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Sancon Technologies, Inc. - 2023-08-01 (2)
��NTiNcro 2000 Main Street, oFt.. .e' tie Huntington Beach,CA City of Huntington Beach 92648 APPROVED 7-0 File #: 23-733 MEETING DATE: 9/5/2023 REQUEST FOR CITY COUNCIL ACTION SUBMITTED TO: Honorable Mayor and City Council Members SUBMITTED BY: Al Zelinka, City Manager VIA: Alvin Papa, Acting Director of Public Works PREPARED BY: John Dettle, Associate Engineer Subject: Cancel contract award for the Fiscal Year 2022/23 Sewer Lining Project, CC-1728; reject all remaining bids and re-bid the project in accordance with City Charter requirements Statement of Issue: On August 1, 2023, City Council awarded a construction contract to Sancon Technologies, Inc. for the Fiscal Year 2022/23 Sewer Lining Project. However, it was later discovered that the bidding process was not consistent with City Charter requirements and State Law. As such, City Council action is requested to cancel the contract award to Sancon Technologies, Inc. and reject all other bids, in order to properly re-advertise and rebid the Project. Financial Impact: There are no fiscal impacts related to the recommended action. Recommended Action: Cancel the award of construction contract to Sancon Technologies, Inc. for the Fiscal Year 2022/23 Sewer Lining Project, CC-1728; reject all remaining bids and rebid the project in accordance with City Charter requirements and State Law. Alternative Action(s): Do not accept the recommended action, and direct staff accordingly. Rejecting all bids and rebidding is required to comply with the City Charter. Analysis: Staff advertised the Fiscal Year 2022/23 Sewer Lining Project this summer on PlanetBids, an online platform used by a majority of public agencies to advertise project bids and requests for proposals/qualifications. The bids received via PlanetBids were appropriately evaluated, and on August 1, 2023, a construction contract was awarded to Sancon Technologies, Inc., the lowest and most responsive bidder. City of Huntington Beach Page 1 of 2 Printed on 8/31/2023 powere¢5'LegistarM File #: 23-733 MEETING DATE: 9/5/2023 However, staff did not confirm that the advertisement was also published in a locally circulated newspaper, as required under Charter Section 503. As such, staff recommends City Council to cancel the award with Sancon Technologies, Inc., reject all other bids, and re-advertise/rebid the project immediately in accordance with Charter requirements. Environmental Status: The project is categorically exempt pursuant to Section 15304 of California Environmental Quality Act. Strategic Plan Goal: Infrastructure & Parks Attachment(s): 1. Location Map 2. PowerPoint Presentation City of Huntington Beach Page 2 of 2 Printed on 8/31/2023 power Leg!star M c 1 <Q. F I- s�� <<\ c~n BOLSA AVE., ' RD RD O NTS Q 138 139 E McFI DDEN AVE. o F- RD / U) J cn J N 1.1—I149 EDIN GER AV . 0 Y[� 03 �' o ~ ~ ~ \-- O 0 HEIL AVE. a ,_ N N U m O RDQ' o c%Li, o cQn Q WARNER AVE 6 3 � m / 0 0 O U �� o0 SLATER AVE. 405 m A -7 0/0 TALBERT AVE. ELLIS AVE. \ CD . j GARFIELD • AVE. N o Ld c i c�n Q \ �r�'� YORKT0INN AVE. o � RD C10,4S �p� A o ADAM$ AVE m ,o C99 0,0 �` „`� RD o 9 / Z J �i< C 443 O 0 'F IN ANAPOLIS Z AVE. PROJECT LOCATION 9��`'Y Z < a 456 SEWER LINING LOCATIONS INCLUDE REPORTING 4rATLANTA AVE DISTRICT'S (RD)138,139,149, 167,434,443, 456, 468,-, �� RD RD 138 a 1224 LF 8"S/659 LF 12"S/11MH F�9,�, 466 RD 139 a 1033 LF 8"S/930 LF 12"S/8 MH HAMIL ON A ' . RD 149 Pe.3188 LF8"S/17 MH RD 167 a704 LF 8"S y7, RD 434 a 7164 LF/8"S/39 MH 'Y BANNING RD 443 a 425 LF 8"S AVE. RD 456:5880 LF 8"S/2557 LF 12"S/1278 LF 15"S/8 MH RD 466: 1307 LF 15"S/1 MH LEGEND - RD BOUNDARY FY 2022/23 SEWER LINING PROJECT CC- 1728 PROJECT LOCATION MAP 'A. p CITY OF HUNTINGTON BEACH °' 0 DEPARTMENT OF PUBLIC WORKS 1 OF 1 J Fan .//,,�►..►,�., /' T1N ...... ....... �J G in lik co oil P 0 RA 7- •••eo � \ _ _ FY 2022/23 • __________ _____ _____ ___, �,"___ ;;____ �,,,,, . ,. Lining Project ..,. , , ,i, „, „. _ 77_. ,, ...--7.:--r---____ ___. _ A, _ ., ,, ip -`� - - ' August 1 , 2023 • /i • 4.10%iii f �/• � - 0. 4(k * al A. • ,• A �•••.;7, 19 0;•••• O °OUNT'sj C � 661 BACKGROUND AND PROJECT SCOPE The Engineering and Utilities Divisions identified the need for rehabilitation of existing sewer pipes based on maintenance history and video inspections. The scope of work for the project includes lining approximately 26,349 lineal feet of aged sewer main lines identified as a priority this year and 84 manholes. The locations have either calcium deposits from groundwater seepage or have joints offset by tree roots. The calcium deposits and roots inhibit sewage flow and will be removed prior to lining. Lining of the pipes is a trenchless operationperformed byinsertinga liner inside the existingpipe to ,0W.1�N PN ro,���\ p pp - - -form a replacement pipe. :g` �\T2 662 FY 2022-23 SEWER LINING PROJECT LOCATION MAP 0 es,* <F -MI L9�li CO RD RD N73 tab 1Jp 1 ODEN AVE. il 17, MEM eR:, imi„, 1z 0 a HEIL Prin®®i■- 68 RB7�E� �■' ■111 1511 405 --,0 \ ■FRET GAR IELD I '■ AVE. ,ih� ' 1' •• • ■= o a 3 Q,C ;R9,TM� Y.Rn MI PROJECT LOCATION ' NY Z RD 450 SEWER URIC LOCATpNS INCWDE REPORTING AVE`` ��� //����I DISTRICYS(RD)138,139.149,167,434,443,456, _ RD RD 138 w 1224 LF 8"S1659 LF 12"SF11MH 5 aaa RD 139 p1033 LF e'Sl930 LF 12"SlBMN �� ■■HAMIL ONA 1/ TINT — 114, RD 434 447164 LF/B"S!39 MR ®�I / c jam'•\�C' FQ •• ,CT \ RD 443 0425 LF 8•'SRD 455: � ••((��77��y, , _.�,_____�_ • \ RD48851 07oLP 15"SI 11MNLF 12'bl1278 LF i5.519 MN $ s..:______,,,____ "•.."7 \ LEGEND N ; V; : _ RD BOUNDARY ` .v _".�' FY 2022/23 SEWER LINING PROJECT �� •. ,.s '�..��'.,s •�A. CC-1728 PROJECT LOCATION MAP ' p \'9 F--- o`; ` CITY OF HUNTINGTON BEACH = \ ��.'••;• 17, 1909.P. \�O 01 C •' I DEPARTMENT OF PUBLIC WORKS OF 1 J ` 49UNPt CA/// 663 FY 2022/23 SEWER LINING PROJECT LOCATION MAP RD 138 L u ' J° -- - J+,,. --'1 Iir`;rt r,rrs1. .�( ?�a rii: _ - ... n- n;. .. . .. - ^.l Sewer Facilities s *I ?-_�" SEWER STO REHABILITATE: 1224 L�$"`CP. 659 LF 12"VCP CihojfL on Beach _ - _ _ _ .Mt ppti ! - a-\Vn,i v-a;- 1 ..., ` ' ,' ..._ -r,.e;, - _ .d-_-• -�4 .I 1 1"i ._ , 6t Anr ai,:� 1.._-5,. "1tu eta!,rt-„i" , C' _,@ a . .Ind J ,Io. 1`q 1 °1QA aao' ' 1r- ir,K ,'(.,[-`, �I$`IQ,‘..F:'' rr__ I,.'i'a,, u z-•,.a_I - 6t�i w�r >� ' -:Ir--i:_15:1.. • _ ='Q; -`�I,: sr-r �t.;< °ao".-__ ear+. ,''-_ ni-I_i 1_.-1 +. m .. ▪ li '� r'ibor� - ion ' ,m li 'o°+_ �tnrr. al e,x_:'+; ma'4 .., !$y,<n. ,�f.� 1=t1 (S» Sewer Lines 'A... i ' �I '1 ,.i"-' >.� --.•R_ - - .4.7 -a,ai-et ews...v,r>., i •' 1--�.g_;L:..r. je; e -j.%'_.___,-`- ^! 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'---" Sewer Facilities ---- � EWE&LINE_STOREHABILITATE: 1�0y}33TI S"1VCP 930L_F12'VCP co,oiHrornngtonBeach St`1�1 ' 1 ', . t._ Inr p '...r' ' •l_ �_: ei�;4 "T' —Wu.nes x ems. 11 ri •i ,�,. ti -i_T.k i S'° -t�i: __1„ Z .l• i' i �, ♦r'.o�_C'-m �'rsc''linp'_.b..-'-f+- dw_--•4..°ew-m,t..d,u..1z ri. >_•eK,,._f,.;:u4.4nn- ."'1+ 'f! '✓. ..i._. Y .xe •• ,.• —_ .:,,A^.ST-4 Ile--; q r'1 IJn�'� ease wve -e:ss u' _} 1 ( / ,'- ,1( .f_ f. :f ! -': ,t -fit f ;!']. M ..... ..w ,v.+ec..�c... -_ �• '.p s, '. _ •�--t—Y f �, 'a- Sewer Entities w a,` /g+.'u Pei ..CI'Al1-_'-. y� j- { 1.- ��Tr"-- ......_... v+^+• l .a-: ,°sst..- �� �-:-r-- `{(' J �,fer- �"�a4-,ral..i.,[�_"--ii °-'Yt■ '\. 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V.• ___ _ .____ _ i� _ -=,,t;,A: =',i` _ _"'a '=4, :::_i--` , 148 149 24'' \ __ I ; 1 , ;y „,- ;i.:-` _- r;)i ' ;`'. ;.. a ; t :'":; - - 'I 158 159 251 �•fin••• FFe.. •'•CI , "i .r Eai�e«P„ t;a.iA,ti "-,ate a — Reporting District 149 UNTY -' /# 666 FY 2022/23 SEWER LINING PROJECT LOCATION MAPS RD 167 1: un°:__ '- -3Hetl_yyn,�;_-' -r% _ _ ie T� Avo '-1_, '' ',... I 4u a xi Sewer Facilities �� ,�f..,o �c,RS.- , .r„-J :ng.u.. _ 7; - v<; t'fi sxix+;.I::.: d.oa a.§ Ta:,6, 'S ir',U;" �. 'rr,w '.' 9 .1 "�'""- j..�" - - - Cin'ofMintingron Bearll t o '"p,: _r "'g s ^.SEINER 11?E8t7 t).REHABII I'rA7 j0d:LP. 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[L,ILL I [11115:11:41)1115111d I '''' l'''d'''' 1 : 475 4761,477 .411 6).t•.... • 11.190S,?.... .,,<,cs OF v.. -61 ............ 0\ i --'"' ''''''''-r-r&.-4..--..-r:.:4,1:•:770:-Z.,g4-r-A-M.-:.?:''-,L'L.7:.,..-'1.-.7•1;-,X-1-.1-*I1i.r.-1=,-41,-.7.-1::•,-,,.:.'„,---zZLIA,-1-14-':. ---.-71:-,,,--1-"It;) r '4.4•&• °ONT\( u , 1 1- ,- .7.m,, .:. -,...,- )-. :\1( . .,--- ,-1 - - i _-. , , . ,-1{S."1"'•-lE Reporting Distlict 466 .1..'•'-dirdoro...."1 ▪ 1 .1..._ l 4 1....... 1 1_, .1 i— ; lii - 671 PROJECT BENEFITS • Extends life of sewers 20 years • Prevents Sanitary Sewer Overflows • Increases structural strength of sewers 0t" Nr. T I N G H . Nik , • � 1 - 0UNT`I 672 PROJECT OVERVIEW • Construction Bids Received July 6, 2023 • Current Budget (Sewer Enterprise Fund) $ 1 ,592,000 • Council Awarded to Sancon Technologies, Inc. $ 1 ,434,710 • Project not advertised in newspaper, as required by City Charter • Recommended Action : Reject All Bids • Alternative Recommendation: Not Applicable --_ •'• N ATFD••• � . • •• -37 °OuNTY........ 673 Q u e s Ions . f:: - �,'h" j L. '' ,— # :_..� ices , �-t�''m>-°' _;-:':' - A:.::1:11ittiii,1,110.4.1 iLli. ‘itl—illF;if.:,!:-,;-.,.,.......7.c.z2,....-z.,3:;;;;;,,,...„7....-. 1...,,,i:,.., -..,. :.. . , , rr'a. ``�.`� r'--c=4�"1t4.,::iv y f; _,: .. 'fit ,, ,� :'►' ,, 7a y}'t. 1� „gyp "� S ad! t ' ,_."J,W..c, • 7 i fp il, a.:75;t cam-&`t `t R _ ,y, C a t . c ca r + j%• �t .. °.4, ,'1Vt-{ r • { C r a . '~c'irdl 1•.�;. . "Sep n! b. P .: , =x;=may'. v.n. 1 -,1 r:ice► 44°� �1. .r i -,am ..t.,,,�`�� ., """`•- _'vl; .. f"-. c ,,, 2 A w � 674 Moore, Tania From: Galassi, Cecelia <cgalassi@gwc.cccd.edu> Sent: Monday, September 4, 2023 12:58 PM To: supplementalcomm@surfcity-hb.org; CITY COUNCIL (INCL. CMO STAFF) Subject: Response to Sept. 5 City Council Agenda SUPPLEMENTAL COMMUNICATION Meeting Date: C7/5fri a"-3 September 4, 2023 To the Huntington Beach City Council: AgendaltemNo.; 9617 :33,e) I am writing to tell you that your latest planned actions are an outrage and that I will join other citizens of HB and Orange County in fighting your efforts now and as long as you try tooccupy your current positions.l'm a 12-year homeowner in this city, I work full time in the city, and I'm raising a child here. As far as I can tell, this is part of what you want to do, starting on Sept. 5: ----Item 15—spendtaxpayer money to hire two sets of lobbyists for the city because you want different rules than any other town in the state. •--Item 16—spendup to 2.8 million dollars to hire a medical management firm to fight and, it looks like, manipulate workers' compensation arrangements that are already in existence. •---Item 19—refuseto respond to the OC Grand Jury's report on drought. •--Item 22—spend$3,831,000 to continue to fight the state of California in your ongoing,tax-guzzling lawsuit (again, as if HB goes by different rules than the rest of the state—uh, no). •--Item 24—simplysteal funds from the Traffic Congestion relief Prop 42 fund to hire a grant writer. •---Items 27, 28—In totally bad faith cancel a number of existing contracts and open up re-bidding (is that because you want to hire a friend's firm?). •--Item 29—Ina total attack on the democratic vote that denied you the opportunity to change City Charter Amendments, you want to fund and arrange a new March 5, 2024 election, so you can try to force your wishes on all of us again. •--Item 30—Appropriatel.2 million dollars from taxpayer funds for.... "Business Unit." That's all the explanation you give: Business Unit. 1 •--Item 16-- I will join other citizens to fight your attack on freedom (Item 16) to censor the HB Library and its trained librarians so that citizens have less access to books that you—without training,without any definition of what youmean by"obscene" (there's an existing Supreme Court ruling on that, by the way) want to pick and choose.You also want to "part ways with the American Library Association." What the hell?You don't get to determine anybody's reading options.That's not your job, you aren't qualified to do it, and it is a complete attack on citizen freedoms. You want to deny the supportof experts and the recognized national organization joining libraries across the country. We know you are attempting to copy what you have seen other power-greedy leaders do in Southern states. It appears you want HB to become like them, and that is a disaster. •Finally, the cowardly vote to rebuke Councilwoman Moser because she called out Mayor Pro Tern Van Der Mark'sdocumentedHolocaust denial record and racism. Van Der Mark's racism been publicly known since before 2018, and though she tries to cover it up and claim that her Latino background means she's not an anti- Semite, she has expressedracist views, and she has posted social media to that effect. In view of the fact that Moser has to watch her and most of you attack our civil liberties and use our money to do it, her frustration is understandable. Van der Mark has shown who she is, and slappingthe wrists of someone who calls it out is dishonest and petty. We see you. We will continue to fight your actions and power grabs. HB Resident Cecelia Galassi 2 Switzer, Donna From: Karen Marie Carroll <dockaren44@gmail.com> Sent: Tuesday, September 5, 2023 8:06 AM To: supplementalcomm@surfcity-hb.org Subject: Agenda Items Mayor Strickland and Members of the City Council I am writing in opposition to or with serious concern regarding the following items on the 9/5/23 City Council Meeting Agenda: Item 30. 23-700, 31. 23-693, 26. 23-707, Item 27. 23-704, Item 28. 23-733, 15 23-700, and 16. 23-741 Item 30. 23-700- This item marks acceleration of a trajectory putting control of our city into the hands of extremists who are already providing their friends and associates opportunities to profit through secret settlements and now a re-do of bidding for contracts. What is being proposed appears to build on actions already taken that clearly benefit the new majority — along with their friends and family. Financial gain and political ambition are equally apparent. I point to the following: 1) At the outset of your terms, you upped the limits on campaign contributions that give you quite an advantage in campaigns to come. I contributed to several candidates in the last election, and it was difficult for me financially. But I gave the limit and thought it was fair because there were limitations in place for all candidates. The current majority, however, was strategically supported by investors and groups many of which are outside of our city. 2) You propose re-arranging election cycles that would permit City Attorney Michael Gates and his wife Kelly Gates to run together, without reasonable limits on what they could spend together in a very well financed campaign. Included is a reduction of the requirements for City Clerk, which would permit Ms. Gates to run. Moving election oversight from the County to the City Attorney and City Clerk is ridiculous, unnecessary, and expensive. The optics are terrible! Further, it plays to the myth that there is election fraud here, for which there is no evidence. Items 31. 23-693, particularly points I), J), and K) This agenda item would change the application requirements for local contracts that open the door for persons, agencies, or firms that organize our local events. Will Code Four and Kevin Elliot be selected to run the 4th of July Parade and other city events too? We have heard that the Blue Angels and other armed forces units arrange airshows without a middleman like Mr. Elliott. That is the way it is done in other locations, such as Seattle. Item 15. 23-673 I question the change to accept the staff recommendations for federal lobbying consultants. Why accept the lowest ranked vendor to provide legislative analysis for our city? I understand that Mayor Strickland has received political contributions from that contractor. Really, this is the best that Huntington Beach deserves? Could there be any more evidence of political payback? Item 16. 23-741 Cultural issues outside of the those that actually matter to all residents were presented with a strategy of shock. Are you saying the extreme examples you found were in books in our library and schools in our city? I think not. I assure you, most of us do not want you to take on our parenting,just do the normal business of governing our city. 2 pNiiNG 2000 Main Street, x'oF� 11Y47°ti� Huntington Beach,CA 92648 a .=y City of Huntington Beach , APPROVED 7-0 File #: 23-608 MEETING DATE: 8/1/2023 REQUEST FOR CITY COUNCIL ACTION SUBMITTED TO: Honorable Mayor and City Council Members SUBMITTED BY: Al Zelinka, City Manager VIA: Alvin Papa, Acting Director of Public Works PREPARED BY: John Dettle, Associate Civil Engineer Subject: Accept the lowest responsive and responsible bid and authorize execution of a construction contract with Sancon Technologies, Inc. in the amount of$1,318,770 for the Fiscal Year 22/23 Sewer Lining Project, CC-1728 Statement of Issue: On June 29, 2023, the City received bids for the Fiscal Year 22/23 Sewer Lining Project. City Council action is requested to award the construction contract for $1,318,770 to Sancon Technologies, Inc., the lowest responsive and responsible bidder. Financial Impact: Total construction cost for the project, including 10% contingency and inspection, is $1,500,647. Funds are available in the current fiscal year budget in the Sewer Fund account 51189002.82600. Recommended Action: A) Accept the lowest responsive and responsible bid submitted by Sancon Technologies, Inc. in the amount of$1,318,770.00; and B) Authorize the Mayor and City Clerk to execute a construction contract in a form approved by the City Attorney. Alternative Action(s): Reject all bids, or provide staff with alternative action. Analysis: The Engineering and Utilities Divisions identified the need for rehabilitation of existing sewer pipes based on maintenance history and video inspection. The scope of work for the project includes lining City of Huntington Beach Page 1 of 2 Printed on 7/26/2023 powered by Leg istarTm File #: 23-608 MEETING DATE: 8/1/2023 approximately 26,349 lineal feet of aged sewer main lines identified as a priority this year. The locations would benefit from lining as the existing pipes have either calcium deposits from groundwater seepage through minor cracks and joints, or have joints offset by tree roots from adjacent mature trees located on parkways. These calcium deposits and roots inhibit sewage flow and will be removed prior to lining. Lining of the pipes is a trenchiess operation performed by inserting a cured in place liner inside the existing pipe to form a replacement pipe. The project also rehabilitates 84 manholes. The proposed work will increase the structural strength of the sewers and extend the life of the sewer lines for an additional 20 years. Furthermore, the improvements will help prevent sanitary sewer overflows. Bids were received electronically on June 29, 2023, with the following results: BIDDER'S NAME BID AMOUNT SUBMITTED Sancon Technologies, Inc. $1,318,770.00 Nuline Technologies, LLC $1,735,877.50 Insituform Technologies, Inc. $1,843,546.50 Staff recommends awarding a contract to Sancon Technologies, Inc. in the amount of$1,318,770. Sancon Technologies, Inc. has provided sewer lining construction for the City for the Fiscal Year 19/20, 20/21 and 21/22 Sewer Lining projects. The total project cost is estimated to be $1,434,710, which includes the construction contract, inspection, and 10% construction contingency. Sancon Technologies, Inc. - Bid $1,318,770.00 10% Contingency $131,877.00 Inspection $50,000.00 Total Construction Costs $1,500,647.00 Environmental Status: The project is categorically exempt pursuant to Class 1, section 15031c of the California Environmental Quality Act Strategic Plan Goal: Infrastructure & Parks Attachment(s): 1. Vicinity Maps 2. PowerPoint Presentation City of Huntington Beach Page 2 of 2 Printed on 7/26/2023 powered by LegistarTA1 Note to File Due to a failure to advertise a Notice Inviting Electronic Bids, the August 1, 2023 City Council contract approval is null and void. The project will go out to bid again, after being properly noticed, per the City's Charter requirements. FY 2022-23 SEWER LINING PROJECT LOCATION MAP 0 ei -, ,$),,,,_ ooLs 06 no _.■N AEI a 1:U3 .■ ■ 7 a:`4- 111 I ■L 'I'TER=11 .o.e... ■oliffir- GAR � ■ AVE tii` V. Q N ®i 1 III� wrmi PROJECT LOCATION $ a �® Ru Pl awnwin WCFrio1s mum I PORRRD ',trial...� .0ina'-.1. OI JJ ib}(RD)178 139.199 137 431.d13,453: ;pll' // �.. 9a 1.33 N 1224 LR3 3/b33 LF9z"S/1M( ',4/$ ■® abs ®`��NT� �i'J� �a pi, 394�3D38LFn 51:933LF12 SIBMR oPd•A` 'mum J -�. RD 143.3133 LFB 8117 RD( nj R0151 N104 LF 3"3. AM, d/ RPOq•�''• �YY'• RD434.710LR a"3339 MR !IF i ���4 Ajf�.�e• RD 456 MO LE C 972•{57 LPV'771279LP1T&OYX:: lillit `� a __ ' � �'. 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The locations have calcium deposits from groundwater seepage or joints offset by tree roots. The calcium deposits and roots inhibit sewage flow and will be removed prior to lining. oI`` j1N' Lining of the pipes is a trenchless operation performed by inserting a a, , a liner inside the existing pipe to form a replacement pipes ay*•. FY 2022-23 SEWER LINING PROJECT LOCATION MAP idINE111111:' . \.o N. S®® v. I LIEN las Aon amV 3. opmE Sz PIE rr 11111111\ ILEIMIIMI ■r Ir l lli /■ A lismit a 'eqt 11g MP y . :Im i z PROJECT LOCATION e aoaa6u.�� stwEa:tr+e+G LOCAI8NS,1,r DE tsLvoRtUJc � � Ave - .0P..a.,,... , Rlsnnn.i'b,fRe1138 13%149 167.434.44$486.4 kG / (�436.,ix74 LF897559,Li 4F,Sfd1Mf1. .'q(.. " OS i IV 139a1Q33LF8 97.659LF1r618IMN: ®®HA1dIL ON-A . �® �' i �610 � A91.A=,3188LF STSN7.MH' , •p:e j[`��.Fjj '47184 BF/rt�:imii.ti9ii CF7.5'6f%NN'; ,'^..�� 0 1 .\\k'! �p�•• j'E,9 !o .A 1W4438s LP8'S 9 'i�7" .80 . LeceMD N." 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' ._�_e� :Repo n i. i({ gq w y ingDistrlct bbb ® �ff �, (dt �4.2.=-..__ --- -�xw._, !> �.r€1.-^c CA¢3'f .. k........E w .k'.-.t... .+v.� �.. �$ A= 4. _• + Y �� - � / PROJECT BENEFITS • Extends life of sewers 20 years • Prevents Sanitary Sewer Overflows • Increases structural strength of sewers 1Nr m N SIG G<` °Z Z7Q�AO PROJECT OVERVIEW • Construction Bids Received July 6, 2023 • Current Budget (Sewer Enterprise Fund) $1 ,658,047 • Request Award to Lowest Bidder Sancon Technologies, Inc. • Low Bid $1 ,318,770 • Project Cost (With Contingency & Inspection) $1 ,500,647 • Recommended Action: Accept the lowest responsive bid and authorize execution of construction contract with Sancon Technologies Inc. prc-oNGrp • Alternative Recommendation: Reject Bids • Construction Start: September 2023 IT • Construction Duration: 16 weeks k� t "i -P S x - -'; b Ski lr a s'C� '�� ®1 54'4 ues ions �. a a � � , -, �, • # f �. 3 _.,,,_ ,„,.,......%,,,,,,,,,,,r, C ff •� Y i QF �a x> '�k,aka Yy 3 s ���. �.J>�`- er � ;;`,1,,, -.; —'—'11t,,,p .., Ililill +fig' 1, ( �ap-,, 43d ,�.5 gyp^ '��•t `v' •.1 i �w � yen ;�; .seam r+h �' ^�"',Ai . ,:' ¢ �.A fx ' 'y am a {p. y •k P' �a1� .71 ° e pp .e`f4 @"Z _V` "'� k Rao F�" � f�'i"'�"*_•..'..,� .�1� i ,, C ali/71/u // /. 3 P1)1), S/2s/.z3 ("/i /23 SECTION A NOTICE INVITING ELECTRONIC BIDS for the construction of FY 2022/23 Sewer Lining Project CC No. 1728 in the CITY OF HUNTINGTON BEACH PUBLIC NOTICE IS HEREBY GIVEN that the CITY OF HUNTINGTON BEACH, as AGENCY, invites electronic bids for the above stated project and will receive such bids prior to 11:00 AM on Thursday, June 22, 2023, on the City's PlanetBids System Vendor Portal, at which time or thereafter bids will be opened and made available online. Bids received after this time will be considered non- responsive. Prospective bidders must first register as a vendor and then bid on this project via the City's PlanetBids System Vendor Portal website at: https://www.planetbids.com/portal/portal.cfm?CompanylD=15 340 Copies of the bid documents, including instructions to bidders, bidder proposal form, and specifications may be downloaded free at: https://www.planetbids.com/portal/portal.cfm?CompanylD=15340. Bidders must first register as a vendor on the City of Huntington Beach PlanetBids system to view and download the Contract Documents,to be added to the prospective bidders list,and to receive addendum notifications when issued. Any contract entered into pursuant to this notice will incorporate the provisions of the State Labor Code. Pursuant to the provisions of the Labor Code of the State of California, the minimum prevailing rate of per diem wages for each craft, classification or type of workman needed to execute the contract shall be those determined by the Director of Industrial Relations of the State of California, which are available online at www.dir.ca.gov/DLSR and also on file at the Office of the Director of Public Works,2000 Main Street, Huntington Beach, CA 92648. The AGENCY will deduct 5% retention from all progress payments. The Contractor may substitute an escrow holder surety of equal value to the retention in accordance with the provisions of the Public Contract Code, Section 10263. The Contractor shall be beneficial owner of the surety and shall receive any interest thereon. The AGENCY hereby affirmatively ensures that minority business enterprises will be afforded full opportunity to submit bids in response to this notice and will not be discriminated against on the basis of race, color,national origin,ancestry,sex,or religion in any consideration leading to the award of contract. • No bid shall be considered unless it is prepared on the approved Proposal forms in conformance with the Instructions to Bidders as determined by the AGENCY.The bid must be accompanied by a certified check, cashier's check, or bidder's bond made payable to the AGENCY for an amount no less than 10% of the amount bid. For electronic submittal of bids, the bid security must be received at the City of Huntington Beach Public Works Office,2000 Main Street,no later than the bid opening date and time.The bid security must be submitted in a sealed envelope bearing the name and address of the bidder, and the outside of the envelope must read as follows: OFFICIAL BID SECURITY-DO NOT OPEN Project Name: FY 2021/22 Sewer Lining Project CC#: 1694 Bid Opening Date: June 22,2023 at 11:00 AM The successful bidder shall be licensed in accordance with provisions of the Business and Professions Code and shall possess a State Contractor's License Class A, at the time of the bid opening. The successful Contractor and his subcontractors will be required to possess business licenses from the AGENCY. All extension of unit prices will be subject to verification by the AGENCY. In case of a variation between the unit price and the extension,the unit price will govern. Project Description: The project consists primarily of lining existing sewer pipes based on maintenance history and video inspection.The scope of work for the project includes lining approximately 25,576 lineal feet of eight-inch aged sewer main lines in locations in the areas of the City identified as a priority this year. These .locations would benefit from lining as the existing pipes are either scaled with calcium deposits from groundwater seepage through pipe and minor cracks and joints,or have joints intruded with tree roots from adjacent mature trees located on parkways. Additional items include grinding and re-opening approximately 686 service laterals and rehabilitating approximately 115 manholes as identified in Appendix I. The contract shall allow the Contractor 80 working days to complete the contract. All questions related to this bid solicitation must be submitted through the City's PlanetBids System Vendor Portal per the information provided in the Instructions to Bidders. Any other contact to City staff regarding this bid solicitation will be referred back to the PlanetBids system. The AGENCY reserves the right to reject any or all bids, to waive any irregularity and to take all bids under advisement for a maximum period of 60 days. BY ORDER of the CITY COUNCIL of the CITY OF HUNTINGTON BEACH, CALIFORNIA,the 7th day of June 2022,by Resolution No. 2022-28. Attest: /s/Robin Estanislau CITY CLERK OF THE CITY OF HUNTINGTON BEACH 8/8/23,9:55 AM City of Huntington Beach I Public Notices Column 0 O N I EB CC No. 1728 (5190751) CANCELLED Notice Preview - Activity Log -> o Newspaper Huntington Beach Wave Publication Dates J May 25, 2023 J Jun 1, 2023 Status Cancelled ($1550.04) 0 Invoice Due r Invoiced Outside Column 8= Account Number 5196687 Quick Actions 121 VIEW PROOF VIEW VOIDED PAY INVOICE CANCEL NOTICE https://www.column.us/noticeNBPytVWoVCbE2bd3GNOg 1/2 PreviewlActivity • Donna Switzer 18 May 2023 at 2:41 PM PDT Submitted this notice to Huntington Beach Wave. • Sandra Campos (Huntington Beach Wave) 18 May 2023 at 2:51 PM PDT Edited this notice. • Sandra Campos (Huntington Beach Wave) 18 May 2023 at 2:51 PM PDT Confirmed the notice. • Huntington Beach Wave 18 May 2023 at 2:51 PM PDT Marked the invoice as to be paid outside Column. • Sandra Campos (Huntington Beach Wave) 18 May 2023 at 2:52 PM PDT Created an invoice. • Michelle Romero 22 May 2023 at 7:48 AM PDT Requested to cancel this notice, with the reason "Meeting Cancelled" • Chrissy Gonzalez (Huntington Beach Wave) 22 May 2023 at 8:25 AM PDT Cancelled this notice, with reason "Meeting Cancelled". UNSUCCESSFUL BIDS (Canceled Contract Award for the Project) CC No. 1728 FY 2022/23 Sewer Lining Project //MAC r City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax(714) 374-1573 ADDENDUM NUMBER ONE For FY 2022/23 SEWER LINING PROJECT CC 1728 June 20,2023 Notice to All Bidders: Please note the following clarifications to the Project Plans,Specifications,and Special Provisions. 1) The date of the bid for this project CHANGED. Bids are due on June 29,2023 at 11:00 AM. This is to acknowledge receipt and review of Addendum Number One,dated June 20,2023. Insituform Technologies.LLC Company Name By Whittney Schulte,C tracting&Attesting Officer 6/20/2023 Date 617/ (fihk 1 of 1 of Addendum No.1 City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax(714) 374-1573 ADDENDUM NUMBER TWO For FY 2022/23 SEWER LINING PROJECT CC 1728 June 22,2023 Notice to All Bidders: Please note the following clarifications to the Project Plans,Specifications,and Special Provisions. 1) Page C-10, Bidder's Project History; Revise the first paragraph as follows: "For the purposes of this project,the bidder shall provide project history of similar work, specifically referencing the construction of sanitary sewer lining installation of at least 25,000 linear feet of 8-inch or greater in public right of way,calcium cleaning and root removal from sanitary sewer systems, and manhole lining and rehabilitation within public right of way. Bidders are encouraged to submit supplemental relevant project history in addition to the projects listed below." 2) Page E-20; Section 7-6 BID ITEM DESCRIPTIOIN;Add the following: "7-6.14 Repair Active Infiltration at pipe joints with Pressure Grouting with Chemical Grout for 8"or 10"Dia.VCP: Bid Item 14 A. This bid item shall be paid at the unit price per each joint, with an estimated amount of 3 to 5 gallons of chemical grout per joint. Pipe joints with a chemical grout quantity greater than 5 gallons will be paid a prorated portion of the actual gallons to the 5 gallon quantity. B. Joint Pressure Chemical Grount shall be compatible with mainline lining material." 3) APPENDIX H, LOCATION MAPS AND INFORMATIONAL PIPE RUN GRAPHS AND SEWER VIDEO LISTS AND HYPER LINKS; Omit the last page of Appendix H showing the hyperlinks to the sewer videos and insert CC-1728 FY 22/23 Sewer Inspection Video List, attached. This is to acknowledge receipt and review of Addendum Number Two,dated June 22,2023. Insituform Technologies, LLC Company Name By Whittney Schult Contracting&Attesting Officer 6/22/2023 Date 1 of 1 of Addendum No.2 • CC-1728 FY 22/23 Sewer Inspection Video List Please contact John Dettle at john.Dettle@surfcity-hb.org with any issues,comments,or concerns RD 138 . Street MH Start MH End Direct Video Link Upload Date Columbia Lane 1290 1338 https://vimeo.com/838736552?share=copv 6/22/2023 Columbia Lane , 1338 1359 https://vimeo.com/838734318?share=copv 6/22/2023 Columbia Lane 1359 1392 https://vimeo.com/838737448?share=coov 6/22/2023 Columbia Lane 1505 1541 https://vimeo.com/838738520?share=copv 6/22/2023 Columbia Lane 1541 1560 https://vimeo.com/838739780?share=copv 6/22/2023 McFadden Avenue 1584 1583 https://vimeo.com/838740843?share=copv 6/22/2023 RD 139 Street MH Start MH End Direct Video Link Upload Date McFadden Avenue 1585 1584 https://vimeo.com/838748474?share=copv 6/22/2023 McFadden Avenue 1587 1585 https://vimeo.com/838750119?share=copv 6/22/2023 McFadden Avenue 1588 1587 https://vimeo.com/838751751?share=copv 6/22/2023 Hanover Lane 1472• 13351 https://vimeo.com/838753150?share=copv 6/22/2023 Hanover Lane 1509 1587 https://vimeo.com/838753644?share=coov 6/22/2023 Capri Circle 1543• 1588 https://vimeo.com/838755038?share=copv 6/22/2023 Hanover Lane , 13351• 1509 https://vimeo.com/838756129?share=copv 6/22/2023 RD 149 Street MH Start MH End Direct Video Link Upload Date Sunburst Lane 1631 1647 https://vimeo.com/838757768?share=copv _ 6/22/2023 Whiteoak Lane 1651 1623 https://vimeo.com/838760094?share=copv 6/22/2023 Vesper Circle 1652 1651 https://vimeo.com/838760839?share=copv 6/22/2023 Greer Park South 1670 1664 https://vimeo.com/838761789?share=copy. _ 6/22/2023 Chestnut Drive 1677 1678 https://vimeo.com/838762628?share=coov _ 6/22/2023 Chestnut Drive 1678 1670 https://vimeo.com/838763586?share=copv 6/22/2023 Whiteoak Lane. 1681 1651 https://vimeo.com/838764560?share=copy-. 6/22/2023 Woodside.Circle 1683 1681 https://vimeo.com/838765463?share=copv. • 6/22/2023 Sunflower Lane ' 1711 1679 https://vimeo.com/838766388?share=copv .▪ 6/22/2023 Whiteoak Lane 1713 1681 https://vimeo.com/838767448?share=copv. _ 6/22/2023 Sunburst Lane 1715 1677 https://vimeo.com/838768502?share=copv 6/22/2023 Sunflower Lane 1774 1711 https://vimeo.com/838769481?share=coov • 6/22/2023 Sunburst Lane 1775 1715 https://vimeo.com/838770240?share=copv • 6/22/2023 RD 167 Street MH Start MH End Direct Video Link Upload Date Graham Street 3186 3025 httos://vimeo.com/838771317?share=coov 6/22/2023 Graham Street 3403 3325 https://vimeo.com/838772751?share=copv 6/22/2023 Graham Street r 3467 3403 https://vimeo.com/838773573?share=copv 6/22/2023 RD 434 Street MH Start MH End Direct Video Link Upload Date Bel!mead Drive 7936 7938 https://vimeo.com/838774631?share=copv 6/22/2023 Briarly Lane 8163 8215 https://vimeo.com/838775712?share=coov 6/22/2023 Larkport Drive 8131 8133 https://vimeo.com/838777053?share=copv 6/22/2023 Larkport Drive 8133 8134 https://vimeo.com/838778256?share=copv 6/22/2023 Larkport Drive 8134 8135 https://vimeo.com/838778968?share=copv 6/22/2023 Leecrest Lane 8222 8166 https://vimeo.com/838779876?share=copv 6/22/2023 Mossford Drive 8037 8039 https://vimeo.com/838781807?share=copv 6/22/2023 Mossford Drive 8039 8042 https://vimeo.com/838780893?share=copv 6/22/2023 Mossford Drive 8042 8039 https://vimeo.com/838782470?share=coov 6/22/2023 Phoenix Lane 7741 7659 https://vimeo.com/838783444?share=copv 6/22/2023 Phoenix Lane 7659 7741 https://vimeo.com/838784466?share=copv 6/22/2023 Sacramento Lane 7519 7423 https://vimeo.com/838807277?share=copv 6/22/2023 Pierre Drive 7520 7519 https://vimeo.com/838808425?share=copv 6/22/2023 ,Phoenix Lane 7604 7659 https://vimeo.com/838809625?share=copv 6/22/2023 Sacramento Lane 7612 7519 https://vimeo.com/838810816?share=coov 6/22/2023 Sacramento Lane 7669 7612 https://vimeo.com/838811950?share=copv 6/22/2023 Sacramento Lane 7740 7669 https://vimeo.com/838813830?share=copv 6/22/2023 Boise Drive 7740 7741 https://vimeo.com/838814571?share=copv 6/22/2023 Phoenix Lane 7741 7659 https://vimeo.com/838815218?share=copy 6/22/2023 Doremere Drive 7844 7845 httos://vimeo.com/838815870?share=coov 6/22/2023 Doremere Drive 7845 7847 https://vimeo.com/838816836?share=copv 6/22/2023 Doremere Drive 7847 7849 https://vimeo.com/838817896?share=coov 6/22/2023 Doremere Drive 7849 7850 https://vimeo.com/838818710?share=copy 6/22/2023 Briarly Lane 7887 7995 httos://vimeo.com/838819464?share=coov 6/22/2023 Bellmead Drive 7938 7939 https://vimeo.com/838820443?share=copv 6/22/2023 Bellmead Drive 7939 7940 https://vimeo.com/838821148?share=copv 6/22/2023 Briarly Lane 7995 8130 https://vimeo.com/838822216?share=coov 6/22/2023 Mossford Drive 8034 8037 https://vimeo.com/838822805?share=copv 6/22/2023 Mossford Drive 8039 8042 https://vimeo.com/838823332?share=copv 6/22/2023 Larkport Drive 8130 8131 https://vimeo.com/838823874?share=copv 6/22/2023 Lowmead Drive 8219 8222 https://vimeo.com/838824390?share=copv 6/22/2023 RD 443 NO VIDEOS AVAILABLE RD 456 Street MH Start MH End Direct Video Link Upload Date Reef Lane 9397 9321 https://vimeo.com/838833330?share=copv 6/22/2023 Reef Lane 9463 9397 https://vimeo.com/838834020?share=copv 6/22/2023 Paisley Lane 9168 9242 https://vimeo.com/838829977?share=copy 6/22/2023 Caithness Drive 9171 9170 https://vimeo.com/838830421?share=coov 6/22/2023 Troon Lane 9246 9312 https://vimeo.com/838832160?share=copy 6/22/2023 Zetland Drive 9246 9244 https://vimeo.com/838831596?share=copv 6/22/2023 Paisley Lane 9381 9436 https://vimeo.com/838834911?share=copv 6/22/2023 Netherway Drive 9382 9381 httos://vimeo.com/838835429?share=coov 6/22/2023 lona Lane 9384 9435 https://vimeo.com/838836033?share=copv 6/22/2023 Erskine Drive 9435 9438 httos://vimeo.com/838836505?share=coov 6/22/2023 Queens Park Lane 9286 9340 https://vimeo.com/838836968?share=copv 6/22/2023 Dumbreck Drive 9286 9312 https://vimeo.com/838832757?share=copv 6/22/2023 Erskine Drive 9434 9436 https://vimeo.com/838837748?share=copv 6/22/2023 Erskine Drive 9437 9436 https://vimeo.com/838838200?share=copv 6/22/2023 Erskine Drive 9438 9437 https://vimeo.com/838838596?share=copv 6/22/2023 Netherway Drive 9354 9384 httos://vimeo.com/838839277?share=coov 6/22/2023 Queens Park Lane 9340 9354 https://vimeo.com/838839824?share=copv 6/22/2023 Zetland Drive 9243 9242 https://vimeo.com/838831034?share=copv 6/22/2023 Dumbreck Drive 9312 9317 https://vimeo.com/838840466?share=copv 6/22/2023 Queens Park Lane 9407 9354 https://vimeo.com/838841278?share=copv 6/22/2023 Queens Park Lane 9486 9407 https://vimeo.com/838841947?share=copv 6/22/2023 Brookhurst 9132 9326 https://vimeo.com/838828315?share=copv 6/22/2023 Brookhurst 9071 9132 httos://vimeo.com/838825164?share=coov 6/22/2023 Brookhurst 9326 9480 https://vimeo.com/838826163?share=coov 6/22/2023 RD 466 _ Street MH Start MH End Direct Video Link Upload Date Brookhurst 10751 10054 https://vimeo.com/838842430?share=copv 6/22/2023 Brookhurst 10054 10111 https://vimeo.com/838844132?share=copv 6/22/2023 Brookhurst 10111 10127 https://vimeo.com/838844408?share=copv 6/22/2023 „ „ ibtitl*gonstt-40.tiQTrof :*74•70.442:07inwtOrnsTatRagm' „ccas14,404 , In the an orwromqopss.r.nAcw ...„ . . •, .„„ TO THE IIONOR4BLE MAYOR AND MEMBERS OF IHE COUNCIL OF 11UNTINGTOMIkkelk Tn : xce with the Notice Inviting Electronic Brd , the pdersigned hereby proposes and agrees to perform all thq work tbr in described, and to furthsh all labor, materia1, equipment and incident .coocc.c.s&apirth940:4:*4100.4.4%*k4**41;4§Pc•Ofi00444Pillil **The office of the City Engineer of theCity of Huntmgton Beach the work therein to the satisfactii of and underthe supervision.ot' the City Engineer of the city of Huntington Beach, and to enter mto &contract at the iT:14:040„:0440:4-gte ,,, • to complete the work within working days.starting from the 44*?st 411*Isfati0,to Fr;dge-c'CL - • otooptE',4000 0:${,:kwttootopow,**104,404,.',.0*,, Wm' 40:11;pg',,the• :!, prk,site, plans, 4p4digOtippai:,:T.'.fW:ttPsfiq4-it, lii:44*;:*t;*t:::040:tl'O::*0-4041P014t$;-- If this proposal 004)tedTWA*(04,01)>PFX-4gtko*ow*-44:0#•„;..4404.qt4•MPIcTlat!AW.4.por.433.4prglA10 sum price st forth ma the foJIowin Bid Schedule BIDDER undcrsbnds tb tfiiure t enter into • • a:,Cbtitidetidtheii1010galit littO=OtegOtifia**TeSlitt forfeiture - ,,accompanyingOk$411(9$4 BIDDER widerstand that a bid is required for the entire worlç• _ „,„ thati‘,01•, estimated, lOttli*tli*BiOg.O01*:14.k140.10Y.)ibiltgAMoi*otiO*Aiii.*:114*:*443:44,ti4it,'Omp044.*o. under the contract wilt be based upon the á&uaJ go tliiol..4*"701c1.:..,0-,..„*fia.„..o.tojtiliyHoiii.410!4, • AQENCYV:SaZle7ufw',KT0.NTT0 DELETE ANY ITEM FROM It is agreed that the unit and/or lump sum prices bid include allappurtenantexpenses, taxes,royalties, fees, etc., and will be guaranteed for a penoci of sIxty days fthm the bid opening date If at such Aitt*tho::•6.6.fittaTdiIi110,4*.AtaeOhe:A.0g*,*-11,reject..01.1(1444*Anpt-: •44.:!,#:tti*pi40 project In the case of discrepancies in the amounts bid, umt prices shall govern,over extended 40004i,4;„ andw If awarded the Contract, the undeersigned 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 a bidders bond in.the amount of la% which said amount is not less than 10%of the aggregate of the total bid price,as required by the Notice Inviting Electronic Bids,payable to the AGENCY. (Please insert the words "Cash'', "Certified. Check",or"Biddefs Band for:%:"',as the case may be) Any standard Surety Bid Bond form is acceptable. Bidder shall signify receipt of Addenda here,if any: Addenda Na :: : .DateReee eat Bidder!aSignature 1 6120/23 2 6/22/23 -..: C-2 SECTION C PROJECT BID SCHEDULE A FY 22/23 SEWER LINING PROJECT CC1728 BID ITEMS teas �w3� @ See 4p1 � v t e t "11/ • :°-�'. ,. �,+�,a.ma , ''3 -. ..9 b.tis-. eke,•i�' _ ., ., 1 Mobilization and Demobilization 1 LS $ 38,600.00 $ 38,600.00 2 NOT USED 3 NOT USED 4 Construction Traffic Control 1 LS $32,456.00 $32,456.00 Cleaning and closed Circuit Television Inspection of 8-inch 5 sewer main to 95%original diameter per specifications section 500-3.3 and 500-3.4 19,618 LF $6.00 $ 117,708.00 Cleaning and Closed Circuit Television Inspection of 12-inch 6 sewer main to 95%original diameter per specifications section 500-3.3 and 500-3.4 4,146 LF $7.00 $ 29,022.00 Cleaning and Closed Circuit Television Inspection of 15-inch 7 sewer main to 95%original diameter,per specifications section 500-3.3 and 500-3.4 2,585 LF $8.00 $20,680.00 8 Install Liner within 8-inch Sewer Main per Section 500-5.5 OR 500-5.14,and Post Video Inspection of 8-inch sewer main. 19,618 LF $34.25 $ 671,916.50 s Install Liner within 12-inch sewer main per Section 500-5.5 OR 500-5.14,and Post Video Inspection of 12"sewer main 4,146 LF $ 59.00 $ 244,614.00 Install Liner within 15-inch sewer main per Specification 500- 10 5.5 OR 500-5.14,and Post Video Inspection of 15"sewer main 2,585 LF $88.00 $ 227,480.00 11 Grind and Re-open Sewer Service Lateral 440 EA $125.00 $55,000.00 12 Install Manhole Liner on Manholes Previously Adjusted to Grade(2-4-inch Lining) 20 EA $1,947.00 $ 38,940.00 13 Manhole Rehabilitation(Depth 8-feet') 84 EA $3,895.00 $327,180.00 14 Repair Active Infiltration at pipe joints with Pressure Grouting with Chemical Grout for 8"or 10"Dia.VCP 50 EA $811.00 $40,550.00 TOTAL BID AMOUNT (BASIS OF AWARD)—SCHEDULE A $ 1,843,546.50 TOTAL BID AMOUNT IN WORDS: One Million Eight Hundred Forty Three Thousand Five Hundred Forty Six Dollars and Fifty Cents C-2.1 -LIST OF SUBCONTRA TORS: . Tn :`accordance with Government Code Section 4104 the Bidder shahI set fort•Athe name* and business address of.eac 1 subcontractor,who will perform(work or render::service to tlae bidder on;, said contract :[an amount in excess. of one-half,ol' one'apercent of the totalbid,or $10,000,N . whichever is greater and the portion of tie work to be done such subcontractor., Bid x Mime aand Address " ' 'Stale Clac 'I 1 iRPWC Dollari1 %a f .' Ite»ss, Subcontractor License 4 ' 4R ` ;C straiio � ��� ,411ttr Numbe µ . u '' 5,6,7, 14 0. Performance Pipeline-Tech.,fnc." ` 825824 A 1000561121 `$192,074.80 10% 5292 System Drive Huntington Beach,CA 92649 ! L. Ayala Engineering, Inc. 853403 A 100672005 5338,400 00' 18% ` 13 8482 E. Meadowridge St. I; ,; Anaheim,CA 92808 • �. I. f i f 1 i • ...o-.....,, 3 i. t., • :.,•! i,:-.; (,: a ;3 By submission of•this;proposal, the=Bidder certifies: e. •i 1 mat he is .able to and wr -;perform he balanc ofall workwhch is not•covered n-ov., above.subcontractors'listing . 22. That the AGENCY-v.tl1; fiirr shed copies. of all,su cointracts en tered ink and f onds: _a ed by subcontractor for�project., C-3 ,N ?NCQL US QN AF.. mA T Ta BE EXECUTED BnY BIDDER. SI BMTFTED WITH BID I declare.undery..penalty of perjuzy under the laws of;the Stake cf Calzfoxnzn that the foregovng i true,and correc `and;ti at this:declaration;is executed ort 6l712021 Chesterfield 1�ae City • Mate` whittn�r�,cfsuitr� _. , being first duly sworn, deposes and says; thate yr Si* is, Contracbna°&Attesthnq ©f Officer ,4he party tilaktialhdj foregoing;'bid that the bid not made in the interest of3 c on the behalf of;zany undisclosed person,, artnersh com k' p, pang,,:assaexatzon,y orgazzzzatzon czr carporatzonk that the.bid >s>,genuxze azzd r>�v olluszv ;or sham, that the bidder has nor directly a�r.tndirectl6y induced or solicited any other bidder:; to put zn a false sh rxz bid;.and„„has notx directly or:indzreet yf coll zded, conspz`.red," cannzved, or agreed with` any bidder or anyone; else put in a sham bid, or thatlb&anyone shall refrain from bi4d'ng, that ,the blddde Naas not in any manner directl or mdif ectl sou i t eerrien coma ucation, or conference wztf anyvr a :to fix the b;id pr een o>r tY�at of any other b riders. tof: secure-'any advantagery agau st the:public;body;awarding lhe.contract of anyone interested,m the; proposeducontract;that;.all st temments contained z the bid aaree.via ea and, further,that the bidder has. not,dzrectiy or indirectly, sut mitted his veer bid price orany breelkdown.thereof or t` a contents thereof, .or dzvutgc l o,orznatzola ppi relative the eto, or paid, ari d will ""not pay •fee to any' coxporaturn; partnership,company"assoczationr organizatzo;i id,depositary,nor:to(any member or. • age nt thereof toy'al±ectuate;a caollt s% a or dTnsituforrn Technologies LLC° Name o $idde • ll � of`l��d` >r� Whittnsy Schu1te< Contracting &.Atte iting Offer $80"Goddard Avenue, Chesterfield, MO 63005 Address of Bidder' Arrittirv*MgrAttNT CITY OF RUNTINGTON The undersigned.hereby promises and agrees that in the perfbnnanee of the work specied inthe contract; known as the FY 20fl122 SEWER EIKNO-146not,i(t)(*40.).*111,empty Ott utilize only „4uilified...itier§p* to work in proxiniity to ir ter,;.01‘,• secondaxy or transmsionfacthties The term Qualified Person" i deIlned in Title S, Cahforma AdmmistratLve Code,.SOotiOn,170cf:-0.si:fo.1).Owsz 112u4ifiett'Person: ....4...fii*iotT whoa, by reason ofexpenence or rnstructton. isfmtultA1441*the aperatfrn to Ix performed hazards uwotvidY' The uodoolgiiod.also promised.and agrees thatall':$4,chli*ifil$'..liatt; 3.6:,lie,trop.404 m accordance with all apphcable electrical utility company's requfrements ib1ic Utility Commissiou orders,„ • :-,ag*t.a:'041t.'0*,•pypyi#,:7945;:.•4pilk::§44§ 001ct are bindrng 1j91.**Li**60.(144:0 :Oel.TO:aitieASK;:;i*OtOYP4:*tt*:EdgoigOik *0-41hafffigi2nders2gued hal1 te st as ate neCeSSarY'' ,'fassurei',e0aniliaileg:by an said subcOntractor or subcontractors with ther requtements contained!herein COtiftibtoi.„ • .• „ . Whittii6.yr-ShuIte CdtitrAdiriq&Meg:164 Offitti, WOO the 72022 IDISQUAL1FICATIO'l QUESTIONNAIRE', T11:aceprdob 10161 doiliOkte- eflUf011OViUg IQUOf ESTIONN i3ropfietapr interest in the Ridder cOi..,-;Itiqd•jritIi$411V44,.reitIOvodpr:Otlia*iskpie7ient0:4'frcial2::voottiepri- r • • • completing a Federal,.Stat6:,br."?:lbedt. governiept projectbecause a violation of law or a safety Cards, the'ansi [dtptaii,fixo .,„ „.., " • • • „, .• • •;•:, • • , .17&;.:4146.S.:iittdirfa#P'! tli6Propbsal shall contituXe signature f this questionnaire. COIVIVENSA- TIONAN:SURA, CE-C„ ER„ t,S1,1* , . :J5uistiao,SeCtiori,186,1 eS; Of_ .cOfittact awarded:44allifsigit 1jfic „ . , . ant ;,-provisions , _ I- ,,awarq: of-.111e sectiofi:3700 cif:thei'Labet,tbde,v,hicli,Iequire employer Itt. insurediagTisr: alpiiiity ur„,leer„ ,s2Co, rtjpensat 1Q3I cr°!.o undue d: the-oroviSions:bf,:diar_code,:anct COMply with siidi insurance age9r ,art .e'71'cri ct,isions'beibie Cbinmencing the,41416.rMahCa-of Pr nitufbrniTethipIcigiJJi CO-utra.ttWhi Ot- _ chtilte;, Contrectatig!BLAtta-cong Officer 2022., -- 431' DPEJOSINFORIVIATI BIDDER certifies that the following infbrmation i irue and cotrect . • Insituform •eno 'LLC•' „ . Bidder Name 15801r.G.dddaifif':"Averiue Busimess Address: ..• •• •-City, StateZip! „_ , . . Telephone?wnber Email Address „. State Cotitractor's Licthse No and Class 1/26/199 • • :•• OriginalDate issued, 1/1I/20221,1' . . , .„ ,„ , •. ..• of o 42QZLTtoKL •,.. . .„• , . he 1oIowing are persons, firms, and corpqratons having a paL*nteret n this proposal: . •••• „ _ - Ieaéseftaàlie : • .. _ „.„ - „„„. „ . • .. . , • „. . , • ... . ,„ ,• • , „.•„ „..•• _ „ , Its•-110 at.e4' •fizancially or otherwise, pertbrm Uie contract for the propsed, •• improvements inaccordance withthe plansand specifications set forth. "thf LeCompany Name . . . Sigria . ofn . . „. Whlttn ey S •Contrad6g1'.'iiAtte, Prwted or Typed • • • • 21440:17,- 111 lifth E*41*.;.:,04t00§0,'it;f2.01 0,.;,prdjeklie bidder Ofigrtr*Airei project fir*Okiof similar worl , specifca1ty refrncihg the construction of sanitary sewer linmg installation of at least 1,OGO Ahleair;i1eet projcts listed herein. Listed below the names, addre aidtelephoneirnmbers for three public agencies fcr which the tildifet IionvaintOiL,.suritiat '51 4 • P*Alt4d10.;,`,.. V..diolto:.oritt3,1000.h.:0*NozkOS.P.topaMaliagOlt CotittiOCTAitiO*1(• 1,3*of Work rate ómp1tedi :,„.. . . . PioVide.i'ait4itipg.013.roje4 OpscriptioR Oa.Attvir•Sitt.ti' • -NandIepbone No of PrectManager ,• ConactAiou AT '' Type of Woik The Comprea 00,0p:I ,0roje4vesotipttiniti;416oitt-Iiiiae*o*: 10**:444,AdOtd*-0P.04014g0111414 Name an&Tetepbone No. of PrOct ......... t.: ITyp **k frovido!--otditiopt.projtat;,4etcriotkilip., iow'sirdijg.8,Y20k• • :Bidder's Critical"staff: `, -1sted'belo :oars the names of die bidders proposed Construction Project; anager, and Stpermtendent For each of these critical,posktions,ptease list at least tare prq jects.for which the-critical Staff has performed ,imilar work within the;last fiveAtears These larojects b not` have to be under the employment of the'bidder,of this pro jeet.Bidders ate encou raged'submit supplemental retevant project history ua addttioni.to the pto jeets listed:herein. David BibaY an PE , Larne of proposed J�Zo eet er Telephone;:No°;of proposed"project Manager> (949)939-2979 ..- See Attached Resume and CIPP Experience Prolec Tame contr ct Amount, ` Type;of fork Date Coml letc „ Project Name&;Contract Amount Type of or Dated;Completed Project N e8i'Cont ct tnouut Type o Work Date Completed" Raul Ruiz Name pfp oposed Superintendentupermd.KK T TelephoneNo ofproposed,.S'upe'intendert;,, (562)413.-1617 • • See Attached Resume and CIPP Experience „ .Project Naite cS� contract A a utt 'FYpe.of Work; ate,—omptet lT o jest Name &C ntract Amount, . Type ©f Work Date;Completed Project Nine 'Contract Amount Type,a f VWvr `Date ompleted' . . . wirrty. (.4., ,,w: - , oRNIA-i-DEPARTMENT. cogli— izI,(:).1t:...RE,, ;0e4.1,17...,:,4*-12' ifilti.OAN '47),. .11. .i. d6.j.!(..,),- --7 '._*- a.:.,..,A:Tin.,"„1: iec' ',,,KE... ..,,, „ . .. '''''' ' OriNDVSTHRIA. - ' :: .• . . ,,,, - •47 ;$''' ''.L,-.8'-'-.-,-''S'.,•',..tt"-,4...,'.,,..'',;''.,-.','.'•1-,.!.:,• g-,„', l-.' ° '.--'Q,.'.-.,o.,•.''._.:oi''-,'- n, ,'.1-7'-,--,' .'.4i-. p.--g--''1.-..'..-§.,-.,:.-.,0.4 _--,,;-.:. i-T---.-i C6,„-'-- ..-lI-.-ik',-:o-:'...--',n,- i-a otiA*20,2014,established a.new public,W0 k$;C6-4 49t9ritegIstrati0i-ptegra;w..--C et-----.s--c-.--t,--t .--!n...a.-,..-.--j„,,,:-ia-!,..t-:7 an contractors and subcontractors bidding 4340Peil917nFt work on Public Works Projects to register on at:#1Piarbesii (each.July 1-i*Agk June 0 stats'4001' YelF)-wii the California Department of a.-Relatiods20 il1 CiiteitlYhe 03u4t.hetetnob1g:reatstratibrtep:,--k Contractors-15,$1;0114h contTagtotst whom.4Publc works Qtta has been .warded:s441..„ - • .. :1- .i.,..xirtl,--- tritEr.eivaa.854V , ',. .. , vD/I:L';:'c.:'s"'-7E-'-,1p,n-bti:17..0.1,14;.9,Tb./,SB8.5.4V. aC 51i• ' .et"-....,L-6.-,.'39449-41. littritvww, _,....,,..„,„ ., .,.., „Registration.--,..L.irk.-•:-,,:Call.-(844),522"‘,..,673 Contractor .,_. ,, - : VI-1Vs.001;44 .--,' „,*,s„hremi'',..air` - ',,"., -.•,' -' r' - • '..13IR'S;S Contractor gjAS • eathad#94., ,d:.: dii:ea Registration,soviNv,::,-ceg, : tii.,..4F.ble.dn,. ..,ift.' hitps:ffq-- 'llgt-,-...'• .--- '171:1(a):which states +1,,th!,prolislOn :„ . b Code Section'1''''.-''. , . - 1- ia.,0-0314y170 .',.....,..„,..-- , bid :1:Ara„awar&and...3Y- •„ : ,.. , , . ' proposal, 4halt- = t be tioelitI. '' .-bid b ..., .. .: .--6 iwte-, -' b'efitirnOtOt-s1,---r--'71°: ' ' ., t.---ttet ";or Pligg - .., . contractor or s.,14 c , ' . ,:,;,,,----.?--....4104. .. the Public 013 Q 'code, . . :.:.,.. - • .1-z "4.1PP:.,.'.=-' , .,, -.}i----iTem-eno ofst awn. ;of. definedPu ,•-:‘,.‘, ,, ,„..1„,.‘,-,------i...,,--.„., ,,rdess-"curren47; •• t,cit,,,,,c-requ ,.--- ,. -- ----tx. 'as in this uLA-,2,eti.t .:.r-., . :,.--, „,-- ,s.a.... subject contractAdr.public-! worRiir, .' , ,,,- :-f-172,5";-5,,it J.S110s-.,, i -,4,41iy± . .. ,. , ,,.,, i ur4vont,to,,,a4;:917t.,,...,_ oiitc .,, performance,...•--•••:-,.-.• , i, ,,,i ,„arige4!to,perform POI,,W0...1cP --Y.-submit a-,:bld:.:th4i7.4:41.49P j, ijiegtt,,Ft:6:'t4ij*7'''ak*'' ig.4.14,4!:*ii;47 g.-4i24 ei.„,e.4:c9. :LcOdt6945 ., .i.;-414*16 1,6*,ot:,,j-;pi..6,,I,,,4 cpiii::: -4' Pf-:' --- of theSteinesg,:an&Rrqf0§8Tn '- --- ea.-to',:perf914114114e-:-Wo'. Seetiilix:10-101 ' provided .,6antratidil*teostor , . the' Public Contract Code,,..., .., . tradAs-awarded, ''' -- '. 5- - at , Abe,.the.con ;.,.,..:..-,-- ----, -.. ' - • Sec 'on .5: 01g,-- -: pot**A.fCO3 :PC'------'''-- isitthomore:i Aida.!'09.001 .:!i5fi-', 1*...9*.rt1;I:g,p,-...,,,6:1,..6;f,, - iS tta-tilI the Wil 6115:i, it'''''D IRH.:°s4'beJ*Inar3i contractor, as---,0elLas'iii;:k3:,;,-..-; 0-56"2 tii-dii at'661%74 f submitting '' - thforrn 3.0.0pgacu ,:„.4C.',: .. .- Contractor . : 04 °1- '' OVC1c9 , '-! .;.•3',.'• '"-- ' ' ' :• ViT4411 '' - — .,.., :.-.., - •••.:'',.' .Officer•,'; MOO „,.. ,.. ,.- Data:',.[--gt,ihe--7 :,- -•,,..- •,..-„,. - „ pwc-Rogi4rati. *Al,-::1 000(1090ag ..-•-' . ., .., 'HWY 7:::A 1 i!:',::i! li:]':: ,;:."'''',- -.,. „,., ,;A::.'',445Alit ' r. 'Art iti-A It, - , , --., :-1.''-•s-- :11, '1".''' - ll'' 1' 9 i i 14;tirtlefit.friiil'itf'''''"''',''1"11&VIM' .'!•,..374.747--,:,"--,i1 ::"‘ :-. ,,,,,,:1F, -.,. AL..:,,,....,,,,„ ..,..,:,..,,..„„„..,,:,,•r,,:::..-. i :K'.,.:T;',-,...,:r.A .:'... ''''"''"'"'''r" ' ',.--'''''',•::-...''-' Bd.,Bond . 0NTRA..07,1,0w ...„,..,.,..... ":..., ,„:,b-uRtim. ,.. .„.. .. . . ...., ... e/yon*./0gpt:$10*q.,,00.4,:f.41,- .), „,,L7f:Oe.:;,..;:logotk#0.tc*ipi*.Flpftp*:#$7,70***),!, ,7rtlisArikurnent has' . ..„ „,- ,. , : ,, .......„.....„. 114StrUFORMTECHNOOGiE*MO, 11,:f0440.r, r0.5...0.altf And',,,autOtTCOMParligf: :4ropartanlegali;' - • :„.„,.., „ „., 1.30:•4444iid.:A-,400eC.-:' . '. -''- . . ',Atneilita :- "-- ,., ..,:. :,:c9:44:#,%.!4:100.;*,.• .„ 4;:lteSterfletrk:MLI:630(W i'.0136,_17****S!: iitlit,e1, ,ConsuitatioiCiatt air I*0040,(kgr,•06114 .,...,aPpirt*'fmcsairaigatt, .......,„ . '4'.14.0 fP#1,;:i.,.t.cP' .1011VNERi: ,. . -tdOplettory Of f 0I''-.':„..4' i .,,T,.....r•. it.o..iim..[.d„NotiS..i1..,e..,s...la60„.0.. y, p , 00.,0q".-0460 otttgo030 . Ww*itlir,, iA. ' e'',-e Main 1cweS2Sik CiittattieSdeW Huntingtonge04 CA92648 ch * ot et oy,., sha1coeredpiwaI' 0q,:;OPIIOP-10,• 130#11):Siic:OtIliiiT•0011Nt.4f4*the Amount Bid :, ;,,24:t;:*?..E.1011010,04M4Attkiiiiit Bid). . ,,..PR6,i : rt.,F!tg020,42022f$004ltatiiilg'PrOfZittiO4,169* e.:iviii*teleittiokidOe::7*:',#Oie,o41giii401frotr;:s:004.; .... 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' :,'%, ,-,r,,i,, •,,,-." iDa411:neil ,:i*4143*.:Mvrt;-...,,*,trishtute:: *111!*':. :**4( 7wmai:'' 2*„.1•0..: ' ' .- ,•. . •.'...,..'4. ••.,':•.,••`•,•,,. ... -,•••.,,,,,I,4„,,,;. - :,,,,,„:,, • '-......- • Stake of: Iissour County, ofSt. Louis On,06LQ7 before m .a Not Pu ke in ard,£ said County and State, residing therein,.,dull' comm��s tined and,,sworn, personally appeared Andrea' .. 'home known fv me to be Attorney-in- Fact at 'TRAVELERS CASUALTY ANDSURETY s OMPA OF AMERICA the:corporation described i n,and.did executed:the within and foregoing instrument, am known to me<, to ;Abe the :. •n: 7exe6tt4 :the ;said instrument la i;behalf'of:said corporation, a he,dull' acknowledged-to methat such corporation executed.tl e3 wine' TN'WITNESS WHE EOF,'Y have`hereunto set<my'hand-and affixed,my;official seal;:the day and;yearn stated in this certificate above. ChristinaA. Culotta,.Notary Public GHRISTINA A CULO TA' NQTNTY PUBLIC NOTARY SEAL STATE:OF MISSOUHI :.,: COMMISSIONED FOR ST OU;S COUNTY' MY COMMISSION:EXPIRES AUG.93,2023 my Co 1 mmission Expires ID 93 t 342 s4 swwentittamt,Of6Arnetita 1:Tiailialerstasualtyand Stray Company St, Paut.fire;anct•Marute•Insuranc Company TRAV4E-LERS-4 • . .-.. Ttla1g,PRgAgP44!:;1114C7FiraV.*,*C001,4**•0004P0,00nt CeAke0*. 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' it :::::.._. . ..: . , VAEGION ,,i,b,, ,,hi:: : ,,,,yi:::, ;Stron9erfer Sa Infrastructure' 11NSU7FORT VI TECHNOLOGIES,LLCM... BOARD OF .v[A1'�I,AGFRS A► r OFFICERS: (Content as of 1 fc1 Z2,2922y • '.:ItotiOit Taittiaift NMer be :0o d xo gex .. __...- _ • onta A Bolles VL adfof, anaxs - ,:Timoth J Gallagher: Y, f1Vleznbet; Board N�a+nagecs' .,, • n �£,,,y 3' L." _ �µ B-'"z ti 'fit /it 3 s. �'3�� " P,.._..:s'..,,,,.. � .#elt f,:5.....___.:.a.110-,,:,"'G m Lf' 4G ._; VAI „-;ate & .��'5144.: ,. a 'Dame. tf Burt 1VL 1 eatang; TPresidenf., M • h E. fitesteru Chief Techntai.gyi)f5cer , - _ . _. _ talp - Timothy ±iallaglhee ;l xcecutrr a ViceiPrestden*&Chef inaractal Officer ties. Execut a V.ic&I resjdent, Ch of Legal ifge t Chief# Officer, &Secrets Kent W Ba hoIomew Sr Vice President&. Mststant Secretary .. , , I JO1f,L.. He e)nann, Sr Vice President ,i °`Dolaid.E Iiatce` Sr V1ce-Yresident&Treaswrer, 11 Dennis P vrw .•.. Vtce P e d -Safety _.y �._ t ez�i� i a Mai n 33 eef:*:L4cT"ING.�4ND4TES`l71 tkopo M 0 ' , P,l , • rssttan. Adkins ...-_.._ :, , .. _--,. , ROW- Gtuaen aner.tuss Tattk ause 1} ae .'artri ge ... k tttn e " eC l _.... Ursu[a Youngbtaod __, - - Business Address for Board of Manaeers and Offzcer.s.. 5gO•Goddard Avenu Cttesterfield.MU.63045 Critical Staff Resumes rah a- 4„,e.,..„,. . ...-7.... - ''''''' ."-': ' i ...w _ ` M - =' S + "� f . ^J - r i et a a, ' I CI • t I€ FIBRWR . Insituform The�'ttfuieoE•iiansiruct"omTechnology Technologies, LLC. !a.isftu or me 7Technvloges,.LLC David Bibayan, P.E. 10260 Matern Place Santa Fe Springs, CA 90670 EDUCATION: M.S., Mechanical Engineering, University of Southern California, (USC) B.S., Mechanical Engineering, University of Southern California, (USC) • PROFESSIONAL REGISTRATION: Licensed Professional Engineer(PE), State of California SIGNIFICANT EXPERIENCE: Insituform Technologies,LLC-Aegion—California 2011 to Present Sr. Project Manager and Manager of Southern California operations; Sr. Project Manager and operations Manager for Southern California region for Insituform's subsidiary of The Aegion Company. Responsible for trenchless rehabilitation of existing underground lines for municipalities, refineries, sanitation districts, and other public and private entities. Managing strategical growth and development, planning, forecasting, and execution of projects with P&L responsibility for the region. Managing safety, scope, schedule, and budget, estimating, permitting stages of projects through final completion. Manager of Engineering and Program Manager;2011 to 2014 Manager of projects for variety of capital projects for Brinderson's subsidiary of The Aegion Company for refineries,chemical plants, mining,compressed gas facilities, and pipelines. Sr. Project Manager responsible for scope,schedule,and budget for engineering and construction of a hydrochloric acid plant with a capacity of 170 tons per day, installed in the Olin's existing plant located in Henderson Nevada. Responsibilities included coordination with owner's management team, in-house engineering and design team, existing plant operations management team, outside consultants, survey team, geotechnical team, and the legal team. Also managed and coordinated all permitting activities between owner,outside consultants,and in-house engineering team. Negotiated and managed performance and emission guarantee agreements. Managed overall technical and permitting activities of the project. Bottom line financial responsibility included regular tracking and reporting on budget and schedule. Jacobs Engineering and Construction-Project Manager;2006 to 2011 JOHNSTON GAS POWER PLANT, and OLINDA GAS POWER PLANT; Sr. Project Engineer/Project Manager, responsible for technical management and coordination of major project activities for power generation facilities at two of the nation's largest landfill gas facilities in State of Rhode Island, and California. Capital equipment included Solar gas turbines, HRSGs, SCRs, gas gathering systems,gas compression systems,gas cleanup(H2S and Siloxane removal systems), flare system, HVAC, cooling towers, and emissions controls. Coordination with owner's management team, Jacobs' engineering and design, landfill plant operations, legal team, and investor teams. Seamless coordination between multitude of 3rd party consultants, (water and sewer agencies, high voltage transmission line agencies, survey team, geotechnical team). Coordinated technical support and input to permitting agencies including presentations and testimonies in public hearings. Supported DOE grant application submission to receive$25 million DOE Grant. Provided design and cycle optimization studies. Jacobs- PARAMOUNT PETROLEUM, Long Beach Refinery, Project Engineer. $600 million Hydrocracker addition to the existing refinery, as well as over 150 pieces of mechanical equipment (compressor stations, flares, pumps, vessels, tanks, specialty equipment, cooling towers and heat exchanges). Jacobs-EXXON-MOBIL, Torrance Refinery, Project Engineer. Project included a$240 million EPC project to install two new ESPs, SCR bypass duct,and related infrastructure to meet PM-10 particulate emissions standards. Jacobs-SHELL OIL, FCCU PM-10 Project, Los Angeles Refinery, Lead Mechanical Engineer. The $120 million EPC project involved heavy retrofit to FCC regenerator, installation of new electrostatic precipitators, and associated infrastructure. Fluor Corp; Power Division;Progressive Positions; 1989 TO 2005 MECHANICAL ENGINEERING DEPARTMENT MANAGER; 2001 to 2004 Technical responsibilities included overseeing Mechanical Engineering activities and personnel for all power generation projects and proposals, providing technical resolutions to engineering problems, providing technical guidance to engineering teams, developing engineering standards and procedures, and supporting executive management, marketing & sales, and project management, on all projects. Administrative responsibilities include hiring, assigning personnel, manpower forecast, performance appraisal, and salary administration. MECHANICAL ENGINEER; LEAD ENGINEER; PROJECT ENGINEER; 1989 to 2000 Responsible for mechanical and process design of over 20 power projects, proposals and studies. Responsibilities include: Leading mechanical engineering teams for evaluation, section purchasing and installation of compressor stations, gas turbines, diesel engines and generators, cooling towers, condensers, HVAC systems including chillers, pump stations and heat exchangers. Developed equipment specifications, bid packages, and bid evaluation for such capital equipment and managed their supply and installation subcontractors. - , , _ , - -- hist rin 6 Lo4 --taco - T chnol !g `,L Raul Ruiz 10260 Matern Place Santa Fe Springs, CA 90670 PROFESSIONAL SKILLS • Direct, coordinate and supervise activities of field operations including subcontractors • Supervise field personnel to complete multitask projects; • Coordinate field operations with general and sub-contractors, municipal inspectors, government agencies, businesses, and residents • Maintain records, compile monthly progress billings, and complete close-out in a timely manner • Manage field costs and time to bring project in under budget • Oversee and implement safety programs to provide a safe working environment for field personnel _ • Analyze quality control issues • Oversee resource allocation and use including equipment, materials and labor • Compile and purchase materials and equipment • Engineer new designs for equipment • Obtain required permits • Create, update and apply project schedules to ensure work is completed without conflicts and within allotted contract time. • Review project requirements to determine how and when the project will be completed EXPERIENCE 03/96 INSITUFORM TECHNOLOGIES, INC. to Present 1400 Orangethorpe Ave Fullerton, CA 92831 Superintendent/General Superintendent. Manage activities including employees, scheduling, safety and equipment. Responsible for personnel, accounting, procurement and time keeping. Representative projects include: • City of Huntington Beach, 39,689' of 8-15" Huntington Harbour Sewer Project, Huntington Beach CA.; • City of Thousand Oaks, 6,619' 10-36"—Interceptor CIP Phase 1A-Lining of Units B1,C1, Thousand Oaks, CA • South San Luis Obispo County Sanitation—650'-12-24"-Storm drain Rehabilitation-South San Luis Obispo County, CA • City of Beverly Hills, CA—106,000 LF 6"-15" CIPP Sewer Raul Ruiz Page 2 07/96 INSITUFORM TECHNOLOGIES, INC. to 3/98 1400 Orangethorpe Ave Fullerton, CA 92831 Foreman. Responsible for leading crews in Insitutube installations and reinstating service connections. Also responsible for TV inspections, direct post-video production, and pipeline analysis CERTIFICATES • First Aid • CPR • Hazwopper 40 • Haz Communication Person • NASSCO CIPP • Boiler Operator • Confined Space Entry • Respiratory Safety • Forklift Stamped Designs R � * 1 r 740 £` a Lc. l .v : Ai a3 � x te . _ ' ate. „ 1, � x n a ,a r yok, 'FIBR - RAP' Insltufr)rm The Future at eeneiructian TechnalOgy Technologies, LLC. ",' iii SHANINON &WILSON- June 21,2023 Mr.Damon Horne Insitufarm Tecimologies,LLC 1999 Edison Ave. alesterfield,MO 63005 d!iomepaegion.com RE iNgruFORm CPR OESIGN kVIEW FY 2022/28 SEWER LINING PROJECT CITY OF HUNINQTON:BEACI4,.CALIFORNIA INSITUFORM4 110835, PO* 6877954: Dear mr.Horne: As requested,we have reviewed your...design calculations for the,htsitufom CEPP sewer rehabilitation,project in Huntington Beach,California. Our review consisted of performing independent OPP-thickness calculations and considered the following Insittform.-provided information. * Pipe design thiCkness.calculations prepared hy"InSituforrn for the subject project • Project Specifications,-Contract Documents Specifications anti Standard.Drawings for the construction of VY 2022/23 Sewer Lining Project,CC No.,1728 in the City of Huntington Beach, Part5Pipeline System:Rehabilitation,.Pages E-21 through • Crpr properties summarized in Exhibit L Exhibit I CIPPliesigh Parametetst Parameter Value2 Modukte:(attQrRernii 100.0actsf FlOttrarModtildt(king-terrol l5OOOO pai Flexural Strength 41500<vsi SafetY:FaCtot 2 -140[1:E& i Additional design pararneters are listed intheattrioned calculations. .2 psi pounds per square inch, CA.1.litt`e.cit)a5' 2043 West3ort Center Drive • St. 1.001.4.. 1017soviii 6$146-356.4,• 314 ,69-9.460 • Fax 3,14 699=9661 erwww.shannonwilson,com• Mr..Damon Home ": : . NON&WILSON insituform Technologies,LLC June 21,2023 Page 2 of 6 Project specifications call for calculation,:of the C1PP liner thickness per the following equation, which appears to be a rearranged form of equation X1;3 in ASTM F1216 for fully deteriorated gravity pipe condition. il3 Project Specifications provided equation(incorrect): t 0�721 l ELRivil'E . The equation shown above and included in the projectvspealications is incorrect The ovality coefficient"T"should be in the denominator of the egtiatiort. lnsitufornt's calculations and our review calculations use the correct form of the equation shown below.. The original form of equation X13 is also shawn:below for reference. Equation X13 forin as pro:v ded in.AST F121 lit — [32 R: B " E '4 . :C(ELIID3)Jr Where: I t3/12 Correct rearranged from of equation X1. t=0 7 Project specifications did not provide.a.depth of pipe or groundwater to assume for CIPP design of the 1:5-inch diameter pipes. ..lieu of.tl is".infformat on,we understand that insituform used actual. depth to.invert and assumed groundwater at the ground surface-for the 15 inch diameter pipes. Our review calculation use they design parameters and:assumptions identified above provided;by Insituiorm. Our thickness calculations were performed usg the Modified AUA formula as provided in TMF121646,Standard.Practice for.Rehabihtation.of Existing Pipelines,and Conduits by the Inversion and Curing of Resin Impregnated Tube. In our opinion,the I tsitu€orm calculated mtnunum design thicknesses,Tt i h are presented In Exhibit2 and on.the attached Its tuft rin calculations,arein agreement with our calculations and meet the requirements set forth.in AST ,F1216 for the:listed conditions. The design conditions.(e.g.pipe depth,groundwater depth,traffic loading,etc.)listed on the attached calculations should be checked against field conditions during installation. Shannon&Wilson,lnc.,:should be contacted to evaluate the minimum design thicknesses presented in this letter if°discrepancies between the design,and field conditions are observed. 1 f07-44.03.e-fez nwIosi:leach ,!..s-ter;c ocx 1"10746 Q3 ., .. . . ' , , . • . . , 1, :q:A'j 3:, -,-K3 0- :. . ...-4 z-. ' 0., . --g a t.-: -4,- i- .....„1,: t4:: -8, t --8: --, ,..... ; .- ,,, -4,4,, -,k. di: :•-4-,;,,t ,,,-N,:: :-..., :zit E„,.... ...?.. -,,,. ,,:., II. :-.1,,, t N)a): :0 I - :40: ::? 1 r3 a' s .01:: co . E :(.31. ....3. '',g,..f •ggl . :,..3 . 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Minimum Design Thickness Specified Minimum Manhole Section Pipe Diameter 1.2,3 Thickness2 7740to 7669 a inches 3.6trim. 6.0 tom . . . . . .. . -7689 to 7612 .8 inches 3.6mm 60 mm - . - -- 7612 to 7519 ,8 inches 3.6min e,o mm 7514 to 7423 a inches 3.6 mm 50 mm 7616-10 1520, 8 inches' 8atniti 5-Aiint-. - - ... ..._ .. . . . „ 7526 to 7604 8 inches .3.6mm 6,0 Min: 760410 7659; 8 Millet • 3.6mm 50 Mm: 765916 7660 Witches' 3.5 MOT .0.0Prit .. ., , .. . .. -- ' 7740:10 rr41 alndlOS 35 mm '6.0 mm 7741 to 7659. 8,inches 3$mm 6.0 Min 704440.7846 ainches 16 mm 6.0.min . . ... . , , ... ... „ 7845 to7847 ainches 3.6 mm 60 mm 7847107849 'Witches /6 mm 6.0-ntm 7849 to:7850 8:inches 3.6 mm 8.0.mm 7036 to.7938 a inches 3.6 Olin 6:0 min 193610939 .8 inches 3.6 mm -6.0 mm 7939 to 7940. 8 inches 36 mm 6.0 mm _ . 6034.',to 8037 :8 inches 3.6 mm 50 mm 8037 to 8039 8 inches 3.8 mm 60 mm '8039 we 8042 '8 inches 3.6mm- 50 mm .. . . . . 7887 to 7595' ,8 inches. 3.6mm 60 mm 7995 to 8-130 .8 inches. .36mm 60 mm 8130 to 8'111 ,8 inches 3.6 mm 60'min 8131 to 8133 -8 inches /6'rem 6.0 mm . . ... .... . . . . .. - , . ' 613310 8134. 8 inches .3.6 Mitt 50trim „ .... ... • 8134to 3135 8 inches 3.6 mm , 6.0mm 816310 8216 &inches 3.6 tin q.lion. 8245 to 8219 8'inches /6 mm 60 mm . .. . 8219 to-8222 8 inches 3S Itim .6.a.mm . . - . . , . ...,.. . 9033 to 9007 a inches 3.6 mm tamin 9007 to 8903 8 inches 66:.,wi .6.0r min 9463 to.9391 8 inches 3.6 mm 8.0 mm .1 1,02'.16.33ai.=.5..:'tins...3tpa 5,.;s4./..Przli,r.A.,.., 4,-..e... 11.0746-030 Mr Damon:Home :SIB 8 insituform Technologies„LLC. Jt.tne 21,2023 Page.5 of Minimum Design Thickness Specified Minimum Manhole Section Pipe Diameter 1.2,3 Thickness2 . 9397 t64321 8 inohes 16 mm 6.0 mm 9486 to 9407 8 inches 10 6.0 mm `9407 to 9354 8 inches 3:6 mm 6.0 mm • 9354169340 8 inches 1.6'mm 6=0 mm :934.0 to 9286 8 inches '3.6 mm 6A0 mm 9286 to9230 131itehes 35,111111 6:0 mm 9230 to 9111. 8 inches 16 mm 6;0_rein 5171.to 9110 8.in hes: 3.6<mm 8.0 mm 9286.to 9312 •8`inehes 36:mtri 6.0;mm . 931210 93317 8 inehe& 3.6:mm 6:0 mm 9317:o 9318 8�inches 3 6 min 6,0-mm; 831510 93'i5 8hcres 36 mm :6,0 min. _ 9246 to 9312 8 inches 3:8 mm .6.0,min 9246 to:9244 8 inches 16 mm 6.0 min. 9244 to9243 flinches 36 min 6.0:mn 9243 to 9242 8 inches 35 min 6 6 min ,9364 to'.9384 8 inches 3:6 min 6.0 min r 9384 10435 8 inches 3 6 mm 6.0 min $438 t0=9438 8 inures 3.6:mm 10 min 9438 to�9437 8 inches •3,6 min 60 min 9437 to 8436 8 inches- 3.6 mm 6:0 mm , 9436 to 9434 8 inches 3 6 mm 6:0 mm • 9382 to 9381 8 inches .3.6mm 6.0 mm 9.107 to 9132 8:1nches 3 fi min 6.0:mm. 9132,10 o26; fZinches; 6:1 mm 8.5:mi 9326to 9480 , 12 inches 6.1:min i8:5 mm 9480to:9646 12 inches 6.1 min 85:mm. 646 to9684 12 inches 6:1 mhi $:6 min 9684.to 10.750 12 inches 6:1:mm 8.5 mm 91.70 to9169 15 inches 5:9 mm. 10:7 min =91.69 to;916 ' 16 inches 5,9 mm 10 7 mm 9167 to 9:168 15 inches :5.9 mm 1i?7 min 31 74 O nt.:=b . :,zr....xs?,1.:rdo..x 110746-030. Mr,Damon Horne gir,'"''.413 SHANNONMILSON. Insituforrn Technologies,LLC •June 21.2023- Page 6,of 6 , . . • . Minimum Design Thickness Specified Minimum : Manhole Section Pipe Diameter 1.2,3. Thickness2 0188 to g242 , . t5inches 5.9'MITI 10.7 min . . . „ ka TO 101 9381 to 94.16 15.inches 41m. . „ 10751 to 10044 15-Inches 8,4 mm 1'0.7 mm 10054 to-10,11: 15 inches 72 MITI '107 mrn . . 10111,W.10127 15 inches 8.7 MITI 10.7 inm , ,.............._____ Koltsf 1 .0100 that ttla'specificatippa may['quire a greatarittataiiad tflickriess Then the caroutatect Minitnuth design thicitnes's. 7 iTftll.=iiiilliineters 3 $neeificationsrequire to adra 15%1hidknest to comperisatelor resin migration/seal totarto filtjoints,cracketor detettorated.pipettnes. Please call us if you.have questions'or 0241m.--,-ents-concerning this project We appreciate the opportunity to be of service to you. Sincerely, SHANNON;g, WILSON, t1/4 0:ES5'6eir._„. ,1,,, No.„C63Ma cc , , 4 4 6/21/2023 Roberto.T.GtaarCtiA)l'X,.. Vitt Preeidett ,.. .. ... , , ., •DPMNIVICaNttacl Enc. CIPP Thickness Calculations by InSitufonn Technologies,Inc. Project Specifications—Contract Documents Specifications and Standard Drawings for the construction of FY 2022/23 Sewer Lining Project,CC No. 1728 in the city'Qf Huntington Beach,Part5 Pipeline System Rehabilitation,Pages t-21 thio.ugh. ..=31, a 1§nr,Eugene Zaltatnan,irisitufortri Tedmologie4,1LC,ezeltsroan wgion.corn . .. t 1 0746-o30 Insituform Technologies,1170. , t:ttant Gityr of Huntington Beaetti k n .• I asrt9fzs" Project F2i}�8"ewertyning:Project Resins a • " `44 ,� y1 1:ccaticn;Hinitin§ton'Beacil CA'r. 2,.,.: �n�„ -- • F., -�� N,.._ ..OH.,__ COMPOSITE PHYSICAL PROPERTIES :4Myi:e s, duct utra;M Els.0 al llodaipa: ' S i..si Ftexuraf 3hengthr 'F4 F16606l 1664u166 Rpbnt foq.ta AEeou06* 3ii Safety factor > K-enhanc5mer1G3act4t °'' _.-7:- r-Pcbado'a-Raikr. i 1„i;9.3. ot.3 ypicalfor:lnattaform;ClPPI .FIELD INPUT' • Manhole Diameter.Existing •Ovality Length ' Depth. Groundwater SOO the:. Iuinimum Pipe . invert laved': :liAodufus' Oesl9h . . , :;04ndltign 'ThIalaiege SEG .fJpi9am Qovrriutregin Streator RR 4317:dr,PD.• % 'ft i ft It pei 11WY nm: 14 • 1290 1338 a;I:C,• R .. 14 260 . .5115.11 'x-7m.: E.1400 .. 16oa0 d 3.8 2 1838 t369 t4N`8'`91 t"xEQt.,. $ 286 1plCt '7'[4-•qt06e °1400 g4:0 3.8, g • °1359 13g2 • 8 .,11 2 280 �� 10;0� ��,«,t'1 k.'tt?00" 11 ,.. 0 36 .. ..4.. .. ., . '1505, ........ .. 1541...... . 8: s„r���`i 2.. 254. . 10.D:% ,:41p i�`y s iao0' :�16gf9k #4�0 ': 3:8 - . d '� IS�.i, 136q..... 8i• . � � '-��©^2 "�,,_ 192 `'10'0A friA� � 1000'�';^tfi8000a A `�0�? 3.6 $ 184 �# 84 • 1583 , 3�.. z )2 a • .g29 135 f) a 1'�'1OOD- '16000 ,T l'iiC k� 8;1 . 563 1582? i 12., a`E•0 2• °:' 72 : Lr D fs t w-_1'005N „"16080 ' '."it sa: 8.1 _.8 • 1582 .. . ...1681.. .12= «:iWii 2 105 : ^',7i'ItC1 ic. ,-: 110 .`r4800'.:,,, -:18D0D.; 11. " 8.1 - -9 . 1581 . ..._. 1580• . i'tt O ED 150 .:*0 r 1D00 18diia - - .tr et 10....i 1543 1585 I 2 : 269 rt(thi 7 .'ioW 1 ... •0 ...s:e 11. 1472 5509. ! r 1g4., .281 :- 1titt:x 77'Oa. 1410q' •...16000' ,. 0.7 m6:.... • 12..' .1509 1567' • 6:,;_ K< 2,a-•^ 513 �1�1 t .?7' ,: q0 4*,1t1OOq'.< ..0 35 • 13• • 1588 4587_ • 12, _E*e.a ''2,. 25$ ia' e'k 110 488-ka 19O0S 0 8.1 • 94 ' 1587 • 1585 [6#4.,, , ¢'a; i 341 k1449it 11'0^ 1550 *6460 n;„:'s.,f' 6:i . 113 . • i565._. .. .. .. 158C. Gi,r;'i2a,xY °z q 4•2,e,F«.^ 330 t i4:R 115 •`a100l >^.°'15100:, `A;• ' 8:1 16 . 1634 1647 °Bi EDt 1w"� 237 4/1 at f088.: .,,,i8R04 0v.. 3:B 17 177s 1715 :,,,5$,». p 2 ..>, 270 11>R # 7h 11100" i66D0 D 36: 18 •; 1715. :1877 • • 8 .!•E 2 273 100 a. C , i0011 16000 0. 38 ''19 1677 _ 1678 8'. 1,�la Mr: .2. 147 „10A -tee i, I,`..,,1005-,M'cii$343,A' '.tF ._ '3:6. . :20 ' 1s78 .1674 ff- ,s F, ”-. 2 121 =100 .A I % .: I00f 10i8i 0 3.6 :21 1670 is64. 8 2 374 "10 t1 e 5 1080 a a 4tnh0D 0 k1 3'.6 :22 . 1774 . .-. "1711' 8 2 27i 10 0 e ` ?. .i044«1'. 6000'r a'2' 3.6 . 23 171.1 . .. 1879 . .. 8 .; • A ��6 2;: 269 100 " o 7e a 1000HH1.160O05 T.y '0 s a' .5. :24 1852 1851 S�8 e ��P 2s: 224 � ^100 �. a 'WO� D� -i �t 0 3.8 .25 1683 'i 1881 _... �8 � ''� .`22X z•1G.9' 1*00. .a y 0>'�x_ 3.6 • 26' • . 1713 1681 164 FO 1;�a . 283 v 4:1.0 12r fr15 9 11000 ti 0 3,8 . 27 1681 '1651 s"eH ya"1« ,,.,.:fi4 ,',. 257 10.0• ,- 7:7' . b00 '(6888.r.�as,a€� � 3.3 29': : 1661 A623 .., 1 6' .i FD :2 .. 255. : 1O `l T 7 .41ddp ly1i000 i* 36 29 3437 3463 sS :: 1l3.:1 z r 137. 1130 4 7'7 10001�4H16 t0' 01 .$ 3.6 30: 3403 3325 005 s K 10 220 �id't .7'7 ip93. e,16oa fa 3.8 • 31_. ... 3325 _.. 3188.... CC� 1 H Ely- 347 , a.tt`140 1 0 '' D 38 32 7749 7669, . i �=s . 'meµ, .252 Vj` .a '' -t >;1000 'i60001'"'r�'." .Q.,... 3.4 . 33' • 7659' .' 7612 ,fiCV eg Frl 2 '252 10 tl a 71 1000 16000 a .'q i1 . .. , ;3:8 I 34 .7812 '7619 ,,�'« FFy " 2 253 ;��` ����° �'1800�'�»t6f7W"� t1" .:1 3.8 ." 35 751S. . . 7423 I M t,, r••2" 284 1: 1i 6: T;Ti.y a'. 40 W y 3'pi8o30, :04s .I28 :.36., . :7519 7520 . . ...,.,t5 i ..ittit s2, 2 253 * is0 "`1' ''7,Z e''v ?i'100i1c`&. !u46005 "::f <9 <r; i 6 3? :7520 . ....7604..- . . 1¢ 4 .H > . 24. 217 '^; . <v.WHAe tcitit' '''L600.' ;D 3.6 :7604 ....7659 �.s,..,6.,., , 2: 2.15.. F 38 ' 100 7' � 4 0. �i8.� ^� R8 ; 't 108i� �1600 :� ' 39 .7669 ,660 4 9 Ety `. 261 <1D.0 7i7`,r F 10i1 ' { 6641t..f, «w 4 .3.6 40 7740 7741 . 8 7RFD' 2 254 10 0 77` 41 D f 040 a'f -IA- 44 7745 .. .2859 ,:',,.....:Fu"t3 '- 324 "• 10 .0 ti.. 71 .. 18o-ke4ziita0Y=1 ,. '«s 3.6 42 7844 7845 6 Qfy. °v pia 264 10 0. 7 7 1090 E600i .E 3 8 43 ? 7845 7841'` ...... i' -;. ,,. 2' ,, 331 `Itifti 'k.. 7 T`•. ;; 14.09. 2600te -, 0 3.8 44 :. 7847 7848: igttii+,. F0 2 330 v z: 1U.0 ', "v I7. 1 16000 i,44 5 16.... 5 tr 19tt000 aS 3.6 45. 7849 7860: . •1 FTy 2+ 214 100 77 10Q0 46 3 7936 7936 8 s 'i 2* EC1, 2 .. 248 . at 3 ; 1000 "e 16091f 0 '. 3.6? 47 •. . '7938 . . 7939 k:',.4 «110315% :2 -. ,331 `y 1;0 ::`". ,11,;.„ ✓,100I1 ;i ,16000",, " 11.,.:i• 3'.8 , . . ..... • , , ,.4;r•42 t.:3* ;; i',Ni *X. '7,,^Yi:Sli'-f - ',:',7, ,,-e'14 e 6# :::'7;::: ':ilii.'': 4.4' '4'17!1?;.::::;(?a;71:-;-:-!:,1::: i 1:g4,..1'-''.(1-'1:67,.: !!1311 ;;;- -4,.i,' ',6`: .7 ,,e, 6.. -g ! ,,,A. ,g..6 1 , j.,,,gta.'#, -gilzter --.„-----/,;-,----,- -i,*ga .g..,r4'' 4:1',-4-'t: Eli E ' rl qi''gi:7e: glIAIiit', .r, 7!;., '':2 6,AlftVf,',7 - r .:', ,4 4 !•,,I,v, ii;;#a• ,, iti 91 , ' !,':',•:,,:° :,,;44,,.4 il V lg 6, 3 v . ,,ta ii 8 --2a0,1 -44t14i'.0. 11w -'r,t".-7 .;Z:A144t-iiit.111, f-;t2I'''111 - lE:JACP1- . I 1 t 1 14.to il:0 1!l!,•!' ',1:'''',7,ti 'i ,,, 4.,,, 1-..' .:-1,17,!:--_;'-',:',1',-;'1A.;,„t:i li , iiILE-'44 ,11- 1.1y4,14gt!'7,7g, f4, !'-' $1-4117'tg'T'e 'l , m - ltgi%4',7'4:AtTY0,'',A ,g',tg't:--2-f-2',Y ,02*aV:W7Cy41 -- . itillfi 'jei,T'fZtilW-7--t1J- :;,.i:.'k:P-fff , tal*I‘'17::',, :;, - in . v... 1 ---"-..' -9,',--t''''t.r,,,-,'1,•., ,P ii A,:kta I;:r4, '*,:44.41.,,r,!4-'.'F-,i,'--;•=--: . ,, :6A g.:,,,,41 ,-,. !.1V- i;ti t P';III t 2;',1 1--cTs AlYg'.2k#P41ill-k?4: 11.4:it ';..1#--6...,777, 4',.'-- ttLg .' '-::::,'A-,7-7 - - . 6t.- 04R ,1 " ,a.-6 4' t'L`'''''-:'a, '- " A 3 ' , , ,r-'4 ''',7' -'1 A' k".1,4,'`.,,,-i:', z•4,-:'--' -,;*- 44*,.-tPAI":"' t ;-4'- § —1kr4t444'4A4 ', Itt1t:I'elV4114. t 1 0 14'.!'77.73',g : ,g.-t.' 1! -.- z 7' - ottP4,,,,f:i',ititiT';: 1- " rR,,,i',61,,iit* ---,F.,',,,,,;;qt,i1,41f;:;!ii 4.il,',..!'i'd 4'•#,-'0,77-',!'::,-t-'4\-'-i'''s- ' d :-_- z az. 1.4.A:',::::, 'J.-,4it!' '‘-,.F0-r,- ''.- e*Ti 1 4,51trik•'..-.!-';';';',':'''4..,,,%;:Z,i5,i'i;');0,''' M V''.:''..i:.'..',:,' i°:.>-4'- ;' 0 6- 8 z I 8 'a'P- 91:e 2,1 '5,:'•:'il:',i It .:1''''' .;F:f R.,7.4'.A- VI'"0&T. '''..,Z..'''''''''''-^ :6, ., 0 4 A 1 i i g :.13' . _ , .. . .v- , 042... . 1 kti.44.1.*6 -'" , ,.... .. - z 1 :, .4, g LIZ 0,a)' R A- g P k• ' i 1 1 ti 11 4.tr= PART 5 PIPELINE SYSTEM REHABILITATION SECTION 500—PEPELINE,MANHOLE AND STRUCTURE REHABILITATION 500-1 GENERAL [Add the The Contractor shall field verify the existing pipe's diameter at the.inanholes and lengths prior to ordering liner materials. The-(..;retractor shall notify the Engineer of any discrepancies: between information obtairted in the field and project specifications. Installation of the sewer lining shall be performed,by a Contractor licensed by the manufacturer/ owner of the process. Bidders are required to submit copies of such licenses with their bids. A bidder's ran=pa do SO shall render the bid rton-responsive. 500-2 strmirrrALs 500-3 CLEANING ANT PRELIMINARY INSPECTION 500-3.3 Cleaning. {Replace with the following* The Contractor shall use High- Velocity Hydraulic (Hydro- Cleaning) Equipment (per subsection 500-12.1.3)to clean-the pipelines. The Contractor shall assume that the pipes require normal cleaning, three passes minimum If the Engineer orders additional cleaning, the cost for the additional cleaning shall be paid per bid items 11, and 12, after the initial cleaning and inspection. The pipelines to be lined are available for inspection prior to bid via video CCTV inspection records at the following Has: https://huntingtonbeachca.govigovernmentidepartmentstpublic works/Bids/ httpeihmur %nbeachca.goidfitesinsersipublic_works/CC,1694-FY-20-214ewer- Thspection-Video-List.pdf [Replace the last paragraph with the followingl. The Contractor shall use a vacuum truck or approved equal to pick-up all debris before it can continue downstream. The Contractor shall dispose of all debris removed from the pipeline, in accordance,with current applicable regulations. Any haardous waste material encountered during the project shall be considered as a changed condition. Refer to section 3-4 in Greenbook. E-21 It is the responsibility of the Contractor to,take adequate measures to insure that no debris is allowed to enter the District's 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 Contnetor and no additional compensation will be allowed therefor. 500-34 Closed Circuit Television(CCTV)Inspection. [Replace the second sentence of the first paragraph with the followingl. Unless otherwise specified,original videotapes/fta&drives of videos,log sheets and reports shalt be submitted to the Engineer within two(2)working days from the date of video inspection and will become property of the AGENCY. Progress payments will be withheld pending receipt of any outstanding videotapes/flash drives,log sheets and repOrts. [Add the following* If the CIPP alternative is installed,then the folloiaTing shall apply. The post-lining inspection shall include looking up all laterals that had roots identified in them on the pre-lining video to verify that the resin has not runup the lateral and combined with the roots to plug-the lateral. The pre-inspection and post-inspection video will be performed while the upstream lines are plugged or bypassed. The line shall be dry except for flow from the laterals in the section of the line being televised. 500-3.5 Host Pipel Testing. ,500-3.6 Measurement 500-3.7 Payment 500-4 PIPELINE POINT REPAIR.AND/OR.REPLACEMENT 500-4.1 General. [Add the ftillowingi. The Contractor willnot be responsible for rnAking point repairs under the provisions of this contract. If the need for point repairs is established while reviewing the pre- lining inspection video per 500-3.4 the segment or reach requiring the repair will not be rehabilitated-under this contract unless given approval by Engineer. Payment for cleaning and the pre-lining inspection video shall be considered to be included in the contract unit price for each lineal foot cleaned and inspected and no other compensation will be allowed therefor. When it has been determined by the Engineer that a void exists around the outside diameter of the host pipe that does not require a point repair,the Contractor shall field mark the location of the void on the finished surface by calculating a distance from the nearest manhole to the void and marking the area clearly with paint The Contractor shall make the required access/insertion hole for slurry backfilling of the void after the installation of the liner has been successfully completed. E-22 to provide additional protection of the finish product. The cost for such work shall be considered extra work and paid per 74. When it has been determined by the Engineer that the base of an existing manhole re modifications for the acceptance of the proposed liner. The Contractor shall make the required modifications to the manhole base so thatit-will resemble a standard AGENCY manhole Manhole rehabilitation,will require at a minimal core drilling through the manhole base,reconfiguration of the manhole channel and installation of approximately six lineal feet of VCP sewer pipe and appurtenances, size to equal existing Main line and one(I)sack slurry•backfill the excavation to within one(1)inch below the existing A.C. section or within four(4)inches of the original finish surface and capping the excavation per current AGENCY standards. The'cost for such work shall be considered extra work and paid per 3-3. When it has been determined by the Engineer that the host pipe cannot be successfully lined because of a clean out The Contractor shall remove the clean out including all existing wyes and other sewer pipe fittings as required,for a successful lining installation. After the host pipe is successfully lined the Contractor shall install a tight fitting plug or stopper in the line and one.(1) .sack slurry backfil the excavation to Within one(1):inch below the existing A C section or Within four (4) inches of the original finish surface and-capping the excavation per current AGENCY standards. The costfor such w•ork shall beconsiclered extra workAnd paid per 7-4. it is the responsibift of Contractor to take adequate measures to protect existing gas flaps in District manholes during the lining process. If it is determined by the AGENCY and/or District that the gas flap has been damaged it shall be fixed orreplaced to the satisfaction of the District All costs of repairing or.replacing the gas flap shall be borne by the Contractor and no additional compensation's/gill be allowed therefor. 500-41 Materials. {Replace the section with the following;j. • The repair pipe material shall be SDR-15pvc'and.shall complywith.207-17. 500-5 TANING 500-5.1 General. 500-52 Service,Connection Locations 500-5.3 Sewage Bypass Pumping. 500-5.4 HDPE Solid Wall Pipe Liner., 'Delete the entire subsection}. 500-5.5 Cnred-In4lace Pipe(CIPP)Liner. 500=5.52 Material Composition and Testing. [Replace-second paragraph Withthe following:I. Minimum pipe liner wall thickness: E.-23 The minimum.liner's wall thickness shall be verified•-•as calculated per ASTM112.1.6(ASTM Appendix XI) and not to be less than 0.24 inches(6 mm)thick The physical properties listed below shall be used in the ASTM F 1216 calculations Unless otherwise demonstrated by the calculations(C1PP only)the minimum liner wall thickness allowed shall be 0.24 inches for 8 inch, 0280 inches for 10 inch, 0,336 inches for 12 inch,and 0.420 inches for 15 inch. 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 and the proposed manufacturer's resin cut sheet that meet requirements on Table 500-1.4.2 (A). If the calculations and resin manufacturer's cut sheet are not included with the bid proposal,the bid shall be considered non-responsive. Mean Diameter(I))=8”, 10",and 12" Depth of pipe(I)=Assume 10'for and 10", and 15'for lr pipe. Height of water above top of pipe(1184=.Assume 7'for 8",and tr,and 10'for 12"pipe. 1-120 highway loads Soil Modulus(E's)= 1000 psi Soil Density= 120 pcf Enhancetnent factor(K)='7 OvalitY (q)2% Factor of safety(Isl)=2 Flexural strength (at) in accordance with ASTM .13790, Provided by the proposed liner manufacturer„ Instantaneous flexural Modulus (E,) in accordance with ASTM D 790. Provided by the proposed liner manufacturer. Long termn Flexural Modulus (E 1.,)in accordance with ASTM D 2990. Provided by the proposed linermanufacturer. All other vatiables are per accepted industry standards or per the proposed liner manufacturer recommendation,whichever is greater. To determine the thickness(t)of the proposed liner the following rearranged equation shall be used; (as determined b 4 . • • See chscusston 1./3 tetter t=0.72ID (R1-4•C-1-- ELRwirrs , If the pipe liner process requires a thicker DR for the site, or existing pipeline condition designed with a 2 to I safety factor the Contractor shall proVide the thicker pipe liner. Cured-in-Place Liner (C1PP) designs shall use a minimum of 15% extra thickness to compensate for resin migration/seal factor to fill joints,cracked or deteriorated pipelines. The side of the liner exposed to the sewer flow after inversion is completed shall have a layer of polypropylene or polyurethane coating bonded to it, with a minimum thickness of 0.01- inch and shall be pinhole free. All seams and patches in the coating shall be inspected and the tube sh&!be tested to verify that it is pinhole free. E-24 The factory test results for each length of felt tube to be installed shall be submitted,to:the, Engineer before installation. The tube shall be manufactured to a size that when installed will tightly fit the internal circumference and length of original pipe The felt tube shftll be continuous and of sufficient length,to extend the entire reach(from entry to end or exit point)to be rehabilitated. No joints or overlapped layers that cause lumps:in the final product will be pethlitted between manholes The factory test results for each batch of resin shall be submitted to the Engineer before installation. Testing of the installed CIPP liner is required for this prOject. The physical properties of the installed CIPP liner shall be verified through field sampling and laboratory testing As approved by the Engineer, An 8-inch long sample shall be cut from each section of the pipe liner that has been inserted thrOugh, a tattle diameter pipe mold, at the upstream and/or downstream and any intermediate manholes in accordance with ASTM F 1216. One sample,shall be taken for each installation of pipe,liner. The samples shall be tagged with inforMation including,but not limited to, the location of sample(s), date, pipe diameter and written verification by the AGENCY% inspector. The sample shall be submitted to the project Inspector and 'tested by the City in accordance with ASTM D 2990 and ASTM 790 to confirm that the pipe liner'conforms to the *minimum requirements of Table 500-1.4,1(A): The Contractor shall be responsible for repairing non-'complaint pipe liner in accordance with 500-1.4.8, Payment for testing shall be considered to be included in the price bid,per lineal foot lined and no other.compensation will be allowed therefor. Resins must comply with this section and Table 500-1.41(A). Epoxy or epoxy-vinyl- ester resin:shall be approved by AGENCY and the use of a polyester resin will not be accepted. $00-5.5.3 Resin and Tube Aeceptante. [Add the following* The contractor shall designate a'location where the uncured resin,in the original containers and the unimpregnated felt tube liner shall be vacuum impregnated prior to installation. The Contractor shall allow the engineer to inspect all materials and procedures. The Contractor shall pay all inspection costs:required for this wet out process and shall include this cost in the,bid price. 50045.5A Chemical Resistance Testing. [Add the following* Chemical resistrnce testing for CIPP liner system:shall meet.requirements of ASTM F1216, Appendix X2. CHIP samples for testing shall be of tube and resin system similar to that proposed for actual construction. Proof Of meeting either of these requirements shall,be provided with the bid. A bidder's failure to do so shall render their bid non-responsive. 500-5.5.5 Installation. E-25 [Add the followingl.. The quantity of resin used for tube impregnation shall be sufficient to fill the volume of airvoids in the tube with additional:allowances for polymerization shrinkage,stretching during installation and loss of resin throntgla cracks and irregularities in the host pipe. The Contractor shall use either an end-stop or hold-back mechanism to prevent the felt'tube from extending into:conduits,which are not to be.rehabditated 500-5.5.5 .Curing. [Add the-following:1. The heat source shall be fitted with monitors to gauge the temperature of the incoming and outgoing water supply. Another such gauge shall be placed between the impregnated liner and the existing pipe invert at the remote maintenance hole to determine the temperature during cure. The time required.to cure is a function of the pipeline section diameter and length and shall be determined by the Contractor in accordance with the lining manufacturer's instructions. The Contractor shall be responsible for determining When:curing has been accomplished to meet the specified properties: Care shall be taken during the elevated curing temperatures so as not to Over stress;the fiber felt.liner.. The cured liner shall have a smooth"finish.inside. Any roughness that may affect the hydraulic conditions shall be removed by sanding or trimming the"fins"or"folds. The Contractor may either apply a sealant compatible with the material to areas where sanding has taken place or reline:from manhole to manhole as approved by the AGENCY, After the cool-down period,the liner shall be cut off in themanhole. The cut shall.be smooth and parallel with the manhole wall. The finished liner shall not protrude into the manhole over two inches. If the manhole s been lined through,the top half of liner pipemay be cut off even with the top:of the shelf leaving the channel lined and shall'not extend above the shelf... 500-5.6 PVC Pipe Lining System. [Delete the entire subsection;]. 500.5.7 Deformed!Re-formed IIDPE Pipe Liner; [Delete the entire subsection:I. 500-5 8 Fiberglass Reinforced Plastic Mortar(FRPI Liner Pipe. [Delete the entire subsection: . 500-5.9 External In-Place Wrap. [Delete the entire subsection:], 500-5.10 Folded and Re-formed PVC Pipe Liner.: [Delete the entire subsection:]:, 500-5.11 High Density Polyethylene(HDPE)Spirally-Wound Profile Wall Liner Pipe. [Delete the entire subsection:1 500,5.12 Polyvinyl Chloride(PVC)Closed Profile Liner Pipe. [Delete the entire subsection* 500-5.13 Spiral Wound Polyvinyl Chloride(PVC)Pipe Liner. [Delete the entire subsectiom]. 500-5.14 Ultraviolet(UV)Light-Cured Ciired-in-Place'(1.:TPP)Liners 500-5.14.2 Materials [Add the following paragraph]: Testing of the installed CIPP liner is liner is required for this project The physical properties .of the installed CLPP liner shall be verified through field sampling and laboratory testing as approved by the Engineer. An 8-inch long sample shall be cut from each section of the pipe liner that has been inserted through a same diameter pipe mold,at the upstream and/or downstream and any intermediate manholes in accordance with ASTM F 1216. One sample shall be taken for each installation of pipe liner. The samples shall be tagged with information including, but not limited to, the location of sample(s), date, pipe diameter and written verification by the AGENCY'S inspector. The sample shall be submitted to the project Inspector and tested by the City in accordance with ASTM F 2019 and ASTIvl D5813 to confirm that the pipe liner conforms to the minimum requirements of Table 500-142(A). The Contractor shall be responsible for repairing non-complain: liner in accordance with 500-1A.8. Payment for testing shall be considered to be included in the price-bid per lineal foot lined and no other compensation will be allowed therefor. 500-6 END SEALS. 500-7 ANNULAR SPACE.GRO G. [Delete the entire section:]. 500-8 SERVICE CONNECTION RE-ESTABLISHMENT„ [Replace the first paragraph(non-inclented)with the fonowitgl, All protruding laterals that are encountered during the pre-lining inspection videotape shall be ground as close to flush with the host pipets interior as practicable prior to insertion of the liner. Payment for grinding protruding laterals shall be considered to be included in the contract unit price for each lateral ground and no other icon pensatiort will be allowed therefor.. All costs for required point repairs or excavations made for the service connections Which are found plugged by the rehabilitation process,shall be paid for by the Contractor. E-27 To prevent maintenance problems such as roots, infiltration,exfiltration, or loss of baCkfill material into the newly lined pipe, all plugged service connections identified in the pre- lining videotape shall not be opened unless specifically directed by the Engineer. Service connections shall be re-established as- quickly as possible, not to exceed the next working day,after completion of each pipe liner installation,refer to 6-7.2. It is the Contractor's responsibility to determine if service(s) require bypasses to provide for a successful lining installation. When the service connection is re-established, the invert of the service connection shall match the bottom of the reinstated service opening. The service opening cuts shall conform to the shape and size ofthe inside diameter of the existing service connection. The new edge shall be smooth and crack free with no loose or abraded material. The Contractor shall be responsible for all coupons (cutouts, cookies or residual pieces) generated by the remote control device used to re-establish individual service laterals&Hu within the sewer pipe The Contractor shall use whatever means available and acceptable to the Engineer to capture the coupons at the nearest downstream manhole Approval bythe Engineer does not in any way tell Contractor of the full responsibilities provided.for in thin Section. Each coupon shall be physicallyremoved from the manhole,and counted in the presence of the Engineer. The number of coupons removed shall,equal the number of services re-established, lithe numbers do not equal, the Contractor shall make every effort to locate and capture the missing coupon( )even if it has traveled downstream of the initial work area. Payment for re-establishing service connections shall be considered to be included in the contract unit,price for each lateral opened and nia other compertlation will be allowed therefor. 500-11 MEASUREMENT. [Replace with the followingl, Unless otherwise specified,the liner will be measured along the longitudinal axis along the finished surface between insertion and exit points(manholes,excavations)and shall not include the inside dimensions of any structures. 500-12 PAYMENT. [Replace with the following:1 Payment for lining completed wilt be made as shown in the Bid. The price paid per linear foot of Pipe lined shall include full compensation for furnishing all tabor, materials, tools, equipment,apparatus,and incidentals for doing all the work required including the post-inspection video. SECTION 502-A/IAN-HOLE AND STRUCTURAL REHABILITATION 502-1 General. [Add the followirtgl. It is the intent of these specifications that the manhole to be lined shall be completely sealed and protected by the specified IMing, without ground water infiltration. The liner must be continuous,without seams,free from any holes or defects,and completely bonded to the existing E-28 structures: The Contractor shall furnish all services,labor,materials and equipment necessary to perform the work at the locations specified per the contract.. All Work shall be performed without restriction or interruption of flows, The AGENCY may require testing of the materials and methods of compliance with these requirements prior to delivery to the job site and/or prior to acceptance'depend:Mg-upon the alteinate,selected, The contractor shall submit a detailed catalog of the coatingproduct and the manufacturees recommended procedures for performing the work,*:the pre-constinetion meeting. The Contractor shall submit shop ,drawings per subsection 2,5.3 showing the type Of proposed bypass system to be used during the manhole rehabilitation process. :It is the responsibility of the Contractor to take adequate measures to insure that no debris is allowed to enter the sewer system. If at any time debris does enter the sewer system, the Contractor shall clean the'Sewer Valera to a point downstream as :determined"by and to the satisfaction of the Engineer. All costs associated with the cleaning of the sewer system and the removing of the debris shall be borne by the contractor amino additional compensation shall be allowed,therefor. The Contrattor shall provide tiaffic:control per•section 740. manhole steps shall be removed unless otherwise indicated by the inspector or engineer. Contractor shall apply Air Placed Concrete (APC) per 5024.1 to repair interior surface of the manhole lithe steps are removed. All costs associated with the removal of the manhole steps Shall be included in the price bid for manhole rehabilitation and no additional compensation shall be allowed,,:therefor, S02-3 CLEANING,SURFACE PREPARAnoti,..-AboolsrtutioN. [Add the'following:]. Contractor shall ascertain .actual field conditions by observation and inspection of the manhole. The surfaces to be restored are the watis of manhole&writhe top of the chimney'(rim)to the base,including the shelf, All interior surfaces shall be water blasted to remove all deteriorated brick, concrete, or any existing coating until a good grade of brick or concrete is exposed. All grease or residue shall be removed dufing the surface preparation. Prior to the APC placement and the polyurethane liner, the Contractor shall stop all leaks (waterproofing) in the existing structure. The method used to 'stop the leaks shall be at the Cdtitractoe$option as approved by the AGENCY, The AGENCY'shall not.h e responsible for any approved method for stopping leaks, which fails to meet the etiterie. All costs associated with waterproofing shall be included in the price bid for mai:thole rehabilitation and no, additional compensation shall be allowecl„therefor. 502-4 REPAIR,RESURFCAING,AND. ACTIVE INFILTRATION -ELIMINATION. $02-4.1. General. [Add the following* E-29: The Contractor grail use Seaton 100, TuffStuff; Zebron„Utilithane 1600, or an approved equal Durathane 100 type of lining and provide a 5-year warranty on the liner. Once the coating formulation is accepted and approved by the AGENCY, it shall not be changed except by authority of the Engineer,or in coajthiction with.N.SU,Products. The lining shall be 125 mil coating of high build, anti-corrosive and anti-abrasive impact resistant, two component, 100%Solids,non-solvented,hybrid polyurethane coating,with a shore "D"hardness of 57 at 77 degrees Fahrenheit The material must be able to pass the flexibility as prescribed by A.S.T.M.D-1737,using cylinder mandrel of 0.5 inches. The flash point of the fluid mixture is 450 degrees Fahrenheit open Zahn cup. The coating material shall meet or exceed the Applicable Standards in addition to the fallowing specifications: Solution . Concentration Acetic Acid 5% Sulfuric Acid 20% ferric Acid 1% Petroleum Oils and Greases Vegetable and Animal.Oils 502-4.2 Repair. [Add the following* If it has been determined by the Engineer that'the existing frame and cover are in disrepair the Contractor shall remove and install a new frame and cover per AGENCY's Composite Material Specifications that is available from AGENCY upon request Payment for removal of existing manhole frame and cover removal and new frame and cover installation shall include full compensation for furnishing all labor, materials, tools, equipment and incidents required in ectordante with these plans and special provisions and no other measurement or additional compensation will be allowed therefor.The cost for such work shall be considered extra viol*and paid per 5-5. 502-43 Resurfacing. [Add the following* 'The Contractor will not be allowed to apply the APC until after the inspector has approved the preparation of the existing interior surfaces APC shall be applied to remove all surface Irregularities and to provide a smooth surface on which to apply the polyurethane liner. All surfaces shall be as dry as possible prior to installation of the iiner. APC will be required on all brick manholes. On concrete manholes, APC shall be required in variable thickness to restore walls to original section dimensions, and to regain coverage of reinforcing steel. Payment for APC placement shall be considered to be included in the contract unit price for manhole rehabilitation placed and no other compensation will be allowed therefor. The polyurethane liiiingapplication,shall take plate after the APC has cured for a minimum. of 24 hours and shall be applied to all interior surfaces,including the grade rings and shelves from 3 inches below the low-flow water level to the cover. Prior to the polyurethane applications,the E-30 manhole surfaces shall be primed with the epoxy primer to a thickness of 3 mils minimum to 5 mils maximum.. Prior to the epoxy primer becoming tack-free, the polyurethane lining.shall be immediately applied to a thickness of 125 mils tninimum. The polyurethane lining shall be. continuous, without seams, uniform in color, fully cured, and free of pinholes, surface- imperfections and blisters. The color shall be white,tan,or cream. The complete coating shall be impermeable to,sewer gases and liquids and non-conducive to bacterial or fungus growth. The lining shall be capable of repair at any time during its life, Application of the polyurethane liner shall be as specified by the manufacturer.., The Contractor shall furnish two plugs to permit measurement of the thickness. Contractor shall use.only installers trained,and licensed by the manufacturer. All personnel. working in the area shall wear the air support.outfit as,approved by the manufacturer. There:shall be no deviation from or exception to this requirement: The Contractor shall take all necessary-measures to prevent damage'to installed coating from equipment and materials used in and during the:course of the work. "Upon completion,all tools,excess materials,etc,shalt be removed:and the structure left . aclean and presentable condition. E-31 CIPP Experience Z r IA'° ."° . ''''''. ' '°,.4...,14 ' , - nw � a 'q 90 z ,-« F ' '1* ' FIBRWRAP 11 /nsituform . 5 Melt ure at Construction Ter hnobVY Technologies, LLC. -,, . ittifo,ii 6t � � ;1/1 3a. ${+e'r',f*€F Last Refresh Date:05 31 2022 Proprteta:y Property and Trade Secret of Aegion,Inc.Unauthorized Use,Dissemination and Disclosure Strictly Prohibited. Contract Qualification Closed Projects ( 2013 - Present ) - Parameter Summary Company Code: 00200;00190 Region: Owner State: Project Material Family: ill Project Manager: Customer Address Book Number Owner Address Book Number Revenue Stream Code Project Number: Role Value Range: Start End - Project Value($) Bid Proposal Date: Project Closed Date: 05-31-2017 05-31-2022 Diameter: • I ate' '' ar wig;' . . • - "'e; •'"a olc, , t. Linear Feet: N.1 k. , � w 1/1 ta Last Refresh Date:05-31-2022 Proprietary Property and Trade Secret of A,egion,Ina.Unauthorized Use,Dissemination and Disclosure Strictly Prohibited. Contract Qualification Closed Projects ( 2013 - Present ) - Summary S R's AIS I COM ILS OLY PPL I SIT SR STD UVG Total (taps) 6 14,190 I 0 I 27,552 0 0 0 i 0 0 55 41,797 I 4,890 8 124,988 0 20,049 0 I 0 I 0( 0 983 14,283 160,283 10 34,245? 0 1,685 0 0 0 1 0 0 0:. 35,910 12 34,186 I 0 I 1,985 0 I 0 5,507 0 0 0 I 41,658 14 88 0 0 0I 0I 0 0 0 0 I 88 15 14,938! 0 300 0 I 0 I 0 0 516 I 0 I 15,754 16 932 I 0 0 0 I 0 j 385 I 0 0 I 0 I 1,317 1 B 11,188 I 0€ 0 0 0 l 0 I 0 1,736 0 12,924 20 168 0 i 0 0 95 I 481 1 0 0 I 0 I 744 21 6,382€ 0 0 0.......................... - ....._................................._0 ....................................._ ................................_540i..............._....._.__..._.._ ..t......................._8,922 24 27,850 I 0! 0 0 0 13,476 0 3,166 I 0 I 44,592 27 5,899 I 0` 0 0 0 I 0 0 0 I 0 I 5,899 30 14,241 0[ 0 0 0 0 0 4301 0` 14,671 33 2,223 0 I 0 0 0 I 0 0 187 I 0 I 2,390 36 5,855 0 I 0 0 0 j 0 0 128 I 0 I 5,983 39 8,370 0) 0 0 0 0 0 0 I 0 I 8,370 42 3,409 0 0 0 0€ 0 1 0 8251 0 I 4,234 45 1,500 ._........._._. _0_._._.._......................_ ......................_. 0 I 0 I 0 i 0 0 0 I 1,500 48 2,214 0 0 0 I 0 I 0 i 0 1,259 0 I 3,473 54 0 0' 0 0 i 0 I 0 i 0 70 0 70 60 250 0 0 0' 0 0 I 0 0 0 250 66 70i 0I 0 0 0I 0 I 0 0 0` 70 72 1121 0 1 0 0I 0 I 0E 0 516 I 0I 628 96 01 0; 0 116I 0I 0' 0 0I 01 118 102 0? 165 1 0 0 I 0 I 0 I 0 0 0 185 Total 315,358 165 51,551 116 I 95 I 19,849 I 0 10,338 1 14,338 1 411,808 ,:.: c a. ...,,nt. G . ... 1/62 t +4 Last Refresh Date:05-31-2022 Proprietary Property and Trade Secret of Aegion,Inc.Line:Ale sized Use,Dissemination and Disclosure Strictly Prohibited. Contract Qualification Closed Projects ( 2013 - Present ) - Detail Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 190799 Sub MAGGIORA&GHILOTTI,INC. I MILLER AVE.-MILL VALLEY,CA JC $427,321 $401,759 Project Manager Bid Date Project Close Date AIS ( ILS I SR Total OEM . i Rizo,Roberto J 104-21-2016 12-08-2017 ' 8 ....._.........................._93'............_._.1,778 0 83` _.................._1,871 i I...............................83... 10 833 I 0` 0 833 Customer Owner 15 2,191 1 0 I 0 2,191 I Maggiore&Ghilotti Inc-San Rafael, 18 430 I 0 I 0 430 j CA City of Mill Valley,CA.._.._...................._....._._._..— 46 i 646 555 Du Bois Street ,26 Corte Madera Avenue#94941 21,.__..._........._...._6_._._.___.._............_� _._._._._................_ ...._............_........_.._.... Marin Marin Total 4,193 s 1,778 0 5,971 i San Rafael CA 94901-3965 I Mill Valley CA 94941-1830 _......................_....._.__..._..........._........................................................_..............: +1 415 4598640 +1 415 3884033 • Project Final Contract JDE Job Number Role- Project Description Status Contract Value Amount 190802 Prime GRASS VALLEY,CA-No.14-09 I CDBG-CONTRACT#16-10 JC $1,618,265 $1,003,204 Project Manager )Bid Date Project Close Date AIS SR 1 STD Total SR's : Rizo,Roberto J j06-14-2016 01-02-2016 8 160 0 0 180 j 4 10 288 I 0 I 0 288 i Customer Owner 24 0 1 0 i 2,137 2,137 I City of Grass Valley,CA I City of Grass Valley,CA Total 468 I 0 i 2,137 i 2,605 1125 E Main Street 125 E Main Street :Nevada Nevada Grass Valley CA 95945-6505 j Grass Valley CA 95945-6505 +1 530 2744399 '+1 530 2744399 e - ', 2/82. .... ,. Gi maim e.i.,tiVtr` iii'.iaYdtJ a.d7ti Last Refresh Date:05-31-2022 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 190803 Prime NAPA SANITATION DIST-CIP 17705 I SOSCO/SOSA TRUNK REHAB JC $1,088,300 $1,231,066 Project Manager I Bid Date Project Close Dale AIS I SR ] Total Rizo,Roberto J 103-28-2017 11-08-2017 _45 1,5001 0I 1,500 2I _ _ Total................_.........1,500 i 0 I........................1,500 Customer Owner Napa Sanitation District-Napa, j Napa Sanitation District-Napa, CA,Hartle 1 CA,Hartle 935 Hartle Court _ 935 Hartle Court Napa Napa l Napa CA 94558 Napa CA 94558 ;+1 707 2586000 :+1 707 2586000 Protect Final Contract JDE Job Number Role Project Description Status Contract Value Amount 190804 Prime DUBLIN SAN RAMON SVCS DIST. I DUBLIN TRUNK SWR(CIP 16-S021) JC $5,541,630 $5,482,863 Project Manager Bid Date Project Close Date AIS I SIT j SR Total SR's 'Rizo,Roberto J 104-20-2017 04-27-2018 24 249; 240 I 0; 489 11 0 I :: I 01 Customer Owner 36 2,945 j 0 1 0 1 2,945; I Dublin San Ramon Services District- 'Dublin San Ramon Services District- 39 200 I 0 1 0 I 200 1 ;Dublin,CA Dublin,CA I 0 — .._.. - - 42 17051 Dublin Boulevard 17051 Dublin Boulevard 2,973 I 0 f 2,973 Alameda 1 Alameda i Total 6,3871 240[ 0 1 6,607 I Dublin CA 94568-3080 I Dublin CA 94568-3080 I+1 925 5517230 ;+1 925 5517230 3/62 •, fiw+F. � �F Last Refresh Date:05-31-2022 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 190805 Prime SANTA ROSA,CA- #C01944-2016 I SWR MAIN LINING MH&LATERALS JC $2,792,000 $2,777,444 Project Manager Bid Date Project Close Date AIS I SR I Total MIMI IBibayan,Fariborz D 105-17-2017 12-12-2019 1 6 443 0 443 10 18 35I 0 351 Customer Owner 21 1,207 I 0 1,207 • City of Santa Rosa,CA I City of Santa Rosa,CA 24 2,701 0 2,701 69 Stony Circle 169 Stony Circle ......................._..............._....._._........................ ..._: 27 320' 0 I 320 j Sonoma `Sonoma ....._... .............................:............................................_;......................._._.__......... Santa Rosa CA 95401-9508 Santa Rosa CA 95401-9506 30 976 0 976 +1 707 5433930 +1 707 5433930 Total 5,6821 0' 5,682 I Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 190806 Prime LOS ALTOS,CA #WW010517 I CIPP CORROSION REHAB PROJECT JC $409,486 $402,773 Project Manager Bid Date Project Close Date AIS SR I Total 'Ganesan,Sethuraman 104-13-2017 111-03-2017 I 24 6501 0 i 85011 7i Total 6501 01 650 Customer (Owner City of Los Altos,CA I City of Los Altos,CA 1 1 N San Antonio Road 11 N San Antonio Road Santa Clara I Santa Clara ':Los Altos CA 94022-3000 I Los Altos CA 94022-3000 +1 650 9472700 +1 650 9472700 , g.n iftc �" ' 4/82 � � s< Last Refresh Date:05-31-2022 rz,44:atiiriii Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 190807 Prime STOCKTON,CA-BLACK OAK PUE I REHAB PROJECT No.M152002 JC $1,702,029 $1,756,725 Project Manager Bid Date Project Close Date AIS Total SR's ':.Camacho,Bernie 04-06-2017 05-21-2018 I 18 34 34 0 30 3,410 3,410 Customer Owner 48 264 264 City of Stockton,CA ,City of Stockton,CA Total 3,708 3,708 2500 Navy Drive ;2500 Navy Drive San Joaquin I San Joaquin Stockton CA 95206-1147 j Stockton CA 95206-1147 +1 209 9378718 f+1 209 9378718 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 190810 Prime NORTH TAHOE PUD I TAHOE VISTA SE1-024 TO SE1-021 JC $66,450 $64,525 Project Manager I Bid Date I Protect Close Date AIS I SR j Total :Miller,Doren A I11-02-2017 101-08-2018 8 829; 0! 829 j I 5 Total .............................-829`— ...__..__...........0? ........_.........._829 Customer Owner North Tahoe Public Utilities District- j North Tahoe Public Utilities District- !Tahoe Vista,CA I Tahoe Vista,CA 1 1 875 National Ave 1875 National Ave 1 Placer Placer Tahoe Vista CA 96148-0139 !Tahoe Vista CA 96148-0139 +1 530 5464212 j+1 530 5484212 } F� 5/62 0r v"A i7a<<rrP„st Last Refresh Date:05-31-2022 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 190811 Sub SCHULTZ INDUSTRIAL SERVICES I ANDEAVOR MARTINEZ REFINERY JC $116,880 $120,192 Project Manager Bid Date Project Close Date AIS Total SR's ;Padilla,Adrian Miguel '02-01-2018 05-25-2018 I 15 .............._.....185 I............................185 0 Total 185 i 185 Customer Owner i Brinderson Engineers&Constructors- i Andeavor-(Tesoro)-Martinez,CA- i Bakersfield,CA I Golden Eagle Refinery 4550 California Avenue 150 Solano Way Suite 700 1 Contra Costa i Kern !Martinez CA 94553 i+1 661 3770343 +1 925 2281220 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 190813 Prime SOUTH PLACER MUNICIPAL UTILITY I SPMUD PIPE LINER PROGRAM 2018 JC $344,002 $348,448 Project Manager Bid Date Project Close Date AIS 1 SR I Total 1111112111111 •Bibayan,Fariborz D 102-15-2018 06-05-2018 8 306' 0 i 306 i 14 10 401 I........_......_.................._�...._...... ..._.._._401.. Customer (Owner 12 4,828 0 1 4,828 i South Placer Municipal UtilityDistrict- i South Placer Municipal UtilityDistrict- I P P Total 5,535 i 0 i 5,535 i Loomis,CA Loomis,CA i 3671 Taylor Road 3671 Taylor Road Placer i Placer Loomis CA 95650 i Loomis CA 95650 +1 916 6525877 i+1 916 6525877 8/62 ' infiltgionnk Last Refresh Date:05-31-2022 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 190814 Prime GILROY,CA-#17-PW-235 I SWR REHAB FIRST STREET JC $221,805 $242,643 Project Manager Bid Date Project Close Date AIS I SR I Total 1MM :Bibayan,Fariborz D 01-31-2018 08-30-2018 1 8 2,959 0 I 2,959 I i 18 Total 2,959! Di 2,959 I Customer Owner City of Gilroy,CA I City of Gilroy,CA I 613 Old Gilroy Street I 613 Old Gilroy Street I Santa Clara Santa Clara 'Gilroy CA 95020 Gilroy CA 95020 +1 408 8460271 I+1 408 8460271 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 190815 Prime QUAM CONST.CO,-REDOING,CA I CITY OF REDDING-GARDEN TRACT JC $1,127,963 $1,183,591 Project Manager I Bid Date Project Close Date AIS ILS 1 SR I Total SR's Bibayan,Fariborz D 102-08-2018 08-03-2019 6 0 I 7,750 I 0 I 7,750: 531 . i 8 7,743 I 407 I 0 8,150 i i I Customer I Owner 10 1,260 i 0 0 1,260 City of Redding,CA City of Redding,CA i 12 1,829 I 0 0 1,829 I --- 20055 Viking Way,Bldg 3 20055 Viking Way,Bldg 3 1 0 i 0 746 20055 Viking Way Building 3 20055 Viking Way Building 3 746 15 Bldg 3 I Bldg 3 , 18 3,121 I 0 I 0 3,121 I Shasta !Shasta :..Redding CA 96003 _..............____...._ L Redding CA 96003 _... i Total 14,699 i 8,157 I 0 22,856 +1 530 2246069 !+1 530 2246069 yj '�' 7/62 ""1 - +' Last Refresh Date:05-31-2022 _ z>r1ia1���ta�.d�t�� Js�. Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 190816 Sub QUAM CONST.CO,-ARCATA,CA I SAN SWR INFILTRATION REDUCTION JC $1,612,558 $1,632,056 Project Manager Bid Date Project Close Date AIS I ILS SR Total SR's ;Padilla,Adrian Miguel 105-01-2018 09-27-2019 6 9,400 11,168 l 0 I 20,56811 552 8 1,063 1 3,013 l 0 l 4,076 Customer Owner 10 886. 1,665 0 2,551 l Quam Construction-Willmar,MN I City of Arcata,CA 12 1,479 1,985 I 0 3,464 4411 First Ave.W. 736 F Street I m................................................................_......._.__I....___.__..........__ ;_...__.............._...___..Kandiyohi Humboldt 15 468 300. 0 1 768 Willmar MN 56201 Arcata CA 95521-6211 l Total 13,296 18,131 I 0 I 31,427 +1 320 2353344 +1 707 8225951 • Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 190817 Prime MERCER-FRASER CO.,EUREKA,CA I 3RD&Y BASIN REHAB. JC $433,855 $334,232 Project Manager I Bid Date Project Close Date AIS ILS } SR I Total SR's Bibayan,Fariborz D I03-15-2018 08-24-2018 6 0 1,698 1 0! 1,698 s I651 8 0 1 1,360 I 0 I 1,360 Customer (Owner 10 305 I 0 l 0 I 305 City of Eureka,CA 1 City of Eureka,CA 12 1,294€ 0 0 i 1,294 531 K Street 1531 K Street ___ _............................._........_..,_._.............................._..__............._..----...................a.._.---.._......_............._...; Humboldt I Humboldt Total 1,599 I 3,058€ 0 4,657 Eureka CA 95501 i Eureka CA 95501 1 +1 707 4414183 I+1 707 4414183 8/82 in$1 Ipirfarar Last Refresh Date:05-31-2022 :z.4.._ ,ma.d3rt tap; Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 190818 Prime TUOLUMNE UTIL.DIST.2018,SONORA I 2018 CIPP SEWER REHAB PROJECT JC $198,902 $198,902 Project Manager I Bid Date Project Close Date AIS I Total SR's .Bibayan,Fariborz D 109-07-2018 11-09-2018 12 2,490 i 2,490 0 Customer I Owner Total 2,578- 2,578 Tuolumne Utilities District-Sonora,CA ;Tuolumne Utilities District-Sonora,CA 18885 Nugget Blvd 18885 Nugget Blvd PO Box 3728 PO Box 3728 Tuolumne Tuolumne Sonora CA 95370-3728 Sonora CA 95370-3728 I i +1 I+1 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 190819 Prime LANGTRY FARMS,LLC,MIDDLETOWN I DETERT LAKE DAM OUTLET REPAIR JC $320,300 $316,952 Project Manager I Bid Date Project Close Date AIS Total SR's Padilla,Adrian Miguel 109-14-2018 01-04-2019 18 300 300 0 Total 300 300 Customer Owner Langtry Farms iLangtry Farms i j22000 22000 Butts Canyon Rd 1 Butts Canyon Rd :Lake Lake Middletown CA 95461 Middletown CA 95461 l i+1 707 9872772 j+1 707 9872772 g '. 9/62 taxitPdr t'dtFtA�1.' Last Refresh Date:05-31-2022 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 190820 Sub CON-QUEST CONTRACTORS,SFPW I CLAYTON/CLIPPER/PORTOLA,#2500J JC $134,794 $134,320 Project Manager Bid Date Project Close Date AIS SR I Total MEI Bibayan,Fariborz D 101-01-2018 03-29-2019 1 8 427 i 0 l_......................427 38 12 859 l 0? 859 Customer Owner 18 54 I 0; ` 54 Con-Quest Contractors-San Francisco, City of San Francisco,CA*Main- Total 1,340 0 1,340 CA Department of Public Works --._.._._......._:.._.....— • 30 Van Ness Avenue 5th Floor • i 30 Van Ness Avenue ;290 Toland Street 5th Floor San Francisco San Francisco San Francisco CA 94124 ,San Francisco CA 94102 1+1415 2080524 E+1 415 5584018 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 190821 Prime STOCKTON,CA-MYRTLE ST. I REHAB PROJECT No.M17024 JC $917,788 $912,827 Project Manager Bid Date Project Close Date AIS Total !IIIMII0! ;Padilla,Adrian Miguel €11-01-2018 07-10-2020 ! 24 3,793 3,793 Total 3,793 i 3,793 Customer I Owner City of Stockton,CA I City of Stockton,CA l 2500 Navy Drive 12500 Navy Drive . San Joaquin l San Joaquin Stockton CA 95206-1147 (Stockton CA 95206-1147 +1 209 9378718 I+1 209 9378718 1oie2 Last Refresh Date:05-31-2022 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 190822 Prime REDDING,CA-JOB No.2607 I BENTON TRACT SANI SWR LINING JC $1,317,258 $1,509,629 Project Manager Bid Date Project Close Date AIS ILS } SR Total SR's Bibayan,Fariborz D 12-18-2018 08-15-2019 = 6 0 1 6,476 0 6,476`; 358; 8 1,302 i 11,079 i 0 i 12,381 Customer Owner 10 485 0} 0 I 465; City of Redding,CA ;City of Redding,CA 15 373 I 0 I 0! 373 20055 Viking Way,Bldg 3 !20055 Viking Way,Bldg 3 20055 Viking Way Building 3 20055 Viking Way Building 3 Total 2,1401 17,555, 0 18 895 ;Bldg 3 Bldg 3 Shasta Shasta Redding CA 96003 Redding CA 96003 +1 530 2246069 +1 530 2246069 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 190823 Sub SYBLON REID,NAPA SANI DIST j NAPA-HEADWORKS EQUIPT REPLACE JC $162,078 $162,078 Project Manager I Bid Date Project Close Date AIS Total ;Padilla,Adrian Miguel 102-07-2019 05-09-2019 36 104; 104 11111111131!) Total 104 104 Customer Owner Napa Sanitation District-Napa, Syblon Reid-Folsom,CA CA,Hartle t 1130 Sibley Street l 935 Hartle Court ;Sacramento I Napa Folsom CA 95630 1 Napa CA 94558 +1 925 3718928 E+1 707 2586000 11/62 ,Art ar^.takiik.v; Last Refresh Date:05-31-2022 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 190824 Sub CRATUS,INC.-ROSS VALLEY SD I LARGE DIAM-LOWER SHADY LN JC $316,644 $329,888 Project Manager Bid Date Project Close Date AIS I SR E Total M 'Padilla,Adrian Miguel 01-31-2019 10-17-2019 21 1,517 I 0€ 1,517 2 Total 1,517' 0 1,517 Customer Owner Ross Valley Sanitar-San Rafael,CA- Cratus Inc:San Francisco,CA District#1 • 2200 Palau Avenue j 2960 Kerner Boulevard l San Francisco `Marin 1 San Francisco CA 94124 San Rafael CA 94901 +1 415 5591163 ,+1 415 2592949 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 190825 Sub D'ARCY&HARTY CONST.,C/C SANF I CASITAS AVE EASEMENT WW 624 JC $138,060 $143,732 Project Manager Bid Date Project Close Date AIS 1 SR 1 Total fAl ;Padilla,Adrian Miguel 101-17-2019 07-22-2019 i 8 1,003 0 _._..._......_.._1,003 14 Total 1,003 0 1 1,003 Customer Owner Darcy&Harty Construction-San I City of San Francisco,CA`Main- 'Francisco,CA Department of Public Works E 30 Van Ness Avenue 5th Floor j 30 Van Ness Avenue 1300 Carroll Ave. l 5th Floor San Francisco l San Francisco i San Francisco CA 94124 1 San Francisco CA 94102 +1 415 8225200 I+1 415 5584018 6r1 from- ' - 12/82 Last Refresh Date:05-31-2022 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 190826 Prime LOS ALTOS,CA #WW0100519 I CIPP CORROSION REHAB PROJECT JC $916,911 $885,561 Project Manager Bid Date Project Close Date AIS I SR 1 Total allnil .Bibayan,Fariborz D 106 05-2019 10-22-2019 30 1,456' 0 j 1,456 I 22 Total 1,456; 0 1,456 Customer Owner City of Los Altos,CA i City of Los Altos,CA 1 N San Antonio Road ;1 N San Antonio Road Santa Clara ;Santa Clara Los Altos CA 94022-3000 !Los Altos CA 94022-3000 +1 650 9472700 +1 650 9472700 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 190827 Sub PRECISION ENGINEERING,INC. I VAR LOC NO.37#1000008792 JC $155,260 $155,260 Project Manager I Bid Date I Project Close Date AIS ( SR 1 Total SR's ;Bibayan,Fariborz D 107-12-2018 02-26-2020 ; 21 211 _ 0 211 j I 5 39 308 j 0 1 3081 Customer Owner Total 519 0' 619 Finbar Precision Engineering,Inc.-San City of San Francisco,CA*Main- ;Francisco,CA Department of Public Works 30 Van Ness Avenue 5th Floor 30 Van Ness Avenue 1939 Newcomb Ave 5th Floor • San Francisco San Francisco San Francisco CA 94124 San Francisco CA 94102 +1 415 6214882 1+1 415 5584018 r 13/62 I. �t4 AAA* ,,tiii i. Last Refresh Date:05-31-2022 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 190828 Prime RANGER PIPELINES,PALO ALTO CA I SANIT.SEW.REPLACEMENT 28B PRJ JC $217,948 $246,448 Project Manager Bid Date Project Close Date AIS 1 SR I Total MEM : ;Bibayan,Fariborz D 04-23-2019 03-20-2020 1 6 343 0 343:` 10 12 1,753€ 0 1,753 Customer Owner 18 6361 0 I 636 • • City of Palo Alto,CA-Utilities-Elwell Ct I City of Palo Alto,CA-Utilities-Elwell Ct 1 Total 2,732 I 0 i 2,732 1007 Elwell Court E 1007 Elwell Court Santa Clara i Santa Clara Palo Alto CA 94303-4308 I Palo Alto CA 94303-4306 +1 650 5664513 I+1 650 5884513 j Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 190829 Sub CRATUS,INC.- VALLEJO,CA I VFWD MARE ISLAND SWR REHAB JC $150,684 $150,664 • Project Manager Bid Date Project Close Date AIS I Total SR's ;Bibayan,Fariborz D 107-30-2019 11-15-2019 36 556 1 556 0 Total 556 I 556 Customer Owner • j Vallejo Flood&Wastewater District- ;Cratus Inc.-San Francisco,CA I Vallejo,CA 2200 Palou Avenue 1450 Ryder Street 1 San Francisco ;Solano • San Francisco CA 94124 Vallejo CA 94590 +1 415 5591163 +1 707 6448949 # * 14/62 Last Refresh Date:05-31-2022 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 190830 Sub CRATUS,INC.-SANTA CLARA,CA I SWR CONDITION ASSMNT PHASE 1 JC $752,910 $702,663 Project Manager Bid Date Project Close Date AIS I SR f STD ( Total Bibayan,Fariborz D07-31-2019 05-OB-2020 8 0 0 156 156 11 7 10 129 i 0' 0l 129 Customer Owner 12 324; 0 1 0, 324 Cratus Inc.-San Francisco,CA City of Santa Clara,CA 15 903 1 0 1 87 990 12200 Palou Avenue 1500 Warburton Avenue 18 0 0 87 87 SanFrancisco Santa Clara �__ ............................................_;... ;...._................._...._........................_...._._....._........_i San Francisco CA 94124 Santa Clara CA 95050-3792 24 1,195 I 0 1 0 1,195 +1 415 5591163 I+1 408 8152200 1 30 644 1 0 1 0 844 Total 3,395` 0' 330 3,725 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 190831 Sub TEICHERT CONST.,OAKLAND,CA I POA-AIRPORT #10578.05 - JC $170,140 $182,162 Project Manager Bid Date Project Close Date AIS Total ;Padilla,Adrian Miguel 111. 1-05-2019 12-16-2019 24 352 352 !Milli! Total 3521 352 Customer Owner Teichert,Inc-Pleasanton,CA Port of Oakland,CA-Oakland,CA 5200 Franklin Dr.,Ste.115 530 Water Street Alameda Alameda Pleasanton CA 94588 Oakland CA 94607 +1 925 6215700 1+1 510 6271100 co � , 15/82 � s t i#tt g1� r�/o: t ° Last Refresh Date:05-31-2022 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 190833 Prime CARMEL AREA WW DIST.,RIO RD. I RIO RD.CIPP LINING PROJECT JC $697,554 $697,554 Project Manager Bid Date Project Close Date AIS Total SR's ;Bibayan,Fariborz D 103-17-2020 09-17-2020 24 1,959 1,959 0 27 2,091 I 2,091 Customer Owner Total 4,050' 4,050 Carmel Area Wastewater District- !Carmel Area Wastewater District- !Carmel,CA Carmel,CA 3945 Rio Road I 3945 Rio Road i Monterey I Monterey I Carmel CA 93922 i Carmel CA 93922 +1 831 6241248 +1 831 6241248 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 190834 Prime LODI,CA-PROJECT No.8 I WW MAIN REHAB-PROJECT#8 JC $1,882,322 $2,223,909 Project Manager Bid Date Project Close Date AIS SR I Total argig ;Bibayan,Fariborz D 104-01-2020 03-07-2021 12 3,041 I 0 I 3,041 17 24 4,002 I 0 4,002 • Customer Owner 30 1,732! 0 1,732 City of Lodi,CA i City of Lodi,CA i 36 805; 0 I 805 1131 S Ham Lane 1131 S Ham Lane Total 9,580 I 0 i 9,580 San Joaquin `San Joaquin ;Lodi CA 95242 Lodi CA 95242 +1 209 3336800 I+1 209 3336800 ■,.. r 16/62 w i<.,r1tz`a1444:,4604.; Last Refresh Date:05-31-2022 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 190835 Prime ROHNERT PARK,CA-#2018-28 I INTERCEPTOR OUTFALL PH 3 JC $1,186,728 $1,164,213 Project Manager Bid Date Project Close Date SIT I Total SR's Bibayan,Fariborz D 06-25-2020 12-23-2020 I 24 2,902 I 2,902 0 Total 2,9021 2,902 Customer I Owner City of Rohnert Park,CA ICity of Rohnert Park,CA 16750 Commerce Boulevard I 6750 Commerce Boulevard Sonoma I Sonoma • Rohnert Park CA 94928-2411 j Rohnert Park CA 94928-2411 +1 707 5883300 +1 707 5883300 I Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 190842 Sub D'ARCY&HARTY CONST,EXHIBIT D I MOUNTAIN LAKE OVERFLOW,EXHIB D JC $361,866 $298,803 Project Manager I Bid Date Project Close Date SR I STD I Total SR's Padilla,Adrian Miguel 112-21-2020 110-02-2021 I 18 0 I 967 I 967 II 1 I1 Total ...................................._0 .._.........._._ 967 I 967 Customer I Owner !Darcy&Harty Construction-San I ' i Francisco,CA I Presidio Trust-San Francisco,CA 103 Montgomery Street 11300 Carroll Ave. I PO Box 29052 San Francisco j San Francisco I San Francisco CA 94124 I San Francisco CA 94129 I+1 415 8225200 I+1 415 5613897 7/62 Last Refresh Date:05-31-2022 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 190844 Sub TEICHERT CONST.,MONTEREY,CO I RIVER RD PIPE LINING#11489.12 JC $264,411 $284,411 Project Manager Bid Date Project Close Date AIS Total SR's Bibayan,Fariborz D 107-02-2021 12-04-2021 24 913 913 p 30 145 145 Customer Owner 36 85 I 85 • Teichert Construction-Long Beach,CA Monterey County-Salinas,CA Total 1,143 i 1,143 • 3780 Kilroy Airport Way 168 WAlisal St Fl 2 Ste 700 i Monterey Long Beach CA 90806 j Salinas CA 93901 +1 916 4843011 1+1 831 7554748 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 190846 Sub GRANITE CONST.CO:SCWA I SANTA ROSA CREEK VORTEX TUBE JC $262,884 $249,005 Project Manager Bid Date Project Close Date OLY 1 Total SR's 'Bibayan,Fariborz D f03-23-2021 10-16-2021 96...............................116 ........ ...............11B.. 0 Total 116! 116 Customer Owner Sonoma County Water Agency-Santa Granite Construction-Santa Rosa,CA i Rosa,CA I 11330 N.Dutton Ave 12227 Capricorn Way Suite 108 Suite 106 Sonoma i Sonoma Santa Rosa CA 95407-5484 j +1 707 4674100 ;+1 707 5471900 , 18/62 * " Last Refresh Date:05-31-2022 :��r�ii iaar.�,ir .aa�, Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200293 Prime NEWEST CONST. CO.CARLSBAD,CA I FOXES LANDING LIFT STA REPLACE JC $251,500 $224,283 Project Manager Bid Date Project Close Date AIS I Total SR's ;Bibayan,Fariborz D 107-13-2016 01-19-2018 ; 12 337.i __...._....._......_337 0 Total 337: 337 Customer Owner City of Carlsbad,CA I City of Carlsbad,CA I i 1635 Faraday Avenue 11635 Faraday Avenue San Diego San Diego Carlsbad CA 92008-7314 I Carlsbad CA 92008-7314 +1 760 6022490 1+1 760 6022490 ; Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200294 Prime CO SANI DIST 3 OF LOS ANGELES I LACSD ANNAHEIM ST.TRUNK SWR JC $2,383,498 $2,204,580 Project Manager Bid Date Project Close Date AIS I SR Total Bibayan,Fariborz D 10-20-2016 09-25-2017 30 3,525 I 0 3,525 15 39 604 0; 604; Customer (Owner 42 278; 0 278 Los Angeles County-Whitter,CA- 'Los Angeles County-Whitter,CA- Total 4,407 0 4,407; Sanitation District Sanitation District !................_.._....__..__.._.._................._.._......_............... 1955 Workman Mill Road 1955 Workman Mill Road Los Angeles Los Angeles Whittier CA 90601-1415 Whittier CA 90601-1415 +1 562 6997411 1+1 562 6997411 19/82 i , , , , 1,..it ..„, t ti 4 „} raax> Last Refresh Date:05-31-2022 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200295 Prime IMPERIAL BEACH,CA(FY15/16) I ANNUAL SEWER MAIN LINE JC $348,160 $389,423 Project Manager Bid Date Project Close Date AIS SR 1 Total ;Bibayan,Fariborz D 110-13-2016 11-28-2017 6 605 0 605 l 79 ........................_ ..'.._...._._......................_O j 8 3,338 ..................__3,338 Customer Owner Total 3,943 0 3,943 City of Imperial Beach,CA City of Imperial Beach,CA 495 10th Street 495 10th Street I San Diego San Diego Imperial Beach CA 91932-1510 l Imperial Beach CA 91932-1510 +1 619 4238311 i+1 619 4230311 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200300 Sub CHARLES KING COMPANY,INC I DIST.6 TRUNK SWR RELIEF PRJT JC $70,430 $78,452 Project Manager I Bid Date Project Close Date AIS Total SR's Bibayan,Fariborz D 107-26-2016 10-29-2018 12...............................380 I........_...................380 0 • 15 615< 615 Customer Owner Total 995 995 Orange County Sanitation District- I Orange County Sanitation District- Fountain Valley,CA l Fountain Valley,CA 10844 Ellis Avenue 1 10844 Ellis Avenue Orange f Orange Fountain Valley CA 92708 Fountain Valley CA 92708 +1 714 9622411 1+1 714 9622411 .. 600i r Last Refresh Date:05-31 20220/82 2 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200312 Sub WEKA,INC-SANTA ANA(SAWPA) I INLAND EMPIRE BRINE LINE REACH JC $3,504,400 $5,446,835 Project Manager Bid Dale Project Close Date SIT I Total SR's iBibayan,Fariborz D 01-02-2017 10-11-2017 24 10,334 10,334 0 Total 10,334 10,334 Customer Owner Santa Ana Watershed Project Santa Ana Watershed Project Authority-Riverside,CA Authority-Riverside,CA 11615 Sterling Avenue 11615 Sterling Avenue Riverside Riverside Riverside CA 92503 I Riverside CA 92503 +1 951 3544200 1+1 951 3544200 • Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200315 Prime OTAY WATER DISTR,SAN DIEGO CO I TRENCHLESS SEW.REHAB,CIP S2044 JC $352,821 $333,467 Project Manager Bid Date Project Close Date AIS SR 1 Total NM Bibayan,Fanborz D E01-24-2017 10-27-2017 8 ..........._._......._3,490 —_-0 —..__.........3,490 1 56 i Total 3,490 I 0 i 3,490 Customer I Owner Otay Water District j Otay Water District 2554 Sweetwater Springs Blvd 2554 Sweetwater Springs Blvd 1 San Diego San Diego Spring Valley CA 91978-2004 Spring Valley CA 91978-2004 +1 619 6702280 +1 619 6702280 ifilittil Last Refresh Date:05-31 2022 .:''t�r'�tN��`r3 ,�'€7rityxraY� Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200318 Sub TK CONSTRUCTION I PALISADES SWR REHAB PHASE 1 JC $84,387 $84,387 Project Manager I Bid Date Project Close Date AIS SR E Total MI Bibayan,Fariborz D 101-28-2017 08-31-2017 6 1,054 0 1,054€ 15 Total 1,0541 0' 1,054' Customer Owner Lake Arrowhead Community Services Lake Arrowhead Community Services District-Lake Arrowhead,CA District-Lake Arrowhead,CA ':.28200 State Highway 189 Lower Village S 28200 State Highway 189 Lower Village S P.O.Box 700 P.O.Box 700 San Bernardino `San Bernardino Lake Arrowhead CA 92352 !Lake Arrowhead CA 92352 +1 909 3378555 1+1 909 3378555 , Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200317 Prime MERLIN JOHNSON CONST. I EAST VALLEY WATER DIST. JC $31,500 $31,500 Project Manager I Bid Date I Protect Close Date AIS I SR I Total NMI Bibayan,Fariborz D 03-23-2017 a 08-02-2017 ' 8 340 i 0' 340' 21 Total 340 i 0€ 340 Customer Owner East Valley Water District-San I East Valley Water District-San Bernardino,CA Bernardino,CA PO Box 3427 `PO Box 3427 San Bernardino [San Bernardino San Bernardino CA 92413-3427 i San Bernardino CA 92413-3427 i +1 909 8899501 +1 909 8899501 22/62 .. ,,..i'Ai114-40k11404 - ' ' Last Refresh Date:05-31-2022 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200318 Sub SULLY-MILLER CONTRACTING CO. I ARROYO DR AREA SWR/ST IMPRVMTS JC $75,161 $72,008 Project Manager Bid Date Project Close Date AIS 1 SR j Total 111.111 !Bibayan,Fariborz D :09-15-2018 06-02-2017 10 516: 0 516 I 20 12 456: 0 456 Customer Owner Total 972: 0 972 , City of Fullerton,CA 1 City of Fullerton,CA i I '303 West Commonwealth Avenue i 303 West Commonwealth Avenue :Orange I Orange • :Fullerton CA 92832 1 Fullerton CA 92832 ,--- . +1 714 7385338 1+1 714 7385338 • Project Final Contract JOE Job Number Role Project Description Status Contract Value Amount 200319 Prime CUCAMONGA VALLEY WATER DIST. I SEWER MAIN RELINING AT VAR.LOC JC $115,571 $107,944 Project Manager Bid Date Project Close Date ILS 1 SR I Total 1M , Bibayan,Fariborz D 103-16-2017 08-24-2017 . 8 2,412 0 I 2,412 i 29 .•• 1 : Total 2,412 0! 2,412 Customer Owner Cucamonga Valley Water District- 'Cucamonga Valley Water District- Rancho Cucamonga,CA Rancho Cucamonga,CA : 10440 Ashford St. .i 10440 Ashford St. San Bernardino San Bernardino Rancho Cucamonga CA 91729-0638 Rancho Cucamonga CA 91729-0638 ... +1 909 9872591 !+1 909 9872591 • , ' . t 23/62 , t '�`j Last Refresh Date:05 31-2022 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200320 Prime CYPRESS CA,PROJECT 182 I SEWER RELINING PROJECT 182 JC $190,482 $217,807 Project Manager I Bid Date Project Close Date i AIS I SR I Total MEI Bibayan,Fariborz D 05-31-2017 12-20-2017 8 2,558` 0 2,558 61 Total 2,558 I 0 I 2,558 Customer Owner City of Cypress,CA (City of Cypress,CA • 300 E Chapman Avenue 300 E Chapman Avenue :Orange Orange • Cypress CA 90630 Cypress CA 90630 j+1 714 2296740 ,+1 714 2296740 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200321 Prime OJAI VALLEY SANI DIST.,2017-07 I 2017 SEWER MAIN REHAB#2017-07 JC $647,211 $642,474 Project Manager I Bid Date Project Close Date AIS I SR I Total MN ;Bibayan,Fariborz D 106-14-2017 01-24-2018 1 6 356 I 0 i 356 2331 8 10,385 I 0 1 10,385 Customer Owner 10 6,047 j 0 6,047 Ojai Valley Sanitary District I Ojai Valley Sanitary District 12 2,744' 0 i 2,744 11072 Tico Road I 1072 Tico Road I ' Ventura !Ventura Total 19,532 01 19,532 Ojai CA 93023 Ojai CA 93023 +1 805 6465548 +1 805 6465548 24/62 717: 7A.. ,7 Last Refresh Date:05-31-2022 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200322 Sub FLATIRON CONST.CORP. I LA CANADA 48"STORM DRAIN JC $90,675 $90,675 Project Manager Bid Date I Project Close Date STD Total SR's iBibayan,Fariborz D 103-30-2017 11-03-2017 48 150 150 0 Total 1501 150 Customer Owner Flatiron Construction-San Marcos,CA j City of La Canada Flintridge,CA 1770 La Costa Meadows Dr. i 1327 Foothill Boulevard San Diego i Los Angeles San Marcos CA 92078 ;La Canada Flintridge CA 91011-2137 . +1 780 9189100 E+1 818 7908882 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200323 Prime CO SANI DISTS.OF LOS ANGELES I CLAREMOUNT TRUNK EMERGENCY JC $40,573 $41,773 Project Manager I Bid Date I Project Close Date AIS I SR I Total SR's Bibayan,Fariborz D 108-18-2017 11-07-2017 12 ._._..._.___.._...._400 _..........________�...._..___._....__.4001 2 Total ............................._400 I 0 i 400 Customer Owner i Los Angeles County-Whitter,CA- Los Angeles County-Whitter,CA- Sanitation District Sanitation District 1955 Workman Mill Road T 1955 Workman Mill Road Los Angeles i Los Angeles Whittier CA 90601-1415 I Whittier CA 90601-1415 i+1 562 6997411 +1 562 6997411 .:G • �: 25/62 Last Refresh Date:05-31-2022 >a 5747tai1 7atit Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200324 Prime CO SANI DISTS.OF LOS ANGELES I JOINT OUTFALL B UNIT 1E TRUNK JC $624,619 $630,827 AIS I STD fi Total - :Bibayan,Fariborz D 07-21-2017 04-12-2018 18 331 s 220 551 0 Customer Owner Total ...... ........_...__6761............................._660........................._1,336' Los Angeles County-Whitter,CA- !Los Angeles County-Whitter,CA- Sanitation District I Sanitation District 1955 Workman Mill Road 1 1955 Workman Mill Road •Los Angeles 'Los Angeles Whittier CA 90601-1415 , •Whittier CA 90601-1415 I I+1 562 6997411 I+1 562 6997411 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200325 Sub PACIFIC HYDROTECH CORP. I NEWPORT COAST LIFT STA.REHAB JC $491,345 $491,345 Project Manager Bid Date Project Close Date SIT Total SR's Bibayan,Fariborz D 106-20-2017 04-14-2018 I 12 2,078' 2,078 0 Total 2,0781 2,078 Customer Owner Pacific Hydrotech Corporation-Perris, CA €Irvine Ranch Water District-Irvine,CA 314 E.3rd.St. 115600 Sand Canyon Avenue Riverside Orange Perris CA 92570 Irvine CA 92618 +1 951 9438803 i+1 949 4535300 ,,, , -,7 , ii ,6insittomr- 26/62 a.,4r at 6,411err1 iy; Last Refresh Date:05-31-2022 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200326 Prime LOS ANGELES CO.SANIT.DIST. I MONTEREY PARK RELIEF SEWER REH JC $491,854 $536,951 Project Manager 1 Bid Date Project Close Date AIS SR I Total !NM ;Bibayan,Fariborz D 108-31-2017 04-27-2018 i 8 2,175 0 2,175 172 15 333 i 0`s 333 Customer Owner Total 2,5081 0 i 2,508 1 Los Angeles County-Whitter,CA- j Los Angeles County-Whitter,CA- Sanitation District I Sanitation District 1955 Workman Mill Road 11955 Workman Mill Road i Los Angeles j Los Angeles • j Whittier CA 90601-1415 'Whittier CA 90601-1415 +1 562 6997411 1+1 562 6997411 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200327 Sub CHULA VISTA,CA(FY 2013/2014) I JOB CIP SW280 JC $606,471 $563,803 Project Manager Bid Date Project Close Date AIS SR ( Total SR's ;Bibayan,Fariborz D 107-19-2017 05-07-2018 8 ...................._6,518; i• 0 i 8,518 91 Total 6,518 I 0 i 6,518 Customer Owner City of Chula Vista,CA 'City of Chula Vista,CA 1800 Maxwell Rd. 1800 Maxwell Rd. San Diego San Diego I Chula Vista CA 91910-3816 1 Chula Vista CA 91910-3816 i • +1 619 6915021 1+1 619 6915021 ' II 2782 Last Refresh Date:05-31-2022 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200328 Prime IRVINE RNCH WTR DIST-2017 I SWR REHAB PROJECT PR 07100 JC $233,115 $252,057 Project Manager Bid Date Project Close Date AIS SR ! Total M :Bibayan,Fariborz D ;09-28-2017 02-02-2018 8 2,015 0; 2,015 i 21; 10 ........_..__......._1,145 ............_...................._�......._.._............_1,145 Customer Owner 15 160 I 0 I 160 Irvine Ranch Water District-Irvine,CA Irvine Ranch Water District-Irvine,CA I -- Total 31320 0 3,320 I 15600 Sand Canyon Avenue 15600 Sand Canyon Avenue Orange Orange Irvine CA 92618 Irvine CA 92618 +1 949 4535300 (+1 949 4535300 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200329 Prime CHARLES KING CO.,NEWPORT BEACH I EAST LIDO FORCE MAIN REHAB JC $355,000 $355,000 Project Manager (Bid Date I Project Close Date SIT Total SR's Bibayan,Fariborz D E 07-25-2017 112-08-2018 i 16 ............................._385?.._........__..... 385 0 20 396 I 396 Customer (Owner Total 781 ....................._781 Orange County Sanitation District- Orange County Sanitation District- :Fountain Valley,CA Fountain Valley,CA 10844 Ellis Avenue E 10844 Ellis Avenue i Orange i Orange Fountain Valley CA 92708 Fountain Valley CA 92708 +1 714 9622411 +1 714 9622411 28/82 .>. Last Refresh Date:05-31-2022 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200330 Prime CHARLES KING CO.-LA COUNTY I JOINT OUTFALL B UNIT 6H TRUNK JC $146,978 $146,857 Project Manager Bid Date I Project Close Date AIS I Total SR's Bibayan,Fariborz D 108-24-2017 02-07-2018 20 188 1 168 0 24 416 416 Customer Owner Total 5841 584 !Los Angeles County-Whitter,CA- !Los Angeles County-Whitter,CA- Sanitation District !Sanitation District 11955 Workman Mill Road 11955 Workman Mill Road ;Los Angeles !Los Angeles ;_Whittier CA 90601-1415 !Whittier CA 90601-1415 1 +1 562 6997411 1+1 562 6997411 ,1 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200331 Prime CYPRESS,CA-PROJECT 200 I SEWER RELINING PROJECT 200 JC $268,435 $276,329 Project Manager Bid Date Project Close Date AIS SR I Total NM Bibayan,Fariborz D 111-01-2017 03-02-2018 1 82,379 0 i 2,379 821 10 526 j 0 526 • 1 Customer Owner 15 330 0 I 330 ;City of Cypress,CA City of Cypress,CA Total 3,2351 0 3,235 300 E Chapman Avenue 1300 E Chapman Avenue 1 Orange I Orange Cypress CA 90630 I Cypress CA 90630 +1 714 2296740 I+1 714 2296740 �( Last Refresh Date:05-31-2022 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200333 Prime FLUOR ENTERPRISES,ING-PE&G I PG&E DIABLO CANYON-UNIT 2 JC $829,797 $1,326,422 Project Manager Bid Date Project Close Date PPL Total SR's Bibayan,Fariborz D 12-12-2017 03-26-2018 1 20 95 I 95 0 Total 95 i 95 Customer Owner Pacific Gas and Electric Company I Pacific Gas and Electric Company (PG&E)-Avila Beach,CA-Diablo (PG&E)-Avila Beach,CA-Diablo Canyon Power Plant Canyon Power Plant P.O.Box 56 P.O.Box 56 San Luis Obispo San Luis Obispo ;Avila Beach CA 93424 i Avila Beach CA 93424 +1 805 5465280 +1 805 5465280 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200334 Prime ALHAMBRA,CA-No.N2M17-137 I CYPRESS,ESSEXFELLS,VEGA& JC $296,154 $303,576 Project Manager I Bid Date Project Close Date AIS I SR Total MEM Bibayan,Fariborz D 101-04-2018 06-12-2018 8 597 I 0 597; i �5 12 324 I 0 324; Customer I Owner Total 921! 0 921 City of Alhambra,CA City of Alhambra,CA 68 S 1st Street 168 S 1st Street Los Angeles Los Angeles I Alhambra CA 91801-3796 Alhambra CA 91801-3796 +1 626 5705011 I+1 626 5705011 GYP „ 30/82 4tz nta laraa � Last Refresh Date:05-31-2022 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200335 Prime YORBA LINDA WATER DISTRICT I 2018 SEW.MAIN CIPP,C#J2017-37S JC $166,111 $168,594 Project Manager Bid Date Project Close Date AIS I SR 1 Total WM 'Padilla,Adrian Miguel 101-31-2018 08-03-2018 --__ 8 2,745 0 1 2,745 I I 151 10 401 I 0€ 4011 Customer Owner 12 851 0 I 85 1 Yorba Linda Water District- i Yorba Linda Water District- Total 3,231 0 3,231 i Placentia,CA I Placentia,CA 1717 E Mira Loma Avenue '1717 E Mira Loma Avenue Orange Orange Placentia CA 92870 ,Placentia CA 92870 i '+1 714 7013106 1+1 714 7013106 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200336 Prime BAKERSFIELD CA,CAMPUS PARK I CAMPUS PARK AREA SEWER REHAB JC $1,955,379 $2,013,297 Project Manager I Bid Date 1 Project Close Date AIS I Total SR's Bibayan,Fariborz D 102-15-2018 07-26-2018 30 169 I169 p 39 6,813 i 6,813 Customer Owner 42 158! 158 City of Bakersfield,CA-`Main City of Bakersfield,CA-`Main Total 7,140 j 7,140 1501 Truxtun Avenue 1501 Truxtun Avenue Kern Kern Bakersfield CA 93301-5270 Bakersfield CA 93301-5270 +1 661 3263781 1+1 661 3263781 • , ... , .. . . Infti ;.. , Afaalilmedmow: Last Refresh Date:05-31-2022 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200337 Prime SOUTH BAY CITIES SANIT.D LA CO I PLAZA TRUNK SEW.REHAB,CT#5086 JC $737,400 $6B2,477 Project Manager 1 Bid Date Project Close Date i AIS 1 SR j Total IMilI !,Bibayan,Fariborz D 1 02-01-2018 08-29-2018 10 1,855; 0 1,855'. 23; . . 12 1,514; 0 1,514' Customer Owner Total 3,369: 0; 3,369 Los Angeles County-Whitter,CA- Los Angeles County-Whitter,CA- 'Sanitation District Sanitation District 1955 Workman Mill Road 1955 Workman Mill Road Los Angeles Los Angeles Whittier CA 90601-1415 Whittier CA 90601-1415 +1 562 6997411 +1 562 6997411 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200338 Prime LONG BEACH CA,PRJ.2(SC-0304) I SANIT.SEW.REH.PJ.2(SC-0304) JC $412,886 $452,952 Project Manager 1 Bid Date Project Close Date AIS SR 1 Total 111101111111 Bibayan,Fariborz D 101-18-2018 11-09-2018 8 7,068: 0 7,0681; 261 1 10 324 1 0 324 i 1 Customer 1 Owner Total 7,392 i o 7,392. Long Beach Water Department-Long ,Long Beach Water Department-Long Beach,CA Beach,CA 1800 E Wardlow Road I 1800 E Wardlow Road Los Angeles ;Los Angeles Long Beach CA 90807-4994 Long Beach CA 90807-4994 +1 562 5702336 i 1+1 562 5702336 , , t � r 32/82 Last Refresh Date:05-31-2022 — ,7,1 ,. 6) Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200339 Prime CO SANI DIST OF LOS ANGELES 16 I MONTEREY HILLS TRUNK REHAB JC $53,721 $54,129 Project Manager l Bid Date I Project Close Date AIS Total SR's Padilla,Adrian Miguel 103-27-2018 09-04-2018 15 367 I 367 0 Total 367 l 367 Customer Owner Los Angeles County-Whitter,CA- j Los Angeles County-Whitter,CA- Sanitation District I Sanitation District 1955 Workman Mill Road '1955 Workman Mill Road Los Angeles Los Angeles I Whittier CA 90601-1415 Whittier CA 90601-1415 +1 562 6997411 I+1 562 6997411 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200340 Prime LAKE ARROWHEAD COMM.SVCS DIST I AQUA FRIA/BLUE JAY SLIP LINING JC $268,199 $268,199 Project Manager Bid Date Project Close Date AIS SR ( Total Inn Padilla,Adrian Miguel 104-12-2018 10-19-2018 8_......._._........_5,222I _— 0_._......_.........._5,222 i l 53 j Total 5,222• 0; 5,222 Customer Owner Lake Arrowhead Community Services Lake Arrowhead Community Services District-Lake Arrowhead,CA i District-Lake Arrowhead,CA 28200 State Highway 189 Lower Village S 28200 State Highway 189 Lower Village S P.O.Box 700 ,P.O.Box 700 San Bernardino I San Bernardino Lake Arrowhead CA 92352 I Lake Arrowhead CA 92352 i+1 909 3378555 I+1 909 3378555 33/62 . � k ° Last Refresh Date:05-31-2022 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200341 Prime CO SANI DIST 2 OF LOS ANGELES I OLD SCHOOL RIVER RD.PHASE 2 JC $2,296,468 $2,263,750 Project Manager Bid Date Project Close Date AIS I SR I STD Total SR's 'Padilla,Adrian Miguel 104-17-2018 12-04-2018 18 442 i 0 i 50 492 3' 24 2,539 I 0 I 0• 2,539 Customer Owner 27 1,856 I 0' 0 1,856 1 Los Angeles County-Whitter,CA- Los Angeles County-Whitter,CA- ! 33 0 0 167; 167' SanitationDistrict Sanitation District i _ ......._.......... ........._........_.__..._............................;....................................................................................._..; 1955 Workman Mill Road 1955 Workman Mill Road Total 4,837_ 0' 217 5,054 Los Angeles i Los Angeles Whittier CA 90601-1415 I Whittier CA 90601-1415 '+1 562 6997411 I+1 562 6997411 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200342 Prime IRVINE RNCH WTR DIST. #07097 I MICHELSON FORCE MAIN IMPRVMNTS JC $1,787,045 $2,291,986 Project Manager Bid Date Project Close Date SIT Total SR's 'Bibayan,Fariborz D ,04-10-2018 09-06-2019 12 3,429 I 3,429 0 Total 3,429 j 3,429 Customer Owner Irvine Ranch Water District-Irvine,CA Irvine Ranch Water District-Irvine,CA '15600 Sand Canyon Avenue 15600 Sand Canyon Avenue 'Orange Orange Irvine CA 92618 Irvine CA 92618 '+1 949 4535300 +1 949 4535300 34/82 . . z 4.xatte�r'a.d, tia* s ,t � Last Refresh Date:05-31-2022 r�r�g�,�ar;/ Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200343 Prime FALLBROOK PUBLIC UTIL.DIS.FY18 I SEW.MAINLINE&MH RELINING FY16 JC $259,415 $169,158 Project Manager Bid Date Project Close Date AIS SR I Total Padilla,Adrian Miguel 106-13-2018 01-16-2019 8 70210` 702 C 11 l 12 988; 0 I 988 I Customer Owner Total 1,6901 0! 1,690j •Fallbrook Public Utility District- 1 Fallbrook Public Utility District • - Fallbrook,CA Fallbrook,CA 990 E Mission Road 990 E Mission Road I San Diego San Diego Fallbrook CA 92028-2232 I Fallbrook CA 92028-2232 +1 760 7281125 I+1 760 7281125 , Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200344 Sub GSE CONST.,BAKERSFIELD,CA I WWfP No.2#SC-702-004 JC $303,600 $303,600 Project Manager Bid Date Project Close Date AIS Total SR's Padilla,Adrian Miguel i09-07-2016 10-15-2018 60 2501 250 0 Total 2501 250 Customer Owner GSE Construction-Livermore,CA !City of Bakersfield,CA-'Main 6850 Preston Ave 1 1501 Truxtun Avenue Alameda Kern Livermore CA 94551 Bakersfield CA 93301-5270 ;+1 925 4470292 1+1 661 3263781 , y 35/62 :.: (4, � rwyr Last Refresh Date:05-31-2022 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200345 Sub MIKE PRLICH&SONS,LOS ANGELES I HIGHLAND PARK/EAGLE ROCK REHAB JC $274,255 $259,907 Project Manager Bid Date Project Close Date AIS I SR ( Total WM IBibayan,Fariborz D ;03-28-2018 05-09-2019 I 16 440 I 0 i 440 i I 23 18 805 I 0 I 805 Customer Owner 21 368 I 0I 368 •I City of Los Angeles,CA-Dept of Public ! Total 1,613 0 I 1,613 i Mike Prlich&Sons-Baldwin Park,CA Works • _.._..................._...._.....................3 5103 Elton Street 1149 S Broadway-6th Floor Los Angeles Los Angeles Baldwin Park CA 91706 I Los Angeles CA 90015 I +1 626 8131700 I+1 213 8475167 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200346 Prime POWAY CA,2018-2019,BID#19-007 I 2018-2019 CMP ANNUAL REPAIR JC $237,784 $259,773 Project Manager Bid Date Project Close Date AIS I SR Ii Total arni Bibayan,Fariborz D f 09-04-2018 03-27-2019 i 18 247 I 0' 247 i i 1 21 76 I 0 i 76 Customer Owner 24 703 I 0 1 703 City of Poway,CA I City of Poway,CA 30 189€ 0' 189 •13325 Civic Center Drive 13325 Civic Center Drive ! Total 1,215 I 01 1,215 San Diego I San Diego i Poway CA 92064-5755 [Poway CA 92064-5755 l +1 858 7486600 ,+1 858 7486600 j Intiz + 36/62 Oti�'rntxad,; " Last Refresh Date:05-31-2022 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200347 Prime COUNTY SANI DIST No.8-LA CO I DAVIDSON CITY TRUNK SWR REHAB JC $1,758,718 $1,735,218 Project Manager Bid Date Project Close Date AIS SR I Total NMI Bibayan,Fariborz D 10-23-2018 08-20-2019 18 1,812; 0 1.812 i 42 21 1,584 0 i 1,584 Customer Owner 24 60€ 0 i 60 I Los Angeles County-Whitter,CA- ;Los Angeles County-Whitter,CA- Total 3,456; 0; 3,456 Sanitation District i Sanitation District __.............................__......:._._._..._..._._._..._..........: 1955 Workman Mill Road 11955 Workman Mill Road Los Angeles !Los Angeles Whittier CA 90601-1415 !Whittier CA 90601-1415 +1 562 6997411 +1 562 6997411 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200348 Sub JR FILANC CONSTRUC CARLSBAD,CA I ENCINA WASTERWATER AUTHORITY JC $779,600 $803,331 Project Manager Bid Date Project Close Dale SR STD I Total IIINI • Bibayan,Fariborz D 108-16-2018 06-21-2019 72 0 i 516; 516' 2 Total 0 i 516 516 Customer (Owner J.R.Filanc Construction*Main- ;Encina Wastewater Authority- CA Carlsbad,CA 740 North Andreasen Drive 16200 Avenida Encinas San Diego San Diego Escondido CA 92029 1 Carlsbad CA 92008 +1 760 9417130 I+1 760 2688825 -,,,„ ^ �� +� 37/62 r turior �'." Last Refresh Date:05 31-2022 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200349 Sub BHI ENERGY-PG&E DIABLO CANYON I CAST IRON PIPE REPAIR NUCLEAR JC $1,345,878 $1,351,675 Project Manager Bid Date Project Close Date SIT Total SR`s Bibayan,Fariborz D 112-03-2018 03-22-2019 20 ..................................85'............__._.._....._85 0 Total 85: 85 Customer Owner I Pacific Gas and Electric Company BHI Energy Specialty Services- I(PG&E)-Avila Beach,CA-Diablo Lawrenceville,GA Canyon Power Plant 20005 Newport Parkway P.O.Box 56 Gwinnett San Luis Obispo Lawrenceville GA 30043 'Avila Beach CA 93424 +1 678 2051281 j+1 805 5465280 • Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200350 Prime CYPRESS,CA-CDBG PROJECT 218 j SEWER REHAB PROJECT 218 JC $103,040 $91,570 Project Manager I Bid Date Protect Close Date AIS SR I Total �. :Padilla,Adrian Miguel IO2-o6-2019 05-17-2019 8 671 0: 671:i 12' Total 671 0: 671 Customer Owner City of Cypress,CA City of Cypress,CA ' 300 E Chapman Avenue f 300 E Chapman Avenue Orange Orange Cypress CA 90630 :Cypress CA 90630 +1 714 2296740 I+1 714 2296740 i Cii , ' ; _Wili___. 38/62 nirtwm, Last Refresh Date:05-31-2022 ' ''' ' Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200351 Prime RANCHO CA WATER DIST.TEMECULA I SEW.COLLSYS.,PJ#PG168/50014 JC $258,977 $299,460 Project Manager Bid Date Project Close Date AIS SR I Total 111MI. Padilla,Adrian Miguel 01-24-2019 08-23-2019 8 4,475 0 i , , 4,475.i 69• 11 15 175 0 175 I Customer Owner Total 4,650 0 I 4,650 I Rancho California Water District- I Rancho California Water District- • Temecula,CA Temecula,CA •••42135 Winchester Road 42135 Winchester Road Riverside Riverside ;Temecula CA 92589 Temecula CA 92589 i 1 +1 951 2966900 :+1 951 2966900 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200352 Sub SPIESS CONST.CO.,PISMO BEACH I ARROYO GRANDE BLUFF SWR PROJEC JC $4,950 $110,937 Project Manager Bid Date 1 Project Close Date AIS SR I Total WM : 198 I;Bibayan,Fariborz D 102-14-2019 05-31-2019 15 198: 0: 1', Total 198 1 0 I. 1981 , Customer Owner 'Spiess Construction Company,Inc: SCCI Tanks-Santa Maria,CA City of Pismo Beach,CA ... ,1110 East Clark Avenue I 760 Mattie Road 'POBox 249 ,San Luis Obispo :Santa Barbara Pismo Beach CA 93449 +1 805 9375859 +1 805 7734656 . 39/62 n� tia .r ARAVIektif4.7 : Last Refresh Date:05-31-2022 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200353 Prime SOLVANG,CA-MISSION DR.PW118 I SWR MAIN CROSSING REPAIR PW118 JC $69,994 $67,582 Project Manager Bid Date Project Close Date AIS I Total SR's Bibayan,Fariborz D 03-05-2019 05-31-2019 , 12 185' 1B5 0 Total 185€ 185 Customer Owner City of Solvang,CA j City of Solvang,CA POBox107 POBox107 Santa Barbara Santa Barbara Solvang CA 93464-0107 Solvang CA 93464-0107 +1 805 6885575 j+1 805 6885575 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200354 Prime COUNTY SANI.DIST NO.18 LA CO I SOUTH WHITTIER OUTFALL PHASE 3 JC $1,167,393 $1,164,352 Project Manager (Bid Date Project Close Date AIS ( SR ( STD Total SR's Bibayan,Fariborz D 103-05-2019 11-04-2019 I 24.........................2,236!....................................._0...t....................._......_159...'....................._2,395, 3 i 30 1,064' 0' 0 1,064' Customer Owner Total 3,300 0 159 3,459 Los Angeles County-Whitter,CA- Los Angeles County-Whitter,CA- Sanitation District i Sanitation District 1955 Workman Mill Road 1955 Workman Mill Road Los Angeles Los Angeles Whittier CA 90601-1415 ,Whittier CA 90601-1415 +1 562 6997411 +1 562 6997411 � s „£ 40/62 � r Last Refresh Date:05-31-2022 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200355 Prime LONG BEACH,CA #3(SSRRP-3) I SANIT.SEW.REH.PJ.3(SSRRP-3) JC $374,458 $418,591 Project Manager Bid Date Project Close Date AIS I SR I Total Bibayan,Fariborz D 102-07-2019 11-15-2019 8 6,514 0' 6,514 i 262 10 514 0' 514 Customer Owner Total 7,028 0 7,028 Long Beach Water Department-Long I Long Beach Water Department-Long Beach,CA I Beach,CA 1800 E Wardlow Road 1800 E Wardlow Road Los Angeles I Los Angeles Long Beach CA 90807-4994 f Long Beach CA 90807-4994 +1 562 5702336 +1 562 5702336 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200356 Sub ORION CONST.CORP. -SAN DIEGO I PARK VILLAGE RD.SD EMERGENCY JC $681,739 $720,325 Project Manager Bid Date Project Close Date COM Total SR's Bibayan,Fariborz D 04-01-2019 11-08-2019 102 165` 165 0 Total 165 165 Customer Owner City of San Diego,CA-*Main-202 C Orion Construction-Vista,CA Street 202 C Street 2185 La Mirada Drive San Diego Vista CA 92081 San Diego CA 92101-4806 +1 760 5979660 +1 619 2366363 ,.- -- -,;_, , ..„,., ,, 6 inoittiform 41/62 „ i ,,. � f Last Refresh Date:OS 31 2022 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200357 Prime SANTA ROSA REGIONAL RESOURCES I MURRIETA CREEK#S0195 JC $189,000 $189,000 Project Manager Bid Date Project Close Date AIS Total SR's Bibayan,Fariborz D 104-04-2019 11-27-2019 30 .._._..__..............._361 l ........................_361... 0 Total 361 361 Customer Owner Rancho California Water District- i Rancho California Water District- Temecula,CA Temecula,CA 42135 Winchester Road 142135 Winchester Road Riverside Riverside Temecula CA 92589 j Temecula CA 92589 +1 951 2966900 1+1 951 2966900 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200358 Sub MYERS&SONS CONSTR.,OCSD I OCSD PRIM.CLARIFIERS AT PLANT2 JC $1,265,647 $1,281,229 Project Manager Bid Date Project Close Date STD 1 Total SR's Bibayan,Fariborz D j12-04-2018 05-23-2021 36 128':. 128 0 42 413 413 Customer Owner 48 381 381_. Myers&Sons Construction- Orange County Sanitation District- j Total�■ N Sacramento,CA Fountain Valley,CA 4600 North ate Blvd i 10844 Ellis Avenue Suite 100 Orange Sacramento Fountain Valley CA 92708 +1 916 2839950 I+1 714 9622411 I .:, c, -1,,,,, ,t„,„,,m,,, , . 42/62 Last Refresh Date:05-31-2022 t..Ai tr'gI itFiitt rifAit t Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200359 Prime PACIFIC HYDROTECH CRP,N.TUSKIN I PEACOCK RESERVOIR TEMP.TANKS JC $45,280 $55,235 Project Manager Bid Date Project Close Date AIS I Total SR's iBibayan,Fariborz D 102-01-2019 OB-09-2019 16 86: 86 0 Total 86 86 Customer Owner Pacific Hydrotech Corporation-Perris, I Pacific Hydrotech Corporation-Perris, CA jICA 314 E.3rd.St. 1314 E.3rd.St. Riverside Riverside Perris CA 92570 Perris CA 92570 +1 951 9438803 I+1 951 9438803 Protect Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200360 Prime COLTON,CA-FY 18-19 FY18-19 SWR LINING PROJECT JC $333,921 $360,320 Project Manager Bid Date Project Close Date AIS 1 SR ( Total IIEM ;Bibayan,Fariborz D 105-16-2019 10-04-2019 j 6 ............_........._1,1801_..... 0 i 1,180'I 192 6 3,934; 0 3,934 Customer Owner 10 1,978 i 0 i 1,978 1 City of Colton,CA i City of Colton,CA 1201 S Rancho Avenue 11201 S Rancho Avenue t 18 350 i 0 1 350i San Bernardino i San Bernardino Colton CA 92324-3342 !Colton CA 92324-3342 Total 7,615 i 0; 7,615 i ; ;+1 909 3705179 j+1 909 3705179 , „,, 43/62 Last Refresh Date:05-31-2022 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200362 Sub CHARLES KING CO.,LACSD j LAKEWOOD EMERGENCY 33”PRJT JC $141,195 $142,976 Project Manager Bid Date Project Close Date AIS SR I. Total MEM Padilla,Adrian Miguel 108-02-2019 09-03-2019 33 373 I 0 1 373" 1 Total 373I 0 i 373 Customer Owner Charles King Company-San Marcos, Los Angeles County-Whitter,CA- CA Sanitation District 1955 Workman Mill Road 228 Navajo Street Los Angeles San Marcos CA 92078 Whittier CA 90601-1415 +1 760 7369990 +1 562 6997411 Project Final Contract JDE Job Number Rale Project Description Status Contract Value Amount 200363 Prime THOUSAND OAKS CA,CITY#CI 5396 I WW PIPE&MAINT.HOLE LINING JC $720,456 $812,431 Project Manager Bid Date Project Close Date AIS I SR I Total 1111111111111 Bibayan,Fariborz D 08-07-2019 07-07-2020 8 12,213 I 0 I 12,213 I I 109 10 655€ 0 655 Customer I Owner 12 375: 0 375 City of Thousand Oaks,CA !City of Thousand Oaks,CA Total 13,243 0 13,243 2100 Thousand Oaks Boulevard 2.100 Thousand Oaks Boulevard Ventura I Ventura Thousand Oaks CA 91362 `Thousand Oaks CA 91362 i +1 805 4492400 +1 805 4492400 e /'/''''�� 44/62 !S �� .'< r atrr,rt ra Last Refresh Date:05 31-2022 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200364 Sub VIDO ARTUKOVITCH&SONNIDMAR I NOS UNIT 12 AVE.19&HUMMBOLDT JC $636,436 $639,987 Project Manager Bid Date Project Close Date SR I STD I Total Bibayan,Fariborz D 108-09-2019 11-05-2019 48 0: 728 i 728 ! 2 Total 0; 728; 728 I Customer Owner ;Vido Artukovich&Son,inc-South El !City of Los Angeles,CA-Dept of Public Monte,CA 1 Works 11155 Rush Street 1149 S Broadway-6th Floor Los Angeles Los Angeles :South El Monte CA 91733 Los Angeles CA 90015 :+1 626 4444286 I+1 213 8475167 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200365 Sub CHARLES KING CO.,STANTON,CA I STANTON SWR IMPRVMNT PRJT JC $184,860 $106,454 Project Manager Bid Date I Project Close Date AIS I SR 1 Total IrEll ;Padilla,Adrian Miguel 108-19-2019 01-16-2020 1 8 2,323 0 i 2,323 I I 46 Total 2,323; 0; 2,323 Customer Owner Charles King Company-San Marcos, CA i City of Stanton,CA '7800 Katella Avenue 228 Navajo Street Orange I San Marcos CA 92078 ,Stanton CA 90660-3162 +1 760 7369990 I+1 714 3799222 . s' 45/62 ttr Last Refresh Date:05-31.-2022 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200366 Sub MURRIETA DEV.CO.,TEMECULA,CA I DE LUZ SVCS DIST-FEMA 23 LOC JC $329,719 $404,059 Project Manager Bid Date Project Close Date AIS SR I Total Padilla,Adrian Miguel 1 08-06-2019 03-09-2020 18 114; 0 114' 0 Customer Owner 30 227 0' 227 Murrieta Development Inc.-Temecula, I.Deluz Community Services District- I 36 50 0€ 50' CA 'Murrierta,CA 66..........-................-..._70 -.-.-......................__ ._..-............................. �. 205 41606,7090 Date Street 42540 Rio Nedo Rd. Riverside Total 699 0 6991 Temecula CA 92590 Murrierta CA 92562 i i +1 951 7191660 +1 951 6960060 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200368 Prime COUNTY SANI.DIST.No.2 LA CO, I JOINT OUTFALL"B"UNIT 5C JC $186,507 $186,477 Project Manager Bid Date Project Close Date STD I Total 'Padilla,Adrian Miguel 109-19-2019 01-29-2020 I 21 ...............................100___._........_. 100 0 24 100 i 100 Customer Owner Total 200' 200 'Los Angeles County-Whitter,CA- ±Los Angeles County-Whitter,CA- Sanitation District 'Sanitation District • 1955 Workman Mill Road i 1955 Workman Mill Road • Los Angeles Los Angeles Whittier CA 90601-1415 Whittier CA 90601-1415 '+1 562 6997411 +1 582 6997411 ' - i ,lititair 46/62 Last Refresh Date:05-31-2022 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200369 Prime ALHAMBRA,CA-VEGA ST.EASEMENT I EMERGENCY REPAIR VEGA ST. JC $30,380 $29,500 Project Manager Bid Date Project Close Date AIS I SR I Total NM 'Padilla,Adrian Miguel 11-01-2019 11-12-2019 1 ! 8 208 i 0 i 2081i 51 Total 208 1 0 1 208 Customer Owner ..• City of Alhambra,CA ICity of Alhambra,CA • 68 S 1st Street 68 S 1st Street Los Angeles Los Angeles Alhambra CA 91801-3796 Alhambra CA 91801-3796 +1 626 5705011 • +1 626 5705011 • Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200370 Prime GARDEN GROVE SANITARY DISTRICT I #7839,SS REHAB PHASE 1-#1&2 JC $914,575 $919,383 Project Manager Bid Date Project Close Date AIS I SR I UVG Total SR's , • . ,•• I I . I Padilla,Adrian Miguel 10-23-2019 06-04-2020 . 6 0 i 0 55 I 55 I I 394 ••• • i I , ! 8 391 I 0 I 14,283 i 14,674 i 4 i : I Customer I Owner Total 391: 0 I 14,338 I 14,729 i City of Garden Grove,CA 1 City of Garden Grove,CA I-- 11222 Acacia Parkway I 11222 Acacia Parkway Orange 1 Orange Garden Grove CA 92842-3070 !Garden Grove CA 92842-3070 +1 714 7415000 +1 714 7415000 • : . . . . " .: � +. 47162 Ag 6a; �, Last Refresh Date:05-31-2022 Project Final Contract JDE Job Number Rote Project Description Status Contract Value Amount 200371 Prime COUNTY SANITATION DIST/LA CO. I VALENCIA TRUNK REHAB DIST 32 JC $94,785 $142,382 Project Manager Bid Date Project Close Date AIS I Total SR's Padilla,Adrian Miguel 10-25-2019 01-13-2020 • 24 235 235 0 Total 235' 235 Customer Owner Los Angeles County-Whitter,CA- j Los Angeles County-Whitter,CA- Sanitation District j Sanitation District 1955 Workman Mill Road 1955 Workman Mill Road 'Los Angeles Los Angeles I.Whittier CA 90601-1415 I Whittier CA 90601-1415 +1 562 6897411 i+1 562 6997411 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200372 Prime TEMESCAL VALLEY WATER DIST. I TEMESCAL CANYON WATERLINE JC $90,142 $90,176 Project Manager Bid Date Project Close Date AIS I Total Bibayan,Fariborz D 11-08-2019 101-10-2020 15 438 s 438 11011! Total 438[ 438 Customer Owner i Temescal Valley Water District- I Temescal Valley Water District- Temescal Valley,CA I Temescal Valley,CA 22646 Temescal Canyon Road 122646 Temescal Canyon Road i Riverside 'Riverside I Temescal Valley CA 92883 Temescal Valley CA 92883 +1 951 2771414 +1 951 2771414 48/82 Last Refresh Date:05-31-2022 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200373 Prime YORBA LINDA WATER DIST-2019 I 2019 SEW.MAIN CIPP,C#J2019-39S . JC $247,037 $257,291 Project Manager Bid Date Project Close Date AIS 1 SR 1 STD 1 Total SR's 1Bibayan,Fariborz D 110-30-2019 03-20-2020 6 508: 0! 0' 508 1! 51 8 2,204 0 1 827 3,031 1 • : : i Customer Owner 12 331 ; 0! 0 i 331 Yorba Linda Water District- Yorba Linda Water District- ' , 15 778' 0 I 0 1 778 Placentia,CA 1 Placentia,CA i ; I.. . , 4, 11717 E Mira Loma Avenue i 1717 E Mira Loma Avenue 3821 i Total 0 827 648 i Orange Orange Placentia CA 92870 Placentia CA 92870 — c 4 +1 714 7013106 '+1 714 7013106 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200374 Prime COUNTY SANIT.DIST.NO.5 LA CO. I GARDENA PUMP TRUNK SEW.CT#5243 JC $2,762,486 $2,908,237 Project Manager Bid Date Project Close Date AIS SR [ Total IllEll Bibayan,Fariborz D 110-29-2019 10-13-2020 i 10 918 i 0 1 9181i 77 15 5,065 1 0 5,065 Customer Owner 18 474 1 Ell 474 ! : Los Angeles County-Whitter,CA- 1 Los Angeles County-Whitter,CA- 21 2,428 1 0 1 2,428 i Sanitation District !Sanitation District i i 1955 Workman Mill Road 1955 Workman Mill Road 24 2,623 0 2,623 Los Angeles Los Angeles Total 11,508 0 11,508 Whittier CA 90601-1415 Whittier CA 90601-1415 +1 562 6997411 I+1 582 6997411 . . v 49/62 a Mont*Awry" , Last Refresh Date:05-31-2022 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200375 Prime SIMI VALLEY,CA- #SV 19-09 I STRATHEARN PUARROYO REHAB JC $1,612,772 $1,616,027 Project Manager Bid Date Project Close Date AIS I SR 1 Total j Ern ;Bibayan,Fariborz D 12-11-2019 05-15-2020 27 1,6321 0 1 1,632;1 6 33 1,8501 01 1,850 Customer Owner 48 1,350; 0 l 1,350 City of Simi Valley,CA `City of Simi Valley,CA ' i Total 4,832 0 4,832 i 500 W Los Angeles Avenue ,500 W Los Angeles Avenue Ventura ;Ventura Simi Valley CA 93065-1644 ;Simi Valley CA 93065-1644 1+1 805 5836400 +1 805 5836400 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200376 Sub MURRIETA DEV.CO.,TEMECULA,CA I DE LUZ SVCS DIST-FEMA 34 JC $91,609 $160,345 Project Manager Bid Date Project Close Date AIS ( Total SR's :Bibayan,Fariborz D 10-01-2019 02-28-2020 , 24 1201 120 0 30 48: 48 Customer Owner 36 46 46 :Murrieta Development Inc.-Temecula, 'Deluz Community Services District- Total 214 214 CA Murrierta,CA 205 41606,7090 Date Street 42540 Rio Nedo Rd. Riverside Temecula CA 92590 i Murrierta CA 92562 +1 951 7191680 ' +1 951 6960060 !° , (coiji— iirtel„ ititionn Ce 50/82 Last Refresh Date:05-31-2022 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200377 Prime COUNTY SANIT.DIST.NO.22 LA CO. I SUNFLOWER TRUNK SEWER EMERG. JC $108,432 $109,630 Project Manager Bid Date Project Close Date AIS SR r Total am 'Padilla,Adrian Miguel 12-23-2019 01-31-2020 15 383; 0; 383, 3 , ! Total 383 0: i • 383 Customer Owner Los Angeles County-Whitter,CA- 1 Los Angeles County-VVhitter,CA- Sanitation District 'Sanitation District 1955 Workman Mill Road 1955 Workman Mill Road Los Angeles Los Angeles Whittier CA 90601-1415 Whittier CA 90601-1415 +1 562 6997411 1+1 562 6997411 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200379 Prime VALLECITOS WATER DISTRICT I SEWER LINING&REHAB 2019 JC $631,345 $609,287 Project Manager Bid Date Project Close Date AIS 1 ILS SR Total Ill= 1 460: Bibayan,Fariborz D 101-07-2020 04-24-2020 , 6 0 460 0 1 177 • — — , 1 . • 8 9,199! 0• 0 9,199 Customer Owner 10 442! 0 0 442 Vallecitos Water District-San Marcos, Vallecitos Water District-San Marcos, ! Total 9,641 : 460 0 10,101 CA CA 201 Vallecitos De Oro 201 Vallecitos De Oro San Diego San Diego San Marcos CA 92069-1453 San Marcos CA 92069-1453 +1 760 7440460 +1 760 7440460 • _: t$11'r++ff ' •+ t R 51/82 ;, ii„ a - riw: Lasefresh Date:05-31-2022 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200380 Prime GOLETA SANI.DIST.,GOLETA,CA I 2020 PIPELINE REHAB PROJECT JC $723,726 $753,664 Project Manager Bid Date I Project Close Date AIS I SR . Total Bibayan,Fariborz D 01-28-2020 06-12-2020 6 301; 0€ 301 69 8 5,758' 0; 5,758 Customer Owner 12 760':. 0 i 760 Sanitary Total ........................_6,818,........................................o_,........................6,819 i Goleta SanitaryDistrict-Santa Goleta District-Santa ;Barbara,CA Barbara:CA :.._....._.._._.._.........._........_:............................................: •1 William Moffett Place i 1 William Moffett Place • Santa Barbara ;Santa Barbara Goleta CA 93116-0906 I Goleta CA 93116-0906 1 +1 805 9874519 1+1 805 9674519 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200381 Prime LACSD-LANCASTER,CA I TRUNK D SWR REHAB.-LACSD JC $328,703 $327,326 Project Manager Bid Date Project Close Date AIS SR I Total E Bibayan,Fariborz D 103-03-2020 10-09-2020 10 1,650 I 0 1,650 21 Customer I Owner Total 3,340 0; 3,340; Los Angeles County-Whitter,CA- ;Los Angeles County-Whitter,CA- Sanitation District ;Sanitation District 1955 Workman Mill Road 1955 Workman Mill Road Los Angeles Los Angeles • Whittier CA 90601-1415 .Whittier CA 90601-1415 ' i +1 582 6997411 1+1 562 6997411 :t ct,,,,it_,,, c.„,_ ,,, " 52/82 riir 1 err.`gr 04; Last Refresh Date:05-31-2022 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200382 Prime WEKA,INC. I JCSD-UPPR CORSSINGS/GLEN TRUNK JC $70,383 $71,075 Project Manager Bid Date Project Close Date AIS SR I Total 1112. Bibayan,Fariborz D I04-D7-2020 10-19-2020 8 895 l 0 895 1 15 361 I 0 I 361 Customer Owner Total 1,256 I 0 j 1,256 Jurupa Community Services District- Jurupa Community Services District- :Jurupa Valley,CA Jurupa Valley,CA 11201 Harrel Street 11201 Harrel Street Riverside Riverside j Jurupa Valley CA 92509-3229 Jurupa Valley CA 92509-3229 +1 909 6857434 I+1 909 6857434 i Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200383 Sub VASILJ,INC.-FOUNTAIN VALLEY I SEWER SYS REPLACEMENT PROJECT JC $132,230 $150,090 Project Manager Bid Date Project Close Date AIS SR l Total Bibayan,Fariborz D 103-30-2020 12-28-2020 ! 8 1,955 0 1,955°` 38 10 1,498 I 0 I 1,498 Customer Owner 15 27 i 0 I 27 Vasilj Construction,Inc-Irwindale,CA City of Fountain Valley,CA Total 3,480 I 0 I 3,480 15531 Arrow Highway 10200 Slater Avenue Los Angeles Orange Irwindale CA 91706 Fountain Valley CA 92708-4736 +1 626 4801442 .+1 714 9854400 53/82 61046 . 04., Last Refresh Date:05-31-2022 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200384 Sub CHARLES KING CO.,LACSD I LACSD-S.WHITHER OUTFALL-PH 4 JC $140,387 $150,450 Project Manager l Bid Date Project Close Date STD Total SR's Bibayan,Faribbrz D ;02-04-2020 03-06-2021 54 70 70 0 Total 70 70 Customer Owner Charles Tan&Associates,Inc.-Los l Los Angeles County-Whitter,CA- Angeles,CA I Sanitation District j 320 Ease 2nd St Ste 316 1955 Workman Mill Road Los Angeles Los Angeles Los Angeles CA 90012 ,Whittier CA 90601-1415 +1 213 6288018 �+1 562 6997411 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200386 Prime OJAI VALLEY SANI DIST 2020 I 2020 SEWER MAIN REHAB#2020-01 JC $413,476 $398,876 Project Manager Bid Date Project Close Date AIS SR f Total Mill : ;Bibayan,Fariborz D 103-12-2020 08-12-2020 ' 8 7,075 0' 7,075 168 10 5,445' 0 5,445 Customer (Owner Total 12,520 0' 12,520' Ojai Valley Sanitary District !Ojai Valley Sanitary District , 1072 Tico Road 11072 Tico Road Ventura I Ventura ; ;Ojai CA 93023 [Ojai CA 93023 +1 805 6465548 i+1 805 6465548 , t Last Refresh Date:05-31 2022 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200387 Prime LAKE ARROWHEAD COMM.SVCS DIST I NORTH BAY SLIP LINING PHASE 1 JC $1,308,795 $1,370,447 Project Manager Bid Date Project Close Date AIS SR I Total MEI ;Bibayan,Fariborz D 07-22-2020 12-17-2020 8 147 0 i 147 till 22 till 12 2,583 0' 2,583 Customer Owner 24 .............._.2,358'.........._...........................0 2,358 i Lake Arrowhead Community Services Lake Arrowhead Community Services Total 5,088 i 0 5,088 i District-Lake Arrowhead,CA District-Lake Arrowhead,CA __.—..._.._.............._..__.__: 28200 State Highway 189 Lower Village Si 28200 State Highway 189 Lower Village SI P.O.Box 700 P.O.Box 700 San Bernardino San Bernardino Lake Arrowhead CA 92352 Lake Arrowhead CA 92352 +1 909 3378555 1+1 909 3378555 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200388 Prime LOS ANGELES CO SANI DISTRICT I LACSD-WILCOX AVE.EMERGENCY JC $171,145 $230,863 Project Manager Bid Date Project Close Date AIS SR ; Total Bibayan,Fariborz D [08-04-2020 10-27-2020 I 1 B 582 i 0; 582 2 Total 582 0; 582 Customer Owner Los Angeles County-Whitter,CA- Los Angeles County-Whitter,CA • - Sanitation District !Sanitation District ............ 1955 Workman Mill Road 1955 Workman Mill Road Los Angeles Los Angeles Whittier CA 90601-1415 Whittier CA 90601-1415 +1 562 6997411 +1 562 6997411 ';fit w,q 55/62 .4 440P 94111 . , Last Refresh Date:05-31-2022 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200389 Sub VIDO ARTUKOVITCH/IRVINE,CA I SWR SIPHON IMPRVMNTS JC $715,685 $778,098 Project Manager Bid Date Project Close Date AIS I STD I Total :Bibayan,Fariborz D 104-30-2020 11-06-2021 15 0' 429 i 429 11 0 CustomerOwner 24 ......._.__..........._._._.o...............................770................__.........770, :Artukovich&Sons-South El Monte,CA Irvine Ranch Water District-Irvine,CA 30 0 I 430 i 430 11155 Rush Street •15600 Sand Canyon Avenue j ;..._.._....._._..._..__......._.._..,......................._........ ..; •Los Angeles Orange 39 445 i 0 i 44455 South El Monte CA 91733 !Irvine CA 92618 42 0! 412 I 412 i+1 626 4444286 +1 949 4535300 Total 445 I 2,453 2,898 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200391 Prime LOS ANGELES CO SANI DISTRICT I LACSD-La HABRA HEIGHTS TRUNK JC• $32,370 $32,370 Project Manager Bid Date Project Close Date MS SR I Total Bibayan,Fariborz D 107-30-2020 12-18-2020 6 266` 0 288 _ 4 Total 266 l 0: 266: Customer Owner :Los Angeles County-Whitter,CA- i Los Angeles County-Whitter,CA- Sanitation District :Sanitation District • i 1955 Workman Mill Road 11955 Workman Mill Road i Los Angeles I Los Angeles • Whittier CA 90801-1415 Whittier CA 90601-1415 • • +1 562 6997411 +1 562 8997411 t 58/82 Last Refresh Date:05-31-2022 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200392 Sub HYM ENGINEERING,INC. I IMPERIAUTELEGRAPH TURN POCKET JC $38,060 538,060 Project Manager I Bid Date Project Close Date AIS 1 Total SR's Bibayan,Fariborz D 109-03-2020 03-07-2021 1 18 190; 190 0 Total 190; 190 Customer Owner HYM Engineering-Buena Park,CA !City of La Mirada,CA 6380 Roland Street 113700 La Mirada Boulevard j Orange Los Angeles Buena Park CA 90821 La Mirada CA 90637-0828 +1 714 5232372 ,+1 562 9430131 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200393 Prime UNIVERSITY OF CA-SAN DIEGO I GILMAN DR.SEWER IMPVMNTS JC 6126,307 $124,807 Project Manager I Bid Date Project Close Date AIS I Total SR's Padilla,Adrian Miguel 109-01-2020 01-17-2021 10 2,5701 2,570 0 12 541 541 Customer Owner Total 3,111 i 3,111 University of California,San Diego University of California,San Diego j (UCSD)-La Jolla,CA-Utilites (UCSD)-La Jolla,CA-Utilites i 9500 Gilman Drive 9500 Gilman Drive San Diego San Diego La Jolla CA 92093 La Jolla CA 92093 +1 858 5343813 +1 858 5343813 elp. Last Refresh Date:05-31-2022 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200394 Sub CHARLES KING CO,ORANGE CO I NEWHOPE-PLACENITA FE 19-09 JC $123,540 $123,540 Project Manager Bid Date Project Close Date AIS 1 Total SR's Bibayan,Fariborz D 107-23-2020 12-11-2020 36 • 427: 427 0 Total 427 I 427 Customer Owner Charles King Company-San Marcos, ;Orange County Sanitation District- I ' CA ,Fountain Valley,CA , 10844 Ellis Avenue [ , 228 Navajo Street I Orange I San Marcos CA 92078 I Fountain Valley CA 92708 I: 1 +1 760 7369990 I+1 714 9622411 I Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200396 Prime VALLEY SANITARY DISTRICT 2020 I INDIO BLVD.TRUNK SWR REHAB JC $240,168 $225,740 Project Manager Bid Date Project Close Date AIS SR I Total mai Padilla,Adrian Miguel 99-17-2020 03-14-2021 i 15 842 i 0' 842'i 8 - , 18 801 0 1 801 , • Customer 1 Owner 24 608; 0 608 Valley Sanitary District-Indio,CA I Valley Sanitary District-Indio,CA Total 2,2511 0 2,251 45500 Van Buren Street 45500 Van Buren Street Riverside Riverside Indio CA 92201-3435 Indio CA 92201-3435 : . +1 760 3472356 +1 760 3472356 • . . ',MOW 6r1WM''' 58/62 Last Refresh Date:05-31-2022 _ Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200397 Prime CO SANI DIST 2 OF LOS ANGELES I DOWNEY AVE.EXT.TRUNK SWR RHB JC $135,798 $135,798 Project Manager 1 Bid Date Project Close Date AIS SR i Total 1=11 11 . . . 'Padilla,Adrian Miguel 08-24-2020 02-14-2021 18 332 I 0 I 7 _ ! 332 Total 332 it 0! 332 Customer Owner Los Angeles County-Whitter,CA- ;Los Angeles County-Whitter,CA- ,Sanitation District Sanitation District 1955 Workman Mill Road 1955 Workman Mill Road !Los Angeles :Los Angeles Whittier CA 90601-1415 1 Whittier CA 90601-1415 • +1 562 6997411 '+1 562 6997411 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200398 Sub SPINIELLO INFRASTRUTURE WEST I ERS-NOS REHAB-UNIT 12-PHASE 4 JC $371,844 $369,290 Project Manager Bid Date Project Close Date AIS Total SR's i I Bibayan,Fariborz D 06-10-2020 03-20-2021 48 600 I 800 0 Total 600 600 Customer Owner I Vido Artukovich&Son,inc-South El City of Los Angeles,CA-Dept of Public !Monte,CA Works ,11155 Rush Street 1149 S Broadway-6th Floor : !Los Angeles Los Angeles •South El Monte CA 91733 Los Angeles CA 90015 !+1 626 4444286 +1 213 8475167 • , .• , s 59/62 ( )JflSIUfOrfl, Last Refresh Date:05 31 2022 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200399 Sub TRI-GROUP CONST.&DEVELOPMENT I FY 2019-20 CMP-POWAY,CA JC $226,237 $211,167 Project Manager Bid Date Project Close Date AIS Total SR's Padilla,Adrian Miguel 106-23-2020 01-13-2021 18 98 i 98 0 36 72 72 Customer Owner 72 112' 112 'Tri-Group Construction& I Total 282 282 Development,Inc-San Diego,CA !City of Poway,CA '9580 Black Mountain Road 113325 Civic Center Drive San Diego 'San Diego • 'San Diego CA 92126 Poway CA 92064-5755 i '+1 825 6890058 +1 858 7486600 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200401 Prime FALLBROOK PUBLIC UTIL.DIS.FY21 j SEW.MAINLINE RELINING FY21 JC $124,612 $105,400 Project Manager Bid Date Project Close Date AIS I SR 1 Total SR's 'Bibayan,Fariborz D f 11-24-2020 02-28-2021 10 1,691 ' 0 1 1,691 11 13' ii Total 1,691 I 01 1,691 Customer Owner 'Fallbrook Public Utility District- Fallbrook Public Utility District- .Fallbrook,CA Fallbrook,CA •990 E Mission Road 990 E Mission Road 'San Diego San Diego Fallbrook CA 92028-2232 Fallbrook CA 92028-2232 +1 760 7281125 +1 760 7281125 . ,. .„, 'i BO/62202G2 �� � Last Refresh Date:05 31 F:dir, E n rr:rt, t ;, Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200402 Prime SIMI VALLEY,CA- #SV 20-22 I 10"-12"SEWER REHAB-CP970381 JC $247,724 $244,604 Project Manager Bid Date Project Close Date AIS I SR fi Total ;Bibayan,Fariborz D 112-03-2020 06-12-2021 10 1,503 0 1,503;; 13 12 699; 0l 699; Customer Owner Total 2,202; 0 i 2,202 City of Simi Valley,CA City of Simi Valley,CA 500 W Los Angeles Avenue 500 W Los Angeles Avenue Ventura 1 Ventura . Simi Valley CA 93065-1644 ;Simi Valley CA 93065-1644 +1 805 5836400 +1 805 5836400 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200403 Prime CO SANI DIST 21 OF LOS ANGELES I DIST 21 OUTFALL TRUNK-INDUSTRY JC $335,617 $351,315 Project Manager (Bid Date Project Close Date AIS I Total SR's ;Bibayan,Fariborz D 12-15-2020 06-26-2021 36 ._...._......._.........._765: 765 0 .._................__..._ Total 765 765 Customer (Owner Los Angeles County-Whitter,CA- Los Angeles County-Whitter,CA- i Sanitation District Sanitation District • 1955 Workman Mill Road 1 1955 Workman Mill Road Los Angeles !Los Angeles i Whittier CA 90601-1415 Whittier CA 90601-1415 +1 562 6997411 ;+1 562 6997411 61/62 �[� *a w > t ,,}} Last Refresh Date:05-31-2022 i',�tVRx�2~li`$I id�t�Krs �VF Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200404 Sub HIGH DESERT UNDERGROUND j FT.IRWIN SWR REPAIR-PHASE 1A JC $0 $62,650 Project Manager I Bid Date Project Close Date AIS I SR I Total NM Bibayan,Fariborz D 109-10-2020 07-10-2021 8 1,103 I 0 1,103; 15 Total 1,103; 0 1,103; Customer Owner •High Desert Underground-Apple i Valley,CA Fort Irwin,CA 13355 Osage Ct 4553 Tippecanoe Street San Bernardino San Bernardino Apple Valley CA 92308 Fort Irwin CA 92310 ;+1 760 2478999 +1 760 3864663 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200407 Sub BIG BEN ENGINEERING,ORANGE,CA I S-244 ANN.SWR MAINT:FY20-21 JC 880,695 $77,646 Project Manager Bid Date Project Close Date AIS I SR 1 Total 11111.11 'Bibayan,Fariborz D 103-18-2021 08-21-2021 8 200, 0' 200 2 12 1,704; 0; 1,704 I Customer I Owner Total 1,904' 0' 1,904' , Bonadiman Water Inc.-Riverside,CA City of Orange,CA P 0 Box 52298 300 E Chapman Avenue Riverside Orange Riverside CA 92571 Orange CA 92866-1508 - ;+1 951 6570200 +1 714 7445529 insiittatiorm. Last Refresh Date:05-31-2022 ;r.,4sfiha,rxd sttttst.e Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200410 Sub MURRIETA DEV.CO.,TEMECULA CA I JCSD-5121-MDC-COR,RIVERBEND JC $55,442 $50,367 Project Manager Bid Date Project Close Date AIS Total SR's 'Padilla,Adrian Miguel 102-12-2021 09-25-2021 1 16 406 ........................406.. 0 Total 406 406 Customer Owner Murrieta Development Inc.-Temecula, Jurupa Community Services District- CA Jurupa Valley,CA 11201 Harrel Street 42540 Rio Nedo Rd. Riverside Temecula CA 92590 Jurupa Valley CA 92509-3229 +1 951 7191680 I+1 909 6657434 4 Project Final Contract JDE Job Number Role Project Description Status Contract Value Amount 200609 Sub SPINIELLO INFRASTRUTURE WEST I NORTH LONG BEACH TRUNK REHAB JC $81,525 $95,175 Project Manager Bid Date Project Close Date AIS Total SR's Bibayan,Fariborz D 107-01-2021 11-13-2021 30 ...................._...........95....__ 95.. 0 Total 951 95 Customer Owner Los Angeles County-Whitter,CA- 'Spiniello Companies-Pomona,CA I Sanitation District 1441 E.9th St. 1955 Workman Mill Road Los Angeles [Los Angeles Pomona CA 91766 I Whittier CA 90601-1415 I +1 909 6291000 I+1 562 6997411 . h 1/4 , �,• . �Y.�:�.°a�"`�g Last Refresh Date:05-31-2022 Proprietary Property and Trade Secret of Aegian,Inc.Unauthorized Use,Disserainatien and Disclosure Strictly Prohibited. Contract Qualification Closed Projects ( 2013 - Present ) - Detail Contract Value Project JDE Contract Final Contract Job Number Value Amount 190799 $427,321.00 $401,759.33 190802 $1,618,265.00 $1,003,204.00 190803 $1,088,300.00 $1,231,065.93 190804 $5,541,630.00 $5,482,862.50 190805 $2,792,000.00 $2,777,443.98 190806 $409,486.00 $402,772.88 190807 $1,702,029.00 $1,756,724.61 190810 $66,450.00 $64,525.05 190811 $116,880.00 $120,192.00 190813 $344,002.00 $348,448.00 190814 $221,805.00 . $242,643.45 190815 $1,127,963.00 $1,183,591.49 190816 $1,612,558.00 $1,632,056.25 190817 $433,855.00 $334,232.00 190818 $198,902.00 $198,902.00 190819 $320,300.00 $316,951.79 190820 $134,794.00 $134,320.00 190821 $917,786.00 $912,827.10 190822 $1,317,258.00 $1,509,629.31 190823 $162,078.00 $162,078.00 190824 $316,644.00 $329,888.00 190825 • $138,060.00 $143,731.93 190826 $916,911.00 $885,560.97 190827 $155,260.00 $155,260.00 190828 $217,948.00 $246,448.00 190829 $150,664.00 $150,664.00 190830 $752,910.00 $702,663.35 190831 $170,140.00 $182,161.99 190833 $697,554.00 $697,554.00 190834 $1,882,322.00 $2,223,908.53 190835 $1,186,728.00 $1,164,212.87 • 190842 9361,866.00 $298,803.00 • 190844 • $264,411.00 • ' $264,411.00 • 190846 $262,884.00 $249,004.84 • 200293 $251,500.00 $224,283.40 Err r 2/2 Last Refresh Date:05-31-2022 Project JDE Contract Final Contract Job Number Value Amount 200294 $2,363,498.00 $2,204,559.70 200295 $348,160.00 $389,423.00 200300 $70,430.00 $76,451.80 200312 $3,504,400.00 $5,446,635.40 200315 $352,821.00 $333,467.00 200316 $84,387.00 $64,367.00 200317 $31,500.00 $31,500.00 200318 $75,161.00 $72,008.00 200319 $115,571.00 $107,944.00 200320 $190,462.00 $217,807.00 200321 $647,211.00 $642,474.40 200322 $90,675.00 $90,675.00 200323 $40,573.00 $41,773.00 200324 $624,619.03 $630,827.00 200325 $491,345.00 $491,345.00 200326 $491,854.00 $536,951.00 200327 $606,471.00 $563,802.67 200326 $233,114.50 $252,057.06 200329 $355,000.00 $355,000.00 200330 $146,977.50 $146,857.00 200331 $268,435.00 $276,329.00 200333 $629,796.50 $1,326,421.70 200334 $296,154.00 $303,576.00 200335 $166,110.90 $168,594.00 200336 $1,955,378.93 $2,013,297.27 200337 $737,400.00 $682,476.67 200338 $412,886.00 $452,951.64 200339 $53,721.00 $54,129.00 200340 $268,199.00 $266,199.00 200341 $2,296,468.00 $2,263,750.00 200342 $1,787,045.00 $2,291,985.74 200343 $259,415.00 $169,158.36 200344 $303,600.00 $303,600.00 200345 $274,255.00 $259,907.40 200346 $237,784.00 $259,773.00 200347 $1,758,717.70 $1,735,217.76 200346 $779,600.00 $803,331.00 200349 $1,345,878.00 $1,351,675.00 +�'"� �/� • 3/4 1 fo Last Refresh Date:05 31 2022 tt 'ta . rrttr :. Project JDE Contract Final Contract Job Number Value Amount 200350 $103,040.00 $91,569.60 200351 $258,977.00 $299,459.57 200352 $4,950.00 $110,937.00 200353 $69,994.00 $67,581.67 200354 $1,167,392.91 $1,164,352.00 200355 $374,458.00 $418,591.10 200356 $681,738.98 $720,325.24 200357 $189,000.00 $189,000.00 200358 $1,265,647.00 $1,281,228.84 200359 $45,280.00 $55,235.00 200360 $333,921.00 $360,320.15 200362 $141,195.00 $142,975.50 200363 $720,456.16 $812,431.06 200364 $636,436.00 $639,986.80 200365 $184,880.00 $106,454.00 200366 $329,719.00 $404,058.87 200368 $186,506.50 $186,476.99 200369 $30,380.00 $29,500.00 200370 $914,575.00 $919,383.25 200371 $94,785.00 $142,382.17 200372 $90,141.63 $90,175.65 200373 $247,037.00 $257,291.31 200374 $2,762,486.00 $2,908,236.73 200375 $1,612,772.00 $1,616,027.35 200376 $91,609.00 $160,345.21 200377 $108,432.00 $109,630.36 200379 $631,345.00 $609,287.00 200380 $723,725.60 $753,663.94 200381 $328,702.50 $327,326.00 200382 $70,383.00 $71,075.00 200383 $132,230.00 $150,090.04 200384 $140,386.58 $150,450.00 200386 $413,476.00 $398,875.94 200387 $1,306,795.00 $1,370,447.35 200388 $171,145.00 $230,863.26 200389 $715,685.00 $778,095.54 200391 -$32,370.00 $32,370.00 , 200392 $38,060.00 $38,080.00 • *si s 4/4 Last Refresh Date:05-31-2022 Project JDE Contract Final Contract Job Number Value Amount 200393 $126,307.00 $124,807.00 200394 $123,540.00 $123,540.00 200396 $240,168.00 $225,740.42 200397 $135,798.00 $135,798.00 200398 $371,844.00 $369,289.70 200399 $226,237.00 $211,167.00 200401 $124,612.00 $105,400.00 200402 $247,724.40 $244,603.86 200403 $335,617.42 $351,315.48 200404 $0.00 $62,650.00 200407 $80,695.00 $77,645.88 200410 $55,442.10 $50,366.75 200609 $81,525.00 $95,175.00 Total $72,694,180.B4 $76,209,141.70 ".... City of Huntington Beach ° -- ',�9 e� 2000 Main Street ♦ Huntington Beach, CA 92648 fir (714) 536-5227 ♦ www.huntingtonbeachca.gov +94.2' <, B ,' . o - / Office of the City Clerk ���fJTY CP • Robin Estanislau, City Clerk Nu Line Technologies, LLC. 1325 Pipeline Drive Vista, CA 92081 RE: FY 2022/23 Sewer Lining Project — CC No. 1728 Enclosed please find your original bid bond for CC No. 1728. Sincerely, 10-41L e6kilUdetAA) Robin Estanislau, CMC City Clerk RE:ds Enclosure Sister City: Anjo, Japan 1Z4cL/4 ' SECTION C PROPOSAL for the construction of FY 2021/22 SEWER LINING PROJECT CC No. 1694 in the CITY OF HUNTINGTON BEACH TO THE HONORABLE MAYOR AND MEMBERS OF THE COUNCIL OF HUNTINGTON BEACH: In compliance with the Notice Inviting Electronic 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 80 working days, starting from the date of the Notice to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans, -- specifications, Instructions to Bidders and all other contract documents. If this proposal is accepted for award,BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses,taxes,royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid opening date. If at such time the contract is not awarded,the AGENCY will reject all bids and will readvertise the project. In the case of discrepancies in the amounts bid,unit prices shall govern over extended amounts, and words shall govern over figures. • c-i SECTION C PROJECT BID SCHEDULE A FY 22/23 SEWER LINING PROJECT CC1728 BID ITEMS Item 004100 Quantity Unit Vnit Cost Total Cost Mobilization and Demobilization 1 LS $25,ow.00 $25,000.OC) 2 NOT USED 3 NOT USED 4 Construction Traffic Control 1 LS $51n0 $ S,WO'CO Cleaning and closed Circuit Television Inspection of 8-inch 5 sewer main to 95%original diameter per specifications section 500-3.3 and 500-3.4 19,618 LF $ 2 • op $ 3G1 ,23(aco Cleaning and Closed Circuit Television Inspection of 12-inch 6 sewer main to 95%original diameter per specifications section 500-3.3 and 500-3.4 4,146 LF $ 2 PSO $ 1013V-4° Cleaning and Closed Circuit Television Inspection of 15-inch 7 sewer main to 95%original diameter,per specifications section 500-3.3 and 500-3.4 2,585 LF $ 2 .5b $t0,14(02 .5o Install Liner within 8-inch Sewer Main per Section 500-5.5 OR 8 500-5.14,and Post Video Inspection of 8-Inch sewer main. 19,618 LF $ • $8143,TN.60 Install Liner within 12-inch sewer main per Section 500-5.5 OR 9 ( S ( 1410.0 • 500-5.14,and Post Video Inspection of 12"sewer main 4,146 LF $ O '00 $2 OCI,L Install Uner within 15-inch sewer main per Specification 500- 10 5.5 OR 500-5.14,and Post Video Inspection of 15"sewer main 2,585 LF $9 'OD $ 232,logo.06 i I Grind and Re-open Sewer Service Lateral 440 EA $ 0 $ li,loco'DO Install Manhole Liner on Manholes Previously Adjusted to 12 EA $I 3-75CCI $ 506.0D Grade(2-4-inch Lining) 20 13 Manhole Rehabilitation(Depth 8-feet') 84 EA $2 2c12.00 $ 2 Li sac0.00 Repair Active Infiltration at pipe Joints with Pressure Grouting 14 with Chemical Grout for 8"or 10"Dia.VCP 50 EA $2S0.OD $ ig00.00 TOTAL BID AMOUNT(BASIS OF AWARD)—SCHEDULE A $ I ilS5, ?ITS() TOTAL BID AMOUNT IN WORDS: One million seven hundred ve -thousand .4).1111+ Ad,red seyenA-q sevvn 3owrc and frP4--y LenfS • C-2.1 SECTION C PROJECT BID SCHEDULE A FY 22/23 SEWER LINING PROJECT CC1728 Nat": All extensions of unit prices will be subject to verification by Owner. In case verification is required between the unit price and the extension,the unit price will govern. The Owner reserves the right to reject any or all proposals and bid items. C-2.2 If awarded the Contract, the undersigned agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates within 10 working days after the date of the AGENCY'S notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the AGENCY and this bid and the acceptance hereof may, at the AGENCY'S option,be considered null and void. Accompanying this proposal of bid, find Bidder's Bond in the amount of 10% which said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice Inviting Electronic Bids, payable to the AGENCY. (Please insert the words "Cash", "Certified Check", or"Bidder's Bond for10% ", as the case may be) Any standard Surety Bid Bond form is acceptable. Bidder shall signify receipt of all Addenda here, if any: Addenda No. Date Received Bidder's Signature I (0 12 2023 2°23 C-2 City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax(714) 374-1573 ADDENDUM NUMBER ONE For FY 2022/23 SEWER LINING PROJECT CC 1728 June 20,2023 Notice to All Bidders: Please note the following clarifications to the Project Plans,Specifications,and Special Provisions. 1) The date of the bid for this project CHANGED. Bids are due on June 29,2023 at 11:00 AM. This is to acknowledge receipt and review of Addendum Number One,dated June 20,2023. Nu une -re final Company Name By 120 itas Date 1 of 1 of Addendum No. 1 City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax(714)374-1573 ADDENDUM NUMBER TWO For FY 2022/23 SEWER LINING PROJECT CC 1728 June 22,2023 Notice to All Bidders: Please note the following clarifications to the Project Plans,Specifications,and Special Provisions. 1) Page C-10, Bidder's Project History; Revise the first paragraph as follows: "For the purposes of this project,the bidder shall provide project history of similar work,specifically referencing the construction of sanitary sewer lining installation of at least 25,000 linear feet of 8-Inch or Greater in public right of way,calcium cleaning and root removal from sanitary sewer systems, and manhole lining and rehabilitation within public right of way. Bidders are encouraged to submit supplemental relevant project history in addition to the projects listed below." 2) Page E-20;Section 7-6 BID ITEM DESCRIPTIOIN;Add the following: "7.6.14 Repair Active infiltration at pipe joints with Pressure Grouting with Chemical Grout for 8"or 10"Dia.VCP:Bld Item 14 A. This bid item shall be paid at the unit price per each joint, with an estimated amount of 3 to 5 gallons of chemical grout per joint. Pipe joints with a chemical grout quantity greater than 5 gallons will be paid a prorated portion of the actual gallons to the 5 gallon quantity. - - B. Joint Pressure Chemical Grount shall be compatible with mainline lining material." 3) APPENDIX H, LOCATION MAPS AND INFORMATIONAL PIPE RUN GRAPHS AND SEWER VIDEO LISTS AND HYPER LINKS; Omit the last page of Appendix H showing the hyperlinks to the sewer videos and Insert CC-1728 FY 22/23 Sewer Inspection Video List,attached. This is to acknowledge receipt and review of Addendum Number Two,dated June 22,2023. Nv - - �-- Company Name By IP 172 170Z3 Date 1 of 1 of Addendum No.2 CC-1728 FY 22/23 Sewer Inspection Video List Please contact John Dettle at John.Dettle@surfcity-hb.org with any Issues,comments,or.concerns RD 138 Street MH Start MH End Direct Video Link Upload Date Columbia Lane 1290 1338 https://vimeo.com/838736552?share=copv 6/22/2023 Columbia Lane 1338 1359 https://vimeo.com/838734318?share=copv 6/22/2023 Columbia Lane 1359 1392 https://vimeo.com/838737448?share=copv 6/22/2023 Columbia Lane 1505 1541 https://vimeo.com/838738520?share=copv 6/22/2023 Columbia Lane 1541 1560 https://vimeo.com/838739780?share=copv 6/22/2023 McFadden Avenue 1584 1583 https://vimeo.com/838740843?shar =copv 6/22/2023 RD 139 Street MH Start MH End Direct Video Link Upload Date McFadden Avenue 1585 1584 https://vimeo.com/838748474?share=copv 6/22/2023 McFadden Avenue 1587 1585 https://vimeo.com/838750119?share=copv 6/22/2023 McFadden Avenue 1588 1587 https://vimeo.com/838751751?share=cony 6/22/2023 Hanover Lane 1472 13351 https://vimeo.com/838753150?share=copy 6/22/2023 _ Hanover Lane 1509 1587 btttps://vimeo.com/838753644?share=copv 6/22/2023 Capri Circle 1543 1588 https://vimeo.com/838755038?share=copv 6/22/2023 Hanover Lane 13351 1509 https://vimeo.com/838756129?share=copv 6/22/2023 RD 149 Street MH Start MH End Direct Video Link Upload Date Sunburst Lane 1631 1647 https://vimeo.com/838.757768?share=copv 6/22/2023 Whiteoak Lane 1651 1623 https;//vimeo.com/838760094?share=copv 6/22/2023 Vesper Circle 1652 1651 https://vimeo.com/838760839?share=copv 6/22/2023 Greer Park South 1670 1664 https://vimeo.com/838761789?share=copv 6/22/2023 Chestnut Drive 1677 1678 https://vimeo.com/838762628?share=copv 6/22/2023 Chestnut Drive 1678 1670 https://vlmeo.com/838763586?spare=copv 6/22/2023 Whiteoak Lane 1681 1651 https://vimeo.com/838764560?share=copv 6/22/2023 Woodside Circle 1683 1681 https://vlmeo.com/838765463?share=copv 6/22/2023 Sunflower Lane 1711 1679 https://vimeo.com/838766388?share=copv 6/22/2023 Whiteoak Lane 1713 1681 https://vimeo.com/838767448?share=copv 6/22/2023 Sunburst Lane 1715 1677 https://vimeo.com/838768502?share=copv 6/22/2023 Sunflower Lane 1774 1711 https://vimeo.com/838769481?share=copv 6/22/2023 Sunburst Lane 1775 1715 https://vimeo.com/838770240?share=copv 6/22/2023 RD 167 Street MH Start MH End Direct Video Unk Upload Date Graham Street 3186 3025 https://vimeo.com/838771317?share=copv 6/22/2023 Graham Street 3403 3325 https://vimeo.com/838772751?share=copv 6/22/2023 Graham Street 3467 3403 https://vimeo.com/838773573?share=copv 6/22/2023 RD 434 Street MH Start MH End Direct Video Link Upload Date Bell mead Drive 7936 7938 https://vimeo.com/838774631?share=copv 6/22/2023 Briarly Lane 8163 8215 https://vimeo.com/838775712?share=copv 6/22/2023 Larkport Drive 8131 8133 https://vimeo.com/838777053?share=copv 6/22/2023 Larkport Drive 8133 8134 https://vimeo.com/838778256?share=copy 6/22/2023 Larkport Drive . 8134 8135 https://vimeo.com/838778968?share=copv 6/22/2023 Leecrest Lane 8222 8166 https://vimeo.com/838779876?share=copv 6/22/2023 Mossford Drive 8037 8039 https://vimeo.com/838781807?share=copv 6/22/2023 Mossford Drive 8039 8042 tttos://vimeo.com/838780893?share=copv 6/22/2023 Mossford Drive 8042 8039 https://vimeo.com/838782470?share=copv 6/22/2023 Phoenix Lane 7741 7659 https://vimeo.com/838783444?share=copv 6/22/2023 Phoenix Lane 7659 7741 https://vlmeo,com/838784466?share=copv 6/22/2023 Sacramento Lane 7519 7423 https://vimeo.com/838807277?share=copv 6/22/2023 Pierre Drive 7520. 7519 https://vimeo.com/838808425?share=copv 6/22/2023 Phoenix Lane 7604 7659 httos://vimeo,com/838809625?share=copv 6/22/2023 Sacramento Lane 7612 7519 httos://vimeo.com/8388108167share=copv 6/22/2023 Sacramento Lane 7669 7612 https://vimeo.com/8388119507share=copv 6/22/2023 Sacramento Lane 7740 7669 https://vimeo.com/8388138307share=copy 6/22/2023 Boise Drive 7740 7741 https://vimeo,com/838814571?share=copv 6/22/2023 Phoenix Lane 7741 7659 https://vimeo.com/8388152187share=copv 6/22/2023 Doremere Drive 7844 7845 https://vimeo.com/838815870?share=copv 6/22/2023 Doremere Drive 7845 7847 https://vimeo.com/8388168367share=copv 6/22/2023 Doremere Drive 7847 7849 https://vimeo.com/838817896?share=copv 6/22/2023 Doremere Drive 7849 7850 https://vimeo.com/838818710?share=copv 6/22/2023 Briarly Lane 7887 7995 https://vimeo.com/8388194647share=copy 6/22/2023 Bellmead Drive 7938 7939 https://vimeo.com/8388204437share=copv 6/22/2023 Bellmead Drive 7939 7940 https://vimeo,com/838821148?share=copv 6/22/2023 Briarly Lane 7995 8130 https://vimeo.com/8388222167share=copv 6/22/2023 Mossford Drive 8034 8037 https://vimeo.com/838822805?share=copv 6/22/2023 Mossford Drive 8039 8042 https://vimeo.com/8388233327share=copv 6/22/2023 Larkport Drive 8130 8131 https://vimeo.com/8388238747share=copll 6/22/2023 Lowmead Drive 8219 8222 https://vimeo.com/838824390?share=copv 6/22/2023 RD 443 NO VIDEOS AVAILABLE RD 456 Street MH Start MH End Direct Video Link Upload Date Reef Lane 9397 9321 https://vimeo.com/8388333307share=copv 6/22/2023 Reef Lane 9463 9397 https://vimeo.com/8388340207share=copy 6/22/2023 Paisley Lane 9168 9242 https://vimeo.com/838829977?share=copv 6/22/2023 Caithness Drive 9171 9170 https://vimeo.com/8388304217share=copv 6/22/2023 Troon Lane 9246 9312 https://vimeo.com/8388321607share=copv 6/22/2023 Zetland Drive 9246 9244 https://vimeo.com/8388315967share=copv 6/22/2023 Paisley Lane 9381 9436 https://vimeo.com/8388349117share=copv 6/22/2023 Netherway Drive 9382 9381 https://vimeo.com/838835429?share=copv 6/22/2023 Iona Lane 9384 9435 https://vimeo.com/838836033?share=copv 6/22/2023 Erskine Drive 9435 9438 https://vimeo.com/8388365051share=copv 6/22/2023 Queens Park Lane 9286 9340 https://vimeo,com/838836968?share=copv 6/22/2023 Dumbreck Drive 9286 9312 https://vlmeo.com/8388327577share=copv 6/22/2023 Erskine Drive 9434 9436 https://vimeo.com/838837748?share=copv 6/22/2023 Erskine Drive 9437 9436 https://vimeo.com/8388382007share=copv 6/22/2023 Erskine Drive 9438 9437 iIttos://vlmeo.com/838838596?share=copv 6/22/2023 Netherway Drive 9354 9384 https://vimeo,com/838839277?share=copv 6/22/2023 Queens Park Lane 9340 9354 https://vimeo.com/838839824?share=copv 6/22/2023 Zetiand Drive 9243 9242 https://vimeo.com/8388310347share=copv 6/22/2023 Dumbreck Drive 9312 9317 https://vimeo.com/8388404667share=copv 6/22/2023 Queens Park Lane 9407 9354 https://vimeo.com/8388412787share=copv 6/22/2023 Queens Park Lane 9486 9407 https://vimeo.com/8388419477share=copv 6/22/2023 Brookhurst 9132 9326 https://vimeo.com/838828315?share=copv 6/22/2023 Brookhurst 9071 9132 https://vimeo.com/8388251647share=copv 6/22/2023 Brookhurst 9326 9480 https://vimeo.com/8388261637share=copv 6/22/2023 RD 466 Street MH Start MH End Direct Video Link Upload Date Brookhurst 10751 10054 https://vimeo.com/838842430?share=copv 6/22/2023 Brookhurst 10054 10111 https://vlmeo.com/8388441327share=copv 6/22/2023 Brookhurst 10111 10127 https://vimeo.com/838844408?share=copv 6/22/2023 LIST OF SUBCONTRACTORS In accordance with Government Code Section 4104, the Bidder shall set forth the name and business address of each subcontractor who will perform work or render service to the bidder on said contract in an amount in excess of one-half of one percent of the total bid or $10,000, whichever is greater, and the portion of the work to be done by such subcontractor. Bid Name and Address of State Class DIR PWC Dollar %of Item(s) • Subcontractor License Registration# Amount Contract Number zebron con talruh'n6 ? siio Po poX s �y M 100000g6111 ZNgr us° li}% lr NtwpvrI- Onith,eft. sa By submission of this proposal,the Bidder certifies: 1. That he is able to and will perform the balance of all work which is not covered in the above subcontractors listing. 2. That the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subcontractor for this project. C-3 NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID I declare under penalty of perjury under the laws of the Stat- of California that the foregoing is true and correct and that this declaration is executed on , , at Vista , CA •t- City State Dominic Burtech , being first duly sworn, deposes and says that he or she is Partner of Nu Line Technologies,LLC 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. Nu Line Technologies,LLC Name of Bidder Signature of Bidder 1325 Pipeline Dr.Vista,CA 081 Address of Bidder C-4 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT �,. 'me. n L�4` � t•• 'fi .:e m}=....we.% x,...- `.2i^ • m., pi t'+S'0.�' a4 ^¢Lv` ,nx�A:3?"''T•-=:RMr......_...X.51h _R±.SL:'� _ A notary public or other officer completing this certificate verifies only the identity of the Individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. State of California ) . ' County of an !ego ) • on 6 ZZ 2023 before me, Arthur Patrick Arquilia, Notary Public r pate Depiel ' » Here/ sert Name and Title of the Officer Personally appeared Name(s)of Signer(s) ' who proved to me on the basis of satisfactory evidence to be the person(s)whose name( is .re subscribed to the within instrument an knowiedged to me that he/they executed the same I i ' er/their authorized capacity(ies),andthatb is/bier/theirsignature(s)ontheinstrumenttheperson(s),or the entity upon behalf of which the person(s)acted,executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. ( ` ARiHURPA7RICKARQUILLA WITNESS my h,- d .nd officiate-a , 9 . COMM. C-CA204 i , , `C.f/99 J� , NOTARYPUBUC iUFORNIA P , 0 SAN DIEGO COUNTYSignature tfuiu3 My Co m Expires Antony 7 2028 Slgna- re of No ary Public Place Notary Seal Above '% __ __--_ —OPTIONAL- 1 - --- Though this section is optional,completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Descfiptian of Attached Document . Title or Type of Document Document Date Number of Pages Signer(s)Other Than Named Above Capaclty(ies) Calmed by Signer(s) Signer's Name Signer'd Name • ®Corporate Officer—Titles) El Corporate Officer—Title(s) • ' ®Partner D Limited .* General El Partner El Limited ®General 0 Individual El Attorney in Fact 0 Individual 0 Attorney in Fact . ®Trustee ®Guardian or Conservator a Trustee in Guardian or Conservator' El Other ``•Other • Signer is Representing Signer Is Representing r..,..n,- Tn=..s-x^ia'aw:at.!!i•dy:' : 5':ti:: t�6!iSt;t`T:^e5,::.7,1zeg,v,ter in,..Ar�KmmT l.4S,M,f,:'if.?.^.�,a7lA'"^:,^410,-^Y n©2014National NotaryAssociatlon 0 www.NatlonalNotarv.org 01-800-US NOTARY(1-800-876-6827)Item#5907 UTILITY AGREEMENT HONORABLE MAYOR AND CITY COUNCIL CITY OF HUNTINGTON BEACH,CALIFORNIA Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the FY 2022/23 SEWER LINING PROJECT, (I)(we)(it) will employ and utilize only qualified persons, as hereinafter defined, to work in proximity to any electrical secondary or transmission facilities. The term "Qualified Person"is defined in Title 8, California Administrative Code, Section 2700, as follows: "Qualified Person: A person who, by reason of experience or instruction, is familiar with the operation to be performed and the hazards involved." The undersigned also promised and agrees that all such work shall be performed in accordance with all applicable electrical utility company's requirements, Public Utility Commission orders, and State of California Cal-OSHA requirements. The undersigned further promises and agrees that the provisions herein shall be and are binding upon any subcontractor or subcontractors that may be retained or employed by the undersigned, and that the undersigned shall take steps as are necessary to assure compliance by any said subcontractor or subcontractors with the requirements contained herein. Nu Line Technologies, LLC Contractor BY Dominic Burtech Partner Title Date: (1H105 C-5 DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 10162,the Bidder shall complete,under penalty of perjury,the following questionnaire. QUESTIONNAIRE Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or completing a Federal, State or local government project because of a violation of law or a safety regulation? CI 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. Nu Line Technologies, LLC Contractor By Dominic Burtech Partner Title Date: Ce(114 //v C-7 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: Nu Line Technologies, LLC Bidder Name 1325 Pipeline Dr. Business Address Vista CA 92081 City, State Zip ( 760 ) 634-5153 fdurazo@nulinetech.net/sara@nulinetech.net Telephone Number Email Address 997520;CLASS A State Contractor's License No. and Class 3/26/2014 Original Date Issued 10/31/2024 Expiration Date The work site and video TV footage of existing sewer lines were inspected by of our office on J U N 1°rig, 2023 . The following are persons, firms, and corporations having a principal interest in this proposal: Dominic Burtech (Partner) Frank Durazo(Partner) Julie Burtech(Partner) Salvador Aquino(Partner) The undersigned is prepared to satisfy the Council of the City of Huntington Beach of its ability, financially or otherwise, to perform the contract for the proposed work and improvements in accordance with the plans and specifications set forth. Nu Line Technologies,LLC Company Name • Signature of Bidder Dominic Burtech (Partner) Printed or Typed Signature c-s SEe ATThCfED NOTARY CERTIFICATE Subscribed and sworn to before me this_day of ,202_. A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document, to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of ) County of ) On before me, Month,Day,and Year Insert Name and Title of Notary personally appeared Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies),and that by his/her/their signature(s)on the instrument the person(s), or the entity upon behalf of which the person(s)acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature Signature of Notary Public (PLACE NOTARY SEAL ABOVE) C-9 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT • 'Mle+•.1y'.F4`ti,,,y.Y�4•u.F../}--{!Bti rF<S.•A.`AW'SR:i'.:w!:rh - •'S:r..td`j!^ /.. A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. State of California ) County of an Diego ) On to ZZ 2uT1-3 before me, Arthur Patrick Arquiiia, Notary Public Date aulA7serte and Title of the Officer Personally appeared 2I5')' /41L . Name(s)of Signer(s) • who proved to me on the basis of satisfactory evidence to be the person(s)whose name( are subscribed to the within Instrument ��an. -cknowiedged to me that tshe/they executed the same i;,Cher/their authorized capacity(les),and that'NY�'� er/thelrsignature(s)ontt elnstrumenttheperson(s),or the entity upon behalf of which the person(s)acte executed the Instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and 4`*a. ARTHURPATRICKARI ILIA correct. f,A COM/A.$23e6204 WITNESS my h • and offici• - , w , .,. ;,j- NOTARY PUBUC•GWFORNIA f 3 + .,' SAN DIEGO COUNTY @ L--___`try Caam E><pires January 7 Toss Signature OF —Oi Y Signa 're o ,s tary Public . Place Notary Seal Above • s ---....... ......._. ---.----------------.-------..-------OPTIONAL-------- \ Though this section is optional,completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document Document Date Number of Pages Signers)OtherThan Named Above Capacity(les) Claimed by Signer(s) Signer's Name Signer's Name Corporate Officer—Title(s) Corporate Officer—Title(s) P ®Partner rj Limited rj General rj Partner Q Limited ElGeneral ®Individual []Attorney in Fact ®Individual ®Attorney in Fact El Trustee in Guardian or Conservator El Trustee El Guardian or Conservator' ®Other ®Other ' Signer is Representing Signer is Representing -W� - J www.NationalNotant.org 31-800-US NOTARY(1-800-876-6827)item#5607 ©2014+�IationalNotan/Association Bidder's Project History For the purposes of this project, the bidder shall provide project history of similar work, specifically referencing the construction of sanitary sewer lining installation of at least 1,000 linear feet of 8-inch or greater in public right-of-way, calcium cleaning and root removal from sanitary sewer systems, and manhole lining and rehabilitation within public right-of- way,. Bidders are encouraged to submit supplemental relevant project history in addition to the projects listed herein. Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past five years: 1. Name and Address of Public Agency Name and Telephone No. of Project Manager: SEE ATTACHED Contract Amount Type of Work Date Completed Provide additional project description to show similar work: 2. Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed Provide additional project description to show similar work: 3. Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed Provide additional project description to show similar work: C-10 Bidder's Critical Staff Listed below are the names of the bidders proposed Construction Project Manager,and Superintendent. For each of these critical positions,please list at least three projects for which the critical staff has performed similar work within the last five years. These projects do not have to be under the employment of the bidder of this project.Bidders are encouraged submit supplemental relevant project history in addition to the projects listed herein. 1. Name of proposed Project Manager Telephone No. of proposed Project Manager: Project Name&Contract Amount Type of Work Date Completed SE E ATTACH ED Project Name&Contract Amount Type of Work Date Completed Project Name&Contract Amount Type of Work Date Completed 2. Name of proposed Superintendent Telephone No. of proposed Superintendent: Project Name&Contract Amount Type of Work Date Completed Project Name&Contract Amount Type of Work Date Completed Project Name&Contract Amount Type of Work Date Completed C-11 &LINE Tedmologlea LLC Nu-Line Technologies, LLC Project References — CIPP/SPR I Contract CIPP Project/ Description Owner/Contact Date Amount 2014 Wing Ave Flood Control Flatiron/City of El Cajon Clean/CCTV&CIPP lining of 159 LF of 18-inch &24- 1770 La Costa Meadows Drive Start inch Storm Drain, Flow Diversion. San Marcos,Ca 92708 $ 33,030.00 5/15/14 Completion Ruben Claudio (760)916-9100 5/28/2014 2014 Pipeline Rehabilitation Phase W-1 City of San Diego CIPP lining of 21,754 LF of 8-inch diameter sanitary 525 B Street,Ste.750 Start sewer. Point Repairs, Manhole Rehabilitation,425 San Diego,CA 92101 $ 2,465,095.10 6/16/2014 Top Hats(SLC's) and 425 Lateral Launch Video,425 Maryam Liaghat(619)533-5192 Completion, 3/19/2015 4-inch CIPP Lateral Installation. 2014 Sewer Rehabilitation Project No.9 Los Angeles Dept.of Public CIPP lining of 9,166 LF of 8"& 10" diameter sanitary Works Start 9/2/2014 sewer.Clean&CCTV, Bypass Pumping 900 South Fremont Ave $232,000.00 . Completion Alhambra,CA 90014 10/31/2014 Attn:Jose Pou (626)458-2191 +2014 Pipeline Rehabilitation Phase X-1 City of San Diego CIPP lining of 4,092 LF of 6",8",10" &15"diameter 9485 Aero Drive Start sanitary sewer. Point Repairs, Manhole San Diego, CA 92101 $513,000.00 11/21/2014 Rehabilitation,44 Service Lateral Connections and Jericho Gallardo(619)533-7523 Completion 3/16/2015 44 Lateral Launch Video,44 CIPP Lateral Installation. 2014 Sewer Pipeline and Storm Drain Repairs City of Solana Beach CIPP lining of 3,367 LF of 6",8" & 18"diameter 9485 Aero Drive Start sanitarysewer&Storm Drain. Point Repairs, ,CA 92075 $455,414.50 9/22/2014 p Solana Beach Completion• Manhole Rehabilitation, Taryn Kjolsing(858)720-2470 11/26/2014 2014 Sewer&Water Group 833 City of San Diego CIPP lining of 3,876 LF of 6", 8" and 10"Sanitary 525 B Street, MS 908A Start Sewer Main Replacement. Point Repairs, Manhole San Diego,CA 92101 $513,000.00 12/1/2014 Rehabilitation,Service Lateral Connections, Bypass Bijan Shakiba, (619)533-5191 Completion 1/26/2015 Pumping. 2013 Sewer&Water Group 720 City of San Diego CIPP lining of 621 LF of 6-inch,Sanitary Sewer Main 525 B Street,MS 908A Start Replacement. Point Repairs, Manhole Rehabilitation, San Diego, CA 92101 $21,735.00 11/8/2014 tio Completion, Service Lateral Connections, Bypass Pumping Bijan Shakiba (619)533-5191 11/8/2014 2013 Sewer&Water Group 758 City of San Diego CIPP lining of 2,612 LF of 8-inch and 10,135 LF 1200 Third Avenue.,Ste. 200 Start sanitarysewer replacement. Point Repairs, Manhole San Diego,CA 92101 5/29/2014 p p g $81,518.80 Completion Rehabilitation,30(SLC's),CIPP Lateral Installation, Luis Schaar, R.E. (619)533-4641 12/16/2014 Bypass Pumping. Anil- "`. , .., Nu-Line Technologies, LLC. f ix , Project References—CIPP/SPR NU Ud NE 102 Second Street Suite B r� }�7.i '''` ,� .;_ Updated 2/7/2022. woomur Encinitas,CA 92024 U, 4.,4*W�"`s `, u www.nulinetech.net = ett*;` ` '' NU LINE TectnotosteaLLC Nu-Line Technologies, LLC Project References - CIPP/SPR 2015 Sewer&Water Group 815 City of San Diego CIPP lining of 545 LF of 8-inch sanitary sewer. Point 525 B Street,MS 908A Repairs, Manhole Rehabilitation,5 (SLC's), Bypass San Diego,CA 92101 $ 29,975.00 Completion Pumping. Bijan Shakiba (619)533-5191 2/17/2015 City of San Diego Skylark Canyon Rehabilitation Weir Construction Corporation CIPP lining of 1,417 LF of 8-inch sanitary sewer. 2255 Barham Drive Start Bypass Pumping. Escondido,Ca 92029 $ 95,215.00 12/24/2014 Completion Brian Weir(760)743-6776 1/9/2015 Back Bay Drive Storm Drain Rehabilitation City of Newport Beach CIPP/SPR lining of 1,892 LF of 12-inch to 42-Inch 100 Civic Center Drive Start storm Drain. Bypass Pumping/Dewatering. Newport Beach,CA 92660 $297,208.80 1/19/2 015 Completion Peter Tauscher(949) 644-3309 4/8/2015 Sewer Capital Improvements Project-Lemon Grove City of Lemon Grove CIPP Lining of 3,480 LF of 6-Inch and 8-Inch sanitary 3232 Main Street Start Sewer, manhole installations,cleanout installations, Lemon Grove,Ca 91945 $ 189,946.00 Comp letio bypass pumping. Scott Adamson(858)413-2400 C0m5etio5 10/15/2015 Bataquitos Force Main(B1/B2)Force Main Leucadia Wastewater District City of Leucadia 1960 La Costa Ave Start Rehabilitation of 383 LF of 21-Inch sanitary sewer Carlsbad Ca,92009 5/5/2015 Force Main,Carlsbad Blvd from Proto Drive Robin Morshita(760)753-0155 $ 76,500.00 Completion 3/6/2015 Annual Sewer Rehabilitation Program CIP.15701 City of San Juan Capistrano CIPP Lining of 7,702 LF of 6-Inch, 8-Inch,21-inch and 32400 Paseo Adelanto Start $ 1,385,061.00 8/ 36-Inch sanitary Sewer and storm drain, manhole San Juan Capistrano CA,92675 Completion installations,cleanout installations, bypass pumping. Mike Marquis(949)443-6326 12/28/2015 Pipeline Rehab F-2(Laterals) City of San Diego Clean&CCTV of 93,955 LF of sanitary sewer. 525 B Street, MS 908A Start San Diego, CA 92101 $ 101,471.00 2/15/2015 Completion Ryan Reed (619)533-5191 8/25/2015 Sewer and AC Water Group 752 Public Utilities Department CIPP Lining of 5,182 LF of 8-Inch sanitary Sewer and 9150 Topaz Way, MOC 1 Start bypass pumping.Clean&CCTV,Top Hats San Diego, CA 92123 $281,411.00 7/9/2015 Ed M.Cartas(585) 614-4564 Completion, 7/17/2015 Nu-Line Technologies,LLC'. t� .; , t.��. p e ,? z`; 4 . Project References—C1PP/SPR NU LINE 102 Second Street Suite B ti ' 4J� Yi ' k, ; r . : Updated 2/7/2022 T"'.°°"LL` Encinitas,CA 92024 _' "£ '� § k� �' www.nulinetech.net .. F-KI AVx ., r I NU LINE ic Nu-Line Technologies, LLC Project References - CIPP/SPR Sewer and AC Water Group 1004 City of San Diego CIPP Lining of 948 LF of 8-Inch sanitary Sewer and 9485 Aero Drive, a Com letion bypass pumping.Clean&CCTV, 14 Top Hats San Diego,CA 92123 $70,159.00 9/15/2015 Armin Asadyari(858)997-7989 South Oceanside Waterline Replacement City of Oceanside Clean &CCTV, Post Video of 5,887 LF 8-Inch New 300 North Coast Highway, Installation,Manhole Rehabilitation Oceanside,CA 92054 $90,092.75 Completion Greg Keppler(760)435-5913 2015 Gravity Pipeline Rehabilitation Leucadia Wastewater District Clean&CCTV, Post Video of 1,887 LF 6-Inch,8-Inch 1960 La Costa Avenue, Start and 12-Inch sanitary sewer.Sectional Lining Carlsbad,CA 92009 $ 137,987.00 7/9/2015 Completion Robin Morishita (760)753-0155 9/16/2015 Pipeline Rehab Z-1 City of San Diego Clean&CCTV, Post Video of 13,500 LF 8-Inch 9485 Aero Drive, Start sanitary sewer,SPR/CIPP Lining of 13,500 LF of 8- San Diego,CA 92123 $507,079.50 10/6/2015 Inch sanitary sewer and installation of 300 Top Hats . Dave Engel (619)549-5451 Completion 12/11/2015 Los Angeles County Dept of Public Work—Project LACDPW #11 900 South Fremont Avenue Start SPR/CIPP Liningof 13 842 LF of 8-Inch sanitaryAlhambra California 91803 1/18/2016 $435,233.50 Completion Sewer and bypass pumping. Tim Bazinet(626)458-4951 2/29/2016 Industry Rd Sewer @ Ha-Hana Rd. Just Construction CIPP Lining of 748 LF of 24-Inch sanitary Sewer and 3103 Market Street • bypass pumping. San Diego,CA 92102 $ 136,127.00 Awaiting (619)702-4002 NTP. CULVERT REPAIR AND REPLACEMENT FISCAL YEAR Tri-Group Construction 2014-15 9580 Black Mountain Rd Ste. L Start CIPP/SPR Lining of 499LF of 18-Inch to 42-Inch storm San Diego,CA 92126 $ 159,239.00 10/5/2015 Completion drain culvert. Hani Assi(858) 583-1846 11/30/2015 Huntington Beach FY 201415 Sewer Lining Project City of Huntington Beach Start CIPP Lining of 11,189 LF of 8-Inch sanitary Sewer and 2000 Main Street, 1'Floor 3/1/2016, bypass pumping. Huntington Beach,CA 92648 $250,000.00 Jose Fuentes(714)536-5431 Completion 4/14/2016 Nu-Line Technologies, LLC: • t a k ' 4 ' ' - Project References—CIPP/SPR ▪ r+�f.r f qa,'\ 4"�,f9, i �1� 1 .. s NU LINE 102 Second Street Suite B ,:',..{°^<;"`� f, iiq r, Updated 2/7/2022 ALL` Encinitas,CA 92024 `' r . www.nuiinetech.net - •ohs T£v , ,t NU L INE Teclvwlogies U.0 Nu-Line Technologies, LLC Project References - CIPP/SPR City of Encinitas Encinitas 2014-2015 Annual Storm Drain 505 S.Vulcan Start Rehabilitation Encinitas,CA 92024 $558,399.00 10/5/2015 CIPP Lining of 2,322LF of 12-Inch to 36-Inch storm Kipp Heffner(760)633-2775 Completion 3/30/2016 drain culvert. Sewer and AC Water Group 840 City of San Diego Final main video of 2,098 LF,8-Inch sewer 9485 Aero Drive, Completion San Diego,CA 92123 $3,147.00 9/21/2015 Avram Yu (858)573-5084 Sewer Group 798 City of San Diego Clean &Video,SPR/CIPP Lining of 11,894LF of 8-Inch 9485 Aero Drive, Start sanitary sewer, 164 Service Lateral Connections San Diego, CA 92123 $410,114.30 12/15/2015 Avram Yu (858)573-5084 Completion 2/10/2016 2015 Sewer Repair Project-Rossmoor/Los Vasilj Inc. Alamitos 15531 Arrow Hwy, Start Clean &Video,CIPP Lining 2,545 LF of 8-Inch, Point Irwindale, CA 91706 $123,124.00 3/3/2016 repairs,Top Hats John Gavigan(626)480-1442 Completion 4/1/2016 2015 GRAVITY SEWER REHABILITATION Leucadia Wastewater Division Clean &Video,CIPP Lining 2,237 LF of 6-Inch,8-Inch 1960 La Costa Avenue, Start and 12-Inch sanitary sewer, 29 Service Lateral Carlsbad,CA 92009 $ 161,524.50 8/26/2015 Connections, Bypass Pumping Robin Morishita(760)753-0155 C2m3letio5 12/23/2015 CIPP Lining of 15"&18"CMP Storm Drain City of Buena Park Clean &Video,CIPP Lining 360 LF of 15-Inch and 18- 6650 Beach Blvd, Start Inch storm drains. Buena Park,Ca 90622 $ 51,991.00 3/3/2016 Completion Francisco Gutierrez (714)562- 3/4/2016 3687 _ Storm Drain Lining of 21"to 54" City of Chula Vista Clean &Video,CIPP Lining 2,415 LF of 18-Inch,21- 1800 Maxwell Road, Start Inch, 24-Inch,30-Inch and 36-Inch storm drains, Chula Vista,CA 91911 $433,391.00 1/4/2016 Completion Sectional Repairs, Invert Grouting of storm drains Kalani Camacho(619) 921-2922 4/21/2016 prior to rehabilitation. Storm Drain Lining 2014-15;Project No.52716 City of Fullerton PWD Engineering Clean &Video,CIPP Lining 2,420 LF of 8-Inch, 10- 303 West Commonwealth Avenue, Start Inch sanitary sewer, 12-Inch and 18-Inch storm Fullerton,CA 92832 $ 117,973.00 2/22/2016 drains,Sectional Repairs, Invert Grouting of storm Vince Oseguera (714)738-6845 Completion 4/25/2016 drains prior to rehabilitation. Nu-Line Technologies, LLC. `6 s 41 j , 'fir` *a ; k r 5, Project References—CIPP/SPR NU LINE 102 Second Street Suite B _ �,; ,7x 4_ � �. r � updated 2/7/2022 f`�T n.uc _ ?;as ti t.V }(`d "` x Encinitas CA 92024 � ` I � �<� 4 A 3 4 x' !J } f 4 www.nulinetech.net Xtst.2 f, `` .r NU LINE Tectmdoglea LLC Nu-Line Technologies, LLC Project References - CIPP/SPR The Oaks-CIPP Lining of 36-Inch Storm Drain Davidson Communities Clean &CCTV 100 LF of 36-Inch storm Drain, 1302 Camino Del Mar, Start Easement access installation of 100 LF of 36-Inch Del Mar, CA 92014 $32,000.00 4/29/2016 Completion storm Drain, Post Video Tim O'Grady(858)259-8500 4/29/2016 Eastern Municipal Water District_12-Inch Sanitary Eastern Municipal Water District Sewer 2270 Trumble Road, Start Clean&CCTV, Rehabilitate 413 LF of 12-Inch Perris,CA 92572-8300 $ 22,715.00 2/26/2016 Sanitary Sewer, Reinstate 5 Lateral Connections, Mark Chamberlin(951)928-3777 Completion Bypass Pumping 2/26/2016 City of Los Angeles—Sewers 5 Program Mathew&Stewart Co Inc. Clean &CCTV, Rehabilitate 7,147 LF of 8-Inch, 10- 2841 Gardena Ave, Start Inch, 16-Inch Sanitary Sewer, Reinstate 160 Lateral Signal Hill,CA 90755 $ 304,603.00 6/17/2015 Completion, Connections, Bypass Pumping, Post Video Bruce Flowers(562)595-5471 On Call Rancho Palos Verdes Storm Drain Grfco Inc Clean&CCTV 134 LF of 18-Inch storm Drain, Po Box 1747 Start Easement access installation of 134 LF of 18-Inch Brea,CA 92822 $ 21,942.50 12/30/2015 Completion storm Drain, Post Video Jim Jackson(714)412-4712 12/30/2015 City of San Diego Group 703A Weir Construction Corporation Clean&CCTV 627 LF of 8-Inch sanitary sewer, 2255 Barham Drive, Start 3/8/216 Easement access installation of 627 LF of 8-Inch Escondido,Ca 92029 $30,347.50 Completion sanitary sewer, Post Video Allan Weir(760)743-6776 3/9/2016 La Costa Golf Course Leucadia Wastewater Division Clean&CCTV 360 LF of 10-Inch sanitary sewer, 1960 La Costa Avenue, Start 015 Easement access installation of 360 LF of 10-Inch Carlsbad,CA 92009 $ 18,720.00 Completion Completion sanitary sewer, Post Video Robin Morishita (760) 753-0155 11/20/2015 Manning Canyon Sewer and Water Replacement Burtech Pipeline Inc. Clean &CCTV 15,508 LF of 8-Inch sanitary sewer, 102 Second Street, Start Rehabilitate 2,582 LF of 8-Inch sanitary sewer Encinitas, CA 92024 3/22/2016 w/SPR, 56 Sewer Lateral Connections, Post CC Buddy Aquino (760)634-2822 $ 212,865.00 TV Completion Video of 15,508 IF, Bypass Pumping 2/28/17 SAN DIEGO PIPELINE AC-1 Burtech Pipeline Inc. Clean&CCTV, Post Video of 40,279 LF 8-Inch 102 Second Street, Start sanitarysewer,889 Lateral Launch Video,SPR/CIPP Encinitas, CA 92024 4/4/2016 $ 1,040,214.00 Completion Lining of 40,279 LF of 6",8 and 10-Inch sanitary Buddy Aquino (760)634-2822 10/18/2016 sewer and installation of 889 Top Hats Nu-Line Technologies,LLC. r ,'c ,v YR§Ciy ,k Project References—CIPP/SPR NU LINE 102 Second Street Suite B 4' A�� D� °n t` U dated 2 7 2022 Encinitas,CA 92024 a . '„•0,:fr, 'j , www.nulinetech.net qqx`f' . 1LI TetiNE ogleaLLC Nu-Line Technologies, LLC Project References — CIPP/SPR ....�_ �.....� ,.....__...__.._....._.._......__...............�,......._ — SPR Lining of 36-Inch Storm Drain SKANSKA, Inc. Start Clean &CCTV 140 LF of 36-Inch Storm Drain under 5196 Governor Drive, 5/12/2016 805 Freeway Southbound Lane, Post Video San Diego,California 92122 $85,089.00 Completion Keith Jackson (858)646-0921 5/14/2016 Sewer Rehabilitation Protect No. 13 Los Angeles Dept.of Public , SPR/CIPP lining of 19,943 LF of 8-Inch diameter Works Start sanitary sewer, reinstate 459 House connections, 900 South Fremont Ave $476,649.00 4/7/2016 Clean&CCTV, Bypass Pumping Alhambra,CA 90014 Completion 11/8/2016 Joel Zaragoza (626)458-4973 Sewer&Water Group 834 Burtech Pipeline Inc. Clean &CCTV, Post Video of 8,996 LF 8-Inch sanitary 102 Second Street, Start sewer, Lateral Launch Video,SPR Lining of 975 LF of Encinitas, CA 92024 $ 109,284.50 3/21/2016 10",12"and 14-Inch sanitary sewer and installation Buddy Aquino(760)634-2822 Completion 3/21/2017 Top Hats LACDPW CRR.436 Los Angeles Dept.of Public CIPP lining of 598 LF of 18",36"and 60-Inch Works Start diameter storm drain, Clean&CCTV,Spot Repairs, 900 South Fremont Ave $ 297,203.50 5/27/2016Compl _ Frame and Cover Installations Alhambra,CA 90014 7/13/20162 tion Fred Kheradvar(626)458-4973 2016 SEWER MAIN CIPP REHABILITATION Yorba Linda Water District Clean&CCTV, Post Video of 3,700 LF 6",8"and 10- 1717 E. Miraloma Avenue, Start Inch sanitary sewer,Traffic Control, Bypass Placentia, CA 92870 $ 189,823.00 4/14/2016 Pumping. Alex Thomas(714)701-3115 Completion 7/28/2016 SSRP P08 Daly Street&Avenue 26 Vasilj Inc. Clean &CCTV, Rehabilitate 5,405 LF of 8-Inch 15531 Arrow Hwy, Start 016 Sanitary Sewer, Reinstate 163 Lateral Connections, Irwindale, CA 91706 $ 258,160.00 Completion Bypass Pumping, Post Video John Gavigan (626)480-1442 Completion 1/31/2018 City of Los Angeles ESRP#SWC03077-Avondale Vasilj Inc. Clean &CCTV, Rehabilitate 292 LF of 8-Inch Sanitary 15531 Arrow Hwy, Start Sewer, Reinstate Lateral Connections, Bypass Irwindale, CA 91706 $ 14,600.00 6/2/16 Pumping, Post Video John Gavigan (626)480-1442 Completion, 6/2/2016 City of Los Angeles ESRP#SW02905-Avondale Williams Pipeline Contractors, Clean&CCTV,Rehabilitate 134 LF of 8-Inch Sanitary PO Box 1120 Start Sewer, Reinstate Lateral Connections, Bypass Somis,CA 93066 $8,710.00 5/17/2016 Compl Pumping, Post Video John Williams(805)207-0148 5/17/2/17/201616 Nu-Line Technologies,LLC: • 'i,,{ r�0'} i. '`S1':,gc % •, " R ' Proje•ct References—CIPP SPR NU LINE 102 Second Street Suite 8 ' Tochlologena u.c � �X.� '� r''�;��,} ' r Updated 2j7/2o22 Encinitas,CA 92024 .. . ,A 014 , www.nulinetech.net '''..i , nt 3eef;.,• ° a • NU LINE Tedu c ogleaLLC Nu-Line Technologies, LLC Project References - CIPP/SPR SANITARY SEWER MASTER PLAN PHASE 1 City of South El Monte Start Clean &CCTV, Post Video of 2,230 LF 8", 10" & 12-Inch 1415 Santa Anita Avenue, 6/7/2016 sanitary sewer,Traffic Control, Bypass Pumping, Point South El Monte,CA 91733 $163,798.00 Completion Repairs. Aldan Mousavi (626)652-3110 10/28/2016 2016 GRAVITY PIPELINE REHABILITATION PROJECT Leucadia Wastewater Division Start Clean &CCTV, CIPP Lining of 1,280 LF 8" & 15-Inch 1960 La Costa Avenue, 7/28/2016 sanitary sewer,Traffic Control, Bypass Pumping, Point Carlsbad,CA 92009 $ 240,000.00 Completion, Repairs. Robin Morishita (760)753-0155 12/15/2016 Caltrans No.08-0J8104 Dreambuilder Clean &CCTV,SPR&CIPP Lining of 1,160 LF of 18", 1324 E. Lawson Ln, Start 24",30", 36"and 42-Inch Storm Drain, Pipe Repairs, Placentia,CA 92870 $ 311,540.00 1/9/2017 Completion Post Video Anu Singh (714) 646-3697 3/3/2017 HillTop Area Sewer Lining Proiect City of Redding Clean&CCTV, CIPP Lining of 12,956 LF 6",8", 10" &12- 777 Cypress Avenue, Start Inch sanitary sewer,Traffic Control, Bypass Pumping, Redding, CA 96001 $ 519,330.00 7/5/2016 Point Repairs. Darren Langfield (530)225-4469 Compl 9/30/etion 16 Sewer&Water Group 701 City of San Diego Start Clean&CCTV,CIPP Lining of 1,280 LF 8"&15-Inch 1200 Third Avenue., Ste.200 3/5/2018 sanitary sewer,Traffic Control, Bypass Pumping, Point San Diego,CA 92101 $ 27,864.75 Completion Repairs. Luis Schaar, R.E. (619)533-4641 5/7/2017 Tvrian St and Soledad Ave and AC Water Main PK Mechanical Systems, Inc. Clean&CCTV, CIPP Lining of 6-Inch sanitary sewer, 21335 Bundy Canyon Road Start Traffic Control, Bypass Pumping, Point Repairs. Wildomar,CA 92595 $ 13,164.00 3/15/2017 David Spindler(951) 245-5537 Completion 3/17/2017 RFB 7402 San Diego San District County of San Diego Clean &CCTV,sectional Lining and Top Hat Installation, 5560 South Overland Avenue, Start 8"VCP sanitary sewer. Suite B,San Diego CA 92123 $ 5,850.00 7/11/2016 Jaclyn Smith, (858)505-6367 Completion 7/12/2016 City of LA ESR 69th&Vermont Vasilj Inc. Clean&CCTV, CIPP Lining of 8-Inch sanitary sewer, 15531 Arrow Hwy, Start Traffic Control, Bypass Pumping, Point Repairs. Irwindale,CA 91706 $ 13,777.505/18/2016 Completion John Gavigan (626)480-1442 5/19/2016 Nu-Line Technologies,LLC. ';4° . �� 'r� 5�� r Project References—CIPP/SPR NU UNE 102 Second Street Suite B i V.:1K {" F if.'F ie$C :Updated 2/7/2022 Encinitas,CA 92024 ` + ' k1?s s www.nulinetech.net 4V, . a e ai• , NU LIN TechnologiesE LLC Nu-Line Technologies, LLC Project References - CIPP/SPR Fresno E.Home Avenue Sewer Rehab City of Fresno Clean&CCTV, CIPP Lining of 8-Inch sanitary sewer, 2600 Fresno Street,Room 2156 Start Traffic Control, Bypass Pumping, Point Repairs. Fresno CA,93721 $75,255.00 3/15/2017 Mike Brown (559) 621-1332 Completion 6/5/2017 Pacific Beach Pipeline South TC Construction Video Inspecting 9,000 LF of Pipelines and Culverts for 10540 Prospect Avenue Start 7 Acceptance. Santee,CA 92071 $41,207.00 ample o Elan Schier(619)820-7811 Completion • TBD 6-Inch CIPP Lining at U.C.L.A PipeTec Start Clean&CCTV,CIPP Lining of 6-Inch sanitary sewer, PO Box 2337 6/17/2016 Traffic Control, Bypass Pumping, Point Repairs. Irwindale,CA 91706 $ 14,425.00 Completion Mike Ashker(562)699-3496 6/17/2016 Mission Trails Collection-Santee 1 Burtech Pipeline Inc. Start Video Inspecting 1,001 LF of Pipelines and Culverts for 102 Second Street, 9/1/2016 Acceptance. Encinitas, CA 92024 $2,862.00 Completion, Buddy Aquino (760)634-2822 II 11/29/2016 City of El Monte—Sewer Lining Proiect City of El Monte Clean &CCTV,CIPP Lining of 8-Inch and 15-Inch 11333 Valley Blvd Start sanitary sewer,Traffic Control, Bypass Pumping, Point El Monte CA 91732 $ 163,098.00 9/27/2016 Repairs. Richard Ruyle(626)808-1909 Compl etion 11/23/20162016 Ross Valley Sanitation Ranger Pipelines Clean&CCTV, CIPP Lining of 22,202 LF of 6-Inch and 8- 1790 Yosemite Ave. Start Inch sanitary sewer,Traffic Control, Bypass Pumping, San Francisco,CA 94124 $864,999.50 6/12/2017 Completion Point Repairs. Tom Grover(415)822-3700 5/1/2018 Via De La Valle bridge in Del Mar,CA PAL General Engineering Clean &CCTV,CIPP Lining of 10-Inch Ductile Iron Pipe, 10675 Treena Street,Ste. 103 Start Traffic Control San Diego,CA 92131 $ 24,235.50 10/26/2016 Diana Hsu(858)860-5300 Completion 10/26/2016 Pipeline Rehabilitation AM-1 Burtech Pipeline Inc. Start Clean&CCTV, Post Video of 41,127 LF 8-Inch sanitary 102 Second Street, 11/15/2016 sewer, 1,127 Lateral Launch Video,SPR/CIPP Lining of Encinitas,CA 92024 $ 1,755,384.50 Completion 41,127 LF of 8-Inch sanitary sewer and installation of Buddy Aquino (760)634-2822 Ll 1,127 Top Hats 9/23/2019 - ,.°..:,:.-'.. ,.-...,,'r�y',a lez.7 p�, Y ;�k Nu-Line Technologies,LLC. . ▪fr� rx a ar Project References—CIPP/SPR NU LINE 102 Second Street Suite a r }, . S Updated 2/7/2022 '°h"° "` Encinitas,CA 92024 1#▪ �s .-e74 ' 'S`rN' � ; � Nafa www.nulinetech.net , , ' �� v `t� �;:.: s�, ,�.__� &LINE Ted nologteaU.0 Nu-Line Technologies, LLC Project References - CIPP/SPR IN _..._ __ . _.. - .___.w .._�...__�_...__.__�__.__ ... .....�,_..�...,..... -� �.._. ._...w._.."....._..�.w._ _..w_.....__.w .._�_.._..� .� ._._ W �..�.__._.__.J Fresno Sewer Rehabilitation in Congo and H- Emmitt's Excavation Inc Broadway Downtown Clean &CCTV, CIPP Lining of 6207 E.Clinton Ave Start 1,441 LF of 8-Inch and 10-Inch sanitary sewer,Traffic Fresno CA 93727 $ 114,434.50 April 2017 Control, Bypass Pumping, Point Repairs. David Walsh (559)347-9188 Completion 18 Massachusetts Avenue Sewer Improvements-La S.C.Valley Engineering, Inc. Mesa 656 Front St. Start Clean &CCTV,CIPP Lining of 937 LF of 6-Inch,8-Inch El Cajon,CA 92020 $85,709.81 12/12/2016 and 15-Inch sanitary sewer,Traffic Control, Bypass Kevin Prescott(619)444-2366 Completion 2/3/2017 Pumping, Point Repairs. Sewer Capital Improvements—Lemon Grove S.C.Valley Engineering, Inc. Start Clean&CCTV, CIPP Lining of 112 LF of 6-Inch sanitary 656 Front St. 6/1/2015 sewer,Traffic Control, Bypass Pumping, Point Repairs. El Cajon,CA 92020 $ 10,080.00 Completion Kevin Prescott(619)444-2366 Ll 10/31/2017 Val Sereno Storm Drain Rehabilitation&Extension . City of Encinitas Clean &CCTV, CIPP Lining of 143LF of 24-Inch storm 505 S.Vulcan Avenue Start drain,clearing and grubbing,Traffic Control,Concrete Encinitas, CA 92024 $49,000.00 10/27/2016 Headwall, Invert Paving Repairs. Kipp Hefner(760) 633-2775 Completion 11/7/2016 Small Diameter Sewer Rehabilitation-2017-1 AUI Incorporated Clean &CCTV,CIPP Lining of 143LF of 24-Inch storm 7420 Reading Ave.SE Start drain,clearing and grubbing,Traffic Control,Concrete Albuquerque New Mexico 87105 $ 253,674.00 3/1/2017 Headwall, Invert Paving Repairs. Mike Rocco(505)242-4848 Completion 3/28/2017 Fresno Sewer Rehab&Replace in N Central Bill Nelson GEC, Inc. Downtown 2741 E. Malaga Avenue Start Clean &CCTV, CIPP Lining of 857 LF of 6-Inch sanitary Fresno,CA 93725 $ 83,942.59 4/5/2017 sewer, lateral reinstatement. Jeff Nelson (559)439-1756 Completion 5/31/2017. Trenchless Repair Replacement&Rehab Los Alamos AUI Incorporated Clean &CCTV,SPR Lining of 1,450 LF of 8-Inch sanitary 7420 Reading Ave.SE Start 12/1 sewer, lateral reinstatement. Albuquerque New Mexico 87105 $ 106,515.00 Completion. Mike Rocco(505)242-4848 12/16/2016 Rehabilitation of 2 Sewer Lift Stations 24th St&Oak GSE Construction Company, Inc. St 6950 Preston Avenue Start 17 Clean&CCTV, CIPP Lining of 486 LF of 15-Inch sanitary Livermore,CA 94551 $ 53,415.00 Completion n, sewer, lateral reinstatement. Alexia Leon (925)447-0292 10/17/2017 Nu-Line Technologies,LLC. ; 4,e1 kRt Project References—CIPP/SPR NU LINE 102 Second Street Suite B - -, r ti q,��N x' , Updated 2/7/2022 ,�. "� Encinitas,CA 92024 ,,.-;;,1 r ;�>r ` . <, ,r x www.nulinetech.net '",;; ,�``e � °' i� ' �ti L NO LINE TBaL • Nu-Line Technologies, LLC Project References — CIPP/SPR a....ww........:...e... ..........u.a...w............urn...a......- ..............a...w......._w...u......`......................_..........rvw+......+n....m..........-.........r........s�..:...w..�a..o............... .._L.-............_,..a......w.......-.v...w..a..e.a...+......r.....�.......w u.w........`........�....,...A Yorba Linda Water District 8in DIP Murrieta Development Inc. Clean&CCTV, CIPP Lining of 208 LF of 8-Inch Ductile 42540 Rio Nedo Rd. Start 016 Iron sanitary sewer,lateral reinstatement. Temecula,CA 92590 $ 12,376.00 Completion Completion Bill Estrada (909)721-0362 11/16/2016 City of Bell-Sewer Modernization Project Tunnelworks Services Inc. Clean&CCTV, CIPP Lining of 4,839LF of 8-Inch sanitary 13502-H Whittier Blvd.Ste.165 Start sewer, lateral reinstatement. Whittier,CA 90605 $ 142,862.75 2/14/2 017 Completion William Duarte (562)553-2734 4/10/2017 1-25 South 18-Inch Sanitary Sewer AUI Incorporated Clean &CCTV,SPR Lining of 550 LF of 18-Inch sanitary 7420 Reading Ave.SE Start 12/15/ 016 sewer, lateral reinstatement. Albuquerque.New Mexico 87105 $ 168,440.00 Completion Completion Mike Rocco (505)242-4848 3/31/2017 Pipeline Rehabilitation AG-1 Burtech Pipeline Inc. Clean&CCTV,SPR/CIPP Lining of 35,992 LF of 8-Inch 102 Second Street, 3/ . sanitary sewer and installation of 797 Top Hats Encinitas,CA 92024 4/3/2 rt017 Buddy Aquino (760)634-2822 $ 1,414,852.50 Completional 4/15/19 Boniilo Drive Storm Drain Burtech Pipeline Inc. Cleaning and Video Inspection of 24"Storm Drain 102 Second Street, Start Encinitas, CA 92024 $2,169.11 2/7/2017 • Buddy Aquino (760)634-2822 Completion 2/7/2017 Lemon Drive 8-Inch Lining Yorba Linda Water District Clean&CC ,CIPP Lining of 10 LF of 10-Inch sanitary 1717 E. Miraloma Avenue, Start TV sewer. Placentia,CA 92870 $7,385.00 3/10/2017 Diane Dalton (714)701-3115 Completion 3/10/2017 Sunset Lane Easement 8-Inch Lining Yorba Linda Water District Clean &CCTV,CIPP Lining of 345 LF of 8-Inch sanitary 1717 E. Miraloma Avenue, Start sewer. Placentia,CA 92870 $ 17,424.75 2o27/2017 Diane Dalton (714)701-3115 Completion 2/27/2017 Sierra Madre Rehab Project City of Sierra Madre Clean&CCTV, CIPP Lining of 2,7$5LF of 8-Inch sanitary 232 W.Sierra Madre Blvd Start sewer. Sierra Madre,CA $ 150,752.50 4 Completion7 Chris Cimino (626)335-6615 6/23/2017 Nu-Line Technologies,LLC. - !<< ,�F i i` Project References—CIPP/SPR NU LINE 102 Second Street Suite B n 4''4� 6 ��; ` .�,Y' : Updated 2/7/2022 5�' t{1,�`th�' 5�e1s.d F I F 5\' a�LL` Encinitas,CA 92024 .,.r'• ,#,' ;{r '4J�€tt. r www.nulinetech.net - " , 04"M., ''." ' NU LINE TechnologieaLLC - Nu-Line Technologies, LLC Project References - CIPP/SPR City of Pasadena-La Loma Ramona Inc Clean &CCTV,CIPP Lining of 140LF of 8-Inch sanitary 302 N 1st Ave Ste 1 Start 3/9/2017 sewer, Bypass Pumping. Arcadia,CA 91006 $ 12,950.00 Completion Michael Grbavac(626)355-1350 3/9/2017 North Long Beach Sewer Improvement Project Clean City of Long Beach &CCTV,CIPP Lining of 4,229LF of 8-Inch, 10-inch and 1800 East Wardlow Road, Start 12-inch sanitary sewer, Bypass Pumping,Traffic Long Beach,CA 90807 $529,504.35 10/2/2 017 Completion Control,Top Hats, Point Repairs. Valeri Karaknov(562)570-2419 12/18/2017 2017 CMP Storm Drain Relining and Point Repair City of Pasadena Start Clean&CCTV, CIPP Lining of 912LF of 12-Inch,15-inch 100 N.Garfield Ave, 3/5/2018 and 18-inch &21-Inch storm drain, Point Repairs, Pasadena,CA 91109 $ 201,368.10 Completion Traffic Control, Diego Juarez(626)744-3921 ll 6/21/2018 CalTrans 12-0Q0604 Huntington Beach CA Jabra Contracting Clean&CCTV,CIPP Lining of 1,100LF of 12-Inch, 18- 1813 Manzanita Lane, Start inch and 24-Inch storm drain, Point Repairs,Traffic Manhattan Beach,CA 90266 $ 113,650.00 Comp Completion Control, Bob Collins(310) 545-5015 11/6/2017 La Mesa 24-Inch Storm Drain Wayne Pointer CCTV Inspection 24-Inch storm drain 4740 Alta Rica Drive Start La Mesa,CA 91941 $ 660.00 omple o (619) 818-1116 Completion 3/8/2016 Water&Sewer Group 954 Burtech Pipeline Inc. Clean &CCTV 1,816LF,CIPP Lining of 1,316LF of 8-Inch 102 Second Street, Start sanitary sewer,Traffic Control, Encinitas,CA 92024 $55,710.00 4/25/ 2017 Completion Buddy Aquino (760)634-2822 11/3/2018 Imperial Beach—Sewer Pump Station 4&6 NEWest Construction Rehabilitation 9235 Trade PI.Suite A, Start Clean&CCTV 128LF,CIPP Lining of 128 LF of 8- San Diego, CA 92126 $ 14,164.00 4/7/2017 Inch sanitary sewer, Bypass Pumping,Traffic Corey Jennette (858)436-4880 4/13/completion17 Control, Goleta West Sanitary District Project#16-04 Goleta West Sanitary District Clean &CCTV 5,882 LF,SPR&CIPP Lining of PO Box 4 Start 5,882 LF of 6",8", 10", 12" 15"&18-Inch Goleta,CA 93116 $ 566,502.00 7/27/2017 Completion sanitary sewer, Bypass Pumping,Traffic Control, Mark Nation (805)968-2617 12/8/2017 Manhole Rehabilitation at various locations. j >�? ' 45A •Nu-Line Technologies, LLC. ' ' 40A9R,K,, ^F 4 t Project References—CIPP/SPR NU UNE 102 Second Street Suite B. 4 -�ti 14yf Updated 2/7/2022 F �b .LLc Encinitas,CA 92024 •;'-; :`0:0,„ "'iar r, www.nullnetech.net . . .•: ' ` t o ` f ..-`J', t T. .}' . irk <�t, !t LLIN Techno oglas.ELLC Nu-Line Technologies, LLC Project References - CIPP/SPR CalTrans No.07-3W1104 Place Pipeliner& Jabra Contracting Repair Culverts 1813 Manzanita Lane, Start Clean&CCTV, CIPP Lining of 1,400 IF of 18-Inch, Manhattan Beach, CA 90266 $ 236,767.50 7/10/2017 24-inch and 39-Inch storm drain in various Bob Collins(310)545-5015 Completion locations of San Fernando CA 9/29/2t17 San Diego Sewer Group 818 Dick Miller Start Clean&CCTV 133LF,CIPP Lining of 133LF of 6-Inch Jean Grace 6/18/2018 sanitary sewer,Top Hats, Bypass Pumping,Traffic (760)471-6842 ext 13 $ 18,569.75 Completion Control, 10/6/2018 San Diego-AC Water&Sewer Group 1017 Burtech Pipeline Inc. Start Clean&CCTV 350 LF, CIPP Lining of 350LF of 8- 102 Second Street, 10/20/2017 Inch sanitary sewer,Top Hats, Bypass Pumping, Encinitas,CA 92024 $ 20,650.00 Completion, Traffic Control, Buddy Aquino (760)634-2822 .U. 4/30/2019 Lake Arrowhead Shelter Cove Agua-Fria Lake Arrowhead Community Clean&CCTV 3,170 LF,CIPP Lining of 3,170LF of Services District Start 8-Inch sanitary sewer,Top Hats, Bypass 27307 State Highway 189, 8/7/2017 Pumping,Traffic Control, Blue Jay,CA $325,329.00 Completion Richard Pretzinger(909)336- 10/31/2017 7139 San Diego-AC Water&Sewer Group 955 Burtech Pipeline Inc. Post Video Inspection 1,796LF various diameters 102 Second Street, Start Encinitas,CA 92024 $4,041.00 3/13/2018 Buddy Aquino (760)634-2822 Completion 10/20/2018 La Mesa 8-Inch Cast Iron Pipe PSOMAS Clean&CCTV 8"Cast Iron Pipe x 450ft 401 B Street,Suite San Diego, CA Start 92101 $4,000.00 6/1/2017 Sean Diaz(619) 961-2812 Completion, 6/30/2017 Leucadia 18-Inch Ductile Iron Pipe CCL Contracting Inc Rehabilitation 1938 Don Lee PI Clean&CCTV,Cured In Place Lining and end seal Escondido, CA 92029 Start 18" Ductile Iron Pipe Rod Chilcote(760)743-2254 $ 39,232.00 7/23/2017 Completion 7/26/2017 ?�; x-. ass 2,^ >, os �i Nu-Line Technologies, LLC. < ;�,'i` a'�' gp" 7 Project References—CIPP/SPR NU LINE 102 Second Street Suite B " �` updated 2/7/2022 Encinitas,CA 92024 '(`-`:rat`14:1 v ' 4a s r www.nulinetech.net :a`��`tro-/`G�k,.4;4� th {S " .r t, x to .S'`:0 kr tU�.i z"li...,.' ... .. — NU LINE Tedn o!ogtesLLC Nu-Line Technologies, LLC Project References - CIPP/SPR Sewer Rehabilitation in N Abby and E City of Fresno Start Hammond 2600 Fresno Street, Room 2015, 3/16/2018 Clean&CCTV 1,714 LF,SPR Lining of 1,714 LF of Fresno,CA 93721 $702,673.50 Completion 20-Inch sanitary sewer,Top Hats, Bypass Jesus Gonzales(559)621-1332 5/24/2018 Pumping,Traffic Control, _ LACDPW-Project No. 15 LACDPW Clean&CCTV 22,132 LF,SPR&CIPP Lining of 900 South Fremont Ave Start 22,132 LF of 8", 10"and 12-Inch sanitary sewer, Alhambra,CA 90014 $ 664,667.00 10/3/2017 Bypass Pumping,Traffic Control, Point Repairs at Fred Kheradvar Completion 1/16/2018 various locations. (626)458-4973 Office Beale Air Force Base-Repair Sub Basins 1,2,3, Allright Construction Inc 9 and MUNS 1485 S. Industrial Way Start- Clean&CCTV 5,638 LF,CIPP Lining of 5,638 LF of Kerman,CA 93630 7/31/2018 6",8", 10"and 12"and 21-Inch sanitary sewer, Steve Martinez (559) 284-3236 $ 522,566.00 Completion Bypass Pumping,Traffic Control, Point Repairs at 9/29/2018 various locations. 2016-2017 Citywide Annual Sewer City of Encinitas Rehabilitation 505 S.Vulcan Avenue Start Clean&CCTV 17,980 LF,CIPP Lining of 17,980 LF Encinitas,CA 92024 11/6/2017 of 6",8", 10"and 14-Inch sanitary sewer,Top Kipp Hefner(760)633-2775 $ 1,351,415.75 Completion Hats, Bypass Pumping,Traffic Control, Manhole 5/18/2019 Rehabilitation Point Repairs at various locations. _ Monrovia Renewal—Northwest Area Sully-Miller Contracting, Inc. Infrastructure Improvements Project 135 S.State College Blvd, Start Clean&CCTV 6,035 LF,CIPP Lining of 6,035LF of Brea CA 92821 11/15/2017 6"and 8-Inch sanitary sewer,Top Hats, Bypass Jesse Flores (714)578-9600 $ 335,935.00 Completion fill Pumping,Traffic Control, Manhole 3/31/19 Rehabilitation Point Repairs at various locations. Sewer System Repair Project-Montclair CA Vasilj Inc. Clean&CCTV 766 LF, CIPP Lining of 766 LF of 8- 15531 Arrow Hwy, Start Inch sanitary sewer, Bypass Pumping,Traffic Irwindale,CA 91706 $ 31,980.50 9/18/2017 Control at various locations. John Gavigan (626)480-1442 Completion 10/9/2017 Sewer and AC Water Group 764A KTA Construction Start Clean&CCTV 7,791 LF,CIPP Lining of 617 LF of 821 Tavern Rd. 2/13/2018 8-Inch sanitary sewer, Bypass Pumping,Traffic Alpine,CA $46,611.00 Completion Control at various locations. Adam Ogden (619)562-9464 2/15/2019 Techite Sewer Replacement,Diversion Charles King Company Structure-Padre Dam 2841 Gardena Avenue Start Clean&CCTV 390 LF, CIPP Lining of 390 LF of 6- Signal Hill, CA 90.755 1/24/2018 $36,864.00 Completion Inch sanitary sewer,Top Hats, Bypass Pumping, Scott King(562)426-2974 3/31/2018 Traffic Control at various locations. Nu-Line Technologies,LLC. , a ;�4l;,f .}}G `,;� y Project References—CIPP/SPR NU UNE 102 Second Street Suite B {=,h� .,4 '� updated 2/7/2022 7d* ere.uc ly fir t 1 „a a p_ Encinitas,CA 92024 {, K� � � k�', ' _° www.nulinetech.net } ,.eta; ...'� 9 fi'� �S f<x� �� - __ _. ., NU LE Technobgi IN�.LLC Nu-Line Technologies, LLC Project References - CIPP/SPR Sewer Rehabilitation Project 2016/2017 City of West Hollywood Clean &CCTV 8,620 LF,CIPP Lining of 8,620 LF of 5 Hutton Centre Drive,Suite 500 Start 8"and 10-Inch sanitary sewer,Top Hats, Bypass Santa Ana,CA 92707 $861,970.00 12/11/2017 Pumping, Point Repairs and Traffic Control at Kiefer Smith (949)330-4172 Comp various locations. 9/22/2018 2017 CMP Repairs—City of Poway City of Poway Clean &CCTV 1,031 LF,CIPP Lining of 1,031 LF of 13325 Civic Center Drive Start 18"and 24-Inch storm drain, Invert Repairs, Poway,CA 92064 $318,244.00 11/10/2017 Point Repairs and Traffic Control at various Brian Banzuelo (858) 668-4623 Completion locations. 12/27/2017 18-inch Storm Drain Rehabilitation The Gill Company Clean &CCTV 1,308 LF,CIPP Lining of 1,280 LF of 28069 Diaz Rd,Suite B Start 12/11/18"storm drain, invert grouting and Traffic Temecula,CA 92590 $ 108,191.00 Completion Completion Control at various locations. Darren Gill (951)501-5623 2/1/2018 JOC Task P15S004 Burtech Pipeline Inc. Clean&CCTV 69 LF,CIPP Lining of 69 LF of 24" 102 Second Street, Start storm drain,invert grouting and Traffic Control Encinitas,CA 92024 $ 12,915.00 4/26/2018 Completion, at various locations. Buddy Aquino (760)634-2822 4/26/2018 Caltrans—Contract No.08-0Q6804 American Pacific Construction Clean&CCTV 520 LF,CIPP Lining of 520 LF of 7161 Citrus Valley Ave Start 18 18" &24"storm drain, invert grouting and Eastvale,CA 92880 $ 130,875.00 Completion Traffic Control at various locations. Ashish Sehgal (559)577-9999 4/25/2018 Caltrans—Contract No.08-0Q6904 United Engineering&Cons., Inc., Clean&CCTV 1,810 LF,CIPP Lining of 1,810 LF of 336 N. Central Ave. 10A Start 2/1/218 24"and 30"storm drain, invert grouting and Glendale,CA 91203 $381,090.00 Completion Traffic Control at various locations. Reza Fard(818) 662-8055 5/23/2018 Lake Helix Sewer Rehabilitation United Engineering&Cons., Inc., Start Clean&CCTV 344LF LF,CIPP Lining of 344LF of 336 N. Central Ave. 10A 2/1/2018 8"sanitary sewer, invert grouting and Traffic Glendale,CA 91203 $ 381,090.00 Completion Control at various locations. Reza Fard (818) 662-8055 5/23/2018 FY2016/17 Gravity Sewer Rehabilitation Project Ranger Pipelines Start Clean&CCTV,CIPP Lining of 24,064 LF of 6-Inch and 1790 Yosemite Ave. 7/24/2018 8-Inch sanitary sewer,Traffic Control, Bypass San Francisco,CA 94124 $ 1,072,720.00 Completion Pumping, Point Repairs. Tom Grover(415)822-3700 10/30/2019 T Nu-Line Technologies,LLC. - '-`F Af j",-s: s Project References—CIPP/SPR NU LINE 102 Second Street Suite B ; � A ��; fif Updated 2/7/2022 ' ""°0°"" Encinitas,CA 92024 4,tti 4� Z.Ze v in Ps ,,:;'. r www.nulinetech.net •;_� x1.3.� g�r 24 , ,, _.?+_ tax 3.42, �_._ .._..-_ _ ` NU LINE . Te�IvwloplasLLC Nu-Line Technologies, LLC Project References - CIPP/SPR Rehabilitate 10-Inch Siphon City of Laguna Beach Clean&CCTV, CIPP Lining of 250 LF of 10-Inch Water Quality Department Start sanitary sewer siphon,Traffic Control, Bypass 505 Forest Avenue $56,625.00 12/1/2017 Pumping. Laguna Beach,CA 92651 Completion Hannah Johnson (949)464-6615 12/5/2017 Culvert Repair and Replacement Fiscal Year 2016-17, Tri-Group Construction Oracle Project No. 1020695 9580 Black Mountain Road,Ste L Start Clean &CCTV,CIPP Lining of 721 LF of 18",24",30", San Diego CA,92126 $ 262,898.00 2/22/2018 42"and 71 x 47-Inch storm drain,Traffic Control and Hani Assi (858) 689-0058 Completion invert repairs. a 5/30/2018 CIPP Lining of 18"CMP Storm Drain&Void Repair City of Buena Park Clean&CCTV,CIPP Lining of 100 LF of 18-Inch storm 6955 Aragon Circle Start drain,Traffic Control and invert repairs. Buena Park,Ca 90622 $30,000.00 12/18/2018 Frank Moore Completion 12/22/2018 (714)562-3708 Regal Road Sewer Main Extension Burtech Pipeline Inc. Clean &CCTV 133 LF of 8-Inch sanitary sewer and 102 Second Street, Start Traffic Control. Encinitas,CA 92024 $ 1,100.00 1/18/2018 Buddy Aquino Completion (760) 634-2822 1/18/2018 Sewer&Water Group-701 Ortiz Corporation Start Clean&CCTV 10,013 LF of 8-Inch sanitary sewer, 2000 Mc Kinley Avenue 3/5/2018 Rehabilitate 8-inch Sewer,Top Hats and Traffic Control. National City,CA 91950 $ 27,864.00 Completion Jose Ortiz 11 (619)434-7925 6/15/2018 Brio&Symphony 12"CIPP National Plant Services, Inc. Clean&CCTV 336 LF of 12-Inch sanitary sewer, 1461 Harbor Avenue Start 2/6/2018 Rehabilitate 12-inch Sewer and Traffic Control. Long Beach, CA 90813 $26,880.00 /6/201 Completion n Jeff Garcia (562)436-7600 2 /6/ 8 Contract No.02-4G2504 Replace and Rehabilitate R. Brown Construction Start Culverts,and Construct RSP Company, Inc. 7/1/2018 Clean &CCTV 460 LF of 21"&24-Inch storm drain, P.O. Box 406 $ 154,060.00 Completion Rehabilitate 21"&24-inch storm drain with SPR. Willow Creek,CA 95573 Roger Brown (530) 629-3702 7/28/2018 Ceres Trunk Rehabilitation Project No.2017-23 Rolfe Construction Start Clean &CCTV 723 LF of 21-Inch sanitary sewer, 3573 Southern Pacific Ave 3/19/2019 Rehabilitate 21-inch sanitary sewer with cured in place Atwater,CA 95301 $ 133,241.00 Completion, liner. Jorge C.Avelar(209)358-5548 3/21/2019 Nu-Line Technologies, LLC., "1 a� 5�, ' ,,, 2Lk,„„"=` , s ° Project References—CIPP/SPR z rednanilmilr NU LINE 102 Second Street Suite B. a��`'� �`�� ' 'undated 2 7 2022 Encinitas,CA 92024 ' w� a;i � ¢ www.nulinetech.net -�� ,'' tig N_I LINE TechnoWgles LLC Nu-Line Technologies, LLC Project References - CIPP/SPR Caltrans 08-0Q6904 Culvert Repair United Engineering& Clean &CCTV 1,810 LF of 24"&30-Inch storm drain, Construction, Inc., Start Rehabilitate 21" &24-inch storm drain with CIPP, 336 N. Central Ave. 10A $981,090.00 2/21/2018 Cement Spray&SPR lining systems. Glendale,CA 91203 Completion Reza Fard (818) 662-8055 6/23/2018 FY 2018 Gravity Pipeline CIPP Lining Rehabilitation Leucadia Wastewater Division Start Project 1960 La Costa Avenue, 5/21/2018 Clean&CCTV 7,410 LF of 8", 12" 14" &15-inch sanitary Carlsbad,CA 92009 $ 667,998.00 Completion sewer, Point repairs,top hats, manhole rehab. Robin Morishita (760)753-0155 LEI 7/29/19 Renewal South Area Infrastructure Improvements Sequel Contractors, Inc Clean&CCTV 2,850 LF of 6",8"&15-Inch sanitary 13546 Imperial Hwy., 7/2�2�18 sewer, Point repairs,top hats,sectional lining. Santa Fe Springs,CA 90670 $ 215,569.00 Completion 1/17/2019 Pipeline Rehabilitation AK-1 Burtech Pipeline Inc. Clean &CCTV,SPR/CIPP Lining of 29,295 LF of 8-Inch 102 Second Street, Start 4/25/2018, sanitary sewer and installation of 497 Top Hats Encinitas,CA 92024 $993,200.00 Completion Buddy Aquino L! (760) 634-2822 7/3/2019 Cal State San Bernardino Sewer Lining Quote W.A. Rasic Construction Clean &CCTV,SPR/CIPP Lining of 380 LF of 6-Inch and Company, Inc. Start 10-Inch sanitary sewer. 4150 Long Beach Blvd. TBD Long Beach, CA 90807 $35,700.00 Completion Keith Fouts(562)928-6111 TBD City of San Diego-Water and Sewer Group 966 El Cajon Grading & Engineering Clean &CCTV 3,462LF,SPR/CIPP Lining of 477 LF of 12- Co. Inc Start Inch sanitary sewer and installation of 2 Top Hats P.O. Box 967 $49,355.00 9/20/2018. Lakeside,Ca 92040 Completion Wendy Frisch (619) 561-9840 10/29/2018 8-Inch Sanitary Sewer Rehabilitation City of Carlsbad Clean&CCTV 640 LF, CIPP Lining of 640 LF of 8-Inch 1200 Carlsbad Village Drive Start sanitary sewer and Top Hats Carlsbad,CA 92008 6/22/2018 Don Wasco(619)561-9840 $30,665.00 Completion 6/25/2018 Lining of IVY Glenn Drive Storm Drain Facilities City of Laguna Niguel, Public Start Clean &CCTV 1,200LF,CIPP Lining of 1,200 LF of 18- Works Department 5/2/2018 Inch storm drain. 30111 Crown Valley Pkwy LagunaNiguel,CA 92677 $95,000.00 Completion g 6/15/2018 JC Herrera(949)362-4337 Nu-Line Technologies,LLC. F , r11, ;a = �; , Project References—CIPP/SPR NU LINE 102 Second Street Suite B .• 1, �,, ' x�,�a,f yr` _ " Updated 2/7/2022 Encinitas,CA 92024 ,�;',.s. ` _ rr try = ,. www.nullnetech.net ` F *N� A:'n s,� flt ii&S,Yly/=:',;•: Y. NU LINE T�hnOIOg1,aLLC Nu-Line Technologies, LLC Project References - CIPP/SPR Country Club infiltration Project City of Coronado Clean&CCTV 2,620LF,CIPP Lining of 2,620 LF of 18", 1825 Strand Way, Start 24",36"42" &48-Inch storm drain. Point Repairs Coronado,CA 92118 5/24/2018 Dewatering. Katherine Odiorne $ 1,370,000.00 Completion, (619)522-2424 12/21/2018 City of San Joaquin-Sewer Collection System Rolfe Construction Improvements Project 3573 Southern Pacific Ave Start Clean&CCTV 17,585 LF of 6',8", 10", 12"& 16-Inch Atwater,CA 95301 8/7/2018 $598,972.50 Completion, sanitary sewer, Rehabilitate 17,585 LF various Jorge C.Avelar(209) 358-5548 diameters sanitary sewer with cured in place liner. 4/27/2019 El Cajon Sewer&Storm Drain Repair&Replacement Burtech Pipeline Inc. Start Clean &CCTV 8,589 LF of 6-inch to 60-Inch sanitary 102 Second Street, 6/11/2018 sewer&storm drain, Rehabilitate 8,589 LF various Encinitas, CA 92024 $701,604.00 Completion diameters sanitary sewer and storm drain with cured in Buddy Aquino place liner. (760) 634-2822 3/11/2019 San Rafael Storm Drain(Lindaro Pump Station) Terra Pacific Group Clean&CCTV 250LF,CIPP Lining of 250 LF of 24-Inch 201 N.Civic Drive,Suite 135 Start storm drain. Point Repairs Dewatering. Walnut Creek,CA 94596 $ 202,750.00 9/24/2019 Pat Barrese Completion (925)667-7464 9/26/2019 Caltrans 12-0Q7504 Culvert Repair Jabre Contracting Inc., Start Clean&CCTV 1,730 LF of 18",24"&30-Inch storm 1813 Manzanita Lane 9/17/2018 drain, Rehabilitate 18",24" &30-inch storm drain with Manhattan Beach,CA 90206 $ 199,140.00 Completion CIPP lining system. Bob Collins(310)720-0277 Sill 1/29/2018 Lake Helix Sewer Rehabilitation City of La Mesa Clean&CCTV 344 LF of 8 cast-iron sanitary sewer, 8130 Allison Avenue Start Rehabilitate with CIPP lining system. La Mesa CA,91942 $48,422.00 7/17/2018 Completion Casey Crown (619)667-1380 8/31/2018 Sanitary Sewer Rehab and Replacement Pram Project City of Long Beach Start 1 Clean &CCTV 10,594 LF of 8", 10"& 12"sanitary 333 W.Ocean Blvd/7th Floor 10/9/2018 sewer, UV Sectionals&Top Hats, Rehabilitate with Long Beach,CA 90802 $575,000.00 Completion CIPP lining system. Valeri Karakanov(562)570-2331 Ll 3/27/2019 RFP-Sewer Cured in Place Pipe Repairs 2018 Padre Dam Municipal Water Start Clean&CCTV 3,308 LF of 8" &10"sanitary sewer,Top District 9/27/2018 Hats, Rehabilitate with CIPP lining system. 9300 Fanita Parkway $200,003.00 Completion, Santee, CA 719003 .[RI (619)258-4635 5/14/2019 Nu-Line Technologies,LLC. ?,+ r� � +r t .Ek Project References—CIPP/SPR NU UNE 102 Second Street Suite B r ' , n r3+' Updated 2/7/2022 Encinitas,CA 92024 = `�� -� jJt,-‘ www.nulinetech.net � ,K.(w,ft ' NU LINE Technologies LLC Nu-Line Technologies, LLC Project References - CIPP/SPR Santa Barbara—Anacapa St 8"Emergency City of Santa Barbara Public Clean &CCTV 290 LF of 8"sanitary sewer. Rehabilitate Works Start with SPR lining system. 630 Garden Street $36,270.00 6/19/2018 Santa Barbara,CA 93101 Completion Bradley Rahrer(619)258-4635 6/19/2018 CalTrans 07-3W9704-105 Freeway Jabre Contracting Inc., Clean&CCTV 1,320 LF of 18",24",30"&36" Start CMP 1813 Manzanita Lane g/Start storm drain. Rehabilitate with CIPP lining system. Manhattan Beach, CA 90206 $227,790.00 Completion Bob Collins(310)720-0277 11/17/2018 2018 Sewer Main Rehabilitation Project Ojai Valley Sanitary District Clean &CCTV 14,425 LF of 8" &10" rehabilitate 1072 Tico Road Start 10/8/2018 sanitary sewer with CIPP lining system. Ojai,CA 93023 $425,000.00 Completion Jon Turner(805)658-6800 4/20/2019 CIP 18-100 CIPP Lining of Sanitary Sewer System City of Laguna Beach Start Clean &CCTV 30,480 LF of 6",8", 10", 15"&18" 505 Forest Avenue 9/6/2018 rehabilitate sanitary sewer with CIPP lining system. Laguna Beach,CA 92651 $ 1,259,748.00 Completion Hannah Johnson (949)464-6615 LRa. 10/22/2019 Summerland Emergency 8"Cast Iron Repair CUSHMAN CONTRACTING CORP. rt Clean&CCTV 150 LF of 8", rehabilitate sanitary sewer P.O. Box 147 8/2/2 18 with SPR lining system. Goleta, California $ 30,025.00 Completion Blair Cushman(805) 964-8661 8/28/2018 ESR City of Los Angeles-Bonnie Brae Pipe Tec Clean&CCTV 110 LF of 8"sanitary sewer with CIPP 5103 Elton Street TI3D lining system. Baldwin Park,CA 91706 $ 19,060.00 Completion_ Tom Vukojevic(626)222-1998 TBD Palisades Slip Lining Phase 2 Lake Arrowhead Comm.Services Start Clean&CCTV 2,348 LF of 6" sanitary sewer. PO Box 700 10/30/2018 Rehabilitate with CIPP lining system and install new Lake Arrowhead,CA 92352 $366,930.00 Completion manhole structures&cleanouts. Scott Schroeder(909)336-7136 1/15/2019 AC Water&Sewer Group 1018 Orion Construction Corp. Clean&CCTV 1,000 LF of 8" sanitary sewer. Rob Wilson Start Rehabilitate 1,953 with CIPP lining system and install (760)597-9660 $ 192,402.50 3/21/2019 UV TopHats. Completion 4/8/2019 Nu-Line Technologies, LLC. ; e�zx`r,`s ' ,s Project References—CIPP/SPR �NU LINE 102 Second Street Suite B �� 1. r� ,;.;; ; :'` "t Updated 2/7/2022 rorJ.cmgasuc Encinitas,.CA 92024 �-. . `. <' �x� + ,7 , { '',��.,� f www.nulinetech.net w';M r . �7v�t :L4 arL, t , . . 6LINE Tecirdoowic Nu-Line Technologies, LLC Project References — CIPP/SPR City of Vista-Pilot Project Information City of Vista Start Clean&CCTV 329 LF of 8"sanitary sewer. Rehabilitate 200 Civic Center Drive 10/18/18 with SPR lining system. Vista CA 92804 $ 15,802.00 Completion Elmer Alex(760)726-1340 10/18/18 Fulton Road Rehab Burtech Pipeline Inc. Clean&CCTV 1,592 LF of 8" sanitary sewer. 102 Second Street Start 18 Rehabilitate with CIPP&SPR lining systems. Encinitas CA 92024 $200,525.00 Completion Buddy Aquino(760)726-1340 8/13/18 JOC-Sewer Rehab Phase AT-1 'Burtech Pipeline Inc. Start Clean &CCTV 39,685 LF of 8"sanitary sewer. 102 Second Street 12/28/2018 Rehabilitate with CIPP&SPR lining systems,install Encinitas CA 92024 $ 1,907,764.00 Completion 1,023 UV Top Hats& Post Video. Buddy Aquino(760)726-1340 10/31/2019 CMP Rehabilitation FY 2017-18 Measure P Spiniello Companies Start 20,659 LF of 18"to 54" CMP Storm Drain Repairs. 2650 Pomona Blvd. 2/14/19 Rehabilitate with CIPP&SPR lining systems. Pomona,CA 91768 $ 1,984,764.00 Completion Abby De La Cruz(562)305-5219 10/30/2019 LACSD Belvedere Trunk Sewer Rehabilitation Spiniello Companies Start 10,260 LF of 15",21"&24"sanitary sewer. Rehabilitate 2650 Pomona Blvd. 1/2/19 with CIPP lining systems. Pomona,CA 91768 $ 1,248,340.00 Completion Eugenio Mateo(562)458-7757 3/19/19 SKF Gilroy 18th Avenue Sewer Project Emmitt's Excavation Inc Start 797 LF of 12", 14" &18" sanitary sewer. Rehabilitate 6207 E.Clinton Ave 12/8/2018 with SPR lining systems. Fresno CA 93727 $ 155,713.00 Completion David Walsh (559)347-9188 L.1 10/18/2019 Santa Monica-FY 17/18 Annual Wastewater Main Mike Prlich&Sons Inc. Improvements 5103 Elton St Start TBD Clean &CCTV 2,135 LF of 8"sanitary sewer. Baldwin Park,CA 91706 $ 156,265.00 Completion Rehabilitate with CIPP lining system,install UV Top Lonny Lavin (626)813-1700 TBD Hats. Vellecitos Rock Springs Sewer Replacement Burtech Pipeline Inc. Start Clean&CCTV 2,701 LF of 8", 12" & 15"sanitary sewer. 102 Second Street 3/22/2019 Rehabilitate 303 LF with CIPP lining system. Encinitas CA 92024 $ 20,814.00 Completion, Buddy Aquino(760)726-1340 Ll 10/2/2019 '`k '"N-4 t� � iz WT `` Project References—CIPP/SPR Nu-Line Technologies,LLC. ,. � 4,, ,.. NU LINE 102 Second Street Suite B '}_ " �;4 A ' Updated 2/7/2022 Tecnotq'iauL 4 r1 } lb 3 £a p Encinitas,CA 92024 '.',':W,V- s V TC1 r www.nullnetech.net 'hx �'�;'` ti. 'r ` NO LIN Tedmologles,E LLC Nu-Line Technologies, LLC Project References — CIPP/SPR JOC-Sewer Rehab Phase AO-1 Burtech Pipeline Inc. Clean&CCTV 42,800 LF of 8", 10"&12"sanitary 102 Second Street Start sewer. Rehabilitate with CIPP&SPR lining systems, Encinitas CA 92024 $ 1,332,009.00 4/25/19 Completion install 413 UV Top Hats&Post Video. Buddy Aquino(760)726-1340 On-Going Caltrans—State Minor B,Solicitation No. 10A2041 Jabre Contracting Inc., Start Clean &CCTV 85 LF of 18" &30"storm drain. 1813 Manzanita Lane 6/11/19 Rehabilitate with CIPP lining systems, install 85LF& Manhattan Beach, CA 90206 $ 62,850.00 Completion Post Video. Bob Collins(310)720-0277 9/30/2019 (SSRP)H31 Beachwood Drive&Scenic Avenue Vasilj Inc. Start Clean &CCTV 12,419 LF of 6"&8"sanitary sewer. 15531 Arrow Hwy, 9/19/18 Rehabilitate with CIPP lining systems, install 12,419 LF, Irwindale,CA 91706 $ 1,120,089.00 Completion Top Hats& Post Video. Joe Vasilj(626)480-1442 On-Going La Costa Avenue-Storm Drain Improvements Tri-Group Construction, Inc. Start Pre and Post Clean&CCTV of 15" &18"Storm Drain. 9580 Black Mountain Road,Ste L 2/1/2019 San Diego CA,92126 $ 5,020.00 Completion, Hani Assi(858) 689-0058 L1 4/9/2019 PAL Project—Lateral Launch and Locate Burtech Plumbing Lateral Launch&CCTV of 56 sanitary sewer laterals. 102 Second Street Suite C Start Encinitas CA,92024 $ 17,180.00 11/15/2018 Compltion Bill Schramm (760)305-2016 5/25/2019 5/25/2019 City of Lynwood PROJECT No.4011.67.912 Sully-Miller Contracting Co. Installation of 8-Inch UV sectional patches 135 S.State College Blvd,Ste 400 start 4/1/19 Brea, CA 92821 $48,550.00 Completion Jessie Flores(513)984-2222 4/30/19 Caltrans#07-4W3004-91 Freeway to 110 Freeway Jabre Contracting Inc., start Clean&CCTV 85 LF of 18"&30"storm drain. 1813 Manzanita Lane 1/28/2019 Rehabilitate with CIPP lining systems, install 85LF& Manhattan Beach,CA 90206 $ 315,580.00 Completion Post Video. Bob Collins(310)720-0277 1111. 10/30/2019 RFQ-Point Repair by CIPP Sectional and Top Hat San Diego County Gen.Services Clean &CCTV, installation of CIPP Sectionals and UV 5500 Overland Ave,Suite 315 start Top Hats at various location, Post Video. San Diego, CA $ 25,678.00 3/15/2 019 Completion Wasim Hanna (858)694-2723 5/18/2019 Nu-Line Technologies, LLC. ''ift�ry,7 r4 4� ::.�`„ x Y Project References—CIPP/SPR NU LINEt.c 102 Second Street Suite B =r,7,i:.' -: ' � }} w Z;' k Updated 2/7/2022 Encinitas,CA 92024 MS9MW ., w Y I r www.nulinetech.net a=., zt� ''e�'`r �r , ` , NU LINE Technologies.LLC Nu-Line Technologies, LLC Project References - CIPP/SPR AC Water&Sewer Group 1026 PK Mechanical Systems, Inc. Start Post CCTV inspection of 2,569LF of sanitary sewer at 21335 Bundy Canyon Road 1/25/2019 various locations. Wildomar, CA 92595 $8,675.85 Completion David Spindler(951)245-5537 u 5/22/2019 Vista_V-1 West Vista Sewer Phase 1-L Orion Construction Pre&Post CCTV inspections of 3,954LF of v8", 10" 12" 2185 La Mirada Drive Start 5/13/ 019 & 15"diameters at various locations. Vista, CA 92081 $ 18,385.00 Completion n Richard Newall(760)597-9660 On-Going Monrovia Renewal North Section Infrastructure Sully-Miller Contracting Co. Improvement Project 135 S.State College Blvd,Ste 400 Start Clean &CCTV 12,066LF of 6"&8"diameter,CIPP Brea, CA 92821 $780 2/4/2019 ,216.50 rehabilitate 12,831LF of 6" &8" sanitary sewer, Install Jessie Flores(513)984-2222 Completion 69 SLC's,and 136 UV sectional patches, bypass TBD pumping and 22,470LF of Post CCTV inspection. ESR City of Los Angeles-Stone Canyon Road (N. 100 Spiniello Companies Block) 2650 Pomona Blvd. Start 19 Clean &CCTV,CIPP rehabilitation of 289LF of 10" Pomona,CA 91768 $ 34,494.31 Completion sanitary sewer, lateral reinstatement and post CCTV. Eugenio Mateo(562)458-7757 3/30/2019 Sewer&AC Water Group 697A Burtech Pipeline Inc. Clean &CCTV 2,200LF of 6"&8"sanitary sewer, 102 Second Street start rehabilitate 1981F of 6"&8"sanitary sewer,SLC's and Encinitas CA 92024 $40,272.40 6/19/2019 Completion Post CCTV inspection of 4,089LF of various diameters. Buddy Aquino(760)726-1340 10/16/2019 Pasadena Storm Drain Repair GRFCO, Inc. Clean &CCTV 586LF various diameter storm drain, P 0 Box 1747 Start rehabilitate by CIPP 466LF of 12" & 18"storm drain, Brea, CA 92822 $ 37,312.00 TBD post CCTV inspection of 386LF of various diameter Jim Jackson (800)375-7272 Completion storm drain. TBD Hallmark Sewer Rehabilitation Eddie Axner Construction, Inc Start Clean &CCTV, Bypass Pumping,4,222LF 6"&8"CIPP 5249A Old Oregon Trail 4/29/2019 rehabilitation at various locations, lateral Redding, CA 96002 $240.178.00 Completion reinstatement and Post Video CCTV. Trevor Olds(530)710-3533 1111 9/13/2019 Chino ITB-Sewer Re-Lining Project City of Chino Clean &CCTV 13,452LF of 8"& 10" sanitary sewer, PO Box 667 Start 9/11/2019 rehabilitate by CIPP 13,452LF of 8" &10"sanitary Chino, CA 91708 $567,655.00 Completion sewer,traffic control, bypassing, lateral reinstatement Austin Postovoit(909)334-3250 2/10/2020 and post CCTV inspection. Nu-Line Technologies, LLC. 's'.1 `*��� 1, �J ., Project References—CIPP/SPR NI LINE 102 Second Street Suite B 'r ' � �"s ° 'i , i Updated 2/7/2022 ` Encinitas,CA 92024 ,i`:"°,§ ,c", , + i„y i www.nulinetech.net ;:....,:V ..... z . . ..a . ,�{� gas :„ _.,t:. .. — NU LINE Technco tesLL.0 Nu-Line Technologies, LLC Project References - CIPP/SPR .44 Oceanside Point Repair Program Charles King Company Start Pre&Post CCTV video inspection of 1,359LF of 6",8" & 2841 Gardena Ave. 3/4/2019 10"sanitary sewer repairs. Signal Hill, CA 90755 $4,756.50 Completion Debi Hawkins(562)426-2974 5/18/2019 Cal-Trans 07A4593,3-Year System Inspection and Dreambuilder Const. Corp. Repair Clean &CCTV approx. 20,000LF of various 1324 E Lawson Ln Start diameter storm drain in LA and Ventura counties, Placentia Ca 92870 $ 2,634,600.00 3/12/2019 approx.6,500LF of CIPP rehabilitation of various Alex Singh (714) 646-3697 Completion diameters over a 3 year on call project. On-Going RFP Warner Ranch Siphon 113 Vista Irrigation District Clean&CCTV,CIPP rehabilitate 24-Inch storm drain 1391 Engineer Street, Start siphon. Vista, CA 92081 $71,535.00 9/30/2019 Mark Saltz(760)597-3112 Completion 10/2/2019 Sewer Group 786 Ortiz Corporation Clean&CCTV and lateral launch inspections of various 2000 Mc Kinley Avenue start 4/4/209 diameter sanitary sewers. National City,CA 91950 $ 5,000.00 ample o Jose Ortiz(619)434-7925 Completion, TBD University 21-inch Repair AUI Incorporated Start Installation of 380LF x 21"SPR sanitary sewer 7420 Reading Ave.SE 4/22/2019 rehabilitation. Albuquerque New Mexico 87105 $48,250.00 Completion Mike Rocco (505) 242-4848 L) 7/1/2019 Lemon Grove FY2017-18 Sewer Capital Improvement Charles King Company Proiect 2841 Gardena Ave. Start Clean &CCTV, 1,300LF x 8"CIPP rehabilitation, lateral Signal Hill,CA 90755 $66,800.00 4/18/2019 reinstatement,bypass pumping and post video Debi Hawkins(562)426-2974 Completion 8/9/2019 inspection. Fullerton-Miscellaneous Storm Drain Improvements City of Fullerton Start Clean&CCTV,426LF of various diameter CIPP storm 303 West Commonwealth Ave 7/15/2019 drain rehabilitation,traffic control,grouting repairs Fullerton,CA 92832 $ 164,360.00 Completion and post video inspection. (714)738-6886 L1 11/4/2019 El Centro Emergency Sewer Repairs at Villa Ave City of El Centro Clean&CCTV,380LF x 27"CIPP rehabilitation, 1275 W. Main Street start 6/5/219 infiltration grouting, bypass operations,traffic control El Centro,CA 92243 $260,225.00 Completion and post video inspection. Javier Luna, P.E. (760) 337-5182 12/4/2019 Nu-Line Technologies,LLC. rl ::'=` � �a� Project References—CIPP/SPR &UNE 102 Second Street Suite 8 �� , ' '_ , Updated 2/7/2022.Yb � Encinitas,CA 92024 ... 3.?'r� � �3{ www.nulinetech.net NU LINE Technologies.LLC Nu-Line Technologies, LLC Project References - CIPP/SPR LACDPW Culvert Repair and Lining Project.Phase 1 Los Angeles County Public Works Clean&CCTV, 1,029LF x various diameter storm drain 900 South Fremont Street Start CIPP rehabilitation,traffic control and post CCTV Alhambra,CA 91803 $ 248,358.00 12/9/2 019 Completion inspection. Joel Zaragoza (626)458-4951 2/26/2020 Buena Park 24-Inch CMP Repair City of Buena Park Clean &CCTV, 100LF x 24"CIPP storm drain 6955 Aragon Circle Start 019 rehabilitation,traffic control and post CCTV inspection. Buena Park, Ca 90622 $44,050.00 Completion Completion Frank Moore(714)562-3708 10/25/2019 City of LA-Albion Riverside Park Proiect- W.O.# Sully-Miller Contracting Co. EW40060F 135 S.State College Blvd,Ste 400 Start 6/7/219 Clean &CCTV,380LF x 10" CIPP rehabilitation,clean Brea, CA 92821 $ 33,201.00 Completion and video, lateral reinstatement, post video Mauricio Arreola (714)449-2277 6/7/2019 Point Loma Storm Drain AMA Diversified Constr.Group. Clean &CCTV,64LF x 24"CIPP storm drain 1305 Simpson Way,Suite L Start rehabilitation and post video Escondido, CA 92029 $35,634.00 12/1/ 2019 Completion lotion Dillon Vissering (760)444-1010 12/31/2019 Countywide Sewer Improvements FY 2018-19 Burtech Pipeline Inc. Clean &CCTV, installation of 4,954LF,8"&16"CIPP 102 Second Street Start liner at various location, Post Video. Encinitas CA 92024 $291,352.00 10/17/2019 Completion, Buddy Aquino (760)726-1340 12/10/2019 City of LA-ESR Keswick Str.W.O.#SWC05476 Miramontes Const. Co, Inc. Clean &CCTV,400LF x 8"CIPP rehabilitation, clean and P.O. Box 219 Start 019 video, lateral reinstatement, post video Rialto,CA92377 $42,200.00 Completion Completion Yvette Morales(909)787-3012 12/13/2019 JOC-P17N006-CMP Storm Drain Lining Right Burtech Pipeline Inc. of Way Pipeline North 102 Second Street, Start Clean &CCTV,CIPP Lining of 977 LF of 21",24" Encinitas,CA 92024 $ 122,566.50 12/2/2019. &30"storm drain and Traffic Control at various Buddy Aquino(760)634-2822 Completion locations. 12/6/2019 JOC-Task P18N003 Accelerated TS Referral Burtech Pipeline Inc. Group 102 Second Street, Start . Clean &CCTV,CIPP Lining of 3,003 LF of 10", Encinitas, CA 92024 $534,933.28 11/21/2019 12",21"&30"sanitary sewer,and Traffic Buddy Aquino(760)634-2822 Completion 12/18/2019 Control at various locations. Nu-Line Technologies,LLC. ,,,,,, tf `� ` Project References—CIPP/SPR NU LINE 102 Second Street Suite B ,l.� ,Y'g 4� =t�»i ;4 t , Updated 2/7/2022 T � x Encinitas,CA 92024 , y74; .�r{ �_� www.nulinetech.net .4;, ��4.M1 r it .." cy 4 fJ4.r t NO LINE TedtnologleaLLC Nu-Line Technologies, LLC Project References - CIPP/SPR CIP 19-100 CIPP Lining of Sanitary Sewer System City of Laguna Beach Start Clean&CCTV CIPP lining of 3,193 LF of 8", 10"& 12" 505 Forest Avenue 11/12/019 sanitary sewer with CIPP lining system,top hats and Laguna Beach,CA 92651 $ 208,073.00 Completion post video work. Hannah Johnson (949)464-6615 12/3/2019 Sewer Line By CIPP-Loma Linda City of Loma Linda Clean &CCTV,CIPP Lining of 300LF of 8"sanitary 25541 Barton Road Start sewer at various locations. Loma Linda,CA $28,700.00 Completion Completion Jeff Peterson (909)799-4400 11/25/2019 OVSD Sewer Rehabilitation Project Ojai Valley Sanitary District Clean&CCTV,traffic control,CIPP Lining of 1072 Tico Road Start 14,425LF of 8"and 10"sanitary sewer at various Ojai,CA 93023 $425,000.00 11/6/2018 Completion locations. Jon Turner(805) 658-6800 1/3/2019 JOC-Sewer Rehab Phase AW-1 Burtech Pipeline Inc. Start Clean&CCTV 39,321 LF of 8"sanitary 102 Second Street 10/4/2019 Sewer. Rehabilitate with CIPP&SPR lining systems& Encinitas CA 92024 $ 886,688.55 Completion Post Video. Buddy Aquino(760)726-1340 On-Going Sewer and AC Water Group 807 Burtech Pipeline Inc. Clean&CCTV(POST) 11,088LF,CIPP Lining of 102 Second Street Start 863LF of 8"sanitary sewer at various locations Encinitas CA 92024 $90,193.00 12/11/2019 Completion and top hats. Buddy Aquino(760)726-1340 12/17/2019 Sewer Pipe Lining-Rainbow-Fallbrook Rainbow Municipal Water Clean&CCTV,CIPP Lining of 1,054LF of 6"&8" District Start sanitary sewer at various locations. 3707 Old Highway 395 $ 69,000.00 10/1/2019 Com Fallbrook,CA 92028 101 letion Ryan Stockton (760)728-1178 /31/2019 Caltrans—07-313704 Glendale Freeway Highland Construction, Inc Start Clean&CCTV 320 LF of 18"storm drain. Rehabilitate 133 N Pixley Street 1/13/020 with CIPP lining system and Post Video. Orange,CA 92868 $ 85,000.00 Completion Erin Richardson(714)538-5156 1/25/2020 City of LA-ESR Canyon View Drive-SWC05478 Mike Bubalo Construction Clean&CCTV, 315LF x 8"CIPP rehabilitation, lateral 5102 Gayhurst Ave, Start reinstatement, post video Baldwin Park, CA 91706 $ 32,247.50 1/28/2 020 Completion Brad Sorem (562)818-4035 1/28/2020 Nu-Line Technologies, LLC. 4', `R;-., �%� , Project References—CIPP/SPR (NU LINE 102 Second Street Suite B ��; }arc �� u , �' .�{ Updated 2/7/2022 Encinitas,CA 92024 w" :�`s �0, ,'Thl i www.nulinetech.net ` '�' " NO LINE TedmobgtaaLLC Nu-Line Technologies, LLC Project References - CIPP/SPR City of LA-ESR Parthenia Street-SWC05582 Mike Bubalo Construction Start Clean&CCTV, 382LF x 8"CIPP rehabilitation, lateral 5102 Gayhurst Ave, 1/28�2 20 reinstatement,post video. Baldwin Park,CA 91706 $ 29,830.00 Completion Brad Sorem (562) 818-4035 1/29/2020 Hermosa Beach-Sewer!mgr. Ph 2 CIP 17-416 MNR Construction, Inc Clean&CCTV, 6,400LF x 8" &10"CIPP rehabilitation, 1880 Wright Ave, Start Lateral reinstatements, rootball removal,traffic La Verne,CA 91750 $305,695.00 1/21/2020 Completion Control,top hats and post CCTV. Scott Barnett(626)383-1019 3/27/2020 Paseo De Valencia-12-Inch Vertical Drop Repair T.E. Roberts Inc Start 30LF x 12"CIPP vent line repair. 306 W Katella Ave, 1/31/2020 Orange,CA 92867 $9,500.00 Completion Justin Roberts(714)559-2291 1/31/2020 RFP-Storm Drain Culvert Rehabilitation Point Loma California Constructors Start 272LF x 15"&24"CIPP storm drain rehabilitation. 7062 Convoy Court, 1/6/2020 Clean&CCTV and post CCTV inspection. San Diego, CA 92111 $97,086.00 Completion Tony Gutierrez(858)775-9920 2/5/2020 Sewer Rehabilitation N Fresno and E Shields Emmitt's Excavation Inc Clean &CCTV, CIPP Lining of 2,659 LF of 12"and 15- 6207 E.Clinton Ave Start Inch sanitarysewer,Traffic Control, Bypass Fresno CA 93727 2/20/2020 Yp $240,624.00 Completion Pumping, Point Repairs. David Walsh (559)347-9188 • 3/6/2020 Sewer Improvements in the Vicinity of N First Street Emmitt's Excavation Inc and E Dakota Avenue 6207 E.Clinton Ave Start Clean&CCTV,CIPP Lining of 5,711LF of 6",8" and 12- Fresno CA 93727 $230,648.00 12/20/2019 Inch sanitary sewer,Traffic Control, Bypass Pumping, David Walsh (559) 347-9188 Completion 3/27/2020 Point Repairs. AC Water&Sewer Group 1020 Burtech Pipeline Inc. Final Post CCTV, 303LF 8-Inch Cured In Place 102 Second Street Start TBD lining. Encinitas CA 92024 $ 20,787.00 Completion Buddy Aquino(760)726-1340 TBD AC Water&Sewer Group 1026 PK Mechanical Systems, Inc. Final Post CCTV, 303LF 8-Inch Cured In Place 21335 Bundy Canyon Road Start 84 lining. Wildomar,CA 92595 $ ,968.00 3-30-2020 Completion David Spindler(951)245-5537 TBD Nu-Line Technologies,LLC. .::r'< ^'A p' 'is d.� ,�, ' Project References—CIPP/SPR NU LINE 102 Second Street Suite B ; `�4 <" � • Yf` Updated 2/7/2022 Ted.obPA� �` • Encinitas,CA 92024 ^` , �.-,' ? www.nulinetech.net �Y� L,-n �T,a I�JU LINE Technaknie.LLC Nu-Line Technologies, LLC Project References — CIPP/SPR AC Water&Sewer Group 1027 Burtech Pipeline Inc. Start Final Post CCTV, 188LF 8-Inch Cured In Place 102 Second Street $ 3,243.00 11-1-2019 lining. Encinitas CA 92024 Completion, Buddy Aquino(760)726-1340 11-1-2019 AC Water&Sewer Group 1042 S.C.Valley Engineering, Inc Final Post CCTV, 1,274LF post CCTV inspection. 656 Front St, Start $ 3,822.00 TBD El Cajon,CA 92020 Scott Miller(619)444-2326 Completion TBD Buena Park 2019-2020 Sewer Main City of Buena Park Rehabilitation 656 Front St, Start Clean &CCTV,7,019LF 8", 10"&12"sanitary Buena Park,CA 92020 $349,570.00 4-20-2020 sewer rehabilitation,traffic control, bypassing Teddy Luong(714)562-3670 Completion 9-5-2020 and post CCTV Caltrans—07-313404 Monterey Park 710 Freeway Jabre Contracting Inc., Clean&CCTV 2,246LF of 18",24"&36"storm drain 1813 Manzanita Lane Start Rehabilitation with CIPP lining system and Post Video. Manhattan Beach,CA 90206 $400,331.11 2-3-2020 Bob Collins(310)720-0277 Completion 4-29-2020 Caltrans—08-1C9304 Big Pines Creek Lake Jabre Contracting Inc., Arrowhead 1813 Manzanita Lane Start Clean&CCTV 560LF of 18",24" &36"storm drain Manhattan Beach,CA 90206 $241,295.00 4-13-2020 Rehabilitation with CIPP,SPR&Alternative pipe lining Bob Collins(310)720-0277 Completion TBD system and Post Video. _ Caltrans—11-422114 Culvert Repair and Replace Hazard Construction Company Guardrail and Fence 10529 Vine Street Start Clean&CCTV 5,570 LF of 18",24",30",36"&48" Lakeside, CA 92040 $842,260.00 5-21-2020 storm drain Rehabilitation with CIPP pipe lining Brad Lothers(858)587-3600 Completion TBD - system, preparing culvert structures and Post Video. North Norwalk Trunk Sewer Rehabilitation LACSD Clean&CCTV 650LF of 15"sanitary sewer 1955 Workman Mill Road Start Rehabilitation with CIPP pipe lining Whittier,Ca 90601 $ 105,770.00 3-27-2020 System,manhole rehabilitation and Post Video. Jenny Hsu (562)699-7411 Completion 3-30-2020 Claremont Trunk Sewer Rehabilitation LACSD Clean&CCTV 13,198LF of 12"and 15"sanitary sewer 1955 Workman Mill Road Start Rehabilitation with CIPP pipe lining Whittier,Ca 90601 $ 1,172,893.00 11-20-2019 Completion System,manhole rehabilitation, point repairs, Jenny Hsu (562) 699-7411 TBD bypass and Post Video. al F i w t fq , Nu-Line Technologies,LLC:: . • ,? ;° �{ ;; Project References—CIPP/SPR (NU LINE 102 Second Street Suite B • ` y "4Y-�,� ': >' updated 2/7/2022 �T'" "` Encinitas,CA 92024 t �a4r� 4 a ,r g , www.nulinetech.net �L NU LINE Techntlegies.LLC Nu-Line Technologies, LLC Project References - CIPP/SPR Millennium Hawthorne Mark Company Clean &CCTV 1,070LF of 12"and 15"sanitary sewer 2288 North Batavia, Start Rehabilitation with CIPP pipe lining Orange,CA 92865 TBD $ 110,470.00 Completion System,manhole rehabilitation, point repairs, Isaiah Apodaca (714)685-3462 TBD bypass and Post Video. 2017-18 Pipeline Rehabilitation and Replacement Napa Sanitation District Clean&CCTV 25,576LF of 6",8", 10", 14", 15"&16" 1515 Soscol Ferry Road, Start Sanitary sewer Rehabilitation with CIPP pipe lining Napa,CA 94558 .1-28-2020 System,manhole rehabilitation, point repairs, pipe- Simon Kobayashi(707)258-6030 $6,445,000.00 Completion Bursting, bypass,top hats, lateral lining and Post TBD Video. 2020 Collection System Rehabilitation Project CIP 19703 Moulton Niguel Water District Clean&CCTV 3,585LF of 8",12"and 18"sanitary 26880 Aliso Viejo Parkway, Start sewer Rehabilitation with CIPP pipe lining Aliso Viejo,Ca 92656 $325,000.00 4-27-2020 Completion System, manhole rehabilitation, point repairs, Sheldon Yu, PE(949)831-2500 9-5-2020 bypass and Post Video. Manhole and Pipe Repair(SPR) Orange County Sanitation District ' Clean&CCTV 350LF of 24-Inch sanitary 10844 Ellis Avenue, Start sewer Rehabilitation with SPR lining system, manhole Fountain Valley,CA $350,000.00 TBD installation, point repairs, bypass and Post Video. Brandon Garcia (714) 593- Completion TBD 7306AW-1 OCSD Boulevard Force Main Replacement Teichert Utilities Clean&CCTV 280LF of 27" dual sanitary 3780 Kilroy Airport Way,Suite 700, Start sewer siphons. Rehabilitate with CIPP pipe lining Long Beach,CA 90806 $ 198,160.00 TBD Completion system and Post Video. Fladio Godines(916)634-3161 TBD Pipeline Rehab Phase AV-1 Burtech Pipeline Inc. Clean&CCTV 33,313LF of 8"sanitary sewer. 102 Second Street Start 3-2-220 Rehabilitate with CIPP&SPR lining systems, reinstate Encinitas CA 92024 $749,542.50 Completion 413 service laterals&Post Video. Buddy Aquino (760)726-1340 On-Going Paseo De Valencia T.E. Roberts Inc. Clean &CCTV 12"Vertical Drop. 306 W Katella Ave, Start Rehabilitate with CIPP&Post Video. Orange,CA 92867 $ 9,500.00 2-3-2020 Justin Roberts(714) 559-2291 Completion 02020n 20 Carlsbad-Storm Drain System Rehabilitation City of Carlsbad Clean&CCTV 840 LF of 12"to 42"storm drain. 1635 Faraday Avenue, Start Rehabilitate with CIPP lining systems&Post Video. Carlsbad, CA 92024 $297,975.00 6-29-2020 Emily Hasegawa (760) 602-2460 Completion 1 dm,�tY 7rftfru,.uf7 F ._. g_ Nu-Line Technologies,LLC. x u F ,�;it F` . Project References-CIPP/SPR NU UNE 102 Second Street Suite B. .'`};7 `$j i =;�'''"''''W'''''''''''' '��y. # , , Updated 2/7/2022 T`tl"' oa° Encinitas,CA 92024 7 ' if" yam`, `i www.nulinetech.net 4" A 1 � ,__, .,A— NU LINE Tedmofogte$LLC Nu-Line Technologies, LLC Project References - CIPP/SPR Oceanside Post Burtech Pipeline Inc. Post CCTV new sewer construction. 102 Second Street Start Encinitas CA 92024 $ 11,740.00 2-1-2020 Buddy Aquino (760)726-1340 Completion 2-29-2020 Leucadia Wastewater District—Emergency Repair Leucadia Wastewater District Clean&CCTV, installation of 8" UV Sectional liner& 1960 La Costa Avenue, start Post Video. Carlsbad, CA 92024 $4,425.00 3-11-2020 Completion Marvin Gonzalez(760)753-0155 3-11-2020 Buena Vista Storm Drain Burtech Pipeline Inc. Post CCTV new storm drain construction. 102 Second Street Start Encinitas CA 92024 $ 2,705.00 3-31-2020 Buddy Aquino(760)726-1340 Completion, 3-31-2020 W.B.Rte.91Freewav at Santa Fe/Alameda Off-Ramp Peterson—Chase Post CCTV new storm drain construction. 16351 Construction Circle West Start Irvine,CA 92606 $5,586.00 4-28-2020 Completion Jon Vandersloot(949) 677-0295 4-28-2020 City of San Diego-Sewer Group 841 Burtech Pipeline Inc. Post CCTV 3,138 LF new sanitary sewer construction. 102 Second Street start Encinitas CA 92024 $7,845.00 5-5-2020 Completion Buddy Aquino(760)726-1340 On-Going City of Downey—Fidler Ave Sewer Rehabilitation City of Downey Clean&CCTV 1,209LF of 8"sanitary sewer. 11111 Brookshire Avenue Start Rehabilitate with CIPP lining systems,reinstate PO Box 7018 $ 115,290.00 6-30-2020 38 service laterals&Post Video. Downey,CAS 90241 Completion 0 Janet Ortega (562)658-9565 _ City of San Diego—AC Water&Sewer Group 1023 Burtech Pipeline Inc. Post CCTV 697LF new sanitary sewer construction. 102 Second Street Start Encinitas CA 92024 $ 2,788.00 10/1/2020 Completion Buddy Aquino (760)726-1340 10/2/2020 City of San Diego—Sewer&AC Water Group 765 Burtech Pipeline Inc. Pre&Post CCTV of 5,383LF new sanitary sewer 102 Second Street Start construction. Encinitas CA 92024 $20,186.25 TBD Buddy Aquino (760)726-1340 Completion TBD Nu-Line Technologies, LLC. .414 " �� Project References—CIPP/SPR QLINE 102 Second Street Suite B ;,F f t y y h;fl s�4"}'x Updated 2/7/2022 T�`""�°"" Encinitas,CA 92024 ' ' 1rf 4� 44,V; kF ,r,.4y,1 ,� � lip-f www.nulinetech.net ,r 1k;- L gF' , .7a éiLI NE TeC1mO OgteaLLC Nu-Line Technologies, LLC Project References - CIPP/SPR Parkway Dr&Alvarado/Road Trunk Sewer SC Valley Engineering, Inc. Start Clean&CCTV,4,901LF 8 , 10 , 12 , 15 &30II 656 Front St, $ 123,006.00 10-1-2020 sanitary sewer rehabilitation,traffic control,Top El Cajon,CA Completion Hats, bypassing and post CCTV Scott Miller(619)444-2366 1-20-2022 OCSD Boulevard Force Main Replacement Teichert Utilities Clean&CCTV,280LF 27"sanitary sewer siphon 400 Sunrise Ave,Suite 300 Start rehabilitation and post CCTV Roseville,CA 95661 $ 198,160.00 TBD Completion Le Anne Thibodeaux TBD (916)480-5575 Sonoma OBAG 2-River Road Pavement Rehab Ghilotti Construction Clean&CCTV&SPR rehabilitation of 1,011LF of 246 Ghilotti Ave Start 18",24,&30"storm drain and post CCTV Santa Rosa, Ca 95407 $ 295,710.00 8/1/2020 Tony Mencarini Completion 4/1/2021 (707)978-0537 El Monte Valley&Arden Storm Drain City of El Monte Clean&CCTV and rehabilitation of 635LF of 24" 13333 Valley Blvd Start storm drain and post CCTV El Monte,CA 91731-3293 $ 152,000.00 10/1/2020 Yurhi Choi Completion 5/17/2021 (626)580-2058 Nu-Line Technologies,LLC. c` �` �� test c Project References—CIPP/SPR _ ;.. NU LINE 102 Second Street Suite B . '-r' z 'fry Updated 2/7/2022 TMnpoyaU,C Encinitas,CA 92024 rx� v ,zr www.nulinetech.net NU UNE TechncfoglesLLC Nu-Line Technologies, LLC Project References - CIPP/SPR Experience by Diameter • Size ` 1 2014 2015 2016 .1 2017 2020 2021 WIP Total L . -, ► ._. . ._ 2018 E 2019 .-. . 6" 1,668 4,543 8,249 8,654 36,158 42,537 7,600 6,373 115,782 8" 38,410 44,062 133,915 119,261 99,197 151,155 85,734 88,947 760,781 10" 516 773 4,878 1,250 9,294 16,861 3,734 7,706 45,012 12" 0 1,779 2,607 4,389 2,758 6,556 15,006 634 33,729 14" 0 102 448 0 641 221 793 355 2,560 15" 330 1,222 768 3,368 _ 718 6,943 8,203 2,872 24,424 16" 0 285 0 0 0 1,594 0 40 1,919 18" 327 962 938 3,425 3,857 9,123 2,430 2,996 24,058 20" 0 0 0 0 1,720 0 275 0 1,995 21" 0 5,478 309 506 775 3,830 0 0 10,898_ 24" 95 952. 1,141 2,053 4,038 9,436 5,581 4,774 28,070 27" 0 0 0 0 288 380 0 . 0 688_ 30" 0 656 779 701 1,003 5,117 1,206 688 10,150 33" 0 144 0 0 44 0 0 389 577 36" 0 40 882 40 1,448 1,364 1,453 289 5,516 39" 0 0 0 190 0 0 0 0 190 42" 0 61 0 180 1,166 332 166 582 2,487 48" 0 0 0 0 574 0 2,130 969 3,673 54" 0 0 0 0 214 0 0 0 214 60" 0 0 542 0 483 0 0 0 1,025 Total 41,346 61,059 155,456 144,017 164,376 255,449 134,311 117,614 1,053,756 Nu-Line Technologies, LLC. 3 ,s� " ,�' Yy';,t Project References-CIPP/SPR NU LINE 102 Second Street Suite B r A{;?f ii�, Vig { . Updated 2/7/2022 r�.auc Encinitas,CA 92024 yPf+, F:��, s 1 , ' Si Y si 5`q F4 fig"'` ' v ,- www.nulinetech.net :;, -�c{,' �� p9TiY`"Fpp r7`aZ\f^ k k_rs Cured-In-Place Pipe(CIPP)Wall Thickness Design and Hydraulic Capacity Calculations Project FY 2020/21 SEWER LINING PROJECT Location:Various In Huntington Beach Ca Owner:City of Huntington Beach Line Segment(s):8-Inch pesian Assumptions: Condfton of host pipe FD PD=partially deteriorated FD=fray deteriorated Inside diameter of host pipe(In) 0=- 8 Overt/of host pipe(%) q= - 2.0 Default value is 2%;range=0%-10% Slope of host pipe(fund) 8= 0.190 Host pipe Manning's roughness(dimensionless) nl= 0.015 varies from 0.013-0.030(dependent on existing pipe material,geometry,diameter and condition) CIPP Manning's roughness(dimensionless) nr= 0.010 varies from 0.009-0.013 Constrained soli moduus of native soil In the pipe zone(psi) M„= 1,000 See table belowfor recommended values From Table 5.8 of AWWAMineola,WaterPracctces M45,Second Edition Cohesive Native Solis Q)__ 0,,Granular Native Balls Uncanftned camprossive M,,strength 414Blowalft(per ABTM (�) Description rY�,Ot(pa Description tons/sf kPa pi MPaN ma.1) very,very loose >0.0.125 0.13 very,very soft 50 0.3 a RT1-2 veryloose 0.125-025 13-25 verysoft 200 1422 * GILBERT M.HERNA2-4 025-050 25-50 soft 700 4b ca"a R,GE.No.69170 EXPIRES: 6-30-4-8 loose 0.50-1.0 60-100 medim 1,500 10.3ON8-15 eighthcomnact 1.0-2.0 100-200 stiff 3,000 20.7 - DATE March 26,2021 15-30 compact 2.0-4.0 200-400 very stiff 5,000 34.5 Gilbert smanyr,r,aa.e 30-50 dense 4.0-8J) 400.800 hard 10,000 89.0 H..me >50 very dense >6.0 >800 very herd 20,000 138.0 Hernandez e.,awUSIMI. 7 Flexural modulus of Elasticity of CIPP.Initial(pary E. 250,000 Wilmot yaks is 250,000 psi per ASTM F1218 Long-term retention of mechanical properles(%) '50% Determined from fissure'creep modulus testingexfrepotated to proposed design life(such es 50 years),typical Flexural modulus of elasticity of CIPP,long-term(psi) Bc= 125,000 Determined from flexural creep moduus testing extrapolated to proposed design life(such as 50 years) Design steely factor N er 2 Default value!!2.0 Unttvuelght of soil(pcf) S.= 120 Apples to fully deterlcrated designs ordy Unhtweightof water(pot) S.= 62.4 Depth ofcovei(ft) H= 10.0 Measured from round surface to top of pipe Height of grounderater(ft) Hs= 7.0 Measured from top of pipe;(gjgr tf water table In below top of pipe,Input a negative number! Internal vacuum pressure(psi) P,,e 0.0 Defauhvalue Is 0 Internal pressure(psi) P= 0.0 Pressure pipe applications anti If no pressure,Input0 Diameter of hole or opening Inarighual pipe wall(In) d= 0.000 Pressure pipe applications onyl If no pressure.Input 0 Poisson's ratio of CIPP v. 0.30 Average value for CIPP per ASTM F1218 Flexure]strength of CIPP,Initial(psi) al. 4,500 Minimum vekle l5 4400 psi per ASTM F1218 Flexural strength of CIPP.lime-weighted(psi) ale. 4.500 At buckling the time-weighted flexural strength Is equal to the lower 85%coMdence value of the shoRlerm(079 Tensile strength of CIPP,bridal(psi) ar. 3,000 Pressure pipe applications only] Tensile strength of CIPP,Imp.term(psi) an.. 1,500 Determined from long-term tensile strength testing. Enhancement factor(dimenslanisss) K• 7.0 Minimum value recommended per ASTM F12113 Surface We loading condition H2O H20,E80 or airport H2O Calculations/Hlehwev Loads) Impact factor for baHlo load(dimensionless) cm 1.0 From AASH70 Standard Specifications for Highway Bridges,12th Edll/on Dlstrgwted load area over pipe et depth H((12) Au,. 517A See table and figures below Total applied surface wheel load(fo) Puv■ 48,000 Based on critical loading configuration(see table below) H201Ne load transferred to pipe at depth H(psi) wur= 0.8 v1=(P14/(144•Au) Critical Loading Configurations for H20loads per AASHTO) Condition it,ft P,Iles Au.,fry 1 H<1.33 18,000 (0.83+1.7514)(1.87+1.7611) 2 1.33 S H<4.10 32,000 (0.83+1.75H)(5.87+1,75H) 3 4.10 S H 48,000 (4.83+1.75H)(5.87+1.75H) �`' 444, •rye,. •,. Wheel Lear Areas „ wnta Lord a.. ,n ay ",49/ mow•-•' \hr .4. \M.---- 40")//..' dip/ vow sae Aat Wand l.wd API �S~.l�'°rv0 .r'`:.. ,� WWI Load Ann �a. .. 4dr/ .4101!. 40 pjs J' �Q.....-Ma:Laul Aia : It. V ld l' 'y..*- / IH It. �(� Z %' f..�1 r \4. t. . "f, , -',`:,' sit ``1 Off;. ' i y :,�;..a b�) ; % 4r 'l :i.. .."O �/. ‘, ./.- is !'\` �•� �:(s' r4gr OhtrWondLaadasa 'Cis\ iaeMbaud Lad Am 'n4.v*• •/,�h1 1��i J/a . .i /[ l Condition I.Distributed Load Area-Single Dual Wheel Condition j.Distributed Load Ares•Tiro H2O Tiles Passing Conception 3.Distributed Load Area-Atiemata Loads In Passing Mode goo Calculations(Railwavt,oadst E80 live load transferred to pipe at depth H(psi) was=I 0.00 ifrom fireph below Ego Live Loads on Pipe Installed Under Railroads (From Concrete Pipe Handbook,Sth Edition) S ESE@ otitis o00o SEES 0 000o 0 0000 SEES 0 ogoo I'('o=0 v-ctoo- oo0a�8,0001bper 8. 30 PRESSIENES"El 1f 36 o 0oan NN rV r'.o O N NNN e1 tie=00 ,ss In,n�ql • eo�an0 ua emus uus lb ft gi :yt�t ©�&i4G('13 Lh-w L•N I�� _ t+M..r: (• m 16 ti 8' 5'5'5'9' 5'B'6' 8' 8'6'5'5' 9'5'6'5'6' $ 0 • 0 10 20 30 Unit Load Figure 4.30. Spacing of Wheel Loads Par Aide for a Cooper E 80 Design Loading. CIPP Design Template 128/2021 NEI( Atroort Load% Modulus of elasticity of concrete(psi) E,= 4,000,000 default value Is 4,000,000 Poisson's ratio of concrete(dimensionless) p= 0.15 defeultvalue is 0.15 CALIFORNIA BEARING RATIO,COO Modulus of subarade reaction(klgn) k= 250 see ad scent figure 3 3 g S @Q )] pp((0 f 2B 1 30 vii 80 i y0 Thickness of concrete pavement(In) h= 12 I I I I I I I l 1 Depth of cover,top of pipe to bottom of slab(R) H= 9,0 UNIFIED SOIL CLASSIFICATION CarHorizontal distance from pipe centerline(R) X= 0 assumed=0(worst case) or Engineers U.S.Army aed • Radius of stiffness*?the rigid pavement(R) Re=I 3.27 I R Ehs U.S{8urose of Reek• . I ' r 1112 Wheel bed fibs) Pu'( 80,000 IAASHTO COIL CLASSIFICATION Federal Highway Adminhuetion R o, I - Worst-case Wading scenario is for 2 bads spaced 0.8R,apart and is calculated below. i I I I I , I `'!4,,.. t_ r , ,,,_1.♦_I.' .- For alternate loading conditions,see Concrete Pipe Handbook,6th Edition „� r Pressure Coefficient(C)for XWRs■0 2 loads 0.0 Rp - I pO ( I I ' apart along FEDERAL AVIATION AGENCapart 11'I axis of pipeBog WosoMmUoa I , 0.2Ni,s..sist.4.4.4.4.4.4.4........J.ieiE?'���-,r '�S�:z°��:�yi.,� ' 4'11i"�`IS'i: H e_�{. ` I3��f1�iFt yc. �i�f r�`' .�yx�t�i' RFSISTANCEVALUE.fllal • ::,,,:::::C::::: i,T t•}iryt-f':::: ::.,.S ^ �� �� It°I °°� 9� e°jlOI ,° SI9��9 •� ` s. MODULUS OF 8UBORAOEREACTION,k,pd per Inch'' ..F;..i:ia,'Se :te.v3A.,�.x as::.•.•,..:.,:c;:�:? rco ao coo Itoo zoo boo wn e°a ma wo ds ;;!�r c f '• gi;:..m/krt R?' II / r I I los "- `;;�Iru,*.:;:F;:.i'9:.`7 ,J 'i ':rb'.`3.a;'-x�n:-,,�. HIRa° 2.758BEARING VALUE.Pd1,y�= i „ ''Y{ `^..v j,c., gpis . 190•in.diameter plate,0.ldn.deflection)'+,x °t%" -?t�.t.f .1as!rl;iy .. 1,�;a,.^ C 0:074 - ,P l e : .... .. , ;,.,:.' , :... ILA r H T 17 i '7 r 0f`,. `42 4 ,; 6 8 10 1 f .CALIFOHNIA BEARING RATIO,CBfl HIRe 1 0 j j ,1 1 f e 10 If m i0 10 40 00 R TO 0040I20 2 9SOFESS/044 Airport Iva load transferred to pipe at depth H(psi) wu■ 0.00 wU=CPIR, 4.47 �M HE_ l Wail Thickness Des(ga �iyry /, Partially Deteriorated Gravity PipoCondition 1-q/100 3 i 3 hi m GTiarW Ha 69170 a Ovelty reduction factor(dimensionless) C■1 0.84 -1 C= [1+q/100JZ gm.6-30-22 * GILBERT M.HERMAN,4 �q/, CIVIL R.C.E.R.C.E.No.69170 EXPIRES: 6-30- 13demal hydrostatic pressure from groundvrater(psi) P.■ 3.32 R.=7.(H,+0/12y144 OF Cp1,�F c1$ DATE March 26,2021 D Minimumthickness required,hydrostatic buckling t,• 0.13 In h" ASTM F1218,Equation X1.1 Gilbert Hernandez 2•K•E(,-C l ■ 3.21 mm [(I-uj.N•(P,+R) J+1 MWdnum thickness required,ovally check to_ 0.08 In 1.5 1�•�1+100�-SDRs-0S•(1+11-)•SOR N■0 ASTM F1216,Equation X12 ■ 1.39 mm SDR,• 150 If P.=O.default SDR.100 Quadratic factors for Eq.X12 a= 0.0308 used to solve for SCR.and 4: b= -0.510 c= -677258 Fully Deteriorated Gravity Pipe Condition Total We load transferred to pipe at depth H(psi)= W,= 0.64 From lye load calculations Water buoyancy factor(dimensionless) R.■ . 0.77 H..I.0,33(H.IH)(min velue.0.87) o e:If Kos,use H..0 in this calculation Total external pressure onplpe(psi) qk• 10.37 q:=0A33H.+.;B,HR./144+W, j :5H.<O,useN.00intitlecalculation Coefficient of elastic support(In•b) B'■ 0.324 8'01/(1+4,-"m) MEE..Sea Note X1.3 of ASTM F1216 us Minlmwn Odclaess required,Luscher's buckling equation is a 0.15 In r={ (Nq,)'•D3.12 1 ASTM F1218,Equation X1.3 ■ 3.73 mm 32•R,•B•df.•E,•CJ Minimum Bdckmess required,pipe stiffness 6• 0.13 In ■ 3.35 non t=(04.093.121E)a ASTM F1216•Equation X1.4 Partially Deteriorated Pressure Pipe Condition Minimum thickness required to vabstand Internal pressure t„■ 0.00 In t==D/(((13/d)2•(5.33•ol/PN)I'a+i) ASTM F1218,Equation X1.8 In spanning across any holes In the original pipe well dig a 0.00 If dID>1.83.0./0)14,ASTM F1216,Equation X1.5,then liner Is in ring tension or hoop stress 1,83(t,00)'•■ 0.00 end fufy deteriorated pressure pipe condition applies(ASTM F1218,Equation X1.7) Minimum Bdcioess required by design check to• 0,00 In ■ 0.00 mm Fully Deteriorated Pressure Pipe Condition Minimum thickness required to withstand al external t,,,■ 0.00 In fp„=0I((2•e5JPN)+2) ASTM F1219,Equation X1.7 Wads and the ful Internal pressure = 0.00 mm CIPP Wall Thickness Design Summary Host pipe condition Fully Deteriorated CIPP end use application Gravity Flow CIPP outside diameter(host pipe Inside diameter) D= 8 In Minimum CIPP thickness calculated t,,.= 0.15 In Greatest value cacuated from ASTM F1218 Equations X1.1,XI2,X1.3 and X1.4(gravity lbw)or ■ 3.73 rare greatest of X1.1,X1.2,X1.3.X1.4 and X1.7(pressure pipe) Minimum CIPP ligatures!recommended t,.,■ 0.15 In Based onemaxlmumBDR=100 ■ 3.73 ram Nominal CIPP Bdctmess to be supplied new= 4.5 ran Rounded k4 to the nearest 1.5 mnto reflect standard CIPP thicknesses supplied GDR..ra 45 SDR=DR MaxlweonrecontntendedSoRfor CIPP Is 100 per A8TM F1216 CIPP Design Templets 3282021 HOC tarcitatakcateutatiarra CIPP Inside daintier(In) D,■ 7.8 Flow area of host pipe(fP) A,- 0,36 Sow erea of CIPP(f2) A,m_ 0.32 Capacity of host p$1e(ofa) Q,■ 4.57 0=1.488•A•Ra•3t°(Mannhlg5 Equation) Capacity of CIPP(cfe) Or" 8.07 where A„=hydrautc radius=0/4 for pipe flowing full %Increase/decrease In FlowCapedly AO■ 33% QApFESS/0� 4P `2�0fie% W m m GTo• C ' ' 2 Na69170 N rn • i •• * Exp.6-30-22 * GILBERT M.HERNAN CIVIL 3 R.C.E No.69170 EXPIRES; 6-30- OF CAt. DATE March 26,2021 Gilbert Hernandez �an.�www • CIPP Design Template 3262021 NEX Cured-In-Place Pipe(CIPP)Wall Thickness Design and Hydraulic Capacity Calculations Project:FY 2020/21 SEWER LINING PROJECT Location:Various In Huntington Beach Ca Owner:City of Huntington Beach Line Segment(s):12-Inch Design Assumntlons: Condition of host pipe FD PD-partialy deteriorated,FD-full deteriorated Inside diameter of host pipe an) D= 12 Ovally of host pipe(%) q= 2.0 Default value is2%;range e0%-10% Blopeoffwatpipe(fRl) f= 0.190 Host pips Manni ng's roughness(dlmenslordess) n,= 0.015 vales from 0.013-0.030(depended an existing pipe material,geometry.diemetar end condition) CIPP Merdng's roughness(dimensionless) no. 0.010 varies from 0.009-0.013 Constrained sol modulus of native so8In the pipe acne(psi) M,.* 1.000 See table bebwforreconuw ded values From Table 5.8 ofAWWAManual of Water Prac tces M45,Second Edition Cohesive Native Soli Granular NativeSolle Unconfined compressive M,e gaDFESS/O 44 BioWafR(perASTM strength(q,) Description A�49. M• 1 ,,� D1580) Descripfton tonalefe/ef kPa psi MPa y * % ///� >0.1 very,very loose >0.0.125 0.13 very,very soft 50 0.3 aw 64170 N % G%i 1.2 very loose 0.125.0.25 13-25 very soft 200 1A xo 2-4 0.25-0.50 25-50 soft 700 4.8 * ew•6-30-22 GILBERT M.HERNAN 4-8 loose 0.50-1.0 50-100 medium 1,500 10.3 '1,9r� CA/IL do 4- R.C.E.No,69170 EXPIRES: 6-30- 8-15 *hay compact 1.0-2.0 100-200 stiff 3,000 20.7 15-30 convict 20-4.0 200-400 verystff 5,000 34.5 OF CAL* DATE Mardi 26,2021 30-50 dense 4.0-6.0 400-800 hard 10,000 89.0 • >50 very dense >8.0 >800 very hard 20,000 138.0 'ice �,,,,, Flexural m rhdim of Elasticity of CIPP,HOW(psi) E= 250,009 Minimum vabe is 250,000 psi per ASTM F1216 • Long-term retention of mechanical properties(%) 50% Detemined from t'bxurel creep modulus testl gextrapolated to proposed design Ire(such as 50 years),typical Flexural modular of elasticity of CIPP,long-term(psi) E0 125,000 Detemined from flexural creep modulus testing extrapolated to proposed design life(auntie:I 50 years) Design safety factor N= 2 Defeat value Is 2.0 Ungvasightofsa8(pci) a,= 120 Apples to full/deteriorated designs oily UNtwelghtof water(pc0 a„= 62A Depth of cover(It) -H= 10.0 Measured from grorard seaface to topof pipe Helght of groundwater(ft) H== 10.0 Measured from topaf pipe;My limiter table Is below top of pipe,Input a negative numbed lrtamelvacwam pressure(psi) P,= 0.0 Detest value IsO Kernel pressure(psi) Par 0.0 Pressure pipe applications only)0nopressure,Input O •Minder of hole or opening In original pipe vml(In) d o 0.000 Pressure pipe app€cetlons(idyl If no pressure,Input 0 Poisson's ratio of CIPP v- 0.30 Average vats,tot CtPP per ASTM P1216 Flexure)strength of CIPP,Initial(psi) a,= 4,500 Minimum value Is 4,500 psi per ASTM F1216 F ewretstrength of CIPP,tine-weighted(psi) e.- 4.500 At buckling the tine-weighted flexure'strength Is equal to the beer 95%confidence value of the short-term(D79 Tensile strength of CIPP,Initial(psi) e*= 3,000 Pressure pipe applications ontyl Tense strength of CIPP,long-term(psi) a,,- 1,500 Determined horn brig-term tensile strength testing. Enlencemen►factor(drensionless) K= 7.0 Minlnm value recommended per ASTM F1216 Surface Ike loading condition H2O H20,E80 or airport )i20 Calculations fNlahwevloeds1 Impact factor for traffic load(dimersionless) l,- 1.0 From AASHTO Standard Specifications far Highway&ldgea,12thEdtIon Distributed load area over pipe at depth H(ft) Au.* 517.4 See table and figures below Total applied surface wheel bad(1le) Puy= 48000 Based on critical loading configuration(see table below) H20 live load transferred to pipe at depth H(psi) cow- 0.8 _ W.*0311)(144Au) Critical Loading Configuration for H20 loads per AAS14T01 Condition H,ft P,lbs ALL,fur 1 H 4 1.33 18,000 (0.83+1.75H)(1.87+1.75H) 2 1.33 S H c 4.10 32000 (0.83+1.75H)(5.87+1.75H) 3 4.105H 48,000 (4.83+1.75H)(5.67+1.75H) vl.'T 44, >-r;Win"Lod Amu , WOLod Anse �•. 449. N. (.' Eh VTT44AY .. i,i,,.. Wheel Lod Mm.. ��,-.,�► _WMa WI Ars Win,=Lod Arm...\." '�.:_,. . (.. }$j' ��e� �C iH .ati , ^OYWMW Lad Am I b +,%:".. Al � { _Fkg- ' 0 / /-tr mlhoad Used Are,*4>i, � e !S %41-41 •-rlsllbuud Lod Alm ,.J\ j Condition 1,Distributed Load Area-Singe Dual Wheel Condition g.Distributed Load Ares-Ala H2O Make Pruning Condition 3,Distributed Load Area-Alternate Loads in Passing Mode MO Calculations(Railway Loads), E80 live load transferred to pipe at depth H(psi) Wm*, 0.00 (from graph below E80 Live Loads an Pipe metalled UndorRetlroads (Prom Concrete Pipe Handbook,5th Edition) 0 000 o e o o e o2 o2 0 0 0 0 S oSSS SoSo=e Soon Soomt8,0001bpar '8 38 g eeoo NFAdu ram NNGt�;tinit g 30 :..,-...,-;,..., ,, i,..., m�/m�/m�ao us ua COae///o���a///o���� uv of '„ '?'.F=ti'•:", ,J9 1,i,11;2i.4te n ll,A)9 c)??Ln C?oo -. . 25 , = y data tdZ pKxi1+z7 tfigt.-'.- T(-- rlr�rlr� I .. 15 .yew .8' 5'5'fM-• N M ' N ids 10 IP,, 'v,�' '':-.i:..P4.v.:r:''.r.,,,, 8, 6,6,5,•9, 6,B,8, 8,•8,6,6,5, B,6,6,5,6, } 0 0 10 20 30 Unit Load(pal) Figure 4.30. Coper Spacing fig Def sign Loadinads g. for CIPP Design Temmvtete 3282021 NEC Almont Loads Modulo of elasticity of concrete(pet) E,= 4,000000 default value Is4.000,000 PoWorrsratoof concrete(dimensbnlese) p= 0.15 de/aultvalueIs0.15 CALIFORNIA REARING RATIO,CBI Module of stl6grade reaction fun) k= 250 see adjaandflgu re 2 I q E 1 7 9 810 2O 30 40 �CO 7080)(0 Thickness of concrete pavement(In) h= 12 I I I-l I 1 Depth of cover,top of pipe to bottom ofslab(ft) H= 9.0 UNIFIED SOIL CLASSIFICATION Hmimntaldistance tram pipe centerine(ft) X= 0 assttn ed=0(worst case) Cnrpr of Engines=U.S,Atmy end n Radius of stiffness of the rigid pavement(ft) R,■I 327 I Rs= Ehe �121-µZ U.S. w0 r Rledemetlo �? Wheel bad(tie) Pt =f Kam , 1) , 1 I AASHTO SOIL CLASSIFICATION Federal Highway Administration 1 Worst-case loading scenario Is for 2 loads spaced 0.8R.apart and Is calculated below. l I I I II, . 4 f•a ' ' •-'- '-_ - For alienate loading conditions,see Concrete Pipe Handbook,5th Edition , Pressure Coelildent(C)for X/Ra■0 2 loads D.8 Rs I r r l I t I ) 41)arxrtalotg FEDERAL AVIATION AGENCY 4zB ant of pipe son Cen;nmtbn I I t �•) 02 - .. .s,,•-: !Ail 'Clt A. ''^y' 9.13. +001 tb.Q76dic*V162:' - :yd: Ss n; p,t'• _. ,`=1.:,,u .:.^': [ ! p 4k '. 1:: .._f'' 'v :. e �• i' i_ : r.�;,� . t ..� ( >`ef 7 :;y RESISTANCE VALUE.fl I 418 - n N4104 :;�74.''xitt-AANSI�T:A" 11> i.. ;}rs?.:5,;; j'?:i� 7 o ee 1 I 71 m I O =.fit;'-t,. ,,',/',r,1,y a.s`st,y;�< . ;`�,:1'..:�'0:i•t:±6:ii;. /- I �� I I �I •I liat4,±,: 'r41t d,,,4..ta;7t:%;.:,..i: fi:; ilzil;;ol::I+ / -� r MODULUS OF 8080RA E I I •,�Y � g REACTION,k,al per Inch'. ff,./ P,,i'•61^11-.." r) 5:>v ail: �,.,?. � 1no tan zoo ceo n o 4n0 KM ten,00 inn 1:J.•: � �;(. ^�... �7 ;Lila:' -.e:Gj:;;YY¢.;+!i'..`'ti 1 1 I I 1 A QO6 :�4j:<''?<'•�-.v.�::...�, :4Sp.:leDl':�S::i..:,.�.1:t�d.Eyrrti',l�i Y:.t�1;F i.,i� I ti`':4ik,,A4,..n 6SAY'.t,"ra'3,1•Ys•r-..';. y'FA4t.4.5L HR.. 2.756 lEARINO VALUE,psi "`,: ,.,w,.•`' ... .‘."; :ga..s'. . C= 0.074 MO-in.dimmterplate.0.1•in.dAlecUon) I `i gc,:ki :;:j,. ••�'.:,i 4.' fit ;:: IP I Lill? I 1 I 0 2 4 6 B 10 i CALIFORNIA BEARING'RATIO.COO Wife 1 a 1 ` 1 r 1.:o w m to ie a ale ea ro aro ipo g�OFESS/O Abpmtero load b referred to pipe at depth H(psi) wu= OM vt.■CPIRee 4��p�'M.HFp I s Wail Thkkneas DesfgD y 0 "�2<,b G /,PartialyDeteriorated Gravity Pipe Condltlon 1-q/1U0 ' 3I g m G�iEW �� Oveltyreductan factor(dhmnslordess) C■ 0.84 ( 2 * Na 69170 a i I I C=l h+q/100] F+p•6-30-22 * GILBERT M.HERNAN L -q CIVIL 6," R.C.E.No.69170 EXPIRES: 6-30- Exter al hydrostattc pressure from groundwater(psi) P.■ 4.77 Pi.=y..(H.+0/12)/144 OF CAt.' Dare March 26,2021 Minima thIcloass regndred,hydrostatic bucking t.■ 0.21 In G' D ASTM F121G Equation%1.1 Gilbert Hernandez ■ mm [11-uu)•8.42 2•K•E-C N•(P.+R,) ,+1 Minimum thickens required.ovally check to 0.10 In 1.5•-3-41+q I•SDRr-0.6.(1+•9-)•3DR - a0 ASTM F1218,Equation X12 ■ 2.44 mm 100 k 100j ` 100 P•N BDR.= 125 DP.=O,defa*BSDR=100 Guadretlo rectors for Eq.X12 e= 0.0306 toed to solve for 80R2 and t.: b= -0.510 o= -472.0Z8 FulyDeterloreted Oravlfy Pipe Condition Total lye load transferred to pipe at depth H(psi)- W.■ 0.84 From lye load calculations Water buoyanaytacor(dimensionless) R.■ 0.87 R.-1-0,33(H.IH)Orin.value=0.67) Mg:IfII<0,use H.■0In this calculation Total external pressure on pipe(pl) at* 10.99 c1=0.433H.+.:;e.HR.N44+Wa Egg:IfH.<0,use H.■0In this calculation Coefficient of allelic support(In-b) B'• 0.324 B'a ll(1+41,4"y IMMO.-Gee Note X1.3 of ASTM P1216 Minimum INdmess regdred,Lusdar's bucking equation to a 024 In t.[ (No,)'•D'•12 1w ASTM F1218,EquatIon X1.3 ■ 6.10 mm 32•R,•B••M.•Br=CJ Mlnmum thickness required.pipe stiffness t.■ 0.20 In ■ 5.02 mm t=(340.093.121E)1E ASTM F1216,Equation X1.4 Partially Deteriorated Pressure Pipe Condition Mlnlnsun thickness regldred to withstand Internal pressure tar= 0.00 In fp,•Df(((Did)'(8.33•m/PN)rel) ASTM F1218,Equation X1.8 In summing across any holes In the original pipe veal dID■ 0,00 If diD>1.63•(tSO)w,AVM F1216,Equation X1.5,then liter is In ring tension or hoop stress 1.83(t.,/D)1'■ 0.00 and fully deteriorated pressure pippe condition apples(ASTM F1218,Equation X1.7) ?Mnmum thickness required by design check fwt■ 0.00 hi - 0,00 nen Fully Deteriorated Pressure Pipe Condition Minimum thickness required to wtttatend at external tr.= 0.00 In tt,2=D/((2ow/PN)+2) ASTM F1218,Equation X1.7 loads and the RA internal pressure • 0.00 mm CIPP Wail Thickness Design Summary Host pipe condition Fu iy Deteriorated CIPP end use appication Gravity Flow CIPP outside diameter(host pipe inside dameter) D=4 12 In Minimum CIPP tNttmess calculated t., - 024 In Greatest value calculated from ASTM F1218 Equations X1.1,X12,X1.3 end X1.4(gravity flow)or ■ 6.10 mm greatest of X1.1,X1.2,X1.3,X1.4 and X1.7(pressure pipe) Minimum CIPP thickness recommended t..,= 0.24 in Based on a mmdmum 6OR=100 = 8.10 mm Nominal CfPP thickness to be suppled tarp* 7.5 non Rounded up to the nearest 1.5 mm to reflect standard CIPP thicknesses suppled BDRe.,. 41 6DR=DR Maximum recommended OCR for CIPP Is 100 per ASTM F1216 CIPP Design Template 3282021 NIX Hydrau0c f akulndom CIPP InsIdediemeterOn) Dim 11.4 Flow area of host pipe(El Ai= 0.79 Floweret'of CIPP(ff) A,= 0.71 Copeck of host pipe(afs) Q n 13.48 Q=1.488•A RH•914(Menn(nds EqueUon) Capacity of CIPP We) Q= 17.85 where Es=hydraulic radius=D/4 far pipe floxingfull %Inorease/decrease In Flow Capadty AQ= 31% 140FESSl0� (.0." G` 0 4 No.69170 N a i G%&iS•f.(i �' \*�r�,6-3o-22 * GILBERT M.HERNAN CIVILIS" R.CE No.69170 EXPIRES: 6-30- OF CAt.\Q DATE March 28,2021 • Gilbert eynyV.14o0.0 Hemandez 14.n.0, CIPP Design Template 31282021 NEK Cured-In-Place Pipe(CIPP)Wall Thickness Design and Hydraulic Capacity Calculations Project:FY 2022/23 SEWER LINING PROJECT Location:Various In Huntington Beach Ca Owner.City of Huntington Beach Line 8egment(e): 16-Inch peslan Assumptions: Condition of host pipe FD PD=partially deteriorated,FD.fully deteriorated Inside diameter of host pipe(In) D• 15 avidity of host pipe(%) q• 2.0 Default value is 216;range a 0%-10% Slope of host pipe(fWit) S• 0.190 Host pipe Manning's roughness(dimensionless) ry• 0.015 varies from 0.013-0.030(dependent on existing pipe material.geometry,diameter and condition) CIPP Manning's roughness(dimensionless) nt• 0.010 varies from 0.009.0.013 Constrained soil modulus of native soil In the pipe zone(psi) M,• 1,000 See table below for recommended values From Table 5,8 of AWWA Manual of Water Practices M45,Second Edition Cohesive Nettles flogs Granular Nava Soils Unconfined compressive Mer Q0YESS/O strength(au) Description 4) M•HE �e Blows/ft�5 8)r ABTM Description tanefsf kPa psi MPa N Q� N.,>0-1 very,very loose >0-0.125 0-13 very,very soft 50 0.3 � Q, GILBERT M.HERNAND 1-2 very loose 0.125-0.25 13-25 very soft 200 1.4 a 3t1i, 69170 N a RC E No 69170 EXPIRES 0- 2.4 0.25-0.50 25-50 soft 700 4.8 >♦ 6-30-22 * DATE: March 26.2021 4.8 loose 0.50-1.0 50-100 medium 1,500 10.3 �' 8-15 sliehilvcomr,act 1,0-2.0 100-200 sort 3,000 20.7 -1 CIVIL ce 16.30 compact 2.0-4.0 200-400 very stiff 5,000 34-5 l4. OF CALF 30-50 dense 4,0-8.0 400-800 herd 10.000 , 89.0 >d0 very dense >8.0 >600 very hard 20,000 138.0 Flexural modulus of Elasticity of CIPP,initial(psi) B■ 250,000 Minimum value is 250,000 psi pet ASTM F1218 Long-term retention of mechanical properties(%) 50% Detemdned from flexural creep modulus testing extrapolated to proposed design life(such as 50 years),H Flexural modulus of elasticity of CIPP,long-term(psi) Der 125,000 Determined from flexural creep modulus testing extrapolated to proposed design life(such as 50 years) Design safety factor N• 2 Default value is2.0 Unit weight of soil(pcf) Be' 120 Applies to fully deteriorated designs only Unit weight of water(par) 8,,u 62A Depth of cover(It) H a 15.0 Measured from ground surface to top of pipe Height of groundwater(II) N.a 7.0 Measured from top of pipe;Aga:If water table is below top of pipe,Input a negative numbed Internal vacuum pressure(psi) PV• 0.0 Default value Ls 0 Internal pressure(psi) P• 0.0 Pressure pipe applications amyl If no pressure,Input 0 Diameter of hole or opening in original pipe well(In) d a 0.000 Pressure pipe applications only)U no pressure,Input 0 Poisson's ratio of CIPP v. 0,30 Average value for CIPP par ASTM F1218 Flexural strength of CIPP,Initial(psi) ai. 4,500 Mtrdmum value Is 4,500 psi per ASTM F1218 . flexural strength of CIPP,time•weighted(psi) ah,a 4,500 At budding the limo-weighted flexural strength Is equal to the lower 95%confidence value of the short4err Tensile strength of CIPP,Initial(psi) cr• 3,000 Pressure pipe applications only( Tensile strength of CIPP,long-term(psi) an,. 1,500 Determined from long-term tensile strength testing. Enhancement factor(dimensionless) Ka 7.0 Minimum value recommended per ASTM F1218 Surface five loading condition H2O H20.E80 or airport 1120 Calculations iHlnhwav Loads), Impact factor for traffic load(dimensionless) It• 1.0 From AASHPO Standard Specifications for Highway Bridgers,12th Edition Distributed load area over pipe at depth H((t:) Au.■ 992.1 See table and figures below Total applied surface wheel load(Ib) PLw■ 48,000 Based on critical loading configuration(see table below) _ H2O live load transferred to pipe at depth H(psi) coot■ 0.3 wL a(P•1,}I(144•Au) Critical Loading Configurations for H2O loadsjper AASHTO) Condition H,ft P,!be Au.,(t' 1 H<1.33 18,000 (0.83+1.75H)(1.87+1.75H) 2 1.33 S H<4.10 32,000 (0.83+1.75HN5.87+1.75H1 3 4.10 S H 48,000 (4.83+1.75110.87+1.75H) \,aw\ :`\l,/ - • weelull/ow,off wn.th Load A,m aqe, a k„n,� +, a . yy 9 / "� ,' \ f / i ....WWI Loot Am Vito*Load Area 09 err �+�` WAoN lob Naf \A9\�% i� �4erN :- GGus .•ehulvW fool A,. I :C`l,.r+'I t,�fa inns^ „'. ', Ili it. Ir'4 G 1i}1. \ { -\ate. 0 \S'0 4 .,. emduund Low Ar. {4 1 n-m,aoc.d Lora An. 'gilt,,.%.. ._' �$r'!4 ' n+.. Nm k Condition 1.Distributed load Area-Single Dual Wheel Zebra Distested Load Area-Two H2O Tucks Passing Condtion 3,DlsWwbd Load Area•Alternate Loads In Pesskrg*do gg0 Calculations gtallwav Loads' E80 live bad transferred to pipe at depth H(psi) wr a■I 0.00 (from graph below E80 Live Loads on Pipe Installed Under Railroads (From Concrete Pipe Handbook Stir Edition) o Sego 8000e eeoo 000e `o $ ,�eqo 000ogoo$q ooq,v8,0001bper 35 ..........„,.. v saga' v:A •n am0000so irro f lin It )2 25 It WslEDDILELEOLTEMESANMEd „: CI -I Is - 5 8' 5'5'5'9' 5'8'5' 8' 8'5'5'6' 9'6'8'6'6' 0X 0 `o 0 10 20 30 Flgure 430. Spacing of WheelLoads Per Axle for a w Unit Load(psi) Cooper E 80 Design Loading. CIPP Design Template 8129/2/323 NEK glrport Load Modulus of elasticity of concrete(psi) E,= 4.000.000 default value is 4.000,000 Poisson's ratio of concrete(dimensionless) p at 0.3 default value Is 0.15 CALIFORNIA BEARING RATIO.CDR Modulus of s concreete aion (hi) k= 12 see adjacent figure a g g g i'g tit Ig 1D�¢1g 4g4Yr{p eg 707 We Thickness of concrete pavement(In) h a 12 ? ` h ` 1 I ))1 � f5 I it it Depth of cover,top of pipe to bottom of slab(R) H a 14.0 UNIFIED SOIL CLASSIFICATION Horizontal distance from pipe centerline(R) X a 0 assumed a 0(worst case) andC°re a1 Enarn,ns a S.Army Radius of stiffness of the rigid pavement(ft) R•=I 3.32 I R•.1112 I Eh' U.S Bureau at Red•mau 0 I II I i i Wheel toadObs) PL..) 90,000 I �1-pz�C �-i vI I I 1 AASHTO SOIL CLASSIFICATION Worst-case loading scenario Is for 2 loads spaced OAR,apart and Is calculated below. Weal Highway Admv,isun,on , ,I"., •, For alternate loading conditions,see Concrete Pipe Handbook Sth Edition ! 1 f I • ''c.t''' ''I.-.- li Pressure Coefficient(C)for XURs■0 2 loads 0.8 Rs I 4 ' T 1: 1 1 Apart along FEDERAL AVIATION AOENCY I 1 .1 axis el pipe Sail Ciauiliwuae I ,1 i,, scion!o o 1 _ i ! 02 ':;'..... ...‘..... r.•,";;!.",,,l,".3%;;,0‘,"..;:7„;, ,-;;...;.;.;;:.:-`.;'•.,-..!:::,;!-,...!; ,..t) i'''''' ' [ ] a16 '� % ":tk-i itiiSU'i'V..6;:d ii.k4i :,.2.,%1;...g.'3,:,, I I RESISTANCE VALUE.R , i ,d�._�Re`' � �.`• G..i;. ra , ! �o r so b Vi as. M u S?r.:^ . 'l _). 4 5/i_ `�.y A?�i1,�.iVn�"'tt:3�:�'r`!�Fi•' � 1 I 0.1 '::;,ri`'s' :5`` '`_' v:,'�F"1"''�"*;'l:"r MODULUS OF SUDORADE REACTION,k all Mir rods I T,Z.I,I yP1/47,: . `v;•a.ua} lyi;;.,I mo ',col j s� ao Jrwa ere•so ^..,NYC/, ;.1. :•r .:•,,;.!.,`.',.!!':!:, :‘,!!..,. , .j �" I , , , roe�were 0.05 '1'!��'-0�yiYis#'Si ..1 .. `-`i"t'ii ? . ! i.kir,Y{1�'• I I I ► I I ` I i ;:i`%7 ki r k_`:S Fr??�: i:N:: ?'.F,+` WR.a 4.212 I I BEARING VALUE.psi i Yfi'., .II,,...1: - ^;?.`'.4 '::.:�.. 11" r n. an) I ! f <Ei','?;�.�i, k �, a MO. Daman plate. da0rni D "... ,.. .`^'':;,, ,: ^:k:'eN;:p..:.fs5,•-, .r. .:a^i ': =� '3 • I I 117 I i fI i 1I 0: 2 ;:4 B.;'- 8 1D CALIFORNIABEARING RA Ili.FIR ' I I i HIRs 1 • • • s • i s w ,i n n •s :• so so n so w kkk000 • QgDFESS/O� Airport live load transferred to pipe at depth H(psi) w„i' 0.00 wIA=CP/R,o ��45) M.HEga,(s Wall Thickness Design 4 7.t g. s, - ----:-- y PartialtyoeterioratedGravityPipeCondition 1-q/100 s cc �Hu 6917014 mr' GILBERTM.HERNAND C= 1+q/100]s) pq, 6-30-22 R.C.E.No.69170 EXPIRE& 30- Ovalily reduction factor(dimensionless) c' ae4 I * a DATE March 29.2021 t. CIVIL do External hydrostatic pressure from groundwater(psi) P,a 3.58 P =q r(H +0/12y144 e OF Ct D Minimum thldmass required,hydrostatic budding tr' 0.24 In tr' 2 K C ASTM F1216.Equation X1.1 ■ 6.16 mm E1 .i.1 6-0•N•P,+W) Minimum Moms required,oveRtycheck tie010 in 1SO(1+0).8ORs-a8•(1+1-)SCR-N=O ASTM. ram 100 100 1 P SDR.• 144 0P,=0,default80Ra100 Quadratic factors for Eq.X1.2 a= 0.0306 used to solve for SORo and tr b= 4.610 0 a -629.371 Fully Deteriorated Gravity Pipe Condition Total live load transferred to pipe at depth H(psi)= W,• 0.34 From live bed calculations Water buoyancy factor(dimensionless) R„• 0.85 R.=1-0.33(H,/H)(min.value=0.87) :If I1440,use H,'0In this calculation Total external pressure on pipe(psi) q,• 14.49 q1=0.433H,+ati,HR,/144+W, M:ff 1f„40,use H„•0 In this calculation Coefficient of elastic support(hNb) B'• 0.399 a'=1/(1+4ee'm) I 1I--See Nato X1.3 of ABTA)P1216 Minimum thickness required.Lusdher s buckling equation t1' 0.31 In r=[ (Nq,)'•Ds•12 ur 1 ASTM F1216,Equation X1.3• 7.91 mm 32.4.13.41a•Ru'CJ Minimum thickness required.pipe stiffness to 0.25 In • 6.27 mm t=(D3'0.093.121E)4 ASTM F1218,Equation X1.4 Partially Deteriorated Pressure Pipe Condition Minimum thickness required to withstand Internal pressure t„= 0.00 In („=D/(((D/d)s•(5.33•=L/PN))941) ASTM F1218.Equation X1.6 In spanning across any holes In the original pipe wall d1D a 0.00 If di0>1.88'(I,,/D)H,ASTM F1218,Equation X1.5.then liner la In ring tension or hoop stress 1.83(t„i0)"s' 0.00 and fully deteriorated pressure pipe condition applies(ASTM F1218,Equation X1.7) Minimum thickness rooked by design check t„,• 0.00 In ■ 0.00 ram Fully Deteriorated Pressure Pipe Condition Minimum thickness required to withstand all external t a 0.00 In t,a=Di((2•ayk/PN)+2) ASTM F1216.Equation X1.7 loads and the full Internal pressure a 0.00 mm CIPP Wall Thickness Desirn Summery Host pipe condition Fully Deteriorated CIPP end use application Gravity Flow CIPP outside diameter(host pipe Inside diameter) D= 15 In Minimum CIPP thickness calculated twos 0.31 In Greatest value calculated from AVM F1216 Equations X1.1,X1.2,X1.3 and X1.4(gravity a 7.91 mm flow)or greatest of X1.1,X1.2.X1.3,X1.4 and X1.7(pressure pipe) Minimum CIPP thickness recommended t,,,,,■ 0.31 In Based on a maximum SCR=100 ■ 7.91 mm Nominal CIPP thickness to be supplied t ,■ 9.0 mm Rounded up to the nearest 1.5 mm to reflect standard CIPP thicknesses supplied SDRap,a 42 SDR a DR Maximum recommended SDR for CIPP Is 100 per ASTM F1216 CIPP Design Template 8/2912023 NEI( Hydraulic Qalculatfone CIPP Inside diameter(In) Dr= 14.3 Flaw area of host pipe(fl) A■ 1.23 Flow area of CIPP(ft) Ara 1.11 Capacity of host pipe(cfs) W= 24.40 Q=1.488.A'RHel(Mennlng'a Equation) Capacity el CIPP(de) Qr. 32.17 where RH=hydrautIc radius=0/4 for pipe Hawing lull %Increase/decrease In Flow Capacity AQ= 32% O QRpfESS/O,` y��¢kit. HE �i c � m 21 69170 a ILBERT M.HERNAND *bp,6-30-22 * R.C.E.No.69170 EXPIRES: 0- _ y). CIVIL OF CA11F DamMarch 26,2021 CIPP Design Template 8/29/2023 NEX CONTRACTOR REGISTRATION WITH CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS (DIR) CERTIFICATE Pursuant to SB 854 (citing Labor Code Section 1771.1(a)),passed by the California State Senate on June 20,2014,established a new public works Contractor Registration Program,which requires all contractors and subcontractors bidding and performing work on Public Works Projects to register on an annual basis (each July 1 through June 30 state fiscal year) with the California Department of Industrial Relations(DIR). Currently the annual non-refundable registration fee for Contractors is $300. Each contractor to whom a public works contract has been awarded shall sign the following certificate. DIR FACT SHEET on SB 854 http://www.dir.ca.gov/DLSE/PublicWorks/SB854FactSheet_6.30.14.pdf DIR's Contractor Registration Link—Call(844)522-6734 https://efiling.dir.ca.gov/PWCR/ActionServlet?action=displayPWCRegistrationForm DIR's Contractor Registration searchable database: https://efiling.dir.ca.gov/PWCR/Search.action I am aware and will comply with the provisions of Labor Code Section 1771.1(a)which states: "A contractor or subcontractor shall not be qualified to bid on,be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5. It is not a violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded." I furthermore will comply by providing proof of registration with DIR as the primary contractor, as well as for ALL subcontractors at the time of submitting the bid. Nu Line Technologies, LLC Contractor Malligarar/Dominic Burtech By fdurazo@nuli► -tech.net/sara@nulinetech.net Email Partner rp a 9 ZtZ 3 Title Date: c PWC Registration#: 1000003808 C-12 ' Nationwide Mutual Insurance Company Home Office: Columbus, Ohio Surety Administrative Office: 1100 Locust Street—Dept.2006 Nationwide' Des Moines, IA 50391-2006 BID BOND Nationwide Mutual Insurance Company vouches that this document conforms to American Institute of Architects Document A310,2010 Edition. CONTRACTOR:(Name, legal status and address) SURETY:(Name,legal status and principal place of business) NU LINE TECHNOLOGIES, LLC Nationwide Mutual Insurance Company 1325 PIPELINE DRIVE 1100 Locust Street—Dept.2006 VISTA, CA 92081 Des Moines,IA 50391-2006 OWNER:(Name, legal status and address) CITY OF HUNTINGTON BEACH 2000 MAIN STREET HUNTINGTON BEACH, CA 92648 BOND AMOUNT: TEN PERCENT OF GREATER AMOUNT BID (10%) PROJECT:(Name,location or address, and Project number,if any) FY 2022/23 SEWER LINING PROJECT The Contractor and Surety are bound to the Owner in the amount set forth above, for the payment of which the Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns,jointly and severally, as provided herein. The conditions of this Bond are such that if the Owner accepts the bid of the Contractor within the time specified in the bid docu- ments,or within such time period as may be agreed to by the Owner and Contractor,and the Contractor either(1)enters into a con- tract with the Owner in accordance with the terms of such bfd, and gives such bond or bonds as may be specified in the bidding or Contract Documents, with a surety admitted in the jurisdiction of the Project and otherwise acceptable to the Owner,for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof; or(2)pays to the Owner the difference, not to exceed the amount of this Bond,between the amount specified in said bid and such larger amount for which the Owner may in good faith contract with another party to perform the work covered by said bid,then this obligation shall be null end void, otherwise to remain in full force and effect. The Surety hereby waives any notice of an agreement between the Owner and Contractor to extend the time in which the Owner may accept the bid. Waiver of notice by the Surety shall not apply to any extension exceeding sixty (60) days in the aggregate beyond the time for acceptance of bids specified in the bid documents, . and the Owner and Contractor shall obtain the Surety's consent for an extension beyond sixty(60)days. If this Bond is Issued in connection with a subcontractor's bid to a Contractor, the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. When this Bond has been furnished to comply with a statutory or other legal requirement in the location of the Project,any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein. When so furnished, the intent is that this Bond shall be construed as a statutory bond and not as a common law bond. Signed, and sealed this 12TH day of JUNE 2023 NU LINE TECHNOLOGIES, LLC (Witness to Principal) (Principal's Signature) (Seal) DOMINIC J. BURTEC-, JR., PARTNER (Title) Nationwid Mutual Insurance Company (Witness to Surety) (Surety).- (Seal) By: J `(air. O. dVt)t,f4 MARK D. IATAROLA,Attorney-in-Fact SNP-T-7(12-13) Page 1 of 1 CALIFORNIA ALL-PURPOSE ACKNOiNLEDGMENT • •e ,e 'i`ftf` »rk.••gz .R1s3+:.P_�;ti�� � .�s�x�_ A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. • • State of California • ) County of an Diego On ZZ 20t-3 before me, Arthur Patrick Arquilla, Notary Public • Date •,,^^ ' , 66(.1•41e72sert Na a and Title of the Officer r' • Personally appeared v, '' / / Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s)whose name(jp are subscribed to the within Instrument an' .cknowledged to me tha ie she/they executed the same i,,(1rher/their authorized capacity(ies),and that-40 er/thelrsignature(s)on't einstrument the person(s),or the entity upon behalf of which the person(s)acte executed the instrument. I certify under PENALTY OF PERJURY underthe laws of the State of California that the foregoing paragraph is true and ..w......�..�., correct. R�ac•s"��, A17"6M.1386RQURIA WITNESS my h and offici• s C. 1!-�y COMM./2a8B2W , ' + '�� • J. NOTARY PUBLUC•CALJFORNIA 1/j ;�7"'•' SAN DIEGO COUNTY �/ (J`L !Ay Comm.Expires Amory 7 2028 Signature Signs 're a •Cary Public Place Notary Seal Above ..�.....,.. _ ..-.------------OPTIONAL•- '"- '� Though this section is optional,completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document Document Date Number of Pages Signer(s)OtherThan Named Above Capacity(ies) Claimed by Signer(s) Signer's Name Signer's Name Corporate Officer—Title(s) ®corporate Officer—Titles) P ®Partner ®Limited General ®Partner Q Limited in General ®Individual CI Attorney In Fact En Individual ❑Attorney In Fact Trustee ®Guardian or Conservator °Trustee 0 Guardian or Conservator' Other ®Other Signer Is Representing Signer Is Representing • .:..p...:.q`t.-...• c.....R1.Y..C...1..f:':fill`t..:is'.i.';•-,:ja.•:a yr'sa t: ©2014National NotaryAssociation 0 www.NationalNotarv.org 21.800-USNOTMY(1-800-876-6827)Item#55C7 • CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE§1189 I,l: t ...:.F::r:I::r.l:I... . ; .. rt,.;I> t t ':oun.t•:•: :•Z:•I a:i°.: :.. L..:-3:>is:::TiI:'LF..: ' .,. .,L;ra . .. t I : t ! F A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. State of California County of SAN DIEGO On 6/12/2023 before me, TRACY LYNN RODRIGUEZ, NOTARY PUBLIC Date Here Insert Name and Title of the Officer personally appeared MARK D. IATAROLA Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(e}whose names}is/en-subscribed to the within Instrument and acknowledged to me that he/she/they executed the same in his/MI*11E4r authorized capacity(ies),and that by his/her/their signature(e)on the Instrument the person(s),or the entity upon behalf of which the person(s)acted,executed the instrument. ---- I certify under PENALTY OF PERJURY under the ,n .,. TRACY LYNN RODRIGUEZI laws of the State of California that the foregoing =':, '�';= COMM.0 2318838 `i :'i.; SAN DIEGO COUNTY $ paragraph Is true and correct. (- NOTARY PUaI.IC•CAa.IFORNIAZ WITNESS my hand and official seal. MY COMMISSION ON EXPIRES ye I,— JANUAAY 11,2024 1 Signature Place Notary Seal and/or Stamp Above Si tore 46N-cir Public OPTIONAL Completing this Information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s)Other Than Named Above: Capacity(Ies) Claimed by Signer(s) Signer's Name: MARK D. IATAROLA Signer`s Name: ❑Corporate Officer—Title(s): ❑Corporate Officer—Title(s): ❑ Partner— ❑ Limited 0 General ❑ Partner— 0 Limited ❑ General ❑ Individual 14 Attorney in Fact 0 individual 0 Attorney in Fact ❑ Trustee a Guardian of Conservator b Trustee a Guardian of Conservator a Other: ❑ Other: Signer Is Representing: Signer is Representing: I.I.r,.r•I:'I':lsY:::.a.>F....:..... :d..I.r,. r, i;:...:.,-rI t..,.,t-..Is2'.r•.F::Y II+IrI',ri2'?I'I.t-.,..,..t,L';i,!'.I:;>'n.p,•i`I!i%Iii"iIlI-I. 02017 National Notary Association Power of Attorney a KNOW ALL MEN BY THESE PRESENTS THAT: Nationwide Mutual Insurance Company,an Ohio corporation hereinafter referred to severally as the'Company and collectively as'the Companies'does hereby make,constitute and appoint: HELEN MALONEY;JOHN G MALONEY;MARK DIATAROLA;SANDRA FIGUEROA;TRACY LYNN RODRIGUEZ; each In their individual capacity,Its tare and lawful attomey4n-fact,with full power and authority to sign,seal,and execute on Its behalf any and all bonds and undertakings,and other obligatory instruments of similar nature,In penalties not exceeding the sum of UNLIMITED and to bind the Company thereby,as fully and to the same extent as if such instruments ware signed by the duly authorized officers of the Company;and all a. of said Attorney pursuant to the authority given are hereby ratified and confirmed. This power of attorney is made and executed pursuant to and by authority of the following resolution duty adopted by the board of directors of the Company; 'RESOLVED,that the president,or any vice president be,and each hereby Is,authorized and empowered to appoint attorneys-in-fact of the Company, and to authorize them to execute and deliver on behalf of the Company any and all bonds,.fame,applications,memorandums,undertakings, recognlzances,transfers,contracts of indemnity,policies,contracts guaranteeing the fidelity of persons holding positions of public or private trust,and o writings obligatory in nature that the business of the Company may require;and to modify or revoke,with or without cause,any such appointment or authority;provided,however,that the authority granted hereby shall in no way limit the authority of other duly authorized agents to sign and countersign, y of said documents on behalf of the Company.' 'RESOLVED FURTHER,that such attomeys-in-fact shall have full power and authority to execute and deliver any and all such documents and to bind , Company subject to the terms and Wnitations of the power of attorney issued to them,and to affix the seal of the Company thereto;provided,however, , t said seal shall not be necessary for the validity of any such documents' This power of attorney is signed and sealed under and by the following bylaws duly adopted by the board of directors of the Company. Execution of.instruments.Any vice president,any assistant secretary or any assistant treasurer shall have the power and authority to sign or attest all approved documents,instruments,contracts,or other papers in connection with the operation of the business of the company in addition to the chairman the board,the chief executive officer,president,treasurer or secretary;provided.however.the signature of any of them may be printed,engraved,or stamped on any approved document,contract,instrument,or other papers of the Company. IN WITNESS WHEREOF,the Company has caused this instrument to be sealed and duty attested by the signature of its officer the 20th day of August,2021. - • 4L . �"' Antonio C.Albanese,Vice President of Nationwide Mutual Insurance Company ACKNOWLEDGMENT • - STATE OF NEW YORK COUNTY OF NEW YORK:se I'• On this 20th day of August,2021,before me came the above-named officer for the Company • • • ` aforesaid.to me personally known to be the officer described in and who executed the preceding Instrument.and he acknowledged the execution of the same,and being by me duly '''lammed 1 sworn,deposes and says,that he is the officer of the Company aforesaid,that the seal affixed •� c4�. hereto is the corporate seal of said Company,and the said corporate seal and hie signature were ' duly affixed and subscribed to said instrument by the authority and direction of said Company. Stephanie RuU6 o McMbjr i si t. /a; NNormPubIto,Moto of New Yolk �� � No.02MO8270117 QuONBod in New York County Way Mk ^) mown 10.2024 CERTIFICATE I,Laura B.Guy,Assistant Secretary of the Company,do hereby certify that the foregoing is a full,true and correct copy of the original power of attorney issued by the Company;that the resolution included therein Is a true and correct transcript from the minutes of the meetings of the boards of directors and the same J not been revoked or amended in any manner,that said Antonio C.Albanese was on the date of the execution of the foregoing power of attorney the duly ale ,•d officer of the Company,and the corporate seal and his signature as officer were duty affixed and subscribed to the said instrument by the authority of said .• of directors;and the foregoing power of attorney le still In full force and effect. IN WITNESS WHEREOF,I have hereunto subscribed my name as Assistant Secretary,and affixed the corporate seal of said Company this 12TH day of � 0Q,1 nrNe 2aC�(p. IL/ V+ Assistant Secretary BDJ 1(08.21)00 , ‘,., 6 Nationwide Mutual. Insurance Company Home Office: Columbus, Ohio Surety Administrative Office: 1100 Locust Street—Dept.2006 Nationwide' Des Moines, IA 50391-2006 • BID BOND Nationwide Mutual Insurance Company vouches that this document conforms to American Institute of Architects Document A310,2010 Edition. CONTRACTOR: (Name, legal status and address) SURETY:(Name, legal status and principal place of business) NU LINE TECHNOLOGIES, LLC Nationwide Mutual Insurance Company 1325 PIPELINE DRIVE 1100 Locust Street—Dept.2006 VISTA, CA 92081 Des Moines,IA 50391-2006 OWNER: (Name, legal status and address) CITY OF HUNTINGTON BEACH 2000 MAIN STREET HUNTINGTON BEACH, CA 92648 BOND AMOUNT: TEN PERCENT OF GREATER AMOUNT BID (10%) PROJECT: (Name, location or address, and Project number, if any) FY 2022/23 SEWER LINING PROJECT The Contractor and Surety are bound to the Owner in the amount set forth above, for the payment of which the Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, as provided herein. The conditions of this Bond are such that if the Owner accepts the bid of the Contractor within the time specified in the bid docu- ments,or within such time period as may be agreed to by the Owner and Contractor, and the Contractor either(1)enters into a con- tract with the Owner in accordance with the terms of such bid, and gives such bond or bonds as may be specified in the bidding or Contract Documents, with a surety admitted in the jurisdiction of the Project and otherwise acceptable to the Owner,for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof; or(2) pays to the Owner the difference, not to exceed the amount of this Bond, between the amount specified in said bid and such larger amount for which the Owner may in good faith contract with another party to perform the work covered by said bid,then this obligation shall be null and void, otherwise to remain in full force and effect. The Surety hereby waives any notice of an agreement between the Owner and Contractor to extend the time in which the Owner may accept the bid. Waiver of notice by the Surety shall not apply to any extension exceeding sixty (60) days in the aggregate beyond the time for acceptance of bids specified in the bid documents, and the Owner and Contractor shall obtain the Surety's consent for an extension beyond sixty(60)days. If this Bond is issued in connection with a subcontractor's bid to a Contractor, the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. When this Bond has been furnished to comply with a statutory or other legal requirement in the location of the Project, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein. When so furnished, the intent is that this Bond shall be construed as a statutory bond and not as a common law bond. Signed, and sealed this 12TH day of JUNE 2023 . NU LINE TECHNOLOGIES, LLC (Witness to Principal) (Principal's Signature) (Seal) DOMINIC J. BURTE , JR., PARTNER (Title) Nationw' Mutual Insurance Com an (Witness to Surety) (Sure ' (Seal) By: _ "( , O. d'at. MARK D. IATAROLA,Attorney-in-Fact SNP-T-7(12-13) Page 1 of 1 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT •.: • t r�-✓--�„ ,,,,,,.rv,.r-,..-.4,,^,C•F,,,Azw�.w„.�,,..l.h,ftl=::=CP,... _,.,.. \�TJ y-ll-t/. Jn;.n '�I� �.�.R�r%.t�tr'�}a.'.,� .f. h A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. State of California . ) County of an Diego ) On G ZZ 2172-3 before me, Arthur Patrick Arquilla, Notary Public Date �re sert Na a and Title of the Officer Personally appeared f ✓) 1 �. • • Name(s)of Signer(s) ' who proved to me on the basis of satisfactory evidence to be the person(s)whose name(to are subscribed to the within instrument an. .cknowledged to me tha ie she/they executed the same(AO her/their authorized capacity(ies),and that 4' er/theirsignature(s)on the instrumentthe person(s),or the entity upon behalf of which the person(s)acte•,executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. �.0,�. ARTHUR PATRICK A COMM., QUI.LA COMM „q�pt WITNESS my h + and offici. •a ttl7 NOTARY PUBLIC C�1fORNW / // /r ffi .1i.L ' SAN DIEGO COUNTY L�//Q�L_ My Comm. January 7 2026 Signature Signa 're o ..tary Public . Place Notary Seal Above __ —OPTIONAL-- k�� �+ Though this section is optional,completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. . Description of Attached Document Title or Type of Document Document Date Number of Pages Signer(s)OtherThan Named Above Capacity(ies) Claimed by Signer(s) Signer's Name Signer's Name • 0 Corporate Officer—Title(s) 0 Corporate Officer—Title(s) 0 Partner 0 Limited 0 General 0 Partner 0 Limited 0General 0 Individual ElAttorney in Fact Individual� - Attorney in Fact • ®Trustee ®Guardian or Conservator 0 Trustee 0 Guardian or Conservator' 0 Other ®Other Signer Is Representing Signer Is Representing _.. ..scr•u^d-n�r..LL,-„,t,_�y:l+?. -..Fi:-.-...•••e_•^.Y::�%i-t':-:fir:.-.n.cc,.°Sr .- . ©2014National NotaryAssociation 0 www.NationalNotary.org 01-800-US NOTARY(1-800-876-6827) Item#5907 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE§1189 - - - A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document State of California County of SAN DIEGO J} • On 6/12/2023 before me, TRACY LYNN RODRIGUEZ, NOTARY PUBLIC Date Here Insert Name and Title of the Officer personally appeared MARK D. IATAROLA Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the persona}whose name*is/am-subscribed to the within instrument and acknowledged to me that he/she/they executed the same in hisfhcr/their authorized capacity(ies),and that by his/her/their signature(#)on the instrument the person(#),or the entity upon behalf of which the person(s)acted,executed the instrument. I certify under PENALTY OF PERJURY under the TRACY LYNN RODRIGUEZ laws of the State of California that the foregoing COMM.#2318838 SAN DIEGO COUNTY D Z= ..�_ paragraph is true and correct. ,� �� _ti��� NOTARY PUBLIC-CALIFORNIAZ WITNESS my hand and official seal. MY COMMISSION EXPIRES vV v vJANUARY 11,2024 «<iJJJ Signature Place Notary Seal and/or Stamp Above Si ture No Public OPTIONAL Completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document Description of Attached Document Title or Type of Document Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies)Claimed by Signer(s) Signer's Name: MARK D. IATAROLA Signer's Name: ❑ Corporate Officer—Title(s): 0 Corporate Officer—Title(s): ❑ Partner— 0 Limited 0 General 0 Partner— 0 Limited 0 General ❑ Individual t9 Attorney in Fact 0 Individual 0 Attorney in Fact ❑ Trustee ❑ Guardian of Conservator 0 Trustee ❑ Guardian of Conservator ❑ Other: 0 Other. Signer is Representing: Signer is Representing: ©2017 National Notary Association Power of Attorney : M KNOW ALL MEN BY THESE PRESENTS THAT: Nationwide Mutual Insurance Company,an Ohio corporation ' hereinafter referred to severally as the"Company"and collectively as"the Companies"does hereby make,constitute and appoint HELEN MALONEY;JOHN G MALONEY;MARK D IATAROLA;SANDRA FIGUEROA;TRACY LYNN RODRIGUEZ; each in their individual capacity,its true and lawful attorney-in-fact,with full power and authority to sign,seal,and execute on its behalf any and all bonds and undertakings,and other obligatory instruments of similar nature,in penalties not exceeding the sum of UNLIMITED and to bind the Company thereby,as fully and to the same extent as if such instruments were signed by the duly authorized officers of the Company;and all acts of said Attorney pursuant to the authority given are hereby ratified and confirmed. This power of attorney is made and executed pursuant to and by authority of the following resolution duly adopted by the board of directors of the Company: "RESOLVED,that the president,or any vice president be,and each hereby is,authorized and empowered to appoint attorneys-in-fact of the Company, and to authorize them to execute and deliver on behalf of the Company any and all bonds,forms,applications,memorandums,undertakings, recognizances,transfers,contracts of indemnity,policies,contracts guaranteeing the fidelity of persons holding positions of public or private trust,and other writings obligatory in nature that the business of the Company may require;and to modify or revoke,with or without cause,any such appointment or authority;provided,however,that the authority granted hereby shall in no way limit the authority of other duly authorized agents to sign and countersign any of said documents on behalf of the Company." °RESOLVED FURTHER,that such attorneys-in-fact shall have full power and authority to execute and deliver any and all such documents and to bind the Company subject to the terms and limitations of the power of attorney issued to them,and to affix the seal of the Company thereto;provided,however,that said seal shall not be necessary for the validity of any such documents." This power of attorney is signed and sealed under and by the following bylaws duly adopted by the board of directors of the Company. Execution of Instruments.Any vice president,any assistant secretary or any assistant treasurer shall have the power and authority to sign or attest all approved documents,instruments,contracts,or other papers in connection with the operation of the business of the company in addition to the chairman of the board,the chief executive officer,president,treasurer or secretary;provided,however,the signature of any of them may be printed,engraved,or stamped on any approved document,contract,instrument,or other papers of the Company. IN WITNESS WHEREOF,the Company has caused this instrument to be sealed and duly attested by the signature of its officer the 20th day of August,2021. di—ed•------- Antonio C.Albanese,Vice President of Nationwide Mutual Insurance Company ACKNOWLEDGMENT 4 STATE OF NEW YORK COUNTY OF NEW YORK:ss r":.. Ak On this 20th day of August,2021,before me came the above-named officer for the Company ►', aforesaid,to me personally known to be the officer described in and who executed the preceding 1 ,, instrument,and he acknowledged the execution of the same,and being by me duly '. sworn,deposes and says,that he is the officer of the Company aforesaid,that the seal affixed It '.'' , ;.. hereto is the corporate seal of said Company,and the said corporate seal and his signature were .r d>s4 r.:.. PP 9 'CMG duly affixed and subscribed to said instrument by the authority and direction of said Company. Stephanie Rubino McArthur '�`1-T''�' Notary Public,State of New York a �y! . . No.02MC6270117 Qualified in New York County Notary Public ' Commission Expires October 19,2024 My Commission Expires October 19,2024 CERTIFICATE I,Laura B.Guy,Assistant Secretary of the Company,do hereby certify that the foregoing is a full,true and correct copy of the original power of attorney issued by the Company;that the resolution included therein is a true and correct transcript from the minutes of the meetings of the boards of directors and the same has not been revoked or amended in any manner;that said Antonio C.Albanese was on the date of the execution of the foregoing power of attorney the duly elected officer of the Company,and the corporate seal and his signature as officer were duly affixed and subscribed to the said instrument by the authority of said board of directors;and the foregoing power of attorney is still in full force and effect. IN WITNESS WHEREOF,I have hereunto subscribed my name as Assistant Secretary,and affixed the corporate seal of said Company this 12TH day of ofNNE 2023 , Assistant Secretary BDJ 1(08-21)00 m Si5 m x \fl3-ng rt JI fl@flQ3,2:24 PM FedEx THU-29 JUN 5:0�1 Fwarsh %rage•Pent Your LabeQe) En 7725 9210 5442 FIRST OVERNIGI ] 924.1 .7..„-„2:____:,.___,..., a q= 0 ___,_,_,,,_=,:_.; z. \'''''::: min ,7,:-= .—!-i--•:z. .... �• � N I I 1 'I. q Z= 1 �-1 y� 0 2'b N m I ).. ,.i.! aiw.ova�aa.n.n® ky. _.�� eL " \mmm--- o R1• .u-, i. 1- P ' +r s ioo , _ • ,:3 uaanpsa. x3pa� ,„-,:.7...;.1,cr, ., . ,......,...„, .,, _ . ,. .,t..,),,,.i jpi,li- , • . L .7.% ?.._:-x.'f; e{ * c,' , r _a m __ - .. �0���N�IN67 City of Huntington Beach tt� (c `c�" "` 6) '((‘�� 2000 Main Street ♦ Huntington Beach, CA 92648 - - (714) 536-5227 • www.huntingtonbeachca.gov b�92cF Ypp4u \ Off Office of the City Clerk �Cp�jNTy O'fii Robin Estanislau, City Clerk Sancon Technologies, Inc. 5841 Engineer Drive Huntington Beach, CA 92649 RE: FY 2022/23 Sewer Lining Project—CC No. 1728 Enclosed please find your original bid bond for CC No. 1728. Sincerely, q4k1/101441) Robin Estanislau, CMC City Clerk RE:ds Enclosure Sister City: Anjo, Japan SECTION C PROPOSAL for the construction of FY O21/22 SEWER LINING PROJECT 202423 CC No.4694 l 718 in the CITY OF HUNTINGTON BEACH TO THE HONORABLE MAYOR AND MEMBERS OF THE COUNCIL OF HUNTINGTON BEACH: In compliance with the Notice Inviting Electronic 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 80 working days, starting from the date of the Notice to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, Instructions to Bidders and all other contract documents. If this proposal is accepted for award,BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses,taxes, royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid opening date. If at such time the contract is not awarded,the AGENCY will reject all bids and will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. C-1 I SECTION C PROJECT BID SCHEDULE A FY 22/23 SEWER LINING PROJECT CC1728 BID ITEMS Item Description Quantity Unit Unit Cost Total Cost No. (Extension) 1 Mobilization and Demobilization 1 -LS $ 13,edd $ 1340 2 NOT USED 3 NOT USED 4 Construction Traffic Control 1 LS $ i.4",)2S $ Z$ 25-- Cleaning and closed Circuit Television Inspection of 8-inch 5 sewer main to 95%original diameter per specifications section 500-3.3 and 500-3.4 19,618 LF $ ' $ �.090 Cleaning and Closed Circuit Television Inspection of 12-inch 6 sewer main to 95%original diameter per specifications section -76 500-3.3 and 500-3.4 4,146 LF $ 6 $ Cleaning and Closed Circuit Television Inspection of 15-inch 7 sewer main to 95%original diameter, per specifications 1 8, 0075 section 500-3.3 and 500-3.4 2,585 LF $ $ Install Liner within 8-inch Sewer Main per Section 500-5.5 OR 8 26 S1� vba 500-5.14,and Post Video Inspection of 8-inch sewer main. 19,618 LF $ $ Install Liner within 12-inch sewer main per Section 500-5.5 OR 9 VI/446 500-5.14, and Post Video Inspection of 12"sewer main 4,146 LF $ S( $ • Install Liner within 15-inch sewer main per Specification 500- 10 5.5 OR 500-5.14, and Post Video Inspection of 15"sewer main 2,585 LF $ gZ $ 211,q 771) 11 Grind and Re-open Sewer Service Lateral 440 EA $ SO $ 22,0tJ0 12 Install Manhole Liner on Manholes Previously Adjusted to Grade(2-4-inch Lining) 20 EA $ -;OO $ 6,000 13 Manhole Rehabilitation (Depth 8-feet') 84 EA $ SO $ I 6a) Repair Active Infiltration at pipe joints with Pressure Grouting 14 Sv SGi� with Chemical Grout for 8"or 10" Dia.VCP 50 EA $ $ 3 TOTAL BID AMOUNT (BASIS OF AWARD)-SCHEDULE A $ 31 5' T t o TOTAL BID AMOUNT IN WORDS: Nit t-1 t tM I J 11414-rF ftvit4 c--613 e rcI NTH 7H t) 4*b Htki eue-NT( D ouovs. C-2.1 SECTION C PROJECT.BID SCHEDULE A FY 22/23 SEWER LINING PROJECT CC1728 Note: All extensions of unit prices will be subject to verification by Owner. In case verification is required between the unit price and the extension, the unit price will govern. The Owner reserves the right to reject any or all proposals and bid items. C-2.2 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 BID BOND in the amount of 10%of Bidvhich said amount is not less than 10%of the aggregate of the total bid price, as required by the Notice Inviting Electronic Bids, payable to the AGENCY. (Please insert the words "Cash", "Certified Check", or "Bidder's Bond forn0% ", as the case may be) Any standard Surety Bid Bond form is acceptable. Bidder shall signify receipt of all Addenda here, if any: Addenda No. Date Received % '%der': i;n 1 6/20/2023 2 6/22/2023 C-2 LIST OF SUBCONTRACTORS In accordance with Government Code Section 4104, the Bidder shall set forth the name and business address of each subcontractor who will perform work or render service to the bidder on said contract in an amount in excess of one-half of one percent of the total bid or $10,000, whichever is greater, and the portion of the work to be done by such subcontractor. Bid Name and Address of State Class DIR PWC I Dollar % of Item(s) Subcontractor License Registration# Amount Contract Number P Feit".A"wcr pf fru0,Y yl 1_ ' sy g, ISM We. $2 'I cA2 100° 6)121 di3 , ZJ /0 By submission of this proposal, the Bidder certifies: 1. That he is able to and will perform the balance of all work which is not covered in the above subcontractors listing. 2. That the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subcontractor for this project. C-3 NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on 6/19/23, at Huntington Beach , CA Date City State Ryan Helmuth , being first duly sworn, deposes and says that he or she is Vice President of Sancon Technologies, Inc. the party making the foregoing bid that the bid is not made in the interest of,or on the behalf of,any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham;that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price, or that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract;that all statements contained in the bid are true;and,further,that the bidder has not,directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay fee to any corporation,partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Sancon Technologies, Inc. Name of Bidder ature idder 5841 Engineer Dr,Huntington Beach, CA 92649 Address of Bidder C-4 UTILITY AGREEMENT HONORABLE MAYOR AND CITY COUNCIL CITY OF HUNTINGTON BEACH, CALIFORNIA Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the FY 2022/23 SEWER LINING PROJECT, (I)(we)(it) will employ and utilize only qualified persons, as hereinafter defined, to work in proximity to any electrical secondary or transmission facilities. The term "Qualified Person" is defined in Title 8, California Administrative Code, Section 2700, as follows: "Qualified Person: A person who, by reason of experience or instruction, is familiar with the operation to be performed and the hazards involved." The undersigned also promised and agrees that all such work shall be performed in accordance with all applicable electrical utility company's requirements, Public Utility Commission orders, and State of California Cal-OSHA requirements. The undersigned further promises and agrees that the provisions herein shall be and are binding upon any subcontractor or subcontractors that may be retained or employed by the undersigned, and that the undersigned shall take steps as are necessary to assure compliance by any said subcontractor or subcontractors with the requirements contained herein. Sancon Technologies, Inc. Contractor , Ryan Helmuth Vice President Title Date: 6/20/2023 C-5 DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 10162,the Bidder shall complete,under penalty of perjury,the following questionnaire. QUESTIONNAIRE Has the Bidder, any officer of the Bidder or any employee of.the Bidder who has a proprietary interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or completing a Federal, State or local government project because of a violation of law or a safety regulation? ❑ Yes f No If the answer is yes, explain the circumstances in the space provided. N/A Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. 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. Sancon Technologies, Inc. Contractor ,Ryan Helmuth Vice President Title Date: 6/20/2023 C-7 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: Sancon Technologies, Inc. Bidder Name 5841 Engineer Drive Business Address Huntington Beach CA 92649 City, State Zip ( 714 ) 891-2323 bids@asancon.com Telephone Number Email Address 774055 A,B, C10, C31 State Contractor's License No. and Class 12/14/1999 Original Date Issued 1/31/2024 Expiration Date The work site and video CCTV footage of existing sewer lines were inspected by of our office on June 26 , 2023 . The following are persons, firms, and corporations having a principal interest in this proposal: Chuck Parsons -President Ryan Helmuth-Vice President Gary Drew- Secretary 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. Sancon Technol•_.es, In Company N. - 'gnat o •der Ryan Helmuth Printed or Typed Signature C-8 fhl-T-kuk-D NOTARY CERTIFICATE Subscribed and sworn to before me this day of , 202_ . A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document, to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of ) County of ) On before me, Month,Day, and Year Insert Name and Title of Notary personally appeared Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies),and that by his/her/their signature(s)on the instrument the person(s),or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature Signature of Notary Public (PLACE NOTARY SEAL ABOVE) C-9 CALIFORNIA ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. State of California County of Orange J} On 06/28/2023 before me, Mo Sexton - Notary Public Date Here Insert Name and Title of the Officer personally appeared Ryan Helmuth Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s)whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing • MO SEXTON paragraph is true = d correct. �• a: Notary Public•California 1 '= Orange County+ ^? ' WITNESS myhand a d • cial seal. Commission k 2437910 44,p• My Comm.Expires Feb 11,2027 Signature .tA���►\ Place Notary Seal and/or Stamp Above Si Virof Notary Public OPTIONAL Completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Signer's Name: ❑ Corporate Officer—Title(s): 0 Corporate Officer— Title(s): ❑ Partner— 0 Limited 0 General 0 Partner— ❑ Limited 0 General ❑ Individual 0 Attorney in Fact 0 Individual 0 Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Trustee ❑ Guardian or Conservator ❑ Other: 0 Other: Signer is Representing: Signer is Representing: ©2019 National Notary Association Bidder's Project History For the purposes of this project, the bidder shall provide project history of similar work, specifically referencing the construction of sanitary sewer lining installation of at least 1,000 linear feet of 8-inch or greater in public right-of-way, calcium cleaning and root removal from sanitary sewer systems, and manhole lining and rehabilitation within public right-of- my. Bidders are encouraged to submit supplemental relevant project history in addition to the projects listed herein. Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past five years: 1. City of Huntington Beach 2000 Main Street,Huntington Beach, CA 92648 Name and Address of Public Agency Name and Telephone No. of Project Manager: John Martin 714-536-5431 $857,915 CIPP &Manhole Rehab 12/2020 Contract Amount Type of Work Date Completed Provide additional project description to show similar work: CIPP 8" & 15" x 25,945';Rehab (106)Manholes; Calcium Removal 2 City of Huntington Beach 2000 Main Street, Huntington Beach, CA 92648 Name and Address of Public'Agency Name and Telephone No. of Project Manager: Rafael Suarez 714-374-1794 $945,839 CIPP &Manhole Rehab 5/2023 Contract Amount Type of Work Date Completed Provide additional project description to show similar work: CIPP 8" x 25, 545';Rehab (112)Manholes; Calcium Removal 3 City of Huntington Beach 2000 Main Street,Huntington Beach, CA 92648 Name and Address of Public Agency Name and Telephone No. of Project Manager: Keegan Olds 714-536-5431 $706,763.90 CIPP&Manhole Rehab 2/2022 Contract Amount Type of Work Date Completed Provide additional project description to show similar work: CIPP 8" & 12"x 21,980'; Rehab (114)Manholes; Calcium Removal c-10 Bidder's Critical Staff Listed below are the names of the bidders proposed Construction Project Manager, and Superintendent. For each of these critical positions,please list at least three projects for which the critical staff has performed similar work within the last five years. These projects do not have to be under the employment of the bidder of this project. Bidders are encouraged submit supplemental relevant project history in addition to the projects listed herein. 1. Mark Weber Name of proposed Project Manager Telephone No. of proposed Project Manager: 714-891-2323 See Attached Resume Project Name & Contract Amount Type of Work Date Completed Project Name & Contract Amount Type of Work Date Completed Project Name & Contract Amount Type of Work Date Completed 2. John Mitzner Name of proposed Superintendent Telephone No. of proposed Superintendent: 714-316-4654 See Attached Resume Project Name &Contract Amount Type of Work Date Completed Project Name &.Contract Amount Type of Work Date Completed Project Name & Contract Amount . Type of Work Date Completed c-ii SANCON TECHNOLOGIES, INC MARK WEBER, PMP— PROJECT MANAGER EDUCATION: B.A. POLITICAL SCIENCE, UNIVERISTY OF CALIFORNIA, LOS ANGELES EXPERIENCE: Mark has worked in Project Management for the past 9 years and received his PMP certification in 2017. He has been a Project Manager for Sancon since 2018 and has managed both Manhole and Pipeline Rehabilitation projects such as: Regional Treatment Plant—Moulton Niguel Water District CIPP 21", 33"and 36"x 1,100'; Coat (1) New Diversion Structure and (1) New Manhole Original Project Value: $1,654,536 Project Contact: David Spitz 714-465-0255 CC-1619 FY 20/21 Sewer Lining—City of Huntington Beach CIPP Lining of 8" and 12" sewer mains totaling approximately 21,980' and rehabilitating (114) Manholes with Sancon 100 polyurethane Project Value: $857,915 Project Contact: Keegan Olds (714) 536-5431 CC-1599 FY 19/20 Sewer Lining—City of Huntington Beach CIPP Lining of 8"and 15"sewer mains totaling approximately 25,945'and rehabilitating (106) Manholes with Sancon 100 polyurethane Project Value: $857,915 Project Contact: John Martin (714) 536-5431 Anaheim St Trunk Sewer Rehabilitation— Los Angeles County Sanitation District CIPP 30"x 1,300' Project Value: $462,100 Project Contact: Julio Fernandez — 951-833-2210 Rehabilitation of Clarifier No. 2—Inland Empire Utilities Agency Rehabilitation of a 120'diameter secondary clarifier including concrete rehabilitation and equipment replacement Original Project Value: $661,600 Project Contact: Matt Poekse—909-573-6188 Easy and Royal Street Trunk Sewer Rehabilitation Projects—City of Simi Valley Installation of 10", 12", 20", 36"and 39"CIPP (Totaling approx. 3,700') Project Value: $455,613 Project Contact: Steve Radaich (Charles King Company) — 562-426-2974 Rose Canyon and Barnett Structures Rehabilitation —City of San Diego Rehabilitation of(2) Structures over 102" live flow sewers Project Value: $280,000 Project Contact: Khader Safi (PAL Engineering)— 858-752-4901 SPECIAL TRAINING/ CONTINUING EDUCATION AND CERTIFICATIONS: • OSHA 30 Hour Certified, Confined Space Training • NASSCO— MACP • NASSCO— PACP • NASSCO - LACP • BMP's Superintendent Professional Experience Resume John Mitzner Sancon Technologies,Inc. 5841 Engineer Dr. Huntington Beach,CA 92649 Mr. Mitzner has been employed by Sancon since 2005. He has had increasing responsibilities since his hire date and has been a job Superintendent on countless pipe lining projects. A few projects that Mr. Mitzner has been Superintendent on are as follows: Balboa Trunk Sewer Rehabilitation Project Orange County Sanitation District 12,000' of 15"—24" Sancon CIPP Back Bay Sewer Relining Project Orange County Sanitation District 3,000 Feet of 24"Sancon CIPP FY 2019/20 Sewer Lining Project City of Huntington Beach 25,945' of 8" and 15" Sancon CIPP Annual Sewer Rehabilitation Project, CIP 18701 City of San Juan Capistrano 9,090' of 6", 8"and 18" Sancon CIPP Collection Carpinteria System Rehabilitation Carpinteria Sanitary District 9,000' of 6"-12"Sancon CIPP La Mirada Trunk Sewer La County Sanitation Districts 325 Feet of 24"Sancon CIPP 725 Feet of 18"Sancon CIPP Downtown Sewer Rehabilitation Project City of Huntington Beach 30,000+LF of pipe lining including Fold&Form PVC+CIPP Liners Mr. Mitzner is our Superintendent for all of our CIPP and Manhole Rehabilitation projects. He oversees the crew members as well as the successful execution of Sancon's most complex projects. CONTRACTOR REGISTRATION WITH CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS (DIR) CERTIFICATE Pursuant to SB 854 (citing Labor Code Section 1771.1(a)), passed by the California State Senate on June 20,2014,established a new public works Contractor Registration Program,which requires all contractors and subcontractors bidding and performing work on Public Works Projects to register on an annual basis (each July 1 through June 30 state fiscal year) with the California Department of Industrial Relations(DIR).Currently the annual non-refundable registration fee for Contractors is $300. Each contractor to whom a public works contract has been awarded shall sign the following certificate. DIR FACT SHEET on SB 854 http://www.dir.ca.gov/DLSE/PublicWorks/SB854FactSheet 6.30.14.pdf DIR's Contractor Registration Link—Call(844) 522-6734 https://efil ing.dir.ca.gov/P W CR/ActionSery let?action=displayP W CRegi strationForm DIR's Contractor Registration searchable database: https://efiling.dir.ca.gov/PWCR/Search.action I am aware and will comply with the provisions of Labor Code Section 1771.1(a)which states: "A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5. It is not a violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded." I furthermore will comply by providing proof of registration with DIR as the primary contractor, as well as for ALL subcontractors at the time of submitting the bid. Sancon Technologies, Inc. Contractor , Rvan Helmuth bids@sancon.com Email Vice President Title Date: 6/28/2023 PWC Registration#: 1000008879 C-12 City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER ONE For FY 2022/23 SEWER LINING PROJECT CC 1728 June 20, 2023 Notice to All Bidders: Please note the following clarifications to the Project Plans, Specifications, and Special Provisions. 1) The date of the bid for this project CHANGED. Bids are due on June 29, 2023 at 11:00 AM. This is to acknowledge receipt and review of Addendum Number One, dated June 20, 2023. S,r►liwiti TrItivoLOGgeS, iNc Company Name (.--BY---- (7Iu( ? Date 1 of 1 of Addendum No. 1 City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax(714) 374-1573 ADDENDUM NUMBER TWO For FY 2022/23 SEWER LINING PROJECT CC 1728 June 22,2023 Notice to All Bidders: Please note the following clarifications to the Project Plans,Specifications,and Special Provisions. 1) Page C-10, Bidder's Project History; Revise the first paragraph as follows: "For the purposes of this project, the bidder shall provide project history of similar work, specifically referencing the construction of sanitary sewer lining installation of at least 25,000 linear feet of 8-inch or greater in public right of way, calcium cleaning and root removal from sanitary sewer systems, and manhole lining and rehabilitation within public right of way. Bidders are encouraged to submit supplemental relevant project history in addition to the projects listed below." 2) Page E-20; Section 7-6 BID ITEM DESCRIPTIOIN;Add the following: "7-6.14 Repair Active Infiltration at pipe joints with Pressure Grouting with Chemical Grout for 8"or 10" Dia.VCP: Bid Item 14 A. This bid item shall be paid at the unit price per each joint, with an estimated amount of 3 to 5 gallons of chemical grout per joint. Pipe joints with a chemical grout quantity greater than 5 gallons will be paid a prorated portion of the actual gallons to the 5 gallon quantity. B. Joint Pressure Chemical Grount shall be compatible with mainline lining material." 3) APPENDIX H, LOCATION MAPS AND INFORMATIONAL PIPE RUN GRAPHS AND SEWER VIDEO LISTS AND HYPER LINKS; Omit the last page of Appendix H showing the hyperlinks to the sewer videos and insert CC-1728 FY 22/23 Sewer Inspection Video List,attached. This is to acknowledge receipt and review of Addendum Number Two,dated June 22,2023. Company Name 1 ea 7,3 Date 1 of 1 of Addendum No.2 CC-1728 FY 22/23 Sewer Inspection Video List Please contact John Dettle at john.Dettle@surfcity-hb.org with any issues,comments,or concerns RD 138 Street MH Start MH End Direct Video Link Upload Date Columbia Lane 1290 1338 https://vimeo.com/838736552?share=copy 6/22/2023 Columbia Lane 1338 1359 https://vimeo.com/838734318?share=copv 6/22/2023 Columbia Lane 1359 1392 https://vimeo.com/838737448?share=copv 6/22/2023 Columbia Lane 1505 1541 https://vimeo.com/838738520?share=copv 6/22/2023 Columbia Lane 1541 1560 https://vimeo.com/838739780?share=copv 6/22/2023 McFadden Avenue 1584 1583 https://vimeo.com/838740843?share=copy 6/22/2023 RD 139 Street MH Start MH End Direct Video Link Upload Date McFadden Avenue 1585 1584 https://vimeo.com/838748474?share=copy 6/22/2023 McFadden Avenue 1587 1585 https://vimeo.com/838750119?share=copy 6/22/2023 McFadden Avenue 1588 1587 https://vimeo.com/838751751?share=copv 6/22/2023 Hanover Lane 1472 13351 https://vimeo.com/838753150?share=copv 6/22/2023 Hanover Lane 1509 1587 https://vimeo.com/838753644?share=copy 6/22/2023 Capri Circle 1543 1588 https://vimeo.com/838755038?share=copv 6/22/2023 Hanover Lane 13351 1509 https://vimeo.com/838756129?share=copy 6/22/2023 RD 149 Street MH Start MH End Direct Video Link Upload Date Sunburst Lane 1631 1647 https://vimeo.com/838757768?share=copy 6/22/2023 Whiteoak Lane 1651 1623 https://vimeo.com/838760094?share=copy 6/22/2023 Vesper Circle 1652 1651 https://vimeo.com/838760839?share=copy 6/22/2023 Greer Park South 1670 1664_https://vimeo.com/838761789?share=copy 6/22/2023 Chestnut Drive 1677 1678 https://vimeo.com/838762628?share=copv 6/22/2023 Chestnut Drive 1678 1670 https://vimeo.com/838763586?share=copv 6/22/2023 Whiteoak Lane 1681 1651 https://vimeo.com/838764560?share=copv 6/22/2023 Woodside Circle 1683 1681 https://vimeo.com/838765463?share=copv 6/22/2023 Sunflower Lane 1711 1679 https://vimeo.com/838766388?share=copy 6/22/2023 Whiteoak Lane 1713 1681 https://vimeo.com/838767448?share=copv 6/22/2023 Sunburst Lane 1715 1677 https://vimeo.com/838768502?share=copy 6/22/2023 Sunflower Lane 1774 1711 https://vimeo.com/838769481?share=copv 6/22/2023 Sunburst Lane 1775 1715 https://vimeo.com/838770240?share=copy 6/22/2023 RD 167 Street MH Start MH End Direct Video Link Upload Date Graham Street 3186 3025 https://vimeo.com/838771317?share=copy 6/22/2023 Graham Street 3403 3325 https://vimeo.com/838772751?share=copv 6/22/2023 Graham Street 3467 3403 https://vimeo.com/838773573?share=copv 6/22/2023 RD 434 Street MH Start MH End Direct Video Link Upload Date Bellmead Drive 7936 7938 https://vimeo.com/838774631?share=copv 6/22/2023 Briarly Lane 8163 8215 https://vimeo.com/838775712?share=copv 6/22/2023 Larkport Drive 8131 8133 https://vimeo.com/838777053?share=copy 6/22/2023 Larkport Drive 8133 8134 https://vimeo.com/838778256?share=copv 6/22/2023 Larkport Drive 8134 8135 https://vimeo.com/838778968?share=copy 6/22/2023 Leecrest Lane 8222 8166 https://vimeo.com/838779876?share=copy 6/22/2023 Mossford Drive 8037 8039 https://vimeo.com/838781807?share=copv 6/22/2023 Mossford Drive 8039 8042 https://vimeo.com/838780893?share=copy 6/22/2023 Mossford Drive 8042 8039 https://vimeo.com/838782470?share=copv 6/22/2023 Phoenix Lane 7741 7659 https://vimeo.com/838783444?share=copy 6/22/2023 Phoenix Lane 7659 7741 https://vimeo.com/838784466?share=copv 6/22/2023 Sacramento Lane 7519 7423 https://vimeo.com/838807277?share=copy 6/22/2023 Pierre Drive 7520 7519 https://vimeo.com/838808425?share=copv 6/22/2023 Phoenix Lane 7604 7659 https://vimeo.com/838809625?share=copy 6/22/2023 Sacramento Lane 7612 7519 https://vimeo.com/838810816?share=copv 6/22/2023 Sacramento Lane 7669 7612 https://vimeo.com/838811950?share=copy 6/22/2023 Sacramento Lane 7740 7669 https://vimeo.com/838813830?share=copy 6/22/2023 Boise Drive 7740 7741 https://vimeo.com/838814571?share=copy 6/22/2023 Phoenix Lane 7741 7659 https://vimeo.com/838815218?share=copy 6/22/2023 Doremere Drive 7844 7845 https://vimeo.com/838815870?share=copv 6/22/2023 Doremere Drive 7845 7847 https://vimeo.com/838816836?share=copy 6/22/2023 Doremere Drive 7847 7849 https://vimeo.com/838817896?share=copv 6/22/2023 Doremere Drive 7849 7850 https://vimeo.com/838818710?share=copy 6/22/2023 Briarly Lane 7887 7995 https://vimeo.com/838819464?share=copv 6/22/2023 Bellmead Drive 7938 7939 https://vimeo.com/838820443?share=copv 6/22/2023 Bellmead Drive 7939 7940 https://vimeo.com/838821148?share=copy 6/22/2023 Briarly Lane 7995 8130 https://vimeo.com/838822216?share=copv 6/22/2023 Mossford Drive 8034 8037 https://vimeo.com/838822805?share=copy 6/22/2023 Mossford Drive 8039 8042 https://vimeo.com/838823332?share=copy 6/22/2023 Larkport Drive 8130 8131 https://vimeo.com/838823874?share=copv 6/22/2023 Lowmead Drive 8219 8222 https://vimeo.com/838824390?share=copv 6/22/2023 RD 443 NO VIDEOS AVAILABLE RD 456 Street MH Start MH End Direct Video Link Upload Date Reef Lane 9397 9321 https://vimeo.com/838833330?share=copy 6/22/2023 Reef Lane 9463 9397 https://vimeo.com/838834020?share=copv 6/22/2023 Paisley Lane 9168 9242 https://vimeo.com/838829977?share=copy 6/22/2023 Caithness Drive 9171 9170 https://vimeo.com/838830421?share=copv 6/22/2023 Troon Lane 9246 9312 https://vimeo.com/838832160?share=copv 6/22/2023 Zetland Drive 9246 9244 https://vimeo.com/838831596?share=copy 6/22/2023 Paisley Lane 9381 9436 https://vimeo.com/838834911?share=copv 6/22/2023 Netherway Drive 9382 9381 https://vimeo.com/838835429?share=copy 6/22/2023 lona Lane 9384 9435 https://vimeo.com/838836033?share=copy 6/22/2023 Erskine Drive 9435 9438 https://vimeo.com/838836505?share=copy 6/22/2023 Queens Park Lane 9286 9340 https://vimeo.com/838836968?share=copy 6/22/2023 Dumbreck Drive 9286 9312 https://vimeo.com/838832757?share=copv 6/22/2023 Erskine Drive 9434 9436 https://vimeo.com/838837748?share=copv 6/22/2023 Erskine Drive 9437 9436 https://vimeo.com/838838200?share=copy 6/22/2023 Erskine Drive 9438 9437 https://vimeo.com/838838596?share=copy 6/22/2023 Netherway Drive 9354 9384 https://vimeo.com/838839277?share=copy 6/22/2023 Queens Park Lane 9340 9354 https://vimeo.com/838839824?share=copy 6/22/2023 Zetland Drive 9243 9242 https://vimeo.com/838831034?share=copv 6/22/2023 Dumbreck Drive 9312 9317 https://vimeo.com/838840466?share=copy 6/22/2023 Queens Park Lane 9407 9354 https://vimeo.com/838841278?share=copy 6/22/2023 Queens Park Lane 9486 9407 https://vimeo.com/838841947?share=copy 6/22/2023 Brookhurst 9132 9326 https://vimeo.com/838828315?share=copv 6/22/2023 Brookhurst 9071 9132 https://vimeo.com/838825164?share=copv 6/22/2023 Brookhurst 9326 9480 https://vimeo.com/838826163?share=copv 6/22/2023 RD 466 Street MH Start MH End Direct Video Link Upload Date Brookhurst 10751 10054 https://vimeo.com/838842430?share=copy 6/22/2023 Brookhurst 10054 10111 https://vimeo.com/838844132?share=copv 6/22/2023 Brookhurst 10111 10127 https://vimeo.com/838844408?share=copy 6/22/2023 PAGE 1 OF 2 CIPP Corporation Pipe Wall Thickness Design ASTM F1216-09-FULLY DETERIORATED GRAVITY PIPE CONDITIONS WITH PARTIALLY DETERIORATED CHECK Copyright October 3,2001,PEC Inc.,Helena,Montana Updated 2-24-2016 rip PROJECT: Huntington Beach FY 2021/22 Sewer Lining 8,. , D= Mean Inside Diameter of Orginal Pipe(in)= 8.0 inches H= Height of soil above top of pipe 10.0 feet W= Soil Density 120 lb/ft3 H.= Height of water above tog of pipe 7.0 feet o= Percent ovality of orginal pipe 2.0%% EL= Long term modulus of elasticity for CIPP 125,000 psi 50%of short term modulus aL Long Term Flexural Strength = 4,500 psi . Es= modulus of soil reaction 1000 psi 1000 psi for soil meeting conditions in this table Soil Class I %Compaction . N= Safety Factor 2.0 SC1 Dumped SC2 85% SC3 90% Rw Water Bouyancy Factor(0.67 min.) SC4 95% 1-0.33(H„/H) 0.769 Dead Load(Wd)=W H R,J144 Height of Cover Dead Load(Wd)= 6.41 psi ift) Live Load Transferred to Pipe (Ibshn2) Highway H2O Railway E80 Airport 3 Groundwater Load (W„)=H..(62.4/144) 2 5.56 26.39 13.14 Groundwater Load(W„)= 3.03 psi 3 4.17 23.61 12.28 ©MENZMINIKIIMMI 10.09 Live Load(Wt)Enter From Table 7 1.22 12.15 7.85 w Live Load (HWY=2,RR=3, AIRPT=4) 2 -»> 8 0.69 11.11 6.93 Live Load(W,)= 0.00 psi 10 0 7.64 6.09 12 0 5.56 4.76 qr=Total External Pressure on Pipe= 14 0 4.17 3.06 (Wa+We+Wi)= 9.44 psi 16 0 3.47 2.29 ®oMKIMMIEKIIMI IIMIIIIMEMIIIIIMIIIIIIIMINIIMINICIONII 11 ' 0.69 III ' ®000 MIIMECIMI000 Thickness Required for Buckling Pressure (ASTM F1216-09 EQ X1.3) qr= (1/N)[32R„.B'E',C(Ev/D3)]t'°t 9.44 psi EQ.X1.3 I= Moment of Inertia of CIPP=t3/12 B'= Coefficient of elastic support =141+(4)(e^(-.065H))1= 0.324 C= Ovality reduction factor =[(1-0/100)/(1+p/100)2]3 0.836 t= Pipe wall thickness= �j�][a!� • (0.721)(D)((Q1N)2/(R.)(e')(E'.)(EJ(C)]""' '�(<,/Minimum Wall Thickness(t)= 0.14 inches or 3.5 mm lict.x,":b.C'sc4):E rO AN 2 Recommended Wall Thickness(t)= 0.24 inches or I 6.0 I mm V or"if • Check Proposed Thickness for Minimum Thickness Requirement (ASTM 1216-09 EQ X1.4) E= Initial modulus of elasticity(2X long term EL)= 250,000 ,j' DR= Dimension Ratio=D/t 33.9 \V- O E/12(DR)3 5.093 in-lbs 0.536 (okay if greater than 0.093) EQ.X7.4 / 'TF OF CALF �� PAGE 2 OF 2 Partially Deteriorated Pipe Condition Check (ASTM 1216-09 EQ X1.1) Pw= Groundwater load= (2KELC/(1-v2)(DR-1)3N EQ.X1.5 DR= [2(K)(E1)(C)/((Pw)(N)(1-v2)))hn)+1 • oL 'Long Term Flexural Strength = 4,500 psi Pw= 62.4(H6+D/12)/144 3.32 psi K= Soil and existing pipe enhancement factor 7.00 v= Poisson's Ratio 0.3 DR= 63.3 Minimum Wall Thickness 0.13 inches or 3.2 mm Minimum Pipe Wall Thickness for Ovality (ASTM 1216-09 EQ X1.2) (1.5N100)(1+N100)(DR)2-0.5(1+A/100)(DR)-(aL)/(PW)(N)=0 EQ.X1.2 Solution of the Quadratic Equation for DR D R=-b±S Q RT(b^2-4 a c)/2a a= (1.5A/100)(1+N100) = 0.0306 b= 0.5(1+A/100) 0.5100 c= (oL)/(Pw)(N) -677.3 Maximum DR(ovality)= 140.7 Min.Wall Thickness(ovality)= 0.06 inches or 1.5 mm Minimum Wall Thickness (t)= 0.14 inches 3.5 mm Recommended Wall Thickness (t)= 0.24 inches 6.0 mm PAGE 1 OF 2 CIPP Corporation Pipe Wall Thickness Design ASTM F1216-09-FULLY DETERIORATED GRAVITY PIPE CONDITIONS WITH PARTIALLY DETERIORATED CHECK Copyright October 3,2001,PEC Inc.,Helena,Montana Updated 2-24-2016 riP PROJECT: Huntington Beach FY 2021/22 Sewer Lining 12" D= Mean Inside Diameter of Orginal Pipe(in)= 12.0 inches H= Height of soil above top of pipe 15.0 feet W= Soil Density 120 lb/ft3 H„,= Height of water above)QQ of pipe 10.0 feet A= Percent ovality of orginal pipe 2.0%% EL= Long term modulus of elasticity for CIPP 125,000 psi 50%of short term modulus 0L Long Term Flexural Strength = 4,500 psi Es= modulus of soil reaction 1000 psi 1000 psi for soil meeting conditions in this table Soil Class I %Compaction N= Safety Factor 2.0 SC1 Dumped SC2 85% SC3 90% R„, Water Bouyancy Factor(0.67 min.) SC4 95% 1-0.33(H„/H) 0.780 Dead Load(Wd)=W H R„J144 _ Live Loads on Pipe(PSI) Hei•ht' . Dead Load(Wd)= 9.75 psi ILO" ---o7r2"f:i d 4tIc'i`r-"`.o ovirlw "- Highway H2O Railway E80 2 Airport 3 1 12.50 Groundwater Load (W.„)=Hw(62.4/144) 2 5.56 26.39 13.14 Groundwater Load(W„)= 4.33 psi 3 4.17 23.61 12.28 4 2.78 18.40 11.27 5 1.74 16.67 10.09 6 1.39 15.63 8.79 Live Load(W.)Enter From Table 7 1.22 12.15 7.85 Wi Live Load (HWY=2,RR=3, AIRPT=4) 2 a" 8 0.69 11.11 6.93 Live Load(W.)= 0.00 psi 10 0 7.64 6.09 12 0 5.56 4.76 qi=Total External Pressure on Pipe= 14 0 4.17 3.06 (Wa+Ww+Wi)= 14.08 psi 16 0 3.47 2.29 18 0 2.78 1.91 20 0 2.08 1.53 22 0 1.91 1.14 24 0 1.74 1.05 26 0 1.39 0 28 0 1.04 0 30 0 0.69 0 35 0 0 0 40 0 0 0 Thickness Required for Buckling Pressure (ASTM F1216-09 EQ X1.3) qi= (1/N)(32R„B'E',C(E)D31]t'�1 14 08 psi EQ.X1.3 I= Moment of Inertia of CIPP=t3/12 B'= Coefficient of elastic support =1/f1+(4)(e^(-.065H))1= 0.399 C= Ovality reduction factor =[(1-A/100)/(1+A/100)2]3 0.836 t= Pipe wall thickness= (0.721)(D)[(C.N)2/(Rw)(B')(E'.)(EL)(C))tta1 •I.OFE ti 4 ,,,, Minimum Wall Thickness(t)= 0.25 inches or 6.4 mm f ,,,,,. 7 ,• \� Recommended Wall Thickness(t)= 0.33 inches or I 8.5_I mm D CI m . Check Proposed Thickness for Minimum Thickness Requirement (ASTM 1216-09 EQ X1.4) d i. • ,O./E= Initial modulus of elasticity(2X long term EL)= 250,000 ' / DR= Dimension Ratio=D/t 35.9 fr 0. Nit. �P E/12(DR)3 2.093 in-Ibs 0.452 (okay if greater than 0 093) EQ.X1.4 OF CAt.IFO � PAGE 2 OF 2 Partially Deteriorated Pipe Condition Check (ASTM 1216-09 EQ X1.1) Ps,= Groundwater load= (2KELC/(1-v2)(DR-1)3N EQ.X1.5 • DR= [2(K)(E1)(C)/((Pw)(N)(1-v2)))")+1 aL Long Term Flexural Strength = 4,500 psi Pw= 62.4(Hw+D/12)/144 ,4.77 psi K= Soil and existing pipe enhancement factor 7.00 v= Poisson's Ratio 0.3 DR= 56.2 Minimum Wall Thickness 0.21 inches or 5.4 mm Minimum Pipe Wall Thickness for Ovality (ASTM 1216-09 EQ X1.2) (1.50/100)(1+0/100)(DR)2-0.5(1+0/100)(DR)-(aL)/(PW)(N)=0 • EQ.X1.2 ' Solution of the Quadratic Equation for DR • DR=-b±SQRT(b^2-4ac)/2a a= (1.5A/100)(1+A/100) = 0.0306 b= .0.5(1+p/100) 0.5100 c= (OL)/(Pw)(N) -472.0 Maximum DR(ovality)= 116.1 Min.Wall Thickness(ovality)= 0.10 inches or . 2.5 mm Minimum Wall Thickness (t)= 0.25 inches 6.4 mm Recommended Wall Thickness (t)= 0.33 inches 8.5 mm • • • • • • • • • • • • • • 1 PAGE 1 OF 2 CIPP Corporation Pipe Wall Thickness Design ASTM F1216-09-FULLY DETERIORATED GRAVITY PIPE CONDITIONS WITH PARTIALLY DETERIORATED CHECK Copyright October 3,2001,PEC Inc.,Helena,Montana Updated 2-24-2016 rip PROJECT: Huntington Beach FY 2021/22 Sewer Lining 15" D= Mean Inside Diameter of Orginal Pipe(in)= 15.0 inches H= Height of soil above top of pipe 15.0 feet W= Soil Density 120 Ib/ft3 Hs.,= Height of water above tog of pipe 10.0 feet A= Percent ovality of orginal pipe 2.0%% EL= Long term modulus of elasticity for CIPP 125,000 psi 50%of short term modulus aL Long Term Flexural Strength = 4,500 psi Es= modulus of soil reaction 1000 psi 1000 psi for soil meeting conditions in this table Soil Class I %Compaction N= Safety Factor 2.0 SC1 Dumped SC2 85% SC3 90% Rw Water Bouyancy Factor(0.67 min.) SC4 95% 1-0.33(H„/H) 0.780 sr ti r s arZ r ' Dead Load(Wd)=W H Rw1144 , Height of Cover Dead Load(Wd)= 9.75 psi 1 Live Load Transferred to Pipe,(Ibs/in2) Highway H2O Railway E80 Airport 0MIE111ENNI-- Groundwater Load (Ww)=Hw(62.4/144) 2 5.56 26.39 13.14 Groundwater Load(Ww)= 4.33 psi 3 4.17 23.61 12.28 0 t 18.40 © inumminalm 10.09 Live Load(W1)Enter From Table 7 1.22 12.15 7.85 Wi Live Load (HWY=2,RR=3, AIRPT=4) 2 »> 8 0.69 11.11 6.93 Live Load(W1)= 0.00 psi 10 0 7.64 6.09 12 0 5.56 4.76 q,=Total External Pressure on Pipe= 14 0 4.17 3.06 (We+Ww+W,)= 14.08 psi 16 0 3.47 2.29 mom® IlEo1=11=o Ilit: 0 0.69 0 ®000 mono Thickness Required for Buckling Pressure (ASTM F1216-09 EQ X1.3) q,= (1/N)[32R.,B'E',C(Ei,/D3)]n/21 14.08 psi EQ.X1.3 I= Moment of Inertia of CIPP=t3/12 B'= Coefficient of elastic support =1/f1+(4)(e"(-.065H)11= 0.399 C= Ovality reduction factor =[(1-Ali 00)/(1+A/100(213 0.836 t= Pipe wall thickness= (0.721)(D)[(g1N)2/(Rw)(B')(E'.)(EL)(C)]11'3l ..OE •4 Minimum Wall Thickness(t)= 0.31 inches or 8 mm DI sey Recommended Wall Thickness(t)= 0.42 inches or I 10.7 I mm ,l /8 O ..A la Check Proposed Thickness for Minimum Thickness Requirement (ASTM 1216-09 EQ X1.4) - ����",� E= Initial modulus of elasticity(2X long term EL)= 250,000 fir 3/�f /f DR= Dimension Ratio=D/t 35.6 , E/12(DR)3 t.093 in-lbs 0.461 (okay if greater than 0.093) EQ.X1.4 .. C l� m!�rE OF CA1.�F PAGE 2 OF 2 Partially Deteriorated Pipe Condition Check (ASTM 1216-09 EQ X1.1) Pw= Groundwater load= (2KELC/(1-v2)(DR-1)3N EQ.X1.5 DR= 12(K)(EL)(C)/((Pw)(N)(1-v2U)i'r')+1 aL Long Term Flexural Strength = 4,500 psi Pw= 62.4(Hw+D/12)/144 4.88 psi K= Soil and existing pipe enhancement factor 7.00 v= Poisson's Ratio 0.3 DR= 55.8 Minimum Wall Thickness 0.27 inches or 6.8 mm Minimum Pipe Wall Thickness for Ovality (ASTM 1216-09 EQ X1.2) (1.58/100)(1+o/100)(DR)2-0.5(1+p/100)(DR)-(oL)/(Pw)(N)=0 EQ.X1.2 Solution of the Quadratic Equation for DR D R=-b±S Q RT(b^2-4ac)/2a a= (1.5a/100)(1+a/100) _ . 0.0306 b= 0.5(1+A/100) 0.5100 • c= (aL)/(Pw)(N) -461.5 Maximum DR(ovality)= 114.8 Min.Wall Thickness(ovality)= 0.13 inches or 3.3 mm Minimum Wall Thickness (t)= 0.31 Inches 8.0 mm • Recommended Wall Thickness (t)= 0.42 inches 10.7 mm SANCON TECHNOLIGES, INC, GENERAL ENGINEERING CONTRACTOR: . Tel: (714)902-0115 STATE CONTRACTORS LICENSE#774055,CLASS'A' Fax:(714)902-0121 • Sancon CIP Cured-in-Place-Pipe (CIPP) This is to certify that Sancon Technologies is a certified installer of the Sancon CIPP Cured-in-Place Pipe Lining System / Process. Sancon CIPP is a resin impregnated composite felt tube, which can be cured in place by hot water, steam or ambient conditions after water inversion (ASTM F-1216) or pull- in installation (ASTM F-1743) inside of an existing host,pipe (sewer, storm drain, etc.). Once fully cured, it provides a jointless, seamless, continuous structural pipe within a pipe that covers holes, voids or cracks in the existing pipe while effectively preventing root intrusion, ground water infiltration& any possible ex-filtration to the surrounding.soil while increasing the overall pipe flow capacity. When analyzed for a fully deteriorated host pipe condition, it effectively creates a new 50-year design life pipe within the existing host pipe with structural capabilities that exceed the original host pipe. • Sancon CIPP Cured in Place Pipe Liner can be formulated and made using any of the below listed Greenbook approved Vinylester Resin systems to be in compliance with the physical and chemical resistance testing required by The Standard Specifications for Public Works Construction,"Greenbook" (2015 Edition)per Section 500-1.4.:Ashland 06405(formerly Chemtron B9220),AOC LO10 PPA or • Interplastics CORVE 8190. Sancon CIPP is installed in accordance with ASTM F-1216 or ASTM F-1743 as specified by a • particular project and/or as recommended by the manufacturer/installer. Sancon CIPP is a custom designed pipe liner that is available for pipes sizes 4" through 48" and is installed.in custom lengths up to 2500' long. Please refer to ASTM F1216 or ASTM F1743 and SSPWC 500-1.4 for installation and design details for this product. Sancon CIPP is custom designed to specific site conditions and built to exact specifications for each job. It is assembled and QC'd locally in our Huntington Beach Facility. Once installed, CIPP requires minimal line maintenance. Maximum jetting pressure shall be no more than 1,500 PSI, and aggressive cleaning nozzles such as Lumberjacks, chain flails, Warthogs, root cutting equipment,etc. should not be used or else liner damage may occur. Physical Properties Property ASTM Method Value Flexural Strength D790 4,500 psi Flexural Modulus D790 250,000 psi Tensile Strength D638 3,000 psi Tensile Modulus D638 250,000 psi 5881 Engineer Drive Huntington Beach;CA 92649 INTERPLASTIC CORPORATION 1NTERPLASTIC 2015 Broadway Street Northeast r{-._ ® Minneapolis, MN 55413-1714 651.481.6860 Fax 612.331.4634 CORVE8190 Series Cured-in-Place Pipe Resin This packet contains information typically required when submitting a resin designed for the CIPP process to a municipality. Included is the following information for CORVE8190 Series resin: ➢ Technical Data Sheet(TDS) • Includes product specifications • Includes typical physical properties of the resin • Includes typical physical properties of a felt impregnated composite ➢ Fourier Transform Infrared (FTIR) Spectrum on the Liquid Resin ➢ Safety Data Sheet(SDS) • Corrosion Test Data • :A summary of the data as it relates to ASTMs D543, D5813,.F1216, and F1743 • Raw data for 1 month and 12 month testing performed by a third party test laboratory ➢ ASTM D2990 Flexural Creep Modulus Data If additional information is required, or for any specific questions regarding this resin, please contact: Jason Schiro Business Manager-Pipeline Remediation Polymers 651.757.3961 (office) 612.356.3343 (cell) ischirointerplastic.com All specifications and properties specified above are approximate. Specifications and properties of material delivered may vary slightly from those given above. Interplastic Corporation makes no representations of fact regarding the material except those specified above. No person has any authority to bind Interplastic Corporation to any representation except those specified above. Final determination of the suitability of the material for the use contemplated Is the sole responsibility of the Buyer. The Thermoset Resin Division's technical sales representatives will assist in developing procedures to fit Individual requirements. . : ._ . a. CORVE8190 ColifErYilf Thixotropic Vinyl Ester Resin i „aid111111 Technical Data Sheet CORVE8190 is a promoted,thixotropic,corrosion resistant,epoxy vinyl ester resin for use in the manufacture of liner pipe using cured-in-place techniques:The corrosion resistance of this resin is comparable to that of CORVE8100.Data on any specific testing or corrosion recommendations will be supplied upon request. FEATURES BENEFITS • Moderate Composite Exotherm • Resistant to distortion during cure cycle . . • Fast Cure Time • Shorter cycle times and fast hardness development High▪ Good Fiberglass Wet-Out • Hi gh composites.physical properties •• Tested Under ASTM D2990 for Flexural Modulus Creep • Retains structural integrity under load in severe conditions RELATED PRODUCTS GEL TIME CORVE8190(Viscosity 2,000-4,000;Thixotropic Index 2.9-3.9) 10-20 Minutes(RTCS>24 Hours) CORVE8190M(Viscosity 2,000-4,000;Thixotropic index 2.9-3.9;Odor-masked).. 10-20 Minutes(RTCS>24 Hours) CORVE8190SM(Viscosity 2,000-4,000;Thixotropic Index 2.9-3.9 Odor-masked) 18-25 Minutes(RTCS>40 Hours) i_1QUID PROPERTIES , RESULTS Viscosity,Brookfield Model RV,#4 Spindle @ 20 rpm,77°F.(25°C),cPs 2,000-4,000 Thixotropic Index. 2.9-3.9 Gel Time run in a 140°F(60°C)water bath,initiated with 1.0 phr of Perkadox 16 and 0.5 phr of Trigonox C' Gel Time,130°F to 150°F(54-66°C),min:sec 10:00-20:00 Gel to Peak,150°F(66°C)to Peak Exotherm Time,min:sec 2:00-10:00 Peak Exotherm 310-.400°F(154-204°C) Non-Volatile Content,.°/a 58.0-66.0 Room Temperature Catalyzed Stability,hours >24 Weight per Gallon,lbs. 8.80-9.00 TYPICAL PROPERTIES Thickness 118 inch(3.2 mm)Casting 1/4 inch(6.4 mm)Laminate Construction Not Applicable CIPP Felt Laminate Flexural Strength,ASTM D790 .19,100 psi 132 .MPa. 11,000 psi-. 76 MPa . Flexural Modulus,ASTM D790 4.7x106 psi 3,241 MPa. 5.1 x 106 .psi - 3,500 MPa Tensile Strength,ASTM D638 11,000 psi 76:. MPa 6,800 psi 47 MPa.. Tensile Modulus,ASTM.D638 4.6x 105 psi 3,172 . MPa 5.3x 106 psi 3 700 MPa. Tensile Elongation,ASTM D638 4.2 % 4.2 % 2.0 % 2.0 % Barcol Hardness,934-1 gauge,ASTM D2583 36 36 N/A N/A . Heat Distortion Temperature,ASTM D648 . .. 215 °F 102- °C 197. °F 92 °C *Gel time and reactively will vary due to the type and concentration of Free Radical Initiator(catalyst),shop temperature,humidity,and type of filters used.In order to meet your Individual needs consult our technical sales representative for assistance. At specifications and properties specified above are approximate.Specifications and properties of material delivered may vary slightly INTERPLASTIC CORPORATION from those given above.Interplastic Corporation makes no representations of fact regarding the material except those specified above.." 2015 Northeast. Broadway Street No person has any authority to bind Interplastie Corporation to any representation except those specified above.Final determination of Minneapolis,5Minnesota 55413-1775 the suitability of the materiel for the use contemplated Is the sole responsibility of the Buyer.Our technical sales representatives will assist in developing procedures to fit Individual requirements.but ell advice Is accepted at yourdsk and should be checked for 651.481.6860 Fax 612.331.4235 suitabiity to your particular processes.These test data and properties ere based on results obtained fora specific material under the 860 Fax 12.33i .4235 specified test conditions.They are not to be used as specifications and are not warranted as performance attributes for any product or ww .com system.Specifications end properties of standard production material may very slightly from those in this report.Interplasuc Corporation makes no warranties regarding any material and/or samples described in Otis report unless that representation Is provided to your company in writing by a Technical Director of Interpiastic Corporation or one of his or her managers. Revised:7/17 izti: INTERPLASTIC CORPORATION 1NTERPLASTIC r i 2015 Northeast Broadway Street € yrt � Minneapolis,Minnesota 55413-1775 (651)481-6860 Fax(612)331-4235 • CORVE8190 Liquid .Resin 1 0.65-CORVE8190 Res iri with Monomer 0.60 : 0.55- D.50 { . 0.45 : I 0.40% ;.. m 0.351 4 N . 'El0.30 1 I\ ; 0.25 \ \\1\I:s11 1 0.201 1 1 kiii f. 0.15 i 0.10 \J It i 0.05 O.DO.� l 4000`. 3500 3000 2500 2000 1500 1.000 . Wavenumbers(cm-1) All specifications and properties specified above are appropriate.Specifications and properties of material delivered may vary slightly frbm:those given above.Interplastic Corporation makes no representations of fact regarding,the material except those specified above.No person has any authority to bind Interplastic Corporation to any representation except those specified above.Final determination of the suitability of the material for the use contemplated is the sole responsibility of the Buyer.Interplastic Corporation's sales representatives are available to assist in developing procedures to fit individual requirements. • SAFETY DATA SHEET POP" INTERPLASTIC • Vinyl Ester Base Resin kap..-4111111 Section 1. Identification GHS product identifier Vinyl Ester Base Resin Product code : CORVE8190 Other means of identification : Vinyl Ester Resin Product type : Liquid. Relevant identified uses of the substance or mixture and uses advised against Industrial applications. Supplier's details INTERPLASTIC CORPORATION 1225 Willow Lake Boulevard St.Paul, MN 55110-5145 651.481.6860 Emergency.telephone : CHEMTREC 24-Hour Emergency Telephone number(with hours of US and Canada 800.424.9300 operation) Outside US and Canada+1703.741.5970 Section 2. Hazards identification OSHA/HCS status : This material is considered hazardous by the OSHA Hazard Communication Standard (29 CFR 1910.1200). Classification of the : FLAMMABLE LIQUIDS-Category 3 substance or mixture ACUTE TOXICITY(inhalation)'-Category 4 SKIN IRRITATION-Category 2 EYE IRRITATION-Category 2A SPECIFIC TARGET ORGAN TOXICITY(SINGLE EXPOSURE)(Respiratory tract irritation)-Category 3 SPECIFIC TARGET ORGAN TOXICITY(REPEATED EXPOSURE)(hearing organs)- Category 1 Percentage of the mixture consisting of ingredient(s)of unknown,dermal toxicity:.40.2% Percentage of the mixture consisting of ingredient(s)of unknown inhalation toxicity:1.3% GHS label elements Hazard pictograms • Signal word : Danger Hazard statements : Flammable liquid and vapor. Harmful if inhaled. Causes serious eye irritation. Causes skin irritation. May cause respiratory irritation. Causes damage to organs through prolonged or repeated exposure. (hearing organs) Precautionary statements Date of Issue/Date of revision :6/3/2019 Date of previous Issue :9/4/2018 Version :1.01 1/14 Kw/Ester Base Resin CORVE8190 Section 2. Hazards identification Prevention' ': Wear protective gloves. Wear eye or face protection. Keep away from heat,hot surfaces,sparks,open flames and other ignition sources.No smoking. Use explosion- proof electrical,ventilating, lighting and all material-handling equipment. Use only non- sparking tools. Take precautionary,measures against static discharge. Keep container tightly closed. Use only outdoors or in a well-ventilated area. Do not breathe vapor. Do . not eat,drink or smoke when using this product. Wash hands thoroughly after handling. Response : Get medical attention if you feel unwell. IF INHALED: Remove person to fresh air and keep comfortable for breathing.' Call a POISON CENTER or physician if you feel unwell. iF ON SKIN (or hair): Take off immediately all contaminated clothing. Rinse skin with water or shower: IF ON SKIN: Wash with plenty of soap and water. Take off • contaminated clothing and wash it before reuse. If skin irritation occurs: Get medical attention. IF IN EYES: Rinse cautiously with water for several minutes. Remove contact lenses, if present and easy to do.Continue rinsing. If eye irritation persists: Get medical attention. Storage : Store in a well-ventilated place. Keep cool. Store containers in a safe place. Disposal Dispose of contents and container in accordance with all local, regional, national and international regulations. Do not pressurize,cut,weld, braze,solder,drill,grind or . expose containers to heat or sources of ignition. Hazards not otherwise : None known. classified Section 3. Composition/information on ingredients rSubstance/mixture : Mixture Other means of ::'Vinyl Ester Resin identification Ingredient name % CAS number styrene <=39.0 100 -42-5 Any concentration shown as a range is to protect confidentiality or is due to batch variation. Any concentration shown as exact is based on formula. There are no additional ingredients present which,within the current knowledge of the supplier and in the concentrations applicable,are classified as hazardous to health or the environment and hence require reporting in this section. • Occupational exposure limits,if available,are listed in Section 8. VOC content is listed in Section 9. Environmental composition Is shown in Section 15. Section 4. First aid measures Description of necessary first aid measures Eye contact : Immediately flush eyes with plenty of water,occasionally lifting the upper and lower eyelids. .Check for and remove any contact lenses. Continue to rinse for at least 10 minutes. Get medical attention. Buffered baby shampoo will aid in removal of resin. Inhalation : Remove victim to fresh air and keep at rest in a position comfortable for breathing. if it is suspected that fumes are still present,the rescuer should wear an appropriate mask or self-contained breathing apparatus. If not breathing, if breathing is irregular or if respiratory arrest occurs, provide artificial respiration or oxygen by trained personnel. It May be dangerous to the person providing aid to give mouth-to-mouth resuscitation. Get medical attention. If necessary,call a poison center or physician. if unconscious, place in recovery position and get medical attention immediately. Maintain an open. .. airway. Loosen tight clothing such as a collar,tie,belt or waistband. Date of Issue/Date of revision :6/3/2019 - Date of previous Issue :9/4/20 t8 Version :1.01: 2/14 I'n yi Ester Base Resin CORVEB190 Section 4. First aid measures Skin contact : Flush contaminated skin with plenty of water. Remove contaminated clothing and shoes. Continue to rinse for at least 10 minutes. Get medical attention. Wash clothing before reuse. Clean shoes thoroughly before reuse. Ingestion : Wash out mouth with water. Remove dentures if any.. Remove victim to fresh air and keep at rest in a position comfortable for breathing. if material has been swallowed and the exposed person is,conscious,give small quantities of water to drink. Stop if the exposed person feels sick as vomiting may be dangerous. Do not induce vomiting • unless directed to do so by medical personnel. if vomiting occurs,the head should be kept low so that vomit does not enter the lungs. Get medical attention following exposure or if feeling unwell. Never give anything by mouth to an unconscious person. If unconscious,place in recovery position and get medical attention immediately. Maintain an open airway.. Loosen tight clothing such as a collar,tie, belt or waistband. Most important symntomsleffects.acute and delayed Potential acute health effects Eye contact : Causes serious eye irritation. Inhalation : Harmful if inhaled. May cause respiratory.irritation. Skin contact : Causes skin irritation. . Ingestion No known significant effects or critical hazards. . Over-exposure signs/symptoms Eye contact : Adverse symptoms may include the following: pain or irritation watering redness Inhalation : Adverse symptoms may include the following: respiratory tract irritation coughing Skin contact : Adverse symptoms may include the following: irritation redness ingestion : No specific data. indication of immediate medical attention and special treatment needed.if necessary. Notes to.physician. : Treat symptomatically. Contact poison treatment specialist immediately if large quantities have been ingested or inhaled. Specific treatments : No specific treatment. Protection of first-alders : No action shall be taken involving any personal risk or without suitable training. If it is suspected that fumes are still present,the rescuer should wear an appropriate mask or self-contained breathing apparatus..it may be dangerous to the person providing aid to give mouth-to-mouth resuscitation. See toxicological information(Section 11) Section 5. Fire fighting measures Extinguishing media Suitable extinguishing, : Use dry chemical, 002,water spray(fog)or foam. media Unsuitable extinguishing : Do not use water jet. media Date of issue/Date of revision :8/3/2019 Date of previous issue :9/412018 Version :1.01 3/14 [any!Ester Base Resin CORVE8190 Section 5. Fire-fighting measures Specific hazards arising : Flammable liquid and vapor. Runoff to sewer may create fire or explosion hazard. In a from the chemical fire or if heated, a pressure increase will occur and the container may burst,with the risk • of a subsequent explosion. The vapor/gas is heavier than air and will spread along the ground. Vapors may accumulate in low or confined areas or travel a considerable distance to a source of ignition and flash back. Hazardous thermal : Decomposition products may include the following materials: decomposition products carbon dioxide carbon monoxide halogenated compounds metal oxide/oxides • Special protective actions : Promptly isolate the scene by removing all persons from the vicinity of the incident if for fire-fighters there is a fire. No action shall be taken involving any personal risk or without suitable training. Move containers from fire area if this can be done without risk. Use water spray to keep fire-exposed containers cool. Special protective : Fire-fighters should wear appropriate protective equipment and self-contained breathing equipment for fire-fighters apparatus(SCBA)with a full face-piece operated in positive pressure mode. Section 6. Accidental release measures • Personal precautions.protective equipment and emergency procedures For non-emergency : No action shall be taken involving any personal risk or without suitable training. personnel Evacuate surrounding areas. Keep unnecessary and unprotected personnel from entering. Do not touch or walk through spilled material. Shut off all ignition sources. No flares,smoking or flames in hazard area. Avoid breathing vapor or mist. Provide • adequate ventilation. Wear appropriate respirator when ventilation is inadequate. Put on appropriate personal protective equipment. For emergency responders : If specialized clothing is required to deal with the spillage,take note of any information in Section 8 on suitable and unsuitable materials. See also the information in"For non- emergency personnel". Environmental precautions : Avoid dispersal of spilled material and runoff and contact with soil,waterways,drains and sewers. Inform the relevant authorities if the product has caused environmental pollution(sewers,waterways, soil or air). Methods and materials for containment and cleaning up Small spill : Stop leak if without risk. Move containers from spill area. Use spark-proof tools and explosion-proof equipment. Dispose of via a licensed waste disposal contractor. Absorb with an inert material and transfer the spilled material and absorbent to an appropriate waste disposal container. Wear appropriate respirator when ventilation is inadequate. Wear eye/face protection. Large spill : Stop leak if without risk. Move containers from spill area. Use spark-proof tools and explosion-proof equipment. Approach release from upwind. Prevent entry into sewers, water courses, basements or confined areas. Contain and collect spillage with non- combustible,absorbent material e.g. sand, earth,vermiculite or diatomaceous earth and place in container for disposal according to local regulations(see Section 13). Dispose of via a licensed waste disposal contractor. Contaminated absorbent material may pose the same hazard as the spilled product. Note: see Section 1 for emergency contact information and Section 13 for waste disposal. Wear appropriate respiratory protection. Wear protective clothing and eye or face protection: Date of Issue/Date of revision :6/3/2019 Date of previous issue :9/4/2018 Version :1.01 4/14 piny!Ester Base Resin•- CORVE8190 Section 7. Handling and storage Precautions for safe handling Protective measures Put on appropriate personal protective equipment(see Section 8). Do not breathe vapor or mist. Do not ingest. Avoid contact with eyes,skin and clothing. Use only with adequate ventilation. Wear appropriate respirator when ventilation is inadequate. Do not enter storage areas and confined spaces unless adequately ventilated. Keep in the original container or an approved alternative made from a compatible material,kept tightly closed when not in use. Store and use away from heat,sparks,open flame or any other ignition source."Use explosion-proof electrical(ventilating,lighting and material handling)equipment. Use only non-sparking tools. Take precautionary measures against electrostatic discharges. Empty containers retain product residue and can be hazardous. Do not reuse container. Advice on general : Eating,drinking and smoking should be prohibited in areas where this material is occupational hygiene handled,stored and processed. Workers should wash hands and face before eating, drinking and smoking. Remove contaminated clothing and protective equipment before entering eating areas. See also Section 8 for additional information on hygiene measures. Conditions for safe storage, : Do not store above the following temperature: 38°C(100.4°F). Store in accordance with including any local regulations. Store in a segregated and approved area. Store in original container incompatibilities protected from direct sunlight in a dry,cool and well-ventilated area,away from incompatible materials(see Section 10)and food and drink. Eliminate all ignition sources. Separate from oxidizing materials. Keep container tightly closed and sealed until ready for use. Containers that have been opened must be carefully resealed and kept upright to prevent leakage. Do not store in unlabeled.containers. Use appropriate containment to avoid environmental contamination. See Section 10 for incompatible materials before handling or use. Store,containers in a safe place. Section 8. Exposure controls/personal protection Control parameters Occupational exposure limits Ingredient name Exposure limits Ofyrene ACGIH TLV(United States,3/2018). TWA:20 ppm 8 hours. TWA:85 mg/m3 8 hours.• STEL:40 ppm 15 minutes. STEL: 170 mg/m315 minutes. OSHA PEL 1989(United States,3/1989). TWA:50 ppm 8 hours. TWA: 215 mg/in'8 hours. STEL: 100 ppm 15 minutes. STEL:425 mg/m315 minutes. OSHA PEL Z2(United States,2/2013). TWA:100 ppm 8 hours. CEIL:200 ppm AMP:600 ppm 5 minutes. ld1OSH REL(United States,10/2016). TWA:50 ppm 10 hours. TWA:215 mg/m3 10 hours. . STEL: 100 ppm 15 minutes. STEL:425 mg/ma 15 minutes. . . . Date of issue/Date of revision :6/3/2019 Date of previous issue :9/4/2018 Version :1.01 5/14 l nyI Ester Base Resin CORVE8190 Section 8. Exposure controls/Personal protection Appropriate engineering Use only with adequate ventilation: Use process enclosures,local exhaust ventilation or controls other engineering controls to keep worker exposure to airborne contaminants below any recommended or statutory limits. The engineering controls also need to keep gas, vapor or dust concentrations below any lower explosive limits. Use explosion-proof ventilation equipment. Environmental exposure : Emissions from ventilation or work process equipment should be checked to ensure controls they comply with the requirements of environmental protection legislation. In some cases,fume scrubbers,filters or engineering modifications to the process equipment will be necessary to reduce emissions to acceptable level's., Individual protection measures Hygiene measures : Wash hands,forearms and face thoroughly after handling chemical products, before eating,smoking and using the lavatory and at the end of the working period. Appropriate techniques should be used to remove potentially contaminated clothing. Wash contaminated clothing before reusing. Ensure that eyewash stations and safety showers are close to the workstation location. Eyelface protection Safety eyewear complying with an approved standard should be used when a risk assessment indicates this is necessary to avoid exposure to liquid splashes, mists, . gases or dusts. if contact is possible,the following protection should be worn, unless the assessment indicates a higher degree of protection: chemical splash goggles. Skin protection Hand protection : Chemical-resistant, impervious gloves complying with an approved standard should be worn at all times when handling chemical products if a risk assessment indicates this is necessary. Considering the parameters specified by the glove manufacturer, check during use that the gloves are still retaining their protective properties. It should be noted that the time to breakthrough for any glove material may be different for different glove manufacturers. In the case of mixtures,consisting of several substances,the protection time of the gloves cannot be accurately estimated. Body protection : Personal protective equipment for the body should be selected based on the task being performed and the risks involved and should be approved by a specialist before handling this product. When there is a risk of ignition from static electricity,wear anti- static protective clothing. For the greatest protection from static discharges, clothing should include anti-static overalls,:boots and gloves. • Other skin protection : .Appropriate footwear and any additional skin protection measures should be selected based on the task being performed and the risks involved and should be approved by a specialist before handling this product. Respiratory protection : .Based on the hazard and potential for exposure,select a respirator that meets the appropriate standard or certification. 'Respirators must be used according to a respiratory protection program to ensure proper fitting,training,and other important aspects of use. Section "9. Physical and chemical properties Appearance Physical state : Liquid. Color : Various Odor Ptveetish. Odor threshold : 0.1 ppm pH Not applicable. Melting point : Not available. Boiling point : 145°C(293°F) Flash point : Closed cup:31°C(87.8°F) Evaporation rate : <1 (butyl acetate=1) Date of Issue/Date of revision •6/3/2019 Date of previous Issue :9/4/2018 Version :1.01 6/14 Pray]Ester Base Resin CORVE8190 Section 9. Physical and chemical properties Lower and upper explosive : Lower:0.9% (flammable)limits Upper:6.8% Vapor pressure : 0,67 kPa(5 mm Hg)(room temperature) Vapor density : 3.6[Air-1j . Relative density ': 0.9 to 1.3 Solubility : Not available. Solubility in water : Not applicable. Partition coefficient: n- : Not available. octanollwater Auto-ignition temperature : Not available. Viscosity : Not available. VOC content : ``•.4% (w/w) As shipped, including monomers and additives. Section 10. Stability and reactivity Reactivity : No specific test data related to reactivity available for this product or its ingredients. Chemical stability : The product is stable. Possibility of hazardous : Hazardous reactions or instability may occur under certain conditions of storage or use. reactions Conditions to avoid : Avoid all possible sources of ignition (spark or flame): Do not pressurize,cut,weld, braze,solder,drill,grind or expose containers to heat or sources of ignition. Do not allow vapor_to accumulate in low or confined areas. Hazardous polymerization may occur under certain conditions of storage or use.Keep away from heat and direct sunlight.Keep away from heat and flame:Keep away from oxidizing agents. Incompatible materials : Reactive or incompatible with the following materials: oxidizing materials Reactive or incompatible with the following materials:metals,acids and alkalis. Incompatible with alkali metals. Incompatible with some alkalis: Incompatible with some strong acids. Incompatible with copper alloys,brass. Hazardous decomposition : Under normal conditions of storage and use,hazardous decomposition products should products not be produced. Section 11. Toxicological information information on toxicological effects Acute toxicity Product/ingredient name Result. Species Dose Exposure styrene LC50 Inhalation Gas. Rat 2770 ppm 4 hours LC50 Inhalation Vapor Rat 11800 mg/m3 4 hours LD50 Oral Rat 2650 mg/kg - Irritation/Corrosion - Version :1.01 7/14 Date of Issue/Date of revision :6/3/2019 Date of previous issue :9/4/2018 Pnyl Ester Base Resin CORVE8190 Section 11. Toxicological information Product/ingredient name Result Species Score Exposure Observation styrene Eyes-Mild irritant Human - 50 parts per - million Eyes-Moderate irritant Rabbit - 24 hours 100 - milligrams Eyes-Severe irritant Rabbit - 100 - milligrams Skin-Mild irritant Rabbit - 500 - • milligrams Skin-Moderate irritant Rabbit - 100 Percent - Sensitization i Not available. jillutagenlcity Not available. Carcinogenicity Not available. Conclusion/Summary : Styrene manufacturers have determined that the weight of evidence for the carcinogenicity of this substance does not meet the criteria for classification. Styrene is listed by IARC as a possible carcinogen to humans(Group 2B)based on "limited evidence"in humans,"limited evidence"in animals and"other relevant data". The United States NTP listed styrene as reasonably anticipated to be a human carcinogen based on"limited evidence"from studies in humans,"sufficient evidence" from studies in experimental animals,and supporting data on mechanisms of carcinogenesis.The significance of these results for humans has not been established through risk assessment. Classification Productlingredientname : OSHA IARC. NTP. fyrene - 2A Reasonably anticipated to be a human carcinogen. Reproductive toxicity Not available. i Teratogenicity Not available. Specific target organ toxicity(single exposure), Name Category Route of Target organs exposure styrene Category 3 Not applicable.. Respiratory tract irritation Specific target organ toxicity(repeated exposure) Name Category Route of Target organs exposure styrene Category 1 inhalation hearing organs A study of long term effects of workers exposed to styrene levels in the range of 25-35 ppm for an 87-hour TWA indicated a possible mild hearing loss. Aspiration hazard Date of Issue/Date of revision :6/3/2019 Date of previous issue :9/4/2018 Version :1.01 8/14 Pnyl Ester Base Resin CORVE8190 Section 11. Toxicological information Name Result styrene ASPIRATION HAZARD-Category 1 Information on the likely : Not available. routes of exposure Potential acute health effects Eye contact : Causes serious eye irritation. Inhalation : Harmful if inhaled. May cause respiratory irritation. Skin contact : Causes skin irritation. - Ingestion : .No known significant effects or critical hazards. Symptoms related to the physical.chemical and toxicological characteristics Eye contact : Adverse symptoms may include the following: pain or irritation watering redness Inhalation : Adverse symptoms may include the following: respiratory tract irritation coughing Skin contact : Adverse symptoms may include the following: irritation redness Ingestion : No specific data. Delayed and immediate effects and also chronic effects from short and long term exposure Short term exposure Potential immediate : Not available. effects Potential delayed effects : Not available. Lona term exposure Potential immediate : Not available. effects Potential delayed effects : Not available. potential chronic health effects Not available. General : Causes damage to organs through prolonged or repeated exposure. Carcinogenicity : No known significant effects or critical hazards. Mutagenicity : No known significant effects or critical hazards. Teratogenicity : No known significant effects or critical hazards. Developmental effects : No known significant effects or critical hazards. Fertility effects : No known significant effects or critical hazards: Numerical measures of toxicity, Acute toxicity estimates Date of issue/Date of revision :6/3/2019 Date of previous issue :9/4/2018 Version :1.01 , 9/14 prnyi Ester Base Resin CORVE8190 Section 11. Toxicological information Route ATE value ral 6624.8 mg/kg Inhalation(gases) 7118.9 ppm Inhalation(vapors) 30.33 mg/I Section 12. Ecological information Toxicity Product/ingredient name Result Species Exposure styrene Acute EC50 1400 pg/I Fresh water Algae-Pseudokirchneriella 72 hours subcapitata Acute EC50 720 pg/I Fresh water Algae-Pseudokirchneriella 96 hours subcapitata Acute EC50 4700 pg/I Fresh water Daphnia-Daphnia magna 48 hours Acute LC50 52 mg/I Marine water Crustaceans-Artemia saline 48 hours • Acute LC50 4020 pg/lFresh water Fish-Pirnephales promelas 96 hours Chronic NOEC 63 pg/I Fresh water Algae-Pseudokirchneriella 96 hours isubcapitata Persistence and degradability Product/ingredient name Test Result Dose Inoculum styrene OECD 70%-Readily-28 days Product/Ingredient name Aquatic half-life Photolysis Biodegradability styrene Readily Bioaccumulative potential Product/ingredient name Logloov, BCF Potential styrene 0.35 13.49 low Mobility in soil Soil/water partition : Not available. coefficient(Koc) Other adverse effects : No known significant effects or critical hazards. Section 13. Disposal considerations Disposal methods : The generation of waste should be avoided or minimized wherever possible. Disposal of this product,solutions and any by-products should at all times comply with the requirements of environmental protection and waste disposal legislation and any regional local authority requirements. Dispose of surplus and non-recyclable products via a licensed waste disposal contractor. Waste should not be disposed of untreated to the sewer unless fully compliant with the requirements of all authorities with jurisdiction. Waste packaging should be recycled. Incineration or landfill should only be considered when recycling is not feasible. This material and its container must be disposed of in a safe way. Care should be taken when handling emptied containers that have not been cleaned or rinsed out. Empty containers or liners may retain some product residues. Vapor from product residues may create a highly flammable or explosive atmosphere Date of issue/Date of revision :6/3/2019 Date of previous issue :9/4/2018 Version :1.01 10/14 yl Ester Base Resin CORV68190 Section 13. Disposal considerations inside the container..Do not cut,weld or grind used containers unless they have been cleaned thoroughly internally: Avoid dispersal of spilled material and runoff and contact with soil,waterways;drains and sewers. Section 14. Transport information DOT Mexico TDG IATA IMDG Classification Classification Classification UN number UN1866 UN1866 U111866 UN1866 UN1866 UN proper, RESIN RESIN RESIN RESIN RESIN shipping name SOLUTION SOLUTION SOLUTION SOLUTION. SOLUTION Transport 3 3 3 3 3 hazard class(es) W.- 9 9 . Packing group III III III III III Environmental No. No. No: No. No. hazards Additional information DOT Classification : Reportable quantity 2570 lbs/1166.8 kg [280.21 gal/.1060.7 L]. Package sizes shipped in quantities less than the product reportable quantity are not subject to the RQ (reportable quantity)transportation requirements. TDG Classification : Product classified as per the following sections of the Transportation of Dangerous Goods Regulations:2.18-2.19 (Class 3). Special precautions for user : Transport within user's premises:always transport in closed containers that are upright and secure.Ensure that persons transporting the product know what to do in the event of an accident or spillage. Transport In bulk according : Not available. to Annex II of MARPOL and the IBC Code Section 15. Regulatory information U.S.Federal regulations : IftCA 8(a)PAIR triethyl phosphate TSCA 8(a)CDR Exempt/Partial exemption: Not determined TSCA 8(c)calls for record of SAR:triethyl phosphate Clean Water Act(CWA)307:ethylbenzene Clean Water Act(CWA)311:styrene;ethylbenzene;xylene Clean Air Act Section 112 : Listed (b)Hazardous Air Pollutants(HAPs) Clean Air Act Section 602 : Not listed ' Class 1 Substances ii Clean Air.Act Section 602 Not listed Class II Substances fi' SARA 302/304 k Version 1.01 11/14 Date of Issue/Date of revision :6/3/2019 Date of previous Issue :9/4/2916 rn yl Ester Base Resin CORVE8190 Section 15. Regulatory information Composition/information on ingredients SARA 302 TPQ SARA 304 RQ Name % EHS (Ibs) (gallons) (Ibs) (gallons) ff7.4dihydroxybenzene <0.1 Yes. 500/10000 - 100 SARA 304 RQ : 2000000 Ibs/908000 kg[218062 gal 1825454.5 LI SARA 3111312 Classification : FLAMMABLE LIQUIDS-Category 3 ACUTE TOXICITY(inhalation)=Category 4 SKIN IRRITATION-Category 2 EYE IRRITATION-Category 2A. SPECIFIC TARGET ORGAN TOXICITY(SINGLE EXPOSURE) (Respiratory tract irritation)- Category 3 SPECIFIC TARGET ORGAN TOXICITY(REPEATED EXPOSURE) (hearing organs)-Category 1 SARA 313 Product name. CAS number % Form R-Reporting styrene 100-42-5 <=39.0 requirements Supplier notification styrene 100-42-5 38.91 SARA o R ng and 313 redistribution of the notice attached to copiefications must not be detached from the s of the SDS and S subsequentlyco and redistributed.istribution f the SDS shall include copying Any concentration shown as exact is based on formula. State reaulations Massachusetts : The following components are listed:STYRENE;PHENYLETHYLENE New York : The following components are listed:Styrene New Jersey The following components are listed: STYRENE MONOMER;BENZENE,ETHENYL- Pennsylvania The following components are listed:BENZENE, ETHENYL- California Prop.65 : The following components are listed.For more information go to www:P65Warnings.ca.gov. Wyrene Ethylbenzene Cumene Inventory list Australia : All components are listed or exempted. Canada All components are listed or exempted. : China : All components are listed or exempted. Europe : Not determined. . Japan '.Japan inventory(ENCS):Not determined, Japan inventory(ISHL): Not determined. ' Malaysia : Not determined. New Zealand : All components are listed or exempted. Philippines All components are listed or exempted. Republic of Korea : All components are listed or exempted. Taiwan : All components are listed or exempted. Thailand Not determined. . Turkey . : Not determined. United States : All components are listed or exempted. Version :1.01 12/14 Date of issue/Date of revision :6/3/2019 Date of previous Issue :9/4/2078 •ray!Ester Base Resin CORVE8190 Section 15. Regulatory information Viet Nam : Not determined. Section 16.. Other information Hazardous Material Information System(USA.) iHealth =` 2.1 .Flammability 3 Physical hazards _ R..Y... Caution:HMiS@ ratings are based on a 0-4 rating scale,with 0 representing minimal hazards or risks, and 4 representing significant hazards or risks.Although HMiS@ ratings and the associated label are not required on SDSs or products leaving a facility under 29 CFR 1910.1200,the preparer may choose to provide them.HMO ratings are to be used with a fully implemented HMIS@ program.HMIS®Is a registered trademark and service mark of the American Coatings Association,inc. The customer Is responsible for determining the PPE code for this material.For more information on HMIS@ Personal Protective Equipment(PPE)codes,consult the HMIS@ Implementation Manual. National Fire Protection Association(U.S.A.) Flammability • Health 40 Instability/Reactivity Special Reprinted with permission from NFPA 704-2001,Identification of the Hazards of Materials for Emergency Response Copyright©1997,National Fire Protection Association,Quincy,MA 02269.This reprinted material Is not the complete and official position of the National Fire Protection Association,on the referenced subject which is represented only by the standard.in its entirety. Copyright©2001,National Fire Protection Association,Quincy,MA 02269.This warning system is intended to be interpreted and applied only by properly trained individuals to identify fire,health and reactivity hazards of chemicals:The user Is referred to certain limited number of chemicals.with recommended classifications In NFPA 49 and NFPA 325,which would be used as a guideline only.Whether the chemicals are classified by NFPA or not,anyone using the 704 systems to classify chemicals does so at their own risk. Procedure used to derive the classification Classification Justification FLAMMABLE LIQUIDS-Category 3 On basis of test data ACUTE TOXICITY(inhalation)-Category 4 Calculation method SKIN IRRITATION-Category 2 Calculation method EYE IRRITATION-Category 2A Calculation method SPECIFIC TARGET ORGAN TOXICITY(SINGLE EXPOSURE)(Respiratory tract Calculation method irritation)-Category 3 SPECIFIC TARGET ORGAN TOXICITY(REPEATED EXPOSURE) (hearing organs)- . Calculation method Category 1 }Ilstory Date of printing 6/3/2019 Date of issue/Date of : 6/3/2019 revision Date of previous issue : 9/4/2018 Version : 1.01 New form 08-2018 Prepared by : Health,Safety and Environmental Department For questions about the : iasafety@ip-corporation.com SDS,contact Date of issue/Date of revision :6/3/2019 Date of previous Issue :9/4/2018 Version :1.01 13/14 prnyi Ester Base Resin CORVE8190 Section 16. Other information • Key to abbreviations : ATE=Acute Toxicity Estimate BCF=Bioconcentration Factor GHS=Globally Harmonized System of Classification and Labelling of Chemicals IATA=International Air Transport Association IBC=Intermediate Bulk Container IMDG= International Maritime Dangerous Goods LogPow=logarithm of the octanollwater partition coefficient • MARPOL=International Convention for the Prevention of Pollution From Ships, 1973 as modified by the Protocol of 1978.("Marpol"=marine pollution) UN=United Nations References : 29 CFR 1910.1200 Hazard Communication Standard, March 2012 CCR Title 27 Division 4 Office of Environmental Health Hazard Assessment(California Prop.65) American Composites Manufacturers Association Styrene Information and Research Center Vindicates information that has changed from previously issued version. Notice to reader To the best of our knowledge,the information contained herein is accurate. However, neither the above-named supplier, nor any of its subsidiaries,assumes any liability whatsoever for the accuracy or completeness of the information contained herein. Final determination of suitability of any material is the sole responsibility of the user.All materials may present unknown hazards and should be used with caution.Although certain hazards are described herein,we cannot guarantee that these are the only hazards that exist. Date of issue/Date of revision :6/3/2019 Date of previous issue :9/4/2018 Version :1.01 14/14 • map- INTERPLASTIC CORPORATION INTERPLASTIC 2015 Broadway Street Northeast • Minneapolis, MN 55413-1714 • 651.481.6860 Fax 612.331.4634 • • • CORVE8I90 • Corrosion Summary • ASTM F1216 & D543 (CIPP) Corrosion Data @ 73.4 +1- 3.6°F (23 +l-2°C) Flexural Strength Retention, % Flexural Modulus Retention, % Immersion Months - Months Media 1 12 - 1 - 12 _ • ° 6-9) 99 96 - W ter(pH - a° 1 00/ Tap _ . ......:....... 100 5% Nitric Acid - •> = 99 'I .0.0 10% =�9 98 d - I Phosphoric - Ph os h n _ i. p 00 98 - - c'd - -u ric Add Siilf Ming o - 10/ 97 1 00 10 / Ga soline e - 0 °Deterg ent 9 6 - 97 • 1. 0.1/ 9 .'1.... • 0.1/o Soap Solution 7 96 - _ :0 100%Vegetable Oil 98 ��i`'�""' - 9 99 :,"``:`���:� ASTM D5813, F1743, & D543 (CIPP) Corrosion Data @ 73.4+1-3.6°F (23 +1-2°C) Flexural Strength Retention, % Flexural Modulus Retention, % Immersion Months Months Media • 1 . ......::.. NitricAcid _..._.:._.._-.-:96:::.:,.::...,..:;,.,....�..��_............ . .....::.:.:.::.......: 0 5%Sulfuric Acid - ` `8 • ��•�'�"�= ..:::.... 100% Gasol ine 100.; u a - ...... • 0.1% Detergent ,>..:03.W. .. r ._,.E,__.IE0. 00 Solution :::::t.:,. 9661:.,..._,.. ..-_..: - - _ 100 • 100%Vegetable Oil . :;�.;<;: --;:::�:9..8..1->::�;� :;-��.:;:,::,.;<:..:��-. ,::�::.:..::::..: Note: Non-shaded regions are the applicable test durations as they relate to achievement of the minimum acceptable retentions. **All testing was conducted by HTS Pipe Consultants, Inc. All specifications and properties specified'above are approximate..Specifications and properties of material delivered may vary slightly from those given above. Interplastic Corporation makes no representations of fact regarding the material except those specified above. No person has any authority to bind Interplastic Corporation to any representation except those specified above. Final determination of the suitability of the material for the use contemplated Is the sole responsibility of the Buyer. The Thermoset Resin Division's technical sales representatives will assist in developing procedures to fit Individual requirements. n 44 Y p N ift CO m G ,1f m m ut ....0 O O CO 00 r G G 0 G N O O O 0/ G t s �` o a 4.2 i: `� = c o 'Cr r o 0 0 o r o o c o o 'r g o u T N V Q. 0 0 o Q T ris o T o 3 �• an m �, M m m 12 is" w co is O M {p c d ell Si d 51 tl; !K m N �'ca d w sr ,c �'? u� �r m an d co c�D�, m o 1� m P. '0:0 •fit O N Cto r r O e ao Cs3 r O r er m > .5 g r C. 'C T T' ' 0 �� ea z 2 J z cq ELL . 0 en CO M 11 C7 CO Cry 1+ aA eo c O Q ! 1fl & iV 0co t`l co d c%14 N N d- N k" V c tK m RN.. N mILI cc 'o Y Do o co °° a °p r c r" CC. o cis 0. Q e. 13 cm CL CI Q . • c. ' sa. c o ill _ 1.0 q U. C3 a N o M oc �' CH gNi CO 0)R 01 N W m N py asptp c- h t..lLI : ! .s- Ir. V? ro. N N h h uiN eip 411 m 0 .. 7 m a.. w w ati S:. 0 la _ x 3 in e) 3 't.' = t S X s. a) m x = . t� = ) = W ara imi 0 73 Q 7 da fixg s5 _ = X. g S zP = r ) g o =. g a 2 o 1 . Zi 1LU re c: o 0 O a 42 o S gl) • I I� _ c I - I• cr. r t0• U a Q co g O O 'C. 36.E Z o r 0 o iii or 'c' r Is0 .0 Gui CS WSI 31 C r O O 04 N p. Ococt G to V r OD' O r OQ C} o r T Q m o Z a z H' G . o co co t o (3 6 = m ti oco O N c‘iQ' a°oi m C CO 'Q N O cn GO a 10 N �a o co 2 N w a d b: L m o Q re as r cv rt g, ti .v ,,, C4 n Z p co €i: If) 1- m 0 ILI C E Z r s. N m r N y _a co C O r• m •r DO 0 r a' r r * SI Q U r Q r S! !L H Q a C o c on c E cr. a . °i E a. g2. w a c aa) W ra o ui 2 C j... () p C7 G M tH co N or o O t Lc. i :{d tp N H ti h la tt? N N atc. Q ( f- 4cl,,c x � IHJ �' aye c Oto c ae t.aae .a k zs - m m '� 0Qft Q i, Y s m � la r c � c 2 1.4 ff CO2CC 0 0 J �` " " oo 91t- GO 0. u 0 40 r mC. i. vex . �m o ? v f • • • SUMMARY OF TEST DATA RESISTANCE OF C1PP TO CHEMICAL REAGENTS SAMPLE ID; CORVE819O Duration: 30 Days _ Date Tested: 1111212008 , Chemical Reagent Mechanical Test Method Unit Control 30 Days \_19oncentratian) Property ASTM D Sample Value %Change Nitric Acid Observation 543 NIA No Change pH 1.2 (1%a) Weight 643 9 108.E 109.9 0.27 • Hardness 2583 R8.0 88.0 0.00 Thickness 2122 in. 0.243 0.243 0.00 mm- 6.2 6.2 0.00 Max.Flexural 790 psi 11298 10859.6 -3.88 Modulus 790 psi 49288 3 490110 -0.56 Sulfuric Acid Observation 643 NIA No Change pH 0.6 (5%) Weight 543 g 108.1 108.4 0.28 Hardness 2683 88.6 88.6 0.00 Thickness 2122 in. 0.248 0.248 0.00 mm. 6.3 6.3 0.00 Max.Flexural 790 psi 11298 10687 -5.4i • Modulus 790 psi 402883 481475 -2.31 • • 1C08P58.003.Doc-Page 3 of 3 Ce,nnv.ttttnCe t4TS,Inc.CafSukants Phone 713-992.3373 418 Pickering Street,Houston,TX 77091 Fax 713.892-8502 www,htelt0Uston.c0JTr Toll Free 1-Sop-B92 TEST : ExUelience in Engineering,Censulting,Tasting and inspection • .' Cons tt l t c n.i s FLEXURAL PR04461IES OF FLASTICs (ASTM P790) SUFFOR3.' SPAN - 3.eu matron CoYpOxation Flexural 3 point send • series Ix Automated Mdteriele Teetl.ng System 6.0s Test Qata, 12 Nov 2048 Operator name: CARRTLLO Sample identification: 8FSS-3C1 ggmple Tyner FlSM • Interface Types 42/43/4400 Series • Machine parameters of Gent: Humidity ( k )'s 50 Sample Rete (pta/5eQ)s 10.000 Temperature (deg. JF)+ 71 Crosshead Speed (in/min ), os30. Dimeneionei Sped, 1 spas. 2 Spec. 8 spec. 4 spec. s Width (in) - .56500 .57000 .57100 .56500 .57400 Depth (in) .21700 .22500 .23000 .23400 .23500 span (in) 3.5000 3.9000 3.5000 3.6000 3.5000 Out of 5 specimens. 0 excluded. • Sample commentsa: CORVE8190, CONTRO1+ . Diaplomeet strain Load Stress 1Modulen • at at at at of . Specimen Yield Yield Yield Yield Elasticity Number (in) . (in/in) (lbe) (psi) (psi/ 1 .2286 .0149 64-9 10843.2 481831 . 2 ,2626 .0289 66.0 12006.0 492115 • 3 .3754 .0423 66.6 - 11575.5 496868 g .2326 .0267 67.4 11430.9 495413 5 .2085 .0240 04.2 10634.4 498189 Means .2816 ,0314 63.8 11298.0 492801. Standard DeviLtCioa. .0692 .0073 5.1 557.5 6580. Minimum! .2086 .0240 54,9 10534.4 401831. Maximum. 3754 .0423 67.4 12005.0 4551119. •C3eoteonn(Cai Engineering•Matetiale laatlng.and Inspection•Fnvirotrmental Site Atsessmenis-Geasyntheiics and Construction QNQC Serving the Construction,Petroleum and Waste industries HIS,Inc.Consultants Phone713-892-8373 418 Pickering Street,Houston,TX 77001 Fax 7134M-850R wwvJ.htshouston•com Toll Free.{800-8g2 TEST ljelMfal : • Exec/lance In Engineering,Consulting,7estln9 HOC/frlspect74q otlsultarats FLEXURAL PROPERTIES OF PLASTICS (REIN D790) SUPPORT SPAN 3.6" toot xaz� corpprati Ot Flexural 3.paint bend Series LX Automated Materials Tegting Syateat 6.05 Teat pate; 12 Nov 2008 Opar4+ox name' CARttILZA Semple Identification; 6F55-3-1 Sample ape: ABTM Interface Typal 42/43/4400 Series Machine Parameters of testi F(umidity ( $ )1 50 Sample Race (pta/eaa): 70.000 Temperature (deg- F); 71, Crosshead speed (in/min 1, .0930 Dimensions. • Spec. 1 spec. 2 Spat:. 2 Spec. 4 SPQc. 5 ' Width (in) :58200 .58200 .67600 .55400 .58300 depth (in) ' ,22200 .22800 .23300 .23900 .23900 Span (in) 3.5000 3.5000 3.5000 3.5000 3.5000 Out of 5 specimens: 0 exolud0d. ggmple cammentst c0RVE8190, SAMPLE SOAKED EN TAP WATER (100%) FOR 36 DAIS Displement• Strain Aumd $Coati Modulus ' at at at at Of . Specimen Yield Yield Xiald Xi4id F)laetibiY • . Number (in) (in/in) (1bs) (psi) (psi) 1 .2619 .0285 62.2 11270.6 459462 2 :2334 .0261 61.6 10696.2 466822 ' .. 3 .2440 .0279 66.9 11525.9 , 48172E 4 .2466 .029E 70.8 11749.2 478593 . 5 .2225 .0261 60.0 10716.5 465864 Mean: .2416 .0274 66.3 11212.5 470094. Standard Devidtion; .0147 • .0013 4.1 481.3 9178. MinimOt: .2225 .0261 61.6 10696.2 459462. t4aximumt .2619 .0209 , 70.8 1%749.2 481728. . ...0-- •Qeotecht;lQal Engineering•Materials Testing end Inspection•Environmental Site Assessmonts a Geosynthetics and Construotlon QA/C1C Stinting the Construction,Petroleum end Waste Industries HIS,Inc.Conaultartt9 Phone 713-892-8373 418 Ptokering Street,Houston,TX 77091 Fax 713-89P-8502 • v,ww•htshouston•com Toll Free 1-000,892-TEST • ,i.....,.....ii•NOIMME.Wri............. ., VIIIIMIlt EMI!' Excellence in Engineering,Consulting,Testing and Inspection Ca it s u I t a rt t s • FLEXURAL PROPERTIES OF PLASTIC: (ASTM D790) SUPPORT SFAO • 3.5°. Inatron Corporation Flexural 3 point bend geri,qr IX Automated Mgeerisla Testing System 6.05 Teat Date) 12 Nov 2008 OpOT.PCor *me: CARRILLO .1 5amplq Identi£ioAtion: 8F56-3-2 Sample Type: ASTM Interface Type: 42/43/4400 Series Machine Parameters of test: Humidity i t ): 50 Semple pata (pta/eeo)i 10.000 Crosshead Speed (in/min )) .0930 Temperature (deg. F1: 71 Dimensional Spec. 1 Spec, a Spec. 3 Spec. 4 Spec. 5. Width (in1 .57800 .58000 ,57400 ,57700 .57600 Depth (in) .24500 .26000 .26300 .26900 .27200 Span (in) 3.5000 3,5000 3.5000 2.9000 3.5000 Out of 5 speclmene, 0 excluded: Sample comments: CORVE8190, BAWLS SOAXED IN NLTRTC ACID I56) FOR 30 PAYS • • Dieplcment Ptr in Load Streae Modulus atcl e at at D£ Specimen Yield yield yield Yield 8laaticity Number (in) tin/iAl libel (psil (psi) 1 .2026 .0242 71.0 10740.8 488998 2 .2153 .0270 03.6 11579.8 456517 3 .1786 .0230 80.7 10673.8 511177 4 .2011 .0265 92.5 11636.1 495026 5 .2091 .0279 90.5 2.2121.2 499371 Meant .2012 .0267 85.3 11362.3 490210. Standard Deviation) .0139 ,0020 10,7 627.2 8176. Minimum: •1786 .0231, 71.0 10672.0 400990. Maximum! .2153 •02q9 98.9 12131.2 511177. •Geotechnioat Engineering•Materials'Matingand Inspeattan•'Environmental Site Assessments•Geesynthetics and Oonstructton QA/GIG Serving the Construction,Petroleum and Waste Industri e* 1 phone 713-00241373 �'i S,Inc.lMonsuitoA+tg Fax 773�ti92-85O85(12 41 p Pickering Street,Hau8ten,TX 77001 Toll Free 1222•TEST www.ntBhouslon.com ,.��• ExCallepce in Engineering,Consulting,Testing and invention Consuitattts • FLEXURAL PROFSATIES OF litanICS (ASTM D790) SUPPORT SPAN a 3.6°. Instron Corporation Flexural 3 point bend 8eriea IX Autoutatred Materiel& Testing 6ysst:krA b.05 Test Data. 12 Nov 2008 Operator name. CARRILLO • • Sample identification: OF65-a-3 Sample '.Type I ASTt4 Interface Type, 42/43/4400 Series . Machine Parameters of test: Humidity ( k )s 50 1 Semple Rate 1ptaJaec)3 10.000 Temperature (deg. F), 71 Crosanead Speed (in/min ): .0930 Dimeneion8: apse. 1 spec. 1 Spua. 3 Spec. 4 Spec. S Width (in) .57700 .97700 .67800 .58700 .57900 Depth iia) .23000 ..24900 .26900 .26600 .26900 Span (in) 3,5000 3.5000 3.8000 3.3000 2.8000 • Out of 5.epeoi00n6, 0 excluded. ' Sample aommentas CORvEB190, SAMPLE SDAt(ED IN 9IIDSPHORZC ACID (10%)' FOR 30 PAYS Disploment Strain Load Stress Modulus at At at at Of' • Speoimen Yield Yield Yield Yield Elasticity Number. (in1 (in,::st) (lbs) (Psi) (Psi) 1 .2998 .0349 68.6 11017.7 488846 • 2 .2172 .0265 - 76.5 11223.6 • 494540 3 .2036 .0258 82.7 11199.3 503994, 4 .1724 .0225 78.9 9969.4 484049 5 .2096 .0276 96,6". 12103.4 468468 steam .2205 .0276 80.6 11102.7 487979. Standard Deviation) .0475 .0046 10.3 761.1 13195. Minimum, .1724 .0225 68.6 9969.4 468466. • Maximum: .2996 .0349 96.6 12103.4 503994. . T •Eleotschnlcai Engineering•Materiels Testing and lnsPeation•Environmental Site Assessments.•GeosynthetlOs and Construction QR/OC Serving the Construction,Fetroleutn and Waste Industries HTS,line.Cans tIltanta Phone 713.692-6 73 416 Pickering Street,Houston,TX 77091 Fax 713-632-8602 wWW.htshoustQf•oom Tall Free 1-600-692-TEST • 1::132155111 Exoellarice in Engineering,Gansu/trig,Testing eAtf fnspectid» Consultants FLEXURAL PROPERTIES OP pztASTICS (A3TM 1)790) • gupPORT SPAN = 3.5"• Inatron Corporation Flexural 3 point'be[td series Ix Automated statersal6 Testing System 6.06 Test Date: 12 Nov 2008 OperdCar name: . DARAILLO Sample Identification: 8F59,3-4 Sample Types ASTM Interface Typet 42/43/4400 Series Machine Parameters or test: Humiditx ( 1: 90 Sample Rate (pta/Bt0)r 10.000 Crosshead Speed (in/min 11 .0930 Temperature (de . 911 71 Dimensions: Open. 1 Spec. 3 Spec. 3 Spec. 4 $Pea. 6 . Width line ' .58300 .50900 .58900 .56600 .59200 Depth fine 26900 .23500 .24600 .26200 ,25700 Span tin) 3.5000 3.5001 3.6000 3.5000 3.8000 ' put o4 5 speoimens. 0 excluded. . . sample comments: CORVg8190, SAMPLE SOAKED IN SULFURIC (10%) FOR 30 OAYE Dieplcment Strain r+esd Struve Modulus at at at at Of Specimen Yield . Yield Yield Yield Elasticity Number (in) (in/in) libel (psi) (psi) 1 .1871 .0247 86.9 10810.8 487731 2 .3219 .0371 71.0 11464.4 492603 3 .2232 .0269 77.0 11344.3 496060 4. .1955 .0241 75.8 10688.1 499300 5. .. .2016 .0254 82.0 11019.6 485665 Mean3 .2250 ;0276 76.6 11077.5 492473. Standard Deviation% .0553 .0064 6.2 333.0 5694. Minimum3 .1671 .0241 71.0 7.0688.1 485665. Maximum: .3419 .0371 86.9 11464.4 499308. +(38otechnloal Engineering•Materials Testing and Inspection•Environmental Site Assessmenle A GeOsynthetioS and Construction QNQC Serving the ConstWUCtlon, petroleum anti waste industries ' Phone 713-K08373 HIS,Ida.Consultants • Fax7t3 sat 8502 • 415 Pickering Street,Houeton,TX 77891 Tap Tree 1-SO SO2 7EFT • • www.htshauston,00m ,,...,,,„.., ..,,,.,....... ........ ..........ar: droa.h 4.11011114 . IM35531 . • J:xaQlJence In Engineering,Coneufttng, 7esting and lnspeO(lon C a n s 1. is t'a n t.5 • FLEXURAL PROPERTIES OF pLASx;CB (ASTM DISC) SUPPORT SPAN a 3.5". matron Corporation Flexural 3 point bond Saxise IX Automated Materials Testing System 6.05 Teat Dates 12 Nov 2008 Operator name. CARAiLLo . • Sample Identifications 055-3-5 , sample Type: ASTM Interface Type: 42/43/4400 Series . Machine Parameters 0f.teat: Sample Rate (ptn/aeo): 10.000 Humidity ( 1 I: 50 Crosshead Speod (in/min )1 .0930 Temperature tdeg. F1: 71 Dimsiaiana: . Spec. 1 Spec. 2 Spec. 3 SPac. 4 spec. S Width (in) .57700 .58900 .59100 .58000 .56000, Dopth (in) ,22000 .24600 :26000 .26600 .27200 span (1n) 3.5000 3.5000 3,5000 3.5000 3.5000 Out of S epeciinons, 0 excluded. • Sample Comments: CORVB9190, SAMPLE SOAXOD IN GASOLINE) (1006) FOR 30 DAYS Dieplcment: Strain Tined Stress Mc:Niue at at at at OA specimen Yield Yi d Yield Yield Blaetic0.y Number (in) tinge) (1be) (psi) (psi) 1 .3224 .0360 64.6 11310.5 479770 2 4244 .0270 74.5 11150.9 472299 3 .2111 .0269 S4.9 11147.4 475093 4 .2192 .0206 55.0 11976.3 462419 5 .1061 .0261 91.0 11230.2 476373 • Mean: .2346 .0290 52.2 11363.1 477591. ' . Stsndord 3966. . neviation. .0502 .0041 12.6 349.3 k Mii,imum: .1961 .0261 64.6 11147.4 472299. Maximum, .3224 .036rt. 95.0 119/6.3 482419. , •aeotechnioel Engineering•Materlala Tasting and Inspection*Environmental Slte A080ssrnants•Geosynthetics and Construction QNQC Serving the Construction,Petroleum and Waste industries • • IITS,Ina.Consultants Phone 713-802-8373 41B Plokorin9 Street,Houston,TX 77091 Fax 713-692-8t502 ' • www.htshauston.com Toll Free 1-800-992rTEST. • • . . . .. . • • • Effrifill• . • Excellence In Engineering,Consulting,Tes:iing and ln41e0ti011 Consultants • FLBXORAL PROPERTIES Or PLASTICS (A81`M D790) SUPPORT SPAN - 3.6" • Tnatron Corporation flexural 3 point bend series IX Automated Materials Tenting Bystcm 0.05 Test Datet 12 Nov 2008 OpOraCOY name: 5. CARRY� - ,sample IdeD,bificatian: 8Q00-3-6 Sample Type: ASTM . . Interface Type: 42/43/4400 Series Machine Parameters of tests xumidity ( � !: SO sample bate (ptn/eeo)t 10.000 Crosshead Speed (in/min ): 0930 Temperature (deg. P) 71 i bimene10ne: Spec- 1 Spec. 2 Spec. 3 Spe6, 4 Sp00.,5 Width (in)' .57300 .57600 .6030D .58700 .60300 Depth (in) .22300 .23300 . 23700 .24400 .24600 Span (inl 3..6000 3.5000 3.6000 3.5000 3.5000 Out of 5 apeoimena. 0 excluded. Sample comments: CORV88190, SAMPLE SOAKED TN FKISTABLE OIL (100%) FOR 30 DAYS. pieplement Strain Load Stress Madtlno at at at • at Of Specimen Xield Yield Yield Yield b10sticity NWnber (in) tin/in) (1ba) (Pal) (Pei) 1 .2425 .0265 61.4 11307.1 480801 •2 ,2269 :0270 68.4 11489.7 482982 3 .2050 ' .0238 67.2 17.0768.8 804260 4. .1950 .0213 68.0 10219.0 480149 5 .2153 .0259 76.1 11345.4 404641 Mean: .2189 .0233 60.3 11026.0 486646. standard a0a06. Deviation: .0203 .0017 9.3 527.7 Minimum: :1950 0238 61.4, 10219.0 400149. Maximum: .2425 .0270 76.3 11488.7 504160. 3 •Geoteahnloal Engineering•Materials Testing and lnspeotlon'•Environmental$its As4®ssmente•Oeoeymttietics and Canatru0tton CIA/QC Serving the Construction,Petroleum and Waste kndustries Phone 713 692-ti373 . . HTS,Inc,.Cansultsnts. Fax a 712 2-6602 416 Pickering Street,Houston,'1'X 77091 Toll 71Free 92-8502 •TEST u.htshouston.com . r • rt��r��s � . . J xcellenpe In Engineering,Consulting,7eatldg end lnspactiat)' corlsti . FLEXURAL PROPERTIES OF PlAs7IC8,(ASTM'D790) SUPPORT SPAN = 3.5" • InstYon CorporaClOz4 Flexural 3 pot bend I series fx.itukemated.Matard ale Testing System 6.05 . Teat Dates 12 Nov 2008 " Operator name: . CARRXI'LQ Sample Type' AB1T7 Sample Identification' BF55.3-7 . interface Type: 42/43/9400 Series • Machine perameters Of tact[ 10.000 itumidity ( k )► 50 Sample Rate tDtg/eecli Temperature (deg, Fit �3 Orosahead Speed (in/min )' 0930 Dimensions' • spec. 1 8pec.• 2 Spots. 3 Speo. 4 Spec. 5 widen (in) • .58.700.' .59300 .69/00 :58100 .5B9o0 Depth' (in) .22300 .22800 .23600 .24100 .24300 span'(iti) 2.5000 3.0000 3.6000 3.5000 3.5000 Out of S specimens. 0 excluded. Sample comments. CORVE6190, SAMPLE SOAKI;P IN DETERGENT (0.1k) FOR 30 DAYS DiepAament Strain . Load Streea Modulus at at at Of specimen Yield • Elaetioit Yield Yield Yield y ' NaMber tin) (in/in) (iba) Ipe1) (pai). .0365' 60.9 10960.1 440239 • 3338 477322, . .3316 .0370 • 66.2 11279.6 • 2 - .0347 66.9 10761.2 488146 3 3019 d77627 4 � .0346 ' 69.!4. 10804.9 3951. 5 2757 .0328 67.3 10180.7 987729 f`f 0852 66.3 10797.3 475612. li Mean: .3076 • standard Deviation: .0248 .0011 3.2 400.2 • 16276. Minimum: 2757 0326 60.9 10180.7 448239• -•••. Maximums .3338 .0370 69.4 11279.5 46814S. •Geotechnicel Engineering+Materials Testing and Inspeotlen•Environmental Site Assessments•Ggosynthetics and Construction QNQO Serving the Construction,Petroleum and V}iaste Indttstrlles . • Phone 713-692-8373 N1I'�,Inc,ConaultAnts Fax 713-882 6502 � • .. 416 Pickering Street,Houston.TX 77091 • Free 1-2-88022 T1 ST • v, ,,,(,tshouaton.Gom Toll excellenae In Engltleerfrtg,Cdneuf[lnp,Tharing and lnsp®elicit . TW.W.i. f.......r.,....o• M.......•tRmm,rr.,..s......• .A...,-_ 44. '.. , , EiCi" . CartsttlJ:(7_nt;s . FLEXURAL P9oPERTI S OF PLASTICS (ASTM D790) SUPPORT SPAN • 3.5R RnOexon Corporation Flexural 3 point bendsexiee XX Automated Materials Testing System 6.06 Teel Date, 72 NOV 2008 OpesatOY Mama, rA,eaYid,O . Saorple Types ASTM ' Sample Identification: 8p563-9 Interface Types 42/43/4400 Series Machine Faiamatere :attest: k ): 50 Sample Rate (Pts/Sec): 10.000 Humidity Temperature( Wag. F)� 91 Crosshead Speed (J.p/min ): .0930 Dimensions'i Spec,-1 Spec..2 Spec. 3 8peo. 4 Spec. 6 Width (in) . .58100 .57700 .58706 .58300 .53000 .21300 .R2300 ,23200 .23900 .24300 span Iin!Depth '( 3.5000 3.5000 3.6000 3.5000 3.5000 s Out of 6 epeoimens, 0 excluded• Sample eommepea: c0RVE8390, BAMPXX Sons() IIEI SOAP (0.1t) FOR 30 AAYs Diaploment Strain Load Stress Modulus ' . at at at at of Specimen Yield Yield : Yield Yield Slastioity • Neither (in) (in/in) fibs) (pai) (psi) 57.9 11533.9 40501i 1 .3556 tl37v1 458907 2372 :0259 59.0 . 10791.4 2 10295.7 483799 3 .2140 .0243 62.0 4 2198 0257 68.5 10905.4 469571487613 5 .2138 .0254 71.2 3.0724.9 Meani2981 .0277 53.7. 10830.2 . 474750. Standard 44S 6 12362: Deviation: .0609 .0053 5.9 Minimum. .2138 .0243 07.3 10395.7 458407. : I4axin " .3565 .0371 71.2 11533.9 4E7013, • . •eaotechniaat Engineering•Materials Testing end inspeolion.Environmental Site Assessments•Geosynthetics and Constructiofl QAIQO • . Serving the Construction,Petroleum end Waste Industries . . . • -..-.- . • . . . . . . . • . . . • . . • NTS,Inc.Consultants Phone 713769279373 ,. . . 4i 6 Pickering Street,Houston,TX 77091 Vex 713-692-e§02 . • . • . . • - www,htshoustomeom Toll Free 1-800.692-TEST . . . . . t. . . . . Excellenca In gaginaering,Consulting,.Tasting apt,fnspeation Cort .tittartt..5 • . . . . FLRXORAD PROPSRTIES OF PLASTICS (ASTM D790) . . . . . . . suPPORT SPAN = 3.5,,. . • . - • . Flexural 2 point bend Ineroe Corporation SlaTiOn rx Automated materiale Testing System 6.013 operator names . CAR1&/14,0 Test Date. • 12 Nov 2008 • , . sample IdentificatiOn: 8F -3C9 55 • • samp30 Typa: ASTM Interface Type( 42/43/4400 Series . , Machine Parameters or test. . • Sample Rate (pti/ece)l 10,000 Humidity i 1 ): 50 Crosshead Speed (in/min it .0.90 .. -Temperature Ides. F): 72 . . 1 .. • -DimentiOns: . . . : . : . , Spec. 1 Spec. lives': 3 spec, 4 Spec. 5 : . Width (in) .59200 .69A00 .59000 .56606 .6/500 • , Depth (in) .22900 .24400 .25200 .26/00 .26400 • . . Span (in) 3.6000 3.5000 3.5000 3.6000' 2.S000- . . : , Out of 5 specimens, 0 excluded. '. . Samplo commenteg C0RVE6190, SAMPLE SOAKED IN NITRIC ACID (it) FOR 30 PAYS . , . . • Displcment Strain Load stress Modulus • at at at . Specimen . 'Yield yield Yield • yield . Blast1Oity . . . ' Numl2er (in) (in/in) . (1b8) (psi) . (psi). • • • . • , . . ' 1 .2188 .0245 • 63.0 10655.6 - 497035 • 2 .2247 ' .0269 - 75.3 11164.3 490401 . .2694 .0337ti 15.7 10607.2 400950 I ' 4 .1898 ,024:4. 79.4 . 19408!2 481610 • 5 ., .204s. .0266' . 87.7 , 114q4.8 , 492555 . . . . . . . , Meaw . . .2215 .0271 76.2 /0859.6 490110. • • . • • Standard . . . ' DelriatiOns .0300 .0036 8.9 437.4 s SO . . , . , . . . ' Minimums... ,iass .0743 .83:0 -1.0808. 481610. . . ' : Maximum:' .2694 .0332 87.7 21462.8 497032:' . . . . , . . . . .. . 1! . . . . , . • . & ... . . i. ,........ ) 9 osotschnioal Engineering•MoterialS Testing and Inipeotion Environmental It Assessments•Cleosyntlimics and Construction CIA/CIO . ., Serving the Construction,Petvoieum and Waste Industries r • . . . . . , • Phone 713-092-837S H i'S,Inc.C4nspitantm Fax 713 492$802 416 • Meting Street,Houston,7X 77081 Toll 71 1-900�s2-TEST Virww.htshoustan.com Excellence......,•-•...,..--....,---------7"""7-- E2E3521 . In Fpginsering,Consulting, Testing and inspection C o It S u t t a n t s FLEXURAL PROPERTIES OP PLASTICS (ASTM D790) . .SuePORT SPAS r 3.5". Matron Cbxporation Flexural 3 point bind Totting System 6,05 'Series IC Automated Materiaie n4 Y Test Date: 12 Nov 2008 • Operator games X. PHOUAKQSAVANH ... Sample Type, t�'1'M Sample IdcAtification+ 8T55310 Interface Type, 42/43/4400 Series Machine Paxametera of tests ( 8 )� s umi8lty o Semple Rote (pte/sea), 10.000 gsmiditY (deg. P) 71 Crosshead speed fin/miry 11 ."30 Dimensions: Spec. 1 Speo. 9 Epee. 3.Spe9.. 4 Epee. 5 Width (in) .58100 .50600 .59200 .58300 ..51100 Depth (in) .23500 .24700 ,26000 ,26300 .23700 $pan (in) 3.5000 3.8000 3.5000 3.SO0J 3.5000 Out of 5 specimens, 0 excluded. Sample comments' CORVE8190. SAMPLE SOA$BD IN SULFURfC ACID (54) FOR 30 DAYS p4aPlcmerit Strain Load Stress Modulus at $v, at • at Cf .. 5peoiMen Yield Yi:id Yield Itib3d Elasticity Number (in) (4S/in) • (i)2$I (psi) (Pei) 1 .2195 .02S2 03.0 10310,0 •468636 2 .2247 .0272 75.3 1/062.0 480009 3 .1898 .0243 . 79.4 10417.6 403897 4 .2049 .0264 07.7 11411.2 492213 E .2760 .0320 62.5 10234.0 482619 Means .2228 .0270 73.E 10687.0 481475. $canard Deviation: ,632E .0031 10.8 520.8 8507, Mini4,ttm: ,1898 .0242 62.5 10234.0 466636. Maximum' .2760 .0326 87.7 11411.2 492213. . a , •Peoteart0a1EDOineeriAg•Materiels Testing and In5pectian•Environmentai Site Assessmonta•QOosynthetias and Construction QA/QQ • Serving the Construction,pntrafeum and Waste industries • SUMMARY OF TEST DATA RESISTANCE OP CIPP TO CHEMICAL REAGENTS SAMPLE ID: CORVE8190......___,Duration: 1 Year Date Tested; 10/13/2009 Chemical Reagent Mechanical Test Method Unit Control 1 Year (Concentration.), Property ASTM D Sample Value I %Change Tap water Observation 543 N/A No Change pH 7.5 (100%) Weight 543 g 100.1 101.1 1.05 Hardness 2583 88 88 0.00 Thickness 2122 in. 0.23D 0.230 0.00 mm. 6.8 5.8 0.00 Max.Flexural 790 psi 11298.0 11144.9 1.36 Modulus 790 psi 492883. . 523578 6.23 Nitric Acid. Observation 543 N/A Light Yellow pH 0.5 (5%) Weight 543 g 112.1 112.9 0.71 Hardness 2583 88 88 0.00 ' Thickness 2122 in. 0.251 .0.251 0.00 mm• 6.4 6.4 0.00 Max.Flexural 790 psi 11298.0 11581.3 2.51 Modulus 790 psi 492883 521434 is 5.79 . Phosphoric Acid Observation 543 N/A No Change pH 0.4 (10%) Weight 543 g 110.2 110.8 0.54 Hardness 2583 89 80 0.Q0 Thickness 2122 in. 0.249 0.249 0.00 mm. 6.3 6.3 0.00 Max.Flexural 790 psi 11298.0 11156.0 -1.26 Modulus 790 psi, , 492883-. 510867 3.65 Sulfuric Acid Observation 543 N/A No Change pH 0.1 (10%) Weight 543 g 116.3 116.8 •0.43 Hardness 2683 88 88 0.00 Thickness 2122 in. 0.283 . 0.263 0.00 mm. 6.7 6.7 0.00 Max.Flexural 790 psi 11298.0 10711.E -5.19 Modulus .790 psi 492883 606738 2.81 LC08055.003Y.Doc-Page 1 Of 3 ail: ; w N: yes Z ti r C D 0 z a o a o. 'd r co 0 O o o w c C m o_ O, o .m , �? S � ar O Q i r O O O EO. � Y3 O t7 O e▪n x r• o d uw Y! o o d d d co Q a o a o Q u� o c o o Q sc C. u r' d o i I } - I ' r h E! b m 20 O eo o Q O Cs f d co '� O �: p OW �`! is 01 r V co N m H toCki 1 Q O r s O p' O r r a' C r s r C Q r IA; C� I. sO; r 1" la i r+ j Z 2 2 Z M ill pca. Y. +� O r �D 03 W SC is co �- CO V. to 03 Q iV to CO Wjj]�j c .E Z H o°'o n to s Z a cca _co so Aa cis c Z o co n a V z as opa c1. a N j it . vt .W g 1/ E a o. E m a =LU CO • it 4 w w N o o ra c+i c o c s CO a s �y m .04 O o CO ���" I : YS IRS N N ti �' its Ifs N N 1, tr vo M N ~ O WI N N42, p0.., = r- az Q •S F O s E.., p CC E c 01 4 p «. Q III a7 �% > SUMMARY OF TEST DATA RESISTANCE OF CIPP TO CHEMICAL REAGENTS SAMPLE ID: . CORVR8190 Duration: 1 Year : Date Tested: 10113-/2009 Chemical Reagent Mechanical Test Method unit Control , .- 1 Year - (Concentration) . Property . ASTM p Sample , Value %Change, Nitric Acid Observation 543 N/A . No Change pH 1.1 (1%) . Weight 543 g 108.3 109,0 0.65 • Hardness . 2583 89 89 0.00 Thickness 2122 in. 0.250 0.250 0.00 mm. 6.3 6.3 0.00 Max.Flexural 790 psi 11298 11051.6 -2.19 Modulus 790 .. psi 492883 523437 6.20 Sulfuric Acid Observation 543 N/A No Change pH 0,4 (6%) Weight 543 g 100.9 101 A 0.50 Hardness 2583 89 89 0.00 Thickness 2122 In. 0.234 0.234 0.00 mm. 5.9 5.9 0.00 Max.Flexural 790 psi 11298.0 11150.3 1.31 Modulus 790 _psi 492883 615381 4.56. • IC08F65.003Y.Doc-Page 3 of 3 Consultants • HTS,Inc.Consultants Phone 719.892.3373 416 Pickering Street,Houston,TX 77091 Fax 713-692-8502 ww w htehouaton.00m Toll Free 1-800-092-TE;ST Excellence In Engineering,Consulting,Testing anti rnspeotlan C o n s ti 1 t a tt t$ FLEXURAL FROPERTIS$ OF Pr.A83'ICS (ASTM D790) SUPPORT SPAN .• 4": ' l Flexural 3 point bend Xnstron Corporation Series ix Automated Materials Testing Syatem 6.05 Opetntor nbmaI K. PHOUAR)GSAVAId1 Teat Hate: 13 Oct 2009 Sample Identification* 9F55Y3.1 Sample Type. norm Intexfaae Type. 42/43/4400 Series , Machine parameters of test: Sample Rate (pta/sea): 10.000 Humidity ( t ): 50 Crosshead Speed (in/mitt )! .1100 Tem+ezeture {deg. P)i 71 • Dimensionsc Spec. 1 Spec. 2 Spec. 3 Spec. 4 Spec,. 5 Width (in) .54300 .53100 .54000 .54000 44000 Depth tin) .22000 .22900 ' :24400 .24400 .23700 Span (in) 4.0000 4.0000 4.0000 4.0000 4.0000 • Out of 5 specimens, o excluded. Sample commenter CORVE0190. SAMPLE SOAKED 1W TAP WATER pW6-9 (1D0b) FOR 1 YEAR • Diaplament Strain Load Stress Modulus at at at • at Of Spaoimeu . xield xiobd Yield Yield Elasticity )number (in) (in/in) (lba) (psi) ' (psi) 1 .4002 .0330 48.3 3,1026.9 615796 2 .2876 .0247 51.9. 11180.7 522113 5 • .2692 .0246 58.9 10826.4 520312 4 .2697 .0247 60.7 11332.1 941447 5 .2864 .0265 57.4 11350.6 . 510220 'Mean. .3026 .0265 55.4 11144.0 521578. Standard - , Deviation' .0552 .0037 5.2 222.1 10264. Minimum: .2693 .0246 48.3 t0826.4 63.5796. Maximums .4002 .0330 60.7 11356.6 541447. G •peotechnicat Fng!nearing•Matedats Testing and Inepoction*t_ny)ronmental Bite Accountants•Geosynthetics and Oonstruction QWOC Serving the Construction"Petroleum and Wnste Indugtriee( HTS,Inc.Consultants Phone 713-882-9373 411i Piokeritv Street,Houston,TX 77091 Fax Toll Fie,$t)0.6g2•TES7 • • www.hishoustan.carn F_jtcetfcnce in E,gincering,consultIng,testing and Inspection C K1 tb S u l t o. rt L s PDEXORAD PROPERTIES OF PLASTICS (ASTM 0790) SUPPORT SPAN = 4". - Flexural 3 point bend InetrOn Corporation Series ix Automated Materiels Testing syatem 6.05 Operator names, X. RHOUANOSAVANH Test Date: 13 Oct 2009 Sample IdentifiostiQA' 9F0SY3-2 • wimple Types MTM • Interface Type: 47/43/9400 deriAe • Machine Parameters of tests_ • Sample Rate (pts/Sae): 10.000 Humidity ( k 1i 50 Crosshead Speed fie/min ): .1100 Temperature.tdeg. P)1 71 Dimensions. spec. 1 spec. 2 sped. 3 Opec. 4 8p00.. 5 • Width (1n) .53900 ;54200 .54000 .54200 .54400 Depth tin) .23300. .24300 .25100 .25800 .26400 spEn (in) • 4.4000 4.0000 4.0000 4.0000 4.0000 Out. of 5 spet iio0A9. 0 excluded. Sample comments, coatv00190. SAMPLE SOAKED IN NITRXC ACID (5%) FOR 1 YSAR • p(Qplcment • Strain F.oad stress Modulus • ' at • 'at at • at Of Specimen Yield -Yield Yield Yield Elasticity , number (in)- (in/in) (lbs) (psi) (psi) 1 • .4777 .0417 58:6 13023..8 528340 2 '.2736 .0249 : 59.7 11197.8 517124 • 3 .2900 .0273 , 60.9 12077.4 824602 a . .2602 • .0252 68.0 11308.9 525223 5 .2595 .0257 71.4 . 11300.E 514880 Mean. .3122 .0290 . 68.3 11501.3 521434. standard • Deviation: . .0934 .0072 5.7 430.2 5029. lr M&nimumu .2595 . ,0249. .58,6 ' 11197.8 5148e0. . Maximum! .4777 .0417 71.4 12077.4 620340. , Geotechntcal Englneettng r Material's Tasting and Inspection'Environmental SiteA9sessrrients•raeosynthetioe end Consttu(atlgn QANQC Serrvin0 the 4Q1tstructUon,Petroleum and Waste Irtduattrrlee • ' Phone 713.692.837a NTS.Inc.*annuitants PFhX a 713.692. 416 Pickering Street,Houston,TX 77091 TO Free 1•fi 8 652-7�3T www hlshvuston.Com . . . 121012.. . . Excelldnad id Engtnnaring,Consulting,7dsUng and Inspection . • C o r1 s ti l t a rs t s ,,,• , • • • FLEXURAL PROPERTIES OE PI',.146TICS (ASTM P790) • SUPPORT SPAN 7 b"- i'6b Qti Coxporatian 41Qxural a point bend Series iX Automated Materials Testing System 6.05 OperE:tOZ name: K. PNOUANCi9AVANti • Test Date: 13 Out 2009 sample Identif104t10a:'9P55Y3-3 eempltr Type. A$TM Interface Type' 42/43/4400 Series Machine Parameters of teats . Humidity ( t )� 50 sample Rate (tits/sea): 10.000 Temperature ( ?) 7i C09Chead Speed.(in/min )1 71100 • Dimensions: . Spec. 1 Spec. 2 Spy*. 3 Sped. 4 Spea. 5 Width (In). .83000 .54000 .54200 .54500 .53400 Depth (in) .23200 .24300 .25200 .26000 .26500 Span (in) • 4.0000 4.0000 4,0000 4.0000 4.0000 • Out of 5 specimens, 0 eXeluded. Sample aommentst CORVE63.90, &LE SOAXSD LN PHOSPHORIC ACID'Usk) 6'Ok 1 VI= Disp3,Qment 'Strain • Load Stress Modulus at at at at Of Specimen YAald • Yield Timid Yield Elasticity Number (in) (in/in) Ilbs) (pei) - • (psi) • 1 .2909 ' .0293 ' 52.7 11080,5 504063 • . • 2 .2785 .0254 99.4 11179.0 511756 3 .2591 .0246 62,s 10669.9 511949 4 .2576 .0261 67:3 10960:3 510283 5 .2701 . .0268 92.9 11662.3. 516267 Mean. .2712. .0254' 63.0 11136.0 510867. . . standard . Deviation' .0139 0009 7.7 364.4 4415, Minimum: .2576 ' .0246 51.9 10665.9 504063. • MnYlmumc .2909 .0269 ' 72.9 11662.3 51629/. •Geotechnloat EngInearIng•Materials Testing and Inspection a Environmental Bite Assessments•4eosyntheucs and COnstruotion OA/QC Serving the Cenlstreetton,Petroleum end Weete I,►duetrins HTS,Inc.(Consultants Phone 713-692-837a 4-16 Picketing Street.Houston,TX 77091 Fax 713-692-8502 www.hishouston.com Toll Free 1-800-892-TEST . . ijiiiEr51:: • ' Excellence In Engineering,Consulting,Testing end Inspection G u tt u I ant s F't,BXURAt, PROPERTIES OF PLASTICS (As'M D790) SUYPORT SPAN • 4". Flexural 3 point bend Inetran Corporation Series Ix Automated Materiels Tenting System 6.05 Operator name: K. PROUANGSAVANR Test Date: 13 Oct 2009 Sample Identification(' 8818r-24 ' Sample Typc: ASTt4 Interface Type: 42/43/4400 Series • Machine Parameters of test: Sample Rate (its/each • 10.000 Humidity ( t ): 60 Crosshead Speed (in/min 1: .1100 Temperature (deg. F): 71 Dimensions, Spec 1 Spec, 2 Spec. 3 Spec. 4 spec. 6 Hidth (in) .53400 .53700 .04000 .53000 .54100 Depth (in) .24/00 .35600 .26300 .27000 .27400 Span (in) 4.0000 4.0000 4.0000 4.0000• 4.0000 Out of 5 specimens, 0 excluded. $ample aommante, CORVE0190. amnia semcpp xN SUGFORIC ACID (10t:) FOR 1 YEAR • Diaplcment Strain Load 64xese Modulus • at ,at at at Of Specime4 yield Xield Xieid Yield Elasticity Number • (in) (le/in) (ibe) (psi) . Weil . • 1 .2683 .0249 59.3 /091.2.0 512074 3 .2499 .0240 62.0 10571.1 S0951.0 9 ,22e0 .0226 84.0 10200.8 506524 • 4. .2452 .0248 70.0 10993.1 - 501151 i 5 .2371 .0244. 73.1 10794.2 504428 P. zi Maas. ,2452 .0241 65.6 10711.5 -506730. li Standard Deviation: .0153 .0010 5.9 287.2 4265. 4 71 Minimums .2289 .0226 59.3 102804 601151. l . Maximum( .2603 .8249 73.1 10893.1' 512074. (4 L t . •Geotachrtitaet Engineering•Materials Tasting and Inspection•Enviranti4eni61(Site Assessments•t3eosymthstics and Construction QA/QC a x Serving the Construction.Petroleum and Waste industries • • HTS,Ina.Canauttenta Phana 713-692 9373 . 410 Pickering Street,Houston,TX 77091 Fax 71a-692-8502 www.htshflustbn.corn 7D8 Free 1800 ti92-T ST • Excellence in Engineering,Consulting,Tossing and ldapeottnn • (:G rt u i t n n s FLEXURAL PROPERTISS OV PLASTICS (AST'M D790) - • SUPPORT SPAN .. 4°. Plexural.3 point band Inetron corporation Series IX Automated Materials Testing System 6.05 Operator ems; K. PHOUANCSAVANH Test bate; 13 Oct 2009 Sample Identifioatian, 9P55Y3-5 Sample Type: ASTM Interface Type; 42/43/4400 Series machine Parameters of teat: Sample Rate (pta/sect: 10.900 13umidity ( Y it 50 crosshead speed (in/min ): .110o Temperature (deg. PI. 71 bimenaionsi spec. 1 Spec. 2 Sped. 3 Spec. 4 Span. S ' Width (in) .s470a .64800 .0290o .ss100 .a4100 Depth (in) .25800 .26400 .27000 .27000 .27200 • Spap (in) 4.0000 4.0000 4.0000 4.0000 4.0000 • • Out of 5 bpeoimens, 0 excluded. Sample comme*tiaI CORVE0190. SAMPLE SOARED IN GASOLINE (10D*) POR 1 YEAR . Dieelcmtgt strain Load Stress Modulus at at AL at . Of . specimen Yield Yield Yield Yield plasticity Number (in) (in/in) (lbe) (Psi) (psi) 1 •4616 .0447 58.7 9669.7 300374 • 2 .3975 .0394 60.2 ' 9463.4 391315 3 .2618 .0165 50.2 9069.7 409040 4 .3614 .0366 63.0 9407.8 410060 • g .2674 .0273 '64.1 9600.5 426683 i • Mean. .3499 .0349 60.0 9420.2 406014. 6tdn4MXd Deviation; .0858 .0079 2.6 224.0 16511. . 11 t Minimum: .2616 .0266 68.2 9059.7 388374. jt Maximum: -461s .0447 64.1 9669.7 425683. ._our• ...r J : I Geote4hnloal Engineering•Materials Testing and Inspection•Environmental Slte Assessment•aoosynthetics and Construction CA/QC Serving the Construction,Petreleum and Wastes Industries s ( . • . . . • . . . . . . . iffal me.Consultanti Phone 7134192-8373 • - • 416 Pickering Skeet,Houston,TX 77091 FaX 71092-13502 . . • . www.htehouston.com Toll Free 1-800-69 -TEST . . . • • • . 1111.........I . : - Eal°11111211' ' ' . • Pxcellence In Enginearlv Consulting,Thsting and Inspeotlan . • • Consultants ••••''' . • FLEXURAL PROPERTIES OF PLASTICS (ASIM O790) . . , • . .. ! . i . • ' SUPPORT SPAN F 4". . . . , . • . . . . . Flexural. 3 poilth bend Instron CorpCretion . . . . . Series /X Automated Materials Testing System 6.05 Operator name. K. PHOUANOSAVANH . • , . ' Tent Date. 13 Oct 2009 . . . . •. Sample Identifioatioo. 9F55Y3-6 ' Sample Types . ASTM . . . . . XOterfeee Type: 42/43/4400 Series Machine PeXemetexa of beet: . . Sample,fiate Ipts/vec). 10.9o0 ThokiLty 1 t I: so • ' Crosshead speed (in/min ); .1100 . TemperatnZe (dep. Ell 71 • • . . . . Dimensions. • . . . spec. 1 spec. 2 Specs. 3 Specs. 4 Spec.. 5 . • . Width (4n) .95600 .55000 .54000 .54100. :53500 . papth (in) .21900 .23000 :22000 .24300 .24000 Span (in) 4,0000 4,0000 4.0000 4,o000 copop • . Out of 5 speoimens, 0 exolnd0d- . • sample oommentn. CORVE8190, SAMPLE' SOAX5O IN VEGETABLE OIL (100 ) FOR 1 YEAR . . . Disploment ((train wind ' Stress Modulus i . . at . ..at et . .et Of • . . specimen ' xieid - Yieid. Yield Yield Elasticity ' Number (5.n) (tn/iil ' (lbs) (poi.) Ipsil . . • . . 1 , .4101 .0343 , 52.0 11797.2 ..510910 • • 2 .2062 .0255 " 59.0 ' 21534.2. 517056 . 3 . .3750 .0321 . 53.4 11257.7 . 51922D . 4 :2572 .0234 587 , 11021.3 520517 . . .. .2E94 .0241 02.3 11956.5 ' 537799 • - _ . . . . , . . , • • •.3293. ..0279 57.4 11393.4 524464. . . . . , ' StandArs ' Deviation!. .0733 .0050 4.2 292.1 , 8603. . . . . • . . ! . . . • . . Minimum .2572 .0234 . . 52.6 11021-3 ; • . maximunn , .4101 .0343 e ,3 11797.2 537799. . . . 1 , • . . 1 ' 1 . ' . 1 . ' .4.......m.....6. 1 . *Geatechnir.al Engineering•Mated*Testing and inspection•Environmental Site Aecesaments•Geosynthetics and Constwollen'DAMP ..._....7.__ _...- 1 . . . . Sisrvino the ClenstruCtlon,Petroleum mid Waste!industries 1 . . . . . • wrs,hie.cansullant9 • Phone iia-a02 0273 . • a16 Pickering Street,lioumton.TX 77091 Fax 715.692-B502 www.htshnuston.corfi Toil Free 1•1300.692-TEST Rxcellenoe In Englnaering,Consulting,Testing and►nspattlnt) G a it S u i t a n t s r4m.cOttAL PROPERTIES OP PLASTICS lasrM D790) - SUPPORT SPAN - 4". Inetran CarporeriOR FlexurAl 3 pOink bend Series IX Automated Materials Testing System 6.05 Opardko7C name: K. PHOUr'1NaSAVAxrr Test Date: 13 Oct 2009 Sample IdentifleatiOnd 9F55Y3..7 Semple Typet A6TM Interface Type: 42/43/4400 Series ' Machine parameters of test: 0 5 :HOtniditY ( t ) Sample Rate (pta/see1+ 10.000 Temperature (1: P � 71 Crosshead Speed iin/min )i .1100 Dimensions+ Spec. 1 Spec.- 2 spec..3 Spec. 4 Spec. 5 width (in) .53600 .66900 .99200 45000 .53000 Depth (in) .22800 ''.23600 .24300 ''.24000 .25100 Span (40) , 4.0000 4.0000 4.0000 4.0000 4.0000 • out of 5 specimens, 0 excluded. Sample commentai.cOXVR8190, 5AMFLA SOAKED IN PETEROkUT (0.1i) FOR 1 YEAR biaplcment: $ rain , toad Stress Modulus . at At ' at at Of Specimen . Yield Yield. Yield, " Yield' s1aetiuity Number (in) (in/in) (ibe) . (psi) (psi) • 1 .4076 .0345 62.2. 11430.2 624003 2 .4083 .0361 59;6 ' 11489.7 515952 5 .3787 .02455 61.6 ' , 11231.0 619948 4 .2722 0253 61.2 10856.9 512823 5 ' .2665 .0251 61.0 108e2.3 516467 Mean: .3467 .8311 50.1 . 11495.6 517799. ' standard Deviation: .0716 .0054 3.9 312.1 4333. Minimums .2665 .0251 . 52.2 10856,9' 512823. Maximums ,40a2 .0361 61.6 11489.7 624003. •Geptechnlcal Engineering•Materials Testing and!Meridian•Envltonmenthl Hite Assessments•Geasynthetkae and Glmetntatlon AA/Q0 Senrinn the Constenctton,Petroleum dnd Waste Industrlti'tf . NTS,Ana,Consultant phone 713-W2-837a 416 Flaked%)Street,Houston,TX 77091 Fax c 713-692-8502 • www.htshouston.com Toll Free 1.800-$02-TEST • . .ECEEffil SkueIlene°to Engineering,Consulting,Testing and Inspection ' . Constr./t at n t s•••--• FLEXURAL PROPERTIES OF PLASTICS (ASTM D790) 0 SOPPORT SPAN - 4". • Flexural 2 point bend Instzon Corporation Series IX Automated Materials Testing System 6.05 operator name: K. PROUANGSAVANH Teat Date: 17 Oct 2009 • Sample Identification; 9P55Y3-0 Semplo Typo. a?TM Interface Types 42(43/4400 series )dpclliite-patametera o0 teat: Sample Rabe (pts/sec), 10.000 Humidity ( % 1: 50 . Crosshead Speed (in/min ); .1100 Temperature .(deg. F)t 71 Dimensions: Spec. 1 Speo. 2 Spec. 3 Spec. 4 Spec. 5 .width. (ii) .54900 .55800 .59000 .567,00 ,.86A00 Depth (in) .22000 .23100 .24300 .25200 .25600 Shan tin) 4.0000 4.0000 4.0000 4.0000 4.0000 Out of 5 specimens, 0 excluded: Sample comments' CORVG8190, SAMPI.S SOAKFO X8t 00.BY (0.L%) VOA 1 TSAR Di.aplament &train Load Stress Modulus . at • at at at Of Specimen Yield Yield Yield Yield 37lastio4,ty lumber (inl (in/in) (lbe) (psi) (psi) 1 .4946 .0400 49.1' 11231,5 513201 2 .2919 .0253 56.5 11393.2 526988 .2663 .0243 59.4 10013.0 520414 . 4 .2660 .0252 66.2' ii249.2 522264 5 .2564 -0256 68.6 11391_8 520948 Mt O,e .3172 .0262 60.1 11195.8 522367. • Standard Deviation' .0998 .0070 7.6 238.4 6174_ Minimum: .2663. .0243 49.7 7,0813.1) 513201. )4,d. ktht .4046 .0408 68.6 11393.3 528940, • . F. . ,.. •tleotechnioal Engineedng•Materials Testing and Inspection a Environmental Site Assessments•Geosynthelios and Construction QWQC • Serving tha Construction,Petroleum and Waste Industries Hit.Inc,Consultants . Phone 712.66241373 416 Plokering Street,Houston,TX 77091 FaX 713-692.6602 www.htsh0ueton,cam Toll Free 1-600-602 TEST . EimilMi! Fxuellerrae in Ertginsaring,Consulting,Testing and Inspuction C d Y1$ii I t[i it t S FLEXURAL PROPERTIES OF Pt,AST2CS (ASTN D790) . SUPPORT SPAN c !"- Flexural 3 paint bend Inetron Cevp0tAti00 Serie4 IX Automated Materials Testing System 6.05 • operator-name: K. PSOUANGSAVANH Test Date, 13 oat 2009 Sample Identifications 9P55Y3-9 Sample Typal . ASTM Interface Type, 42/43/4400 Series • Machine Parameters of test: ` Sample Rate (ptq/ge0)t 10.000 Humidity ( t ): 50 Cxesehoad speed lin/min 11 .1100 Temperature (deg. F1= 71 bimenaiona, Spec. 1 Spee. 2 Spoo, 3Spec. 4 Spec. 5 • width (in) .55600 .55700 .55700 .55300 .55000 Depth (in) .22500 .23800 .24700 .25200 .26800 span (in) 4.0000 4.0000 4.0000 4.0000 4.0000 out of . 5 speoimeae, 0 excluded. • 5,1,mtixe comments! Oonvae190. SAMPLE SOAKED IN NITRIC ACID (1t) FOR 1 YEAR • PAsplement Strain ' Load Stress Modulus At at at at oX Specimen ' Yield Yield Yield Yield Elasticity Number (in) (in/.e) (l.bs) (Ps1)• (psi) 1 .2904 .0245 52.4 11168.5 527440 2 .3043 .0272 . 61.2 11644.1 510009 3 .2757 .0265. 63.1 13,1.48.3 522900 4 .4113 .0389 64.7 ' 11049.1 529254 • . 5 .2298 .0222 , 62.5 10251,2 519504 Mean: .3023 .0217 60.8 11051.6 523437. Standard pevJ .Lc i .067x .0065 4.9 002.a 4853. is Minimum: .2298 • :0222 52.4 10251;2 515089. '.3 Maxirnumt .4113 .0385 64.7 11644:1 529254. 1 , •Geotechnlcel Engineering•Materials Testing and Inspeotlon•.1=nvlmnmeltgt Site Assesemente•Geasynthet(us and Construction QNQC • Serving the Constnuationr PetveteUrtl and Waste industrio. • HTS,Inc.Co t$ultante Phone 713-692-8373 416 Pickering Street,Houston,TX 77091 FaX 713-892.8502 wwW.htshoueton.com Toil Free 1-800-692 TEST ... _ ' El:EMI. Excellence in Engineering,Consulting,Testing end inspection. • C o rt s tt 1 t a rt t s -'••` FLEXURAL PROPERTIES OF PLASTICS (ASTM D790) SUPPORT SPAN o 9^. Flexural 3 point hand . Intros Corporations series IX AtttOmated (4aterial9 Testing System 6.05 Operator name: K. PHOUANGSAVANH Test Date, 13 Oct 2009 • ' Sample Identification: 9F56X310• Sample Typet n5•IM • Interface Type: 42/43/4400 serlee • mAchf.ne parameter* Of test: Sample Rate .(pte/aecl: 10.000 Humidity ( % ): • SO Crosshead Speed (in/min ): .1100 Temperature (deg. F)) 71 Dimaneiotle: spec. 1 spec. 2 Spec. 3 Spec. 4 Spec. 6 Width (in) . . .9$200 .56400 .54600 .55500 .55300 Depth .(in) .21600 .22400 .23300 .24000 .24400 Span (in) 4.0000 4.0000 4.0000 4.0000 4.0000 • Out of 6 specimens, 0 excluded. • Sample comments: CORI/601SO, $AtKPt SOAKED IN SULFURIC ACID (5$) POR 1 YEAR . Diaplcment Strain Load Stress Modulus at at At at Of Specimen Yield Yield' 'acid Yield Eleatitity slumber (in) (in/in) (lbe) (pail (pail 1 .5233 .0424 49.5 16.527.E 007165 • 2 .4017 .0337 61.7 11189.3 623960 3 .3068 .0335 53.0 10090.1 510974 • 4' .2848 .0256 99.3 11135.6 607804 5 .3832 .0323 60.5 11032.9 626924 Meant .3099 .0336 66.0 11150.3 510381. . Standard Deviation: .0870 .0060 4.9 235,0 93s4. Minimum; .2e40 .0256 49.5 10696.1 507165. Ma3cimum) .5232 .0434 80.5 11627.5 '520924. •Geoteohnicsl Engineering•Materials Testing and Inspection•Environmental Site Aesessmenis•Geosynthetics and Gonetruotion QNQC SOrviitlg the Construction'Petrtrlaurn and Waste lndu$tries i . . . . . . . . . . . . ' . . . . IIT5 Phu Consultants;Inc. Plionn-113-692-1337:1 420 Piektirlisu Stroo1.1•Intistoti,IX//MI Fo.x 713.602.11502 . . • • wwythIspipeconsullitills.coin loll Free 1.600.692.T EST , • t .. ..•• • , . . . .. . . . . . . . . • . . . December 10,2015 . • . . • : ' . interplastic Corporation . . . Thermoset.Resins Division 2015 Northeast Broadway Street ' • ... • . . Minneapolis, Minnesota 5541 ...4235 .. . • , . Attn: Mr.,Jason Schiro • . • • .. . Re: Sample N .CORVE 8100/CORVE 8191 10,000 BOW Final Report • ' . . - ASTM 1)2990 Flexural Creep Test. . . • Report No.1CF458,001 . . .. . . . . , . . . , . . •• Dear Mr.Schirtr. . . . . , . Please find attached the final 10,000 hour Flexural Creep test reports. . ' . . I haven's°attached our invoice for lierforming this service. We appreciate the opportunity to work with you. if you have any questions or comments,please call. - • Thank you very thuth. . . . • . . , . . . • . . Sitiaerely, ' . . • . . . . : • -IITS Pipe Consultsinti,Inc. ' . .. . . - KIT\ . .. • . . . • • i , . Rick EaStwood . . ' • . ' • . ; Vice President ' . . . . . . . . .. • • • , . . . • . . • . . . . . • • . . , • , . . . . . . . •. . ' • . .. . • . Serving the Pipe Rehabilitetien Industry . . .. . : . . . . . . . . . ' . • • -;-----..- —. . : c• l',12:figriffij FITS Pipe Consultants, Inc. . . ''..r.C.anSialtnittSP.,`> • 420 Piekerb*,I lousloajexus 77091 •.• Tell(713)692-83U Pax:(713)60/4502 •• .• ' ._____...,.. .• . . : . . • . FLEXURAL CREEP .• : ASTM 132990 • . .• , . . . 500000 i., , i I: !i: i , ; I. I , 1iHi : i i ' • •i• ! i !::ii I • '.— [ 1111:iiil 1, • 1 ir .. : ., •-.! ; i'• i ; lifi, , ;• i L . ! q ' • i• ii .',.•''''r.,(,I ;1• 1 • • ;1 . i ' •. ! : '.1:111 ; • :. ; 4-.,..;.! ' : '• ;; : : .• . ; ! •,,,, . : • ' : ! ';',di i '• : i : • • Id :. • !'.! \.;,. ; : :i ; . i •ITI i ! !..I .1. ii• ' • i :i.....: '• .: ' HP: I: l' : di i . :: . . • •:••' • • •••d' : ! •i'I !, , : . ! i , !!•. ;1.1 • '.i 1 ; • • . • i; 4 • • :• ; !'! 1. : i • • ::,i• • i :;.; : 1 I ! ! . • • 11 . , . , . i ••i i • li •, . I.! • i :LI . . . !Ii.4 : ' ; ; ii • -, --.7••••:÷4.- ••• •'•• ''..1!• ' ' ! ;• --:-- : !. i:j',1 • I- •-7—r-• : 1 '• ,'.1'.. 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' •,' . ! :t, • . •• •• • : i.1 .r1 . ii., ., , :i . • 1 :: • , ,. . • . . • .• • I :• . . . , . 71•4\.\1•;-, ' 1 ijil . „ . • i . • !! * . ., ' : i. •1! • ' ' ' ' . •.!i . ; ,: t. ' . .. •,1 • •t i ii! ; : 1 • I• V• • ' ' i •_1.' .'I .N.: - •-.i..0-- i . : i.. : - :. ' i ' !i t ' '"----77-7..- •.'ii "Ii : .1 • .... t •.P ;1‘'.!ii .11 . . • • . •• i :: ti i .it : . : .11 I I ... .i. • . "- i : • iHI . i :'.. • 1 : • . . .. • ,: : i i't.'1" ' .:.;•1 t t' : ; •: ; ; • i • 1., 11 • i ir • •••:•1 'i•' i t . ' i. •. , .• t!. '0 '' '. .,t1 • :.• .: 1 ' . • . • i'1 11 ';;"' : . :'•:1 • . , ' t 1:. il • • . .•. 1 . :.......1 •. • . • • ' . I : 1 ' •• i • • • • ::• 1 , ; ' •• • 309000 • --"' ' • 0 1 19 100 1000 t000p 100000 • TIME(HRS) Project Name; 'reste(I TeM vent I are:71`'r Project No.: Lab Ilamitlity:50% Specimen Gage Length:4.0" Sample II)No.: CORIT8190/CORIT.8191 SI ress: 2759 PS1 irrs IleporIlli ICF458.001 . . • . •—7!---- . : NTS Reports ICF458,001 Sample ID: CORVE6190!CORVE8191 Spec#1 Stress:2760 psi smelt 2 stress:2760 psi Snec#3 Stress:2750 psi Thickness:0.265' Wiidlh:0.548" Thickness:0.243" WIdlh:0.667' Thickness:0.260" W1d1h:0,607" TIME(HRS) Modulus(psi) TIME(HRS) Modulus(psi) TIME(HRS) Modulus(psl) 0.02 452913 0.02 473016 0,02 461622 0.10 437863 0.10 462858 0.10 454189 0.20 432390 0.20 451771 010 451282 0.60 424432 _ 0,50 438630 0.60 433925 1 :. 420682 1 436103 1 429302 2 416761 2 432975 2 426059 • 5 412414 6 430504 5 419098 20 402223 20 419143 20 408178 50 394764 50 407816 60 403507 100 389212 100 402378 100 397818 196 681170 .198 391928 198 391195. 600 368973 600 380080 600 377074 700 384118 700 376768 700 372591 1004 360795 1004 373032 ' 1004 387264 2012 352971 2012 300985 2012 358844 3000 349406 3000 . 357663 3000 358126 4005 344620 4005 351729 4005 350810 5013 339545 6013 346877 5013 346076 6000. 336245 6000 343326 6000 341054 7005 . 330226 7005 337043 7005 336176 7996 327491 7998 335316 7996 333000 9000 325564 0000 332727 , 9000 331046 10004 324039 10004 331286 10004 329499 HTS Report ICF458.001 Semple lb: CORVE6180/CORVE8191. Spec)4 Stress:2750 psi Spec#6 Stress:2750 psi Thickness:0.25B" Width:0.643" Thickness:0.258"Width:0.524" TIME(HRS) Modulus(psi) TIME(HRS) Modulus(psi) 0.02 464780, 0.02 498663 0.10 440878 0.10 494326 0.20 437289 020 469222 0.60 433951 0.50 482577 1 431317. 1 480131 2 427425 2 474520 6 428144 6 469814 20 418161 Y0 457710 50. 408054 60 446916 100 400335 100 440679 196 392052 198 430663 • 600 370997 500 416161 700 374984 700 410748 1004 370584 1004 406054 2012 361626 2012 393681 • 3000 359795 .3000 389367 4005 355297 4005 384625 5013 349616 6013 ' 378997 6000 343697 6000 374490 7005 338378 7006 368661 7996 335582 1 7686 364875 9000 333812 9000 381826 10004 332053 10004 360251 { 1 • • ' . - — ------— ---: .- . . . :fiiigiffliii•-:. IITS Pipe Consultants, Inc. -",a 0 ri.iart.iii rk I 2 1 .121)I'ielceriagOlousIon,Tesav 7709 I 'telt(I(3)612-11373 Vaxx(7(3)692-5502 f - ........... , . ; , . . . ,P1..EXl1.1qA11.CREEP ASTM D2990 • . . . : . 0,9000 • • II i i ..:I 3 '. , 1';1: 1 ! 1;11; • 11..r.i.. 1 ! , lii! , ; • I • :: I ; : i ri , I !. . !• II . 1 . 1 .,!.. • ; . ; I, 3 ....i :I.: • 1 • 1 • I 1i1 .. .I H • •!. 3,I, I !:I.:• ' ' 1 ,1! : 1 :11• : i : • •••. • •!1•• • 1 i ,•. i : I - • , •• , ., • . • • : I • : •• • : ; : - , • :_31:,1 . 08590 :•••:• , • ; • • • ; , • -; ,. 1 , .1:;e; •• ;;•;.:','••• i :- -1;T:1 . 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I ; • !i • • . • '• ' '.•i 1 - • I:I, , 0.700D • i • I • . . . , ,•,.ili ... : :::i. • - , : . , ... • L44:4 .. . . . :. . • ; •,•••-•• ),.1.-_,I. i; . • .., : :. ; ..t....,-,;•n: ;-•i:, : ;: ! :: , , • .: ' ; .-:',..-v . •,! .i! • • i • ; I ; ; ,,i0N------ . , i .?: . •:•••: : : •; • ::• •• •1 ,-4-, 1 • -.+1 i ; : .!•:-.1 •', • : . ;; : : • 1 .: . • 0.6600 • 4-4,,,i4.- i._:,!--t'.. ':.: • . : ..., : • 1::.! : : • ;7'1 i ! i;••i •: .,e;'.1 i 'a'----7-; ; i ;1, • ii:/ I : :;•• ' ; . • : . / ! ••;: ' ;:' i/,' i et..:, : 1.; ..4'. . ,s.: • • I,, ; ;;i! :.''. . E HI•.1 • I . •I • • 'i ' • : : !• ; '; it 1 : ;I: I ' 1 ' i iiil ' ::! ; ' • , ii• i .t:', . . ;; .i , • ,i i . 11. i • '• ! • : I • 0.6000 -. . ! • 1 • ! I t! ...i., i.j:11 • .ir i 1.. ."q it' • : :t i: let./ • : 1. . . ; • . • ! 11 • ,;••••"! ' Hi : !!! : 1 . !• • :i t t . , i i i • ; ! •'1 .•----r-'r! ! ! :ll'i : • i::': : • i 1 : 1 • ! :ri; • : ; ; • i!_:..4k-'-- • : • ! • :.;;! ; :1; : : 1 : ! • • •:!: : ...„' 1..•e•-'7!! , , . : 1 ' • •:I till ' P.! : ! : * : ii;! . ! .....---7 • ; . i ; ; * . * i !!!! . t • , .i...i 0.5500 . • . ; ..• I . . , . • - :; ! •-•- . .; H i •• ' 0 1 10 . 100 1000 10000 100000 ' • TIME(lii8) •• Prpject Name; Tested Temporal:ire: 71°P Project Na.: ' Lob liontidily:50% Specimen Gage Length:4.0" Sample II)Ni.: CORJE819.0/CORVE$19.1 Stres:2750 PSI PITS Iteporlii; ICFM.001 • • • - • . HTS Reports ICF458,00I Sample ID: CORVE8190/CORVE8191 i Spec#1 Stress:2750 psi Spec#2 Stress:2750 psi Spec#3 Stress:2760 psi Thickness:0.265" Width:OMB" Thickness:0,243" Width:0,657" Thickness:0.280" Width:0,507" TIME(HRS) Strain(%) TIME(HRS) Strain(%) TIME(HRS) Strain I%) 0.02 0,6072 0.02 0.5814 0.02 0.6967 • 0.10 0.6261 0.10 0.6941 0.10 0.8055 0.20 0,6380 0.20 0.6087 0.20 0.6094 0.60 0.0479 0.60 0,6269 0.60 0.6336 . 1 0.6539 1 0.6306 1 0.6406 2 0.6599 2 0,8351 .2 . 0.8455 5 0.6688 5 0.6388 . . . 5 .•• 0.8562 20 0.6837 20 0.6561 20 0.6737 50 0.6966 60 0.6743 60 0.6815 100 0.7086 100 0,6834. 100 0.8913 186 0,7216. 196 0.7017 196 0.7030 600 0.7453 500 0.7235 600 0.7203 700 . 0.7553 700 0.7209 700 0.7381 1004 0.7822 1004 0.7372 1004 0.7488 2012 0.7781 2012 0.7618 2012 0,76(14 3000 . 0.7871 3000 0.7891 3000 0.7722 4005 0.798 4005 0.7819 4005 . 0.7839 6013 0,8099 . 5013 0.7928 5013 0.7948 6000 0.8179 6000 0.8010 . 6000 0.8063. 7005 0,8328 7005 0.8137 7005 0.818 7996 0.8397 7996 0.8201 7996 , 0.8258 9000 0.8447 9000 0.8265 9000 0,8307 10004 0.8457 10004 0.8301, 10004 0.8346 i • FITS Report ICF458.001 Sample ID: CORVE8190/CORVE8191 Spec#4 Stress:2750 psi Spec#6 Stress:2760 psi Thlckness:0.256" Width:0.543" Thickness:0.258" Width:0.524" TIME(FIRS) Streln(•G) _ TIME(HRS} Strain(%r) I 0.02 0.6047 0.02 0,5515 0.10 0,6240 0.10 0.6663 0.20 0.6289 0.20... 0.6621 0.60 0.8337 0,60 0.5699 1 0.6376 1 0.5728 2 0.6434 2 0.6795 5 0.6463 6 0.6853 20 0.6608 20 0.6008 60 0.8773 60 0.6163 100 0.6869 100 0.6240 196 0.7014 198 0.6386 500 0,7237 600 0.6608 700 0.7334 700 0.6695 1004 0.7421 1004 0,6773 2012 0.7605 2012 0.89e5 3000 0.7643 3000' 0.7063 4005 0.774 4006 0.715 5013 0,7866 6013 0,7237 6000 0.8001 6000 0.7343 7005 0.6127 7005 0.7459 7996 0.8195 7996 0.7537 it 9000 0.8243 9000 0.7606 10004 0.6282 10004 0.7634 { I I i I • I • `it: �` IEIT'S Pipe Consultants,Inc. eraG.co :t°rzu . 4301 iekcriaa,Houston.Tezas7709Z Tet(713)692.3373 FP(713)6924.402 • FLEXURAL CREEP ': •(ASTM D2990) 600000 i .. .. ' . . 1 1 1'1 I , I 1 1 ,1 'I E • I • 1 : , 1 1 I i I I 1 • .r . 1 , • 1 • SDODDD 1 1 1 1 I •• 1 1 I 1 • • 1 , 1 , �,.tir 1 1 I • 1 •1 • 1 F , I I..r - I- r 1 .. 11•• 1 • I 1 I • I I, • 400.00D' • I' i,r .`` 1 1 , I I•11' •1. • i • 1 I i . I I •Y. f• • Q 30000..a -' , 1 1 . ' 1 , . j . .I ' 11 • 1 .( • ' " i 11• • I - 1 t' .i :1 1 ` 1 ' + 1 200000 I :1 I. I 11: I 1 `.1t1 1 . I l r. i(-� • 1 1 1It-1 , , i1 • I ; .. .�. 1 I I 1 ' i 1 I -I . 1 !' 1 1. 1 1 .. 100000 • 1 • :I: . -I I ,'I• ( I I r I .1 ! j - 1 1 • r I ., 0.02 020 2go i 20.00 200.00 2000:00- 20000.00 200000.00 Project Name: 43aADD hrs.=;0 y y, Ilfodalos=308,832 psl-{extrapolatedYo SO years) Test Temperature.:71°F Report Date: December 25,2015 /o° Sample lD.\o: Retained=66.0 Laboratory Elamidity;50% CORVE81901CORVE8791T(Ave-Speey.S). —._Line from tab test data HTS ReporOO: ICFJSZOOT Specimen Gage Lenox :4.0" Line from linear extrapolation Stress :2,750-psi Bond No. N/A BID BOND The American Institute of Architects, AIA Document No.A310(February, 1970 Edition) KNOW ALL MEN BY THESE PRESENTS,that we Sancon Technologies, Inc. as Principal hereinafter called the Principal,and Old Republic Surety Company a corporation duly organized under the laws of the state of Wisconsin 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 bid Dollars ($ 10.00% ), 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 FY2022/23 Sewer Lining Project ■ 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 16th day of June ., 2023 nologies, Inc. Witness Cipal (Seal) By: JI c 643(01 i 11 Name/Title Old Republic Surety Company , (Seal) Witness By: S alan• Attorney-in-Fact ORSC 21328(5/97) CALIFORNIA ACKNOWLEDGMENT CIVIL CODE§1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. State of California County of Orange On 06/20/2023 before me, Mo Sexton - Notary Public Date Here Insert Name and Title of the Officer personally appeared Ryan Helmuth Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s)whose name(s)is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies),and that by his/her/their signature(s)on the instrument the person(s),or the entity upon behalf of which the person(s)acted,executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing ramihgl°"ahnalial6"."1616.1461 MO SEXTON paragraph is true and correct. t;`; Notary Public-California ;.l Orange County F. WITNESS my and a t • .'al seal. '' Commission#2437910 Itnii4s My Comm.Expires Feb 11,2027 tr..;tii% Signatu � � Place Notary Seal and/or Stamp Above tur- •f Notary Public OPTIONAL Completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Signer's Name: ❑Corporate Officer—Title(s): 0 Corporate Officer—Title(s): ❑ Partner— 0 Limited 0 General 0 Partner— 0 Limited 0 General ❑ Individual 0 Attorney in Fact 0 Individual 0 Attorney in Fact ❑ Trustee ❑ Guardian or Conservator 0 Trustee 0 Guardian or Conservator ❑ Other: ❑ Other: Signer is Representing: Signer is Representing: ©2019 National Notary Association • ALL- PURPOSE CERTIFICATE OF ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California } County of San Bernardino } On 7023 before me, Tina Downey, Notary Public (Here Insert name and title of the officer) personally appeared Scott Salandi who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS m hand and official seal. .�= ° w TINA DOWNEY y Notary Public-California €1 I San Bernardino County Commission;2383319 rv_1 — = My Comm.Expires Nov 21_2025 N.Lill' ublic Signa re (Notary Public Seal) ♦ ♦ ADDITIONAL OPTIONAL INFORMATION INSTRUCTIONS FOR COMPLETING THIS FORM This form complies with current California statutes regarding notary wording and DESCRIPTION OF THE ATTACHED DOCUMENT if needed should be completed and attached to the document Acknolwedgents from other states may be completed for documents being sent to that state so long as the wording does not require the Cal fornia notary to violate California notary law. (Title or description of attached document) • State and County information must be the State and County where the document signer(s)personally appeared before the notary public for acknowledgment. • Date of notarization must be the date that the signer(s)personally appeared which (Title or description of attached document continued) must also be the same date the acknowledgment is completed. • The notary public must print his or her name as it appears within his or her Number of Pages Document Date commission followed by a comma and then your title(notary public). • Print the names) of document signer(s)who personally appear at the time of notarization. CAPACITY CLAIMED BY THE SIGNER • Indicate the correct singular or plural forms by crossing off incorrect forms(i.e. be/she/they,-is/ere)or circling the correct forms.Failure to correctly indicate this ❑ Individual(s) information may lead to rejection of document recording. • 0 Corporate Officer • The notary seal impression must be clear and photographically reproducible. Impression must not cover text or lines.If seal impression smudges,re-seal if a (Title) sufficient area permits,otherwise complete a different acknowledgment form. ❑ • Signature of the notary public must match the signature on file with the office of Partner (s) the county clerk. p Attorney-in-Fact Additional information is not required but could help to ensure this ❑ Trustee(s) acknowledgment is not misused or attached to a different document. Other. • Indicate title or type of attached document,number of pages and date. ❑ . Indicate the capacity claimed by the signer.If the claimed capacity is a corporate officer,indicate the title(i.e.CEO,CFO,Secretary). 2015 Version www.NotaryClasses.com 800-873-9865 • Securely attach this document to the signed document with a staple. **** * * OLD REPUBLIC SURETY COMPANY ***** POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That OLD REPUBLIC SURETY COMPANY,a Wisconsin stock insurance corporation,does make,constitute and appoint: Scott Salandi,David Jacobson of Irvine, CA its true and lawful Attomey(s)-in-Fact,with full power and authority_for and on behalf of the company as surety,to execute and deliver and affix the seal of the company thereto (if a seal is required), bonds, undertakings, recognizances or other written obligations in the nature thereof, (other than bail bonds,bank depository bonds, mortgage deficiency bonds, mortgage guaranty bonds,guarantees of installment paper and note guaranty bonds, self-insurance workers compensation bonds guaranteeing payment of benefits, or black lung bonds),as follows: ALL WRITTEN INSTRUMENTS and to bind OLD REPUBLIC SURETY COMPANY thereby,and all of the acts of said Attorneys-in-Fact, pursuant to these presents,are ratified and confirmed. This appointment is made under and by authority of the board of directors at a special meeting held on February 18,1982. This Power of Attorney is signed and sealed by facsimile under and by the authority of the following resolutions adopted by the board of directors of the OLD REPUBLIC SURETY COMPANY on February 18,1982. RESOLVED that,the president, any vice-president or assistant vice president, in conjunction with the secretary or any assistant secretary, may appoint attorneys-in-fact or agents with authority as defined or limited in the instrument evidencing the appointment in each case,for and on behalf of the company to execute and deliver and afro(the seal of the company to bonds,undertakings,recognizances,and suretyship obligations of all kinds;and said officers may remove any such attorney-in-fact or agent and revoke any Power of Attorney previously granted to such person. RESOLVED FURTHER,that any bond,undertaking,recognizance,or suretyship obligation shall be valid and binding upon the Company (i) when signed by the president,any vice president or assistant vice president,and attested and sealed(if a seal be required)by any secretary or assistant secretary;or (ii) when signed by the president,any vice president or assistant vice president,secretary or assistant secretary,and countersigned and sealed(if a seal be required)by a duly authorized attorney-in-fact or agent;or (ii) when duly executed and sealed (if a seal be required) by one or more attorneys-in-fact or agents pursuant to and within the limits of the authority evidenced by the Power.of Attorney issued by the company to such person or persons. RESOLVED FURTHER that the signature of any authorized.officer and the seal of the company may be affixed by facsimile to any Power of Attorney or certification thereof authorizing the execution and delivery of any bond,undertaking,recognizance,or other suretyship obligations of the company;and such signature and seal when so used shall have the same force and effect as though manually affixed. IN WITNESS WHEREOF, OLD REPUBLIC SURETY COMPANY has caused these presents to be signed by its proper officer,and its corporate seal to be affixed this 16th day of March 2022 surge,% OLD REPUBLIC SURETY COMPANY `Jon\c = ; SEAL ,,_ \4 4114 Ass�JalaJl1 :o nix r 1 .ard Secrete• '* President STATE OF WISCONSIN,COUNTY OF WAUKESHA-SS On this 16th day of March , 2022 personally came before me, Alan Pavlic and Karen J Haffner ,to me known to be the individuals and officers of the OLD REPUBLIC SURETY COMPANY who executed the above instrument,and they each acknowledged the execution of the same,and being by me duly sworn,did severally depose and say:that they are the said officers of the corporation aforesaid,and that the seal affixed to the above instrument is the seal of the corporation,and that said corporate seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority of the board of directors of said corporation. n g�T • A< K.• Pizybovi. t.9 j Notary Public My Commission Expires: September 28.2022 CERTIFICATE (Expiration of notary's commission does net invalidate this instrument) I,the undersigned;assistant secretary of the OLD REPUBLIC SURETY COMPANY,a Wisconsin corporation,CERTIFY that the foregoing and attached Power of Attorney remains in full force and has not been revoked; and furthermore, that the Resolutions of the board of directors set forth in the Power of Attorney,are now in force. SJ co' /( /4--- _7 7 w fco� r`� [i�S 74 0043 9 i, SEAL 7 € Signed and sealed at the City of Brookfield,WI this day of ism ORSC 22262(3-06) .. Secro nnm`� Assis :it r Patriot Risk&Ins Services LLC **** * * * OLD REPUBLIC SURETY COMPANY ***** POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That OLD REPUBLIC SURETY COMPANY,a Wisconsin stock insurance corporation,does make,constitute and appoint Scott Salandi,David Jacobson of Irvine, CA its true and lawful Attomey(s)-in-Fact,with full power and authority.for and on behalf of the company as surety,to execute and deliver and affix the seal of the company thereto(if a seal is required), bonds, undertakings, recognizances or other written obligations in the nature thereof, (other than bail bonds,bank depository bonds,mortgage deficiency bonds,mortgage guaranty bonds,guarantees of installment paper and note guaranty bonds, self-insurance workers compensation bonds guaranteeing payment of benefits, or black lung bonds),as follows: ALL WRITTEN INSTRUMENTS and to bind OLD REPUBLIC SURETY COMPANY thereby,and all of the acts of said Attorneys-in-Fact,pursuant to these presents, are ratified and confirmed. This appointment is made under and by authority of the board of directors at a special meeting held on February 18,1982. This Power of Attorney is signed and sealed by facsimile under and by the authority of the following resolutions adopted by the board of directors of the OLD REPUBLIC SURETY COMPANY on February 18,1982. RESOLVED that, the president, any vice-president or assistant vice president, in conjunction with the secretary or any assistant secretary, may appoint attomeys-in-fact or agents with authority as defined or limited in the instrument evidencing the appointment in each case,for and on behalf of the company to execute and deliver and affix the seal of the company to bonds,undertakings,recognizances,and suretyship obligations of all kinds;and said officers may remove any such attorney-in-fact or agent and revoke any Power of Attorney previously granted to such person. RESOLVED FURTHER,that any bond,undertaking,recognizance,or suretyship obligation shall be valid and binding upon the Company (i) when signed by the president,any vice president or assistant vice president,and attested and sealed(if a seal be required)by any secretary or assistant secretary;or (ii) when signed by the president,any vice president or assistant vice president,secretary or assistant secretary,and countersigned and sealed(if a seal be required)by a duly authorized attorney-in-fact or agent;or (iii) when duly executed and sealed (if a seal be required) by one or more attorneys-in-fact or agents pursuant to and within the limits of the authority evidenced by the Power.of Attorney issued by the company to such person or persons. RESOLVED FURTHER that the signature of any authorized officer and the seal of the company may be affixed by facsimile to any Power of Attorney or certification thereof authorizing the execution and delivery of any bond,undertaking,recognizance,or other suretyship obligations of the company;and such signature and seal when so used shall have the same force and effect as though manually affixed. IN WITNESS WHEREOF, OLD REPUBLIC SURETY COMPANY has caused these presents to be signed by its proper officer,and its corporate seal to be affixed this 16th day of March 2022 OLD REPUBLIC SURETY COMPANY (thi;: �y f�,G 6.aM Secrete. "" s` President STATE OF WISCONSIN,COUNTY OF WAUKESHA-SS On this 16th day of March 2022 personally came before me, Alan PavIic and Karen J Haffner ,to me known to be the individuals and officers of the OLD REPUBLIC SURETY COMPANY who executed the above instrument,and they each acknowledged the execution of the same,and being by me duly sworn,did severally depose and say:that they are the said officers of the corporation aforesaid,and that the seal affixed to the above instrument is the seal of the corporation,and that said corporate seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority of the board of directors of said corporation. Fi °y A` . Aoyelutt. K.. &bolos.. Notary Pttt�ic My Commission Expires: September 28.2022 CERTIFICATE (Expiration of notary's commission does not invalidate this instrument) I,the undersigned{assistant secretary of the OLD REPUBLIC SURETY COMPANY,a Wisconsin corporation,CERTIFY that the foregoing and attached Power of Attorney remains in full force and has not been revoked; and furthermore, that the Resolutions of the board of directors set forth in the Power of Attorney,are now in force. °`)" 'wf00 raft rt .% / / 74 0043 I g it SEAL r Signed and sealed at the City of Brookfield,W / I this & day of t 22 ORSC2?282(3-06) n"""mmom _��Secrete Patriot Risk&Ins Services LLC • t 5847 Engineer Drive,Huntington Beach,CA 92649 • To: CATY of AvMNNeow tow/ ' �� a ' MWC WeM4cS °FACE 24)0 M*tw Srie4Tr' � '% tlutrnr+alav Bewu1. quill