Loading...
HomeMy WebLinkAboutDocumentation_Regular_Tab 16_5/11/2023Agenda Item #16. Regular Council STAFF MEMO Meeting: Regular Council - May 11 2023 Staff Contact: Doug Chambers, Director of Department: Public Works Public Works Consider Request from Loxahatchee Environmental Control District to Allow Lining Contractor to Work Extended Hours for Gravity Main Lining on Country Club Drive Loxahatchee Environmental Control District is seeking authorization for their sub -contractor, Inliner Solutions, to work extended hours lining the existing gravity mains on Country Club Drive. Inliner Solutions plans to rehabilitate approximately 5,800 linear feet of 18", 21" and 24" gravity sewer across 20 manholes. The work will take place between 372 and 101 Country Club Drive. The contractor plans to rehabilitate approximately 300' per day. Phase 1 includes cleaning and TV inspection of the existing system. The extended hours are 7am-6pm May 22, 2023 - June 2, 2023. Phase 2 work includes lining installation and bypass pumping to allow cure times and service reinstatements. The extended hours are June 18, 2023 -July 14, 2023, 8pm Sunday - 8pm Friday, 24 h rs /day. Loxahatchee Environmental Control District will present this request to the Village Council at the May 11, 2023 Council meeting. This document and any attachments may be reproduced upon request in an alternative format by completing our Accessibility Feedback Form, sending an e-mail to the Village Clerk or calling 561-768- 0443. PROJECT NAME: Request from Loxahatchee Environmental Control District to allow Lining Contractor to work extended hours on Gravity Main Lining on Country Club Drive Proposed: BUDGET: N/A ENCUMBERED: N/A Projected Remaining: Page 473 of 2350 Agenda Item #16. N/A N/A PROJECTED TOTAL: N/A Approve request from Loxahatchee Environmental Control District to allow Lining Contractor to work extended hours on Gravity Main Lining on Country Club Drive VOT Request for Extended Hours (1) Page 474 of 2350 Agenda Item #16. �Nv%R°N&f LOXAHATCHEE RIVER DISTRICT W �'� �� 7° 2500 JUPITER PARK DRIVE, JUPITER, FLORIDA 33458 TEL: (561) 747-5700 FAX: (561) 747-9929 ° ry y�0 °i y°� D. Albre Arrington, Ph.D. EXECUTIVE DIRECTOR loxahatcheeriver.org • 1971 • Y g MEMORANDUM TO: Jeremy Allen, Village Manager, Village of Tequesta FROM: Kris Dean, P.E., Deputy Executive Director Kris Dean Digitally dby Kris Dean DN: E=Kris.Dean@lrecd.org, CN=Kris Dean, OU=Users, OU=Executive, OU=Jupiter, OU=LRECDFIonda, DC=lrecdops, DC=: 2023.04.2, DC -local Date: 2023.04.28 16:57:47-04'00' DATE: April 28, 2023 SUBJECT: Authorization of Extended Work Hours for Gravity Main Lining Services in the Village of Tequesta As part of the Loxahatchee River District's rehabilitation and replacement program we routinely use lining services which install a structural pipe liner within existing gravity mains. The District has been proactively lining aging vitrified clay pipe gravity mains and laterals in collection system basins within the Village of Tequesta since 2015. To date the District has completed lining of 198 service laterals and 47,629 linear feet of gravity mains. 2,281 service laterals and 37,437 linear feet of gravity main remain to be lined as part of the rehabilitation program. See attached map for reference. In December of 2022 the District engaged in a contract to perform main lining services in Lift Station 70 and 71 collection systems. The contractor, Inliner Solutions, has requested extended work hours for work included in Country Club Drive. Phase 1 Extended Work Hours: 7 am — 6 pm May 22 — June 2, 2023 Phase 2 Extended Work Hours: 8 pm Sunday — 8 pm Friday 24 hours/day June 18, 2023 — July 14, 2023. Phase 1 work will include cleaning and TV inspection of the existing systems to determine correct pipe sizes for lining manufacture. Phase 2 work will include the actual lining installation and the extended hours will allow for bypass pumping setup, cure times and service reinstatements on larger diameter mains. Inliner Solutions has provided a detailed schedule and scope of work, attached for reference. The District appreciates the Village's consideration of this request as we continue to pro -actively address aging infrastructure within the Village of Tequesta and provide a high level of service to our shared customers. Dr. Matt H. Rostock Kevin L. Baker Gordon M. Boggie Stephen B. Rockoff CHAIRMAN BOARD MEMBER BOARD MEMBER BOARD MEMBER Clinton R. Yerkes BOARD MEMBER Water Reclamation - Environmental Education - River Restoration Page 475 of 2350 Agenda Item #16. M_ a ti 'r aC, LU Cull cc LX C, IUD, i 0 3. z C) 0 0 0 LO 0 Page 476 of 2350 Agenda Item #16. Inliner Solutions 253Jewett Lams Sanford, rLozrn =n'"r'0 IV S `40T472.0014 Aor|ZO JO23 Village ofTequesta Z86Bridge Road Tequesta, FL 33469 ATTN: Doug Chambers Director Department ofPublic Works Re: |n|inerSolutions Curedin'Place Pipe Lining for Loxahetchee River District Dear Mr. Chambers, We are contracted with the Loxahatchee River District torehabilitate approximately 5,800liner feet of 18|nch 2Iinchand 24inchdiameter gravity sewer across 20 manhole-to-manhole sewer runs. The rehabilitation work will be performed by installing cured -in -place liner in the subject sewer pipes while under bypass. The work takes place on Country Club Drive between house address 372 Country Club Drive and 101 Country Club Drive (The intersection of Country Club Dr and Tequesta Dr) in Tequesta, FL. The work will progress from 372 Country Club Drive towards 101 Country Club Drive. We plan to rehabilitate one line per day (average roughly 300' per day) for the duration of the project. The rehabilitation process itself will require a continuous 12-14 hours per day. With set up and break down it will take nearly 24 hours per day. The lining process each day involves installation, curing, lateral reinstatement, and final video. The trucks involved to install and cure the liner generate noise. Operation of these trucks, in our experience, should only occur during daylight hours in residential areas. After final video /s complete, one of our crews will move the equipment, including bypass purnps and hoses, to the next section of sewer pipe for the following day. The process of moving the equipment is much shorter and will take 4 hours per move. The process of moving the bypass equipment involves pickup trucks and personnel moving it by hand and via pickup truck. The goal of this schedule is to shorten the overall project duration and keep the disturbance to each individual homeowner to a minimum. The daily schedule would involve a 24-hour workday between Sunday evening at 9pm and Friday evening at 11prn. From Sunday evening when work begins until Friday evening when we are finished for the week, we will have traffic control set up to close the northbound/westbound side of Country Club Drive. The traffic control plan will use an FDOT 102-603 setup. This plan involves floggeoto control traffic. At night, we will use a light tovverwit hthe f|aggcrstoheepthef laggersandvvorhsite U1um\nated. Our schedule will involve two phases ofconstruction. ThefiztphasewiU1nvolvec|eaning and CCTV ofthe gravity sewer. The cleaning crew will operate 7arn to 6pm Monday through Friday. This process will take two weeks. They will confirm measurements of the sewer (diameter and length) to order material for C|PP lining. We would like to begin the cleaning and cctv on Monday May 22". The second phase will he the CIPP lining phase, outlined above. This process would begin on June 191h and will take four weeks of 24 hour per day CIPP lining work. The cleanup and restoration, if required, will take place the week of July 24'. A detailed schedule of specific job sites and locations isattached. Page 477 of 2350 Agenda Item #16. Sincerely, Christopher Hee Project Manager (407) 687-5603 Page 478 of 2350 Agenda Item #16. u d u u 0 F, —uo-� 03 -D-0- < 2 u C) u ��OIE)-�LOS-1 OY u j 0, U u to W a ul z W5 Op u �;j M VZ 06C IV u s MM �o n /U 0 u &�b u 0 u C, V u N d d d 1 0 ul z u LD u u U U�U- OU u u �'p z M zoe7 9 F� . > F- u 0 & d u M .�@ u NI. u A�ku NNW .-0 (D C) -Ile CD OU *14 LO CD LO G\, co s o d 0 I u 6, g !3 8-3: E LO 04 —d-u— u -0 -,p Ul) 3; IM LO 3: J CN u 0 V- M I I-- �c M I M �c < u Q < V LO < C-0 Ac� C) �2 "D v M Al 1. 16 10 01 M GO -C 9 u vs 6,1 u Ol 6 lw Z F u v�>59 99t 69 -5p 9nE),�/DSI F- A 0 0 2i u CD 99 �OL 9 CLL 9 RZ-10-6LOS-1 zcls-zzosl lw Ol z u lw z Ao _O 3� 3: U- 0 too 3: < 4-A wl 9c �90 5 VA d P d z R z IP 3: T v b 15 u �2, �,,,ATG Ou d 81 In n 3: --36 u > z N > -C� a) :0� z 0 10 q 0 L) m > > .j jr5 > < 1�1 -Ll sl '�A U G\, V > 7P c� u > > '1A �2 s 0 D ZA lb C', > Page 479 of 2350 Agenda Item #16. 131 COUNTRY CLUB DR 127 COUNTRY CLUB DR 201 COUNTRY CLUB DR 123 COUNTRY CLUB DR 0 0 ' ;� 1 1 19469 PINE TREE DR LS070-MHO3 LS073-MH07 L3073-MHOl LS073-MH19 L-9073-MH15 DR I-----T "�'27 L'S 0 70 Gra vity Main 19938 PINE TREE DR 19913 PINE TREE DR 19438 COUNTRY CLUB DR 4966 BIMINI RD 4948 BIMINI RD 1932 BIMINI RD 4916 BIMINI RD 9900 BIMINI RD 1y444 GULFSTREAM DR 11%14/2022 ��- ��- No 19430 W INDIES LN 19429 GULFSTREAM DR 19422 COUNTRY CLUB DR 19428 GULFSTREAM DR 119 COUNTRY CLUB DR 19406 COUNTRY CLUB DR Legend 4 LS073-MH13 19411 GULFSTREAM DR 19410 LIS G FSTREAM DR 19407 PINE TREE DR 19393 CARIBBEAN LS07& MH40 • Manholes 11 19392 COUNTRY CLUB DR 115 COUNTRY CLUB DR 19393 GULFSTREAM DR 19394 G TRFAM DR VCP Gravity (To Be Lined) 19376 COUNTRY CLUB DR CONFIDENTIAL RE 19377 GULFSTREAM DR 19376 GULFSTREAM DR 13 DI Gravity (To Be Lined) 110 YACHT CLUB PL 19452 PINE TREE DR OH lo 400 '1) 0 50-0 0 19360 COUNTRY CLUB DR S073-GT07 LS070-MH80 !3 a,_ -bz-, -0 PVC (Do Not Line) mff� -�2 41-8i, Feet 19355 CARIBBEA1 19359 GULFSTREAM DR LS073-MHO5 19439 PINE TREE DR 19440 PINE TREE DR 1 08 YACHT CLUB PL 19340 COUNTRY CLUB DR 19353 W INDIES LN 16 PALMETTO WAY 19348 GULFSTREAM DR GraVity.331 AMR Lains-:1 ull LS073-MH10 19390 PINE TREE DR 19335 CARIBBEAN CTr 1 1 19344 W INDIES LN 19343 GULFSTREAM DR LS070-MH51 0 C NTIAL RECORD 104 YACHT CLUB PL 19330 COUNTRY CLUB DR '93111100 tal =-4-1-30 Ilf-E 99 YACHT CLUB PL 19324 CARIBBEAN CT 19332 GULFSTREAM DR 193111 PINE TREE DR 19321 CARIBBEAN CT 19326 W INDIES LN 19325 GULFSTREAM DR 19316 COUNTRY CLUB DR 19309 W INDIES LN 100 YACHT CLUB PL 19310 PINE TREE DR 19308 CARIBBEAN CT 19314 GULFSTREAM DR PINE TREE D 95 YACHT CLUB PL 19305 CARIBBEAN CT (D 19310 W INDIES LN' 19309 GULFSTREAM DR w 19300 COUNTRY CLUB DR`- 19307 W INDIES LN LS070-MH65 96 YACHT CLUB PL 19291 CARIBBEAN CT 19292 CARIBBEAN CT L3073-MH08 19298 GULFSTREAM DR 19410 PINE TREE DR LS070-MH66 61 YACHT CLUB PL 19296 COUNTRY CLUB DR 19292 W INDIES LN 19291 GULFSTRFAM DR L307 MH17 LS073-MH16 19291 W INDIES LN 9272 CARIBBEAN CT 19275 CARIBBEAN CT 9270 PINE TREE DR 92 YACHT CLUB PL 4.V LS073-MHO9 19280 GULFSTREAM DR �j 19270 COUNTRY CLUB DR 19439 PINE TREE DR 87 YACHT CLUB PL LS070-MH27 19267 GULFSTREAM DR 19277 W INDIES rm 19259 CARIBBEAN CT LS070-MH67 19244 CARIBBEAN CT c:S `5 19,400 PINE TREE DR 19256 COUNTRY CLUB DR 88 YACHT CLUB PL '9 19260 GULFSTREAM DR LS070MH60 LS073-MH2O 8 1 3 YACHT CLUB PL 19240 CARIBBEAN CT 19267 W INDIES LN PINE TREE DR LS073MH03 19245 CARIBBEAN CT 19240 COUNTRY CLUB DR 19242 PINE TREE DR 84 YACHT CLUB PL 19236 GULFSTREAM DR - 19228 CARIBBEAN CT 19235 GULFSTREAM DR LSD73-MHO4 PINE TREE RD 79 YACHT CLUB PL 19224 COUNTRY CLUB DR � 4937 WINDWARD AVE 4941 WINDWARD AVE, 19227 CARIBBEAN CT p�pLS070-MH70 19214 CARIBBEAN CT '.S" 6, lc, 19224 W INDIES CIR 19216 PINE TREE DR CONFIDENTIAL RECORD 19 w- iLS070-MH32 �6 235.92 LS070-GL62 LS070-GL82 231 56 0 0 11, LS070-MH53 7'SLS073-MH18 o 487 LS070-MHO2 19727 W INDIES CIR 479 TEQUESTA DR, 10 75 YACHT CLUB PL LS070-MH69 LS070-MH23 1 19220 GULFSTREAM DR 19191 FINE TREE DR W INDIES CIR 47�1 TFQUESTA O�R 76 YACHT CLUB PL LS070-MH16 c 19218 19186 COUNTRY CLUB DR I IL 4948 WIND 4920 WINDWARD AVE9213 W INDIES CIR 479 B WARD AVE 6- 19202 GULFSTREAM DR I �E�UESTA DR 116 FAIRVIEW E 4942 WINDWARD AVE 4936 WINDWARD AVE 19193 GULFSTREAM DR I I 479 TEQUES 479 TEQUESTA DR 6 19180 PINE TREE DR 72 YACHT CLUB PL 479 TEQUESTA DR 5 19176 COUNTRY CLUB DR 394 GULFSTREAM DR 79 TE QUESTA EQUIEb IA DR 4 LS070-MH21 b/ YACHTCLUB PL 4805 TEQUESTA DR �9TEQUESTA DR 3 CONFIDENTIAL RECORD 4939 TEQUESTA DR 4885 TEQUESTA DR 19165 GULFSTREAM DR 4829 TEQUESTA DR 1 68 YACHT CLUB PL 4979 TEQUESTA DR 4863 TEQUESTA DR 79 TEQUESTA DR I �� \�—IS070-GL16---/ L5070-GL86- 070-GL52 202-99 245.99 LS070-GL77 149.88 12" 101, 321.�9 LS070-GL73 -SD70-MH68 10 395.61 LS070-MH73 LS070-MH31 81, LS070-MH20 % -LS070-MH39 LS070-GL80 LS070-MH61 LS070-GL75 298.02 369.67 7,9 LS070-MH15 LS070-MH29 L 13 0 3 YACHT CLUB PL 64 YACHT CLUB PL b 51 35 G" L3070 GL10 LS070-MH47 66 L ',""/'0- M H 4 6 A 10,7447 L5070 1 316.75 12 BAYVIEW-TER 8" +— - L5070-MH58 L5070-MH37/ H211 12 BAYVIEW TER 59 YACHT CLUB PL 60 YACHT CLUB PL 8 BAYVIEW TER 4 BAYVIEW TER 15 BAYVIEW RD o A!� 16 BAYVIEW TER L5070-GLO8 241.09 55 YACHT CLUB PL 56 YACHT CLUB PL 482 TEQUESTA DR 070-MH13 - - - - - - - — LS070-MH12 19 BAYVIEW RD •19 BAYVIEW RD (D 51 YACHT CLUB PL 52 YACHT CLUB PL 11 BAYVIEW TER 7 BAYVIEW TER 3 BAYVIEW TER 23 BAYVIEW RD LSO 23 BAYVIEW RD 70-GL39 I oa LS070-MH11 LS070-MHO7 47 YACHT CLUB PL 48 YACHT CLUB PL 27 BAYVIEW RD 19058 POINT DR 10 BAYVIEW CT 6 BAYVIEW CT 2 BAYVIEW CT 15 SHADY LN 11 SHADY LN 7 SHADY LN 3 SHADY LN as LS070-GLO1 1 13.7R 19 SHADY LN 8" 43 YACHT CLUB PL 44 YACHT CLUB PL 31 BAYVIEW RD 19038 POINT DR LS070-GL05 LS070-MHO6 LS070-MH61 219.81 LS070-MHO9 LS070MH10 5VYACHT CLUB PL 40 YACHT CLUB PL LS070-MHO5 '4— 35 BAYVIEW RD 23 SHADY LN 19020 POINT DR 4 SHADY LN 8 SHADY LN o 9 BAYVIEW CT 5 BAYVIEW CT I BAYVIEW CT 66. 670-GL36 204.93 36 YACHT CLUB PL 12 SHADY LN LS070-MH24 M LSGA�LS070-MH62 7p 16 SHADY LN 19000,POINT DR j' 11 DEWITT PL vJo INIVER DR SHADY LN 20 SHADY LN BAY HARBOR RD 32 YACHT CLUB PL L 070-MH77 24 SHADY LN 1 BAY HARBOR RD\ 08 Y LN 3 ASH Page 480 of 2350 Agenda Item #16. E O E cl M ° o C ci U M L N O Ncl N M O C a� _CD M lid w O O L E m 2 F- (0 4-0 M E MD N N t M CO t -I- LO U �CU°C° 0� AMEN V O Cl) i O O o ■� Q. O • V V CL p = (Y) O O L LIL 1_ c O 2 ,A v+ O U) CO }, MENEM ' iLL r 0 J MID �O V/ J O 0 O W O - v N L AMEN_ O v L O ro r fa a) N � � � L dJ ►/ O vi � aJ 0 Ou V) o J o 2 W uj o ; a }; X N W 1 N O� O �a O 0 `�o 't MLO U �� �a� y M O C) O � E. M x•Nc�O �c�0 CO �Y���co O M 11 L � N ~ ti ti T ti •� O O J T O J T CD J N O J 0 CDCD J �; J q J J J J = T p C6 O O � ti T O C6 T O C6 L T J ,^ T CD CD CD CD 40 CD cn J J J J - cv +r N J J i••' � O > > > O U U U U a U t) U L) V U O •� M M M M E M 4 Qa V C) U C) U U) U) U) .> .>Lm C� 00 c J O B BO coN Re O 1 d U m U m = U m C c .� cn �> cC cc = T _ 2 O O �+ N *k 2 +p+ C O O = O 'w P.-C M N N O p L O O N � U . d _O O 0) toN 4) T O N 4) M Nto '._U' N N = N N 2 � +i � N 2 O � M ~o� �= U U ma CO.Iq U) O CD U)U)U)C cT c� U)M J T J J J T L L U L Cl o 0 O J V U U � M M N N N d O Z O Z O Z O Z O Z � N LC) N Lr) N LO N U) N LO O L Li 0 a CD 4w u c Z � C c C R � a U) c c cC c c c LL Page 481 of 2350 Agenda Item #16. E O E cl M ° o C ci U M i N O Ncl N M O C a� _CD M LO CN lid O E O N N t M COro t LO U AMEN V O Cl) C 0 0 o ■� Q. O • V V CL p = � L LO J AMENO _ Cl) 21..& 10c) Q. ,A v/ +- 0 O to CO }, — O ti C) U MENEM O L iLL 0 J MID O c � J o 0 o 4� L O t- Ln AMEN O (3) v L O _ � C v = O N 4-j � ►/ 0 vi aJ 00 � V) y J .> cM 2 W � w o � ; a }; X O N W 1 N O� O O �a 0't `�o MLO U �� �a� y M O C) O � E. M x 'N CDCO O CO �YU-)uU-)c� N O 0 � � i O ti O M LO O � J J i _ 9 O J CD r J � w > L � � O � J J O U CU U CU U U V U •� M M M L Mco L cn cn .//M co .,,M •L •L V V LL M N CDOr Or JI Ri 'O N N M N N E = 00 C 00 U U c U > U O = O 45 .� N O M M � M M O M M CN O O V N +O+ V M i M N 'L M i LO V > V p CDO p +0+ U) J CO w J U) J 00 L Q 0 L 0 L V G 04 N � o U NZ N Z M N }' Z M No �+ Z M No �+ Z C) N LO O M Lr) M LO N �G N N W O L LL z LL R c c 4- a r IKS C CZ i c c LL Page 482 of 2350 Agenda Item #16. E O U E Ov o E u O U +, L 0 L L N cn (D N _0r- L O N N M O w O F 00 / ■L co M 0) = '� N N M M a) L s M U � _ 0 � LO s o � C:N C� Cl)~ � N C � O N 64 V .00 0c EZOc O � v O ■ 0 O E O U L O •— '0 .� J y�A a W L O 2 Q� M G! C CEO L M L V/ O O 4. /) �L O ti i O Li C) J O O cn J � v •L A + W a+ � U) O buc _0 O U QJ U 0 QJ ♦' V = U N - f+ M O a) v V o C C O 4-1 J O Y OU tin L %wo •� M 2 W LLI I a � i O J a N c M OO 1�� a� 0 t M LO a \y M 0 0 L m y 3 O •L cD p cD cD H � 0 T T T T O T Cn O 00 O M T T � T ti T ti T ti T ti T ti � •M co co co L J J J O i O t � � E E p 00 ;T0 ;T0 ;0 000 t t+ (D +, O O O O O E La cn (D cv cC C ca C N 0 0 a > a > a > a > a 0-2 0 m v E v E v E v E v 3 00C G G C0C0C G G E M M 10 1 L Q C C C C LL I C y (7) y q y M y L J N N Cl) Cl) M M C cc cn E E E ECA y y � J J J J J J m E 0 E p E E E L 00 CO � 4-1 � M ~ 4- to � ~ � M � � CDQ T= T= E OO T T= E 1� T T= E O 4~ T= E= M N O p L L L L E CO ~ ~ C ~ C ~ C ~ C ~ ti J J J a J J a J J a J J a J p a a a a L L L L L L •C a p U U U U U U V v O C MJ C C C C C 1 U U U U U U ti M ti M W M LO M M MCl) N M CO) N O O Z N O O Z N O O Z N O O Z N O O Z N O O Z 0000 ` O N r N N N M N t0 tD t0 t0 tG �O � ca ca ca ca ca O LL Page 483 of 2350 Agenda Item #16. E O U E Ov o E u O U A.- L 0 L L N cn (D N _0r- L O N N M O w O F 00 / ■L co M 0) = '� N N M M a) LOs M U � _ 0 � LO s o � C:N C� Cl)~ � N C � O N 64 V .00 OJ(j) 0�0 EZOc O � v O 0 O E O U L O •— ul .� W L O 2 Q� M G! C CEO L L MLO V/ O O +.+ i O LL r C) J O O cn J y o buc p _0 o U QJ U O QJ ♦' V = i N - f+ O a) v V o C C a) O 4-1 J O Y OU tin L %wo •� M 2 W LLI I a � i O J a N c M OO 1�� a� 0 t M LO a \y M 0 0 L m y 3 O •L cD p cD cD H � 0 N T N T 14T T ti O LO T LO N T T T T T T � •� L � J ti J ti J ti J ti J ti J � O i O t � � E E p N C N t C T N 0) C T N 0) C T N p +•+ �•+ •� (D +, Cj) N CD� �_ O �_ � O C � O �_ � (D C E Q C� N y� 0 0 0-2 J a N > J a N > J a � > J a N > J a 0 m v E v E v E v E v 3 00C G G C0C0C G G E Q M C M C 10 C 1 C L LL I J I,- M � M y LOy M l N y ti N y M C cc cn E M E C) E M E y y _ I` TL I` T I` ti 1-Q Vi J G co O EJ CD co O CDO J CDO co CD CD�% J m L +O+ T +O+ T ti p — I` +O+ LO f` +O+ N M f` +O+ N EG� u O N N= _ O N N= _ E O L r T= N = E O L qr r= = E p L LO N T= = E p L N M N= = 0 L E U) ti ti C •C T C •C ti C •C f` C •C ti f` co J w J J a a O J J a a CO J J a a co J J a a co J E p •C J i ++ y 4) v O J C U C U C U u C U o1- C C) F- 0 c") 0 M 0) N 00 N N L N N o O Z N o O Z N o O Z N o O Z N o O Z N o O Z 000 ` t0 (7) tD O N t0 r N t0 N N tG M N �O � ca ca ca ca ca Z = O Cl) L •i LL Page 484 of 2350 Agenda Item #16. E O U E Ov o E u O U A.- L 0 L L N cn (D a)N _0r- @-j L O N M 0) w 0 F 00 / ■L co M 0) = '� N N M M a) LO s M U Ln _ 0 � LO s C� o � � N Cl)~ o N c.�o 64 a) V 00 0c � EZOc i 0 O o O E U L O ■� U N 'L ■� W L O 2 Q� M G! C CEO L L V/ O O (3) 4 V/ .p o O L LL O J O ti O cn J v rn o buc p _0 o U QJ U 0 QJ ♦' V = U N - f0 o a) v V o c a' 4-1 J C U V) L %wo .� M 2 W LLI I a � i O J a N c M 0 1�� 0 a� t M LO a \y M (D 0 (1) L M �_ O .L C s H V 0 Cc C L C 0 0 i he he -he i LL J O O O O O O t t t t t t i i i i i i V► O O O O O O Z Z Z Z Z Z V L 0 0 J M co �+ o Z o Z o Z o Z o Z o Z ca � ti ti ti ti ti ti � ca ca ca ca ca 0 LL Page 485 of 2350 Agenda Item #16. E O U E Ov o E u O U A.- L 0 L L N cn (D N _0r- L O N N M O w O F 00 / ■L co M 0) = '� N N M M a) L s M U � _ 0 � LO s o � C:N C� Cl)~ � N C O N 64 N U .� OJ00 (j) 0�0 � EZOc O � v O ■ 0 O E O U L O •— ul .� W L O 2 Q� G! C CEO L M L a) V/ O /7 N V co O +� _ _ �L O ti i .=U�� i O Li r C) J O O cn J v A + W fn O buc _0 O U QJ U L- 0 QJ ♦' V = i N - f+ O a) v U o c _ `� a) O 4-1 N J O Y OU tin L %wo .� M 2 W LLI I a � i O J a N c M OO 1�� a� 0 t M LO a \y M 0 0 L m N 3 O .L cD p cD cD J�1,III ULOcnL H � 0 CO Co 00 N O 1` � J T J T J T J T J O J O � •� � cn ti co ti cn ti cn ti co ti co L O i O t � � E E p O N C N t C T N 0) C � N 0) C - NLa p ++ �•+ (D +, O O O O O E (n N C C C C C Q N 0 0 a > a > a > a > a 0 m U E U E U E U E U 3 00C G G C0C0C G G E Q M C M C 10 C 1 C L I4-0 to to O L N N J M R M M T y M N M C cn E 0. E 0- E 0- E v, r r r CDCDf` O I` O O ~ CDMM� 0 M ~ CD CD ti CD Q . (n U) O co O O cn O cn m °� ° E c� °Z_ E z M �C_ E °o E co 0 1 E C14 C14 to C14 C14ti ti C ti ti CD LO M= M= E O N = = E p T ti E p O= = E p 'q_ = T T L T L `� T CDL ti CO `� O L `� CD E ti C ti II1 C O J (n ai C ti C ti CD ti (n U)�_ cn �= J �a Cl) �_ cn E J J J a J J a J a J J a J p a a a a L L L L L L C vr- C C r- c E C J M M �; m U It M N U I M N U O N N U 1�- O N V U T M T U LO r r N O O Z N O O Z NCl) O O Z NCO) O O Z NCt) O O Z N O O Z cD i oo a� o Lc) N w N tD N t0 N t0 N tG M �O � ca ca ca ca ca O LL Page 486 of 2350 Agenda Item #16. E O U E Ov o E u O U A.- L 0 L L N cn (D N _0r- L O N N M O w O F 00 / ■L co M 0) = '� N N M M a) LOs M U � _ 0 � LO s o � C:N C� Cl)~ � N C O N 64 N U .� OJ00 (j) 0�0 � EZOc y O � v O ■ 4 O E O U L O •— ul .� W L O 2 Q� G! C CEO L M L a) V/ O /7 N V co O +� _ _ �L O ti .=U�� i O Li O J O O c J � A+ W U) O buc _0 O U QJ U 0 QJ ♦' V = i N — f+ O a) v U C: O C C a) O ate-+ �--' L J Y O O U CID L %wo .� M 2 W LLI I a � i O J a N c M OO 1�� 0 a� t M LO a \y M 0 0 L m N 3 O .L cD p cD cD H � 0 1� 1� N r M J J J co co cc L J J J J O i O t � � E E p tM 0) 0) it C N C N C N C N +0+ Cl) N co N Q N M O a > a > a>aO 0-2 0-2 o O O O U m m E E E E O 00C G G C0C0C G G Y E M M 10 1 L Q C C C C I M ++ M U)N (1) N (1) r V> (D O J M M M M t/l M U1 T t/1 N 2 c E E E E `� o o o o o o ti ti � ti CD ti CD ti CD � ti CA co0 J J �' J -' J �' J m E E E E ~ ti ++ O O M ti ++ 00 M tioo ++ COM LO _� LO E N Z E w M E Itito w E rn O = p = p = p = 0 O O C O C O C O C O M ti co U) �= cl) �= co �� cl) = Cl) E J J J a J J a J J a J J a J p a a a a a� Q O O O O J U V U V U U 0 0 0 0 M M M M ti N 00 r T O r O ci T ai T � T ci T T T M O N O N O N O N O N O +; c Z CDZ CDZ CDZ CDZ CDZ N O r N M � ca ca ca ca ca O LL Page 487 of 2350 Agenda Item #16. E 0 U E 0 cl O E N O U A. -I L C: O L a) U O L L0 a) co M :3 N ci L _ Q U) I (� J-- U) N v 0 fn N v _ ca L ca W p M .-. 0,EZ0 p � O � v 0 Cl) C 0 0 E O U L o .E U 'L ■� J 0)�L Ea=+ Lm M M v (.0 O LO dJ O Cl)4-j U) U 50 0 C L .1 V) O � o LL �1L V r 0 J 0 cn J 'i ^+ W txc N _ O OLC 0 O L O v A-+ O v v L U — 0 ro a v x O N � � v 0 J N 0 v 0 ° V) y 2 'r_ o W uj a X (1) L 0 W N p M O v � a `y LO C) O C) JY����� t � v to O O J � � 06 O ao J c? J c? ti J ♦, () O O � o cn J Q T- Qa 00 00 C C 1r v N a a a a � U E LO 0 V E LO 0 V E LO 0 M M M JI > > coti `O E CDti M E O ~ ti E � O � O r O U U J J J O� ap ti cn � = a_ � cn a_ O U O _a U O U i �' O � 1` � N i 0 �+ O O M O O O 2 J � J J L 0 E o U O LO Qi ti LO N M o 4.0 Z M o Z M o Z M o 4 Z M o Z 0LO 1 f I 1 00 ti M M >41 M M O LL M F- 0 4 t n CD 0 '- Z i z c (1) U) O L 0 c 0 L C L a) ^0 W U) N L 1_ 0 a) 0 0 a) O L U) Q) 4-0 U c a) Page 488 of 2350 Agenda Item #16. E 0 U E 0 cl O E N O U A.- C: O L a) U O L0 a) co M :3 ' C - s 0-) N -0 O M 00 ci L _ U) I LO J-- U) N v 0 N C N LJ 0,EZ0 p � O V O Cl) C 0 O E O U L o .E U 'L ■� J 0)�L E a=+ L.M M v 1 O �+ C -C CD O s L a Cl) p Cl U U C50O 0 Q) C N C L • O � o L LL O J O O c J ^+ W txc•� _N O OLC 0 O L O Q) M+ O v v L U — 0 ro �/ O N � � Q) O J `� 0 ° 2 o W uj a X (1) L O W N p � O v � a `y LO C O C) JY����� t � v to r O N O U) � J CD (1) J J I J M -q M Cl) M M r J J r J J � Iq J J � '> _ O O O J O }+ r O _ 00 4) v N a a a a In 0 LO 0 LO 0 M M M E E EM > > M JI M O 00 O w 1* O J J J U U ti= r 0 O� T y c� ate= a a a C= a a J r U J' 00 otio U J' U i +moo M CO Y o ++off O O ♦„� Z O c cn 0 (0 0 2 W O ti CD J � CDCDC 2 J � 2 J � c L_ v 3 V J W M s co M s co M NZ No Z No Z No Z No Z O N N N N Q r M 0000 0000 0000 0000 M M M M M O LL M 0 (1) U) O L 0 C 0 L C L a) L ^0 W U) N L C 0 a) 0 0 a) O L U) Q) 4-0 U C a) Page 489 of 2350 Agenda Item #16. E 0 U E 0 cl O E N O U A. -I L C: O i a) U O L L0 a) co M :3 N ci L _ Q U) I (� J-- U) N v 0 N N v _ ca L ca W p M 00 LO .-. u 0,EZ0 p � O V O Cl) C 0 O E � o U L o .E U J 0 CL E 2 a=+ 6. M M v O (.0 L v O Cl)4-j U) U 50 0 Q) C L • N O i 0 Li O J O ti O c J 1txc ^+ W _N O OLC 0 O L 0 v A-+ O v v L U — 0 ro � v x N � i dJ O J N Q� 0 ° V) y 2 'r_ o W uj a X (1) L O W N p � O —mom a 0 0 0 `y Itv LO C) O C) iC � L � CO JY��LOco L t � v to ■ O ti O cn J Iq _O '> J O O J J i O C� c J O 00 00 00 � 4)_ c (D 4) a'' N a_ _a _L LO - LO Q O v EE }' LL > LO ~ r` r` M c JI M 0 M 0 N E J L L L .E .E J cn O O M J J � d � cD a � a> Cl)- a Cl)� M O� U U0 v � CO�w r +�+ CD r V) N. LO M = CD O = N J CD ti Cl)CIO 2 J J J L �° 3 Z J m m . N Iq LL � � M � M � M M No Z No Z No Z N Z N Z M N N N 0 O r 0o0 0000 000 00 00 M M M M O LL F- M 0 (1) U) 0 0 c 0 L a) L ^0 W U) N L 0 a) 0 0 a) O L U) Q) 4-0 U c a) Page 490 of 2350 Agenda Ite 60 techndopigs in1►►ter. INSTALLATION GUIDELINES FOR THE INLINERO CIPP PROCESS INSTALLATION GUIDELINES The following guidelines are provided for informational purposes only. Please be advised that adequate training and site experience are required to attain certification to successfully install the Inliner process of Cured -in -Place Pipe renewal. Cured -In -Place Pipe Description CIPP consists of a soft, flexible tube that is impregnated with a thermosetting resin, installed as a liner in an existing pipeline, and then cured by application of heat. It is installed by many different techniques, but the most common is direct inversion per ASTM F1216. Direct inversion is an installation process in which the liner is turned inside out and inverted into the host pipe with water or air pressure. After the liner has been installed in the existing pipe or conduit, heating the water or the air that was used for the inflation cures it. Once cured, a new continuous pipe -within -a -pipe has been produced. The ends must be cut open and any lateral connections on the pipe must be reinstated. Tube materials may consist of woven and non -woven felt(s), fiberglass, aramid and carbon fiber, or a combination of these products. Of these materials the most common is the non -woven needled felt made of polyester fibers. The tube is manufactured with a plastic membrane on the outside which allows for a vacuum impregnation of the tube material, contains the resin inside the liner, and protects the resin from water or air during the installation and curing process. Various types of thermosetting resins and materials for tube construction are used to accommodate different piping environments. Isophthalic polyester resins are used in most sanitary and storm sewer applications. CIPP Installation Details It should be understood that the following descriptions and pictorial representations are generalized and not intended to encompass every aspect of any given project. Job site conditions vary and often change from installation to installation. Page 491 of 2350 Agenda Ite"t 160 inlipmr. fechrroJagfBs The basic aspects of CIPP projects involve the following generalized steps: • Inspection • Job site and pipe preparation • Lining tube preparation • Liner installation • Liner curing and cool down • Lateral connection reinstatement if required • Final inspection and Testing Inspection For CIPP to be properly installed, a full inspection of the pipe and the surrounding job site conditions should be conducted. A full closed-circuit television (CCTV) inspection of the pipe should be completed to determine the type and amount of debris, structural damage, possible root intrusion, offset joints, and any other anomalies that may need to be taken into account when designing and specifying CIPP. In addition, this CCTV inspection will provide the engineer with the information necessary to determine the classification of the pipe damage, which will determine the design criteria to be used. The underground inspection should also include manhole conditions, pipe depths at each manhole (or pipe access), pipe segment lengths between access points, and active flow evaluations to determine what equipment and/or special preparations may be required to bypass pump the effluent in the pipe. If the flow is significant, it may be necessary to observe flows at several different times of the day or night to determine peak rates. The above ground inspection should note general and specific job site conditions that will determine traffic control, equipment set up, or special equipment necessary. Some specific items include the location and accessibility of pipe access points, overhead obstructions such as trees or power lines, special easements (i.e. railway lines), availability of water, and site conditions. Job Site and Pipe Preparation There are many different conditions that exist on any particular job and in any particular pipe. These guidelines do not cover the details of all the equipment and preparation techniques because they are project specific and variable. However, it should be noted that the success of any project being completed on time and within budget usually depends on proper project planning, which is then carried through to site preparation. An extremely important requirement for successful pipe lining is that the pipe be free of dirt and debris before lining. CIPP can pass over debris and through collapsed pipe and offset joints, but the final product may not be acceptable. Wrinkles in the CIPP and reduced diameter may hinder equipment for final inspection and may impede the ability to properly clean the pipe. A pre -lining inspection that shows the full circumference of the host pipe should be conducted prior to lining to ensure the pipe can be renewed with CIPP and has been properly prepared for lining. Page 492 of 2350 Agenda Ite6. M M � J L1 Tube Preparation Pipe conditions will determine the design requirements of the tube, which include the tube thickness and the type of thermosetting resin necessary for the project. The tubes are tailored to the exact pipe conditions so accurate diameter/circumference measurement is important especially in large diameter and odd -shaped piping. After the tube is designed and manufactured, the tube is prepared for resin saturation. Installers typically prepare their liners in the controlled environment of a saturation facility where the resin, catalysts, and tube temperature conditions are manageable. Although not a requirement, an installer may refrigerate the resin(s) used for lining, as well as the resin -saturated liner in order to slow the chemical reaction. This refrigeration increases the stability of the catalyzed resin and increases the allowable storage time before installation. The tube itself is prepared by evacuating the air from the liner with the use of a vacuum pump. The resin is catalyzed and infused into the tube with the aid of the vacuum. The proper amount of resin is gauged with the use of motorized pinch rollers that are set to a proper thickness based on the tube being impregnated. After the tube is resin -saturated, it is directly loaded into a truck that is typically refrigerated and transported to the job site. When the resin is properly stored, catalyzed, and the liner is properly handled, resin -saturated liners can be stable in a refrigerated truck for two weeks or more. A diagram of the resin -saturation process of the tube going through the pinch rollers and being loaded into the truck is shown in Figure 1. Figure 1. Diagram of resin impregnation process Liner Installation The following installation technique is a generalized description of the direct inversion method of installing CIPP. This method has been used successfully to install millions of feet of CIPP. The direct inversion installation of CIPP is specified in ASTM F1216 and the techniques recommended and utilized by Inliner Technologies are designed to meet and/or exceed the requirements of this standard practice. Initially the resin- saturated liner is turned inside out and attached to a banding cone. Water or air is then added to the liner to create pressure and force the liner to continue to turn inside Page 493 of 2350 Agenda Ite6. M M � j L1 out on itself. As the resin -saturated liner is turned inside out, it sequentially inflates tightly against the host pipe as it moves forward from one access point to the other. For water curing, the water circulation hose(s) is (are) attached to the end of the liner, and the circulation hose(s) is (are) pulled through the entire length of the pipe as the liner is inverted. If an air cure is being utilized, the air temperature is increased and the curing process is initiated. A diagram of the inversion process is shown in Figure 2. Figure 2. Direct inversion of the resin - saturated tube into the existing pioe and iiiflating it tightly against the ,pipe. Liner Curing and Cool Down Direct I nvers ion Tube Once the liner has been installed, turning it into a pipe -within -a -pipe requires the process of curing the thermosetting resin. For water cures, water is taken from the column and pumped through a water heater and out through the circulation hoses to the far end of the liner as shown in Figure 3. Figure 3. Process o circulating Boiler s uction Lin e heated water* 7--mm6L, throughout the Hat water le ti th of installed Discharge Line 0 -Ar-_ infinee. tube and technolQc_. curing the .. thermosetting _ ,_ resin toforrn a pipe -within -a -pipe. *For air cures, steam is pc-h-.seci tfirota h the lire. For curing consistency and quality, the temperature during curing is carefully controlled and measured at several places throughout the system. The temperature is typically monitored at the downstream end of the liner. The temperatures between the resin -saturated liner and the host pipe are also typically monitored on both the top and the bottom of the pipe. By so doing, the temperatures inside and outside the liner are monitored to ensure appropriate heat transfer across all sections of the CIPP Page 494 of 2350 Agenda Itelt 160 inlipmr. fechrroJagfBs laminate. Specific details of the cure profile are not covered in this guide because curing temperatures and times vary depending on the type of resin and/or catalyst used, the thickness of the liner, and the conditions surrounding the pipe. It should be noted, however, that the physical properties of the finished product are very much governed by a properly selected and executed cure profile. Lateral Connection Reinstatement Once the liner has been installed, the ends are removed and the lateral connections must be reinstated. For small diameter piping, remotely operated robotic cutting equipment is positioned in the pipe and monitored with remotely operated CCTV equipment. Larger diameter pipe that can allow a worker to enter will typically not be cut by remotely controlled cutters, but instead be cut by hand. ASTM F1216 and F1743 specify laterals to be reinstated to 90 percent of the original opening, but some municipalities may specify other criteria. Final Inspection and Testing To ensure the final product is structurally sound, samples of the liner for each section of sewer lined are taken in accordance with Section 8 of ASTM F1216. When tested by a third -party laboratory, each sample must meet the physical properties for flexural modulus and flexural strength used in the design calculations. The last step in the CIPP rehabilitation process involves final CCTV inspection of the pipe. Most project engineers require a full inspection of the CIPP throughout the length of each installation. The full circumference of the pipe should be visible, and the camera should be stopped for a full inspection of each lateral cut. The existing ASTM practices currently do not offer full detail of acceptable or unacceptable defects in CIPP. It should be understood that most pipe being renewed with CIPP is being done so because of defects in the existing pipe. CIPP forms over the defects of the existing pipe and these defects will often be visible to some degree through the liner. Inspection will reveal pipe joints and missing segments of pipe through the CIPP. Where sharp bends exist and/or where the diameter is reduced, there may be some wrinkling in the CIPP where extra material bunched up into a fold. Limited wrinkles and visible defects of the existing pipe are considered to be acceptable for CIPP. Unacceptable defects include miss -cut laterals or cuts where no lateral exists. Lifts, points where the liner is not fully inflated against the host pipe's wall, in the bottom of the CIPP because the liner was either not properly cured or where the external water pressure exceeded the internal head pressure of the water column are also unacceptable. Tube Materials and Construction Liner Products is the preferred manufacturer of all Inliner Technologies inversion tubes. Although they are separate companies, Inliner Technologies has a unique partnership with Liner Products as the primary supplier for Inliner's group of licensees. In addition, Liner Products is an ISO 9001 certified manufacturing facility which brings an added element of quality control to the Inliner product. Page 495 of 2350 Agenda Ite"t 160 inlipmr. fechrroJagfBs Tube construction for CIPP may consist of non -woven or woven fibers or a combination of these materials. The outer layer of the tube consists of an impermeable membrane coating of a tough thermoplastic material. Sheets are then cut to the required size from large rolls of felt or plastic coated felt. The tube is fabricated from the cut sheets of fabric according to the existing pipe size and required design thickness for a specific pipelining project. In order to build up the specified tube thickness, multiple layers of woven and/or non -woven layers may be utilized. The inner layers of fabric are joined by various means, depending on the construction and type of material used. The outer plastic -coated layers are either chemically bonded or thermally bonded depending on the thermoplastic construction, and the seal is made to be watertight and airtight. The plastic -coated layers are always placed on the outside of the tube. The outer plastic coating serves several purposes. First, it allows the tube to hold a vacuum, thereby providing complete resin saturation of the tube fabric. Secondly, the outer plastic coating protects the inversion tube from the water or air pressure as the liner is being inverted and can be made of several different types of thermoplastics. Inliner Technologies specifies both polyurethane and polypropylene coatings for its tube products. The most common tube construction for CIPP consists of non -woven synthetic fibers needled into a dense felt. The felt materials specified for CIPP are a highly engineered product having many different components in order to optimize for resin -saturation, fabric strength, fabric flexibility, and final properties of the installed CIPP. Felt can be constructed of polyester, polyethylene and/or polypropylene fibers or a combination of these fibers. The fibers have specified diameters and can also have specified geometry and average length(s). Inliner Technologies specifies polyester fibers with a proprietary blend of diameters and geometry optimized for the inversion of CIPP. Experimentation by Inliner Technologies indicates that polyester fibers provide an optimized combination of adhesion to the resin, overall tube strength, and chemical resistance when compared to the other fibers available. The liner is also engineered to have enough strength to minimize stretch during the inversion process, but also have enough flexibility to allow the liner to stretch out and fit tightly against the existing pipe. General Resin Overview The resin(s) specified for CIPP govern the short and long-term performance of the product. Polyester resins are most commonly specified for Inliner CIPP. The most commonly specified polyester resins are in the family of isophthalic polyester. The isophthalic polyester resins have high chemical and thermal resistance and process well to wet out, or saturate, the tube fabrics. When cured properly, polyester resins provide the strength values and chemical resistance properties required by ASTM F1216, which is the nationally accepted practice for the installation of CIPP. The polyester resin systems are divided into two types, neat polyester and enhanced polyester. Enhanced indicates the additive of fillers which increase the physical properties of the cured resin, thereby resulting in a smaller designed wall thickness, especially in larger diameters. The neat resin foregoes the use of any such additives or fillers. The resins are catalyzed at the site of impregnation. Page 496 of 2350 iPUTPON4.r 4DOnSfO Statement of Qualifications > LM ; t LM C�y E Co a E ++ V � y .- `0 c 3 i d N • �4 � O 0 6 CM O N O • Ly • /ry • li • • • 0) O L a) W a o o 0 x fJ� ' • - + , 16 o co O LO o � 0 p O N VJ� HJ co • cn ca -0� ULT +ar) cn >> z J JU LL J C/)F W =Co cc Lu -EH • • • • co _0 a) 0) O O �� Q Lcn U O >,� 3 N�.��� >.�•� i _ a) > U ��Qc a� — c a) -0 o co N O co ���� w E >a)Er a) c O a) >,� = E N N a) O L a) o a) Q cn � _ co cn a) N N CU d L i Q Co �-0 ice-+ O Co Cn (B p - O N O N O cn E Ca O O O Ua) OC n U a w O B D a) = •� � ) i--� Ln a) Ca .0 a) � w �O � _0 -O Qo cn a) (a a) L i Q 0 p }, Q _� -0 o O co Ca ca LL +, C a) i L a) � U U N N X O a� }' p Lf a Ca ���oaa�°'3 a) 'O " � cu a) U a�a' N ocz Ca E +�+ i--�cz fn Cn i N u' N Cn _0 +� a) co +- +� O O CD-3 M a = ' -0 •� CIO oo � > U -a N Q CU U O U p 0 Co Q i p CO i 'i Cn co o �? N U Co N U N CO i a) Ca a U O C p ca d •i i O ) �_ >' }, Ca E i Q cn 0- 5 co a) 00 U O U co >, W i M �• i v O a) CO Cn co E Q Q O C_cr � U, L cow �� co "W �° > �� co L XCO �>, co U U Co O — . ca Z <n }' v Q 3 i--� i--• _ o 'O > �� � ��/� O a) .� O U V J v� cn � _ L L _� z3 ca O a) > O OJ 2 L �, t 04 �„ Page 498 of 23 Agenda Item #16. O a W U L— 00 W o o • y go � O O y °� a� O c y . E i • v y � Alto k' • �°. '•Sl O � a)vi U L a) O (a �= 3 � 7 (n -0 -0 ca coQ� '0+, N> L>V ��> �v) p ca vi O +� O 0N -0N L Q N co: 4J � N .� U Q y L c OU _� E •� c.i .O U fa � �� O I..L N L 2 6 U +r L fn � � ° �� cc a Ui � •> L L `) fa � � a, }, V / Q O cB O O U •> p° a? L O� o a) o ca 3 w U ai a) wL O }' E x N N 4-0 >' U 3 Z f+ N 0 � Qa cn Co G� c O vOi +r O }, L cat c6 p w -� U *a M O ca C M c> > ca CO L +r +, N Cn c O O dM Uc`naL° c3���.��` a�n� O ca c H O �>, caaO� + Q co� o�� Oz p 0 O N }' L O cn p N w O E c 0 0 O Q O t� p> +r cc O cc Ca ' CO O O U > Q aU> coU VJ +O, N cni 0 M o M c a) Eca ~ `O ° ai) —p zzN O 4-= ) }>. U c 0 U D a -0 o o oO °—oC Lcn Q Eca EO U -CO L >, w co O 0)0 +, O ® ° > L _ � U �vfO \� L O ++ o�Co COS Cl) `���-0� - 3� c O p Q L fn N p �n — X cn C -0 L a- i cn c U) a d��cn L fn U N O -0 O N M OQ - �C � 0� �� a °p E - � a) cuO o cm . - W cU \Y 1 � L N O U •Q L LL •L U oo C.)fa U L O � c 1 \ c a ca O ca v 0 (3) O v • _a� c ca +•' ca c c m • Q)— n— 0-ca It O Page 499 of 2 a Agenda Item #16. cm n 0- U W Co •� O 5 •C.) L i y � O ^L^, O W o .� .� O O a) O O O +� O co co co °LE� E � a' E w CD c O U U , +� N +� M co U_ a) O O L 00 > cn a) 0 +r O a) LW N 3 " •� a) ai N -0 w co > N -0 a) p L a--0) i > E 0) E =3 00a)2w-E a'c L a. Q f0 c0 N .� w cn Om E cn i _ � L a� O E4pMU °+r O cn O E E Q 0=3 ca Et.a��� �, E c (� E L i--� +'i a) .p L O � co N co 0 O N O p, U O >,� M O -0 O Q U 0) O U C- a) C +-+ Coa) Oco E ±f 2 O O O ,L +r +r o cn O cn +, � i -MEW, e M c .� ° CT3 U r -4-- u cn o R= 4& N 1 Q \ \ O o U LO co U 0 -0O p (O +O+ U O a) U 4) *+ cc U \ t x E r x M =3= (1) cc j= +- :Eio .CD -co w E cc O CD w U_ U a) w f+ W > (O E Q E }' a-w cn co O +r QJ D _ O 0 >, W U \ L co _U a N co — N 0 cn co W (1) N co C +- % ( IL W —E �� CLa) " x a�co 3 � ) o �'� �-0 a) Q M `�-U a �oo� a� p 0 i N i U co Cl) pQo _ cn N O OL E U O O L) Q a- O O a--i �_ Q +-� (n cn N i U L.L .� O ® O O cn 3 a) 0)O L L U O -0co O c U Q) O Q Q 0 H > co — a� O Q o cu a) - C o 3:.- +� a) +N •� ��/� Q cc a� •W a) U -0 • v' O o aJ (n a) E U W O.. � _0 /E (D U) Q � -8 W U cB co O Q 0 L- a) a) , c co E � o co CD o , � (n -C 0) a) U cn >, a) +r co 0) w c co co CO C O C6 O Q CO Q � 0 > I� 3 W � ajIF N co � CO U +� N 0 x =� 0 cn Q� co a) o� �% N Q a� E O � � o a) .— +c �'� �`n U a) QE-6 0 >, � — .� p O 00 U L.L co N .� N c0 p CO (nO > co o , > +-' i} (O cn U .� p f0 aNi cn a) O_ (6 c i t i O 0 C G .c M N Q � ' o 3a W a o o a) c •: o �.�.� cU (n0 W w 0 o Q o au)) oa c ►Q'03 co-0� �.E- no 0 C E Agenda Item #16. s s os C� 0 00>, a) 3 3 N ^ C o �• a� L �0) �a pc�o E 0) O a) � c �� \ c�0 +r a) �� 3� � o ` a +- a �'N� � � L> �.�_ a) � c� � 0 S `-' � o O N cj Q) �U ` L) Q� O L \ E� O +�� �� U- �U a, <„ caCl)�c 0) 00 0- s a a) � �.� Q) cu v, x�� `~ Qr_ CaC �� �� s w n L)Q� U° L.Lc6 Cat w �co� � o O �22 • • • • • �S2 • • co w���� �, a 0).-0 a) 0 o — •O Q 0 Q) a) a) > ( CO a) • L Q O O T� a O O -0 N O Q a) _0 -0 = " >' a) °' E a' 0 � a) c � 0 N LL Q3 o cn a) a) co 0 (n =3 .- cn " '� L O`er � � .� N � 3 ap+ i--� i--� E =3 •� �"' 0 +-� (6 L) V i ^� 2 ca L L a) �° � W CL -0 cn 0 E a) Q cn � � ' � Q ' "' a� Q � � a) CO cn > Q O x O +r C6 L 0 � O y — N ECa L +- Cl 0 a?p CO CO L Q L) O —pQ _ U (T i O Q >, Co CAT! •� o w O a (V 0 E N J U L- M Q > �. •� U d.a)D O N N ca O — a C � (c" o p U U a ��� a Q p L > �,� („ p 0 0 p 0 L- c0 �� � E u Q E .p °� p W �,� a) 0_ cn (O U O *= O Cn O aL L U >Ca (n Q a o o o L O 4— ccd a) 2 -0 O mow+! CO cn O .p -0, (� +� co a�i �_ c �� 0 ai E >� > a) >LE ca "'E � �� cB o � �� E_ o_ 3 m 0_c� E =Fn.E .E n �� E U+S c0 �U cm C A Mi n 0- U U 1 D Q N X CD /\ L y O ^L^, O W 0 D_ 1 1 = — 1 1 t 1 •� 1 1 •� i OL 1 L p L CO > � ai v}, +' - = -0 cn -0 Q 0 CO •ca .V a 0) i CO co a5 (n ca •� p O U U) Z lfl Cl) -0 �,O a) cn c0 C O can ca E �' � La—, E- � O N 2 N)0 > 4 a) ca �a) , A CO -0 Ca 0 a) U L O U C O = U 0 • U � U) N _ca � Fm a) -0 ca N ca c0 a) o � co cn co > �>, +-+ + Ca CO w _0 L O .� cc 0 0 0 O N � cn '� N O 0 =3 p U 14 L O N O Q L Q — i Q 0 0 QCc CO �Oca — L 0 fo N O :3 0 v — 'E c 0 cn a) U00ww =3 a)EUOpc =QMOU ELLQ�Ea) O CL U) p)� ".Q E o z) U Eo a) O7 � `0 cOCo -d E v Q� =3E N Q) N p) a) Q� N 0-0 cu U O7 C6 � C � � ,C +-' i O O O O> Q a) cn Q N O Q) ca D o Q CL -0 'E Q� O N cn CO C.)v CO �_ cn i -0 N cn (n cv NU.00QCD a) :E p a) N i L .L O a) i =3 >,— �� L c�-0 �� w >p >, C © U L)N OU a) O 0_ a) c +-' U 0 +r Q (n Q O Q Q -0 U O OD U U o ) CO CU C/) U O �U.o N o Z--3 Q) CLL U C/) c .0 � G "/) CD cu L co cu CL C3 Q o o L ca X O c O WCl- Q� I'—D� � U (O O E 0 a) L vi >, } a) CO O a) cn 0c0��}? cn > E c N � C)- U) 0 U U a) O U U O 0 >, a) CO O _0- U (O U M .> L > 0 a) 0) > Cn = Q N �- .0 a O _ d N Cc a) (n U U E ca E c0 CO cn }' p > o C ) p cn < p 0 NO N a) -o i-- U aC a) O 0 E C U (B U = a) U . Page 501 of 2350 Agenda Item #16. \ Eo� Q } O O \ O• T) O }� N U }� O c a) co L P cc a) •Q •� � Q Q s E.0 O ri 4/ U • 0) L C) CU O u) a) co L +r •O po =� N p Cu � U E Cn p Q U a) co C Q N L L L=: co U) CQ N cc p= E •� � U i O O U N '� _ >' N >, a) 0 E a) a) .Q CO \ C L `� p +r C -0� 3 v) ' L +r co co N E - O c-0 O CD Q OQ a) C >� c E U( c— O \ 0 Q cn L L o a) 0 .a) ,� o co ■■ L7 Ca QF: O Q U cn o Q N O a • • • • • 6)Lo >, E 0 0 +� U U 0-0 �3_0C: o,CO L UE 0 O co 3 L a) N CoE O a) U CC3 co ,� a) >, 3 cB p U L N �� LLL y O L �--� ono= co)EEco U +-' vi i >, �'� o + _0 -0 Qln CS O R Q 0 O7 0 O O t O L Q co C a) _ O L (� /� i% co O O N r_ � L O U L M O (a co M Cn E co c_ O 1 �, C >, >,O a) E C-E-= � QO•� *. cn co • Q • a L0 Lcocn - cn Q L >; CC5 o X 3 L Q� E ao)� O +' 0) 0 CL Q�'QM a1) O Q Q c +• N p' O U t a) o f co L 3 N v EO � L +� +�' O 4— -0 a) 4 p N p Cc U N t O U � }, } C� a) Cn ■ R: y v L N O U L Cn -a E +' —0 -0 U �'.� co (n co U w L N J +� y cv c O p a) � 3' U cn cn O U U =— W di O 0 fn L Q O O >, Co ) F: • ■ .O O CB �_ cn •:n Q _p L R= o) C= o a) •L +r O L a •co N � � L •� +r 'x • I n I L V y c_ p 3 a) cn co N U ° 0 L� v +� o .v a) `o aJ E w cr O a) O O L > > a) U) E co N N co co Q ; a)Eo = LL N (ll U U) +r U� E o 0 3~ N Co 0) C C: O co r- co U O O Q Q V) L c °'E0 _0 a) O N t E � Co >NCO U Ewa) N N O N a) N = c X ,C co a) > Cl) O a) o o _ CO coo c Q L cn o 0 o c cc U_ O > co3Q �Co Co CL = o O Q U N a�� ) 0 ._ I >, �I, W Co V/ I1 d Q OEp a) a)'a L y 0 40 � L C/) O � ° 0 •c Q� NEoq oQ° Z L Q a) U co Z N O U v 0 .E .� -0 C C N U U) N O UcoE 1C Co�O A c ap Q p co a) — a� a) L =3 Q o CO o Q a) co a.., U) a) CS C1 co CUEE5�Eo�3� c �Q' UUacn U C L Q zr Q°°L°cnp E;U}'c `ZaEa E� M iNa� L) ._O O a) O3� a) L X a)t' U CUj a) -0 M• Q •�' a) o co a) a) L L. CQ N U U 3 +r Q- O i-- \ Q a) a) \ X :3 C: t a) • Q I a) a) O -0 +, U \ O U O U> >, Q 3 cn 1 L _ c c6 a) E vi E cn ` aQ) a) v cn v a) `n O U � O j +,cu .� i) > o CE6 co ` 0 a) U Q �_ O Cl) L L a-- U� U L N +0) cc -0(n \ _� U1.� M Cn U Q (II a) X cc U a) L O (n C1 +' � Co � \ C U °) C) CO o Q (B Q o Cn E c o c� s= E o \ '>p a, E� co 0cn 0-- > z� o = 2_0� U c Q c co 0)� E % y Q (n +, )-6 a) o cLa N .N +� U a) O '� U +3 \ = co } cn cts cB a) } �_ a) U O =!aEc�i����Ea)=E+r �OC}jEEa):E =a)-6='E 0LEC� C U o }' o o= a) - 3 Q o L o L co :L- E a) co U +� co a n�co�EN>;°a)Ea) OOoa) a) �� o=�}—}' aco > o CEOc�iMoELo°.��° o LuaCD- CD- o 3-0McoM3cama)U- S L M \Cca) .0 N C N \ ai >, O co i> t= V O •� Q X +(n N O + a) a) ` = a)L ,s= U U) *+ L U CDD U N C2 \ Q C� O c +r E co \ v >, (D co 3 a a) _ >,+� ao caC a: > Ocn cn Cco L cc co L- W O (L) U Co U L .E \ (1) ++ +- E U \ L _ a) L Ci W U)) 8 v U) Agenda Item #16. O C7 0 L p U Q co O UL N o �� 3 a' O) -0 a) L U �U ca. CO-0 CO o ) a) Z z� �,a) D ca C L vca%WW nE'o +r 6 0 >0 U (n ~cc cn � > U O ca �� N ) ca r— U E a) cn U�LEa)(U0 a)7 CU +r UC Q C c U • cU U) Up Q+r O Ca (a:3of o a) U�N _ O +r vi N cn U) C 0)U C� ya O U o '= ccU)E �Q a) O �fn U) +-' ca C C Oco � 'L cn C O O O +� ,p 0� c O .N U a) 0_ +� a) cn a) v ca Q Q +� C >. ca cn cn cn Q ca a) o cn ca cn v E: 4- cn � a) O a) o o a) LO .. .� H o ca 0 0-0 0-0 3 U) 0-0 co � � 0) a) o a) -c 0- ° 0) U Q a +r ca O —_ U U) - cu O ca �? O � C C (n E O p a) U j Q a) v Q Z cu OU ca a)_ ai ate) a) LCU LCO vQ' Q a) cn p U �-.CLQo cnca U O ca ca O C +' C }, O p L0 O 0 --0�� a) o 0-O U O U c U ° � � a ca co a CL +� O i +, O ca U pCa L ca V) (O +J Q O O N U U -0 Z Q 3 o (1) ca O O L 0)-0 y L o L L ca (1) .N co U U L = co > o_ o +� a) a) +r o� zi-0 O ca L Q c/) N i= a)X cn E 3 O +� _0 (a ca ca o A p co E +r (D C ,0 c� — 0) > -0 t- 0 0 L cn 2 U C L Q E '— `=3 Q U (n L U 0 Q p > O w a N E U 7 Q L a t Co a) O O -0 C co co o (L)Q o U) Ez ca +-' L U 07 N ca a) 0) C }, - ca N •L a) O co = O � — OL N E ca "' 0 — 3 � C() y .. � S + L a) C ca .— a) v a) 3 U v 10, C)ko y o _0 0) � co 3 ca C� +� o ca 0 -4 O U Q O C • >co (C c._Oa + 0 L- a) a) C ca Q E U) cn U C L O a) V) U w O �-- C + '(a ca � co o c3 c J.� 2� p z 2 a � U J L � . W� a) = �a • • • • • • U C cn U) U + _O U O L •� D o �O U QO �cn Q CO O U 0>' cuO U C C O a) ) CO (O C CO •�U1 0- iiU L ca O H O CO �0) O 0 U) U L U .x ca COa) p a) _ ca p_ a) U E O O a) 0- ca a) n ca CO cn a) -0 U) +J — Ca U aC) ca O O) C O C 'OaO E aoO U) O U O a)+- C ) _U }Ua cU , cL U U .> , 0 s C a) O U %() U) CO p p }C C �+ OU 0U p (O a) CO t )cn Lca O ^+� O +LrLL o cn Eca— E M U �p3� > 0) > J o )(1) _0 —lie> ) Uca O L O_ O:3 � C � C +r V) 0)R Co �_ U L- C: T) O -0 -0 ca 3 L CO a) C -C U) 0 E o ca 3 L N U) U N C a +-, CO U Q .0 O U (n U) i +' +r 0) 0) E j +U L +' L U) a) -•e r U U C p� o W 3 cn � c—n �, o a�i c> 0 '� c = U vi E co EL '- '� a) V) V] p o 00) 0) a) E m L E C a) +� ca = cn o '� o O E c E I o � Q- � _ � ca E N E ca a) +' 3 U U +- >' cn +' C y.. O O O cn O C O U ca N a) a) C O '6 Ui ca a i- I U L ,� a) —_ E +r 0U U) H L a) p +r a) v) a) (a . + U �}— M ca a (a U t U co J a U o h N a s 3 0 �' a �' U H R H O 4- E cLa o U} o f > U� 12H cn J Q knenda Item #16_iI o L 4) 0 CL 4-0 •1 i OCL �t Q.O i cd ca y o Q.M L 0 0 �L O 0 N •N N � 0 � =<p=cm o O Ii 4 ,L 3 NIV a �, 0 cC V > ca x •� o v� Qm O fl' O m•� C V N cn t � 3CD�� 0 0 a O O O Q 0 0.- N N t Q= o 0 o 0 Ma3iotm = V N • U 2 •a O �_ i O 0 ca L O L) i � O = DC I N 0 0 4 R _ inc c = LL a W ;p=— �N N> Q. o = = O N O 0 0 7 W O ac)c)amc� GC .J m ay m>a W ac)c)amc� 0 cao Q o �000A, }75 F Q O Q N al •O O V = 0 > N 'N > = 0 L� � 0 - 0 t E�sN •3 Qo�o=_ Q L 0 0 U o CM o o °' ._ Q ._ ma scn=a=i =10(D E cc >c°� L N >+ i = L O O= O N •> N O O ++ o `- V O Lr. N *•' O N Q m L Q. 0 O Q O 0 tm M a1 M N V O O O di E O • L Q. - t N 3 N ++ d C L � •= Q O Q�� �� Q .Q 0 ccs� •E +O+co o'°� N 10 0 ccO +-+ am �°C Ec > 0 � ai t00m00 �- '3 E 0 m � � .O = as... � y � O •� V d O U a 0 'G N= -a .— U) 0 •_ = Q o0 E L- 0 • — a�o=c c= L E o=co 0 U O N pp . m .N Z O L }, 0 0 NEt� Q N0Qm mc9 cm W aa�a W }' s L 0 a o N = L 3= O > N m �7 Edmonton, AB tario, ON IN Kingsville, ON omulus, MI Beford Park, IL Elkridge, MD Hillard, OH Plainfield, IN (Headquarters) Orleans, IN Paoli, IN �e� Gastonia, NC Sanford, FL Clearwater, FL Ol 0 Oakland Park, FL "UT!1rS CRIS#O COLORADO ILLINOIS MARYLAND ALBERTA, CANADA 7915 Cherrywood Loop 5031 W 661" Street 6303 Macaw Court Calgary Kiowa, CO 80117 Bedford Park, IL 60638 Elkridge, MD 21075 3637 44t" Avenue (303) 646-1200 (708) 594-6082 (301) 486-7570 Calgary, AB T213 3R5 (800) 265-0863 FLORIDA INDIANA MICHIGAN Clearwater Plainfield (Headquarters) 28529 Goddard Road Edmonton 10755 49t" Street 2601 Stout Heritage Parkway Suite 106 6016 72a Avenue NW Clearwater, FL 33762 Plainfield, IN 46037 Romulus, MI 48174 Edmonton, AB T613 3M5 (727) 530-7577 (812) 865-3232 (734) 955-2508 (800) 265-0863 Oakland Park Orleans MINNESOTA ONTARIO, CANADA 4700 NW 9t" Avenue 4520 North State Road 37 16028 Forest Boulevard N Ancaster Oakland Park, FL 33309 Orleans, IN 47452 Hugo, MN 55038 50 Bittern Street (407) 472-0014 (812) 865-3232 (651) 347-4850 Unit 4 Ancaster, ONT L9G 4V5 Sanford Paoli NORTH CAROLINA (519) 322-4600 2531 Jewett Lane (Liner Products/Inliner Technologies) 1441 Delta Drive Sanford, FL 32771 1468 W Hospital Road Gastonia, NC 28052 Kingsville (407) 472-0014 Paoli, IN 47454 (704) 504-8464 2015 Spinks Drive (812) 723-0244 Kingsville, ONT N9Y 2E5 GEORGIA OHIO (519) 322-4600 1902 Tucker Industrial Road MAINE 4350 Weaver Court N Tucker, GA 30084 195A Norridgewock Road Hilliard, OH 43026 (678) 735-0033 Fairfield, ME 04937 (614) 529-6440 (207) 453-9900