrochloric;23`Yo Sulfuric — — 200 Isobutyl Alcohol All — 120 Isocuret 306 100 90 90 Isocuret 308 100 90 90 Isocuret 609 100 90 90 Isocyanate,Palymethylene Polyplscnyl 100 120 -- Iso-Decanol All 160 ; 19029 i ull..d. :,1•r'!11,!li srSGt i i' tlil•-F'�`.1 :. f sl�ssi'I', I" �Hlln 1'. N, 01 SEP.18.2002 12:0;30M GELCO SERVICES, INC. SALE1 NO.836 P.16i32 F I Cherttron Technology&Engineering CHEWCAL CONCENTRATION T1EMPERATUlU C°F) MMONM ENT M B-3000 9220/9800 Isopmp 33t 5 oz1gal 165 I65 Isoprep 441, 10 ozlgal NR 180 Isopropyl Alcohol 10 130 100 Isopropyl Alcohol 100 80 100 Isopropyl Alcohol:Sodium Xyiene Sulfate: O-Phenylphegol:Potassium Ricinoleam: In" 10:10:6:6:67 -- ; 100 Isopropyl Amine 100 — 12020 lsopropyl Palmitate 100 180 220 ltaconic Acid 25 — 210 Itaconic Acid 10 — 210 Jet Fuel A 100 90 -- Jet Fuel(JP-4) 100 180 I 120 Jet Fuel PFR 100 90 -- J'_VI-235t Adhesive 100 100 i00 JIM-271 t Adhesive 100 100 100 JP-4 Fuel 100 80 — 1P-10 Fuel 400 90 — Kaolin Slurry — 80 — ICerosene 100 175 175 Lactic Acid All 160 220 Lactic:Citric Acids Sat'd 160 Lasso PC f 100 — I00 Latex, Acrylic All — 100 Latex Dispersion in Water All -- 100 Latex.Rubber All — 100 Latex,Vinyl All — 100 Laurie Acid Sat'd I60 220 Laurie/Myrisdc Monoeth$notamide: Sodium Xylena Salfonate Solution — — 120 Lauryl Alcohol 100 120 120 Lauryl Chloride 100 — — Latuyl Mercaptan 100 — ---- Lead Acetate All 160 220 Lead Chloride Sat'd — 220 Lead Nitrate Sat'd -- 220 Levulinic Acid Sat'd 160 220 Light Gas Cycle Storage — 90 — Light Water,FC203t 100 I20* — Light Water,FC206Ai 100 120w NR Lime Slurry Sat'd 170 170 Linoleic Acid 100 160 — Linseed Oil 100 160 220 Liquid Chlorine= 100 NR -55 Lithium Bromide All -- 220 Lithium Carbonate Sat'd — 150 Lithium Chloride 0-45 — 220 Lithium Chloride 28-10 — 220 J Lithium Chloride 45-55 140 220 Lithium Chloride Sat'd 160 220 Lithium Hydroxide Sat'd — 150 Lithium Sulfate All 220 Magnesite 12ecovery Boiler Blow-Down; s 41 ILit..II h1iri cs;,ii.u:.a: , ]'i-rl'.n,1:'.L)s .4 is�n;rrrirI: SEP.18.2202 12:aSPM UELCO SERVICES, INC. SPLEM N0.636 P.17/32 F I Cherfltron IRWI Technology&Engineering CHEMICAL CONCENTRATION TEMPERATURE eF) j ENVIRONMENT W E-3000 9220/9900 Acetic: Sulfuric:St4furous:Formic Acids;Acetone ..r NR .._ Magnesium Bicarbonate Sat'd I80 I 180 Magnesium Bisulfite All --- ISO Magnesium Carbonate Sat'd ISO 180 Magnesium Chloride Sat'd IS0 220 Magnesium Hydroxide Sat'd — 220 Magnesium Nitrate Sat'd 160 160 Ml ez,nesium Sulfate Sat'd 180 220 Magnifloc 509-C# 100 90 — Magnifloc 573-CT 100 90 — VMagnifloc E343t 100 90 - -Malaic Acid 5 220 Maleic Acid — Maleic Acid Sat'd 160 1S0 Maleic Anhydride 1Oo 150 ISO Manganese:Ammonium Sulfates,pi-15 13.158 gpl 12P — Manganese:Ammonium Sulfates: Sulfuric pH5 13:I35:40 9p1 1251" — Marganese Sulfate Said — 220 Marine Gasoline 100 so - MFK. 100%:Sulfuric Acid,50% 14.90 84 90 \Iercapmo,Aromatic 100 ?+lR Mercaptopropionic Acid 100 NR — i Mercaptopropienic, Crude Acid 100 NR — Mercuric Chloride Sat'd 180 220 Mercurous Chloride Sat'd ISO 220 Mercury 100 1$0 — 'dotal Plating Solutions Brass Plating. [ 3%Copper; I%Zinc and 5.6%Sodium Cyanides,3%Sodium Carbonate: -- — 1S0 Bronze Plating, 4%Copper,5%Sodium Cyanides,3% Sodium Carbonate,4.5%Rochelle Sales — — ISO Cadmium Cyanide Bath, 3qo Cadmium Oxide; 10%Sodium Cyanide. 1.2%Sodium Hydroxide — NR 220 Chrome Bath 19%Chromic Acid with Sodium Fluosilicate attd Sulfateq NR 100 Copper Cyanide Bath, 10.5%Copper and 14%Sodium Cyanides; 6%RocheIle Salts Ca• ISO"F — -- ISO Copper Matte Dipping Bath, 30%fea3; 19%Hydrochloric — — 200 Copper Plating. 45`fc Cu(BF4)2; 19%Copper Sulfate; 8%Sulfuric-' — _ ISO ( Gold Plflting, 23%Potassium Fetrocyanide with Potassium Gold Cyanide and Sodium Cyanide — 700 I , kll,.•r ![tir[n.au+ ,[I !'iti'bual.ttty A ! tkl;tn•.rlti; tt,nt! !`: •I•.i•., °I i SEP.18.2002 1?:08PM GELCO SERVICES, INC. SALEM N0.836 P. 18/32 F I C `Row Technology&Engineering CH MICAL CONCENTRATION TEMPERATURE CF) ENNMON. MNT M B-3000 9220/9800 Iran plating, 45%FeCl2; 15%CaC3:,•20%FeSO,t; 11%(NH2)SO4 — — ISO Lead Plating.Acid 896 Lead,with Pluoboric and Boric AcidS3 — — 200 Lead Plating,Alkaline 8%Ph(C2HIO));20%Sodium Hydroxide — — 180 Nickel Plating, I I%Nickel Sulfate;2%Nickel Chloride; 1%Boric Acid — 200 Nickel Plating, 44%Nicke]Sulfwa, 490 Ammonium Chloride;4`fo Boric Acid — 200 Silver Plating, 4%Silver;7%Potassium and 5%Sodium Cyanides; 2%Potassium Carbonate — NR 200 Tin Fluaborate,Bath, 18% Stannous fluoborate; 7%Tin, 99bFluoborie Acid;2%Boric Acid3 — — 200 i Zinc Cyanide Bath, 9%Zinc and 4%Sodium Cyanides; 9%Sodium Hydroxide IR0 — 160 Methacrylic Acid 10 — -- Methacrylic Acid 100 @ 145'>~ NR — 1 Methallyl Chloride 0 165`F 100 NR — Methanamide @ 100°F 100 100 LS Methyl Alcoh0125 100 90 1004 Methyl Alcohol,32%HCi,Inhibitor 56%:44% — 75 ' Methyl Ethyl Ketone 100 NR NR Methyl Ethyl Ketone:Dimethyl Phthalate: MEK Peroxide 63:36.1 NR Methyl IsabutyI Ketone 100 NR NR Methyl Methacrylate 100 @ 75'F NR -NR Methyl Styrene 100 -iR NR Methyl Tertiary Butyl Ether 100 80 80 Methylene Bisthiocyanate,Polychloro- pheno181ead @ 125'F 100 125 -- Methylene Chloride 100 NR NR Methylene Chloride:Chloroacetic Acid 90:5 NR -- Methylene Chloride: Chloroform:Carbon Tetrachloride,Small Amount Methyl Chloride.HpO,HCI 65:39:5 AR — Methylene Chloride Distillate Bottoms; High Caustic,Water, to.112'F — NR Methylene Chloride:Ethyl Acetate; Caustic,50% 83:16:1 itiR Milk&Milk Products 100 90 90 Mill:Wagon Cleaner Acid — 80 Milk wasw — 390 I ISO '.Milogardt 4L 100 — 100 Mineral Oils 100 ]30 210 Monochloroacetic Acid 50 — — Mopochloroacadc Acid 80 C 160'F NR — ' kl,'H+SC[illinlerf9:�11,r11Ci 'Irilim11rip X I irvj ev.-Jr1R kw.4. I I' r�' .rr,rV-•r .. SEp. ie.2o02 12:09pm GELCO SERVICES, INC. SALEI NO.836 P.19i32 F I the ran 4w," Technology&Engineering CHEMICAL CONCENTR.ATIO.N TF:'.WMRATCRE('e) ` { E?N'V7RONMTNT t;°9a} R-3000 9220/9800 Monocbloroacelic Mid 100 @ 145"F NR — Manochlorotaenzene 10D NR 7529 Monochlorobenzene 100 @ 140'F — NR Monoethanolarnine 100 NR 90 MoRoethanclamine:Butyl CeRosolve Film Stripper @ 138'F 30:57 NR — Monoethanolamine Desulfanzing$02, HzS 100 NR ! — Morpholine @ 120'F 100 NR ' — -Motor Oil 100 220 Muriati c Acid See Hydrochloric Acid Mustard(3%Sodium Chloride,,5% Acetic Acid) — 160 --- Myristic Acid All •- 220 MyristiclLauric Morioethanolamide;Sodium Xylene Salfonate Solution — — 120 Naphtha 100 180 200 Naphthalene 100 150 20029 1\aphthenic Acid Sat'd 180 — Neopentyl Glycol 90 — --- Nickel Chloride Sat'd 180 f 220 Nickel Nitrate Sat'd 180 220 Nickel Sulfale Sat'd 180 220 Nitrati"Acid Spent — NR I — i Nitrating Acid,Strong — NR — Nitric Acid 2 — I 220 Nitric Acid 5 160 I 160 Nitric Acid 10 90 140 Nitric Acid 20 NR I 150 Nitric Acid 28 — 130 1\itric Acid 35 NR 120 Nitric Acid 40 NR I NR I Nitric Acid 50 VTR I Nit Nitric Acid 52.4 NV'R N12 Nitric,70%: Glacial Acetic:49% Hydrofluoricl 5:2:1 @ 110'P :VTR — Nitric,70%: Glacial Acetic;4.9% Hydrefluoric3 8:3:1 C 100'F NR Nitric: Hydrochloric Acids3 10:10 NR 200 Nitric:Hydrofluoric Acidsi 50:5 @ 120'F _NR — Nitric: Hydrofluoric Pickling Solution3 20:3.5 — 105 Nitric:Phosphoric,Sulfuric: Non-ionic Surfactant 20:11;5:0,1 — 80 Nitric: Sulfuric @ 210'F 5:20 NR — Nitric: Sulfuric-Dinitro-Toluene Fumes — NR I — Nitric: Sulfuric:HC1 @ up to 225'F 10-20:10:6 molar NR -- Nitric Acid Vapor 35% 180 Nitric Acid Vapor 10% — 180 Nitric Acid Vapor 60% — 180 i Nitric Acid Vapor 24 La 180'F NR — Nitric Acid Vapor 48 @ 180'F NR j - Nitric,Conc.;Sulfuric,Cone. 4-7:53 by vol. @ NR — 100'F ,,w.at io,ii,wiunol . retimainp,% ,%: i timii; I I SEP.18.2002 12:09PM GELCO SERVICES, INC. SALEM NO.836 P.20i32 F I Cherfkron "11W Technology&Engineering CHEMICAL CONCENTRATION MNIPIERATLME(T) ENVIRONMMNT M B-3000 9220/9800 Nitric,Red Fuming 100 @ 75'F NR NR Nitric,70%,.Sulfuric,7Olk Pickling Acid 10.5:51 — so Nitrobenzene 100 NR NR Nitrogen Fertilizer Solution 28 807a — Nitromethane(ttie,hydrnxymethy1): 1 Formaldehyde:Water,pH3 51:0,6:49 120 Nitrophenol 100 NR — Nitmus Acid 100 120 -w Nitrous Acid 10 120 -- Nonionic Suri'aetant,m Alkyl Ether Arnine Oxide — 120 120 Nonyl Phenol 100 116* 110 Nuclear Waste Ammonium I~itrate- I Ruoride Soludon3 ,- — 100 Nut Oil,Grouted ]Go 90 Ocmanoic Acid Sat'd 16D 200 O-dicb1orobenzene 100 NR 100 Oil,Crude,B 100 90 — Oil,Crude Storage Tank Bottoms 130 210 Oil,Furnace 100 90 — Oil,Gas, Dirty,Refinery -- 90 -- Oil,Heating 100 90 -- Oil,Low Sulfur Crude 100 120 ; — 011,Medium Sulfur Crude 100 90 --- 1 Oil,Mid-Continemt Sweet. 106 90 — Oil.Oxidized Petroleum Heavy Bottoms, 7.8 ihs(gal with agout 10%Acetic Acid — --- 160 Oil,Slop,Refinery — 90 — Oil,Sour Crude — 1$0 210 Oil,Sour Crude,Wyoming — 210 210 Oil,Sweet Crude --- 180 210 Oil,Water*aration — 90 --- Oil,West Texas Sour — 90 -- Oil,West Texas Sweet — 90 — ! Oils: Animal 100 — 200 Mineral 100 — i 200 Vegetable 100 — 200 Oleic Acid 100 ISO 210 Oleum(Nn-dng Sulfuric) — NR NR Oligomeric Dispersant 100 130 130 Olive Oil 10O 180 210 Ore Smelting Furnace Gas,Wat,wifb dust: 40%Na,23%Cd,6%Ph,21%B, 8% Zn and other Oxides upsets to 4,000 F — NR — Organic Detergents pH12 75"F NR --- Organoan,Quatem:uy Ammonium Salts,Amine Salts Blended 100 LS 125 125 Osmose Company Premix;and Fire Retardant Liquid Formulations 100;50& 16 SO — { Oxalic Acid All 180 220 Paln ific Acid Sat'd 160 220 Paper Mill Liquor — 180 •-- i Peanut Oil lt]0 175 ISO < Iriynlf,.,, Inlrru:,finn:rl •;•rv.11F1134 1 �- ! IrwiHP,•Irerl;- li,r.,l. :` 11,1'r: ,,;;.,.:nr: :•I SEP.18.2002 12:09PM GELCO SERVICES, INC. SALEM' NO.836 P.21/32 0 1 CheAtron `"PP, Technology&Engineering CHEMICAL CONCENTRATION TEMPERATURE OF) RNVIRONMENT (%) B-3000 i 9220/9800 Peet Oil Iota 120 --- Pep Set 1505f 100 90 90 Pep Set 2590t 100 90 90 Perchloric Acid26 5 NR I90 i Perchloric Acid26 10 NR 150 Perchloric Acid�6 30 NR 80 Perchloric Acid26 to 70 NR — Perchloroethylene 100 NR i 10029 Perchlomethylene 100 @ 120'F NR i — Phtmate Based Algaecide 100 125 — Pl=nte Based Bactericide 100 125 — Phenate Based Fungicide 100 125 — Phenol 2 — 10028 Phenol 5 NR $028 Phenol 10 NR — Phenol 15 — NR Phenol 85 NR -- Phenol 100 NTR NR Phenol,Fumes — NR ! — Phenol: 14CI :Water 20:1.0:70 NR — Phenol Sulfonic Acid Sat'd — VTR Phenolic Spent Caustic,Refinery — I30 130 Phenolic Spent Caustic,Refinery, Neutralized to pH 5-6 — 130 130 Phenols,Some; Sulfates,HyS,Water,Waste Liquor,pH 5-6 — 130 130 O-Phenylphenol:Sodium Xylene Sulfate: Isopropyl Alcohol:Potassium Ricinoleate: Inerts 6:10:10:6:67 — 100 Phosphate Mix(Na014+H3PO4) --- — 170 Phosphate Salts 25 90 90 Phosphoric Acid 80 170 — Phosphorio Acid 85 160 220 Phosphoric Acid,Super 100 90 220 Phosphoric:Hydrochloric:HP3 85:1:500 ppm NR — Phosphoric Acid:N-Alkyl Dimethyl Beiizyl Ammonium Chlotid�:Inerts 25:0.1:75 — 100 Phosphoric:Nitric:Sulfuric: Non-Ionic Surfactant 11:20:5:0.1 — 80 Phosphoric Acid with Polyvinyl Alcohol: Sodium Hydroxide,Alternately 8:30 -- 210 Phosphoric,85%:Sulfuric,93%0 I60'F 50:50 NR — Phosphoric Acid(Super-phosphoric acid, 76%P205) 100 90 220 Phosphorous Acid 70 — 1$0 Phosphorus:Hydrochloric 70:1-2 120 180 Phosphorus Oxychloride6 100 80 NR Phosphorus Pentoxide:Fluorine Ci =)3 — — 220 Phosphorus I7ichloride6 100 90 NR I Pltthalic Acid All -- 220 Phthalic Anhydride Sat'd 150 220 Picric Acid Sat'd NR — Picric Acid(alcoholic) 10 NR 200 hw.0 i11? fu[rr7laltnllill • T1-V11nr,1+,;,% A i.116111-twil1 Bunt ;.}._ t SEP.18.2002 12:09PM GELCO SERVICES, INC. SALEM NO.836 P.22i32 I Che ron 10 ~'p'" Technology&Engineering CTIEII+IICAL CONCENTRATION rEMPBRATURE eF) ( ENVIRONMENT M B-3000 9220/9800 Plus 5$ — LS100 100 Polyacrylamide Emulsion 100 90 -- Polychlorophanam,Organosulfur Mend 100 125 --- Polychlorophenaws,Alcohol, Amines Blended 100 125 — Polychlorophenal,Methylene Msth iocyanate Blend @ 125'F 100 125 -- PolyeleatroIyte,Anionic 100 I30* 130* Polyester White Enamel,Water Reducible at 120'F(PPG Industries) — NR15 120 PolymetltyleAe Polypbenyl Isocynate 100 120 — Polyphosphoric Acid 115 -- 220 Polyvinyl Acetate Emulsion 100 -- — Polyvinyl Acetate Emulsion — 120 210 Polyvinyl Alcohol 100 ISO 120 Polyvinyl Chloride Latex%% th 35 parts DOP --- — 12D Polyvinylidiene Chloride Latex 100 80 Polywet ND-2t 100 I30* 130* Potassium AIuminivat Sulfate Sat'd ISO 220 Potassium Bicarbonate 10 160 160 Potassium Bicarbonate Sat'd 140 160 Potassium Bfornide Sat'd 160 160 Potassium Carbonate 10 90 ISO Potassium Carbonate 25 90 180 Potassium Carbonate 50 — — Potassium Carbonate Sat'd — 90 Potassium Chloride All ISO 220 Potassium Dichromate All 180 220 Potassium Ferricyanide Sat'd M 220 Potassium FmTocyWde Sat'd ISO 220 Potassium l-luorides Sat'd — 150 Potassium Hydroxide 5 — Potassium Hydroxide 10 NR ISO Potassium Hydroxide 25 150 Potassium Hydroxide 45 NR 150 Potassium Hydroxide 50 — 150 Potassium Hydroxide 50 @ 200,F NR NR Potassium Hydroxide 2 ozlgal — 150 Potassium Nitrate All ]SO 220 Potassium Permangantlte All 725 220 Potassium Persulfate All 90 220 Potassium Pyrophosphate 100 — 100 Potassium Ricinoleate:O-Pheuylphenol: Sodium Xylene Sulfate: ' lsopropylaleohol:lnerts 6:6:10:10:67 — 100 Potassium Sulfate All 180 220 Pmnix Liquid(Osmose Co.) 100 80 i — Pri ncept 4L 100 -- ion Propenoic Acid 10 — i — Propionic Acid 1 80 S0 1 Propionic Acid 20 — 200 Propionic Acid 50 — Propionic Acid @ 120'F .80 NR — hVilllltill Itllt•:Itkttt.tt-tt41- TV011 IV.\ & t.tjjtkttiv`riLIg titlui. .i •r ,p- Ip' . .,..1 I �Sit e� p� , SEP.18.2002 12:10PM GELCO SERVICES, INC. SAL-EN N0.835 P.23i32 Cherf1tron Technology&Engineering CHFIVIICAL CONCENTRATION TEAVERATURE(°F) ( ENViRUIYMENT f ) IB.3000 9220�In9t,8�00 lend 1 `caint .u •"� �;} r: �;,';:l,y;�tt1:U:': {.'y� '.°:'7l�' �JlS� f' '' i. '.]�5�- 5 (1i[11y},���aaf-. '• 4lrti.IL'w'r (��} 7 ..5' ^ x ��•�+''IdR• y- '� '�i; .'�.{�.J�w.?�>?�,•}I :��':�'• 1 ,. lyil.�•S i!�J l':'�$.�.� ,V:Pr": �l;i'� .4: �. ��.�J •a •y� I J� � ,aL',_d.�Fp�� -lA' •k��. sMl��e,,� r s,;�t�:;v :.a:''�i��•+I.u,..�: - •',..i-;•u.r• ,N •'�.. ,�i�v;:., �, 5 #, rL,��°;,�� � ,r,' i . [ �, a i a tq,,J �:r 6 H ('' �1.J. Y-Y,t ,a Ir�+"t•�i�.' �''' ,':�N 1 t f7"'�'-�`8 A;c:°• +fie F w a•tt � ��,. .• �' - 1��^ AL ,...' +, f-7'w ,�y�,R' 'uVF �r�,t.� L 1 iH a {,fit:R rr1 , 5i 4; 5 { .� -t1Y }•:,, ,l r ,lyt',.,1' �. +"1'S�'"�'�;-��G; �. ;I';, �,'K.,I��W�., , V ' .T�• �'f,:"'j` ' ' � � `'''1I' ` a' � i'� ''': lk q. n, ^ • fi ` �.l •r' �,,..� Quatemary Ammonium Compound,in Isopropmol,Cationic — 120* 120 Quaternary Ammonium,Dialkyl,Dimethyl Type:Aqueous Isopropanol 75:25 120* 120 Quaternary,Dicaco Mnethyl 75 120* 120 Quaternary,Dimethyl,Distearyl f: T I50 To arlo�' 1','r'". '-;r;'+5r i•'; ,,}iiu':'' a�w:'i' •tii• I J A`�'iyi , , - �'`i. alt~rnry�Qunetli le 'a ' "' ,a•' t , LL . , '� +P � '1,'t 1 ..1. I r ,L; f.•...1,.'i,2 r l�B EEr i�,A'l }7'. ,Y+l Y hl • •1`�'�f.�1F J'.:I' •:�,I.i y.Y•��it 4. A !•' �l�I 1.. ' 0 -CA 4: A�! 000 , Q3 . Quaterii�uy;Merho�jg&t�,'�j�pe•, . . • . . �•.I�- �:,.. ; ;;;,','.; ' ':��;�}.2.9i`, 12i7 Quaieinaryi Sp671er, ifatty Complex --' 120 120 Bayou Spin Bad 150 Recovery Boiler Blow-Down;Acetic; Sulfuric Sulfurous.Formic Acids: Acetone — NR — Recovery Boiler Rue Gas to 400'F --- >\'R -- Recovery Boiler(]Graft),no contact evap.; to 1 I�' �9`I Pp�►S A {v,,��,J l �;�;,�� n' '. + ,,.., 'A" ;'� ''' - ,;� ;{�.,,;�i�•t'�' '• •y} , b�1YOa;F�1 Stu{d; .Z+ S; d }i:, t„ 4 :,w•, w ,. :,1i'' '`I '' ' — ' 4,1 .'4 . .) ,. Ir SSq'E,� .�`.�,:.' j �Y: '`T`,'t-.,i' X�� �'j�,�l r.•.•�ii � ,�. li oY 139ileT SmcF Q se8 �'30Qpp k; .P.., l�". ' (ti w^s,,: t' �•' NR RadLaor.(AmngoniS�i�nBii;ulfil�$Qsl)`''a' 165 �, Wolper are ;' e b .off (. �,. "$: ... ,;,t , 'T +:.,.,, , R3.4' ifh'e! ,ti ,f l'.;; `i'. �','' :' I OQ, g';'?: I;, :''ss'80 `' 80 ,,' Salicylic Acid Sat'd — 160 Sand,Dry,60-70 Mesh,350 cfm — All NR with Abrasion Resistant Liner S D-20t — 100 100 Sea Water 100 180 210 Selenious Acid All — 210 Septic System — 140* 180 Seclueli.d 'c; 90 l SC a 0 0����'ti��'`;;I:. �''�} ':t+l••s.��ti.� .:'�,�i•i�i.�r•�,. ,- ��• '�°i��:M"I��,_..: ":F I� ??y5+'•: a, y •,ti 18D Yya e' N,[u tci al; )kited dti Uptrat A;•I: ,�', , 4 �1,,5 I *, 180 N�rvf' i..rl1? ' fln - - ' •� . ISO Sewage tf'e 't=, , S' riI -- , '140'M 180 Sewage Treatment Fumes — 160* 210 Sewer Gas;HZS — 160M 210 Shampoo,Carpet — LS100 100 Silver Cyanide Sai'd -- 210 Silver Nitrate All ISO 210 Skydrol 500t,Hydraulic Fluid 100 90 180 SliWeida,Crganotitt Amin Bled @ 125'F - llii] LS -- Slimicile,polychlorophengto, i OrganoSulfur 131etf�}. 100 125 Slitnicide,Tiliocyanatp-Poly-Cblorophenol Blend @ 12S"F ]G0 125 5 ill 111411111 lu[1'J nfttilma'- Ti-Pllnliirlg; \ i figillh icing-11futl+ i Vag, w I,-�lnn �i SEQ. 1e.2002 12:11Pah GELCO SERVICES, INC. SALEM � NO.836 P.24i32 + CheAtron Technology&Engineering CHEMYCAL CONCENTRATION TEMPERATURE(OF) ENVIRONMENT (°Io) B-3000 9220/9800 SWrry,Uiiue : � � 't-4' P „i3' �+• +. :5^:d'' ti1.4� f^Iit.j;;':$..,�J* �t,�•�.`....,°•�,:'',;p�ok4Y Kk:Y, � '`�.�y`4'•fi,z�1 e5"d I Z 4rSoapPItl} np , , �;7r.' '", 'Wc+I 4!, Saap ,Y'7�Vi7A ,+:�r[f�::•.y.. I •+fir. So Nfi r�1Ce>�A '.'.n':f :' � f9 v, ±; '"•''• P .0 5,,.. :+ 1.; +f r .,,,.5,•x d h..:!i ,. y ;,, 5ndlllti]Ai1ty13LttPThaC '' > ' ;' „r..Al� ��' i �f ��--g,r,,� �1` 0.. Sod1u A]k lar 1 n `e �. ` a { � , `' r;( IV. m y yl Suo r1s ,Qr3 8i'40°. . ". Sodium Alttminate Sat'd NR 160 Sodium Benzoate Sat'd 175 220 Sodium Bicarbonate 10 180 180 Sodium Bicarbonate Sat'd 140 160 Sodium Bisulfate All 180 220 Sodium Bisulfide 15 — 140 Sodium Hisulfide 14� . Sodium 8isuifide 65, Sodium Bisulfide; Na014 15;15 :'." °;'.':.,VTR`t'' lit? Sodium Bisulfite Sat'd `• ,':' s`•:•2$ 220 "1`�' 220 Sodium Dora1e Sat'd s 'l' ,..+�`;2$Q . Sodium Bromate — Sodium Bromide All 180 220 Sodium Carbonate 2 150 190 Sodium Carbonate 10 LS 160 180 Sodium Carbonate 25 90 160 Sodium Carbonate 32 90 160 Sodium Carbonate Sat'd -- 160 Sodium Chlorate gQ,. „ '• 130 .220 i Sodium Chlorate Sala ,i31 220 Sodium Chloride 5a�'c� �8p'; 220 Sodium Chloride: Ammonium Carbonate, . pH13 5:15 NR Sodium Chloride:HCl Saxid 5 ' , : — 21.0 Sodium Chloride,pH3 Sat'd 210 Sodium Cblaride,pH3,C12,Sat'd Sat'd NR - -• Sodium Chloride,Sat'd. Chlorine Sat'd NR ,Sodium Chlorite 2 -- 220 Sodium Chlorite 10 — — Sodium Chlorite 25 220 Sodium Chlorite 50 • - ' — SodiurnCblotbe Sala: R 220 ' :'.,'. Sodium Chromate 50 + Sodium Chromate, ,' Sat'd 7- '220 Sodium Cyanide 10 r° 1,20 '210 Sodium Cyanide 50 — 210 Sodium Cyanide Sat'd 100 210 Sodium Dichromate Sat'd 120 210 Sodium Di-phosphate Sat'd 180 — Sodium Ferricyanide Sat'd 180 220 Sodium Ferrocyanide Sat'd ISO 220 Sodium Fluorides All — 180 Sodilim Fluoride:Potassium Fluoride: Sodium Hydroxide;Potassium Hydroxide-1 4.0.8;0.5:0.4 @ — 180 150'F Sodium Flu arosiliCate-' All 150 erlq ,rl:,(, �! i.kll uu cYiYtl' ISenii. ? 1',rr Y .r i ar4f�.o, ": SEP-18.2062 12:11::M CELCO SERVICES. INC. SALEM NO.836 P.25i32 F I Cherf1tron 'q' Technology& Engineering CHEMICAL CONCENTRATION TrImrBUTURE C F) E;WIRQNMENT [%) B-3000 j 9220/9800 :,\'•7 } I 5...{ -i o �.kY.4e.,$ l.'I,...i; ..i. �,,.',..j -''. „�'S.N 'Y $ '•,Il 7.toy, ���'�� o .�;�lyr�J1.L'';+� .' ��',, .� t �•..�-.N�'�rl���: Q�i zy,+,�1: it � �,I,rg_! •° ".�'_ �-a,.f''�;,•J: SQ e J1. {�± ■ ���,y{p� I�� Iy�1 , { I{���44. '�•A• �'/• `J'�'S1iT'�I.1'`. '\r �Y:�� R t If'+ �A �'�:.•\ �,••�1�! 1� :1��{�'u N ,15;"$g..!"-`+�',.''•+'�; '"eN�.l�!k.1- �:��'Z: _� y.r� a+ �I' �T: lk .!�-. St]dlu � iiSPs, ..�?:"'��_t�,*4r�ir11i�r�!r`r7 �..#L r.��:?!�,JI• u:.:. ,�."'P} .lr F� �n�-_h,,.�.;b.� rf'?��. ,.:i?r�'f*+I�l �:1I -'��i!;..I+`. '-{.+�•.�•n ;�. '. '-i• .r!''� Jl• I l i;p� ': �"S i k i+Ys;9:� J,rSY dr!E. .:!i:�•r: yytt x�r /�7[ YjR .} p'+};lyr'.' •'e.'�1" }'.�]y, y rJ,`�ir..; li'".Y'G4iUi: 1•:L}•:r�'._,• I::,�1-. ��Z, •rl ^ �r'•��.� L T' t. Y' •i1YR� '�•+1. ShY. ''I'r..l."h. -...Y �Y� ''f ,.` .. 1`f'•. G I�'''n,�. i'�'' 1Uf111,r ,.:I. ',� �' fit+ �kk 'J'J �§• :•w_..:, ::u:: ��.�•. A• .�:..::9-a�'�I>x:l�,-. .. Jli• I,.I=+11:01 .�{`.:.!: 'L :`•d'r.�;T'.•:: Sodium Hydroxide 1 LS125 180 Sodium Hydroxide 5 NR 180 Sodium Hydroxide 10 NR 150 Sodium Hydroxide 15 NR ISO Sodium Hydroxide 25 NR 150 Sodium Hydroxide 50 KR 180 F:L1,G t: C ' 4. A''' .: I � it".rP�,�. Lis 11,1 YL:"ry: :., i 4,� �di!#t�',Y�y�r��id ¢y� _ •�► ��I��. ;: '';. :,, :r•,�;�ai:•.J.E,•�,��'1=• ..,, 'r,�:'-,;rti. .•�;yv1;,1_SQ; [�/� �},•dr Y1 �' ,,73J�i I .I ff :':iV•r,ri L 1]• LJ. rr1 I AY.l id *"�µl�.3i]77_- "T��.AI iL7L7`�i•."}.�1'i'.•i:::.•: ': A.,_ :,y':Cr•' `,a + �!1 "}��x,y''-r'{i,:l.+�'• r.� .y,T, � +' .i,.. l O,. Sadlq ,y I'oXsr�e Sub }� - : : ��, ,L��:,•*, S.,J+ ,� �!:!I' � :� ,,• I:' ,�d' li , I r•..I r.. !I. ���a� + ni'ar:�y,,l•' Yy 'j.'l•;�'" 7 r: Tr. Y I��0 �� ' :L'� •el•`'•r'�;,,:. 4 .I i •�,sr.-: '�I,,:T:' ,•:�.11�'.'KI '.R,:i !r���i 3o;di�inH�drp�cisie:.�tS,.�i�m,�hiosltli�}�'. .h: .;Y,r�I •;�'.;'•+I��,,,..�.:,�� ;;:,. S •lfide � ,I ,' ���,•'�R` Sodium Hypochlorit'(Stable)4,5,7 2 --- 150 SodiumFlypochlarite(Stable)4,5,7 5114 120 ISO Sodium I-IypochloTite(Stable)4,5,7 10 100 150 Sodium Hypochlorite(Stable)4,53 15 NR 150 Sodium Iiypochlorite Reactor, 10%Excess C12 15 r- 100 ; S0,01i,a'ypociftrit A*orY.. ,; A.. ;: I yl/�r.(.'p�YF1,\••'S,ne.,,:1..', 'j, ' ,}1 � =a66M1ti7 �,1•�,� :y,r;' '•7 12a 0{iv°1 Aiovo$1� 150 u �'aulyl Sulfate 'IJ'.,1,:�•r,5"�• �\', ''1 . ' ,ii)by'�sI' ''AI�7'+kl,i h•:I '.,� ,w��lrSr� 'S 1(� diutn jon },05Pso ot7 "'ir+;'?:y' SQdiuin Nitraw,, '{.-i'.:. 'r� l'': ''', Sa14'd? :''+�;;J�,�''s ;; .$0:1;' ' �''220 Sodium Nitrite Sat'd ISO 220 Sodium Persulfate 20 120 Sodium Polyacrylate,pH 9- 10.5 25 — 150 Sodium Silicates b 90 220 Sodium Sulfate All 175 220 Sodiupm� Sulfate:Ocricc Acid with m0.25% 5u1 r1Ci.,0Ti 3 'Ay1T`�G,�Ja 1 1 .T'Jltbll;l >I. 'Y':5.• I� !'�1: ., 0' '.�'yl'.,'' !' rnpeTat4ft Cy�jed i.,-`S I' is?'; S:IS' ,.:..,,:5r='y : 205* l.y..;;;.:,. . , 5 .; :.F• .,:a:;l. � , H uMd e 5Nt�lpy s:Gl.P.'#6`grfWp Pro�iDi:y1. 185 Sads1i�.S 140 Sodium Sullhydrate I ..65 I Sodium Sulfhydram 45 NR 140 Sodium Sultbydrate:lNa0H 15:15 N'R 140 Sodium Sulfide 10 80 I 220 Sodium Sulfide Sat'd NR 220 Sodium Sulfide: Sulfur 21:i.5 @ 190'r tR — ' Sodium Sulfiire All 90 I 220 Sodium Tetiubgroe Sat'd ]go 200 Sodium Thlocyapale : 55 t Sodium Thiocyarwe All 150 Sodium Thiasulfare :`'. , All .90 : 120 i Sodium Tripolyplloapliilte Sat'd 125 210 lu'm1J llu I III VF1L711ul1i11-TVVI111,klnLo A I.n9ilit-0'ljig• bunk i 1'13"L t IJ:Y•r+L01. 11. J•II II. '1)..11" 1 Jit11Y' I '.I,L I'1 .I}• SEP. 18.2002 12;13PM GELCO SERVICES, INC. SALEM NO.836 P.26i32 IChero • r 4 ' Technology&Engineering CHF04CAL CONCENTRATION TEMPMTU RE OF) ( ENVIRONMENT B-3000 9220/9800 Sodiu6 ]P1et}e Sulfg[p'>(sc ryy o� 't:t".:a�.,.,'I, �. '::, z ! s �.;ti i ,y;'. r ' , ,a:{� :�'• , . rtti "r+r;; h ! ' h �Ir°y t':+{x 'P,,�. '1t14�k•{i�i �ri.`.� .: K ..41 4 .7 l'+�' 'fjh i:'r +�'•i}I tl.ty F 1tP; ¢ k a 5' , ^;is i4 I. �,t, 5 Pe „� V, P14a'11, f..•F.. tir 1 '�'1• ,; �1'' Q + . ?°"'4 II,• z, 1a,lt � S ' 44 Sodium Xylem $itlfaNN6 i }+R t I til'JtiNi w"�'e 5 iµ �yI A'j% ;•�{ ,1� +*, U I is h4-+ J Y r t r w. SodiumXy]engSulfo�atel:r ! �` ; rh, of 1 +;151 +.,Y�' m'' •nfQl� 'P.:rtii.' wr fi'.�+`71°_ Sodium Xylene 5ulfopat'�;emu. c MY�sgc' ,"�IN: '�h�k' ;y i ;'Si l}�'.T�} i ' yfh �4jr^'�?�+f•alb•:+y�l' �ftP„ :rl Monoethanolamide Solution — 120 Softener B1• 19D 190 Soil,Acid,l3ambridge,GA — g0 90 Soil,Alkaline,Roswell,hTTM -- 90 90 Soil,Clay — 90 90 Soil Furnigant Dilute NR —n ' SoThitol I ,i + , :�'.:-:.:.;; I 5,•y.,'.y .,r,- i,'.'1•,c14 SH re-,a'Ghf°y' i�Y', Sour Crude0i a ?k,'•;.w ;; +r':1 ?, `"•; g�: �;` Sour Cnide Oil,W +oTI11A ,! ,,S,� .. , 4=1�?}� '5.11:, y I ul'. ..,�... �•ti.ri a.a Soya Oil. ] Q.: ,r.;+ g �,. 180 Oil ,•I '::. ;.. Soybean , �4 r^� •.;: I , SR 181 t Oil Treating Chemical — Stanaic Chloride All ISO 180 Stannous Chloride All 180 210 Starch All — Steam,Steam Condensate;Buried Pipe @ 240'F — NR — Stearic Acid All 180 220 Stove Oil ,r M51+;l N t Succinonitrile 160, Sucrose All' i•''t,; J.. — Sugar.Beet,Liquor a''',r ::;'' 186 ' Sugar,Cane Liquor All '`"j' ;''' : ''� ]i30 Sugar Soiution9 60 90 210 Sulfawdr.Acid -- Sulfmdc Acid Sat'd 160 210 Sulfanilic Acid All — 210 Sulfated Detergents 0-50 180 220 Sulfidic Spent Caustic,Petrochemical 130 — SuMdie Spent Caustic,Pet{ochmnical Neutralized to pH 5-6 — Sulf4e Liquors 5u]foRated Detergents V>rutralizatiou Fames .t' ;",': ` 226 1.0 Sulforiated Detergents:Sodisim Hydroxide; Sodium Ttipolyphosphate: Hypochlodte: ` ilisulfite Fumes — 220 Sulfonyl Chloride 100 0 75'1; NR 1R Sulfonyl Chloride,Aromatic 100 NR — 4-Sulfophthalic Acid:Sulfltric Acid 50:1.6 LS90 — Sulfur Burner Gas Cooler,Wet to 350'F --- NR — Sulfur Burnet Gas,Wet to 350'F NR Sulfur Chloride 100 NR NR I Sulfiir Chloride Vapor @ 80'F NR -- Sulfur DichIoride Vapor Cb 80' F NR NR Sulfur Dichloride ]00. NR — SulNr Dioxide Burner Gas,Wet to 350'F NR --- r 11rSullrill Ildi•I17111u11olt• tt['tlT101i+h1 1 t:11Q1llt•S•lilig burl, i ill I,• +nr,1• t1�.11! .+ r :f t li,.:ie4h SEP.19.2002 12:13PM GELCO SERVICES, INC. SALEM NO.836 P.27i32 r I CherAtron 'qw 'Technology&Engineering CHENUCAL CONCENTRATION TM- MMATUPS fp') ENMONMNT M B-3000 9220/9800 ,',�,I.11►.`l .`S�Jya �'+�T'�� f'+l`'�! ;'�G iGf_,•"��i•.,,•1,:I, •...i :I,til�.�;,+V.il.,s„}. {#�G:L�,!. ti�'1°1 µ :1:' �:+�'rr¢'r "::,�, ny ,;: 11-.:{' =•. I i;If S�;S ky' I' = R'-nr Apne d ,l ,1. , �rkl+•�'I,ti���� v^.', ,.-�,�r ', ra��,�r v��•...,a: :�l�4 �i'rr 'ra�I,�►+� •iP 4 k;, , IxR7 C �i., t � �(] ` 'rc •'�•�r` yry k..L#^�i: .� i l �; �' k .�';3'„•�§�f"�s' i ���tR�. r�4r;�lr;y � � �M 1 '� �1LhRA•►i l�M{ ' �" � 'Sr,:�� S,'.1' �1!'S`''��' 4 {{�it�l "I�� 4 y�yy1- '` MI 1�5 '� :LL.',±•� M.�' Y`:I,li:'i.:r M.' .t:+•".ey:'7,i7r1f�f:+i: ,Salk."yST�r1.�' 5:.',15:Ali1 ;i._.: S03 in ppm) 2606 r 100 NP,Sulfur Trioxide,Dry 100 NR 220 Sulfur Trioxide.Wet 100 Sulfuric Acid 10 — Sulfuric Acid 25 160 220 Sulfuric Acid }�50 — 150 220 U1itrie ��tJ=' ii;'� h. 4•., ,I•,r�, :K�. �.�..,ti C 1r,y 5`+w:�u; _�$l.l�.�-I':,, ,���i.•I A• �'�l� p''�ti �:if:xa'lR .:a ,i, ry :t' r:: 1 ,:'.' •. •.' � ,,.• I�'h�:,' ,1. ti�;"�yr �' 'r S ,•J• 4Fl1Il e� i 1,r I I�N P S :r;�. :.r•r" h':`Sr 'Y.�' ' '+rl 'J Iit .�•u1. {Ala.1.: F� -�'.I,..CA'iy;l..`rtin +.' r(,:: 1.•I:: I•t l`�. r_1'•.Yr r 1 r �' P•�:' ,MwA! ', ,'I';u•� .>.'4 }k� I�li•:liuu'��'�^-.'IL-�.n `•:>+,:;d.:•� ',7�5'�rr i,...'' "Lj,rr,•S '. .r,j }� }`�1, A 2E f�/{ '�'Nyl:,1.o-- .r/��• ,.f` A'I }:�y'�•tip .: r:.�t;:.�t r.1rY e 1j 1Y' p.�.id'�1y,,,� r`.�.[,� Irr04 .';` •fa .{l,�T 4J�'N�' �j}r .i5'-0,.,��1R: c.AC1d. Sulfgri ' Chlq'..ue 5�r1#c �: •'. VRr; :r.i 0 . Sulfuric: Chromic Acid 20:20 NR -- Sulftiric:Chromic Acids 16:12.5 NR — Sulfuric;Cbromic Acid94 32:20 NR -- Sulfuric,Conc.:Nitric,Conc. 53:47 by vol NR , 1 ao°1; Sulfuric:Copper Sulfate 28:12 120* 1200 Sp ric EYaryloratin r r� i Q f ,.t.J1. '+,, ; !I. ;1iMti�t*7,��,�,+ f.l 5;,i• :f 14 ", :?'�4r{r�t `�' ��'"l'I"'.Y'pp5��•I•'r}r,:." �i it Sii1��lxikc:; ��+~frAt n' Su.If� , ' , �,-. ,:y:::'�r4� w..r�, 15.�::IP �r�1Wl.•''4r1,IIF::I; sCl'C 'v , n,, y� PY •.'r 1+,7 f,•�ke, I it :l' 4�,y r,{ fl•."' F ,Q^ 1 Y .i. '. `h'�. ' '1l, Il:Yy,ri.l 1 , s 3= ��,,,�,I���Jrr }t r •I � �pnyj w, J' r rpr• StlJlllX1G `�• I1\� {l� Sssy.r',.Wl�.lr� . I'I'•' i.• '�: F,:`�J'��' 1:;3 "ri41(;•`rt� : 5 r l' "$ •y: Ipp� �T,1P � '4f�,•,:r, ;p • S q+ I A� .', r�. f . 'e. : •�4M1 U?L•ff,F Su1p 1p�.,,7, •77 Ar+ R (��L AL .°,r.`. .'• '+: 11''77 IQr^j{{,ir^Gh r1�AN 4•� - -r lM•.•_. +4!f 1a Pi l�'7?'S"IIf�Y� rr�{5:'i':r G"5... A' r P• f. '+ �: :y: l} �'S �1 f r• r� p.11•:!.ti:r p5 Sglfuril3t Nipic-Dinit�CfrT`QluendFui�os��`�'"� ."'�4:.�v'��': .�l'Y., spy°:•.i�$��: �r�:�'�'1lryry��11(r.�4� . ;Jc.�,�r� : Sulfuric:Nitric.HCI @ up to 225`1~ 10:10-20:6 molar NR 1 — Sulfuric. Nitric:Phospboric: I Nan-louic Surfactant 5:20:11:0.1 — I 80 Sulfuric,70%:Nitric,70%Pickling Acid 51:10.5 — 80 Sulfuric:Nitric;Water 83:9:9 NR •— Sulfuric,9M.Phospboric,85% @ 160T 50:50 NR — Su)fti f iia�i'gr •`d� I '+' Ir.4} a i::.; :;c,. + , ;�;:,�.; q: -Ph IQ 4�., �.,' Via'. y- ;f4,.�...b:'..•ti'J•- � r � ,,;i: 1 t:1•:�" �. 'S_.' ""r - a ,.. 9 c1.:11�:'.I. I :rlh:;-:(Vw Ip:•• , t:•.1:1'�� -,�e±y.'j?'.i.'•. ,l,{. .�:'.r,s PSu }17R.. acclXifi' 'A ❑ F'� ",�'�,'-+Y•_.i r... .,!_1:.::_r:.-.:Mr!/;r4 Ti k.�+ .y�L;' '•� �.,f,+' 1�.,rs• r " �'•... P.+". ��' F �l a :'�iY'" �y� 1• 1•.,. ;",.: , .. . �.,1`JrS�r' "r:,'•? a ICJ'- r,4• ,1{ ASP f11��: i :^Y �i` ��'�'n t'..,I,,�}, 4' J y �r' �1� .1, 1 " 140 Sulft}rIG.Ac}�,;Y }& "0' +'ts, SI , , i ♦. SS P ry '' r '" ulfu'ridib►cid,Y. �yL4LL1: 1. �..•,4�• �I''�•�+� 1 � - l,1�r7• I..�y�,..1- —f. .tl, ,ir...4,• Tt', :I} ',,'i':('IJ'11�: 'f'�VV�IP4��•ll •5'•,`�'le IrF 17''�;rf•:�I T''� >.•P�y: ''+ 'J r' r OU' Sulfuric Hci�i WastP):eac�ing,'VH 2- Sulfuric Acid,Waste pickle liq. NR Sulfutye: 10-209b.Xylerle Derivarive: T-Arnine:AlkalineMetal Salt 100 100"' Sulfuric.Zinc Sulfate:Sodium Sulfate 1.5-5:3:5 — 205 Sulfuric: Zinc Sulfate:56dium5ulfate 5-10:1-8:10-20 — 95 Sulfurous Acid 1Q NR 100 SNlfurous,Aci�- $.; t� too r'+' Sulfulyl Chloride N lUO.fe? : 1~ >7' 'SIR Super(Phosphoric Acid;;''; 7fi9'o pZQS' : ; 90 220 Super Phosphoric;Acid ]00 220 Surfactant, APionic 160 I lrrnllrim intrnlutirmat 1,rwiueerinC- ,rook 1 { ,rr'!"+ylrnl 41 1:4-'i•Ir,n'PN fl1 'owttl ! }1Pril9S SEP. 19.2002 12:14PM GELCO SERVICES, INC. SPLEM N0.936 P-28/32 I Ch ran 14WI, Technology& Engineeiing CHEMICAL CONCENTRATION TIMEMRATU RE(OF) EN17MONMENT M B-3000 9220/9800 v Ap Am ini 0 161, Swop . . % .."1w R I 1w Tu R Tartaric Acid Snt'd ISO 210 Termsodium Ethylenediamine All — Tetrachloropyridine 100 — 120 Tetrapatassium Pyrophosphate 60 90 100 Terrasartum Ethylenefflamine Tetrwwu All — 150 Tewasodium Pyrophospham ry 5 125 150 Tetrasodpm P�ropho�p SR 4.9.. 4''i TwoW)bleach .3 Thioglyc9ft Acid 00 NR Ili ny�Chloride,Vapp jo 15j Tinofix QFt Tobias Acid All — 210 Toluene 100 90 10029 Toluene @ 120*F ion NR -- Toluene Dfisocyanate Sar'd NR so Toluene Sulflonic Acid 65 210 Toluene Sulfonic Acid 100 210 Tiqlpene Sulfonic AM,: ;;:... -A",I.N.I.- I . .. .. I - 5 Xylena,ArpniaW.IA ip atr.. ,plll� Toluene. Transformer Oil .1 lit. Thnsn,dasion fluid,Atjtamatic Tributyl Phosphate Trichloroacetaidehyde I DO. I 0: . A, I µr.N P,Trichloroacefic Acid 0-50 90 210 Trichloroacetic Acid 50 LSIBO 210 Tbchlorobenzene 100 NR -"- 1, 1, I-TTIchloroetbane 100 NR 802S 1, 1,2-Trichlarorthame 100 Hffmoi 72 Satisfactory to 80*17 Trichloroethylene6 100 NR NR 1, 1,2-TriclilaiDetbylefie NR. Trichlowmpthqpq TTichlororn EP8 jv.;' U phloraphenol -'P 12028 IV I Tridecyl.Benz=Sulf6riate-Detergent Base 210 Triethanol Ammonium Lauryl Sulfate 100 NR — Triethylaniine 100 150 Triethylandne Hydrochloride Sat'd @ 15PF NR — TriarhanolaniJne 100 ISO Trimetbyl Carbinal Wo — — Trirnethylamine Hydrochloride 100 130 130 Triphenyt Phosphilp. 100 too Ths(H.vdroxyrprthyl).Kitroilethane; Formldehyde-;Water,pH3 51:0.6:4.9 120 Trisoldium Phosphate' 25- 210 Ttisndivim PhoRphate, j.1.11111.1ilp L Up I I it I I 1".11, SEP.18.2002 12:15PM GELCO SERVICES, INC. SALEM N0.836 P.29/32 / IChe ron • "W" Technology&Engineering CIMINIUCAL CONCENTRATION TEMPERATURE�F) ENVIRONMENT .(%) 8-3000 9220 9800 C. W1 I 'i v % g. .5 BID ?P., I. wF 10 5. UltraformoT Heavy Feed, Refinery — 90 — Underground,Clay Soil 100 90 90 Uranium SX UDits — — 90 Urea so — Urea Sat'd 150 M Urea-.Ammonium Nitmm--Waw 2030-.50 — 120 ;.ij 1. 4", 1a " j _16 '. v � LJ ,..,.2 Y.I I • alp .,•-129 yQ.. 2 .. ,200 Vegetable OUS9 180 Vinegar 100 180 200 Vinyl-Acetate 100 0 75'F NTR — Vinyl Toluene 100 NR 90 Vivo-Zynet 100 100* — Waste Oils,Gear,Cutting.etc.,TYeated with -iL%-i'T,% j;n 'a �97p - 7 Ai .4_ gan tr '0.finti TgOw.-PI'iil N. 4 q. 'el k iio . j % 1'0•�6'01-'Jj" Pq� 4, v,." 180 .5. 'o P Water, 664 Water,Cooling Tower 120 120 Water,Deionized9 100 160 i 220 Water,Deionized,High Purity 1.5 µ Inholm 100 901E Water,Deirtineralized 100 160 220 Water,Distilled 100 160 220 Water.Geothermal — 125 — J'25' ir,' Wut Dq M. 1P..2 P i"As !'Pon.. 44? 2 Af6d 'T PA 1 0 96.5:13. Water:pH 3.pH7,or pH 10 90 Water, 13,000 ppm Acetic Acid — Isn't Water, 8,000 ppm Chlorobenzene — 150* Water, 100 PPM-methylene Chloride — ISO Water,300 ppm lso-octyl Alcohol — 150 Water,50D.ppm Sodium Chloride 150 — Water,sea: 160 210 Water,SEqm Condeppate'. 100 160 180 Water,Stour Bpried Pipe On..0P'to 240' .'�iR Wale-.Sul ,. . ledin'1141'.1 A. L11t!111vvh11�.-• tjollh j .1.1 14- -I%;.,Il VS.1W 11.441-ri 1 41-1"'?1 SEP.16.2002 12:1SPM GELCO SERVICES, INC. SALEM N0.836 P.30i32 F I Che ron `"Wo- Technology&Engineering CHEMYCAL CONCENTRATION TEIIAPERArURE OF) ENVIRONMENT M B•3000 9220/9800 Chlorobenzane 48:0-3:1.3:0.01. 150 — 0.3:0.5:o.9 Water,Tap 180 — Water Tmatzent,Softening and Coagulating — 90 — Water,Waste with Plne Oil,Kerosene, Methoxychlor,Melathion,Xylene, Detergents,Chlorophyll.Surface Active Agents and Other Oils — 80 g0 Water,Wash,with Solids,011,Grease -- 90* 90 Water,Waste,Trickling Filters — 90 90 Wax,Chlorinated 100 — 200 Weed Killers @ SO4 F NR Whey --- 175 — Whiskey — — so White Liquor(Pulp Mill) — — 150 Wine Fermentations — 902 — Wine Storages -- go-" — Winery Waste — 90 — Xylene 100 90 1002 Xylene: Amyl Acetate 70:30 — 120's Xylene Derivative:T-Amine:Alkaline Metal Salt: 10-20%Sulfuric Acid — 100 100* Xylene: DXE;Trace H2SO4;Flake Caustic 50:50 @ 1S5'F NR — ( Xylene:U%HCl w/Inhibitor 50:50 — 75 Zinc ChIcnide 70 — — Zinc Chloride Sat'd 190 210 Zinc Fiuoborate3 50 — 210 Zinc Fiuobora%Plating Beth,49%Zinc Fluoborate;5%Ammonium Chloride; b %Ammonium Fluoborate3 -- — 200 Zinc Hydrosul6te Sat'd -- — Zinc Nitrate Sat'd 180 210 Zinc Sulfate All 180 210 Zinc Sulfite Sat'd 150 lM I n Iolrr�Hlf I1N!^TL'01%nlnP) .i I,n�Fntrrinh H,xF6 ! !'F�p!r 1+rra,11F1L +•R n:; 11.114x1, 1 April Wi CITY OF HUNTINGTON BEACH t•, 2000 MAIN STREET CALIFORNIA 92648 OFFICE OF THE CITY CLERK CONNIE BROCKWAY CRY CLERK July 2, 2003 To: U-Liner West, A Division of Southwest Pipeline and Trenchless Corp. 539 West 140th Street Gardena, CA 90248 Enclosed please find your original bid bond issued by Safeco Insurance Company Of America for Miscellaneous Sewer Linings Project Phase II (Cash Contract 1202) Connie Brockway, CMC City Clerk Enclosure g:lfollowup/cashcontlratumbidbond.doc {Telephone:714-536.52271 INSURANCE COMPANY OF AMERICA GENL'!1 INSuRANCE COMPANY OF AMERMA FIRST NATIONAL INSURANCE COMPANY OF AMERICA SMI GVO HOME OFFICE: SAPECO PLAZA BID BOUND KNOW ALL BY THESE PRESENTS,That we, U-LINER WEST,A DIVISION OF SOUTHWEST PIPELINE AND TRENCHLESS CORP. of 539 West 140th Street,Gardena,CA 90248 (hereinafter called the Principal), as Principal,and SAFECO INSURANCE COMPANY OF AMERICA (hereinafter called the Surety),as Surety are held and firmly bound unto CITY OF HUNTINGTON BEACH,Office of the City Clerk(2nd Floor City Hall) 2000 Main St. Huntington Beach CA 92648 _ (hereinafter called the Obligee)in the penal sum of Ten percent of amount bid. Dollars(S 10%of Amount Bid ) 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 Miscellaneous Sewer Lining Proiect Phase II(Cash Contract No. 1202)__ 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 18th day of April 2003 . UI NER WEST,A DIVISION OF SOUTHWEST (veal) PPELINE ANp TRENCHL CORP, Principal Alisha Arthur Witness CTir"is D. Scarratt, President: Title SAFECO INSV&ANCgjP0MPANY OF AMERICA Mike Maybeny Witness y Lisa L o n Attorney-in-Fact 6 Registered uadw-ark of SAFECO Corporation. • '��--- _ i�- -ra�rt��:-E7f:'a�1_sixs-:-3�:,.e=�...:..:-�;.2'xse.]G4ri�.•-= �S^•q:l''�Sa-'' ,snp.r�:�.-Y=�s�ti--"r:4=.::.'•,�r:'^,a:..�fa':sw;.-5::..�- ti,:"t" - :CALIF �,RNIA�AL �=PURPO"SEt�ACKN4WLEDGMENT�F}�� r.` �,�'�: State of California County of Los Angeles 4n before me, Martha A. GonzaleslNotary Public personally appeared M '..' � i 0 personally known to me (or 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($),.or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. +�. . MARTHAA.GONZALES I w Y�� MAN- -N 58 /} ,NOTARY PQ81,1C-CAUMRNIk LOS ANGE_ES V'UNTY Martha A. Gonzales r• `. Umm.Expires Oct.5.2C35 • POWER 1 O&x Unurence Campansr S A F E C O OF ATTORNEY tea,w�a1z4-taxa No. 0043 KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA.each a Waahington co(poration,does each hereby appoint I'*'*13-S.ALBRECHT.M;C.K.NAKAMURA,LISA L.THORNTON;TRACY ASTON;MARIA PENA:HARRIBT L.AMBELL;BETTY WALKER;MARINA TAPIA; TOM BRANIGAN;CLARICE LEE;LOs Angeles,Calikm ia***•••r•••••••••a••••••••••u•••••r•w••••••••«••••+.•••••••••••••••••••ru•••••u••••••••pp•••••••ago Its true and lawful attomey(s}•krdact,with full aufh *to execute an Its behalf fidelity and surety bonds or undertakings and other documents of a sinrhat character Issued In the ooume of Its business,and to bind the respective corrrpany thereby. W WITNESS WHEREOF,SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents this t6th day of August 200 t R.A.PIERSON,SECRETARY MIKI:MPGAVICCK,PRLSIflENT CERTIFICATE Extract from the By-Lem of SAFECO INSURANCE COMPANYOFATIIERICA and of GENERAL INSURANCE COMPANY OF AMERICA; "Article V,Section 13..FIDELITY AND SURETY BONDS—the PresldeK any Vice President,the Secretary,and any Assistant Vice President appolted for tat purpose by the olflaer in dump of surety operatiorn,share each Iraveauthorflyb appoint Individuals es attomeyNMactor undarctlw epprcprlate 0ftw1h aulhorfl r to . Omuta on behalf of the coany tldafi an ty and surety bonds d other documents of ehrdar chanmter Issued by the owWW in the course of Its bw ny inesaw On a V%drurnent making or mp r evidencing such appointment The signatures may be allbted by tacsimle. On arry irrabument confeWq such aulhorfly or on any bond or WWWWking of the company,the seal,or a facolmmite thereof,may be Impressed or affixed or In any DOW manner reproduced;provided,however,that the seal shah not be neoessaryto fie vagay of any such haaumertor undertakMg* Extract from a Resak*n of the 00"of Directors of SAFECO.INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adoptedJuly 28,1970, Tn OV caftata executed bythe Secretary or an aasWtantsec etary of the Company setting cut, (q The provisions of Article V,Section 13 Of ttw By-Laws,end (in A copyot the pot+er-cf-s egappolttnoK executed pursuontOoreto,and 00 Cara AM drat Bald power at Wrneyappolrbrrerd le In NA force tuud effec, tune$Vesture of the oerUfykrg officer may be by facalmlle,and the seal of the Oompany may be a facalmile thereof.* I.RA Plerson,Gmetary of SAFECO IN8URANCE COMPANY OF-AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA.do hereby=ft thattine loregakng extracts of the ByAAwe'and of a Reaolullon of the Board of Directors of These corporations,and of a Porter of Attorney Issued pursuant thereto,are bus and coned,and that bath the By4Laws,ire Resolution and the Po%w of Aftomey are still In full km and effect. tut WITNESS WHIIREOF,I hovehereurt0 eetrry hand and affixed the(acshnile seal of said corporation thl8 day of SEAL SEAL x d95� loth A► p( R.A.PIERSON,SECRETARY "TAT EF 2(01 V A►aybtwed Vademark of SAFECO COrp AUOn 8(18MI PQF o• t" :1C " iE:'-':'c•r>•r ..:v :si+•. "`�' }' s'�:f' rr .f +�''7`�'".3d' ;.^ -`x �.`.; fr., t:}!:a F•: ��s� ,� ,�i�r.. �,yy�.ys ?�. i •ia._.(a�?',,n% �:: .� r�' af4. t U-Liner West, a division of . Southwest Pipeline and Trenchless Corp. STREET 539 WEST 140r'' GARDENA, CA 90248 4 LICENSE# 773862-A r ' E . CITY OF HUNTINGTON BEACH CITY CLERK'S OFFICE, 2"D FLOOR 2000 MAIN STREET C'j HUNTINGTON BEACH, CA 92648 SEALED PROPOSAL ENCLOSED— DO NOT OPEN WITH REGULAR MAIL f MISCELLANEOUS SEWER LINING PROJECT PHASE lI (CASH CONTRACT NO. 1202) BID DATE 04/22/2003 @ 2-00 PM SECTION C PROPOSAL for the MISCELLANEOUS SEWER LINING PROJECT PHASE II Within 15 sub areas of the City of Huntington Beach CASH CONTRACT No. 1202 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 85 working days, including material delivery, 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,Pe 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$10% of bid which said amount is not Iess 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", as the case may be). Bidder shall signify receipt of all Addenda here, if any: -Addenda Na.:. Date Received. dde Si na 1 04 08 03 * PROJECT BID SCHEDULEJO Jtee Estimme& ...............::,:,:�:Atem�with-uni. :--: .. .............. ......... -Extended: tprice..:::........ ............ ,:: .. ......... m . ......... ....... ...... :.::. .............. ..........::... ............ .................. -w''nit t e n_4 n: words....:' n'1ft:'Pnc"e'::::: : ::,A'M'OUnt.:..:. Mobilizatian of equipment&materials. Jump surn. @ THREE LHOUSA Dollars $3,000.00 S3,000.00 Cents Per lump sum 2 1 Traffic Control per Specs. lump sum @ FOUR THOUSAND TWO HLNLDRED FIFTY Dollars S4,250.00 $4,250.00 NO Cents Per lump sum 3 1 Demobilization of equipment&materials. lump Sum @ THREE THO USA AfQ Dollars $3,000.00 $3,000.00 N 1 0 Cents Per lump sum 4 18724 Line 8"host pipe per Specs. 11 @ mmenly- seven Dollars $ 27.20 -94,110. FiffV Cents Per Lf. 5 310 Line 10"host pipe per Specs. @ Eve Dollars $ 115. Cents Per Lf. 6 577 Line 12"host pipe per Specs. U @ Thi E±V hi M Dollars $ 39. $ _22 _.1b Cents Per Lf. 7 458 Rc-open service lateral per Specs. ea. @ Fot-hy ni rw— Dollars s +q- $ 2-2.442. Ze*t) —Cents Per ea. 8 40 Grind protruding lateral per City requirements. ea. @ T= Dollars S ge) VD S 21000A Cents Per ea. 9 162 Point repair host pipe per Detail(Up to 5.!A deep) 11 @ TWO hundrW -FLE±V fi%& Dollars $ 20,78 $4J,4,3_VAF -q,FqXMfV Cents Per 1.f 10 306 Point repair host pipe per Detail(5.5 up to 10.54L deep) @ MAin buft(9d Effy li e Dollars $ 2Z5.79 Cents �Sr,�V vabt Per Lf. \j C-Is • PROJECT BID SCHEDULFO Im ::- , , .: :tern st ated Item.with:unit:price .,:.-Extended. ... itteh4d wo rds Uhit-Mm::� AmountAmountNd.: .. ��*i . :::QVant1ty . 11 72 Point repair host pipe per Detail(10.5 up to 15-fL deep) 1. @ TVw hUr'dVrd �if+V -Pj VC Dollars S2-wZ.Tb - S6.4k. se ven+V ei I h+ Cents Per Lf. IQ 12 5 Remove&Replace Cican-Out per specs. ca. @ ollars S 1.522 .56 S 12 ZO Cents Per ea. 13 @ Dollars $ Cents Per 14 @ Dollars Cents Per 15 @ Dollars S Cents Per Total Amount Bid in Figures: $ Total Amount Bid in Words: .............................................................................................. .........aix............... hurerrd -fAiMv -eighf dofLars awd wv�hN Oenf:s C-2s 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 and the portion of the work to be done by such subcontractor. Portion Name.and Address of Subcontractor State License. . Class of Work :: N4Mber Hems#R, to, x C ur , inc It, and lZ 1813 M.Rosp S+r*p-F, &Lrbxrdk, CA 91W15 By submission of this proposal, the Bidder certifies: 1. That they are 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 NONCOILLUSION AFFIIDAVIT TO DE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ss. County of Orange Chris D. Scarratt , being first duly sworn, deposes and says that he or she is U— iner West, a division of President of southwest Elpeline and * 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. * Trenchless Corp. U—Liner West, a division of Southwest Pipeline and Trenchless Corp. Name of Bidder Signature of Bidder Chris D. Scarratt, President 539 West 140th Street Gardena, CA 90248 Address of Bidder Subscribed and sworn to before me this 21 st day of A rim 1 , 200 3 �HwM■NIINIIwNwMNNNN1NaNNINN� SUSAN B. SIKES COMM. #1260843 NOTARY PUBLIC CALIFORNIA'* WS ANGELES COUNTY My Comm. Expires April 15. 2004 /IINNHg11g1!IIIIH 1lHHq!l111!NII1Il1!!!lHNH!!/p NOTARY PUBLIC Susan B. Sikes NOTARY SEAL 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 MISCELLANEOUS SEWER LINING PROJECT, PHASE II; CC- 1202, (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. U—Liner West, a division--of Southwest Pipeline and=henchlegs Corp. Contractor By Chris D. Scarratt . President Title Date: Aril 21 2003 C-S DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 14310.5, 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 M 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-s 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. U-Liner West, a division of . Southwest Pipeline and Trenchless Corp. Contractor By Chris D. Scarratt President Title Date: April 21,_ 2003 C-7 • 0 UNDERGROUND SERVICE ALERT IDENTIFICATION NUMBER (To be completed only by the awarded Contractor prior to excavation) No excavation will be permitted until this form is completed and returned to the AGENCY. Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a Permit to Excavate will be valid. To obtain a Dig Alert Identification Number, call Underground Service Alert at 1-800-422-4133 a minimum of two working days before scheduled excavation. Dig Alert Identification Number: N/A U-Liner West, a division of Southwest Piveline and Trenchlesa_Sorp. Contractor By Chris D. Scarratt President Title Date: _mil 21, 2003 Note: This form is required for every Dig Alert Identification Number issued by U.S.A. during the course of the Work, Additional forms may be obtained from the AGENCY upon request. C-8 BIDDER'S L FORMATION BIDDER certifies that the following information is true and correct: U-Liner West, a division of Southwest Pipeline and Trenchless Corp. Bidder Name 539 West 140th Street Business Address Gardena CA 90248 City, State Zip ( 310 329-8717 Telephone Number 773862 - Class A State Contractor's License No. and Class 01/21/2000 Original Date Issued 01/31/2004 Expiration Date The work site was inspected by Chris D. Scarratt of our office on April 19th . 200 3. The following are persons, firms, and corporations having a principal interest in this proposal: NA 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. U-Liner West a division Southwest Pipeline and Trenchless Corp. Company Name e e,::�L/'// Signature of Bidder Chris D. Scarratt President Printed or Typed Signature Subscribed and sworn to before me this 21 s tday of Apr il "' "'"1111"11111"""'�"'ll'.1111I111,lglllll ' SUSAN B. SIKES w COMM. #1260843 a y o •' NOTARY PUBLIC CALIFORNIA" • LOS ANGLES COUNTY My Comm. Expires April 15. 2004 Illlllllg1111111IIIIIIIIi1111111ii1111p1111111ig11M1y11 NOTARY PUBLIC Susan B. Sikes NOTARY SEAL Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past two years: Please see the attached Projects List... 1. Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed 2. Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed 3. Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed C-10 The following information must be returned with the bid Bidder's name: U-Liner West, a division of Southwest- Pipeline and Tren_c_ hless Corp. Bidder's address: 539 West 140th _Street, Gardena, CA 90248 Phone number: ( 310) 329-8717 Fax number: ( 310) 329-0981 Pipeline rehabilitation process (trade name) bid: U-LINER (Choose only one per Section B. "Instructions to Bidders" #12) Attach a letter to this sheet from the manufacturer stating that: 1. The installer (bidder) listed above is factory licensed and trained. Please see the attache letter. 2. SDR thickness supplied (minimum thickness SDR 35) Yes, the imum hi ess it ebensupplied. AP S ed� amount of material within the 3. Have the a i ands w IIsuppYy C85 ry construction time frame. Yes, our supplier has the ability and will supply the necessary amount of material within the construction time frame. List of three certified laboratories that can perform the required ASTM testing. Laboratory number 1: Name: _Ramtech Laboratories, Inc. Address: 14104.Oran a Avenue Paramount CA Telephone number: (562) 633-4824 Contact person: Dave Macey Laboratory number 2: Name: CRT Laboratories Address: 1680 N. Main, Orange, CA Telephone number: (714) 283-2032 Contact person: Kin Le enneu Laboratory number 3: Name: HTS, Inc. Address: 416 Pickering Street, Houston, TX 77091 Telephone number: (713 ) 692-8373 Contact person: Larry, McMichael C-11 City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER ONE For Miscelaneous Sewer Lining Project Phase II CC- 1202 April 3, 2003 Notice To All Bidders: This addendum is hereby made a part of the contract documents to the same extent as though it were originally included therein. Please note the following revision to the Project Plans, Specifications, and Technical Provisions: The attached sheet 12 of 12 revised and issued this date hereby replaces sheet 12 of 12 of Appendix A—Project Location Map(s) and Point Repair Detail. This modification does not change the Engineer's Estimate, Bid Schedule or the Bid Opening date/time for this project. This is to acknowledge receipt and review of Addendum Number one, dal: April 3, 2003. U-Liner West, a division of Southwest Pipeline and Trenchless Corp. Company Name By Chris D. Scarratt, President April 21, 2003 Date All bidders must acknowledge the receipt of this Addendum with your bid proposal. Should you have any questions regarding this Addendum, please call Steve Krieger at(714) 536- 5259. U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A Modified Standard Forth 254 2003 PROFILE JOB# CODE PROJECT NAME&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID START COMPUTE 222 3&6 City of San Diego-Sewer Replacement Group 2001 Ortiz Corporation for Crty of San Diego K03032C 1/9/2003 Rehab appx 4D51T of 8"and 3 Top Hats 788 Energy Way.Chula Vista.CA 91911 223 3 City of San Diego-La Jolla Projects#900-904 KTA Construction for City of San Diego 67 Tap Hats 1920 Cordell Cl.,Sutie 105,El Cajon,CA 92D20 274 6 City of Laguna Niguel-Mt Rainer Drive I City of Laguna Niguel P.O.#19855 Rehab appx 104 If of 18"RCP 27801 La Paz Road,Laguna Niguel.CA 92677 225 5 City of Part Hueneme-Pipeline Rehab.At NBVC Point Mugu City of Port Hueneme 2003-1 2r2512003 Rehab appx 1898 If of 10".466 If of 12"-and 135 If of 15" 250 North Ventura Road,Port Hueneme,CA 93041 226 3 City of San Diego-Linda Vista Trunk Sewer Phase II BRH Garver for City of San Diego 1/30/2003 5 Sewer latest connection seals with Top Hats 6910 Mission Gorge Road,San Diego,CA 92120-2420 227 6 City of Los Angeles-Santa Monica BW Transit Parkway Excel Paving for City of Los Angeles SZC11261 3114f2003 Rehab.A prox 601 9 of 1IT' _ P.O.Box 164D5,Long Beach,CA 90806 E6000627 228 5 L.A.County Sanit -Western Avenue Trunk Sewer Rehabilitation L.A County Sanitation Disl#2 Jennifer James 31016313 1161 Bid No 02125 4T3/2003 Rehab appx 761 If of 10"NRCP 1955 Workman Mill Road,Whither,Ca 9DB01 229 3 City of San Diego-4th Avenue BRH Garver for City of San Diego Damien De Laura 7 1 414 2 8-4515 P O.No.120901 10f2a/2002 6 Top Hats 2615 S.Rousselle Street.Santa Ana,CA 92707 Total Contracts:8 Average Amount:$42.796.50 TOTAL 2003 to date: f342,370.00 1=sewer,2=stofm dram,3=1[apHats,S=HDPE linmg,S=CIPP lining.7=1nsrtu Point Repairs,A=Channeline,9=Mist. Further information will be supplied upon request U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A 2002 PROFILE J013# CODE PROJECT NAME&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID START COMPLETE 218 3&0 1 City of San Diego-North Harbor Dnye Zondrms Corporation for City of San Diego K02222C Rehab appx 1.109 If of T wl CIPP Lining 2401 208th Street,Suite C-8,Torrance,CA 90501 219 6 Crty of Rancho Palos Verde-Drainage and Landslide City of Rancho Palos Verde Stabilization-18"and 24'Storm Drain Rehabilitation 220 5 L.A County DPW-99th Street,et all sewer rehab L A County Dept Public Works SMDAC00087 12110/2002 Rehab appx 14.675 ft of 9'wIHDPE Lining 9W So.Fremont Ave,Alhambra,CA 91803 626/456-3148 221 3 City San Diego Sewer Grp 623B BRH Garver for City of San Diego 619I265-0537 A 12 12/12/2002 12/27l10O2 Seal Connections with a CIPP Top Hat 1010 2nd Ave,Ste.500,San Diego,Ca 92101 Total Contracts:41 Average Amount 5778,835.25 TOTAL 2002 to date: $7,315.725.69 1=sewer,2=storm drain,3=TopHats,S=HDPE lining,6--CIPP fining,7=lnsdu Pant Repairs,B=Channelme,9=Misc Further information will be supplied upon request U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A 2002 PROFILE JOB# CODE PROJECT NAME&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID START COMPLETE 200 5 City of L.A -EQ RPR SWRS U-361&U-364 Prkacin for City of L A Hassan Masoud 2 1 3847-8565 E2002850-2859 6119f2002 Rehab appx 6.941'$'&410'•12"sewer main w1HDPE Lining 650 So.Spring Si.Ste 1000,Las Angeles.CA 90014.1918 E2002995-30W 201 6 City of San Diego-Swr Group 653 El Cajon Grading&Engineering for the City of San Diego K02230C 7192002 iReftab_appx 762 If of 6'swr main_w/CIPP Lining _ 1010 Second Ave,Ste.5W.San Diego.CA 92101 wo 4173461 202 6 Crty of El Cajon Corrugated Metal Pipe Liing Padfrc SoWest Canst for City of El Cajon Duke Duquette 619/441-1653 2664 6252002 10/102002 10118,2002 Rehab a x 37V-19'w1CIPP Lining 200E Main St,EI Cajon,CA 92020 203 5 Fair Oaks Ranch,Tract D61511) Pardee Homes Wade Lewis 3101475-3525 6/162002 9WO02 9232002 Rehab aPpx 243'-10"&1,287'-12'wlHQPE Lining 10860 Wilshire Blvd,Ste.200D 204 5 City of L A -EQ RPR SWRS U-345 Vasilf Inc,dba Ivanko for City of L A. Hassan Masoud 2 1 3184 7-856 5 WO#E2002924 21132002 10/102002 Rehab appx 1,195 If -84n sewer main w/HDPE Lining 650 So.Spring 51,Ste 1000,Los Angeles,CA 90014-1918 to E2002933 205 5&6 City of L A.-EQ RPR SWRS U-352&U-355 Vasilj Inc,dba Ivanko for City of L A. Hassan Masoud 213/847-8565 71172002 Rehab a x 3.0W-8'&1,334'•10"sewer main w/HDPE Linin 650 So.Spring St.Ste 1000,Los Angeles,CA 9W14-1918 and a i.010 tf-15"w/CrPP Lin in 206 5 City of San Diego-La Jolla Shores Dr.7Torrey Pines Swr Improv T C.Construction Co.,Inc.for City of San Diego Mike Arnold K02032CA 3T21F2002 Rehab aApx 1,250 If-8'swr main w/HDPE Lining 1010 Second Ave,Ste.500.San Diego,CA 92101 619153.3.3754 207 6 1 City of Escondido-The Wohlford Penstock Weir Construction for City of Escondido 760/839.4651 19/G10552 8/13/2002 Rehab appx BO'-18'&209-24"culvert with CIPP Lining 201 No Broadway,Escondido,CA 92025 208 5 City of Glendale-01/02 Annual Street Rehab grogram,Ph 1 Security Paving for City of Glendale Lucien J.LeBlanc,P E 2916R 8/142002 Rehab appx 2551'-W.41V-10',471'-12"w/HDPE Lining 633 E.Broadway,Room 205,Glendale,CA 91206 818548-3945 209 6 Crty of Chula Vista-Rehab CMP along 5th Ave. City of Chula Vista Samir Nuhaily.P E 408M 9142002 Rehab a 425-22'k13'&110-18'CMP w/CIPP LininR 276 4th Ave.,Chula Vista,Ca 91910.2631 619/691-5021 210 5 L.A County Public Works-La Alameda Ave.,et al,Sanitary Swrs L.A.County Dept Public Works Zaven Abrahamran SMDACODD83 9/172002 Rehab appx 1.311 If of 8'w/HDPE lining 900 Sc Fremont Ave,Alhambra,CA 91803 6261458-3148 211 5 Crty of L A.-EQ RPR SWRS U-280&U-332 Williams Supply Co for City of L.A. Hassan Masoud 2131847-8565 E2002686-701 9/1E2002 Rehab appx 2,659'-856-10'&336-12'Swr main w1HDPE 650 So.Spring St,Ste 1000.Los Angeles,CA 90014-1918 E2003239.251 212 5 City of L A -Weymouth Ave.Emergency Swr Repairs Bak Construction for City of L A Hassan Masoud 2 1 3184 7-8565 SWC00137 9/172002 101162002 10212002 Rehab appx'260 ti of Er VCP w/HDPE 650 So Spring St.S'e 1000,Los Angeles,CA 9W14.1918 213 5&6 City of L.A.-EQ RPR SWRS U-328&U-329 Mathew&Stewart Co for City of L.A. Hassan Masoud 213847-8565 E2003194 10/92002 Rehab appx 3120'-8'w/HDPE Lining and _ 650 So Spring St,Ste 1000,Los Angeles.CA 9W14-1918 appx 614 If of 15'w/CIPP Lining 214 6 Table Rock HOA,Laguna Beach Bay View Management Mane Renteria 909/808.9110 10/82002 10/152002 11262002 Rehab appx 142 If of 12'CMP Stone Drain w/CIPP Lining 16635 Algonquin Street,Suite 637,Huntington Bch,CA 92649 215 596 L.A.County Sand -Cameron Trunk Swr Sect A Rehab,W.Covina L.A.County Sanitation Dist 92 Mike Tatalozich 31 011 38-1 161 x-6W1 3941 IDP42002 Rehab appx 556 If of 12'w1HDPE Lining and 1955 Workman Mill Road,Wh;tier,Ca 9%01 a px 287 If of 10'w/CIPP Lining 216 5 City Hall Moon Bay• Ph 2 Wastewater Collection Sirs Rehab DArty&Harty for City of Half Moon Bay Nancy Kyser 6HAL021102 11/12002 Rehab appx 5697'-6'&636'-8'w1HDPE Lining 501 Main St,Half Moon Bay,Ca 94019 650y726-8260 217 3 City or San Diego-Sewer Group 672 Scherdel Contracting for City of San Diego K022056C 10232002 60 Top Hats 3925 Camino de las Piedras.El Cajon.CA 92019-2854 U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A 2002 PROFILE JOB# CODE PROJECT NAME&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID START COMPLETE 2062 160 397 City of San Diego Raw and Easements,Ph A Insituform Tech for San Diego Metro Wastewtr Douglas Cook K028086C 4/262002 911612002 Install appx 1,713 TopHats&appx 79 Insitu Point Repairs 9192 Topaz Way,San Diego,CA 92123 85816544212 wo 4174501 182 6 CalTrans•RPV Storm Drain Rehab Colich&Sons,LP for CalTrans Grant Wood 323f770-2920 1132002 1/152002 1/31/2002 Rehab appx 160 If -30'CMP w1CIPP Lining 120 So.Spring St.Los Angeles,CA 90012 213/897-3631 in 6 Cancelled K001005 121I812D01 1B4 5 Camp Pendleton MCB-Pump Stn Repairs SEA PAC Engrg for Dept of Navy D.Metts N687-99-D 1/19/2002 2/12002 22812002 Rehab appx 1,009 If of 8'sewer pipe wMDPE Lining Dept of Navy, 1220 Pacfic Hwy,San Diego,CA 92132-5190 6443 185 5&6 City of L A.EQ U-279&U-370 Tomovich Construction for City of Los Angeles Hassan Masoud E2002671-85 2202002 5/15/2002 . Rehab a x 5jW-8", 1.571'-10"&176'-12'w/HDPE Lining 200 No.Sprig St,Rm 355,Los Angeles,CA 90012 213184743565 E2003052-64 and appx 893 If-15"w/CIPP Lining 186 5 City or L A EQ U-347 Williams Supply for City of L A Hassan Masoud E2002942.49 22712002 8112002 9/302002 Rehab appx 1,971'-W&664'-1Q'sewer pipe wMDPE Lining 20o No.Spring St,Rm 355,Los Angeles,CA 90012 213IB47-8565 187 5 City of Huntington Beach-Misc.Swr Lining Phase I City of Huntington Beach Todd Broussard 7141536-5431 CC No 1178 3WO02 8112002 11/30/2002 Rehab appx 25,983'-ir,351'-10'&636'-12'wMDPE Lining 20M Main Street,Huntington Beach,CA 92648 188 5 City of L.A.EQ U-301&U-303 Williams Supply for City of Lm Angeles Hassan Masoud E2003163-170 311312002 811512002 10131/2002 Rehab appx 884 if of 8"w/HDPE Lining 200 No.Sprig St,Rm 355,Los Angeles,CA 90012 213/847-8565 E20D3124-130 189 6 Rehab of Drsf No 5 Main Trunk County San:lation Districts of L A County Cahn Jin 3 1 01638-1 1 61 PO 928077 2/28/2002 5242002 61302002 Rehab appx 152 If of 154n w/CIPP Lining 1955 Workman Mill Road,Whittier,CA 90601 x-6803 190 5 City of L A EQ 11-349.U-350&U-351 John T.Malloy for City of Los Angeles Hassan Masoud 2131847.8565 E-20D2761 3/272002 Rehab appx 9.239-8"&959-10" w/HDPE Lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012-4801 191 5 Soledad Canyon Trunk Swr Section 4 Rehab County Sanitation Districts of L A.County Matt Zuro 562AM9.7411 PO#28652 327/2002 5/24/2002 &3012002 Rehab appx 277 If of 15"w1HDPE Lining 1955 Workman Mill Road.Whittier,CA 90601 x-3512 Bid#01967 192 5 Forecast Homes,Hemet Clearwater Pipeline,Inc. for Forecast Homes Steve Gannon CPI JN B67 2/132002 5WO02 5/312002 Rehab appx 205 If of r w/HDPE Lining 383B Brennan Ave.,Penis,CA 92571 909/857.2829 193 6 City of LA -City Hall Storm Dram Rehab @ HitI&Pioa Miramontes Constr.for City of Los Angeles Hassan Masoud SZS11183& 1/162002 5/1612002 7/312002 Rehab appx 485 If-15'&appx 365 If-27'RCP w/CIPP Lining 200 No Spnng St,Rm 355.Los Angeles,CA 90012 213/847-8555 SZS11185 194 5 City of L.A.-EQ RPR SWRS U-323&U324 Williams Supply for City of L A Hassan Masoud 21NU7-8565 wo E2003194-93 5/82002 Rehab appx 3495 If-ff"&270 If-10"w/HDPE Lining 200 No.Sprig St.Rm 355.Los Angeles.CA 90012-4WI &wo E200313141 195 5 City of San Diego-Catalina Pump Stn W.M.Lyles for City of San Diego Ed Fordan 61 W533-4195 K02097C 611WO02 Rehab appx 363 ff-16'wMDPE Lining 1010 2nd Ave,#500.San Diego,CA 92101 4996 W.O #185191 196 6 Sunset Beach Sanitary District-Mitigation of Infiltration Sunset Beach Sanitary Distract Ray Lewis,Engr 949149715BD 5/612002 5/182002 Rehab appx 1.631 if of 6"w1CIPP Lining PO Box 1185.Sunset Beach,CA 90742-1185 197 5 City of L A -EQ RPR SWRS U-367 Vasilj Inc,dba Ivanko for City of L A Hassan Masoud 213/847-8565 wo E200322-28 2/15/2002 5/31/2002 Rehab appx 791 n -8-in sewer main wMDPE Luang 650 So.Spring St,Ste 10WQ Las Angeles,CA 9W14.1918 &wo F2003D51 198 6 City of Sae Diego•Catlontail Lane Swr Rehab Sim J Communications Inc.,for City of San Diego Regan Owen K02093C 4/3012002 Rehab appx 521 If-r swr main w/CIPP Lining 1010 Second Ave,Ste.500,San Diego.CA 92101 6191533.5205 wo#175991 199 6 C4y of San Diego-Swr Group 672 Metropolitan Canst for City of San Diego Mahmoud Ongat 6191533.5232 K02224C 7132002 Rehab appx 76B If-6' and 69 If-Tswr main w1CIPP Lmm 1010 Second Ave,Ste.500.San Diego,CA 92101 wo 4175281 U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A 2001 PROFILE J08# CODE PROJECT NAME&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID START COMPLETE 2001 173 5 L.A County Sanitation-Figueroa St.Reliet Trunk Swr Mike Bubalo Const. for L.A.County Sanitation District No 2 3850 82312001 5112002 7/3112002 Rehab appx 1.298 If of 12"w/HDPE Lining 1955 Workman Mill Rd.Whittier,CA 3 1 01638-1 1 61 x-6308 174 5 Lake Oroville State Recreation Area,Butte County Duke Sherwood Contr Inc.for CA Dept Parks/Rec. Matt Teage 8/31/2001 2112002 3f31R002 Rehab 3,239-6'.2.MY-8,3.426-1(P&99T-12"w)HDPE Lining One Capital Mali.#500,Sacramento,CA 95814 5301538-2364 175 6 City San Diego-Sewer Group 539 BRH-Garver Inc for City of San Diego John Ousar K01067C 9/42001 2/12002 11/30P2002 Rehab apex 1.5301f-24"sewer main w/CIPP Lining 1010 2nd Ave,#500.San Diego,CA 92101 61915337443 176 6 Vallejo Sanitation-RDI/I Reduction-Area 5 KJ Woods Construction for Valle/o Sanitation John Ashley 8/9/2001 2/1/2002 4r"2002 . Rehab apex 4901f of 18"with CIPP Lining 450 Ryder st,Vallejo.CA 94590-7217 541/75M235 ext-3488 177 5 City L.A.Harbor District CSRP Unit 5 Swr Rehab Mike Pdich&Sons Inc for Crty of L.A. David Lee SZC 11241 af232001 t022/2001 12131(2001 Rehab appx 1,633 If of 8"with HDPE Lining 200 No.Spring St.Rm 355.Los Angeles.CA 90012 213/847- 957 178 6 City San Diego-Sewer Group 2000(690&699) Orion Construction for City of San Diego Nabil Batta K02019C 1 i22001 1111l2002 Rehab appx 1.2081f-A"sewer main w/CIPP Lining 1010 2nd Ave,#500.San Diego,CA 921014998 6191533-5191 179 6 City San Diego-Sewer Group 677 S.0 Valley Engrg,Inc.for City of San Diego K02018C 10/42001 Rehab apex 285 If-6"sewer main w/CIPP Lining 1010 2nd Ave,#500.San Diego,CA 92101.4998 619FZ3-5191 WO 174351 180 6 City of La Mesa-Jack5on Dr.Swr Improv S.C.Valley Engrg,Inc.for City of LaMesa Dnss Elwardi Bid 05-01 11/92001 4/1/2002 11/102002 Rehab appx 866 If-6'.440 If-8"&540 If-iW w/CIPP Linin 8130 Allison Ave,La Mesa,CA 91941.5002 6191667-6611 1B1 6 Clty of San Diego Sewer Group 697 Ortiz Corporation for City of San Diego John Brrto 619/482-4288 K02027C 11/72001 Rehab appx 906 If-6"w/CIPP Lining 1010 2nd Ave.#500.San Diego,CA 92101-499B 61 915 3 3-51 91 wo 175331 Total 24 Contracts. Average Amount S102,239.36 TOTAL 2001 to date- 52A53.744.55 . 1=sewer,2--storm drain,3=Water,5=HDPE furmg,6=CIPP lining,7=CCTV or mist. Further information will be supplied upon request U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862 A 2001 PROFILE JOB# CODE PROJECT NAME&LOCATION OWNER andlor GENERAL CONTRACTOR CONTRACT BID START COMPLETE 2001 155 5 City of San Diego Sewer Group 637 Dietrich Corp for Crty of San Diego Ed Shoemaker 6 1 914 47-48OD K99224C 1WO01 21152001 22WO01 Rehab apex 116 R of r by HDPE Lining 6W 9 Street,Ste 800,San Diego,CA 92101 156 5 Caltrans-San Diego CA Rasmussen,Inc. Ran Gaines 6191641.9281 114348664 V12/2001 2/15/2001 2/28f2001 Rehab appx 123 II of 8"by HDPE Lining 4628-4Dth St.,San Diego,CA 92116 157 6 Crty of Redondo Beach,Basin III Sewer Rehab ARA Engineering tar City of Redondo Beach Steve Huang 2/1/2001 2WO01 2128/2001 Rehab appx 84 If of 12-inch U CIPP Lining 415 Diamond St.Redondo Beach,CA 90277 310/318.0661 158 6 City Los Angeles-Wainer Ave.&Edgeley Ct. Papac Construction Co.,Inc.for City of L.A SZS11180 2AV2DO1 3/1/2001 3/31/2001 Rehab ap2x 146 If of 12-inch Y CIPP Lining 200 No.Spring St,Rm 355.Los Angeles,CA 90012 213/847- 565 • 159 6 Crty of Compton-Alondra Blvd.Pavement Rehab Sequel Contractors,Inc.for Crty of Compton Augustus Ayawara 3112001 101112001 11312002 Rehab appx 35141f of 8'to 18"with CIPP Lining 205 W.Willowbrook Ave,Compton,CA 90220 310/505-5507 160 3 see year 2002 161 5 Crty of San Diego-Home Ave. Accel Slwr Repair Cal-Southwest for Crty of San Diego Luis Duenes 858/6273262 K99263C 3/162001 11/1/2001 2/282002 Rehab appx 490 If of 6" &182 R of 8"w/HDPE Lining 6W B Street,Ste 800,San Diego,CA 97101 162 6 L.A.County Sanit -Lamands Park Ext Swr Rehab L A.County Sanitation Dist 416 Sam Espinoza 5621699-7411 16-08.06-32 3/2920ol 8/1/2001 713U2002 Rehab 254'-27",1U-24'.252'-22-,206-Ur w1CIPP Lieanq 1955 WDnotian Mill Rd.,Whittier,CA DD607 163 7 City of San Diego-Sewer Group 660 Cal-Southwest for City of San Diego John Brdo 85W 13-0533 K20058C 511/2001 12 I512001 1213112001 CCTV at Time and Material Rates 600 B Street,Ste 8W,San Diego,CA 92101 164 6 City of San Buenaventura-Sunsel Dr.Storm Drain Rpr City of San Buenaventura Andrew Brozyna 805/654-7743 Spec 2001-101 4/25/2DO1 6/152001 W3020O1 Rehab appx 336 R of 30"Drain w1CIPP Lining 501 Pok St,PO Box 99.Ventura.CA 93002 165 5 Crty of Los Angeles-So.Central Area CSRP Unit 2 Tomovich Construction for City of Los Angeles Thomas Woo SZC11153 5A2rZW1 125/2002 1r312002 Rehab appx 1080 If of 8"with HDPE Lining 200 No Spring St,Rm 355.Los Angeles.CA 9DO12 21314&9-M2 166 6 City L A.-Sanofre Dr/Casale Dr.Storm Drain Lee Construction Cc for City of L A Rick 805/522-5195 EXX51409 511WO01 11/152001 12131/3001 1Rehabjappx212 R of 18"Drain w/CIPP Lin% 200 No Spring St,Rm 355.Los Angeles,CA 90012 213/847-&%5 167 5 Job cancelled • 168 6 Artesia Extension Trunk Sewer L A County Sanitation District Chuck Boehmke 3101638.1161 625?001 9/12001 9/30/2001 Rehab appx 373 R of 18'VCP wlCIPP Lining 1955 Workman Mill Rd.Whittier,CA 90607 169 5 L A.County Public Works-Pnnceton St,City Terrace L A.County Dept Public Works Harout Kassabran 6261458-3118 SMDAC0079 7/3/2001 11/i/2001 2/282002 Rehab appx 10,362 ff of 8'w/HDPE lining 900 So Fremont Aye,Alhambra,CA 91803 170 5 Monterey Park- Sanitary Sewer Repairs/Rehab City of Monterey Park V.Bermudez 8111007.1325 Spec no.693 7/172001 8/12001 10/312001 Rehab appx 1.515 R of 8'w1HDPE Lining 320 W Newmark Avenue,Monterey Park,CA 91754 171 5 cancelled 172 7 City of Los Angeles -LA EQ RPR U-276 John T.Malloy,Inc Justin Malloy 323/780-9941 WO E2002487- 8/162001 111IF2001 11/3012001 CCTV appx 30.000Ifof 8"VCP 200 No Spring St.Rm 355,Los Angeles.CA 90012-4801 E2002493 1=sewer,2=storm drain,3=Water,5--HDPE lining,6--CIPP lining,7=CCTV or mist U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A 2000 PROFILE JOB# CODE PROJECT NAME&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID START COMPLETE 2000 143 5 cancelled SZC11222 5f420W cancelled 144 5 cancelled BRH-Garver Inc.for City of San Diego 619/265.0537 cancelled 145 5 City of San Diego-Sewer Group 635 BRH-Garver Inc.far City of San Diego 61912654Z37 K20083C 101112000 10/3112000 Rehab appx 186 if of 6-in sewer by HDPE Lining 6974 Mission Gorge Road.San Diego CA 92120 W=733BI 146 5 City of L A.-El Sereno Area Sewer Rehab Vasilj Const for City of Los Angeles 909/599-2845 SZC11221 8J912000 2/112001 2/28/2001 Rehab appx 107 If-6"&1094 If-8'sewer by HDPE Lining 200 No Spring St.Rm 355,Los Angeles.CA 90012 21-VB47-8565 147 6 City of L A.-Figueroa/Wadsworth etc CSRP Tomovich Construction for City of Los Angeles 6261443.3627 SZC1126B 8&f920D0 3115/2001 4rJ012001 Rehab appx 782 If-8-in sewer main by CIPP Lining 200 No Spring St.Rm 355.Los Angeles,CA 9W12 2131847-9565 148 5 Rancho Palos Verdes-Sail View&Seabreeze Ave. Pacific Heritage Development Homes.Inc. 9492924528 16-0164= 7/1520DO Sr3012000 Rehab appx 787 9-8-in by HDPE Lining 15707 Rockheld Blvd,Ste 255,Irvine,CA 92618 149 7 Misoellaneoes Time and Matenal jobs Vanmm 12/3112OW 150 5 Job Cancelled Bid K01013 cancelled W.O.#174481 151 6 PCH&Daisy,Long Beach Siphon for County Sanitation TL Pavlich Construction,Inc. Tom Pavkch 909/425-86W 10/152000 111120DO i ir"20D0 Rehab appx 294 fl of 33-in VCP Siphon by CIPP Lining 7256 Weaver St,Highland.CA 92346 152 5 San Diego Metro Wastewater-Catarina BI Trunk Swr Ph II Ortiz Corporation John Bnto 61914824288 Bid K01107 10/19/2000 W12001 2/18/2002 Rehab appx 3,250 If of 8-in swr by HDPE Lining P.O.Box 5574.Chula Vista,CA 91912 153 6 City San Francisco-Third St Sewer Improvments Ph III Harty Pipelines Inc 4151%5.6023 CW:34 9n8120D0 311/1001 31312001 Rehab appx 276 if of 1T by CIPP Lining 46B5 19th Ave..San Francisco,CA 94132-3054 154 5 City of San Diego at Florida St,Florida Ct So.Calif.Undefground Contractors Jim Isc mw 6196134-7193 SCU#6W 1i12212000 lIU2001 1/312001 Rehab appx 250 If of 6"by HDPE Lining P.O.Box 1747,Brea.CA 92622-1747 1=sewer,2=storm drain,3--Water.5--HDPE lining.6--CIPP lining.7=CCTV or misc. . Further intotmatwu win be supplied upon request Total 26 projects. Average Contract amt $97,113 TOTAL 20M to date: $2,524,928.90 U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A 2000 PROFILE JOB# CODE PROJECT NAME&LOCATtON OWNER andior GENERAL CONTRACTOR CONTRACT BID START COMPLETE 125 6 City of L A -Chantilly Stradella Atlas Underground Co.for City of L A. H.Lays 909/465.5710 WO E4000277 1nn000 6/12000 7I312000 a x 212'of 30',5'of transition&20'of 4Z'b CIPP P O.Box 951,Chino,CA 91708-0951 126 6 Palos Verdes No.Slope Trunk Sur Sect.2 Rehab L.A.County Sanitation District 5621699-7411 125n000 7/l20D0 8131120DO Rehab appx 853 If of i0'conc pipe swr rehab by CI PP 1955 Workman Mill Road,Whittier.CA 90601 127 5 City of L A.-Emerg Swr Mt Angeles/Elevado&Evadale M.Grbayac Construction for City of Los Angeles 62613551350 SZC11207 1/27/2000 3112OW 3/31/2000 rehab appx 187 If•6&apex 127 If 8"by HDPE Lining 1235 Ramona Rd.,Arcadia,CA 91006 128 5 Coy of San Diego-Slur Grp 473 Arrieta Construction,Inc.,for City of San Diego 2/42000 3112001 3131f2001 rehab apex 272 it o16"sewer main by HDPE Lining 1215 No Marshall Ave.,EI Ca)on,CA 92020 129 5 Holly Hills Colich&Sons for L.A.County 5261458-3118 1/5f2D01 7/3112001 • 900 So.Fremont Ave,Alhambra,CA 91803 Angela George 130 5 L.A.County Public Works-Grape Street Sanitary Sewer L_A County Public Waft 6261458-3118 CC 2016 3020W 5f112001 M112000 Rehab appx 4.5551f of 8-rn by HDPE lining 900 So.Fremont Ave,Alhambra,CA 91803 Angela George 131 5 L A County Public Works-Trancas Zone Sanitary Swrs L A County Public Works Angela George 626/458-3118 CC 2022 3f2812000 511/2001 9f30120W Rehab appx 7.0161f of 8"&269 If of 10'HDPE lining 90D So.Fremont Ave,Alhambra,CA 91603 132 5&6 L A County Public Works-Marina del Rey Sanitary Swrs L.A.County Public Works Angela George 62614.%3118 CC 2020 4142000 11/12000 3/3112001 Rehab 8"&10'by HOPE&2.329 if of 12'&15"w"PP 900 So Fremont Ave.Alhambra,CA 91803 133 5 City of L.A -Emerg Swr Russell Ave. M Grbavac Construcllon for City of Los Angeles 626/355-1350 SZC11182 4/1220DO 9/1520D0 10131f20W rehab appx 461.0 If of 8"sewer by HDPE Lining 200 No.Spnng St,Rm 355,Los Angeles.CA 9W12 213/B47-8565 134 5 City of Los Angeles -Eagle Rock CSRP,Unit 2 VasilHvanko,Inc,for City of Los Angeles 909/599-21145 SZC11129 4/262000 9/1512000 12/31/2000 Rehab appx 684 If of B"swr HDPE lining 200 No Spring St.Rm 355.Los Angeles,CA 90012 2131847- 565 135 5&6 City of Los Angeles -LA EQ RPR U-260 John T.Malloy,Inc for City of Los Angeles 3231780-9941 WO E2002487- 328/2000 811/2000 10/312000 Rehab a 1456'$tn&291%12-in by HDPE lining 200 No.Spring St,Rm 355,Los Angeles.CA 9OD12 213/847-056.5 E2002493 and appx 330 N-18-in&a 397 ff-204n b CIPP 136 5&6 City of San Diego-Accl Sewer Rep!Proj#2 DJF Construction for City San Diego Eddy Wibowo 619M90-3979 K20D43C 52012000 1111f2000 48 2001 Rehab appx 573 If of 6"&736 If of 8"w/HDPE Linin 9485 Aero Dr,San Diego,CA 92123 and 203 If of 18"CPM Drain w/CIPP Lining 137 5 Cdy of San Diego-Sewer Group 661 B So Cal Underground for Coy of San Diego J Jackson 5R02000 3112D01 3/31/2001 Rehab appx 110 If-6'swr pipe by HDPE lining 1010 2nd Ave,Ste 500,San Diego,CA 92121 138 5&6 City of San Diego-Sewer Group 663 Foss Environmental Services Robert Russell 619/233-2903 5202000 11/12000 71312002 Rehab appx 110 tt-6'&351 If--B"swr pipe by HOPE hrung 909 E.Harbor Dr..San Diego,CA 92101 land_Appx 220 If-6'with CIPP Lining 139 5 CSULB Technology Park-for City of Long Beach Sully-Miller Jaime Gonralez 714/57B-9626 JN 20D42C 425/2000 1/6/2001 11312001 Rehab appx 108 If-8'swr pipe by HDPE lining 909 E.Harbor Dr.San Diego,CA 92101 140 7 Hollyhills Drain Unit 5-A - L.A.County DPW So Cal Underground Ge 6191%4-7193 5202oo0 711120DO 9/30/2000 Contractor used pipe-bursting,but paid material&Sup't time 9D9 E Harbor Dr.,San Diego.CA 92101 141 5 City of Los Angeles -LA EQ RPR U-253 Williams Supply for City of LDS Angeles 805/654-13202 E2002378-2381 3114/20DO 6/12000 11/30/2000 Rehab appx 3.202 If of 8-in&703 If-12' swr pipe by HDPE lining 200 No.Spring St.Rm 355,Los Angeles,CA 9DO12 213/847-8565 142 5 City of Mill Valley-2000 Sanitary Sewer Rehab TGH Pipelines Inc. Jerry (415)945-3288 4/152000 10/12000 12/31/2000 Rehab bin,10-in&12-in by HDPE Lining PO Box 38,Larkspur.CA 94977-003B U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A 19" PROFILE JOB# CODE PROJECT NAME&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID START COMPLETE 1999 119 5 Coy of Los Angeles -Hollywood Area Swr Unit 1 Prkacm Co for City of L.A 9491495-4a49 WO SZC1 i i35 11/10/1999 211@OOi 4/30f2O01 Rehab appx 2679'-8"&1717- 'pipe by HDPE Immg 200 No.Spring St.Rm 355.Los Angeles,CA 9W12 213M47-e515 120 5 City of Los Angeles•Lawry Street Emerg Sewer Rpr Clarke Contracting for City of Santa Monica,Ca 3101542-7724 10115/1999 11/1/1999 Rehab appx 154 If of 6-m pipe by HDPE Lining 4646 Manhattan Beach Bf.Lawndale.CA 90260 121 5 San Diego County Wtt Auth•Sewer Group 638 DJF Construction for San Diego County 6191682A100 K20023C 511120M 6 3OR000 Rehab appx 520'-8'&400'-6"pipe by HDPE lining 3211 Filth Avenue,San Diego,CA 92103-5718 122 6 City of Los Angeles-Marquez Right of way Colrch&Sons for City of L.A. 323A70-2920 WO SZS11151 2/1/2000 5f3112000 Rehab ai)px 260 If of 42-m pipe by CIPP Lining 200 No.Spring St.Rm 355.Los Angeles.CA 901112 2131847-8565 • 1233 5 L A.Zoo-Red Apes of the Rainforest Project 4572 S J.Amoroso Const.-Keith Speer 323/9D6-1523 572 1/1/2000 1/31/2000 Rehab appx 280 It of 10'&12'pipe by HDPE Lm:ng 275 E Baker Street,Ste B.Costa Mesa,CA 92626 124 5 City of L.A.Emerg Swr Rpr-Pacific Paltsades M.Gttiavac ConstruC.ron for Cr1y of Los Angeles 6261355-1350 WO SZSi 1207 12/23/1999 12/2411999 12/31119% Rehab appx 1387-6'pipe by HDPE lining 20O No Spring St,Rm 355.Los Angeles,CA 90012 2131847$565 1=sewt2r,2=storm drain,3=Water.S=HDPE lining,6=CIPP lining.7=CCTV or misc Further information will be supplied upon request Total 41 projects. Average Contract and: $144,276.93 TOTAL 19"to daft: S5,915.354.02 • U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862 A 1999 PROFILE JOB# CODE PROJECT NAME&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID START COMPLETE 19" 101 6 City of Manhattan Beach-Swr Reconstruction Prot Colloh&Sans for City of Manhattan Beach 1998-1999 1/31120M Rehab 1,005 LF ofti&8'sewer pipe by CIPP lining 547 W 140th St.Gardena,CA 90248 Ted Polich 3231770.2920 102 5 City of Hermosa Beach-Swer Rehab on PCH/Gould City of Hermosa Beach 5/312000 Rehab 400 R of 6'sewer pipe by HOPE lining 1315 Valley Drive,Hermosa Beach,CA 90254 310/318-0239 103 6 City of Ti uana,Mexico-Suluciones Sutterraneas J&R Fernandes Carlos Torres 011-526-649.9794 103-1 1/312000 Rehab a 88VA r&379-12'sewer by CIPP lining 245 No.Mountain View Ave,Pomona,CA 91767 909/629-7279 104 5 Crty of Los Angeles -Mercury Ave Swr Rehab G Grbavac Construction for L A Public Works 626/442-2356 W.0 E2000951 8/17/1999 4/15/1901 5r312000 Rehab 2.060 If of 6'and 8'sewer pipe by HDPE lining 200 No Spring St,Rm 355,Los Angeles.CA 9W12 2131647-8565 105 5 City of Los Angeles -LA EO RPR U-235 G.Grbavac Construction for L A.Public Works 6261442-2356 7/13/1999 1111119N 1/312000 Rehab appx 1.750 II or 15'sower pipe by HDPE lining 200 No Spring St,Rm 355.Los Angeles,CA 90012 2131847.8565 106 5 Elsinore Valley Muni Wtr Dist.-Canyon Lake Relining DenBoer Engrg&Const for EVMWD 760327-2200 7/13/1995 11115119% 1 213 111 999 Rehab appx 161'.6'&1226.8'swr pipe/HDPE lining 68-175 Berros Court.Cathedral City.CA 92234 107 5 City of Los Angeles -LA EQ RPR UI-245 G.Grbavac Construction for L A.Public Works 6261442-2356 W.0 E2002301 811711999 9/15119M 10/31/1999 Rehab 918 6 It of Sin swr pipe by HDPE lining 200 No.Spring St.Rm 355,Los Angeles.CA 9W12 213/847-&%5 to E2002305 108 5 City of Los Angeles -Eagle Rock Area M.Grbavac Construction for City of Los Angeles 626655-1350 WO SZC11133 8/12000 10/312000 Rehab 3,371.0 if- 8', 10"&12'pipe by HDPE lining 200 No Spring St,Rm 355.Las Angeles,CA 90012 2131 47-8565 109 5 City of San Diego-Sewer Group 615 Cal-Southwest for City of San Orego John Brito 619FPW9293 Swr Grp 615 9/152000 10/312000 Rehab appx 1.091 tf-8'swr pipe by HDPE lining 8996 Miramar Rd,9210,San Diego,CA 92126 110 5 City of Los Angeles -LA EQ RPR U-255&U-263 M.Grbavac Construction for City of Los Angeles 626/355-1350 E2002424 to 8/1/2000 8/312000 Rehab 729:8'&336,12"swr pipe by HOPE lining 200 No Spring St,Rm 355.Los Angeles,CA 90012 213f847.8565 E2002435 111 5 City of Los Angeles -LA EQ RPR LJ-231 Williams Supply for City of Las Angeles 805I654.8202 E2002168 1/62000 1(312000 Rehab appx 201 If of 8-in swr pipe by HDPE lining 200 No Spring St.Rm 355,Los Angeles.CA 90012 2131847.8565 112 5 City of Los Angeles -Eagle Rock CSRP,Unit 3 Williams Supply for City of Los Angeles 8051654-0202 WO SZC11130 2112000 4/3012000 . Rehab 356-157497%12"11149-8'swr HDPE lining 200 No.Spring St,Rm 355.Los Angeles,CA 90012 2131847-8565 113 5 So.Inglewood-Orange Ave.Trunk Swr Extension No.2 L A County Sanitation District. No 5 5621699-7411 Ext#2 1/5/2000 31312000 Rehab appx 2,420'-10Y258'-8'swr pipe HOPE lining 19M Workman Mill Road,Whittier,CA 114 5 City of Los Angeles -LA EQ RPR U-247 Vasilj-tvanko,Inc.for City of Los Angeles 909/599-2845 11/1511999 12/3111999 Rehab appx 1,060 If of 8-in swr pipe by HOPE lining 200 No Spring St.Rm 355,Los Angeles,CA 90012 213/847.8565 115 5 Chalon Road Storm Drain Repair Colich&Sons for City of L A 323f770-2920 1211/1999 12/3111999 Rehab appx 74 If of 12-in swr pipe by HOPE lining 200 No Spring St,Rm 355,Los Angeles.CA 9M12 2131847.8565 116 6 City of El Cajon-Petree St&Pierce St.Easement Bert W.Salas Inc 6191502-7711 12/111999 V312000 Rehab appx 16Y of 38'&155'of 71'x 47'by CIPP kning 10748 Keith SI,Santee,CA 92071 117 5 City of Los Angeles -LA EQ RPR U-240 Prkacin Co for City of L A 1. 949/495.4849 EQ Rpr 11240 31152000 4130R000 Rehab appx 15W If of 8-m swr pipe by HOPE lining 200 No Spring St.Rm 355.Los Angeles,CA 90012 2131847-8565 118 5 City of Los Angeles -LA EQ RPR U-216 Prkacr:i Co.for City of L A. 949/495-4849 E2002064 to 11/9/1999 111if2]00 1✓312001 Rehab appx 3W7-8-rn by HDPE lining&add 1.244 8' 2W No.Spring St,Rm 355.Los Angeles,CA 90012 213/847-8565 E2002074 U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A 1999 PROF11r- JDB# CODE PROJECT NAME&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID START COMPLETE 1999 84 5.6 L A.Earthquake Repair SWRS U-221 M Grbavac Construction for City of Los Angeles 626/355-1350 7/31119W City of Los Angeles 200 No.Sprig St,Rm 355,Los Angeles,CA 9W12 21W7$5M 85 5.6 Basin III Seer Lining Project,no 7545 City of Redondo Beach Steve Huang 310/3184)661 #7545 6W1999 City of Redondo Beach 415 Diamond Street,Redondo Beach.CA 90277 86 6 5.456 it.15'and 216 It-i8"CIPP Lining Cal-Southwest for City of San Diego Jihad Sleiman 174911 12/31/1999 Chollas Valley_Trunk Sewer Ph.l. San DiMo 1010 2nd St Ste 500.San Diego.CA 92121 619/533-5154 87 6 3.510 If-12'and 2.574-18"CIPP Clarke Contracting for City of Santa Monica.Ca 3101542-7 7 24 Proj.7&7A 12f3111999 R r E uake Damaged San' Sewer,Santa Monica 4646 Manhattan Beach IN.Laiwndale,CA 9M60 88 5 City 01 L.A.EQ U-198 W.O.#E2001957-1959,2047 Tomovich Construction for City of Los Angeles 626/443-3627 E2001957-1959 7/=1999 Mid-City area of Los Angeles P99-025 200 No Spring St,Rm 355,Los Angeles,CA 90012 213I847-8565 2047 89 5.6 1 1@82 it-8'1318 If-12.1650 6.15-CIPP 112.028 If 8'HDPE City of Chino Nabif Kasvh 9091627-4577 x-366 E99.79 7/=1999 City of Chino Sewer Im i-m ements FY 1998-1999 13220 Central Ave.Chino.CA 91710 90 5 City of Buena Park City of Buena Park Chris Ludlum 714156"2-3500 PO#100012 7rJ0/1999 Lining of Emstmg Sort Mains 1998-19%varwus 6650 Bracts Blvd,Buena Parr CA 9013QD 91 5 L A.County Public Worts-91st St.Sanitary Sewers L.A County Public Works 6261458-3118 12WI999 Rehab appx 13.645-8-in/2,500'-15-in HDPE lining 900 So Fremont Ave,Alhambra.CA 91803 92 5 City of Los Angeles L A EQ-228 TamWch Construction for City of Los Angeles 626/443-3627 E2002148 to 2128R000 Rehab appx 4,5W If of 8"&10'HDPE lining 200 No.Spring St,Rm 355,Los Angeles,CA 90012 213/847-8565 E2002154 93 5 City of L.A.-Slauson Ave&Hillcrest Dr. Tomovich Construction for City of Los Angeles 6261443-3627 E2000952 9/30/1999 Rehab 490 If-10-in by HDPE lining 200 No Spring St,Rm 355,Los Angeles.CA 9DD12 213/847.8565 94 5 City of San Clemente City of San Clemente Gary Voborsky 949/498-2533 19503 8/31/1999 Boys and Girls Club Sewer Rehab 910 Calle Negocio,San Clemente,CA 92673 95 5 Cray of Los Angeles Bridle Trail Sewer Rehab City of Los Angeles C.Bernard Ga!pin/Krran Vasa 2131847-08W E2000199 12/31/1999 Rehab appa 3.871 If-8-in by HDPE lining 433 So Spring St,Ste 6W.Los Angeles,CA 90013 95 5 City of Los Angeles -NOS Vanowen St Swr Rehab City at Los Angeles C Bernard GalprrdKiran Vasa 213W7-8850 E2001544 5/312000 Rehab appx 4.629 9-15-in by HDPE Iming 433 So.Spring St,Ste.6DD,Los Angeles-CA 9W13 97 5 City of Los Angeles I Broadway Sewer Rehab,Ph 1 Valley Crest Landscape Contractors for City L A. 8181834.1000 E6000514 3f31/2000 Rehab appx 1.257 If-12'&5081-10'HOPE lining 200 No Spring St.Rm 355.Los Angeles.CA 90012 213/847-8%5 &E2002411 98 6 City of RialtoCity of Rialto Bruce Cluff 9MB20-2530 Proj#555 8/3012000 Rehab appx 7.587 If of Er sewer mains by CIPP lining 150 So.Palm Ave.,Rialto,CA 92376 PO#2000-0323 99 5 City of San Diego-Sewer Group 641 BRH-Garver Inc for City of San Diego K99230C 12/31/2000 Rehab 5W 11 of 9'sewer pipe by HDPE lining 100 5 City or San Chego-Group 634 Swr Main Replacement Cal-Southwest for City of San Diego John Will) 619/586-9293 K99242C 1 2/3 111 999 Rehab 1,1161f of fi and 8'sewer pipe by HDPE lining 89%Miramar Rd-#210,San Diego,CA 92126 U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A 19" PROFILE J0B# CODE PROJECT NAME&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID START COMPLETE 1998 69 5 Engle&Co Metal Processors.Las Angeles Plant Engle&Cc Metal Processors Paul Segal 2 1 3 68 9-81 1 1 verbal 4/1/1998 4/22/1998 4123/1996 Rehab appx 205 N of 8'w/HDPE Lining 8440 So Alameda Street,Los Angeles,CA MW1 70 6 Vandenburg 1kFB.Vandenburg,CA Colich&Sorts Tor USAF,Sgt McLaughlin 805f73"232 45S437 #F04684-913- BMI998 7161199B 1/1511999 Rehab a x 14.000 If of 8'to 15'CIPP 547 W 140th Street.Gardena,CA 90248 C0009 71 5 Hon Industries,Los Angeles Plant Hon Industries S Lesnit 3191262-7565 verbal 4IM1998 5/18/1998 522/199B Rehab aPpx 405 If of 8"with HDPE Lining 505 Ford Ave.,Muscatine.to 52761 72 7 Vrctorville Prisons Bali Construction for Victorville Prisons 818/442-8003 PO 97018 444 5r"1998 931/1998 CCTV appx 1,599 2 sewer line P.O.Box 3095.So.El Monte,CA 91733 73 5.6 1 San Deno Group 529 Rehab appx 282 If of 30'w1CIPP Dietrich Corp.for City of San Diego Ed Shoemaker 6191447-0800 Grp 529 825/1998 528/1999 and rehab appx 231 S of 6'&1.337.7 of 10"w/HDPE 1243 Greenfield Drive.Suite H.EI Cajon.CA 92021 74 C&S-Beacon St/Manchester cancelled 75 Orean Trails cancelled 76 J&C Underground-misc cancelled 77 5 Crty of Burbank.Ph II Williams Supply for City of Burbank 805/654-8202 7/31/2000 Earthquake Repair -Damaged Sewers,Bid 993 2368 Eastman Ave,Ste 2,Ventura,CA 93003 78 5,6 City of National City Storm Drain Rehab City of National City 619/336-4200 Spec 98-3 7r"19W Rehab 1243 National City Blvd.National City,CA 91950 79 6 704 N-18'and 282 N-24"CIPP City of San Clemente Ben Parker 9491498-2533 1/31/1999 Storm Drain Rehab Proj.San Clemente,CA 910 Calle Negocio,San Clemente,CA 92673 BO 6 270 If of 18'CIPP Harty Pipelines.Inc.for City of San Francisco 8131/1998 211119% M611999 PinelDelancy St #CW-121,San Francisco,CA 4085 19th Ave.San Francisco.CA 94132 81 5 Whitley Terrace G Grbav-ac Construction for L A.Public Works 626/442-2356 P98-113 228/1999 City of Los Angeles 200 No.Spring St,Rm 355,Los Angeles,CA 90012 2131847-565 82 5 City of Burbank.Ph ill.Bid no 1001 Williams Supply for Crty of Burbank 805/654-8202 11311200D Rehab appx 47,035 If of 8-in HDPE lining 2368 Easbnan Ave,Sle 2,Ventura,CA 93003 83 5 City of Oaldand 3,136 N-8'HDPE Lining DArcy&Harty Construction,Inc for City of Oakland 415/822-5200 C-70810 10/3111999 #C70810 Shepherd Cyn/Snake/Saront/Robles 1300 Carroll Avenue.San Francisco.CA 94124 1=sewer,2=storm drain.3=Water,5--HDPE lining,6---CIPP Iinrng.7=CCTV or misc. Total 12 projects. Average Contract arid: $406.290.55 TOTAL 1999: 84,875AS7.70 U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862 A 1997 PROFILE JOB# CODE PROJECT NAME&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID START COMPLETE 1997 52 Seaside&Linden,Long Beach City of Long Beach- Water Dept. #703000 8/31/1997 Repair Stone Drain 1800 E.Wardlow,Long Beach-Ca. 53 2,5 Wilmington U13&U14 Sewer Rehab. City of Los Angeles 213/847-6327 C-95505 4r31111998 Wilmington U16A Concrete Sewer Replacment 200 No Spring St.Rm 355,Los Angeles,CA 90012 2131847$565 54 3.5 City of San Diego Sewer and Water Group Job 618 City of San Diego Saeed Askari 619/627-3263 WO 0172301& 9/111997 4r3011998 Rehab appx 4,930 7 of 6,&516 0 at 8"w/HDPE Lining 1010 Second Ave 95W.San Diego.CA 92101 181941 55 1.5 Sewer Rehabilitation City of Compton A Nawara 31o/605-5507 SEW/C97-004 1OGi011997 4836 LF 8"and 6"HDPE pipe I:nrng 205 South Willowbrook Ave,Compton.CA 90220. 56 5 Rancho Santa Susam Conumm l Park Sewer Improv City of Simi Valley John Behtaa 8051583-6404 PO#36079 BMI997 Rehab appx 1,939If of 8"with HOPE Lining 2929 Tapo Canyon Road,Simi Valley 93063 REQ 921765 57 1,5 North Harbw Unit 1 Sewer Rehapilitation City of Los Angeles 2 1 3184 7-6327 #C-956W 92W997 4MI998 Rehab appx 3.718'of f'&634'of 8"w/HPPE lining 600 S Spring St.,Los Angeles W.O E20008M 58 5 City of San Diego Serer Group 645 City of San Diego - Mahmoud Oriqat 619/624.3262 W.O#173101 9115/1997 3r3011999 Rehab appx 3,718 H of 8"&appx 8W If of B"w/HDPE Lining 9485 Aero Drive,San Diego,CA 92123 59 5 Casuda Canyon Drive&Corporate Center Dr.Sewer Rehab City of Monterey Park 818r307-1346 Req 42-PU 10/31/1997 Rehab appx 186 9 of 8-in w/HDP9 Lining 320 W.Newmark Avenue,Monterey Park,CA 91754 60 5 L.A.Earthquake EO U-206,Souitr L.A. Colich&Sons for City of L.A. 213/770-2920 U-205 2/1/1998 4r"19% Rehab appx 4.478 If of 8". 1.534 tf of 10"&133 If of 12"w/HDPE 200 No Spring St.Rm 355,Los Angeles,CA 90012 213847- 565 61 5 San Diego Group 622 Ortiz Corporation for the Crty of San Diego 61914824288 Bid#K,98051 411/19% 7r30/1998 Rehab appx 786 If of 6-in w/HDPP Lining P.O Box 5574.Chula Vista,CA 91912 WO 172311 62 5 Whittier Boulevard,et al Sanitary Server County o1 L A,Public Works Daniel Heald 626/4583122 Cash 41955 1/1/1998 1r3011998 Cash Contract no 1955 P O Box 146D,Alhambra.CA 91802-1450 63 5 job cancelled catvceiied • 64 5 L.A Earthquake Repair U-215 Colich&Sons for City of L.A 2131770-2920 U-215 126/1998 5r3011998 West L.A -La Crenega 200 No.Spring St.Rm 355,Los Angeles,CA 9W12 2131847.8565 65 5 L A.Earthquake Repair U-222.Sherman Oaks Tomovich&Assoc for the City of L.A D P W 626/443-3627 U-222 2/15/1998 4/10119% 5/30/1998 Rehab appx 701 If of 8"&appx 340 If of 12"w1HDPE Lining 200 No Spring SI,Rm 355.Los Angeles,CA 9W12 2131847-8565 66 5 L.A.Earthquake Repair U-217.North L.A -Arleta Rondeau/Phelps JV for the City of L.A D.P W. 51LV577-6740 E2002076.80 2/15/1998 4110/1998 BMI998 Rehab appx 3.917 If of 8"&appx 1,3081f of 10"w/HDPE Lining 20D No Spring St,Rm 3%.Los Angeles,CA 90012 2131847-8565 5598001 67 5 L A.Earthquake Repair U-214,Les Felrz Area Williams Supply tar City of L.A.D P W 805/654-8202 E20020S3.60 3111199E 05/101968 6115/199B Rehab appx 588 If of B"&307 If of 10'w1HDPE Lining 200 No Spring St.Rm 355,Los Angeles,CA 90D12 2131647$565 68 5 L A Earthquake Repair U-195.Sunset&Western Williams Supply for the City of L.A.D.P.W 8051654-8202 E-2001938-42 2/15/1998 5/19/1998 7r3fy1998 Rehab appx 1.252 If of 8"&appx 359 If or 10'w/HDPE Lining 200 No.Spring St Rm 355.Los Angeles,CA 9W12 213/847-8565 Toed 16 projects, Average Contract amt: $278,724.25 TOTAL 1997: 54A59,588.00 is-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862 A 1996 PROFILE JOB# CODE PROJECT NAME&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID START COMPLETE 1996 42 5 Sewer Group 76 Suncoast Pipeline Inc (Tor City of San Diego) 01045-2 4r3011997 San Diego 6643 Convoy St.San Diego,Ca 6191495-0580 44 5 1995 Long Beach Rehabilitation City of Lang Beach-Water Dept OND-2075 9MI996 IBM E Wardlow,Long Beach,Ca. 45 5 Phase V Sanitary Sewer Rehabilitation City of Palo Alto - S:Mia Santos 437763 11r301997 250 Ham:tton Ave,Palo Alto,CA 94303 Palo Alto,Ca-94303 415/329.2471 46 5 Palos Verdes Colich&Sons(for City of Palos Verdes) • Emergency Repair 547 W.140th Street Gardena,Ca 90248 2131770-2920 47 5 Eagle Rock Sewer Rehabilitation CAy of Los Angeles 213iB47 6327 200 No Spnng St,Rm 355,Los Angeles-CA 9W12 213/847-8565 48 5 1995.96 Sewer Main Replacement Andes Construction(for Redwood City) Dan Mayorga 11r30/1996 Redwood City 5305 E.12th St.Oakland,Ca 94601 5101536-7832 6'sewer in backyard easements 49 5 Sewer Group 72 City of San Diego -Saeed Ask ad 619J627-3263 5131/1997 G&B'sewer Imes in canyons 9485 Aero Dmre,San Diego,CA 92123 50 5 Sewer Group 80 City of San Diego -Saeed Ashad 9287256 5131/1997 6 8 8"sewer lines in canyons 9485 Aero Dr.,San Diego,CA 92123 519M27-3263 51 5 Swain Land Andes Construction(tor City of Oakland) #C61210 3/31/1997 Oakland 5305 E. 12th St.,Oakland,Ca.94501 Dan Mayorga 510I53&7832 Total 9 projects. Average Corrtract anirt: f643,813U. TOTAL 1996: $5,794,923.DO U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A 1995 PROFILE JOB r1 CODE PROJECT NAME&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID START COMPLETE 1995 25 5 Goodrich Blvd Sanitary Sewers County of Los Angeles #CM30170 1/31/1995 ACOP No 29 Commerce 900 S Fremont,Alhambra,CA 26 5 Broadway Sewer Replacement Protect City of Los Angeles 2131847-6327 &C•91165 93rd&Colden 200 No.Spring St,Rm 355,Los Angeles,CA 90012 2131847- 565 27 5 Sanitary Sewer Rehab. 1994 Bayshore Sanitary District 228/1995 San Mateo 36 Industrial Way,Brisbane,CA 94005 26 5 Sewer Retrab.C52230&5�240 Andes Construction(for City of Oatdand) 91"1996 Oakland 5305 E.12th Street,Oakland,a.94601 30 5 1994 Water&Sewer Main[Repfacemerrt/Rehab Lash Construction,Inc.(for City of Santa Barbara) 995-01 11/30/1995 City of Santa Barbara Public Works 721 Carpentena St., Santa Barbara 31 5 Coated Steel Tank Continental Maritime of San Diego 12/3111994 1995 Bay Front,San Diego, CA 92113 33 5 MTD Un6 1 Los Angeles Engineering East Compton Creek Huntington Beach 4134 Temple City Btvd,Rosemead,CA 91770 34 5 Emergency repair City of Long Beach -Water Dept. 1800 Wardlow Rd., Long Beach 35 5 Emergency Sewer Repair City o1 San Gabriel PO 5476 3/31/1995 San Gabriel 532 W.Mission Dr,,San Gabriel,Ca. 36 5 Request Street Manhole Rehab Valley Sanitary District 6191347-9979 N018-95 Indio 45-500 Van Buren.Indio,Ca 92201 37 5 San dose Rehabilitation 4th Street Sari- M&G Conslruction(for City of San dose) 12/31/19% tary Seder 3 Heather Way,Larkspur,CA 94939 38 5 Emergency sewer repair City of Lang Beach -Water Dept. PO#67014-95 5r3111995 • 16W Wardlow Rd, Long Beach 39 5 Altawood Drain County of Los Angeles Kelli Smith 5/31/1995 Attadena 900 So.Fremont,Alhambra,Ca 40 5 Project C52230 Andes Construction(for City of Oakland) 1/3111996 Oakland 5305 E 12th Street,Oakland,Ca.94602 41 5 Phase IV Sardary Sewer RM%abi"ation City of Palo Alto SC5074899 8/31119% 250 Hamilton Ave.,Palo Alto,Ca.94303 Total 15 projects. Average Contract amit$767.678 TOTAL 1995: $2.515.170.00 U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A 1994 PROFILE JOB# CODE PROJECT NAME&LOCATION OWNER andfor GENERAL CONTRACTOR CONTRACT HID START COMPLETE 1994 12 City of San Diego-Public Works #42703 Lakeside&Spring Valley Bldg 2-5555 Overland Ave San Diego,Ca 92123 14 5 Concrete Sewer Rehabilitation Crry of Long Beach •Water Dept WD-20O1) 22811995 WD 23-94 18W Wardlow Rd, Long Beach 15 5 Sewer Group 492 City of San Diego 50111995 City of San Diego 1010 Second Ave #500 San Diego.Ca.92101 16 5 Sewer Group 99 El Cajon Grading (for the City of San Diego) #6W1 • City of San Diego P.O Box 967,Lakeside,Ca.92040 6191B61-9840 17 5 Watershed 22 Trunk Upgrade Mountain Cascade,Inc (for Central Contra Costa Sandary Dist.) Los Arabis Dr.,LaFayette 555 Exchange Court Livermore,Ca 94550 5101373-8370 18 5 8"sewer lining for County of Los Milan Grbavac Const Co_,Inc.. 7/3111994 Angeles Public Works Projeal P O Boor 660219,Arcadia,Ca.91106 19 5 Sewer Main Relining SP1383 Colich&Sons(for City of Santa Monica) 10f31/1995 Santa Monica 547 W. 140th Street,Gardena,Ca. 90248 213f770-2920 20 5 Emergency Repair 5 sump line City of Long Beach •Water Dept. 10r3111995 1800 Wardlow Rd, Long Beach 21 5 Project P:096 Cox Construction(for Naval Air Station) #941631-1 ar31119% Naval Air Station-San Diego 3170 Scott St.,Vista.Ca.920B3 619l727-902D 22 5 Group 72A City of San Diego 1Dr3111995 . Mission Hills 1010 Second Ave #500 San Diego,Ca.92101 23 5 Casita Way Sewer Rehabilitation J F Pacific Liners(for City of Sacramento) 11MI994 Sacramento 70 Union Way,Vacavr[le,Ca.95687 Line 13 manholes 24 5 #E26t1D397 Clyde Ave.Sewer Rehab. Mire Pilich&Sons(for City of Los Angeles) 12131/1995 Geer Ave &Homeside 200 No.Spring St,Rm 355,Los Angeles.CA 9D012 2131a47-&%5 Total 12 projects. Average contract amt 196,355. TOTAL 19M $2,356.260.00 U-Liner West and National Liner West divisions of Southwest Pipeline and Trenchless Corp., License No. 773862-A Modified Standard Form 254 1993 PROFILE JOB# CODE PROJECT NAME&LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID START COMPLETE 1993 1 5 Vermont Ave. Sanitary S +rcr Colich&Sons(for County of Los Angeles) 411/1993 1QW1993 Phase II Los Angeles 200 No Spring St,Rm 355,Los Angeles,CA 90012 2131847-8565 2131770-2920 2 5 Atwater District Mainline Sewer Coitch&Sons(far City of Los Angeles) Sfi11993 W3111993 200 No Spring St,Rm 355.Las Angeles.CA 90012 2131847-8565 213✓i 70-2920 3 5 Sewer Rehab.&Repair National City 5/1/1993 10131/1993 Ptol.93-10 CIP 2013 1243 National City Blvd. . National City.Ga. 4 5 Line 8'pipe F&A Dairy of Call.Inc. Private 12/3111993 691 Inyo Street(P.O Box 578) Newman,Ca.95BW 5 5 Rehab 6'sewer line Bakersfield Public Works Dept. 12/31/1993 Westchester Area 1501 Truxton Ave. Bakersfield,Ca 93301 805/326.3724 6 5 Second Street Bridge City of Long Beach -Water Dept WD-1961 12/31/1993 Sewer Faroe Main Rehabilitation 18M Wardlow Rd. Long Beach.Ca. 7 5 East 16th Street Water Main Improve. Mesa Consolidated Water District MC 1324 12/3111993 Costa Mesa 1965 Placentia Ave Calla Mesa.Ca 92628 8 5 High School Sewer Line Rehab. City of Grass Valley #93-24 125 E Main Street,Grass Valley,CA 95945 9 5 WoH Creek Sewer Rehab.#9 City of Grass Valley #93-38 125 E.Main Street Grass Valley,Ca.95945 11 5 Sewer Rehabilitation Tierra Construction(for City of Santa Barbara) #6111 Santa Barbara P O Box 1719 Goleta Ca 93116 Total 11 projects: Average contract amt-. S136,781 TOTAL 1993 $1,504.589.50 EM Pipeline Systems March 11, 1999 To Whom It May Concern: This is to certify that CSR Pipeline SystemslPipe Liners, Inc.,the owner of the U-Liner'pipe rehabilitation system, has licensed U-Liner West, Inc. as the exclusive installer of U-Liner for the state of California. U-Liner West, Inc. has fulfilled all of the necessary training and requirements and is fiirther certified to be proficient in the installation of U-Liner. Sincerely, . Richard L. Jakovac Vice President Sales and Marketing RLJ:mch 16701 Greenspoint Park Drive,Suite 350,P.O.Box 60297,Houstonjexas 77205-0297 Business:(281) 872-3500,Par:(281) 423-2483 Website:w-nvcsrpipesystems.com www.csrpo,ypipe.com CITY OF LOS ANGELES BOARD OF PUBLIC WORKS CAL:FORNIA • FART'.1E.V7CF MEMBERS EL!EN STEIN ;i REAJ CF Pi.EsDEN. ` , ,. ENGINEERING VALER'c:vNNE '-A'W F yrC"c-?FEsiCc'h' : THC,'AS K .'.NNER ."AF-NEZ =:�'=`GI`cER PP.ESi�=..PRC•.-!.I A, TC0 A 6l;R.tiE77 NDED % 850 SCL7-SP=N1 G 37.S:3!-E _ - r„�,F 3E_MAP'N R'CHARp D J. RIORAN ��'''�� LCS AtiG__s`3.--A 9GG }; - 31 MAYOR � ('7 E Gl jAkl-5 A G'BaG: '! 5 E=FTA.;W A PPRovE ru January 7 , 1999 JAIN 1999 Chris scarract U-:miner .- est P_C.: JOB 22: J. 'T'.-:ird Street, Suite E Long Beach, CA 90802 --�_ Dear :•ir. Scarratt : Re: U-Liner Sewer Chemical Resistance Tests W.O. BDO01460 This su_::.-r.arizes SSPWC 210-2 . 3 . 3 tests performed by our General Ser":ices Te=_-irg Laboratory. we are attaching Lab Report -o. 99--314-38, dated December 15, 1998, for your use. The "U-Liner" pipe material using zne No•racor =HD-2007-H resin performed well and has qualified for use in Ci=y of Los ..nge?es sewers on a trial basis . The trial demonstracion cericd will end once the installed product is shown to routinely achie •e _-e properties of the test coupons . 1) ',:deight change: Passed. 2) Re_encion of Hardness : Passed. 3 ) Recencion of Tensile Strength: -massed. 4 ) ze:ention of Elongation.: Marginal, some reaction to 5% a=_—n_ u1 hydroxide and 1% bleach. If you '-ave any questions, please con--act Hugh Lee at (213) 847-89;7 . C4 THO S K. CONNER Ci E giTr by Cl W. -obins, Engi e�_ Dgn Structural a Geotechnical Engineering TF.C.,T':Ru ne 12 . any Attachme*:ts (Lab No. 99-514-38) CC : K. Ning, General Services - M/S 340 wiout attach. W. Shioji, CSED - M/S 538 w/out attach. ADDRESS !L.L CCMMUN:CAT'ti♦S rHE CiTl' ENGINEER rr AN EQUAL EMPLOYMENT OPPORTUNITY — AFFIRMATIVE ACTION EMPLOYER - C t,.)� U =LINERO U-Liner Structural Calculations VERSION 2.2 5/1/2000 Date : 4/21/2003 Designer. Wa ne Lon U-Liner ID No. Project: Misc Sewer Lining Project Phase ll CC1202 Location: Huntington Beach, CA U-Liner Licensee: U-Liner West Design Alternate: U--Liner Existing Pipe, Site, and Liner Design Information Pipe Diameter= 8 Inches Burial Depth= 12 feet Groundwater Depth= 5.0 feet Above Pipe Invert Unit Soil Weight= 120 pcf E=(Long Term Modulus) 30,000 psi Es SOIL MODULUS= 1000 psi {Es ranges from 700 psi to 2000 psi} Pipeline Ovality= 2.00 % {Enter anticipated ovality of the existing pipe} LL lEnter 1. 2 or 3Z 1 Live Load-AASHTO HS-20(1);RR(2);Airport(3) U-Liner Design Summary Selected U-Liner DR for Installation 26 [Nominal} U-Liner Wall Thickness 0.308 inches (Nominal) Minimum Wall thickness for Buckling 0.121 Inches Is DR greater than Minimum DR based on Buckling 66.34 26.0 OK Calculated Estimated Liner Deflection 0.577 % Minimum vs. Actual Wall Area 0.018 0.308 Calculated Wall Strain 1.07 % Hydraulic: Efficiency{ %) 102.78 % Page 1 4/21/2003 U-Liner Design 4/21/2003 Live Load 0 Live Load=AASHTO HS-20(1);RR(2);Airport(3) 0.00 PSI Dead Load=Marston Earth Load 2.12 PSI Hydrostatic Load=(62.4*Groundwater)1 144= 2.17 PSI Total Load=Earth Load+Hydrostatic Load+Live Load 4.28 PSI (qt) The CRITICAL BUCKLING STRESS= N ( Safety Factor ) = 2 1 8.57 PSI Deflection Calculation The deflection of the liner will be calculated using the Modified Spangler Equation. Where: DI=Deflection Lag Factor (1.00) K=Bedding Constant (0.10) Deflection(Y)= ATV*DI*K*W W=Marston Load {lbs./in.) r 2E } E=Long Term Modulus (psi) it fl+0.061Es Es=Soil Modulus (700 to 2000 psi see sht. 1) DR=Dimension Ratio ATV=Pipe to Soil Stiffness correction PipeSti,ffness _ EI — SPS SoilStiffness r3E S I t 3 SPS= 0.001419 =— 12 = Diameter— t r 2 A TV Value= 1.698 Is found from the ATV Y= 0.05 Inches table based upon the SPS YID = 0.58 % Minimum Thickness based on Bucklin Ova IIty Factor= 0.79 (C) Water Bouyancy Factor- 0.86 (Rw) Empirical Coefficient of Elastic Support = 0.35 (B} Note: The Ovality Factor A = YID % + Existin Pipe Ovalit % ' A 3 1 o►�alky= too Z RW = 1 -0.33 Hw B 1+4e-0.065(A) C`+ too) H Wall thickness t= 0.121 inches t=0.721 of (N*gt)Z 3 LC*E,.Rµ..B'*Es Minimum DR-!-: 66.34 Is DR greater than 26.0 OK 412112003 Page 2 4/21/2003 Minimum Wall Area Based on Compressive Stress AREA(n2 = (SF)(1.5DEADLOAD+1.67LIiVELOAD) in 0.9*2*HDB {HDB Design Value=1600 psi) {Safety Factor-2) Area= 0.018 In.�lin. Bending Strain Calculation The calculation for ring bending strain is an important calculation for the long term performance of the designed pipe liner.The allowable long term strain serves as a control for the allowable deflection.The current AASHTO Design for flexible pipe sets a design limit on bending strain to 5%. 1 Q Where: D f = ShapeFactor 10 STRAIN = Df — t = Thickness(in.) 0.308 D D A = De/7ection(in.) 0.206 Dm = Mean Diameter(in. 7.692 Strain = 1.0720 If Strain <5.0% then chosen thickness Is OK Hydraulic Capacity Calculation The Hydraulic capacity calculation is a comparison of the existing sewer capacity with the new line capacity considering the different Manning values and the smaller lined pipe diameter. Full flow condition assumed. Manning Coefficient for the existing line= 0.014 Manning Coefficient for the new line= 0.011 Pipe Slope- 0.02 ft/ft Assumed 0.02 ft./ft.If not given R1 =Hydraulic Radius= 0.167 1.4$6 A*R S 2 3 R2=Hydraulic Radius= 0.154 n Al =Area(existing)= 0.349 A2=Area(Lined)= 0.297 Q(existing)= 1.577 cfs Q(Lined)= 1.621 cfs Flow capacity Increase= 2.78 % 4 Z Na C i8 m These calculations have been prepared using accepted EXP. 06 engineering principles for the design of underground piping systems. They are based on the information from the project 0s�C1V11. plans and specifications.Review and approval Is the responsibility '�J►' 'FOF of the design engineer. ¢ 21 a3 Page 3 4/21/2003 F • _ t�f U-Liner Structural Calculations VERSION 2.2 5/1/2000 Date: 4/21/2003 Designer. Wa ne Lon U-Liner ID No. Project., Misc Sewer Lining Project Phase II CC1202 Location: Huntington Beach, CA U-Liner Licensee: U-Liner West Design Alternate: U-Liner Existing Pie Site and Liner Design Information Pipe Diameter 10 inches Burial Depth= 13 feet Groundwater Depth= 5.0 feet Above Pipe Invert Unit Soil Weight= 120 pcf E=(Long Term Modulus) 30,000 psi Es SOIL MODULUS 1000 psi (Es ranges from 700 psi to 2000 psi} Pipeline Ovality= 2.00 % {Enter anticipated ovality of the existing pipe} LL(Enter 1. 2 or 3) 1 Live Load=AASHTO HS-20(1); RR(2);Airport(3) U-Liner Design Summary Selected U-Liner DR for Installation 26 {Nominal} U-Liner Wall Thickness 0.385 inches {Nominal} Minimum Wall thickness for Buckling 0.160 inches Is DR greater than Minimum DR based on Buckling 62.43 26.0 OK Calculated Estimated Liner Deflection 0.715 % Minimum vs. Actual Wall Area 0.027 0.385 Calculated Wall Strain 1.13 % Hydraulic Efficiency( %) 102.78 % Page 1 4/21/2003 U-Liner DesiCln 412112003 Live Load 0 Live Load=AASHTO HS-20(1); RR(2);Airport(3) 0.00 PSI Dead Load=Marston Earth Load 2.62 PSI Hydrostatic Load=(62.4'Groundwater)1 144= 2.17 PSI Total Load=Earth Load+Hydrostatic Load+Live Load 4.79 PSI (qt) The CRITICAL BUCKLING STRESS= N ( Safety Factor}= 2 1 9.58 PSI Deflection Calculation The deflection of the liner will be calculated using the Modified Spangler Equation. Where: DI=Deflection Lag Factor (1.00) K=Bedding Constant (0.10) Defleclion{Y)= RTV*DI*K*if' W=Marston Load (lbs.l in.) 2E E=Long Term Modulus (psi) +0.061Es Es=Soil Modulus (700 to 2000 psi see sht. 1) DR=Dimension Ratio ATV=Pipe to Soil Stiffness correction PipeStiff'ness _ El — SPS SO 18tif, "ess ^ r 3 ES t 3 F SPS= 0.001419 12 Diameter-- t r= 2 ATV value= 1.698 is found from the ATV Y= 0.07 Inches table based upon the SPS YID = 0.72 % Minimum Thickness based on Buckling Ovality Factor 0.78 (C) Water Bouyancy Factor= 0.87 (Rw) Empirical Coefficient of Elastic Support = 0.37 (B) Note:The Ovality Factor A YID%+ Existing Pipe Ovality% 3 e _ ovalby= 1- as 2 RW = j _0.33 HW B H 1+4e-0.065(H) l'+ looJ Wall thickness t= 0.160 inches t=0.721*n "qj)Z a LC*Ei.R,}.B'*ES Minimum DR_=— U�43 Is DR greater than 26.0 OK 4/21/2003 Page 2 4/21/2003 Minimum Wall Area Based on Compressive Stress AREA(M22)_ (SF)(1.5DEADLOAD,1.67LIVELOAD) HDB Design Value=1t300 psi in 0.9*2*HDB g p ) (Safety Factor=2) Area = 0.027 In. /In. Bending Strain Calculation The calculation for ring bending strain is an important calculation for the long term performance of the designed pipe liner.The allowable long term strain serves as a control for the allowable deflection.The current AASHTO Design for flexible pipe sets a design limit on bending strain to 5%. f A Where: D f = ShapeFactar 10 STRAIN =Df -- t = Thickness(in.) 0.385 Dm D A = Deflecdon(in.) 0.272 D,,, = Mean Diameter(in.) 9.615 Strain = 1.1296 % If Strain < 5.0% then chosen thickness is OK Hydraulic Capacity Calculation The Hydraulic capacity calculation is a comparison of the existing sewer capacity with the new line capacity considering the different Manning values and the smaller lined pipe diameter.Full flow condition assumed. Manning Coefficient for the existing line 0.014 Manning Coefficient for the new line= 0.011 Pipe Slope= 0.02 ft/ft Assumed 0.02 ft.lft.if not given R1 =Hydraulic Radius= 0.208 Q1.48b A*R 3S 2 R2=Hydraulic Radius= 0.192 _ n Al =Area(existing)= 0.545 A2=Area(Lined)= 0.464 Q(existing)= 2.861 cfs Q(Lined)- 2.940 cfs P. Flow Capacity Increase = 2.78 % G� Z : rn m These calculations have been prepared using accepted �M-06 engineering principles for the design of underground piping systems. They are based on the information from the project C✓tV��, �Q� plans and specifications.Review and approval is the responsibility -WrEOF ,F of the design engineer. Page 3 4/21/2003 O)IJmLINEIt U-Liner Structural Calculations VERSION 2.2 5/1/2000 Date: 4/21/2003 Designer: Wa ne Lon U-Liner ID No. Project. Misc Sewer Lining Project Phase H CC1202 Location: Huntington Beach, CA U-Liner Licensee: U-Liner West Design Alternate: U-Liner Existing Pie Site and Liner Design Information Pipe Diameter= 12 inches Burial Depth= 14 feet Groundwater Depth= 7.0 feet Above Pipe Invert Unit Soil Weight- 120 pcf E a(i.ong Tenn Modulus) 30,000 psi Es SOIL MODULUS= 1000 psi (Es ranges from 700 psi to 2000 psi Pipeline Ovality= 2.00 % (Enter anticipated ovality of the existing pipe) LL(Enter 1. 2 or 3) 1 Live Load=AASHTO HS-20(1); RR(2);Airport(3) U-Liner Design Summary Selected U-Liner DR for Installation 26 (Nominal) U-Liner Wall Thickness 0.462 Inches (Nominal) Minimum Wall thickness for Buckling 0.228 Inches Is DR greater than Minimum DR based on Buckling 52.55 26.0 ox Calculated Estimated Liner Deflection 0.851 % Minimum vs. Actual Wall Area 0.039 0.462 Calculated Wall Strain 1.19 % Hydraulic Efficiency( % } 102.78 % Page 1 4/21/2003 U-Liner Design 412112003 Live Load Live Load=AASHTO HS-20(1):RR(2);Airport(3) 0.00 PSI Dead Load=Marston Earth Load 3.12 PSI Hydrostatic Load=(62.4*Groundwater)1 144= 3.03 PSI Total Load=Earth Load+Hydrostatic Load+Live Load 6.15 PSI (qQ The CRITICAL BUCKLING STRESS N ( Safety Factor ) = 2 1 12.31 PSI Deflection Calculation The deflection of the liner will be calculated using the Modifled Spangler Equation. Where: DI=Deflection crag Factor ( 1.00) K=Bedding Constant (0.10) �tTV*DI*K*if W=Marston Load (lbs.!in.) Deflertlan(Y)= 2E E=Long Term Modulus (psi) 3 +0.061 ES Es=Soil Modulus (700 to 2000 psi see sht. 1) 3*(DR-t) DR=Dimension Ratio ATV=Pipe to Soil Stiffness correction PlpeStif f'ness _ EI = SPS SoilStif f'ness - r 3 Es t 3 SPS= 0.001419 I =- 12 Diameter- t r= 2 ATV Value = 1.698 Is found from the ATV Y= 0.10 Inches table based upon the SPS YID = 0.85 % Minimum Thickness based on Bucklln Ovallty Factor= 0.77 (C) Water Bouyancy Factorm 0.84 (Rw) Empirical Coefficient of Elastic Support a 0.38 (B) Note:The Ovality Factor c1 = YID%+ Existing Pipe Ovalit % A 3 1 ova►uy= ` 1}Z RW = 1-0.33(�H-W-) B 1+4e-0.065(H) 111+_ a_ H �2 3 Wall thkkneSS t= 0.228 inches t 0.721*D IN q') C*et.Rw_ e, Minimum DR-:-:: 52.55 Is DR greater than 26.0 OK 4/21/2003 Page 2 4/21/2003 Minimum Wall Area Based on Compressive Stress in2 _ (SF)(1.5DEADLOAD+L67LIVELOAD) AREA( ) 0.9*2*HDB (HD8 Design Value=1640 psi) in (Safety Factor=2} Area = 0.039 in. tin. Bendina Strain Calculation The calculation for ring bending strain is an important calculation for the long term performance of the designed pipe liner.The allowable long term strain serves as a control for the allowable deflection.The current AASHTO Design for Flexible pipe sets a design limit on bending strain to 5%. 1 A Where: D f = Si:apeFactor 10 STRAIN =Df t = Thickness(in.) 0.462 D D A = DefTection(in.) 0.342 DM = Meanl?iameter(in.) 11.538 Strain = 1.1859 if Strain < 5.0% then chosen thickness is OK Hydraulic Capacity Calculation The Hydraulic capacity calculation is a comparison of the existing sewer capacity with the new line capacity considering the different Manning values and the smaller lined pipe diameter.Full flow condition assumed. Manning Coefficient for the existing line 0.014 Manning Coefficient for the new line= 0.011 Pipe Slope= 0.02 ft/ft Assumed 0.02 ft./ft.if not given 2 R1 =Hydraulic Radius= 0.250 _ IA86 A*R 3S 2 R2=Hydraulic Radius= 0.231 Q n Al =Area(existing)= 0.785 A2=Area(Lined }= 0.669 0(existing 4.655 cfs 0(Lined)= 4.T84 cfs FIOW Capacity Increase= 2.78 % �4 These calculations have been prepared using accepted Na ENF6 engineering principles for the design of underground piping systems. They are based on the information from the project �1,4 CIV% plans and specifications.Review and approval is the responsibility OF of the design engineer. ¢ zl/,"P3 Page 3 4/21/2003 ' i • �, CITY OF HUNTINGTON BEACH 2000 MAIN STREET CALIFORNIA 92648 OFFICE OF THE CITY CLERK CONNIE BROCKWAY CITY CLERK July 2, 2003 To: Wesco Infrastructure Technologies 20100 S. Western Avenue Torrance, CA 90501 Enclosed plesse"find your original bid bond issued by Safeco Insurance Company Of America for Miscellaneous Sewer Linings Project Phase II. Connie Brockway, CIVIC City Clerk Enclosure g afollowu p/cashcont/relumbidbond.doc (Tale phone: 714-536-5227) � A F E C O' '� MILLENNIUM CORPORATE PARK ,IU BLDG-C 19400 NE UNION Ht LL ROAD REDMOND,WA 98052 BID BOND Conforms with The American Institute of Architects,A.I.A. Document No.A-310 KNOW:ALL BY THESE PRESENTS,That we, Wesco Infrastructure Technologies _ as Principal,hereinafter called the Principal, and the SAFECO INSURANCE COMPANY OF AMERICA of Burbank CA , a corporation duly organized under the laws of the State of -Washington ,as Surety,hereinafter called the Surety,are held and firmly bound unto City of Huntington Beach as Obligee,hereinafter called the Obligee, in the sum of Ten Percent of total amount bid -------------------------------------------------------- Dollars(S 10% of total amount bid ) ,for the payment of which sum well and truly to be made,the said Principal and the said Surety,bind ourselves,our heirs,executors,administrators,successors and assigns,jointly and severally,firmly by these presents. WHEREAS,the.Principal has submitted a bid for Miscellaneous Sewer Linings Project Phase II NOW, THEREFORE, if the Obligee shall accept the bid of the Principal 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, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void,otherwise to remain in full force and effect. 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J�-'1e:E�ar�•9i 7.4\1. :1.};!w-:.tr 4rf.*.r_':.:���r,l ,rT ' SECTION � S C C ' PROPOSAL for the MISCELLANEOUS SEWER LINING PROJECT ' PHASE II ' Within 15 sub areas of the City of Huntington Beach ' CASH CONTRACT No. 1202 ' in the 1 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 85 working days, including material delivery, 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 1 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 ,l in the amount of S '0 000 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", as the case may be). . r Bidder shall signify receipt of all Addenda here, if any: Addenda Na. Date..Received': idler's SB nr Lure ' r ri l 2003 1 r . r • 1 • 1 r . 1 r r r r . r G2 APR 133-2003 17:01 HUNTINGTON BEACH 714 374 1573 P.02iO3 City of Huntington Beach r Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax(714) 374-1573 ADDENDUM NUMBER ONE For Miscelaneaus Sewer Lin�'Ing Pro'ect Phase II CC- 1202 April 3, 2003 Notice To All Bidders: This addendum is hereby made a part of the contract documents to the same extent as though it were originally included therein. Please note the following revision to the Project Plans, Specifications, and Technical Provisions: The attached sheet 12 of 12 revised and issued this date hereby replaces sheet 12 of 12 of Appendix A—Project Location Map(s) and Point Repair Detail. This modification does not change the Engineer's Estimate, Bid Schedule or the Bid Opening date/time for this project. This is to acknowledge receipt and review of Addendum Number one, dated April 3, 2003. As Company Name y 4 4 Zo3 Date All bidders mast acknowledge the receipt of this Addendum with your bid proposal. Should you have any questions regarding this Addendum, please call Steve Krieger at(714) 535- 5259. 04/03/2003 THI; 16;50 [TX/RX -NO 85101 002 dfROJIECT BID SCHEDULE .................... Item :Estimated:: ...........7-7 71tem;with�q .......... . ...................... ...... :::::;............................. ....... . .......... .. ...... ........ ............ ........ ........... ... ... .................. . .... Unlvpei�6 .::.,k wiv:-- -:::;written dwdidi: ' 3 1 Mobilization of equipment&materials. lump sum THBZE THOUSA Dollars S3,000.00 S3,000.00 ' � ,� Per lump sum Per 2 1 Traffic Control per Specs. lump sum @-FOUR THOUSAND TWO HUNDRED FIFTY DoUars $4,250.00 $4,250 00 NO Cents Per lump sum 3 1 Demobilization of equipment&materials. lump sum @ THREE THOUSAND Dollars $3,000. S3,000.00 NO Cents Per I ump sum 4 18724 Line 8"host pipe per Specs. 1.f. @ -tire{ Dollars S 33. Ob 61Z A102. Cents Per 5 -3-10 Line-10"host pipe per Specs. 11 —Dollars $ o C) S A Cents Per 11 6 577 Line 12"host pipe per Specs. 00 ,25�ffO,,n 1.f. Dollars Ally Cents Per Lf. 7 458 Re-open servic lateral S ecs. ea. @ Dollars S r7— /VZ) Cents Per ea. 8 40 Grind protrudinocral 'req 4 per Ci nts. , " 7 ea. @ Dollars S _3O $/a /VV Cents Per ca. 9 162 Point repair ho t pip;per atai (U to 5.141.deep) CO Dollars 00 Cents Per It [10 L306 Point repair host Pe per Detail/5.5 up to 10, -ft.deep) @ Dollars 2.00 lot) J� ' / Cents Per It C-1s OPROJECT BID SCHEDULE • ' ..................................... . price::::::::::.:........ .......... . ........ .......... Jtem ::;,:,Jtem:wffh:upj�. en&d Ext ....... ....................................................................... ..................... .............. :W0. .......................... .... ............................... .............................. 11 72 Poi air tto ipe per I?lr it W(I .5 up to 15-ft.deep) etc 1.f. Dollars Cents Per Lf. 12 5 Remove&Reghce Clean-Out per specs. ea. @C�A� pr., /,7 Dollars S $ Cents Per ea. 13 @ Dollars S $ ' Cents Per . 14 @ ollars $ $ ' Cents Per 'Dotlirs $ $ ' Cents lPer �' , 'Total Amount Bid in-Figures: $ 0 TotalAmount BiLnwnr4s: .......... ..... .......... . ................ .............. ........ ....... .......................... 7................. -;Y;............... C-2s CALIFORNIA ALL-PURPOSE A' IIOWLEDGMENT No.5907 State of California County of Orange On _ _ �,/ .�.ZO3 before me, Nanette Myers,Notary Public , DRIFE NAME,TITLE OF OFFICER-E.G.,'JANE DOE,NOTARY PUBLIC" personally appeared Jane Kepner NAME(S)OF SIGNER(S) ® personally known to me -OR- ❑ 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. NANETTEMYERS Commission*1331194 Notary Public-California WITNESS my hand and official seal. Orange County My Comm.Expires Nov 20,2005 SIG URE OF NOTARY OPTIONAL Though the data below Is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT ❑ INDIVIDUAL ❑ CORPORATE OFFICER TITLE OR TYPE OF DOCUMENT TITLE(S) ❑ PARTNER(S) H LIMITED GENERAL ® .ATTORNEY-IN-FACT ❑ TRUSTEE(S) ❑ "GUARDIAN/CONSERVATOR NUMBER OF PAGES ❑ OTHER: SIGNER IS REPRESENTING: DATE OF DOCUMENT NAME OF PERSON(S)OR ENTITY(IES) SIGNER(S) OTHER THAN NAMED ABOVE S-4067/GEEF 2/98 01993 NATIONAL NOTARY ASSOCIATION•8236 Rommel Ave.,P.O.Box 7184-Canoga Park,CA 91309-7184 r SAFE -C C' POWER GENESAFECO INSURANCE COMPANYCOMPAN OFOF AMERICA OF OFATTORNEY HOMEOFFICE.'SAFEECO PLAZA SEATTLE,WASHINGTON 98166 No. 9675 KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA,each a Washhtgton oorporation,does each hereby appoint **********RHONDA C.ABEL;JERI APODACA,PATRICIA H.BREBNM LIINDA ENRIGHT;LANE KEPNER,STANLEY C.LYNN;NANETTE MARIELLA-MYEiR5; MUM PARIZINO;JAMRSA.SCHAIdLR;Code Mom n`r**srrrrgrrr***sssr*sirrrrr*rrrr*sssrrr****rrrrr***.*ss**rrra***rsrrrsrrr**rrrrsrss*rr.*rrrs*r Its true and lawful sttomey(s),In-fact,with full authority to execute on Its behalf fidellty and surety bonds or undertakings and other documents of a similar character Issued in the course of Its business,and to bind the respective oompanythereby. IN WITNESS WHEREOF,SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents this 21st day of June 2001 RA KERSON,SECRETARY MIKE MC GAViCK,PRESIDENT , CERTIFICATE Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: 'ArM V.Section 13.-F1hELITY AND SURETY BONDS...the President,arpr Vice President,the Secretary,and any Assistant Vice President appointed for that Purpose by the officer In charge of surety operations,shall each haveauthorhy to appoint individuals as altomeysan-factor under other appropriate titles wtlh authorltyto execute on behalf of the company fidelity and surety bonds and other documents of similar character Issued by the company In the course of its business...On any instrument making or evidencing such appointment,the signatures may be affixed by facsimile. On any Instrument conferring such authority or an arry bond or undwi aktng of the company.the seal,or a facslmile thereof,may be Impressed or affixed or In any other manner reproduced;provided.however,that the seal shall not be neowsaryto the valldily of any such Instrumantor undertakbtg' Extract from a resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted duly 28,1970. 'On any certificate executed bylhe Secretary or an assistantsecretaryof the Corrpanysetting out, (I) The provisions of Article V,Section 13 of the By-Laws,and (Ifs A copy of the power-of-ettomeyappointment,executed pursuanttheretc,and (tii) Cert!Mng that said power-af-attomeyappolntment le In full force and eff ct, the signature of the oarKAng officer may be byfacslmlle,and the seal of the Company maybe a facsimile thereof.' t,RA.Pierson,Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA,do hereloycerfify that ft foregoing extracts of the By-Lawe and of a Resolution of the Board of Directors of these corporations,and of a Power of Attorney Issued pursuant thereto,are true and correct,end that both the BydBwa,the Resolution andthe Power of Aborney are still In tug for c and etfeoL IN WITNESS WHEREOF,I have hereunto set my hand end affixed the fecstmlle seat of said corporation this a,?-2 day of PO WE S SEAL tet� AR Sa R.A.PIERSON,SECRETARY S-W41P,AEF V01 0 A registered trademark of SAFECO Corporation 0/21/01 PDF ' AT 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 and the portion of ' the work to be done by such subcontractor. Portion.'.: iNiime and Address of Sitkontrartor. State License..: Class: of Work_ `` Number O f iG MS N, �/ / 0 �h /�41'Ct 7 M A 1 1 1 - . By submission of this proposal, the Bidder certifies: ' 1. That they are 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 • • 1 NON COLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID ' State of California Ss. 'County of Orange bein .first,duly. sworn, de oses and`says that he.or she.is -G ,f`- G of t0� ' rl P .1_.� party `making dl�the foregoing bid that the bid is not made in the interest of, or on the half 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. ' ¢d co L_ 1 Name o Bidder , Signature of Bidder ' D r�►xe CA Address of Bidder 9AsoJ 1 Subscribed and sworn to before me this 2'Z day of 4F*FL- , 2003 1 T. C. ANDERSON 0 CORUA.91235485 0 NOTARY PUBLIC-CALIFORNIA ' CI 9CONIM.EXP.SEPT.24,20031 NOTARYPUBLIC NOTA ' NOTARY SEAL C4 ' ' *UTILITY AGREEMENT • ' HONORABLE MAYOR AND CITY COUNCIL HO O LNCIL ' 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 MISCELLANEOUS SEWER LIMING PROJECT, PHASE II; CC- 1202, (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. 1 ' Contractor 4 y ' Title Date: �" r 1 - - C-s -- DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 14310.5, the Bidder shall complete, under penalty of perjury, the following questionnaire. ' QUESTIONNAIRE t 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. ' - 1 1 Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the ' Proposal shall constitute signature of this questionnaire. COMPEMATION INSURANCE CEItTOCATE ' 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. 1 P,d a � Nt Y� ��i� d y ir1� L•f tContractor J y ' Title Date: d'.7 1 1 1 UNDERGROUND SERVICE ALERT IDENTIFICATION NUMBER (To be completed only by the awarded Contractor prior to excavation) No excavation will be permitted until this form is completed and returned to the AGENCY. ' Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a Permit to Excavate will be valid. ,To obtain a Dig Alert Identification Number, call Underground Service Alert at 1-800422-4133 a minimum of two working days before scheduled excavation. ' DigAlertldentificationNumber: Contractor ' B Title ' Date: Note: This form is required for every Dig Alert Identification Number- issued by U.S.A. during the course of the Work. Additional forms may be obtained from the AGENCY ' upon request. C-8 ' Wesco Infrastructure Technologies, L.P. 20100 S.Western Avenue Torrance,CA 90501 (310)224-50001 Fax(310)224-5008 To Our Valued Customers and Clients: Please be advised that Wesco Infrastructure Technologies, L.P., is a California Limited Partnership formed as follows: Wesco Infrastructure Technologies, L.P. ("WIT") (Formerly Wesco Environmental, L.P.) a California Limited Partnership 20100 S. Western Ave. Torrance, CA 90501 Secretary of State #200009100001 (Filing Date: March 30, 2000) Federal Tax I.D. #33-0901727 WIT's CA License# 780144 (A, B and Haz Materials) WIT's AZ License# 163819 (A) WIT's HI License#23351 (A) Business Started: March 30, 2000 Principal Activity: Pipeline Rehabilitation Contractor President & CFO: Vincent Mauch License Qualifier(RME): Ted Anderson General Partner: The Wesco Companies,Inc., a California Corporation President: Tom P. Colich Vice President: Bart Hornstein Secretary: Judy L. Colich CFO: Vincent Mauch Asst. Secretary: Ted Anderson Limited Partner: Great Western Const. Mgt. Services, a Nevada Corp. 1 OIDDER'S LNFORMATION • 1 BIDDER certifies that the following information is true and correct: Bidder Name Business Address City, State Zip 1 Telephone Number 1 State Contractor's License No. and Class r1'I s moo 1 Original bate Issued jo h-[ �3��Zook 1 Expiration Date The work site was inspected by I M�LJ R�' of our office on &rl f 200_ 1 The following are persons, firms, and corporations having a principal interest in this proposal: 1 1 . 1 1 1 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. ' Lao 4--ii 2b�w"rz Te--(/k4iALy4 i e-s Company Name' Signature of Bidder - . Vi rV �- ` Printed or Typed Signature ' ���•fc_ 3 Subscribed and sworn to before me this 22�day of t C.ANDBRBON --COMM,0 1238486 • NOTARY PUBLIC-CALIFORNIA 0 ' LOS ANGELES COUNTY n + F COMM.EXP.SEPT.24,2003-' NOTARY PUBLIC ' NOTARY SEAL Listed below are the names, address and telephone numbers for` three public agencies for which the-bidder has performed-similar work within the past two years: Name and Address of Public Agency ;Name and Telephone No. of Project Manager. ' Contract Amount Type of Work Date Completed ' 2. Name and Address of Public Agency Name and Telephone No. of Project Manager: ' Contract Amount Type of Work Date Completed ' Name and Address of Public Agency Name and Telephone No. of Project Manager: t Contract Amount Type of Work Date Completed ' C-10 ' P.1 WIT Project Experience Job Title. �R 3, Belvedere TruiikSewe�Reha6ilitation Owner: County Sanitation Districts of Los Angeles County - Compton Field Office 920 S. Alameda Street Compton, CA 90221 Project Engineer: Ms. Margott Hinostroza—(310) 638-1161 fax: (310) 764-1934 Summary of Work: 1 install of 15"x 15mm CIPP - 3441£ Cleaning&CCTV. Bypass. Traffic Control. Job Completed: 5/2002 Original Contract: $40,152.00 .Joli Title:'- _:Manchester-Ave Trunk' SewerAeligbilitatConkProject lJob#0004 -` Owner: County Sanitation Districts of Los Angeles County - Carson Field Office 24501 S. Figueroa St. Carson, CA 90745 Project Engineer: Mr. Alex Manesh—(310) 830-8050 fax: (323) 775-2050 Summary of Work: 12" lining x 2,564 LF, 8" lining x50 LF Cleaning& CCTV. Bypass. Traffic Control. Job Completed: Lining complete 5/2002 Original Contract: $176,408.00 Job'Tztle _R ' City of Fullerton Miscellaneous Storiri,Drain Irnpro�vements Fiscal Year 2QOl 2002 Job#0019 Owner: City of Fullerton - Dept. of Engineering 303 W. Commonwealth Ave. Fullerton, CA 92832 Project Engineer: Ms. Hye Jin Lee (714) 738-6590 fax (714) 738-3115 Summary of Work: 3 installs of 18" and 2 installs of 24" CIPP— 425 LF of 18"and 320 LF of 24"—Plus add-on shot 18" x 95 LF Job Completed: 6/2002 Original Contract: $91,975 + $17,100 add-on shot/Kimberly = $109,075 • i P.2 WIT Project Experience .Job°-Title: Del`Amo Siphon-Emergency Rehabilitation Project/Job#0024= . .. _ - - Owner: County Sanitation Districts of Los Angeles County - Compton Field Office 920 S. Alameda Street Compton, CA 90221 Project Engineer: Mr. Mark Niemiec—(310) 638-1161 fax: (310) 764-1934 Summary of Work: 1 install of 33" x 450 If. Cleaning & CCTV. Bypass. Traffic Control. Job Completed: 11/2001 Original Contract: $114,950.00 Job-Title: Allen Ave.Trunk'Sewer.Rehabilitation Project:L.J6b#-0002 Owner: County Sanitation Districts of Los Angeles County 1955 Workman Mill Road Whittier, CA 90601 Project Engineer: Mr. Herbert Cudiamat—(562) 699-7411 fax: (562) 699-5422 Summary of Work: 24" lining x 594 LF, 21" lining x 947 LF, 18" lining x 2,363 LF Cleaning & CCTV. Bypass. Traffic Control. Job Completed: 11/2001 Original Contract: $563,016.45 �Job Title: . ` Arcadia.'--Sierra.Madre Trunk-Sewer;_Sections-2=12A, S and S'.Reha hiation/Job#.00S Owner: County Sanitation Districts of Los Angeles County 1955 Workman Mill Road Whittier, CA 90601 Project Engineer: Anthony Mahinda (626) 962-8605 ext. 27 fax: (626) 814-9221 Summary of Work: 15" lining x 456 LF, 12" lining x 5,470 LF, 10" lining x 9,695 LF Cleaning& CCTV. Bypass. Traffic Control. Job Completed: 9/2002 Original Contract; $611,718.00 P.3 WIT Project Experience �Job:Title: Laguna Beach-2002/03. Sewer Lines Rehabilitation Phase-/-Job#_0030`:" Owner: City of Laguna Beach Public Works Department 505 Forest Ave Laguna Beach, CA 92651 Project Engineer: Fred Shahidi Ph (949)497-0345 Fax: (949) 497-0771 Summary of Work: 8" lining x 10,5001f, bypass, Cleaning& CCTV Job Completed: 1/24/03 Original Contract: $358,750.00 The following inforation must be returned with Re bid ' Bidder's name: CJL16jmto�les, L_E. Bidder's address: ?X 100 S. y - iL�� Y�I , ' Phone number: (?40)n4_j�;000 Fax number: (310) Pipeline rehabilitation process (trade name) bid: "Co c-I� ' (Choose only one per Section B- "Instructions to Bidders" #12) ' Attach a letter to this sheet from the manufacturer stating that: 1. The installer (bidder) listed above is factory licensed and.trained. ' 2. SDR thickness supplied (minimum thickness SDR 35) 3. Have the ability and will supply the necessary amount of material within the construction time frame. ' List of three certified laboratories that can perform the required ASTM testing. P Laboratory number 1: Name: :"Acst r Labo k-,14 I C5 ' Address: Telephone number: ( j} _ p p-1007 ' Contact person: WOO ' Laboratory number 2: Name: s,Zr1a Address: Q CA 07Z3 Telephone number: - ' Contact person: I'DVI�i� ' Name:Laboratory number 3: _ C L A n✓� rr S Address: -e j��,�-�� m0 �30+��-vo t kc� Mft ]kr. Telephone number: (?� ) _ Contact person: T,)Al,1� 1 C-11 CIPP DESIGN -8" Diameter Sewer Lines (as per ASTM F1216) Client: City of Huntington Beach 04/22/03 Project: Misc. Sewer Lining Project Phase II Location: Various 8" Sewer Lines Conduit 1 Condition: Gravity Sewer, Fully Deteriorated 250,000 psi Flexural Modulus 50 % Flexural Modulus Reduction to Account for Long-term Effects 4,500 psi Flexural Strength 2.0 Safety Factor for External Loads 8.00 inches Mean Diameter 7.84 inches Minimum Diameter 2 % Ovality 15.00 feet Maximum External Water Head to Invert 20.00 feet Soil Depth at Top of Conduit 120 lb.lcu.ft. Soil Density 1,000 psi Soil Modulus 20.0 psi Total Earth Loading 16,000 Ibs Live load per AASHTO H-20 (includes 1.05 psi HWY surcharge) 0 psf 2025psf RR Live Load (80,000lbs per axle or 320,OOOlbs per truck) (includes 0.00 psi RR surcharge) Thickness Limitations ( inches ) 0.1000 Maximum compressive hoop stress 0.1574 External pressure buckling 0.1317 Minimum stiffness limitation, deteriorated conduit 0.2126 External pressure, deteriorated conduit(AWWA) Minimum Design Thickness = 0.21 Inches x 15% = 0.24 inches 5.4 mm x 15% = 6.21 mm SDR = 37.6 Mode of Failure : External pressure, deteriorated conduit (AWWA) Long-term Deflection = 1.18% (Spangler) Based on Trench Width of 2.25 feet 0.7 meter The input data for this project should be verified in the held prior to construction. Should other conditions exist now or are expected to change over the design life of this CIPP then appropriate adjustments must be made to the design calculations. LANCO_ NE�R7 101091, �. d.. t 00 a. 22 r r lF OF CIPP DESIGN - 10" Diameter Sewer Lines (as per ASTM F1216) Client: City of Huntington Beach 04/22/03 Project: Misc. Sewer Lining Project Phase II Location: Various 10" Sewer Lines Conduit 1 Condition: Gravity Sewer, Fully Deteriorated 250,000 psi Flexural Modulus 50 % Flexural Modulus Reduction to Account for Long-term Effects 4,500 psi Flexural Strength 2.0 Safety Factor for External Loads 10.00 inches Mean Diameter 9.80 inches Minimum Diameter 2 % Ovality, 7.00 feet Maximum External Water Head to Invert 20.00 feet Soil Depth at Top of Conduit 120 Ib.lcu.ft. Soil Density 1,000 psi Soil Modulus 18.5 psi Total Earth Loading 16,000 lbs Live load per AASHTO H-20 (includes 0.84 psi HWY surcharge) 0 psf 2025psf RR Live Load (80,000lbs per axle or 320,000lbs per truck) (includes 0.00 psi RR surcharge) Thickness Limitations ( inches ) 0.1000 Maximum compressive hoop stress 0.1533 External pressure buckling 0.1647 Minimum stiffness limitation, deteriorated conduit 0.2389 External pressure, deteriorated conduit(AWWA) Minimum Design Thickness = 0.24 Inches x 15% = 0.27 inches 6.1 mm x15% = . 6.98mm SDR= 41.9 Mode of Failure : External pressure, deteriorated conduit (AWWA) Long-term Deflection = 1.26% (Spangler) Based on Trench Width of 2.5 feet 0.8 meter The input data for this project should be verified in the field prior to construction. Should other conditions exist now or are expected to change over the design life of this CIPP then appropriate adjustments must be made to the design calculations. LANCO ENGINEER/ ,G 1010 Crenr - #2 0 Torr �g� 1ffk 1 w ! 04 1 E P. 2 1 V-O 1 , ; �F pF CIPP DESIGN - 12" Diameter Sewer Lines (as per ASTM F1216) Client: City of Huntington Beach 04/22/03 Project: Misc. Sewer Lining Project Phase II Location: Various 12" Sewer Lines Conduit 1 Condition: Gravity Sewer, Fully Deteriorated 250,000 psi Flexural Modulus 50 % Flexural Modulus Reduction to Account for Long-term Effects 4,500 psi Flexural Strength 2.0 Safety Factor for External Loads 12.00 inches Mean Diameter 11.76 inches Minimum Diameter 2 % Ovality 7.00 feet Maximum External Water Head to Invert 20.00 feet Soil Depth at Top of Conduit 120 ib./cu.ft. Soil Density 1,000 psi Soil Modulus 18.3 psi Total Earth Loading 16,000 Ibs Live load per AASHTO H-20 (includes 0.70 psi HWY surcharge) 0 psf 2025psf RR Live Load (60,000lbs per axle or 320,000lbs per truck) (includes 0.00 psi RR surcharge) Thickness Limitations ( inches ) 0.1000 Maximum compressive hoop stress 0.1840 External pressure buckling 0.1976 Minimum stiffness limitation, deteriorated conduit 0.2847 External pressure, deteriorated conduit(AWWA) Minimum Design Thickness w 0.28 inches x 15% = 0.33 inches 7.2 mm x 15% = 8.32 mm SDR = 42.1 Mode of Failure : External pressure, deteriorated conduit (AWWA) Long-term Deflection = 1.24% (Spangler) Based on Trench Width of 2.5 feet 0.8 meter The input data for this project should be verified in the field prior to construction. Should other conditions exist now or are expected to change over the design life of this CIPP then LANCO ENGINj(E),R 1G appropriate adjustments must be made to the design calculations. 1010 Cry., aw Blvd. 200 9q5. 1 (h . 504 �^ _o4 r �r i • CIPP DESIGN - 15" Diameter Sewer Lines (as per ASTM F1216) Client: City of Huntington Beach 04/22/03 Project: Misc. Sewer Lining Project Phase II Location: Various 15" Sewer Lines Conduit 1 Condition: Gravity Sewer, Fully Deteriorated 250,000 psi Flexural Modulus 50 % Flexural Modulus Reduction to Account for Long-term Effects 4,500 psi Flexural Strength 2.0 Safety Factor for External Loads 15.00 inches Mean Diameter 14.70 inches Minimum Diameter 2 % Ovality 7.00 feet Maximum External Water Head to Invert 20.00 feet Soil Depth at Top of Conduit 120 Ib.lcu.ft. Soil Density 1,000 psi Soil Modulus 18.1 psi Total Earth Loading 16,000 Ibs Live load per AASHTO H-20 (includes 0.56 psi HWY surcharge) 0 psf 2025psf RR Live Load (80,000lbs per axle or 320,000lbs per truck) (includes 0.00 psi RR surcharge) Thickness Limitations ( inches) 0.1000 Maximum compressive hoop stress 0.2300 External pressure buckling 0.2470 Minimum stiffness limitation, deteriorated conduit 0.3530 External pressure, deteriorated conduit (AWWA) Minimum Design Thickness = 0.35 Inches x 15% = 0.41 inches 9.0 mm x 15% = 10.31 mm SDR = 42.5 Mode of Failure : External pressure, deteriorated conduit (AWWA) Long-term Deflection = 1.49% (Spangler) Based on Trench Width of 3.5 feet 1.1 meter The input data for this project should be verified in the field prior to construction. Should other conditions exist now or are LANCO ENGINEERING expected to change over the design life of this CIPP then 1010 Crenshaw Blvd., #200 appropriate adjustments must be made to the design calculations. Torrance, CA 905.51 �.a�s r �. 1 r,f �•, 2� } �� V 04/07/2003 12:16 5045149 7 FAST PAGE la soAao u wortKs C lTy: o F Los AN G ELE5 �,,���ol• CALI FOR N lA PUVUC waRMa 6LRFAU OF VALER,1 g*8hAw ENGINEERMG C YI�t f7PiCg� lipp�N� 49 . VRALY B.TROYAN,F.E. PRBdiG6NTwPii��T,A1 GI1Y ENGWfAR tO$ANC+'E1-E9,CA 900141911 AD MRs�n va JAMS IC. NAFiN GENEPALWFORMarM MAYOR T10.f 21"TUPW F4X 21 5-Y744276 JAMBLAARON May 17,2002 Dwayne Rows MastBrliner incorporated 42305 S. Airport Road Hammond,LA 70403 Dear Mr. Rovira: Re! Apprang; 5t2tus - Maaaterllnar CIPP Formulated with lntarp!$st;cs Cove t3'1&Q Vinyylester [COIRRECTED] W.0. 13DO0103 Our ortgimol approval letter dated Mar4h 11,2002 had a typographical error listing the wrong resin number. it is corrected an shows! below. The tests conducted at Tulens Universittyy satisfied the requirements of Standard Spodfications for Public Worsts Construction Section 210-2.3.W%some reaction noted In the sodium hydroxide teat,a satisfactory rating results for that exposure.Odmwwlza,the CIPP ds rnonstreted good to excellent chemical resistance for the remaining exposures. Masterliner evil;appeal'In our specifications as follows: Trade Name:Mesferfhvr lncorpomfed lvlasterNnar CIPP Archive Lab Report: T'ulana t hAmrsW(y, unrrumbared Tport, aeted"02 Ilse:Sanitary Sewer and Storm Draft Pipe Rehabilitation tnatelletfon:SSPWC Seefion SOo-i,4 as modified by Standard Plan S-610 Sfze Range: 100 Mm to 2400 mm (40#o 961 Resin:Interpplestica Cary*01W 8100 Wnyfester Felt tulle:Masterlinor polyester fell canted with 1 mm(15 mils)polyurethane on the tare exposed to flow. Field-cured composite pipe pmperll46: Initial Flexural Modulus: 1724 2.MPa 250,000 peo IRklal Tensile Strange:20.7 MPe(3,000 pal) Flexural Modulus far 50-year Design:-431.0 MPe(62,500 PSI) These changes will be incorporated into the next revision of our 'Approved Wet of Sandary Sewer Products". if there are any questions, please contact me at(213)847-6777. Sin iy H Lea, Engineer of Design D s n Standards and InvestigatJons Group 6 S. Spring aft, Suite 400 Loa Angales,CA 901)14-1913 t jSL:11i/masUn27'_weg cc: J. Eiliaon, EoD W. Lawson,INCI?D-MIS 6$8 T. Gorman, Materials Contral-WS 480 .l AN EOUAI-CHPL* MEW 0PPORTU##4rrY-AMRMATIVIE ACTION EMPLOYER 04/07/2003 xoX 12:15 [TX/RX NO 85821 Q 001. 04/11/2003 FRI Qg:I2 [TX/RX NO 75321 Z 002 42305 S. Airport Road Hammond: LA 70403. USA 985-386-3006 (Office) 985-386-0250 (Fax) incorporated ipp 1-888•DIG-FREE E-MAIL' liner mast iner.c Masterliner Incorporated WEB: htcn»wwvv.,master1ingr.com Pipe Renewal Products April 22. 2003 CERTIFICATION To Whom It May Concern: Please allow this letter to Stand as certification that Wesco Infrastructure Technologies is an approved installer of the Masterliner Cured-In Place Pipe Rehabilitation methods. Wesco Infrastructure Technologies and its employees have extensive experience in handling and installing Cured-In Place Pipe and they meet all of the requirements to install Masterliner Incorporated products. IN WTTNESS THEREOF, THE INDERSIGNED has caused this certification to be executed and sealed this 22`h day of April, 2003. very truly yours, MASTERLINIER INCORPORTED, By: Russel M4ere .' '. Busil-ess4U64 er b'ZU73)('?- LSCOCERTIFICA'TIUL 10 42305 S. Airport Road ' Hammond, LA 70403, USA 985-386-3006 (Office) 985-386-0250 (Fax) j*1125 1-888-DIG-FREE E-MAIL: liner masterfiaercpm Masteriiner Incorporated WEB: http:11www.ma terlinar x m Pipe Renewal Products April 22, 2003 CERTIFICATE OF COMPLIANCE To Whom It 'May Concern- This letter is to certify that Masterliner, Inc. has the manufacturing capacity and resources to meet Wesco Infrastructure's needs for CIPP liners on a timely basis. Yours very truly, MASTERLINER INCORPORATED By: ..� , -+�r�siness�arlager_: '�Py2202c�teTCo�pkar�ey�sca 42305 S Airport Road Hammond, LA 70403, USA 985-386-3006 (Office) 5-386-0250 (Fax) incorporated g81-888-DIG-FREE E-MAIL' Iinor )MasterlingrcgM Masterliner Incorporated WEB: htta:ll .ma Lerlin9r.cQ� Pipe Renewal Products April 22, 20D3 CERTIFICATE OF COMPLIANCE To Whom It Mav Concern: This letter certifies that the CIPP felt tube manufactured by Masterliner, Inc. is manufactured in the United States, and it meets all relevant requirements as outlined in the specifications for cured-in-place pipe products as per Section 5.1 of,AST7v[F1216-89; and that it complies with the attached calculations concerning the thickness of 35 SDR. Yours very truly, MAST.ERL.INER INCORPORATED f- ussewadrre rrazYa���.- �3ad2201 certo(c0oi�gwteWetco City of Huntington Beach [OLD INTER-DEPARTMENT COMMMUNICATION HUNTINGTON BEACH THOSE_LISTED HEREON FROM: di Sho'a Construction Manager Su � DATE: April 7, 2004 SUBJECT: Retention Release Payment Company Name: Sancon Engineeering, Inc. Address: 5881 Engineer Drive City, State and Zip Code: Huntington Beach, CA 92649 Phone Number: (714) 891-2323 Business License Number:A 200298 Local Address: N/A Notice of Completion Date:Pending Contract Purpose: Retention Release for Cash Contract 1202, Misc. Sewer Lining Project Phase 11 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 o ject at this lime. Date Robert F. Beardsley, Public Works Director certify that there are no outstanding invoices,on file. Ll- 26-0 1 Date ri Freidenrich, City Treasurer I certify that no stop notices are on file on the subject contract, and that a guaranty bond has been filed with this office. Date in-gin rock , City Clerk retention release memo.doc 417/2004 2:48 PM