Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutWWP273624 (3)z d 0 LONGITUDINAL BUFFER SPACE = 8 POSTED SPEED (MPH) 25 30 35 40 45 NTH 9 (FEET) 55 R5 120 170 770 CHANNELIZING DEVICE SPACING POSTED SPEED IN TAPER VI TANDENT (MPM (FEET) (FEET) 3S 1 45 30 60 25130 20 40 in ETiO 020-ZA ROAD 1WPoC l b NOTES 1. This plan is Intended for use on roadways when traffic Vofumas create sufficient gaps for motor vshkies to yield. 2. Steady Burning Warning Ughts (Type C per MUTCD) shall be used to mark Channalizing Dews at night 3. Adequate sight distance shall be provided for driven to we opposblg traffic, otlterwise use ffaggers andtor Temporary Signal. 4. Extend ChanneRzing Device tapor across shoulder - recommended. S. Post mount signs when In piece for 3 days or longer. B. For speed fimll 35 mph or higher replace W1-3R with W14R. 7. For signs stze refer to Manual on LNrlform Traffic Control Devices (MUTCD) and WSDOT Sign Fabrication Manual M55435. R1.2 vvm+ R!W 8. Consider using a PCMS for additional advance warning. W3-2 ONE LANE 7DiD ROAD vvzat ROAD WORK ® To AHEAD R1,L OftC08t010 am Twnilc a _ 1aa MAX. Is, x � . z � X 13 Ct Ct Ci 1AORK AREA o ° SIGN SPACING - X RURAL ROADS AS 155 MPH sw t RURAL ROADS a UTteAN ARTERIALS 35140 MPH 35d : RURAL ROADS, URBAN ARTERIALS, 25130 MPH 2W I RESIDENTIAL 6 BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 10U t ALL SIGNS ARE BLACK ON ORANGE UNLESS DESIGNATED OTHERWSE ALL SIGN SPACRIG MAY BE ADJUSTED TO ACCOMMODATE AT-ORADE INTERSECTIONS AND ORNEWAYS Z -- j � VZO-1 ROAD WORK D A AHEAD ONELANE ROAD AHEAD LEGEND p SKIN LOCATION a CHANNELIZING DEVICES /J_Z 7 BARRICADE -TYPE 3 L IJ FLASHING WARNING LIGHT R ENO 020-2A ROAD WORK FOR LOCAL AGENCY USE ONLY NOT FOR USE ON STATE ROUTES a o�c �. r1'rFa ��, •►�, 25375 �o �� lilt DNA fr.rrDNAL ''F4�i! ErPMiES M1G115T 9. 2009 Uhl LANE CLOSURE WITHOUT FLAGGERS - LOW VOLUME ROAD STANDARD PLAN K-20.20-09 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakotrch 111 10-12.07 � nad[amo+°c.av ova I C-More Pipe Services `'re-Lining[Pre-TV Vireo Inspection Report Report No. Media No. Client Job No T fvT-c; N > i o`� Date Technician Inspector I Weather ITime Cleaned By From 't9.11---------------> Direction H To M.. No Pipe Diam. Joint Length Joint Type Pipe -Material Section length r3G7 c) V? Rim to Invert Rim to Invert Measured Pipe Diameter Verified Pipe Material Hard Tape Measurement 314 Location She jLI(L� ,; fj,� Sheet SF« ER DOWNSTREAM STORM UPSTREAM Feet Code Clock Position Active / Dead Capped D}e Tested CUT Comments 0 MH — - Y/N Y/N 53c:`�_ f�1 S L fc? ut Np Y /G Y CN' Y /& Y /(N Y/G Y/O 1CI) V-Lc a; L4+71 Y Y/N r �' S iL Z 19Gff ULi Y / Y / -- c, Y /& Y_ c I)L.(i t Y /N Y /C0 --� 17vLL- C13 &IRT-LX-inC. L. 1zC 01 S -9 ftc•7j V6 Y / NN Y ,(N E G7L4 S c_ I c 1-) 0 Y 16 Y / (�k N1 c 0 (zc ,j L44 ; -- -! 5c: 1 S L 9 Y /(N) Y 1 i S rZ- Z Ftc� Y/( Y/ T I Y/N Y/N ZSv - SCII Y/N Y/N 1 Y/N Y/N 1 Y/N Y/N .L f� - Y / N Y TV r+ t-- 111-f Y/N Y/N Y/N Y/N a Y/N Y/N Y/N Y/N Y/N Y/N Y/N YiN --� Y/N Y/N j [nDEs SI =Service left. SR=Service Right- MORT=titortar. PT=Protruding Tap. GR=Grease. H=Hole Page I 10f TF�) 9350 Rickreall Rd. Rickreall. OR 97371 (503) 623-1319 / (503) 871-6503 C,Vore Pipe �eiv-'!ices ire-Lining/Pre-TV Viueo Inspection Report Report No. Media No. Client Job No 7 i2cm ,,,=�:�,y� rc� Date Technician Inspector Weather Time Cleaned B) From M.H.----'---------> IDirection To M.H. No Pipe Diam. Joint length Joint Type Pipe Material Section length '5309-39`�1 5 530`7 - 3`7S S' 3 1 $2-� 1 (-.0t`j(- 1 �'S( Rim to Invert Rim to Invert Measured Pipe Diameter Verified Pipe Material Hard Tape Measurement Location %tap �f21G L tv Sheet SEWER DOWNSTREAM STORM UPSTREAM Feet Code Clock Position Active / Dead Capped Dye Tested CUT Comments 0 MH __ _..- r_ Y/N Y/N 53c) 9- 3� l 10 Y/ Y 16) %l Y /(N, Y /0 IS5 Y/N Y/N i Y/N Y/N —i Y/N Y/N I Y/N Y/N Y/N Y/N --� Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N yrN Y!N CODES SL=Service Left. SR=Service Right, MORT=Mortar. PT=Protruding Tap. GR=Grease. H=Hole Page of 9350 Rickreall Rd. Rickreall. OR 97371 (503) 623-1319 ' (503) 871-6503 C� 11ore 1VPe Services -'re-Lining/Pre-TV Vineo Inspection Report Report No. Media No. Client Job No Date Technician inspectot I Weather ITime Cleaned By 1 i ' L; L L- R C: L t L Lc C i1,'1 L•,2 c From M.H.--------------> IDirection ITo M.li. No Pipe Diam. Joint Length Joint Type Pipe Material Section Length r9-3`17 `�' 3 " ,2-E) cotj 2-1 7' Rim to lnVW . Rim to Invert Measured Pipe Diameter Verified Pipe Material Hard Tape Measurement Location rR—r4-P L i Map Sheet X SEWER X DOWNSTREAM STORM UPSTREAM Feet Code Clock Position Active / Dead Capped Dye Tested I CUT Comments 0 MH Y/N Y/N 53011 Cl -- �� S 3 Y/- �'S SL L Y/(& Y �!� Y/ 1 7 ( S L = 3 0L14 C) Y/N Y/ N AlL- Q rZe:L,; t tJ i--a--r Y /6, Y/ vc� v t R t; i S i i Z1 /l114- _- -- Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N { Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y!N Y/N Y/N Y/N Y/N Y/N Y/N CODFs SL=Service Left. SR=Service Rieht. MORT=Mortar. PT=Protruding Tap. GR4irease. H=Hole Page + 10, 9350 Rickreall Rd. Rickreall, OR 97371 (503) 623-1319 (503) 871-6503 Print Form Reset Fo CITY OF RENTON TRANSPORTATION SYSTEMS — TRAFFIC OPERATIONS TRAFFIC CONTROL PLAN �entolz r�� PROJECT NAME: 2012 Renton Sanitary Sewer Rehab PERMIT# CONSTRUCTION COMPANY: Insituform Technologies PHONE#: CONTACT NAME: Bernie Camacho - Field Engineer ADDRESS: 9654 Titan Court, Littleton CO 80125 E-MAIL ADDRESS: bcamacho@insituform.com PROJECT LOCATION: Various Locations (see maps) PHONE#: CELL# 303-791-7199 303-501-3034 FAX#: 303-791-7399 N/E/S/W OF: WORK TIME: 7w"w %:50AIn .3 :BO0Pq APPROVED BY: rq.FAaAows WORK DATE: IA —3 'APPROVAL DATE: t7,/ib IIZ.. m 7 l•I"f 'FA,__�'f ILl., S _ �t�lt4 �ft/✓ Permit Holder agrees to all the following: • Comply with all traffic regulations of the City of Renton and the State of Washington. • Prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control Devices. • Notify emergency services (253-852-2121) twenty-four (24) hours before any street or lane closures. • Any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in receiving a citation for violation of R.C.W. 47.36.200 through 47.36.220, 9A.36.050 Reckless Endangerment, and other applicable State and City codes. • Indemnify and hold harmless the City of Renton from any and all claims, actions, and judgments, including all costs of defense and attorney's fees incurred in defending against same, arising from and related to implementation of the approved traffic control plans including claims arising from towing of private vehicles and the acts of the Permit Holder's agents and employees. • The City of Renton shall be entitled, in its reasonable discretion, to settle claims prior to suit or judgment, and in such event shall indemnify and hold harmless the City for any such claims paid, including the City's reasonable attorney's fees and litigation costs incurred resulting from such claim. • In the event any claim or suit is brought against City within the scope of this Agreement, Permit Holder will pay for legal counsel chosen by the City to defend against same. • By my signature herein, I acknowledge all the above requirements. PRINT NAME: Bernie Camacho DATE: 12.11.12 SIGNATURE: 16c, OFFICE COPY T CONTRACTOR DEV. SERVICE, INSPECTION K KITTRICK/ DEV, SERVICE, PLAN REVIEW A. HENNINGERA IWAN POLICE CLARK WILCOX FIRE DAVID PARGARS/STII #13 N NOTES: • Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD) and shown by sketch or reference to WSDOT. • The plan must be submitted to the City's PW/Transportation Division for review and/or approval at least three working days prior to work. • Approved Temporary Traffic Control Plan must be at the work site during work hours. • Contractor or entity must call Renton School District (425-204-4455) or any public/private agency to be affected by a temporary lane or road closure. • Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or .walkway is impeded. • Total road closure lasting more than 24 hours is subject to the approval by the City Council. • Any vehicle, equipment, barricade, or portable tow -away sign used within the work area must display a company logo or any legally acceptable sign showing the company name, address, and telephone number at a conspicuous place on the vehicle or equipment. In the case of Temporary No Parking Zones, all the following apply in addition to previous: • Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations for vacate parking or curb lane usage. • Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block 72 hours in advance of effective date and time. • The cover sheet of this Traffic Control Plan form must be attached to each Temporary No Parking Sign on the project site. • Temporary traffic control devices must be removed immediately when work is done or no construction activities are going on. If deemed abandoned, City crews will remove and store them at the City's maintenance shop (3555 NE 2nd Street). SKETCH P 1 4ASL In0�L "Fe it loco�lons /n�►�rs S4bjec� �e �wls�� . Ct%�Insp�t� if �u� {o addrtss Wn�n 5 c( k(od Qlta�t. � � Plmg• — NORTH -- i3 ( � t F R �_ c7 � e � N 1 U -c O F p r a �. F:,1EI-a� Aye t 6 3�,; 21$, f S �T a �i _. ., - --re'� a '�-= a-� =•-.f . ^.r-""''^'.--•�•�-'- �".^"' `�," "',��,,, <Z.�..�3^i� '��-`,L.r {wYC:_a n?�;�; 7 fr f ?� .:;.�. 1 'M—P� � ( i Ci�h '�I]ly ,d',21�\��R�, f^'�'\ :' _ S ,.q!J�'�I .1r1 1��t' �' � y •'I r •�rl ,{`'2~ i:3 �c� �y,R °�� `: ae)� _ 'ram' � _ 7 1.}� Y'p�� ;�� v,� rG'w.cSr� { Al ". - r�v � .•. y. 't1 !F .1r-'��,-,�`"„"*j`�„ .> :•t' at".,�' � _xr s ��,�h'•}. ov r"Y'. is �. !µ 7•r. i x% _ .� .far r. -" is{ /.� ��) •F � - e� ` ^ ' i'�n. '�_ J 7 t_ � � ,�� 4 -+ r � �+fF:4-•ti�f�,�� '"�•a{ Y r� � +--�.�� 4f .. _..' � .}S7 C�. ti`'di N.+�r.7�'`` i �f�.1,' Yc=jjl�rai�7 ri �i "-' t rr' `�rr.z:• I I.a't..'�°�,S •,- Y. i, .r �:7 .� ,/ ;�T},� €I` �r i'� d� -�t�j3` '`• �a •,i aa:.F' � v� 1 if � S ~_t l_ ��"- [ <�3�-'�' ''�"—�"�ts., � � e r/'.y� .f.�,jt� . I ,`r� t �''�[ _t-. � . � i 4,.'a�`•i.3 � �'." 1 �'=9 i�;�r-n`.. : 1 , �� _ t�iJ �-,�-h.a4` ��rS� 1(n?.... E'`?•\ /Y( ' ��. � ��.� Ta ;..`� C `�}�.• Via' ' r;'f! ��; �� r �+�•� '�� "'444 � h •, �.{r/.it "Y •�1. J (1r1r � r �nj�- x N �wi: 16TWOFUTEMLOGES R*d Imad T&WRdS Rwb%Wa WIESOFWM b YAPITTWES b Pr41dVzkW Bmi Eatudm cf f7m i- mT East Legend Cone sign stand sign location BUFFER DATA LONGITUDINAL BUFFER SPACE - B SPEED (MPH) 125130135 1 40145 1 50 55 60 65 70 LENGTH (FEET) 55 50 OS 60 25 5 0 5 7301 E T • TAM 77 KWIT 50ff0 40 80 3S/45 30 80 25130 20 40 N NOT TO SCALE MINIMUM TAPER LENGTH (L) IN FEET LANE WIDTH POSTED SPEED (MPH) 25 30 35 40 45 50 55 80 85 70 10 105 150 05 BS 500 50 11 115 166 5 95 50 045 - 12 125 180 45 0 0 60 0 80 0 8610TYK SUGGESTED ADVMM WAANAG SIGN RILEIgITf SPEED DISTANMOEW.EN 1GNS A B C D ?NWF1 25/30 35140,' 200' Y '35V 200' 350' 200' 350' I X X RUFIAI 45/60 ¢ 500' 500' 500' ,Soo' 81AM 60185 3 Sao, 800, Boo, 809. 66f10 1500' 1500' 1500' 15W � tanr�t are.:: nri,.i �uur � 'I tea�mr`n�b 6a�a7 F&VORM TEDWOLOGIES R*dUmbid TzW Rd S Rmbl. Vh DATESOFWORK b WMTM b R*dumqu Bari, C m cha crpayowvu Ent bmmdo&%W rmmn Legend Cone sign stand sign locatlon Arrowboard (Single) m BUFFER DATA LONORUDINAL BUFFER SPACE w B SPEED (MPH) 125130135140145 1 b0 1 66 1 80 SS 70 LFAGTH (FEM 66 00 0 25 95 0 5 4 r W20-1 A W20-5 B ® I 1 1 W4-2 C ! ® 1! r� 1' 44 1' 1' f (: r ,1 I111111111 N NOT TO SCALE RDNM V2tPV4 HIMb+l RWMB,WCEGSIGN MACBeff PE 25/30 35/4D DISTANCE MWEEN SIGNS A 20V 350' B 200' 350' C 200' 350' D X X RURAL 45160 500' 500' S00' 500' BA/IRRR 60l6s Boo' B00' 800' Boo' 55/70 15D0' 1500' 1500' 1500' i LENGTH (L) IN FEET STED SPEED (MPH) 40 45 50 55 60 65 70 85 450150015501 95 495 550 305 60 320 540 600 660 720 BO840 DEVMPAMG tul MPH LWHt TANOM Ono 40 B0 5l46 30 60 6130 20 40 WSOU ow l I* Ladw UWRdS Rffd n Yh UrES OF Bawl b Wm Tm3 b_ pr*mmp BmdetvnaI copmpl-= E09 bend& cA/mmme BUFFER DATA LONGITUDINAL BUFFER SPACE. B SPEED (MPH) 2S 130135140145 1 50 65 1 60 8S 70 LENGTH (FEET) !r 25 85 0 30 SW43RDSTS CARR RD — — —— - > > � e r SOGGMDADVWWIAM SIGNRA0116Q RNOm SPEED DISTANCE BETWEEN SIGNS A B C D awl 25130 200' 200' 200' X BRO" RURAL 35140 4&60 K 35V 500' 350' 500' 350' S00' X S00' RI Amm 60165 BOO' 800' SOV SOW , mr, 55RO 1500 1500' 1500' 1500' Legend d Cone = sign stand sign location ® Arrowboard (Single) �Z 1 I 1 1 I I 0 W4.2 W 20-5 W20.1 N ,1 NOT TO SCALE MINIMUM TAPER LENGTH (L) IN FEET LANE WIDTH (FEET) POSTED SPEED (MPH) 25 30 35 40 45 50 55 60 85 70 10 105150 205 0450500 50 - 11 115186 5 5 95 50 05 60 - 12 125180 45 20 540 600 80 720 80 0 h j TAPER TANGENT 50(7b 40 80 35145 30 60 25130 20 40 00US$ocr7 0 AWNS S 025054.Yss FAA. (.a)ass , E",L mlwMptr.6smroeMmwrnet ,. ... .... • ----.. ._ e+��a'%.. �; x I'-�-.'•...:� ...a,.-,�'o'=^..-�*.r.-a w:�,.,.-rc.�. "t73r ,•� ��rv. i:-"° r^�'*-' • yl �, "'' ft �'�'�^( f f�-n t"4 ts. � � I' T7 'r•: �;.; t---r \ t r� {{ Ir �i-.•+ l \ yy V ` r `�I �:t'C''Yt t 1 ).it t�..:.h� lG :I:!(� rr�./T j: i*'4 i-+-:..h.i' "3 ;_IfYS.t.�Y,�:�l'I r i l� • � � I .r 6 11 � <�w �'1 ,�, � � `��I l {,.� � �ai ( � r 'p :� + ` , I � � 7' � � '� - � _ 7 r ..�i�i .T ,_ `l� .+•V�j l�S 'C�l� �y 9r' 'Ykj ' I �,� �' r � � r i C 'i• � '�. 1�j1jj 17 1 _.. •'lit. •�\ - --_ a_ `• E�i. .} - 1 - H Y'S T # ^ r • r ,',., Kam,. i •" r�/°" :: .. ' t •1. � V� t•, mot. Ai � y i t l •j • :A r:ffri }y� I n Ij�,IY IW�r' .- ��. .F,, .r is` � :I�;a. )E;,_ ` .. .7 I_A d h t. I - t ' � I r.-'�i kllp,f`;i, 1 jy�y r•-. �'t"�'�i G. � �- �. .ir�� t: — ._.. ?� -• , �rt ✓i•�''. I r r X :ti, d x +�T'f +,. ,. ti-�7;,• .��e-a.,.� 1' dr' V .• i1 y �:,i r �. ,�tyf;s ��.t.a!:.h'r' �.:;_->,,....-....Lri,:.ti�`t ��Y•'d,.r�' •_✓s?� :r_�._`-- •�� 't�� .�r� �� A W91U TECHNOiOGES N" LKZw WhbmmmtitAOY WA M OQESOFVM b Ww TOES b 8o:ie L.mdo p pmpoww Fmt bo�m AA legend U cone sign stand 1 krowboard (Single) flagger wio-i wia=5 w I I i wz0-1 I A I 1 i w20-7b I B It d I iC 1i A _N a ,j_ C_ _ — i� �N o+�—il Fd— W20-1 W20-5 w4-2 MINIMUM TAPER LENGTH (L) IN FEET LANE WIDTH (FEET) POSTED SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 10 105 150 65 11 115 86 5 5 95 5 12 2b 180 45 20 0 80 0 BUFFER DATA LONGITUDINAL BUFFER SPACE - B SPEED (MPH) 125130 135 40 45 50 55 60 105170 LENGTH (FEET) 155 00 50 05 60 25 496 70 45 30 l MPH TAPER VWGERr Sono 40 60 35145 30 60 25/30 20 40 N NOT TO SCALE T *f' cm IGI0m AmNLEYYimWomRAC m PEED 0MU0UKfWE@iNO A B C C so" so 200' 2D0' 200' X �M 36140 360' 36C. 360' X KAAL 46w 600' 60C 600' 60O IBM 6—aft 66R0 ow ow ow 600' 16w 1600' 1600 1600' pmNE aJJ f4vx � JKL mkf�NOYsmm10W�rrd�vll V m w9TUF MTEDmom R*A ucezd 9mldmoll3rl91 Rb*NW+ WM OF w%K b M I'm&1 b Bb muom CI P03)SMW end WOWACM16-mm Legend Cone sign stand Armwboard (Single) Gagger 10Q.. /A\, # W20.1 W20.5 w4-2 A 44 R 44 C Qlvala? raw✓ � I W20-1 W20.5 W4.2 MINIMUM TAPER LENGTH (L) IN FEET LANE WIDTH POSTED SPEED (MPH) 25 30 35 40 45 50 55 50 65 70 10 105 150 0152654SO 0 50 11 115 65 95 OS 0 - 12 125 180 45 320 780 11401 BUFFER DATA LONGITUDINAL BUFFER SPACE n B SPEED (MPH) 25 30 35 40 45 50 55P 65170 LENGTH (FEET)155 00 so as fio 254es645 30 1= W20-1 I A W20-7b I B ® ID i V aymEb I I 1 I I I I I 1 I I 'I l/ 1. It N I\ NOT TO SCALE I I I i I I I I I I , I CRbfiWR S 3RD ST CI "**P obua cfflwxe I A* W-H TAPER TANOQIT 50n0 40 8o 35/45 30 60 25130 20 40 FM rin A"" iiw1 50GGE5TMAMCE VMNG M KACE1tE1Tf SPEED 25/30 35f40 DISTANCE BETWEEN SIGNS 200' 350' 209 350' X X RURAL 45160 Q r20 S00' S00' S00'NNLm 60/65 3 800' 'BDO' B00'M"r55n0 1500 1500' 1500' F- oa.: Ivvmlz�Mn«:u v. sn.a� i INONE / IAS3AS"n3 E / IlZS765i.KSa � EIUIt mk1Yi QY.EmK.Y1fM[ . MI' I Use typical one lane closure without flaggers on remaining low volume residential roads. LONGITUDINAL BUFFER SPACE = 8 POSTED SPEED (AIPH) 25 >D 35 I - 45 LENGTH a tFEET) 1 55 1 e5 1 1201 170 1 770 CHANNELIZING DEVICE SPACING POSTED SPEED IN TAPER IN TANGENT (MPH) (FEET) (FEET) 35 7 A5 30 s0 25130 20 40 ENO 0204A ROAD WORK Col SIGN SPACING = X RURAL ROADS NS 155 MPH SW 2 RURAL ROADS 6 URBAN ARTERIALS 35140 MPH 350' : RURAL ROADS, URBAN ARTERIALS, 25 130 MPH 207i RESMENTWL t BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 1ov z ALL SIGNS ARE BLACK ON ORANGE UNLESS DESIGNATED OTHERNASE ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-ORADE INTERSECTIONS AND ORrVENfAYS NOTES 1. This plan is Intended fur use on roadways when traffic volumes aeete sufficient Dap for motor vehicles to ylekL 2 Steady Burning Warning Lights (ryPe C per MUTCD) shell he used to mark Chamrotlzing Devices at night 3. Adequate sight dislmrm shall he provided for driven to see opposing traffic, othmwdae use Baggers and/or Temporary Signal. A. Extend ChannoWng Device taper auass Shoulder — recommended. 5. Post mount signs when in place for 3 days or longer. e. For speed Omit 35 mph or higher replace W -3R with W14R. 7. For signs size refer tD Manual on Untfonrl Traffic Control Devices (MUTCD% and WSDOT Sign Fabrication Manual M55-05. RI-2 v✓!o-A S. Consider using a PCMS for additional advance warning. W3-2 ONE LANE 1tiE1D KUAD N20.1 ROAD WORK Till AHEAD R1�a tllKOtt� BAN iMFRC M.._....x-_� AR. i p p p p MRIC AREA/ DI o fN q q ( I q I x I X ViDLL1 Wt•3R ROAD WOAK vlDaa AHEAO DUE LANE R10AD AHEAO LEGEND d SKIN LOCATION D a a CHANNE MNO DEVICES rfr� BARRICADE -TYPE 3 L $ FLASHING VVMNO LIGHT END Gp,u ROAD v2oRx FOR LOCAL AGENCY USE ONLY NOT FOR USE ON STATE ROUTES EXPIRES AWLAT 9. 20091 ftin LANE CLOSURE WITHOUT FLAGGERS — LOW VOLUME ROAD STANDARD PLAN K-20.20-01 SHEET 1 OF 1 SHEET APPROVED FOR PUBUGITION Pasco Bakodch M 10-12-07 nart omaY earn an Tw.n` ff IE:4CUES Site Data for Project: 5309W CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site ID City Street Date Time 3 Rrenton 689 Mirkland av NE 02/25/2010 10:24:05 AM M.H. Start 5309402 M.H. Stop M.H. Depth Starting Dist Final Dist 5309401 9.10 =0 +364.6 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator Concr F 8 ® Away D aved Asphalt IF Comment Observation Data Obs ID Dist LD Code / Defect ClockPos Sevr Lv Phil ID Ph2 ID VcIipID VidlD TapeCnt Comment 1 0 Looking down manhole 20.92 top of line mh#402 2 8.0 INSPECTION BEGIN UPSTREAM 147.83 6 8.0 re-tv after cleaning 350.74 3 32.3 roots@ joint 202.09 4 35.6 roots@ joint 305.18 5 41.5 -btockage 345.44 7 43.1 lite roots@ joint 423.87 8 45.0 CONNECTION BREAK-IN RIGHT 458.55 roots in s/s. 9 45.6 roots 512.20 growing along side of s/s. 10 51.1 CONNECTION FACTORY LEFT 543.66 Wye 11 52.8 lite roots@ joint 570.34 - Start Continuous Defect - End Continuous Defect 12 77.5 CONNECTION FACTORY LEFT 639.55 roots in s/s. 13 91.0 CONNECTION BREAK-IN CROWN 12 743.00 s/s to right? Page 1 of 3 1E] CUES 4 Site Data for Project: 5309W CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site ID City Street Date Time 3 Rrenton 689 bKirkland av NE 02/25/2010 11 10.24:05 AM M.H. Start 5309402 M.H. Stop M.H. Depth Starting Dist Final Dist 5309401 9.10 0 +364.6 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator Concr F 8 ® Away-D aved Asphalt IF Comment Observation Data Obs ID Dist LD Code / Defect ClockPos Sevr Lv Ph1 ID Ph2 ID VcliplD VidID TapeCnt Comment 14 101.1 CONNECTION FACTORY LEFT 789.32 roots in s/s. 15 115.1 roots @ joint lite 839.24 16 119.7 lite roots@ joint 869.26 - Start Continuous Defect - End Continuous Defect 17 151.5 CONNECTION FACTORY RIGHT 973.69 roots in s's. Address I.`_.CiTA'T� 18 153.3 lite roots @ joint 999.89 - Start Continuous Defect - End Continuous Defect 19 169.8 CONNECTION FACTORY LEFT 1066.12 full of roots 20 183.7 lite roots@ joint 1142.82 - Start Continuous Defect 21 195.6 0 CONNECTION FACTORY LEFT 1191.29 22 212.1 0 lite roots@ joint 1247.77 23 251.5 0 CONNECTION FACTORY RIGHT 1342.75 roots in s/s.Address 24 255.7 0 lite roots@ joint 1360.42 25 269.9 0 CONNECTION FACTORY LEFT 1404-93 roots in sls. 26 293.3 0 lite roots@ joint 1512.65 Page 2 of 3 C CUES CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data for Project: 5309W Site ID City Street Date Time 3 Rrenton 689 Mrkland av NE 02/25/2010 11 10:24:05 AM M.H. Start 5309402 M.H. Stop M.H. Depth Starting Dist Final Dist 5309401 1 9.10 0 +364.6 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator Concrete 8 11 4 Away-D I aved Asphalt IFEric Comment Observation Data Obs ID Dist LD Code / Defect ClockPos Sevr Lv Ph1 ID Ph2 ID VcIipID VidID TapeCnt Comment 27 315.4 0 PIPE MATERIAL CHANGE TO PVC 1572.30 28 316.4 0 CONNECTION FACTORY LEFT 1593.73 ok 29 317.4 0 PIPE MATERIAL CHANGE TO RCP 1614.45 30 350.2 0 CONNECTION FACTORY RIGHT 1703.84 roots in s/s.Address - End Continuous Defect rE 31 364.6 INSPECTION END DOWNSTREAM 1800.93 2-8" pipes in mh#401 Page 3 of 3 PES CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data for Project: 5309W Site ID City Street Date Time 5 Rrenton Kirkland 11 02/25/2010 11 12:59:22 PM M.H. Start 5309401 M.H. Stop M.H. Depth Starting Dist Final Dist 5309400 9.10 0 +355.4 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator Concr F 8 141 Away-D aved Asphalt IF Comment Observation Data Obs ID Dist LD Code / Defect ClockPos Sevr Lv Ph1 ID Ph2 ID VcliplD VidID TapeCnt Comment 1 0 INSPECTION BEGIN UPSTREAM 6.48 2 6.8 lite roots @ joint 102.21 3 26.3 CONNECTION FACTORY LEFT 158.05 material in s/s. 4 79.3 lite roots@ joint 261.47 5 86.6 CONNECTION FACTORY RIGHT 302.62 roots in s/s Address S- 6 92.7 CONNECTION FACTORY LEFT 348.84 s/s roots @ material 7 100.3 roots@joint lite 382.24 - Start Continuous Defect 8 120.4 0 CONNECTION FACTORY LEFT 442.28 roots& material in s/s. 9 120.9 0 roots@joint lite 458.30 10 153.4 0 CONNECTION FACTORY LEFT 545.38 s/s from college grease interceptor 11 156.4 0 roots@joint lite 556.35 - End Continuous Defect 12 183.3 CONNECTION FACTORY LEFT 602.84 s/s packed w/ roots 13 188.3 CONNECTION FACTORY RIGHT 645.27 roots in s/s. address Page 1 of 2 CUES CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data for Project: 5309W Site ID City Street Date Time 5 Rrenton Kirkland 02/25/2010 11 12:59:22 PM M.H. Start 5309401 Type of Pipe M.H. Stop M.H. Depth Starting Dist Final Dist 5309400 9.10 0 +355.4 Pipe Size(in) Sec. Igth Direction Surface Condition Operator Concrete 8 11 41 Away-D aved Asphalt Eric Comment Observation Data Ohs ID Dist LD Code / Defect ClockPos Sevr Lv Ph1 ID Ph2 ID VcIiDID VidlD TapeCnt Comment 14 191.1 CONNECTION FACTORY LEFT 672.93 roots in s/s. 15 216.0 CONNECTION FACTORY LEFT 721.07 packed w/ roots. 16 295.7 CONNECTION FACTORY LEFT 871.71 packed w/ roots 17 318.5 lite roots@ joint 926.94 - Start Continuous Defect 18 355.4 0 lite roots@ joint 993.98 - End Continuous Defect 19 355.4 INSPECTION END DOWNSTREAM 1026.86 2-pipes in 48" brick mh#400 Page 2 of 2 7 PES CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data for Project: 5309W Site ID City Street Date Time 6 Rrenton 551 Kirkland Av NE 02/25/2010 J 01:50:01 PM M.H. Start 5309400 M.H. Stop M.H. Depth Starting Dist Final Dist 5309399 1 11.10 8.0 +348.1 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator Concr F 8 11 4 Away-D JFayed Asphalt Eric Comment Observation Data Obs ID Dist LD Code / Defect ClockPos Sevr Lv Ph1 ID Ph2 ID VcliplD VidID TapeCnt Comment 6 0 lite roots @ joint 326.27 1 8.0 INSPECTION BEGIN UPSTREAM 113.05 2 19.9 CONNECTION FACTORY LEFT 171.55 lite roots 3 57.4 CONNECTION FACTORY LEFT 240.49 goodconnection 4 61.5 lite roots @ joint 276.10 - Start Continuous Defect 5 69.0 0 CONNECTION FACTORY LEFT 312.96 s.s pack w/roots 7 92.4 0 CONNECTION FACTORY LEFT 370.64 s.s pack w/ roots 8 92.9 0 lite roots @ joint 381.69 9 95.6 0 CONNECTION FACTORY RIGHT 399.08 s.s pack w/roots. address 10 97.2 0 lite roots @ joint 416.13 - End Continuous Defect 11 163.7 CONNECTION FACTORY RIGHT 542.25 goodconnection 12 166.4 CONNECTION FACTORY LEFT 566.41 s.s pack w/roots 13 200.4 CONNECTION FACTORY LEFT 644.54 s.s pack w/roots Page 1 of 2 7 CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data for Project: 5309W Site ID City Street Date Time 6 Rrenton 551 Kirkland Av NE 02/25/2010 01:50:01 PM M.H. Start 5309400 M.H. Stop M.H. Depth Starting Dist Final Dist 5309399 1 11.10 8.0F +348.1 Type of Pipe Concr Pipe Size(in) Sec. Igth Direction Surface Condition Operator F 8 4 Away-D I aved Asphalt IFEric Comment Observation Data Obs ID Dist LID Code / Defect ClockPos Sevr Lv Phl ID Ph2 ID VcIipID VidID TapeCnt Comment 14 203.5 CONNECTION FACTORY RIGHT 1121414.jp 689.11 s.s pack w/roots. address 15 279.4 CONNECTION FACTORY LEFT 822.29 s.s pack w/roots 16 307.0 CONNECTION FACTORY LEFT 880.34 s.s pack w/roots 17 310.1 CONNECTION FACTORY RIGHT 904.17 goodconnection. w/roots 18 348.1 INSPECTION END DOWNSTREAM 1034.62 3-8" pipes in 48" Brick mh#399 Page 2 of 2 7 IES4 Site Data for Project: 5309W CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site ID City Street Date Time 4 Rrenton 483 Kirkland 11 02/25/2010 10:44:27 AM M.H. Start 5309398 Type of Pipe M.H. Stop M.H. Depth Starting Dist Final Dist 1 5309397 9.1 8.0 +221.7 Pipe Size(in) Sec. Igth Direction Surface Condition Operator Concrete 8 ® Away D aved Asphalt Eric Comment Observation Data Obs ID Dist LID Code / Defect ClockPos Sevr Lv Pint ID Ph2 ID VclipID VidlD TapeCnt Comment 1 8.0 INSPECTION BEGIN UPSTREAM 14.08 2 28.4 lite root 66.13 3 58.7 CONNECTION FACTORY RIGHT 122.77 ok _ 4 86.3 CONNECTION FACTORY LEFT 177.73 ok 5 120.0 CONNECTION FACTORY LEFT 241.98 ok 6 162.7 CONNECTION FACTORY RIGHT 336.97 roots in s/s. 7 164.7 lite roots 359.76 8 167.6 medium roots 392.69 9 170.6 medium roots@ joint 421.50 10 173.8 medium roots@ joint 458.38 11 174.9 CONNECTION FACTORY LEFT 1121211.jp 509.83 s/s has roots in it needs cutt 12 185.7 lite roots 700.48 13 191.8 medium roots 722.96 Page 1 of 2 1E] V-11JES4 Site Data for Project: 5309W CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site ID City Street Date Time 4 Rrenton 483 Kirkland 02/25/2010 10:44:27 AM M.H. Start 5309398 Type of Pipe M.H. Stop M.H. Depth Starting Dist Final Dist 5309397 9.1 8.0 +221.7 Pipe Size(in) Sec. Igth Direction Surface Condition Operator Concrete 8 ®1 Away D JFayed Asphalt Eric Comment Observation Data Ohs I❑ Dist LID Code / Defect ClockPos Sevr Lv Phi ID Ph2 ID VcHDID VidlD TaueCnt Comment 14 205.0 CONNECTION FACTORY LEFT 1121214.jp 777.03 s/s blocked w/ roots 15 207.0 roots@ joint 858.19 lite roots 16 210.5 lite roots 875.09 17 216.4 medium roots 900.52 18 221.7 INSPECTION END DOWNSTREAM 1009.56 2-8" pipes in brick mh roots are growing in mh Page 2 of 2 PES CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data for Project: 5309W Site ID City Street Date Time 7 Rrenton 551 Kirkland Av NE IF 02/25/2010 11 02:19:23 PM M.H. Start 5309399 M.H. Stop M.H. Depth Starting Dist Final Dist 5309398 1 11.10 0 +187.7 i Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator Concr F 8 ® Away D aved Asphalt Eric Comment Observation Data Obs ID Dist LD Code / Defect ClockPos Sevr Lv Ph1 ID Ph2 ID VcliplD VidlD TapeCnt Comment 1 0 INSPECTION BEGIN UPSTREAM 23.18 2 67.5 CONNECTION FACTORY LEFT 145.43 goodconnection 3 92.2 CONNECTION FACTORY RIGHT 202.36 goodconnection 4 160.2 CONNECTION FACTORY LEFT 310.72 material in s.s 5 187.7 INSPECTION END DOWNSTREAM 400.52 2-8" pipes in 48" Brick mh#398 Page 1 of 1 C-More,Mpe Services erv'ces Pre-Lining/Pre-TV Video Inspection Report Report No. Media No. Client Job No 20 OD ttj atTu Date Technician Inspector Weather ITime Cleaned 5Y W2-8-1z «.-- i - RAN e-mu�ac- From M.H.--------------> Direction To M.H. No Pipe Diam. Joint Length Joint Trpe Pipe Material Section Length S3M--D 3 lJ �3C9—bS"� ( " SS'5 rya n---)t';C Zk2,' Rim to invert Rim to invert Measured Pipe Diameter Verified Pipe Material Hard Tape Measurement Location r 6R'rj t` G zCL_= N6 Map Sheet SEWER DOWNSTREAM STORM UPSTREAM Feet Code Clock Position Active / Dead Capped Dye Tested CUT Comments 0 MH --- — YIN Y / N �3vq _ Y/N Y/N to`' CctVtr F v% Y / Y / s N S Z Y I(N Y /6.-► 'S( 5 L 10 c n v'% Y/ ,_ Y/ — 243 ry - Y/0Y/ 7-4 s rL 2_ Y /a Y / _— iJ 2�-2 — — Y/N Y/N p 3 Y/N Y/N — Y/N Y/N T Y/N Y/N - Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N IY/NIY/N[ CODES: SL=Service Left. SR=Service Right. MORT=Mortar. PT=Protruding Tap, GR=Grease, H=Hole Page of ! I i 9350 Rickreall Rd. Rickreall, OR 97371 (503) 623-1319 /(503) 871-6503 .®More Services Pre-Lining/Pre-TV Video Inspection Report Report No. Media No. Client Job No 2 OVD S GtTY b 1= r' NiOt./ / s F�, ro9L{ Date Technician inspector I Weather ITime Cleaned By -2-IL t�/}r,1iGi— i'Fr2Nit=' f�l} C.' From M.H.--------------> Direction To M.H. No Pipe Diam. Joint Length Joint Type Pipe Material Section Length 5331'C6;7 �j <3'3�1-Osx, "s 9-.4, w0(-- Z35� Rtm to Invert ,. ' NOR,-, k Rttti to inyetl ` y McRsured Ptpe Dlameler` f Verified Pip' N4 alp , Na drTape ivlea�urcm�nt r',r�_r 1 Ilt �ritS� 7 fir_,..6= �,"`,,.,N�.- 7 1 OCatlOil TA-L-130-r "5 S ki} ar C t2�- Ntap Sheet X SEWER XDOWNSTREAM STORM UPSTREAM Feet Code Clock Position .Active / Dead Capped Dye Tested CUT Comments l 0 MH - Y/N Y/N 5331-��57 2 3� M o- -- _ ._ Y / N Y/N Y / N Y/N �331,_ p51<, � — -j Y/N Y/N __J Y/N Y/N ' Y/N Y/N Y/N Y/N Y/N Y/N Y / N Y ! N -`---� Y/N Y/N Y/N Y/N J--_- Y/N Y/N Y/N Y/N Y/N Y/N -_ Y/N Y/N i Y/N Y/N Y/N Y/N Y/N Y,'N Y/N Y/N Y/N Y/N i Y/N Y/N Y/N Y/N l Y/N Y/N i Y/N Y/N CODES: SL=Service Left, SR=Service Right, MORT=Mortar., PT=Protruding Tap, GR=Grease, H=Hole Page Of I 9350 Rickreall Rd. Rickreall, OR 97371 (503) 623-1319 / (503) 871-6503 C—moffna"Pi' e Services Pre-Lining/Pre-TV Video Inspection Report Report No. Media No. Client Job No '_7 Cj-ry 0(- MSjTL)�=j)f2—M I oj Date Technician InspAtor I Weather Time Cleaned BV 12. Cow 1 e /441 A) C-- li'l C From M.1-1 - ------------- - > Direction To M.H. No Pipe Diam. lJoint Length Joint Type Pipe Material Section Length ,5331 -05;. A3 6351 _C65 Run t&.1n'v-Vr-t Invert lg& Uerifictl Ripe Mnten�l Hard 4�-i A Location I I klap Sheet SEWER DOWNSTREAM STORM UPSTREAM Feet Code Clock Position Active / Dead Capped Dye Tested CUT Comments 0 MH Y/N Y/N 0 6L, 3'5 A-t,n VC. Y/10Y/Cl m 4 Y/N Y/N 613:3 06 _5 Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/Nj Y/N Y/N Y/N Y/N -7 Y/N Y/N Y/N Y/Nj Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/Nj Y/N Y/Ni Y/N Y/Nj Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N CODES: SL=Smice Left, SR=Se-vice Right- MORT=Mortar, PT=Protrudinp- Tap, GR=Greise, H=Hole Page of 935OPickrca)lRd. Rickreall,OR 97371 (503)623-1319/(503)871-6503 C-.1 ore o eS vice' Pre-Linit g/Pre-T'V Video Inspection Report Report No. Media No. Client Job No 3 1)V L)3 C- I Vy U t- (Z-4= fSz'Ot�) WS tTU FOP -t" 1 10 9 Date Technician inspector I Weather ITime Cleaned By ' I I "2rS-12" ' " iC fvt G-lViC2t From M.H.--------------> Direction To Ni.H. No Pipe Diam. Joint Length Joint Type Pipe Material Section Length 533 f - OSS K 6331-05L Sj' `` cat,-i Lt,IJC-- Rtm to; tnvet% 1 Y Rtmsto In°vets �_.' Measured P pc [Dtametec y �* V ififfeipe rvfalertal 3�' x .,�j HardsTape Measurement � 4 Location �' .� 9-�b Map Sheet �C SEWER _XDOWNSTREAM STORM UPSTREAM 1 Feet Code Clock Position Active/ Dead Capped Dye Tested CUT _ Comments 0 MH — Y/N Y/N i 5331-055 I p S X'- 2 ig t l I U- Y /S) Y CN LSD mw -- '— Y/N Y/N 5331-b54 ! Y/N Y/N I { Y/N Y/N I Y/N Y/N Y/N Y/N{ Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N .i i Y/N Y/N Y /N Y /N Y/N Y/N Y/N Y/N I Y/N Y/N i Y/N Y/N Y/N Y/N Y/N Y/N _r Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N -- CODES: SL=Service Left, SR=Service Risht, MORT=Mortar. PT=Protruding Tap, GR=Grease, H=Hole .. Page Oi i 9350 Rickreall Rd. Rickreali. OR 97371 (503) 623-1 319 / (503) 871-6503 C-More,ffpe Services Pre-Lining/Pre-TV Video Inspection Report Report No. Media No. Client Job No 2-q D Vf) -3 C- N 5 1 TV Ff-j I . 09 Date Technician Inspector I Weather Time Cleaned By C -/Val-L From M.1-1 - -------------- > Direction To M.H. No Pipe Diarn. Joint Length JoifitType jPipe Material Section,l,ength 5;*�;31- of4-,IJ '53 66 -3 r3,5 r12,67 60.�IJC-_ vaii Rim to nve 'P;T asumrn6if.'. t!" '77 A Location Map Sheet SEWER DOWNSTREAM T STORM UPSTREAM Feet Code Clock Position ActiveDead [--Capped Dye Tested CUT Comments 0 MH Y/N Y/N -C) Y/N Y/N 1 Y/N - Y/Nj Y/N Y/N Y/N Y/N "00; Y/N Y/N Y/N Y j" N Y/N Y/N Y/N Y/N Y/N Y/N Y/ N Y/N Y/N Y/Nj Y/N Y Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/Nj Y/N Y/Nj Y/N Y/Nj Y/N Y/N CODES' SL =Service Left. SR=Service Riaht. MORT=Mortar, PT=Protruding Tap, GR=Grease, H=Flole age !of 9350 Rickrcall Rd. Rickreall, OR 97371 (503) 623-1319 / (503) 871-6503 C-More Pipe Services Pre-Lining/Pre-TV Video Inspection Report Report No. Media No. Client Job No 1-.s enToti iogq Date Technician I insp ctor I Weather ITime Cleaned By Jc,C4,n A�\Cyl �VeYC 5� e 1nG�� From M.H.--------------> IDirection ITo M.H. No Pipe Diam. lJointLength Joint Type lPipeMaterial I Section Length S3111 S 3317604 G° ' 1 3. 5 Vic;. coo c- 3tia, s Location {} 1'U VA e- Ujaj Map Sheet SEWER DOWNSTREAM STORM -7UPSTREAM Feet Code Clock Position Active / Dead Capped Dye Tested Comments (Active Lateral = address / Business or Residential) 0 MH - -- YIN 5301`1`1 �S` weep i q-5!�C4tve. IN 3 y — —_. — Y / N jLo\e- �vA G.YQi 135 L(44 10 1)e>_a d Y / N 203 Lc} 12 AL-A,v�' Y/N — Y/N T-0 CO/1 Z36. Ls+ l Ac4ivE' Y/N Y/N i -so vt 5 il 00 o i/C Y/N `: 00— 5 L(9 �1 j6I tyiT 73 Lai 10 A-CIive Y/N -3y2 I'?1 H — —. Y/N 5 1`7 �&oq .fit DV? Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Page 10, 9350 Rickreall Rd. Rickreall, OR 97371 (503) 623-1319 o ® ore ape Services Pre-Lining/Pre-TV Video Inspection Report Report No. Media No. Client Job No ISv° 7 11\6iT-0; cI0m CM-/ C,(-- a ? EN-T ew Date Technician Inspector I Weather ITime Cleaned By .- , 1 (:: 1J C.Ll 2 L I�1v G From M.H.--------------> Direction To M.H. No Joint Length Joint Type Pipe Material Section Length !Pipe'Diam. Location �. , .- V Gue Nc•rr WL N -t—LeQ"�Y ��ivrSU_ Map Sheet T_ SEWER _ DOWNSTREAM X STORM X UPSTREAM Feet Code Clock Position Active / Dead Cap ed Dye Tested Comments (Active Lateral = address / Business or Residential) 0 MH Y/N n Y/N Y/N Y/N Y/N Y/N Y/N Y/N lt; E✓' � - t�-�--� N� t.'v" lei°--� -sZ.' iZ� t,�' op- Y/N Ctrs t 2' . �t Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Page of 9350 Ric1creall Rd. Rickreall, OR 97371 (503)623-1319 C-More Pipe Services Pre-Lining/Pre-TV Video Inspection Report Report No. Media No. Client Job No i C Date Technician Inspector Weather I"Lime Cleaned By AL L-L, ,From M.H. ------- > Direction To M.H. No Pipe Diam. Joint Length Joint Type Pipe Material Section Length L 2- Map SEWER DOWNSTREAM Location Sheet STORM UPSTREAM Clock Active / Dead Dye Comments (Active Lateral = address / Business or Residential) Feet Code Position Capped Tested 0 MH Y/N Y/N I 4v�� Wj 9-f,,7T t2,P'Lt L;-L,7-L 1-r Y/N , I \ " i," Y/N L Tv--c 14-tvj Y/N H�tL Y/N 0 Y/N Y/N Y/N Y/N fill- It- Y/N ,):t L L, Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N b-3 TZ 154Cmot. flVk=D ifj U- Y/N Y/N Y/N Y/N Y/N Page 101 I 9350 Rickreall Rd. Rickreall, OR 97371 (503) 623-1319 C. ore Pipe Services Pre-Lining/Pre-TV Video Inspection Report Report No. Media No. Client Job No T r 1 t , <.4 r s-Att o m & Re-,ij on Date Technician Inspector I Weather ITime Cleaned By From M.H.-------------- > Direction To M.H. No Pipe Diam. Joint Length Joint Type Pipe Material Section Length Location wivs 4- 13L-Uh .c- r`; ST- Map Sheet _SEWER X DOWNSTREAM . STORM UPSTREAM Feet Code Clock Position Active / Dead Capped Dye Tested Comments (Active Lateral = address / Business or Residential) 0 MH Y/N Fi o 1 — Y/N yy U Ai556i�31C DI-] v.t sue'. 5 s`12.t_ f A Y / N _ Ud7 C Y/N ..�, , t' ,} Y / N L, (R co izP2-c C::, •r,= Z 2- � v L' i i � i�t is G r (L. 5`I t -4: S L'• r`� " i�--i-lc _i-r. �. Y / N 7 Y/N I CT- VL- 0iS-17 4Njf--C t-vriz_-c - 3 Y/N Y/N Ki'' t_.+i-= C--lS pc : `T. Ci r i�L•�,ILi Y / N f.S 2- Y/N Y/N Y/N +C, `' 1 4 Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Page of 9350 Rickreall Rd. Rickreall, OR 97371 (503)623-1319 e C-More Pipe Services Pre-Lining/Pre-TV Video Inspection Report Report No. Media No. Client Job No J D 2 `/ 0 f= rZ r-rJr0 N I I KS I i o FogM l02 Date Technician Inspector I Weather ITime Cleaned By i (-- 2.7 - r 2- 'DAIJ 1 i L-- 3erz4v i U-C� A-- 61 mOR- From M.H.--------------> Direction To M.H. No Pipe Diam. Joint Length Joint Type jPipeMaterial Section Length S3i-7 i?Lf N : 55tS 17 Rtm to;lnvert ;. -+�- Rtm;to Invert Measured Pipe Diameter � L' Venfed Pip a Materal Hard 'Tape Measurement Location L• pc: w y� Map Sheet jLSEWER DOWNSTREAM STORM UPSTREAM Feet Code Clock Position Active / Dead Capped Dye Tested CUT Comments 0 MH - Y/N Y/N S31-7- 19 3 7 5 3 AJ-'vs Y 16 Y/ %YI H- Y/N Y/N -7 Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N YIN Y/N Y/N Y/N CODES: SL=Service Left, SR=Service Right, MORT=Mortar, PT=Protruding Tap, GR=Grease, H=Hole Page of 9350 Rickreall Rd. Rickreall, OR 97371 (503) 623-1319 / (503) 871-6503 C® ®re Pipe Services Pre-Lining/Pre-TV Video Inspection Report Report No. Media No. Client Job No 0 PVC 2-- C IT d r- � ib (U` Date Technician Inspector I Weather ITimc Cleaned gy -Z"1- f 2 �` �c'c, � �-N � r✓' c:u: I� � -fN1 vtl From H.--------------> Direction To M.H. No Pipe Diam. Joint Length Joint Type Pipe Material Section Length 5Si7 - 05 �J4 6317 -1` �'' �`_ cvNL (/ Riin.to/'''^^Inverti `, � Rim to Invert " Measuredr 'IPz iameti r Verified Pipe Material Hard Tape Measurement Location : ,'T ��r `�� ra"9,-^%iat-j N Map Sheet SEWER � DOWNSTREAM STORM UPSTREAM Feet Code Clock Position Active / Dead Capped Dye Tested CUT Comments 0 MH Y/N Y/N 5917- 195 7 3 S� 2 Az; ,i- Y /(8) Y/ liq Y/N Y/N 5317 - 19 Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N CODEs: SL=Service Left, SR=Service Right, MORT=Mortar, PT=Protruding Tap, GR=Grease, H=Hole Page of 9350 Rickreall Rd. Rickreall, OR 97371 (503) 623-1319 / (503) 871-6503 C-vVore , ip* a AS&rice.--V Pre-Lining/Pre-TV V.- --o inspection Report 'Report No. Media No. Client Job No Dv R 2 t; UCJ 4S1 t-'*-MDate Technician Inspector I Weather Time Cleaned BN t 1 .L e - I - 0 t--N 1 13 C api I Lf ICLC- &OL I -✓ft 2L — Fmrn M.H.--------------> I Direction I Fo M.N. No Pipe Diam. Joint Length Joint Type lPipeMaterial Section Length 530cl- S 53v9 40 " 3' cv�►� 357, ---- Riot = itim to hive let,st ccf Pipe Diameter ViT4 e 3ter al hard rtaPe N1a t: Location- (Lt(j�IL-L10.�j'� (vC� Map Sheet SEWER CL DOWNSTREAM STORM UPSTREAM Feet Code Clock Position Active / Dead Capped Dye Tested CUT Comments 1) MH — Y / N Y / N -5309--- 2 Sri Af4l VC Y / ' Y /® MU OI N i '- CJ�lr_1i Nai GJ j — S� _74 Cqppe:J Y !(f� Y— S L Y /0 Y - S 1 IL TI Ut Y / Y /dq -- --- - St_ (G _4e4e� rives Y / O Y /6P 2-3 Y/ Y/ B Y6DY Y /& Y /- S�"" Z AtfI ve. Y ` Y / Y /0 Y /(p 2-ki Y / N Y / N i c>� j — -- Y / N Y / N -- --- --O �, aJ, 1 3t1 — — Y / N Y / N Lotj c- __- 43 Y /6D Y /611 — —_- — 5� ML+ — Y/N Y/N 01 ------ Y/N Y/N � Y N Y / N- �— Y N Y/N I Y'N Y/N YIN Y/N -- Y'N Y/N - - 4— Y/N Y/N �t t 01 , Sl -Service left SR- Service Right. MOR'T-Mortar. PT=Protn,ding Tap, OR -Grease, H=Hole Page i :Ot 9:9n Rickreall Rd. Rickreall, OR 97371 (503) G?3-1319 %i503) 871-l503 C-More Pipe lq'errices "e-Lining/Pre-TV Viueo Inspection Report Report No. I Media No. Client Job No 5 t' c t r y Nror� ►nf-S Tu r-oM /u Date Technician Inspector I Weather ITime Cleaned By 11 ' " 12 w I L L '&-2N i C C L-E: qTz— I L -Al �iZL From M.H.--------------> IDirection ITo M.H. No Pipe Diam. lJoint Length Joint Type jPipeMaterial Section Length S�o9-1101 S 53v9-qot,- S" 3' 6vp-j - Rim tp' r �.R Measured Pipe Diameter It VdlJ95fflWUatwW-fhrd Tape Measurement i ` _ .�•., Location 1L /` t_" C Map Sheet � SEWER DOWNSTREAM STORM UPSTREAM Feet Code Clock Position Active / Dead Capped Dye Tested CUT Comments 0 MH r Y/N Y/N S3D� -401 2`f SL Y/& Y/N MIKE2-tt� IN LAq q-e-r I Y 4 Y / t, ,, O S(-- f U DC.041 Y/& Y/N 11 -7.5 S^ L 1 v DL )4 Y /(B I Y A�N F v L t_ t= , i✓-iz ►A-c- 1s(-) SL- T Y/t&Y/ FPv(— I So SL 10 PC-PD Y'� Y - ! S S f2- 2_ A-c.-TI v Y Y lS 5 S Y/O Y/N LIZ SL- 9 j Y/(S) Y/ 21 1 S L- q Y /0 Y Csp � I AA V+ — — Y / N Y / N Sao 9 - q00 Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N CODFs: SL=Service Left, SR=Service Right, MORT=Mortar, PT=Protruding Tap. GR=Grease, H=Hole Page ` of j 9350 Rickreall Rd. Rickreall. OR 97371 (503) 623-1319 / (503) 871-6503 C'-6110re Mpe SP1 V it reov -re-Lining/Pre-TV Viueo Inspection Report Report No. Media No. Client Job No C r NT-0 31 ru F 1(;0 Date Technician Inspector I Weather ITime Cleaned By i3c " NC I [ -L- 2— I C- -I i1 0 f ` -- from M.H.--------------> Direction ITo M.H. No Pipe Diam. lJoint Length Joint Type Pipe Material Section Length Rim to Invert Rim to Invert Measured Pipe Dimneter Verified Pipe Material Hard Tape Measurement Y, Location k--L Map Sheet �K- SEWER DOWNSTREAM STORM UPSTREAM Feet Code Clock Position Active / Dead Capped Dye Tested I I CUT Comments 0 MH -- _- Y/N Y/N 53oy- o ! S L to oc A,D Y S YCN S L c l Y /6) YIN S L-- ! PC f V" Y /® Y /O SL 1 O �� fi t� Y Y / N Fu u-. , S cl Z 5 iZ Z Brun vL," Y/ Y/ 1 -, % S jz- Z AxTi V C Y /(&) Y kT3 C 1 C-) L S t- �(r!i ALTl VC Y IN Y /C) 1�v LL &jPert-)LA ►a.-t.- s> 2.vv-T S i Y/0 Y --a c Y/eY/ MCA2Z-%-{ 007� IfJ -T SCE SL �_ Y/(I) Y/ SJZ_ Z Acn vc Y /O Y / 1 34o im It — — Y/N Y/N Y/N Y/N SSo - Y/N Y/N Y/N Y/N- Y/N Y/N M ,r 5' �lt� M Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N CODF.s: SI =Service Left, SR=Service Right, MORT=Mortar, PT=Protniding Tap, GR=Grease, H=Hole Page Of 9350 Rickreall Rd. Rickreall, OR 97371 (503) 623-1319 / (503) 871-6503 C-More Pipe Serrices ''re-Lining/Pre-TV Viaeo Inspection Report Report No. Media No. Client Job No Date Technician Inspector Weather Time Cleaned By 1 Z— D4fj i � LL me- aev 1 E CZ-6/3'1L G From M.H.--------------> 113irection To M.H. No Pipe Diam. Joint Length Joint Type lPipeMaterial Section Length Rini to Invert E i* `' Me9surement Location �121�L Map Sheet SEWER DOWNSTREAM STORM UPSTREAM Feet Code Clock Position Active / Dead Capped Dye Tested CUT Comments 0 MH Y/N Y/N 5309— 3y�j v L ©/0 Y/ V Srz- 3 Y /6 ! SL 1 c v Y /® Y /(l S 30 1- 3 9S- J Y/N Y/N t Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N CODES: SI =Service Left. SR=Service Right. MORT=Mortar, PT=Protruding Tap. GR=Grease, H=Hole Page of 9350 Rickreall Rd. Rickreall, OR 97371 (503) 623-1319 / (503) 871-6503 C_More Ppe SQ,%'rices -'re-Lining/Pre-TV Viaeo Inspection Report Report No. Media No. Client Job No Y IN D Z- C, I -T -ro , r , 2N1 U °I Date Technician Inspectof I Weather ITime Cleaned By I I --Lu 1 i 1 =t— L--Ii `i L L C14 C -AI U14 From M.H.--------------> jKrection JToM.H.No Pipe Diam. Joint Length Joint Type lPipeMaterial Section Length -n-eMaterial 2171 Rim to luvW Rim to Invert Measured Pipe Diameter Hard Tape Measurement Location r tLt ` Map Sheet ?� SEWER DOWNSTREAM STORM UPSTREAM Feet Code Clock Position Active / Dead Capped Dye Tested CUT Comments 0 MH - Y/N Y/N c� >L S 3 v,,�' Y/" S� 5 S Il t� Y /(f)Y /® 117 10 1 :;9 S1 - S /Yt-flvt. Y/� /f --I 1 7( S L 9 DL 14 t) Y /(N Y /0 rZcYJ` 1 rJ L SL 1 v uC- f-VD Y /0 Y/ Vi4 J i-- aoo i S 1 2-11 Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N v� Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N CODF.s: SL-Service Left. SR=Service Right, MORT=Mortar, PT=Protruding Tap, GR=Grease. H=Hole Page of 9350 Rickreall Rd. Rickreall, OR 97371 (503) 623-1319 / (503) 871-6503 C-More • eServices Pre-Lining/Pre-TV Video Inspection Report Report No. Media No. Client Job No Date Technician Inspector Weather ITime Cleaned By l -2�1' From M.H---------------> Direction To M.H. No Pipe Diam. Joint Length Joint Type Pipe Material Section Length 531 -I`t1 W ��'3t 1- 195 6 , 3, CgAk- Rtm to€invert r' �Jt b - e Rtm to'inVert Measii ed Pipe•Dtameter :- Verified -Pipe Matenal �- t,'�N C Harrd:Tape-Nfeast ifement Location /-MGVr it1= cti= tvaAtJ I.` V.)ta-Y{.i-1- Map Sheet I SEWER DOWNSTREAM STORM UPSTREAM Feet Code Clock Position Active /Dead Capped Dye Tested CUT Comments 0 MH •— — Y/N Y/N 55i-7 _ 7 q S tZ 2. furl V t✓ Y /(&) Y / Y/N YIN T-o `PVL — Y / N Y / N S 9 S J2- -Z- A-cr) Vo Y Y 1 — — YIN Y/N SLj&,f4-r 3Cn%7LC r-7- j-7 __ Y/N Y/N -1--L 6" vC_ 1 1 Z- S 2 Z Pr& ri v li Y /& Y6 p v L 113 T- Y/N Y/N w t C Z q S- 2- Y /{& Y /6 Y/N Y/N 59i7 05 Y/N YIN Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N- Y/N CODES: SL=Service Left, SR=Service Right, MORT=Mortar, PT=Protruding Tap, GR=Grease, H=Hole Page 109 9350 Rickreall Rd. Rickreall, OR 97371 (503) 623-1319 / (503) 871-6503 1 ® ore i Services e Pre-Lining/Pre-TV Video Inspection Report Report No. Media No. Client Job No Z !il/ 3 c4 i- /- 611 Nj J 1 " V kylw 1()9 Date Technician Inspec or I Weather ITime Cleaned By t i" -211- )' - t yv - c� IC-L-kaYP-1 C From M.H.--------------> Direction To M.H. No Pipe Diam. lJoint Length Joint Type lPipeMaterial Section Length 550 -ems SG 53cli- Rtm to Inver[ 2 s3 �t>>J Run to`Invert Me inured Pipe :D�ameter Venfied Pipe Material Hard' -Tape Measurement Location 267rvloed 9 ON'� u Map Sheet _SEWER _ DOWNSTREAM STORM UPSTREAM Feet Code Clock Position Active / Dead Capped Dye Tested CUT Comments 0 MH Y/N Y/N 2-2-5 7 ji'C _ 1v -I I V'G Y /& Y6, 93 -S JZ- 1 /kIl i VC7 Y /a Y /(91 2-+1 M -- Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N C k)a1U(-'-iotJ-' -11+1 S' aft -'Cal S 4k Q LA Y/N Y/N - t; M AAtj�3�y 2Z� To Y/N Y/N M t-t-369-225 Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N CODES: SL=Service Left, SR=Service Right, MORT=Mortar, PT=Protruding Tap, GR=Grease, H=Hole Page of 9350 Rickreall Rd. Rickreall, OR 97371 (503) 623-1319 / (503) 871-6503 CM- 1L8 (£OS) / 61 £[-£Z9 (£OS) 1L£L6 NO `11EapialN Td llua-ni31N 09£6 jO 22Ed aloH=H `asewD---dD `dud, Vwprulad=.Ld `nllO W=.LNOW `IgV!N aawaS=2JS `liar aawaS=-jS :s3QOJ N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A M/A N/A 41W /A igy A t' A (9/ A bh Z /A �/A - � 9fiZ A�DA '50► /AV/A ��1. o N/A N/A --- HN 0 sluawwo0 JM3 pa;saJL aS(I pa uE) Pua(1 / anilat+ uolllsod 3I3013 apo0 jaaA bUt auilsan WHOIS Wdd2I LS1\IMOQ �C 2IdM9S 1aagS deW %' l [VOWo u0ljl;aoq �'`.` .a � laaulamseay� ade� P�Ii (euaadid paguan ^-- {alawelQ.adld paps bW 01'utl�j 3tanuj;ol tuRj yIJi2nuj 41&p'l uoliaaS lullaly W adid adX L lulo[ gl8ua-I lulof •umi(I adid ON •H-W o.L aolloaaiQ <-------------- `H*W 01013 Xa pauualD Dwill aagl23M I iolaadsul uElarugaa,L alaQ Q/ W -V O: I ,1 JD- _ 14 ON qoj luaU -ON RIPPW I -ON uodag podaU uogaadsul oapiA Al-0ad/Nului7-a-ld sailaw 'CY C-More Pipe Services Pre-Lining/Pre-TV Video Inspection Report Report No. Media No. Client Job No 1 i/ (� (LF(QTL, � J 1 1 ` 2IV1 Date Technician Inspector I Weather ITime Cleaned By i i fZ —62 From M.H.------------- > Direction To M.H. No Pipe Diam. Joint Length Joint Type Pipe Material Section Length Rim to Invert Rim to Invert Measured Pipe Diameter Verified Pipe Material Hard Tape Measurement 1 1 x. " 91T, ()'` C'C&fc— (,,3` Location r rtn NZ F-Cf?Aodf)/ -ce �iG Map Sheet L� SEWER � DOWNSTREAM STORM UPSTREAM Feet Code Clock Position Active / Dead Capped Dye Tested CUT Comments 0 MH Y/N Y/N -3 09-21q 7 Sr� Y /a Y �(� Z Y/N Y/N 2-1 Y/N Y/N Y/N Y/N �.r R Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N CODES: SL=Service Left, SR=Service Right, MORT=Mortar, PT=Providing Tap, GR=Grease, H=Hole Page Of 9350 Rickreall Rd. Rickreall, OR 97371 (503) 623-1319 / (503) 871-6503 Ca orb .fie Services Pre-Lining/Pre-TV Video Inspection Report Report No. Media No. Client Job No Ci dj=- N' !Tv Few11 101� Lf Date Technician Insp ctor I Weather ITime Cleaned By -' -7 .-12 From M.H.-------- —---- >�( Direction To M.H. No Pipe Diam. Joint Length Joint Type Pipe Material Section Length j73 : ZJ 1 N �.e 7 " Zf�2 S- t � 3 k i7.—GPI C_0 C'jC.. Rim to,Invert' ` - sa5. k14 4� Rtm to Invert r- Measured Pipe Diameter.: Verified Pipe Material Hard'Tape IVteasurement Location �VIG rrW fi-^L Map Sheet 7C SEWER DOWNSTREAM STORM UPSTREAM Feet Code Clock Position Active / Dead Capped Dye Tested CUT Comments 0 MH - Y/N Y/N Sly- -Z 1(V� Y / ':'Y / q ac l r o Y /CD Y/ 1'40 SL- iD l4z U- Y/ Y/ :ZOL= M (1.- — --- Y / N Y/N. Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N -F Y/N Y/N CODES: SL=Service Left, SR=Service Right, MORT=Mortar, PT=Protruding Tap, GR=Grease, H=Hole P2ge Of 9350 Rickreall Rd. Rickreall, OR 97371 (503) 623-1319 / (503) 871-6503 G.1more e ks'&V ces Pre-Lining/Pre-TV Video Inspection ]deport Report No. Media No. Client Job No 16 i-xa-3 cr 1 0'�?4 i Date Technician Insliector I Weather ITime Cleaned By Z7 - = (LN 1 C-L - yzo/',! - )Z.— 1 VN (_ (3L" l Front M.H.--------------> Direction ITo M.H. No Pipe Dia-n. lJoint Length Joint Type 1pipematerial Section Length Rim to'Mvert ' t - e - _ >_ r Rtm,to tnvert �K,tr _r .t . i. tvte9su'red Pipe D�amcter t K — .i;l .a J -,f.� -. VenfiedytPtpe tMatertal x 1 � NJ. �.:Yr•I eo �. a— � `t�_� Hard Tape Measurer ent 1 t4 P1 C{ I Location PI t (L{'tif3ft,L t L Map Sheet X SEWER Y. DOWNSTREAM STORM UPSTREAM ' Feet Code Clock Position Active / Dead Capped Dye Tested CUT —.i Comments i 0 MH -- Y/N Y/N 53C-) 2Ci ftz-- _-9 Y l Y 16 SL. i — Y /O1 Y / 6 --- ve Y Y /G -- jr Y/ Y/ �"- Y / N Y / N- Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N r Y/N Y/N Y/N Y/N f Y/N Y/N Y/N Y/N Y/N Y/N j ti Y/N Y/N l i Y/N YIN Y/N Y/N 1 Y/N Y/N Y/N Y/N j CODE.,: SL=Service Left, SR=Service Right. MORT=Mortar, PT=Protruding Tap, GR=Grease, H=Hole Page of i i 9350 Rickreall Rd. Rickreall, OR 97371 (503) 623-1319 /(503) 871-6503 //fi�rr • �l,—More Pipe Services Pre-Lining/Pre-TV Video Inspection Report Report No. Media Client Job No 1No. I� J Ofi%uhl !ti S 1 Date Technician I Spector I Weather ITime Cleaned By From M.H.--------------> Direction To M.H. No Pipe Diam. lJointLength Joint Type jPipeMaterial Section Length IS N s3i6-- 5) �;� �i _A- - — Rim to Invert Rim to Invert Measured Pipe Diameter Verified Pipe Material Hard Tape Measurement ^ Location ryl 15 .* Wi+ITvJC2Tl1 5 Map Sheet SEWER DOWNSTREAM T STORM UPSTREAM Feet Code Clock Position Active / Dead Capped Dye Tested CUT Comments 0 MH YIN YIN- S-� S'1� 2 pp4 Y /(N Y Ap 1-73 OJ — -- YIN Y/N 1-1C19V`/ 0 --SET clN; - ;Z,,_2„ --- - 73 YIN YIN --- -. V s 9LC 4T cpF-POT- J l- YIN YIN YIN YIN z;3is' - is( UPSfii2�f}�1 -- Y/N Y/N `' (�-V -- rW PA -- �l Y/N YIN o v(- - v — — Y / N Y / N V (`; Pft-5 S CC --i�= ►) - Y/N Y/N - �� - C/N's `f 1-9-rtcl- cC t pig-_ YIN YIN i3-Yv YIN YIN YIN YIN 3 i- i I = `i - ri13t T-�- S i ft t✓ TNSJ�c ( YIN Y/N — Y/N YIN --- YIN YIN — -' - - _—_--- -- YIN YIN Y/N YIN Y/N Y/N YiN Y/N YIN YIN YIN YIN Y/N Y/N —i YIN YIN CODE, Sl- Service Left. SR=Service Right. MORT=Mortar, PT=Protruding Tap- GR=Grease, H=Hole Page of j 9350 Rickreall Rd. Rickreall, OR 97371 (503) 623-13191(503) 871-6503 GwVoree Services Pre-Lining/Pre-TV Video Inspection Report Report No. Media No. Client Job No j 17J� 3 C-TCI 'N11f\ S dt2-Al OLI L4_ Date Technician Inspector I Weather ITime Cleaned By 2- From M.H.-------------> Direction To M.H. No Pipe Diam. IJointLength Joint Type jPipcMaterial Section Length 53U 3-7-S C— Rtm toanvert ^3� RWmtotlnJe'rt hi Measurcd'PjpeDiamctcr `s ` yeii£ed Pipe Material HatdTapz tvleasuremeni ... IF' l� i:T J Y� �.,': Y y 1qr Locations S r A S i Map Sheet X SEWER DOWNSTREAM STORM UPSTREAM Feet Code Clock Position Active / Dead Capped Dye Tested CUT _ Comments -- 0 M; I ,-- _ _ Y / N Y / N 531 f - 3 % S.---- (Z2- SL- L�'0 Y/N Y/N j ---- -- Y/ N Y/ N - t rlc Y/N Y/N YIN Y / N �%� ` t',Ely ,n C >r = FT j 51T U _--- Y/N Y/N ,eVPrrssi�}� Lf, J37t --; Y/N Y/N --- - Y/N Y/N Y/N Y/N1 Y/N Y/N Y/N Y/N Y / N Y / N ------ _ Y/N Y/N Y/N Y i N ----- Y/N Y/N I Y/N Y/N ` Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y,'N Y/N --_- CGDEs �'tPage 10f SL=Service LeH, SR=Service Right. MORT=Mortar. PT=Protruding Tap. GR rease, H=Hole i 1 1 i 9350 Rickreall Rd. Rickreall, OR 97371 (S03) 623-1319 /(503) 871-6503 0 - ore 0 eS races Pre-Dining/Pre-TV Video Inspection Report Report No. Media No. CIient Job No J 3 crry r v-5;\Vi ri srrut=G '✓1 Date Technician Inspector lWeather ITirne Cleaned BY 1 i - Z� - ►L 1 i 1- L 2 inl iC From M.1-1---------------> Direction To M.H. No Pipe Diam. jJoint Length I Joint Type lPipe,Material Section Length Rim to`invert all�c�° �•: k' Rim to Inve�t�, '�� Measui•cd Ptpe Dtamcier ' dei�ified P� eM7te,rial �� `�"'t NardrTupe�t�2eaaiiement �.M �,."� t'5... �� 5 .1 H.a. ? ! N � � - J r �':� 1..4I ..ii. 6 e'... t 'a�.'�'�l , .a .a_. �. _ - •.J > - t —_— __. Location S --�• pY�:r j: OS Map Sheet SEWER DOWNSTREAM STORM UPSTREAM Feet Code Clock Position Active / Dead Capped Dye Tested CUT Comments j 0 MH -- Y/N Y/N C�jc� _ 0-11 2- ---- - - Y / N Y / N 2C( /f12 - Tc: P c 1= .r I p C --- ' Z5E- h'l i_+ — — Y/N Y/N l -6 5 Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N YIN Y/N i YIN Y/N Y/N Y/N Y/N Y/N J Y/N Y/N I Y/N Y/N Y/N Y/N Y/N Y/N i Y/N Y/N r YIN Y/N i Y/N Y/N —.i Y/N Y/N i Y/N Y/N 1 Y/N Y/N i Y/N Y/N Y/N Y/N Y/N Y/N CODE,: St. Service Left. SR=Service Right. MORT=Mortar, PT=Protruding Tap, GR=Grease, H=Hole Page of j i 9350 Rickreall Rd. Rickreall; OR 970371 (503) 623-1319 / (503) 871-6503 IE: 4 CUES Site Data for Project: 5331 E CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site ID City Street Date Time 129 Renton 4300 TalbotRdS 01/25/2012 12:39:16 PM M.H. Start 5331054 M.H. Stop M.H. Depth Starting Dist Final Dist 1 5331053 1 8.0 0 -355.0 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator Concrete 8 11 41 Away-D aved Concrete Kevin Comment Observation Data Obs ID Dist LD Code / Defect ClockPos Sevr Lv Ph1 ID Ph2 ID VcIipID VidlD TapeCnt Comment 1 0 INSPECTION BEGIN UPSTREAM 3-pipes in 48" precast mh#054 2 9.4 PIPE DETERIORATED 102.39 belly in line 3 27.2 165.82 belly gone 4 60.9 242.43 belly in line 5 82.8 305.58 belly/sag gone 6 304.7 798.21 unknown object 7 355.0 INSPECTION END DOWNSTREAM 934.46 3-pipes in 48" precast mh#053 Page 1 of 1 1E_ CUES CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data for Project: 5331 E Site ID City Street Date Time 128 Renton 4300 TalbotRdS 11 01/25/2012 11 12:20:00 PM M.H. Start 5331055 M.H. Stop M.H. Depth Starting Dist Final Dist 5331054 10.0 0 +264.8 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator Concrete 8 4 Away-D I aved Asphalt Kevin Comment Observation Data Obs ID Dist LD Code / Defect ClockPos Sevr Lv Ph1 ID Ph2 ID VcliplD VidID TapeCnt Comment 1 0 INSPECTION BEGIN UPSTREAM 3-pipes in 48" precast mh#055 2 4.5 PIPE DETERIORATED 49.92 3 93.4 CONNECTION BREAK-IN RIGHT 01102 227.95 saddle k-Ci..� sT,frC 4 120.4 Infiltration in pipe 07/08 325.07 5 226.2 Infiltration in pipe 03 577.79 hole in pipe 6 264.8 INSPECTION END DOWNSTREAM 699.58 3-pipes in 48" precast mh#054 Page 1 of 1 1E]JCUES Site Data for Project: 5331 E CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site ID City Street Date Time 127 Renton 4300 TalbotRdS 01/25/2012 12:03:38 PM M.H. Start 5331056 M.H. Stop M.H. Depth Starting Dist Final Dist 5331055 10.0 0 +262.8 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator Concrete 8 4 Away-D I aved Concrete Kevin Comment Observation Data Obs ID Dist LD Code / Defect ClockPos Sevr Lv Ph1 ID Ph2 ID VcIipID VidID TapeCnt Comment 1 0 INSPECTION BEGIN UPSTREAM 32.14 3 pipes in 48" precast mh#056 2 37.0 CONNECTION FACTORY RIGHT 03 162.52 slight root intrusion 3 76.9 PIPE DETERIORATED 287.11 4 262.8 INSPECTION END DOWNSTREAM 646.68 3-pipes in 48" precast mh#055 Page 1 of 1 PES CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data for Project: 5331 E Site ID City Street Date Time 126 IF Renton 4300 TalbotRdS 11 01/25/2012 11:47:40 AM M.H. Start 5331057 M.H. Stop M.H. Depth Starting Dist Final Dist 5331056 11.0 0 +240.8 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator Concrete 8 4 Away-D Fed Concrete Kevin Comment Obs ID Dist LID Code / Defect 1 0 Looking down manhole 2 8.0 INSPECTION BEGIN UPSTREAM 3 8.9 PIPE DETERIORATED 4 240.8 INSPECTION END DOWNSTREAM Observation Data ClockPos Sevr Lv Ph1 ID Ph2 ID VclipID VidID TapeCnt Comment Page 1 of 1 1E] CUES 4 CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407)849-0190 Fax (407) 425-1569 Site Data for Project: 5309W Site ID City Street Date Time 1 Renton 913 Ferndale Circle 10/04/2011 09:04:56 AM M.H. Start M.H. Stop M.H. Depth Starting Dist Final Dist 5309043 5309033 11.7 10 286.7 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator Concrete %J I31 Away-D asement IlRocky Comment Observation Data Obs ID Dist LD Code / Defect ClockPos Sevr Lv Ph1 ID Ph2 ID VcliplD VidID TapeCnt Comment 1 0 Looking down manhole 67.59 2 6.5 damaged pipe 137.26 3 8.0 INSPECTION BEGIN UPSTREAM 206.27 4 52.7 CONNECTION FACTORY RIGHT 01/02 336.90 flowing geen dye 913 Ferndale circle 5 56.1 CONNECTION ABANDONED RIGHT 01/02 458.52 capped off lr3�4N�L-A/ 6 59.1 CONNECTION FACTORY LEFT 09 /10 538.24 red dye for 909 Ferndale Circle 7 139.8 hole in pipe 08/10 767.20 Rat in dirt 8 248.3 CONNECTION FACTORY LEFT 09 984.67 rat in s/s. 4,-3QN,>oAl 9 250.4 CONNECTION FACTORY RIGHT 02/03 1067.07 10 286.7 INSPECTION END DOWNSTREAM 1195.71 3-pipes in precast mh#33 Page 1 of 1 PES CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data for Project: 5309E Site ID City Street Date Time 5309E - 108 Renton Pierce AV NE 02/15/2010 12:34:40 PM M.H. Start 5309203 M.H. Stop M.H. Depth Starting Dist Final Dist 5309814 1 5.7 0 +157.4 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator Concrete 8 3 Away-IJ aved Asphalt chris Comment Observation Data Obs ID Dist LD Code / Defect ClockPos Sew Lv Ph1 ID Ph2 ID VclipID VidlD TapeCnt Comment 1 0 INSPECTION BEGIN DOWNSTREAM 6.84 2 21.7 CONNECTION FACTORY RIGHT 67.87 goodconnection ."��/^l S--4 3 24.5 broken main line 111653.jpg 211653.jpg 129.88 4 31.0 CONNECTION ABANDONED LEFT 279.45 goodconnection /2E/Nsr.+r� 5 89.2 CONNECTION FACTORY RIGHT 442.21 goodconnection J 6 92.0 CONNECTION FACTORY LEFT 471.46 goodconnection 7 157.4 INSPECTION END UPSTREAM 615.04 E.O.P. c/o#814 Page 1 of 1 PES CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data for Project: 5309E Site ID City Street Date Time 5309E - 105 Renton 3519 NE 8th St 11 02/15/2010 11:56:33 AM M.H. Start M.H. Stop M.H. Depth Starting Dist Final Dist 5309202 Type of Pipe 5309204 1 6.8 0 +211.4 Pipe Size(in) Sec. Igth Direction Surface Condition Operator Concrete 8 01 Away-U I aved Asphalt 11chris Comment Observation Data Obs ID Dist LID Code / Defect ClockPos Sevr Lv Ph1 ID Ph2 ID VcIipID VidID TapeCnt Comment 1 0 Looking down manhole 36.57 3-8" PIPES IN 48" BRICK MH4202 2 8.0 INSPECTION BEGIN DOWNSTREAM 52.21 3 68.4 CONNECTION FACTORY RIGHT 153.78 goodconnection �'EiN 5TAT'� 4 191.1 CONNECTION FACTORY RIGHT 348.08 goodconnection 5 194.2 CONNECTION FACTORY LEFT 111625.jpg 380.46 WYE DETRIORATED 6 211.4 INSPECTION END UPSTREAM 459.27 2-8" PIPES IN 48" BRICK MH#204 Page 1 of 1 CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407)849-0190 Fax (407) 425-1569 Site Data for Project: 5309E Site ID City Street Date Time 5309E - 1 22 Renton NE7th@Queen av NE 02/18/2010 10:00:48 AM M.H. Start 5309219 M.H. Stop M.H. Depth Starting Dist Final Dist 1 5309218 1 10.7 8.0 +165.8 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator Concr F 8 11 3 Away-D aved Asphalt I chris Comment Observation Data Obs ID Dist LID Code / Defect ClockPos Sevr Lv Ph1 ID Ph2 ID VclipID VidID TapeCnt Comment 1 8.0 INSPECTION BEGIN UPSTREAM 25.42 2 24.3 lite roots 64.58 3 71.1 CONNECTION FACTORY RIGHT 191.97 wye possible crack in s/s. 4 77.1 CONNECTION FACTORY LEFT 111794.jpg 309.19 wye i3�s. ,��✓ Q`'` "`C ' ^� '�' �` ice/ s 5 165.8 INSPECTION END DOWNSTREAM 788.95 3-pipes in brick mh#218 pour channels deteriorating Page 1 of 1 PE: CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407)849-0190 Fax (407) 425-1569 Site Data for Project: 5309E Site ID City Street Date Time 5309E - 124 Renton 680 Redmond 02/18/2010 12:1 HI5 PM M.H. Start 5309226 M.H. Stop M.H. Depth Starting Dist Final Dist 5309225 13.7 8.0 +247.9 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator Concrete 8 0 Away-U asement I chris Comment Observation Data Obs ID Dist LD Code / Defect ClockPos Sevr Lv Ph1 ID PI ID VcIipID VidlD TapeCnt Comment 1 7.9 INSPECTION BEGIN DOWNSTREAM 91.87 2 35.0 JOINT 244.95 showing signs of age 3 82.8 CONNECTION FACTORY LEFT 11 367.77 Wye 4 85.3 CONNECTION FACTORY RIGHT 111814.jpg 211814.jpg 454.93 Wye-feetsbrekep? 5 132.3 lite roots@joint 752.11 6 172.2 roots@joint 833.11 7 178.3 roots@joint 855.20 8 247.9 INSPECTION END UPSTREAM 992.18 j j 2-pipes in 48" brick mh#225 rough channel Page 1 of 1 rz-6 CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data for Project: 5309E Site ID City Street Date Time 5309E - 126 Renton 680 Redmond 02/18/2010 12:52:39 PM M.H. Start 5309226 M.H. Stop M.H. Depth Starting Dist Final Dist 5309227 1 13.7 F +287.0 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator Concr F 8 131 Away-D asement IFris Comment Observation Data Obs ID Dist LD Code / Defect ClockPos Saw Lv Ph1 ID Ph2 ID VcliplD VidID TapeCnt Comment 1 8.1 INSPECTION BEGIN UPSTREAM 17.37 2 17.0 joint 64.12 3 52.2 CONNECTION FACTORY RIGHT 01 111833.jpg 318.57 plugged s/s damaged ? 4 68.0 CONNECTION BREAK-IN LEFT 455.07 ok iAl->7 5 110.3 CONNECTION FACTORY LEFT 111835.jpg 613.62 wye deteriorated s/s. 6 253.4 CONNECTION FACTORY LEFT 111836.jpg 1100.25 wye cracks in wye /CMG / N ✓i% �� 7 256.7 CONNECTION FACTORY RIGHT 01/02 1209.45 material in s/s. 8 281.5 CONNECTION FACTORY LEFT 111838.jpg 1389.55 damaged wye 9 287.0 INSPECTION END DOWNSTREAM 1496.03 2-pipes in brick mh rough channel #227 Page 1 of 1 1E] C lJ E S 4 Site Data for Project: 5318E CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407)849-0190 Fax (407) 425-1569 Site ID City Street Date Time 39 Renton S. 3rd StA Whitworth 03/05/2012 09:04:26 AM M.H. Start 5318153 M.H. Stop M.H. Depth Starting Dist Final Dist 5318151 7.1 8.0 +83.2 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator Clay 8 0 Away D I aved Concrete IF Comment Observation Data Obs ID Dist LD Code / Defect ClockPos Sevr Lv Ph1 ID Ph2 ID VcliplD VidID TapeCnt Comment 1 8.0 Looking down manhole 2.8" pipes in old brick 48" mh 2 8.0 INSPECTION BEGIN UPSTREAM 393.40 3 60.3 CONNECTION FACTORY RIGHT 599.47 capped off / 5 76.1 JOINT SEPERATED 809.27 6 77.5 CONNECTION FACTORY RIGHT 912.10 broken s/s by connection 7 83.1 CONNECTION BREAK-IN RIGHT 01/02 1113.36 s/s pertruding 8 83.2 INSPECTION END DOWNSTREAM 1292.51 can't get pass pretruting s/s Page 1 of 1 CUES, Inc. 3600 Rio Vista Ave. C Orlando, FL 32805 (407) 849-0190 C U E S41 Fax (407) 425-1569 Site Data for Project: 5318E Site ID City Street Date Time 40 Renton S 3rd St&Shuttuck ave s. 03/05/2012 10:02:11 AM M.H. Start M.H. Stop M.H. Depth Starting Dist Final Dist 5318151 5318153 7.8 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator PVC 8 11 12 1 Away-U I FTVed Concrete IlEric Comment Observation Data nhc In Dict LD Code / Defect ClockPos Sevr Lv Ph1 ID Ph2 ID VcIipID VidlD TapeCnt Comment 1 8.0 Looking down manhole 43.54 2 8" pipes in old brick 48" mh #151 2 8.0 INSPECTION BEGIN DOWNSTREAM 92.73 3 13.0 PIPE SIZE CHANGE TO SMALLER 204.72 unusal joint or connection 4 13.8 INSPECTION END UPSTREAM 301.72 do to bad jiont connection Page 1 of 1 1E] CL1E5 CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data for Project: 5318E Site ID City Street Date Time 37 Renton 205. S.3rd ST 03/02/2012 01:47:51 PM M.H. Start 5318373 M.H. Stop M.H. Depth Starting Dist Final Dist 53183:54' 3c<< 7.1 8.0 +141.9 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator Clay 8 11 3 Away-D aved Concrete IlEric Comment Observation Data Obs ID Dist LID Code / Defect ClockPos Sevr Lv Ph1 ID Ph2 ID VcliplD VidID TapeCnt Comment 1 8.0 INSPECTION BEGIN UPSTREAM 82.75 roots& grease in main line 2 8.2 re•ty 26.98 after cleaning 4 10.9 ROOTS IN JOINT MEDIUM 41.71 grease 5 20.6 ROOTS IN JOINT LIGHT 68.45 6 36.4 ROOTS IN JOINT LIGHT 101.14 7 38.9 ROOTS IN JOINT MEDIUM 113.18 8 42.0 ROOTS IN JOINT HEAVY 136.10 grease 9 71.5 CONNECTION FACTORY LEFT 09 216.81 s/s packed with roots 10 125.8 CONNECTION FACTORY LEFT 09 329.78 11 129.7 joint cracked 06/07 407.89 12 134.1 joint crack 03/04 483.02 13 139.2 PIPE MATERIAL CHANGE TO PVC 520.10 Page 1 of 2 CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data for Project: 5318E Site ID City Street Date Time 37 Renton 205. S.3rd ST 03/02/2012 01:47:51 PM M.H. Start 5318373 Type of Pipe M.H. Stop M.H. Depth Starting Dist Final Dist 1 5318151 7.1 8.0 +141.9 Pipe Size(in) Sec. Igth Direction Surface Condition Operator Clay 8 11 31 Away-D Fed Concrete JjEric Comment Observation Data Obs ID Dist LD Code / Defect ClockPos Sevr Lv Ph1 ID Ph2 ID VcIipID VidID TapeCnt Comment 14 141.5 22% bend 549.92 Page 2 of 2 C CUES CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data for Project: 5317E Site ID City Street Date Time 2 Renton 407 Grandy WY NE 05/29/2012 02:22:28 PM M.H. Start M.H. Stop M.H. Depth Starting Dist Final Dist 5317W t / Type of Pipe Pipe Size(in) 5317197 F 10. 5 Sec. Igth Direction Surface Condition Operator Concr F 6 " 01 Away U asement IF Comment Observation Data Obs ID Dist LD Code / Defect ClockPos Sevr Lv Ph1 ID Ph2 ID VcliplD VidID TapeCnt Comment 1 0 Looking down manhole 29.39 2 6" conc pipes in 48" brick MHk169 2 8.0 INSPECTION BEGIN DOWNSTREAM 130.38 3 11.0 flowline deterioration 06 179.77 4 28.0 PIPE DETERIORATED 235.78 h2s evidence 5 29.7 CONNECTION FACTORY LEFT 09 269.22 6 66.5 ROOTS IN JOINT LIGHT 05 351.06 7 69.2 ROOTS IN JOINT LIGHT 08/04 380.65 8 71.7 ROOTS IN JOINT LIGHT 08 403.52 9 74.4 ROOTS IN JOINT LIGHT 09 431.92 10 78.6 PIPE DETERIORATED 474.34 flowline hole starting 11 103.3 PIPE DETERIORATED 572.73 flowline bad shape 12 104.9 ROOTS IN JOINT LIGHT 620.36 13 105.7 PIPE MATERIAL CHANGE TO PVC 723.51 conc pipe aggregated roots@ fernco connection Page 1 of 3 1E]JCUES Site Data for Project: 5317E CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site ID City Street Date Time 2 Renton 407 Grandy WY NE 05/29/2012 02:22:28 PM M.H. Start M.H. Stop M.H. Depth Starting Dist Final Dist 53171 W lti'W 5317197 10. 5 �0 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator Concrete 8" , ® Away-U asement IrRocky Comment Observation Data Obs ID Dist LD Code / Defect ClockPos Sevr Lv Ph1 ID Ph2 ID VcliplD VidlD TapeCnt Comment 14 106.6 CONNECTION FACTORY LEFT 10 752.25 k�c7�s _h ilr 15 108.0 ROOTS IN JOINT LIGHT 787.12 fernco to conc 16 108.1 PIPE MATERIAL CHANGE TO RCP 818.61 roots 17 112.1 ROOTS IN JOINT LIGHT 10 867.28 H2S evidence 18 118.0 ROOTS IN JOINT MEDIUM 910.08 19 124.4 hole top of pipe 11/12 962.19 Repaired?? H2S 20 150.1 CRACK LONGITUDINAL 1084.53 flowline 21 157.9 offset joint 03 1144.34 H2S 22 176.9 CRACK LONGITUDINAL 1236.44 flowline 23 182.0 hole in flowline 06/07 1289.34 24 187.4 hole top of pipe 12 1262524.jp 1370.94 Repair?? 25 188.9 PIPE DETERIORATED 1437.30 aggregate 26 190.2 CONNECTION FACTORY LEFT 09 /10 1513.18 deteriorated connection Page 2 of 3 PES CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data for Project: 5317E Site ID City Street Date Time 2 Renton 407 Grandy WY NE 11 05/29/2012 02,22:28 PM M.H. Start 5317196 iv M.H. Stop M.H. Depth Starting Dist Final Dist 5317197 1 10.5 0 0 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator Concr F 6- r 4 Away-U asement IF Comment Observation Data Obs ID Dist LD Code / Defect ClockPos Sevr Lv Ph1 ID Ph2 ID VclipID VidID TapeCnt Comment 27 198.2 PIPE MATERIAL CHANGE TO PVC 1572.35 28 216.9 PIPE MATERIAL CHANGE TO RCP 1618.32 29 234.3 cracks 07 1688.72 30 251.9 crack 12 1789.36 31 256.6 PIPE DETERIORATED 1856.54 flowline 32 259.9 PIPE DETERIORATED 1886.67 H2S 33 261.7 CONNECTION FACTORY LEFT 09 /10 1929.26 aggregated connection 34 275.6 CRACK LONGITUDINAL 12 2009.86 35 281.0 INSPECTION END UPSTREAM 2121.41 2-6" conc pipes in 48" Brick MH#197 channel wearing out Page 3 of 3 1E] CUES CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data for Project: 5317E Site ID City Street Date Time 3 Renton 407 Grandy WY NE 05/29/20 1 03:00:00 PM M.H. Start M.H. Stop M.H. Depth Starting Dist Final Dist 5317496- r : ; 5317185 v -p j- 10. 5 =8.0 119 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator Concr ® Away D JEasement Rocky Comment Observation Data Obs ID Dist LD Code / Defect ClockPos Sevr Lv Ph1 ID Ph2 ID VcIipID VidID TapeCnt Comment 1 8.0 INSPECTION BEGIN UPSTREAM 19.29 2 77.1 CONNECTION FACTORY RIGHT 03 156.83 3 119.0 INSPECTION END DOWNSTREAM 317.18 3-pipes in 48" brick MH#195 Page 1 of 1 PES CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data for Project: 5317E Site ID City Street Date Time 4 Renton 407 Grandy WY NE 05/29/2012 03:09:10 PM M.H. Start 531714F i`f M.H. Stop M.H. Depth Starting Dist Final Dist I - t)31f 5.9 1�0 51.4 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator Concrete f= f - 4 Away-D I asement IrRocky Comment Observation Data Obs ID Dist LD Code / Defect ClockPos Sevr Lv Ph1 ID Ph2 ID VcIipID VidID TapeCnt Comment 1 0 INSPECTION BEGIN UPSTREAM 383.23 2 40.3 CONNECTION FACTORY RIGHT 03 521.83 lac i NS i �4 i� 3 51.4 INSPECTION END DOWNSTREAM 599.98 3-pipes in 48" Brick MHN194 Page 1 of 1 WoTityof PUBLIC WORKS DEPARTMENT D M E M O R A N D U M DATE: February 25, 2013 TO: Kayren Kittrick, Plan Review Supervisor FROM: John Hobson, Wastewater Utility, x7279 SUBJECT: Temporary Noise Variance Request for Night Work Associated with the Sanitary Sewer Rehab 2012 Project The Wastewater Utility requests a temporary noise variance to allow the installation of cured -in -place pipe in two different neighborhoods. The project locations and nights are as follows: Location Date/Time of Work • 400, 500 and 600 Block of Kirkland Ave NE March 4 and 5, 2013; (adjacent to the Renton Technical College) 7 PM — 5 AM • Talbot Rd S; the south end of the project is March 7 and 8, 2013; approximately 350 feet south and the north end is 8 PM — 5 AM approximately 750 feet north of the intersection of Talbot Rd S and S 43rd St. The purpose of the project is to rehabilitate approximately 1,478 linear feet of 8" concrete sanitary sewer main in Kirkland Ave NE and approximately 1,097 linear feet of 8" concrete sanitary sewer main in Talbot Rd S. The items of Work to be performed are: • Set up and remove traffic control • Install cured -in -place pipe within existing sewer main lines The City of Renton's Wastewater Utility has determined that night work adjacent to the Renton Technical College will minimize the impact to the college since each liner installation (one each night) will interrupt sewer service to three buildings for approximately six hours. Night work on Talbot Rd S will minimize the impacts to traffic since this is a major route for commuters. h:\file sys\wwp - wastewater\wwp-27-3624 sanitary sewer rehabilitation 2012\construction\noise variance - sanitary sewer rehab 2012 project.doc Ms. Kayren Kittrick Page 2 of 2 February 25, 2013 Consequently, the Wastewater Utility requests two (2) days of noise variance for the Kirkland Ave NE work and two (2) days of noise variance for the Talbot Rd S work. The following measures are proposed to minimize impacts: • The City's Wastewater Utility will mail a letter to all residential neighbors adjacent to the work explaining the work to be performed, dates and times of work, impacts to sewer service and the City's project manager's phone number and email and the City Inspector's phone number. • If any complaints are received due to the construction noise, then the contractor will be instructed to add additional sound dampening measures prior to continuing the work. The following is a list of construction equipment expected to be onsite for the construction: • Pick-up truck • 1 ton crew truck with trailer • Refrigerated semi -truck during the install only • CCTV van • Jetter truck for pre CCTV video prior to lining and used during the post CCTV video • Boiler truck • Two air compressors • Portable generator. The loudest piece of equipment is the CCTV van which is rated at 69 dBA at 50 feet. The construction equipment will be approximately 70 feet from the nearest single-family residence. h:\file sys\wwp - wastewater\wwp-27-3624 sanitary sewer rehabilitation 2012\construction\noise variance - sanitary sewer rehab 2012 project. doc\J D Htp Table 2 fNleasured Equipment Noise Levels Central Trunk Rehabilitation Project - Sacramento, California r\verage 1-lourly Approximate Approximate Working Noise Noise Levels Distance to 63 dB Test !: Source(s) Distance to Source Level (dBA) (dB;\), L..,[/L;n 1_.,/L;o Hourly Noise Contour 23' from intake 82.2 dB 81 (IB tr 23' 1 Air Compressor: 74.5 c113 a 50' 185' Atlas Copco 850 23' fi•om radiator 79.6 dB (approx) exhaust Vacuum Truck: 100' from front 81.4 dB 79 dB a 100' 85 dB a, 50 feet 647' 100' from back 74.6 (1B " \ractor 2100 Series (approx) 50' from left side 57.0 dB 3 Boiler Truck 55 (113 a. 50' 19' 50' from right side 52.6 dB 50' fi-om back 52.4 dQ 50' fi-ont left side 68.8 dQ 50' from right side 69.6 dB - 69 d13 a 50' 97' =4 Video Truck 50' from back ` 61.6 dB 50' from front 70.8 dB 50' from radiator 65.1 c113 Water Pump: exhaust 5 Godwim Pumps CD G6 dB a 50' 69` 50' from rear 66.7 dQ 1502 50' from left 65.=4 dB Boiler Truck 50' from right side 60.3 dB 6 Natural Gas, Southern 60 (113 a, 50' 357 50' from rear 59.5 dB Ca. Boiler R 70k\\' diesel genset Air Compressor: 50' from right side 67.5 dB 7 Ingersoll Rand 67 dB a. 50' 36' 1-IP1600 50' from rear 66.4 c113 The 63 dB hourly Lc, noise contour represents the potential sleep disturbance impact zone. The CD225NI and I-IS300 referenced in this report Nverc not avziilable. Therefore, analysis in this report referenei I these units uses data obtained from the CD 150 unit. Based upon the project's bypass submittals. all units have equal sound levels at 30 feet. Source— i.e. Brennan & associates. Inc. 2009. j.c. br'enncm & associates. Inc c.nrrsnuc•tron worse r(eaucaon gran Cenn-al Dunk .Sewer Rehabilitation Project/ — Sacramento. California Pane 1 oj'20 ttuux sunbtetrentale.com IkOIR 00 Vlllt`RIF.00 125 DIESEL STANDARD, HIGH-PRESSURE 000SAI v Ck Suavar, STANDARD DIESEL (LUBRICATED AIR END) AIR COMPRESSORS are ideal for meeting emergency and supplemental air requirements at industrial plants and commercial facilities where critical air quality is not required. They are also well -suited for construction applications such as powering large portable drills and multiple smaller air tools. Feature efficient rotary screw compressor units coupled with continuous duty -rated diesel engines for sustained, dependable operation. • Quiet, dependable operation (less than 76 dBA at 7 meters) • Automatic safety shutdown protection • High-speed running gear allows towing at highway speeds • Auxiliary fuel tanks are available for extended operation without refueling (see page 32) • Both standard and high-pressure models are available Ingersoll-Rand HP75OWCU 750 CRA Standard Air Compressor, 150 Psi HIGH-PRESSURE AIR COMPRESSOR APPLICATIONS • Catalytic regeneration (gasoline and refined oils) • PET (bottle blowing —used with a booster) • Soot blowing (utilities with coal fired furnaces) • Nitrogen membrane separation • Drilling (down -the -hole for rock and oil drilling) Ingersoll-Rand HP130OWCU ® 1,300 CFM Standard Air Compressor, 150 Psi Ingersoll-Rand XHP1070 1,070 Um High-pressure Air Compressor, 350 Psi Ingersoll XP375 375 125 Ps; 80.150 Psi 123 _- 131 x 78'W x 68'H 4,418 tbs. 001 0010 Sufire•Palatek D375P 375 100 Psi 7C-125 Ps! 140 _ 12'L x 56'W x 60'H 3,395 lbs. 001 0030 Ingersoll HP375 375 150 Psi 80 175 psi 123 13'L x 78'W x 68'H 4,418 lbs. 001-0030 Sulliyan-Palatek D375PH 375 150 Psi 70-170 Psi 140 12L x 56'W x 80'H 3,395 lbs. 001.0050 -Ingersoll P600WIRI 600 100 Psi 80.125 Psi 170 73 gal. 8.5 GPH 9 hrs 151 x 78'W x 76'H 5133 lbs, 001.0050 Ingersoll HP750WCUI 750 150 Psi 80.150.Ps! 275 100 gal. 12.9 GPH 8 hrs 161 x 86'W x 89'H 7,590 lbs. 001-0060 ingersoll HP750YJJD 750 150 Psi 80.150 Psi 275 100 gal 1 t 4 GPH 9 _hrs-16'L x 86'Yd x 89'H 7,890 lbs. 001 0060 _Sullivan-Palaick D75OPH 750 150 Psi __ 70-150 Psi 275 100 gal. 12.7 GPH 8 hrs. 16'L x 80'W x 89'H 9.000 lbs.GO1-0090 _Ingersoll XP825WCU' 825 125 Psi 80-125 PSI 275 100 gal. 12.9 GPH 8 hrs, 16L x 86'W x 89'H 7,590 lbs. 001-0100 Ingersoll HP915NlCUI 900 150 Psi 80.150 Psi 300 _ 110 gal. 14.5 GPH 8 hrs. 18'L x 79'W x 93'H 10,250 lbs. 001.0110 Suliair 900HDTO 900 150 Psi 80.150 Psi 300 120 gal. 12.7 GPH 9 hrs. 161 x 87'W x 83'H 10,300 lbs. 001-0110 Sullivan-Palatek D90OPH 900 150 Ps, 70-150 Psi 305 100 gal. 14.0 rPH 7 hrs. 161 x 80'W x 89'H 9,000 ibs. 001-0110 Ingersoll XHP1070' 1,070 _ 350 Psi 15G375 Psi 475 230 oaf. 20.9 GPH i t hrs. 241 x 90'W x 100'H 15,950 tbs. 001-0130 Sullivan-Palatek Di 150PVH 1,100 350 Psi 200-350 Psi 540 200 gal, 25.0 GPH �20.9 8 hrs. 20'L x 90'W x 94'H 19,000 lbs. 001-0130 XHP117Cz 1 170 350 Psi 150 375 Psi 540 230 gal. GPH t t hrs. 24'L x 90'W x 100'H 16.700 Ibs. 001-0150 HP1300WCU' t,300 150 PSi _ 80 150 Psf 51p 230 gal. 18.2 GPH 12 hrs. 24'L x 90'W x 101'H 18,300 Ibs. 001-0170 LEiimvarybrunitswithotherengines. 1300HDTQ 1,300 150 PS! 80150 ?5! 440 190 gal 20.0 GPH 10 his 29L x 88'W x 92'H 15Ibs. 001-0170 1600DTQ t,o00 t00 Ps: 80.125 Ps: 44p 190 gal. 20.0 GPH 10 hrs. 20'L x 88'W x 92'H 16.260 Ibs. 001-0200 ek D1600PH 1,600 i50 PS, 70150 Psi 535 200 gal 24 0 GPH 8 hrs 20'L x a0'W x 9"'H 19 000 Ibs 001 0210 es and r n Umea are based on units wrtn T,er 2 ceruneg eng,nes—specs may vary ror units with other engines. ZFuel capacities and run times are based on units with Tier 3 certified engines —specs may vary for units with other engines. V i aj 39 3 1 SIM .1.7 ' \• \`� �� t,P +/1 t Shot 11 Shol 16 �� •• �' � f loft �t ,� r+ • � �� 'cart. N-I Shot 1 • /` ,�� , F + :. T', 1� Shot 3ho 3 3 A ! b Shn' Shot 6 E 7'S c `.ghct 88 t •.� - 1., VI. 1+ . i. '.! �vs ' Zr 1'FU• _r+ , EjhW.� �i Nt 'IleT1 rt''VBl � v 51 •.,_� i.. R, t ^.I h7c. _.�; - V M W� �11�� I': 1q •.� • Gov le earth 188 ft 222 ft 3 141 ft stHOuU A- cured-In-Olace Plp'e'for santtary tower M Approx a at Approx Run Laterals to Excesilve .I.OQft . .5331.056 . 10.00 ft 18" !Con-crite 235ft Adolf ,5131-055. 9-00"Ift -766 W Concrete 254 ft 1 ,9.00'ft 9.00 ft 1331-054 53ii.053 9" ft 116.00 ft 'r 8" Onkfite Concrete 288,ft 320 ft 1 :2 0 Pierce Ave NE 5309.814 6.00 ft $309.263 6.00 ft W, C0666te M ft 3 5309,-204 3 8.00 ft 5309-202 6.56 ft 8. Concrete 211ft NE 8th St I 12.00 It %5309 218 9.06ft V concrete ;166ft- NE 7th St 5309-219 :L1.00 t I S30-226 .10.56A Concrete 248 ft .Esmt. Red6cind/Plpellrie 53097125 5309-227 11-06 ft all Coniie*ie 267 ft 5 Esmt. Redmond/QueenM9-216 10.50 ft Klrlk[And-MiNE 5309401 0.00 ft 5309-400 11.00 ft .80 Kir-ldifid Ave' NE 5309-400 42.00 ft 510-199, 11.60-ft I" Kirkland Ave NE 5309499 11.60 ft 5309 '398 9.06A, 8" Kirkland Ave NE 5 . 309- , 398 9.00 ft 53 W 397 10.00 ft NE 3rd St S318.373 7.00 ft 5319-369 8.56ft r NE 3rd St 5318-153 7.00 ft 5318.451 8.50 ft V ShaittickAV6,S/1-405 5319471 11.60ft -5319-045 3.60 ft 10" Concrete 260 ft 0 Ferndale Circle NE 5109.04A 12.06 ft 5309-033 100 ft 201, Concrete 286A 2 Total 81, 4904 ft 44 2 Total 110" 546 ft *'The pipe segment an NE 3rd St between manholes 5318453 and 5318.151 has a protruding lateral that t will need to be removed pilbr to any TV InspeWon. rovided to Builders Exchange of WA, Inc. Forusage Agreement see www.bxWa.coM - Atways Vedfy Scale SCHEDULE A - Manhole Rehabilitation Appedx Street Menhbld Rdplat.e Cho'n-01 13100 Ave NE 5309-2013 6.00 ft Yes y6iT.. 116driiiiiid/Plpellne 5309-225 11.00 ft Yes Yes —Esmt. Esmt. Redmond/Queen. Kirkland 4' �j--NE -- Ave 5309-227 5309 02 11.06 ft 9.00!ft Yes Yes No No Kirkland Ave -NE 5 i 300-4 . 0 1 i .; 9.66 ft Yes No .KIrkIphd,Ave'N . E kirklaricl*&W 5300-460 5309=3 - 99 ndbft 11.00 ft Yes .'Y6s No No Esmt. Grancley Way NE Esmt. GrandeVW6Y NE 9.00 ft yet No s.50-ftYes Yes 4 total-Manh6les.he hab Total Channel Replacements Yet Y61 11 Irmifelm #I% AlliIA'arc Izvonhantm of WA Inn PAr sectahm r.nnAifi^nu Amrdr:v%xknf cpxiwAw h%um ov%m . Alvi2va Varifv.qr.AIA Schedule A - Ferndale Circle NE - 9 " k; 491117.-T - 1 Schedule A - Kirkland Ave NE arm '�,I,. a t � ,v , •. \ „�� 1. 1 Ci �✓'/ Y 1 F 1 �� 1 Schedule A - S 3rd St Schedule A -1-405 Crossing ` � /..fit `� ' � ♦.•.y' 4 � ~( ..-•'a.w,i.�.,�_... ,,1t ",+ �,• Iry �.*s.. �. _e -1 ��Yf •.♦1 .+� yak � a,' I Vi � i{i�+tik$ . 1�,'i'�F's�1{�. !�', �g 1` �`, ��• "t,T='..�+. FI 'r` � ,, � �� , .:�' ` ~< � 'y.aie�.e3l� ` � `•\ ^6a J:- .�� 'f� ,. 3 � Ytl � 'irSc..�.. . \��/9? � . -� _- •'Jl SCHEDULE B - Curdid-ln-Place-Pipe for Sforin Culveirts Up -stream Depth from C6 . tthbMin Road'dradeto Run 6t � PI1: 18" 58 ft — — T6t.61 1.2" 9.2 ft rovided to Builders Exchange of WA. Inc. .For usage Conditions Agreement see www.bxwA.com -Atways Verity Scale uoi}elillgeyaM :Panlno - 8 ainpayas CALL 8—WOUR 2 F6RE-YOU :CIC is O=Sf/0'ilMM LOMO3 CIS AFPWW L $iT OL: UTUlia iffil. NOTES: 1�. E%CAVATE 34:,K 'AND' RELAY, LAST TtYO` JOINTS TO :CONFORM TO SLOPE :OF 'EX. � 12" CONCRETE .PIPE. 'ENSURE PROPER. BEDDING AND COMPACTION N ACCORDANCE-Y;ITH ;S?ECiFICATIONS , _ - -',.�.�;.. ... ... :.r.: '�. � .. _ •: ,......: � ;'� �, :;:: ..:.. . ...:::.._. L, Insituform Technologies, LLC Contractor's Submittal Transmittal Form Date 12.21.12 Submittal No. 004A To: City of Renton Attn: Allen Quynn aguynnOrentonwa.gov 425-430-7247 From: Insituform Technologies Inc. 9654 Titan Court Littleton, CO 80125 Attention: Bernie Camacho Project Name: Sanitary Sewer & Lake Washington Blvd Pipe Rehab This is: Check one an original submittal XX a 2nd submittal Owner: City of Renton SUBMITTAL SUBJECT: MH Rehab Lining Raven Applicator Certification Application Procedure for Manholes References for Raven Application Raven - MH Binder for Over 10 Years Complete either (a) or (b), following: XX (a) We have verified that the materials or equipment contained in this submittal meets all the requirements specified or shown (no exceptions) (b) We have verified that the material or equipment contained in this submittal meets all the requirements specified or shown, except for the following deviations (List Deviations): Bernie Camacho, Field Engineer Contractor's Authorized Representative CM 306 (Revised 9/16/02) '� WITA: `! I ' j J, Molecular, Inc. of Castle Rock, WA is hereby awarded with this Certification denoting their firm as a: Raven Certified Applicator At the time of issuance, Molecular, Inc. possess the necessary training; equipment and trained personnel to properly apply Raven coatings. The Certification is awarded and maintained according to the Certified Applicator Agreement between Molecular, Inc. and Raven Lining Systems. ue P r Tripp lshm j r! TechrAcgl Director, Raven Lining Systems F> Date: July 23, 2012. Molecular, Inc. 247 Schutt Road, Castle Rock, WA 98611 Ph 360-274-4125 Fax 360-274-6736 OR CCB# 121211 - WA# MOLECI* 15NT Molecularinc 1 @msn.com Procedure for manholes Clean manhole with 5000psi @ 4.5gpm zero degree rotary nozzle to ensure a clean substrate Stop leaks where necessary Apply cementious grout where needed to properly apply coating Apply Raven 405 Epoxy Molecular, Inc. 247 Schutt Road, Castle Rock, WA 98611 Ph 360-274-4125 Fax 360-274-6736 OR CCB# 121211 - WA# MOLECI*I 5NT Molecularinc I @msn.com References for Raven Application, 1) City of Newburg, Russ Thomas, Annual Rehab Projects, 503-537-1233 2) Wallis Engineering, Dan, Chalatchie Prairie Railroad, 360-852-9162 3) City of Camas, John Adams, Joy Street, 360-518-4078 All manholes rehabbed were cement with varying degrees of H2S damage and ranging in size from 36" x 48" to 7' in diameter and from 3' to 20' deep. Raven 405 epoxy was applied by spray application. t-11SY 7i 1� n Precast Manhole Rehabilitation & Corrosion Protection Owner: City of Henderson, NV Location: Railroad Pass Lateral Date: November, 1998 Crew Supervisor: Steve Wierzchowski Raven Lining Systems Structure: 9' deep, 4' diameter manhole with precast walls. 6" lateral. Bench completely deteriorated. Corrosion: Severe due to H,S, loss of 2'/z-3". Rehabilitation and Protection: Water cleaning at 5000 psi, 5 gpm was used to prepare a clean sound substrate to receive the coating. 3" of severely corroded concrete was removed. Light patching of walls was performed along with complete rebuild of bench with contour to create flow into invert. Grade ring was sealed. Raven 405 was applied at 200 mils providing structural enhancement and corrosion protection. 80Q com 32 2$1Q vvv r°ravei�tir ing` Sanitary Sewer Manhole Rehabilitation and Protection Owner: City of Orlando Date: September 1998 Location: Wilshire & Metro West Blvd. Crew Supervisor: Steve Wierzchowski Raven Lining Systems Structure: 9' deep, 4' diameter manhole with precast walls and a brick corbel. 24" and 10" incoming lines and a plugged/capped 10" dead line. Manhole to be rehabbed and lined to flow line in invert --- flows unable to be diverted or -plugged. Existing Coatings: Obvious 100% failure of coal tar coating with cementitious base coat. It appeared as though original walls were coated with a factory coal tar coating, which had also failed through the concrete and to the rebar over approximately 15 % of the walls. Corrosion: Severe due to H2S, loss of 2 - 21/2. AquataPoxy SRS 100% solids epoxy system: 15 mils A-6 + 125-150 mils HB-1 + 15 mils A-6. Total systems average 160 mils. :�� `Phoenix -Manhole Rehabilitation' and"*..*,-, �4 Corrosion Protection Owner: City `ot�P.hoemx; NV Location: 35th Avenue -and Vogel Date: November, 1998 - Contact: Ray Ryan, City of Phoenix Structure: 11' deep, 4' diameter manhole with precast and brick walls. Bench completely deteriorated. Corrosion: Severe Rehabilitation and Protection: The manhole was cleaned using high pressure water cleaning at 5,000 psi, 4 gpm to remove failed portland cement and prepare brick surfaces to a clean sound substrate: 2" - 3" of severely corroded concrete was removed. After Mr. Ryan's inspection, the rough aggregate was lined with 125 mils of Raven 405 in order to evaluate the effectiveness of the coating to protect the structure. Upon completion of coating, the structure was holiday tested. Approximately one year later Bob Webb and Karl Anderson were present for a follow-up inspection. No problems were identified with the product or process at that time. ` �; '�r�' .. ice`''•. { $1;"f ,�i��?,5��.'' t'rt % 7 Y '4��l. 1, pLi � •4 �S ,� .�- *+- i !Y www.ravenliningxom 800-324-2810 • Email: contact@ravenlining.com a CC3HE9rafVT company © 2006 Raven Lining Systems �r Brick Manhole - 'Structural Enhancement and 'Corrosion Protection `' Owner: City of Charleston Location: 11th and Grove Street Date: August, 1998 Brick manhole 15' deep, 4' diameter, with 30" CIPP rehabbed line and 10" dead line. Pipe joint leaking, bench severely eroded with voids. Rehabilitate and coat to low flow... unable to divert or plug lines. Hydraulic cement was used to fill large voids where mortar missing 1 /2" and greater. The bench was rebuilt, voids filled and chemical grouts were injected up to 2' into the annular spaces surrounding the CIPP line where infiltration was visible. Raven 405 was applied at minimum of 125 mils providing structural enhancement and corrosion protection. ,AAwxavenlining.com 800-324-2810 • Email: contact@ravenlining.com a COMESfaN-rcompany © 2006 Raven Lining Systems _ A Raven Certified Applicator, robotically videoed, water `'\MS Corros`ionf Chicago Manhole blasted, then used spincast equipment to apply a 1.5" thick Rehabilitation high.early strength, fiber -reinforced mortar. This first layer was allowed to set eight hours before a second 1.5" layer was �L_ --" spincasted. After the second mortar layer was applied, the The Metropolitan: Water -Reclamation District of Chicago first man entered the hole and trowel .finished the mortar, authorities described `the- 30'. deep -brick manhole as "the performed structural patchwork and stopped leaks.16 hours worst manhole in Chicago", —and ' that. all' other -manhole later the,manhole was sprayed with 125 mils of Raven 405 to rehabilitation products had refuseto attempt -to -fix. -_The- prevent future corrosion and provide additional structural manhole provided access to a 15' diameter trunk line. The enhancement. manhole had lost all three layers of brick in some areas and much mortar and bricks throughout due to bacteriological hydrogen sulfide attack, leaving the manhole possibly unsound. wwkwxavenliningxom 800-324-2810 • Email: contact@ravenlining.com a COHESaN-rcompany © 2006 Raven Lining Systems Case History 563 `>Pul arid:Pa er 1Vlill Corrosive - 100%o failure .(corrosion_ induced softening, sloughing -off p p and deb6iding) in all 20 structures, due to acid attack. IYIGIuStYZal Wastewater _ Because of 'its -superior chemical and abrasion resistance, Raven 405Ultra High Build Epoxy was chosen to -be applied to all structures previously coated with calcium aluminate Extremely corrosive and ;high temperature industrial cemetitious product. High pressure water blasting was wastewater from `a"large,. p rlp--and_paper manufacturing utilized to remove the failed cementitious product. A new plant was aggressively corroding.the _plants=concrete based .layer of cementitious coating was applied to fill up to 2" collection system. Concrete collection boxes and manholes" __ voids in the structure and 24 hours later a 100 mil coat of in the system, previously rehabilitated with sulfide Raven 405 was applied in a single application. This base resistant calcium aluminate cemetitious shotcretes, had coat was topcoated the following day with another 50 mils quickly failed in the harsh environment. Over 25 million of Raven 405 to further ensure against corrosion intrusion. gallons of pulp plant wastewater with an average The system was returned to service 24 hours later. temperature of 120'F and high concentrations of hydrogen sulfide gas flows through the system daily These Raven 405 c ated str ct r have ben 'n Accelerated deterioration indicated a need for overall system rehabilitation, or the entire system could experience complete structural failure from the aggressive corrosion. The initial rehabilitation was completed in 1992 by CIPP sock lining the corroded 48" lines and spray applying a 1" sulfide -resistant cementitious product to the manholes and collection boxes. However, by early 1993, the calcium aluminate based cementitious coating had experienced o u u es e r service since early 1993 and are exhibiting no signs of corrosion or accelerated wear. To date the Owner is pleased with the excellent chemical resistance and overall high performance of Raven 405 in the corroded vessels where all previous repair systems failed, and continues to specify Raven products. www.ravenlining.com 800-324-2810 • Email: contact@ravenlining.com a COHr=MMN-r company © 2006 Raven Lining Systems (9)9654 Ir tuf+orm Worldtiride Pipeline Titan Ct. Littleton, CO 80125 Bernie Camacho Field Engineer TeclznOlO Inc.Rehabilitation Tel:303.791.7199 Cell:303.501.3034 Z�S i,rir.insinfortn.cot Fax:303.791.7399 bcanracho@insittfornr.com City of Renton & Lake Washington Blvd Sewer Rehab 2012 Insituform Technologies Field Engineer: Bernie Camacho Cell: 303-501-3034 Email: bcamacho@insituform.com C'- P -( Field Engineer: Cottr"y George Cell: 707-330-3647 Email: cgeorge@insituform.com Superintendent: Earl Smith Cell: 503-320-2370 Email: ewsmith@insituform.com Green Earthworks: Remove/Replace MH Channels & Culvert #2 Reconst. Superintendent: Sean Hart Cell: 253-225-1106 Email: seanhart@greenearthworks.com C'MORE Pipe Services: Clean/CCTV & Leak Repairs PM: Mike McCoy Cell: 503-871-6503 Email: mike@cmorepipe.com Molecular Inc.: MH Rehab Superintendent: Courtney Rawson Cell: 360-749-5960 Email. molecularincl@msn.com Traffic Control Services: Traffic Control for CCTV / CIPP / MH Rehab PM: Jera Martin Cell: 425-746-1060 Email: jera@trafficcontrolservices.com 202160 - 2012 Renton Sewer Rehab tnsta Day/ Depth Thickness Plan Plan Segment Plan Field MH A MH B Depth B Street Diam. Length Method Nlght A (mm) Services Notes - (in) (ft) 1 1 150 1-street AISC Day 5309-033 5309-043 13 12 Ferndale Circle NE 6 10 286 2 2 2 151 1-street ILS Day 5309-814 5309-203 6 6 Pierce Ave NE 4.5 8 158 3 3 3 151 1-street ILS Day 5309-202 5309-204 6.5 8 NE 8th St 4.5 8 211 3 4 4 151 1-street ILS Day 5309-219 5309-218 12 9 NE 7th St 4.5 8 166 1 5 5 151 2-Esmt ILS Day 5309-225 5309-226 11 10.5 Redmond/Pipeline 4.5 8 248 1 6 5 151 2-Esmt ILS Day 5309-226 5309-227 10.5 11 Redmond/Queen 4.5 8 287 5 7 6 152 1-street ILS ? 5309-402 5309-401 9 9 Kirkland Ave NE 4.5 8 365 6 8 6 152 1-street ILS ? 5309-401 5309-400 9 11 Kirkland Ave NE 4.5 8 355 3 9 7 152 1-street ILS ? 5309-400 5309-399 11 11 Kirkland Ave NE 4.5 8 348 6 j 10 7 152 1-stre_et ILS ? 5309-399 5309-398 11 9 Kirkland Ave NE 4.5 8 188 1 11 7 152 1-street ILS ? 5309-398 5309-397 9 10 Kirkland Ave NE 4.5 8 222 3 12 8 153 2-Esmt ILS Day 5317-197 5317-195 8.5 10.5 Grandley Way NE 4.5 8 281 3 13 $ 153 2-Esmt ILS Day 5317-195 5317-1 10.5 4.5 Grandley Way NE 4.5 8 118 1 14 8 153 2-Esmt ILS Day 5317-1 5308-017 4.5 4 Grandley Way NE 4.5 8 50 1 15 9 153 2-Esmt ILS Day 5317-197 5317-804 8.5 4 Grandley Way NE 4.5 8 349 4 16 10 154 1-street ILS ? 5318-373 5318-369 7 8.5 NE 3rd St 4.5 8 141 0 17 11 154 1-street ILS ? 5318-153 5318-151 7 5.5 NE 3rd St 4.5 8 320 1 18 12 155 2-Esmt AISC Day 5319-071 5319-045 11 3.6 Shattuck Ave/1-405 4.5 10 260 0 19 13 156 1-street ILS Night 5331-057 5331-056 11 10 Talbot lid S 4.5 8 235 0 20 13 156 1-street ILS Night 5331-056 5331-055 10 9 Talbot Rd S 4.5 8 254 1 21 14 156 1-street ILS Night 5331-055 5331-054 9 9 Talbot Rd S 4.5 8 288 1 22 14 156 1-street ILS Night 5331-054 5331-053 9 10 Talbot Rd S 4.5 8 320 0 23 15 159 2-Esmt AISC Day Catchbasin Culvert Outfall 8.3 14 Lake Washington 9 18 58 0 24 16 159 2-Esmt AISC Day Catchbasin Culvert Outfall 6 12.2 Lake Washington 6 12 52 0 25 17 159 2-Esmt AISC Day Catchbasin Culvert Outfall 2.8 4.3 Lake Washington 6 12 40 0 5600 MH Rehab MH Rehab & Channel Snu, •1.7 i -.+%i` Snot t ,Snot .� i2 "Ti or y. - ry, ��• d�•y .,r `'hot �' y _ a; IC _ hot 6 � r .� `Shot 8 & 3 r ✓ k. �Shht t n& 10 01 •I , .. .�. • .. aye .�� +�,� 4 •i� '� � -_ _ -\ • r ' ��II � F '�A. , C • � .ice +- 04 -:�r., •� � x��i •'' R�►lip A L ., C�UUSlc earth � ti SCHEDUU A= Cured4n-Place Pipe far Sanitary Sower Downstrm Approx S: 5331057 11:00 ft 5331-056 S 5331-056 10.001i ;5331=055 ft Approx H of Run laterals to Excessive .e Size PlpeType Length Reinstate leaks 8" Concrete 23Sft 0 8" Concrete 254ft 1 8" Concrete 288;ft 1 _ :2 8" Concrete 320 ftft 0 Pierce Ave NE 5309-814 6.00 ft 5309.203 6.00 ft 8" Concrete 158 ft 3 , J _ 5309-204 3 6.00ft . -5309-202 6.50It :8" Concrete 211ft NE8th5t 12.00 It 5309-218 9.00 ft 8" Concrete lt6 ft• 1 NE 7th St 5309-219 _ S309-226 10.56 It V Concrete 148 It 1 Esmt. Redmond/Plpetine 5309-225 11AO ft 5309-227 11.60 ft 8" Concrete 287 ft 5 EsmC Redmond/Queen 5309-226 10.56 ft 5309401 9.00 ft 5309=400 11.00 ft . S" Concrete 3 5309-400 11.00 4 , , 5309-399 1100 ft : 8" Concrete 34 $ ft 6 5369.399 _ 1£OD.ft 53097398 906ft B" Concrete -160ft .1 5309.398 9.00 ft 53109.397 -10.00 ft 8" Concrete 222`ft 3 _ 5318-373 7.00 It S31&369 8.50 ft 8" Concrete 141 ft 0 4918-153 7.00 ft 5318=151 8.50 ft 8l Concrete 320 It 1 Shattuck Ave$ /1- 05 5319-011 '11.00 ft 5319-045 33.60 ft _ 10" Concrete y360'ft 0 w_.._.._ Ferndale Clyde NE Concrete 286 ? 5309.043 12.00 ft 5309-033 100 ft loll - W Tdtal fill 4904A 44 2 Total 10" $46 ft 2 *'The pipe segment on NE 3rd St between manholes 53.18-153 and 5318.351-has a protruding lateral that.wfll need to be removed prior to any TV Inspection. rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify,. Scale SCHEDULE A - Manhole Rehabliftation Rdolate Apotdx Rehab Channel Street Manhole Depth Yes/No Yes/No Pierce 'Ave NE 5309-203 6.00ft Yes Yei' " - 5309-225 .11.00 ft Yes Yes Redmond/Pipeline —Esmt. Esmt. Redmond/Queen. 5309-227 11.00 ft -Yes No 5309402 - 9.00 ft 'Yes No Kirkland Ave -NE Kirkland nd AVe:N E 5369-A01* 'g.od ft Y16S No Kirkland .Ave NE 53 Esmt. GrandeV Way NE 53 Esmt. Grpndey Way NE' 53 Esnit. Grandee Way NE 53 !total; M.a n.fidlelt ftefi.ab Total Channel Repl�aceihdnts Yes No Yes -yet Yes US .11 5 Schedule A - Ferndale Circle NE 'Z .9 I - __ - i • j i Y ! 7 N ' 1 ,. i.•.� � • 4.�'' �!'•-"+f :.:f � r, .,yf "'�� e,. 1 , �, r . j� �7 Aa. i. ': , 7�a a 1'�� i4. /, ,,7,/'1, '��P 4 �Z• i �w.'-. _ice u ArL LF � fit-•... r_� • _ '- , � =.; �r� �� ,� C3�,'�'�#"�`-��_ 7 A ' __ _ � a. ' — • ,k� , r 1. •r �► � Hire+''��y •y, ! �a� yee'� J t.yj `'!!• il,. g : 1 i •1+ _.� IY Aft ,I a' �,� �.-� � - —y - .� Wit^•; �' I� :'`v't'K � N _ s.. �!"'!w��-' fit y� - tlr3•- � '. -,�a► �� 1,. „� '' Ida ve ' � • t] � , f-a ' �li' � • :no K,i � -.i. I/..2'�., Ili �� Schedule A - Kirkland Ave NE ,'' �`• :-� } :::�'S".. ,..:�L• is �% •�,1 +'''�'�j\ \��;,� •`� 1�• = 1• l \ • 1 • 1 1 1 Schedule A - S 3rd St alexS AruA tAeiely - wo3 vmq �m sat luawaajby suaVpuoD *Besn b j 'mil VM p s6ue45x3 sjappn8 01 PaP WId tm C 0 LM t.) In 0 I R Schedule A - Talbot Rd S SCHEDULE B - Cured-ln-Place-Pipe for Storm Culverts Upstream Depth from Cachb8in Road Grade.to Run, Street Pipe Run # Depth Culvertbutfall Pipe Size Host Pipe Type Length Lake Washington`Bivc N 1 -8.30 ft 14.06ft 18" "Concrete%CPEP 58 ft Lake Washington 81vcN I 6.061t .12.1d ft 12" 'Concrete . 52 ft Lake Washington Blyc N 18 IS-0 ft 4.3011: IV, Concrete%PVC 40 ft, Total 181, 58`ft Total 12" 92 ft rovided to Builders Exchange of WA, Inc.,For One Conditions Agreement see www.bxwa.com - Always Verity Scale Schedule B - Culvert Rehabilitation CALL 48 HOURS':BEFORE YOU OIC 1= -4e00r5555 cmlftc a a RQPOIq" MR.uo= A"'uw= NOTES 1� EXCAVATE-3ACK'AND RELAY,LAST.TLVO, JOINTS TO;: CONFORM TO SLOPE ,OF 'EX'. 127, CO lCRETE PIPE:.. ENSURE PROPER BEDDINGIAND COMPACTION'tN ACCORDANCE WITH .SPECIFICATIONS. Q REGPADE..EMBANKMENT ABOVE PIPE AS. SH&AN Q 52' OF CURED IN PLACE PIPE. O CONTRACTOR' SHALL RESTORE ALL DISTURBED 'AREAS, TO. CONDITIONS _ IMMEDIATELY PRIOR TO CONSTRUCTION. Q.CONTRACTOR TO Vr-RFY LOCATICN OF EXISTING UTILITIES' PRIOR. TO: EXCAVATION -'AND SHALL PROTECT UTILITIES DURING ;CONSTRUCTiON. SUPPORT:OF POLE TO' BE.PROVIDED BY UTILITY CO.. f ! t r � r ty y 'r•� 1y '" t_ Cb - rr� .- ` r• •r - . N:' 1 ( 4 L � 'HOT TO$CALE Y HC ..... .. _. .... 45 . .. .... ........ .. _ ... ..... .. :., .. .. •. ' CHECKED: FOR' CONVU►NCF. TOE �ND�RD9 � .- .. acawnem I :. '. ._ .. _ _ RENTON MNORRECONSTRUCTION'OF i _ r , w w n.w a ea,w�.,, ;e ,, ai> CULVERT N0.2 OUTLET Insituform Technologies, Inc. Client: Renton, WA Iroject: 2012 SS Rehab and Lake Washington Blvd gnlycells in this color. - - r-_require ehtry. , . Flexural Modulus: i 400,00011;psi Flexural Strength: i;;_4;5001psi Flexural Modulus Retention to Account for Long-term Effects: 50 i Safety factor_ 2 K - enhancement factor = I 7I v - Poisson's Ratio (0.3 typical for Insituform CIPP) Soil Density -140iIbs/ft FIELD INPUT 10/23/12 ! m Hide Coments show Comments -- Manhole Diameter Existing Pipe Condition PD or FD Ovality % Length It Depth invert It Groundwatei invert It Soil Modulus psi Live Load Minimum Design Thickness mm DR Live Loa PSI Bid Thickness Street or HWY RR Upsteam Downstream 5309-33 5309-043 -.10' ,. .' FCC-, ;2 `.: 286 13 <. `'13.00 1500:. '. 16000 - `. 0 'y 4.4 56.3 1.0 6.0 ".,'.• 5309-814 5309-203 8- . FD: , __,2 158 6 ,. 6.00 } - 1500 ' 16606 - 0; - : 2.9 71.0 2.7 4.5..; 5309-202 5309-204 8 41D ." 2 211 ,.8 8.00 1500•' 16000` 0'•'`-; 3.0 68.6 2.0 46" 5309-219 5309-218 8 . 'FD 2,, ' 166 -: 12 .. .12.60 . - ,1500. >16bo0. 6. -`. 3.4 59.1 1.3 . ••4:5 5309-225 5309-226 8 FD '2 ; 248 1.1. 11.00 1500 . 16600 0 ; : 3.3 61.0 1.5 4.5: ••;. 5309-226 5309-227 8 ,FD. - 2 287 f l' 'l 1.00_ 1500 16000I :. 0 • i,', 3.3 61.0 1.5 4.5 5309-402 5309-401 '' 8 FD : 2 365 9. 9.60.. 1500 16000: 0;_ 3.1 65.8 1.8 4.5:. 5309-401 5309-400 8 FD , 2 355 11 11.00 1500 16060: ` 0`' 3.3 61.0 1.5 4.5 5309-400 5309-399 8 FD 2 348 11 11.00 1506, 16000 0, 3.3 61.0 1.5 4.5 5309-399 5309-398 8 FD 2 . 188 ,:11 11.00..' 1500 - 18000; 0, 3.3 61.0 1.5 .4.5 5309-398 5309-397 8 FD 2 .-., 222 10 10.00 ,. �1500 . '.16000 0 3.2 63.4 1.6 4.5 5317-0197 5317-195 8 FD 2 281 10.5 16.50' .1500': 16000 0' 3.3 62.3 1.5 4.5- 5317-195 5317-194 8 - FD.. 2`;j; 118 10:5 ,10.50 1500 16000 0 U' 3.3 62.3 1.5 4.5 ,. 5317-194 5308-017 8 , . FD -2 `, 50 4.5; ' .';'.4.50' 1500' < 16000 0 -` , 2.9 71.0 3.6 4.5 5317-197 5317-804 ;8;; ., FD • : 2 =' 349 8.5. . '' -8.50 ,1500 16000. W-_ ` 3.0 67.1 1.9 4.5 ., 5318-373 5318-369 = 8 • z F,D_:• 2 - 141 85 . :"` 8.50 1500 16000' :_ :0`' 3.0 67.1 1.9 4.5 c 5318-153 5318-151 8 FD _ 2' -' 320 7 7.00 1500., , 16000; _;, . 0.. 2.9 71.0 3.0 •4.5 s' 5319-071 5319-045 10 FD" 2. 260 J.,r,11. 11.00 1500 =16000' 0. 4.1 62.4 4.3 4:5 5331-057 5331-056 8 FD 2',-,.' 235 11 11.00' 1500- ,16000 0,,; _ 3.3 61.0 3.5 "4:5 5331-056 5331-055 8:, FD 2 254 10;, ' 10.00 1500' ` !16000 0 , 3.2 63.4 3.4 4.5 ; 5331-055 5331-054 8 FD, 2 _xj 288 9 - 9.00 "1500;= +16000. _ 0'y 3.1 65.6 3.2 4.5. 5331-054 5331-053 8. FD` 2 '- 320 10 10.00 1500. 16000, 0` 3.2 63.4 3.4 4.5 -' Catchbasin CulvertOutfall 18 _ ',FD- 21. 58 14 14.00, 1500 ' 16000' ` 0__ 1 7.8 58.8 8.2 9.0 Catchbasin Culvert Outfall 12 .• :: FD; ._ 2 52 12:2, . 12.20 , 1500. 16000 __ " 0 = 5.0 60.8 5.3 6.0 Catchbasin Culvert Outfall 12 FD :' 2_, ' 40 4.3 4:30 1500 . 1600Q c' ;0'.. 4.3 71.0 4.5 6.0 ',:_` Insituform Technologies; LLC Contractor's Submittal Transmittal Form Date 11.05.12 Submittal No. 004 To: City of Renton Attn: John Hobson 425-430-7279 jhobson@rentonwa.gov From: Insituform Technologies Inc. 9654 Titan Court Littleton, CO 80125 Attention: Bernie Camacho Project Name: Sanitary Sewer & Lake Washington Blvd Pipe Rehab This is: Check one XX an original submittal a end submittal Owner: City of Renton SUBMITTAL SUBJECT: MH Rehab Lining Raven 405 Data Sheet Raven 405 MSDS Sheet Third Party Testing Complete either (a) or (b), following: XX (a) We have verified that the materials or equipment contained in this submittal meets all the requirements specified or shown (no exceptions) (b) We have verified that the material or equipment contained in this submittal meets all the requirements specified or shown, except for the following deviations (List Deviations): Bernie Camacho, Field Engineer Contractor's Authorized Representative CM 306 (Revised 9/16/02) DESCRIPTION Raven® 405 is a solvent -free 100% solids, ultra high'build ` epoxy coating formulated with exceptionally high physical strengths and broad range chemical resistance. 405 -exhibits superior bond to -concrete, steel, masonry; fiberglass and other surfaces. Designed for operating temperatures/'up to 200°F, 405 s unique ultra high -build ability allows it to be spray applied'on vertical and overhead surfaces: The surface tolerance and high 'physical strengths of 405 allow it to be designed as a structural lining "in manholes, pipelines, tanks and other deteriorated structures. TYPICAL USES Surfaces where rehabilitation,of an existing structure requires enhancement of the structural.,integrity and where exposure to concentrated acids and „caustics may be expected, including: i • Tunnels and pipelines..," Clarifiers • Digesters Tanks • Secondary containment -•-Manhole`s= • Wastewater facilities • Floors and walls COLOR The Part A Resin is white; the Part B Curing Agent-is-b, luee; When mixed the product is light blue. Limited special colors are available on request. SOLIDS BY VOLUME 100% solids by volume Volatile Organic Compounds: 0.0 pounds per gallon FILM THICKNESS Raven 405 is a 100% solids epoxy with zero shrinkage. Wet film thickness and dry film thickness are the same (i.e. 5 mils WFT = 5 mils DFT). Depending , on substrate type and profile, a maximum of 200 mils per coat is recommended to prevent sagging. Recommended thickness will vary from 40 - 250 mils+ based on service conditions. COVERAGE Theoretical coverage is 40 square feet per gallon at 40 mils wet film thickness. Actual surface coverage will depend on substrate porosity and roughness. Good painting practices suggest application of two coats for quality assurance. A wet film thickness gauge may be used to determine actual coating coverage. APPLICATION Apply with brush, roller, airless or air -assisted spray or other suitable method. Optimal proportioning and mixing is achieved with the use of an RLS approved plural component airless spray system .•For best results; apply this product to concrete when its t mperature is stab) or falling. i THINNING Do not thin with solvents:.-1f lower viscosity is needed, heat unmixed material by placing the containers in hot tap water until the desired flow properties are obtained. To heat larger quantities, drum heaters or inline-heaterslon specialized spray equipment may be used. Unin►xed matjerial should not be heated above 150°F. COMPONENTS AND MIX RATIO Part A ResinTart B Curinggent miz ratio is 3:1 by volume. HAND MIXING Individually mix both Part:A�and.;Part B containers prior to measuring out 3 parts of Parf"A tojl part of Part B by volume into a clean disposable pail,Conipletely mix combined A & B for a minimum of'one minute before transferring contents to a clean pail fCont►nuemixing at least another minute, scraping the,,- ides and. -bottom, to obtain a thorough mix before application: Pr perly mixed material will be a uniform color without light r dark spots. CLEAN UP To clean tools, use acetone, MEK or xylene. To clean skin, wash immediately and thoroughly with soap and water. Refer to the Material Safety Data Sheet for additional information on health and safety. POT LIFE The pot life is 20 minutes for one gallon at 72°F. The working life varies depending on the amount and temperature of epoxy mixed and the ambient temperature. CURE TIME Thin film set time varies with substrate temperature and application thickness. Generally, the coating will be tack -free in 3 %2 hours at 72°F and dry -hard in about 5 hours. RECOAT TIME This product may be recoated as soon as it becomes tacky but does not transfer to the finger. When applying multiple coats, do not allow more than 18 hours at 72°F substrate temperature to pass between coats, higher temperatures will shorten this window. Before recoating; inspect, clean and dry surface thoroughly to remove all contamination, including amine blush or condensation. If the recoat time is missed, clean and abrade surfaces prior to recoating. �en_405 SUBSTRATE TEMPERATURE , ,,.s CONCRETE�AND MASONRY surfaces must be sound Minimum recommended substrate temperature-:.'40°F =`'r and contaminant=fre�w�th a. surface profile equivalent to a Maximum recommended substrate temperature: 120°F CSP2 to CSP5 to accord ance•with ICRI Technical Guideline No` -03732. This can generally be achieved by abrasive TEMPERATURE RESISTANCE blasting, ,shot`blasting, htg\pressure water cleaning, water Maximum recommended ,dry' temperature _ 200°F. Wet Jetting, or a combination of methods. Concrete exhibiting a temperature resistance depends' on: chemical' coneenfration - moisture vapor emission rate greater than 3 lbs/1,000 ft`/24 and exposure time.: . hours, when tested\%according t0XSTN1 F 1869, shall be 'primed with Raven 155 recommended by RLS Solutions. SURFACE PREPARATION Prior to coating, the substrate must be prepared_-m a;manner AVAILABLE PACKAGES that provides a uniform, clean, sound, , neutralized surface Available in 5 gallon pails (20 gallon suitable for the specified coating. The substrate ust be free (120 gallon kit) and 55 gallon drums of all contaminants, such as oil,_ -grease, just, scale or are supplied in the correct proportions deposits. In general, coating: performance ,ts proportional to components must be mixed'together be` the degree of surface preparation available through Raven Certified Appl STEEL surfacesmayrequire "Solvent' Cleaning" (SSPC-SP SHELF LIFE AND STORAGE: 1) to remove oil, grease and, other soluble contaminants. Product shelf life is 1 ye -from put 30 gallon drums 0 gallon kit). Kits A & B; these two use. Raven 405 is I ale date in sealed, Chemical contaminants may be removed according to SSPC- unmixed containers, stored iri;a shelte'red area between 607 SP 12/NACE No. 5. Identtficatioir of the contaminants along and 80°F (15°C and 27°C-1 with their concentrations may :be obtained from laboratory � f and field tests as described �in.,SSPC-TU 44"Field-Methods SAFETY for Retrieval and Analysis of SoCuble Salts on Substrates". Consult the Material' Safety Data Sheet for this product Surfaces to be coated should, then be'prepared according to concerning health and.'safety information before using. SSPC-SP 5/NACE No.l "White `'Blast ""Cleaning" for Strictly follow all notices on the Material Safety Data Sheet immersion service or SSPC-SP 10/NACE No. 2 "Near White and container'label..If you do not fully understand the notices Blast Cleaning" for all other service. In certain situations, an and procedures provided on the MSDS or if you cannot alternate procedure may be to use high (>5,000 psi) or strictly comply`'with them, do not use this product. Actual ultrahigh (>10,000 psi) pressure water cleaning or Ovate safetym ae sures are dependent on application methods and cleaning with sand injection and an approved rust inhibitor. work environment. Contact RLS to obtain a copy of the The resulting anchor profile shall be 2.5-5.0 mils and be Material Safety Data Sheet at 800-324-2810. relative to the coating thickness specified. PERFORMANCE TESTING DESCRIPTION METHOD RESULT Tensile Strength ASTM D 638 7,600 psi Tensile Ultimate Elongation ASTM D 638 1.5% Compressive Strength ASTM D 695 18,000 psi Flexural Strength ASTM D 790 13,000 psi Hardness, Shore D ASTM D 2240 88 Taber Abrasion, CS-17 wheel ASTM D 4060, 1 kg load/1,000 cycles <112 mg loss Adhesion, Concrete ASTM D 4541 Substrate Failure Warranty and Disclaimer: RLS Solutions Inc. warrants its products to be free of manufacturing defects and that they will meet RLS Solutions Inc. current published physical properties when applied in accordance with RLS Solutions Inc. directions and tested in accordance with ASTM and RLS Solutions Inc. standards. If, within one year from purchase, any product does not meet the physical properties or is defective in manufacture, RLS Solutions Inc., at its sole option, will either replace the defective product or refund the purchase price. This warranty is void if the product is used contrary to RLS Solutions Inc. written directions. THE AFORESAID IS THE EXCLUSIVE WARRANTY AND IS IN LIEU OF ALL OTHER WARRANTIES, EXPRESS OR IMPLIED. THERE IS NO WARRANTY OF MERCHANTABILITY OR FITNESS FOR ANY PARTICULAR PURPOSE. UNDER NO CIRCUMSTANCES SHALL RLS SOLUTIONS INC. BE LIABLE FOR INCIDENTAL OR CONSEQUENTIAL DAMAGES OR FOR LOST PROFITS. NO ACTION AGAINST RLS SOLUTIONS INC. MAY BE COMMENCED MORE THAN ONE YEAR AFTER THE CLAIM ARISES. wwwAssohaions.com 800-324-2810 • Email: contact4itrlssolutions.com March 2009 a COHEsfaNT company ©2009 RLS Solutions Inc. MATERIAL SAFETY DATA SHEET Trade Name: Raven 405 - Part A SECTION I: COMPANY INFORMATION Company: RLS Emergency Telephone #: 800-424-9300 13105 East 61" Street South, Suite A Chemtrec Broken Arrow, OK 74012 Revision Date: 10/10/07 Information Telephone #: 918-615-0020 800-324-2810 SECTION II: INGREDIENT INFORMATION INGREDIENT CAS NUMBER PERCENT PEL TLV Epoxy Resin 25085-99-8 > 70% N/E N/E Silica, Amorphous, Fumed, Crystalline -free 67762-90-7 0 - 5% '6 mg/m' "3 mg/m' N/E indicates "not established" SARA Title III, Section 313 ingredients: None All ingredients are TSCA inventory listed. `Note: The PEL and TLV for this ingredient are the TWA for respirable dust levels only. In this product, it is pre -dispersed and not available as a dust. Therefore, under normal use conditions it is not considered a hazard. SECTION III: PHYSICAL DATA Boiling Point: > 200 deg F Specific Gravity: 1.4 Vapor Pressure: Not determined Melting Point: Not determined Vapor Density: Not determined Evaporation Rate: Not determined Solubility in Water: Negligible % Volatile by Volume: < 1 % Appearance and Odor: White liquid with heavy paint consistency - mild epoxy odor SECTION IV: FIRE & EXPLOSION HAZARD DATA Flash Point: >200 deg F, PMCC Method OSHA/NFPA Fire Hazard Classification: Class III B Extinguishing Media: Foam, COz, Dry Chemical, Water Spray LFL: Not determined UFL: Not determined Special Fire Fighting Procedures: The use of self-contained breathing apparatus is recommended for firefighters. Water may be helpful in keeping adjacent containers cool. Avoid spreading burning liquids with water used for cooling purposes. Unusual Fire and Explosion Hazards: Keep work areas free of hot metal surfaces and other source of ignition. NFPA classification: Health: 2 Flammability: 1 Reactivity: 0 SECTION V: REACTIVITY DATA Stability: Stable, will react with amines. Incompatibility: Strong acids and bases, selected amines and oxidizing agents. Hazardous Decomposition or Byproducts: Thermal decomposition in the presence of air may yield carbon monoxide, carbon dioxide, phenolics, acids, aldehydes and other unidentified toxic and/or irritating compounds. Hazardous Polymerization: Will not occur. Raven 405 — Part A SECTION VI: HEALTH HAZARD DATA Primary Routes of Entry: EYES: May cause moderate eye irritation. Corneal injury is possible. SKIN: May cause allergic skin reaction in susceptible individuals. Prolonged exposure likely to cause skin irritation. Repeated exposure may cause skin irritation. A single prolonged exposure is not likely to result in the material being absorbed through skin in harmful amounts. INHALATION: Vapors are unlikely due to physical properties. INGESTION: Moderately toxic, may be harmful if swallowed. No hazards anticipated from ingestion incidental to industrial exposure. SYSTEMIC and OTHER EFFECTS: Except for skin sensitization, repeated exposures to low molecular weight epoxy resins of this type are not anticipated to cause any significant adverse effects. Carcinogenicity: Contains no ingredient listed as a potential carcinogen or as a carcinogen per OSHA, ACGIH, NTP or IARC at concentrations equal to or greater than 0.1 %. Emergency and First Aid Procedures: EYES: Flush with large quantities of water for at least 15 minutes. Consult a physician. SKIN: Wash thoroughly with soap and flowing water. Remove and wash contaminated clothing before reuse. INHALATION: Remove to fresh air if effects occur. Consult a physician. INGESTION: Seek immediate medical attention. Do not induce vomiting unless directed to do so by a physician. SECTION VII: PRECAUTIONS FOR SAFE HANDLING AND USE Steps to Be Taken in Case Material is Released or Spilled: Keep sources of ignition and hot metal surfaces isolated from the spill. Material may flow slowly. Scrape into containers for disposal. Waste Disposal Methods: Dispose of according to all local, state and federal regulations. Precautions to Be Taken in Handling and Storing: Keep containers closed when not in use. Avoid prolonged or repeated contact with skin. Do not handle or store near flame, heat or strong oxidants. Do not store in direct sunlight. Avoid prolonged storage above 38 deg C (100 deg F). SECTION VIII: CONTROL MEASURES RESPIRATORY: Respiratory protection should not be needed. If exposure may or does exceed occupational exposure limits, respiratory irritation is experienced, or during spray application, use a properly fitted MSHA/NIOSH approved respirator fitted with organic vapor cartridges. In addition, spray application may require the use of paint pre -filters. If sanding or grinding on cured material, use above respirator fitted with HEPA filters or a dust mask. VENTILATION: General mechanical ventilation is sufficient for most conditions. Local exhaust ventilation may be necessary for some operations. EYES: Use chemical safety glasses, splash -proof eye goggles or goggles with full faceshield. CLOTHING/GLOVES: Use nitrile or other impermeable chemical resistant gloves to prevent skin irritation. If potential for skin contact is present, wear impervious, long-sleeved, body covering clothing and rubber boots. OTHER PROTECTIVE EQUIPMENT: The availability of eye washes and safety showers in work areas is recommended. SECTION IX: TRANSPORT DATA Proper Shipping Name: Not regulated Hazard Class: Not regulated by D.O.T. regulations Identification Number: None Packing Group: None SECTION X: DISCLAIMER RLS MAKES NO REPRESENTATIONS OR WARRANTIES WITH RESPECT TO ANY INFORMATION PRESENTED HEREIN, ALL OF WHICH IS PROVIDED "AS IS". TO THE MAXIMUM EXTENT PERMITTED BY LAW, RLS EXPRESSLY EXCLUDES ALL WARRANTIES, OBLIGATIONS, REPRESENTATIONS, LIABILITIES, TERMS AND CONDITIONS (WHETHER THEY ARE EXPRESS OR IMPLIED, OR ARISE IN CONTRACT, STATUTE, OR OTHERWISE, AND IRRESPECTIVE OF THE NEGLIGENCE OF RLS, ITS EMPLOYEES OR AGENTS) IN CONNECTION WITH THE INFORMATION PRESENTED HEREIN. RLS MAKES NO REPRESENTATIONS OR WARRANTIES AS TO MERCHANTABILITY, FITNESS FOR PURPOSE, NONINFRINGEMENT OR CONFORMITY WITH DESCRIPTION OR SAMPLE. Raven 405 — Part A MATERIAL SAFETY DATA SHEET Trade Name: Raven 405 - Part B SECTION I: COMPANY INFORMATION Company: RLS Emergency Telephone #: 800-424-9300 13105 East 61'` Street South, Suite A Chemtrec Broken Arrow, OK 74012 Revision Date: 4/29/08 Information Telephone #: 918-615-0020 800-324-2810 SECTION II: INGREDIENT INFORMATION INGREDIENT CAS NUMBER PERCENT PEL TLV Aliphatic Amine 1477-55-0 20 - 30% N/E 0.1 mg/m' skin Alkylphenol 84852-15-3 15 - 20% N/E N/E Polyoxypropylene Diamine trade secret 7 - 12% N/E N/E Silica, Amorphous, Fumed, Crystalline -free 67762-90-7 7 - 12% '6 mg/m' '3 mg/m' Isophorone Diamine 2855-13-2 5 - 10% N/E N/E Diethylenetriamine 111-40-0 5 - 10% 4 mg/m' 1 ppm TWA 4,4'-Methylenebiscyclohexanamine 1761-71-3 1 - 5% N/E N/E Mixed Cycloaliphatic Amines trade secret 1 - 5% N/E N/E 2,2-bis(4-hydroxyphenyl)propane 80-05-7 0 - 5% N/E N/E Phenol 108-95-2 1 - 3% 5 ppm (skin) 5 ppm (skin) N/E indicates "not established" SARA Title III, Section 313 ingredients: 2,2-bis(4-hydroxyphenyl)propane All ingredients are TSCA inventory listed. *Note: The PEL and TLV for this ingredient are the TWA for respirable dust levels only. In this product, it is pre -dispersed and not available as a dust. Therefore, under normal use conditions it is not considered a hazard. SECTION III: PHYSICAL DATA Boiling Point: > 200 deg F Specific Gravity: 1.1 Vapor Pressure: Not determined Melting Point: Not determined Vapor Density: Not determined Evaporation Rate: Not determined Solubility in Water: Negligible % Volatile by Volume: <1% Appearance and Odor: Gel consistency with characteristic ammonia odor SECTION IV: FIRE & EXPLOSION HAZARD DATA Flash Point: >200 deg F, Setaflash Method OSHA/NFPA Fire Hazard Classification: Class III B Extinguishing Media: Foam, CO2, Dry Chemical, Water Spray LFL: Not determined UFL: Not determined Special Fire Fighting Procedures: The use of self-contained breathing apparatus is recommended for firefighters. Water may be helpful in keeping adjacent containers cool. Unusual Fire and Explosion Hazards: Keep work areas free of hot metal surfaces and other source of ignition. Sudden reaction and fire may result if product is mixed with an oxidizing agent. NFPA classification: Health: 3 Flammability: 1 Reactivity: 0 SECTION V: REACTIVITY DATA Stability: Stable Incompatibility: Strong acids and bases, selected epoxy resins and strong oxidizing agents. Hazardous Decomposition or Byproducts: Thermal decomposition in the presence of air may yield carbon monoxide, carbon dioxide, ammonia, aldehydes, ketones, nitrogen oxides and other unidentified toxic and/or irritating compounds. Hazardous Polymerization: Will not occur. Raven 405 — Part B SECTION VI: HEALTH HAZARD DATA Primary Routes of Entry: EYES: Severe eye irritant. May cause burns. Vapors may be irritating. SKIN: Severe skin irritant. May cause injury to skin following prolonged or repeated contact. Repeated exposure may cause sensitization of the individual. INHALATION: Vapors/mists may be corrosive to the upper respiratory tract. Repeated or prolonged exposure can result in lung damage. May cause respiratory tract sensitization and/or irritation of mucous membranes. INGESTION: Not expected to be a relevant route of exposure. However, the material is corrosive and may cause permanent damage to the mouth, throat and stomach. SYSTEMIC and OTHER EFFECTS: Product can be alkaline, corrosive and irritating to skin, ears, eyes and mucous membranes. Aliphatic amines can cause changes in the lungs, liver, kidneys and heart. May cause injury upon prolonged contact and repeated contact. Carcinogenicity: Contains no ingredient listed as a potential carcinogen or as a carcinogen per OSHA, ACGIH, NTP or IARC at concentrations equal to or greater than 0.1 %. Emergency and First Aid Procedures: EYES: Flush with large quantities of water for at least 15 minutes. Seek immediate medical attention. SKIN: Wash immediately with soap and water. If irritation or sensitization occurs, remove individual from further contact with material. Remove and wash contaminated clothing before reuse. INHALATION: Remove to fresh air if effects occur. Consult a physician. INGESTION: If this product is swallowed, administer one glass of water. Do not induce vomiting. Seek medical attention immediately. SECTION VII: PRECAUTIONS FOR SAFE HANDLING AND USE Steps to Be Taken in Case Material is Released or Spilled: Keep sources of ignition and hot metal surfaces isolated from the spill. Material may flow slowly. Scrape into containers for disposal. Waste Disposal Methods: Dispose of according to all local, state and federal regulations. Precautions to Be Taken in Handling and Storing: Keep containers closed when not in use. Avoid breathing vapors and prolonged or repeated contact with skin. Do not handle or store near flame, heat or strong oxidants. Do not store in direct sunlight. Avoid prolonged storage above 38 deg C (100 deg F). SECTION VIII: CONTROL MEASURES RESPIRATORY: Respiratory protection should not be needed. If exposure may or does exceed occupational exposure limits, respiratory irritation is experienced, or during spray application, use a properly fitted MSHA/NIOSH approved respirator fitted with ammonia & methylamine cartridges. In addition, spray application may require the use of paint pre - filters. If sanding or grinding on cured material, use above respirator fitted with HEPA filters or a dust mask. VENTILATION: General mechanical ventilation is sufficient for most conditions. Local exhaust ventilation may be necessary for some operations. EYES: Use chemical safety glasses, splash -proof eye goggles or goggles with full faceshield. CLOTHING/GLOVES: Use nitrile or other chemical resistant gloves. Wear clean, long-sleeved, body covering clothing and rubber boots. OTHER PROTECTIVE EQUIPMENT: The availability of eye washes and safety showers in work areas is recommended. SECTION IX: TRANSPORT DATA Proper Shipping Name: Amines, liquid, corrosive, N.O.S. (aliphatic amines) Hazard Class: Corrosive Material - 8 Identification Number: UN 2735 Packing Group: III SECTION X: DISCLAIMER RLS MAKES NO REPRESENTATIONS OR WARRANTIES WITH RESPECT TO ANY INFORMATION PRESENTED HEREIN, ALL OF WHICH IS PROVIDED "AS IS". TO THE MAXIMUM EXTENT PERMITTED BY LAW, RLS EXPRESSLY EXCLUDES ALL WARRANTIES, OBLIGATIONS, REPRESENTATIONS, LIABILITIES, TERMS AND CONDITIONS (WHETHER THEY ARE EXPRESS OR IMPLIED, OR ARISE IN CONTRACT, STATUTE, OR OTHERWISE, AND IRRESPECTIVE OF THE NEGLIGENCE OF RLS, ITS EMPLOYEES OR AGENTS) IN CONNECTION WITH THE INFORMATION PRESENTED HEREIN. RLS MAKES NO REPRESENTATIONS OR WARRANTIES AS TO MERCHANTABILITY, FITNESS FOR PURPOSE, NONINFRINGEMENT OR CONFORMITY WITH DESCRIPTION OR SAMPLE. Raven 405 — Part B - FR F:- —N-d SYStEMS Raven 405 Third Party Testing, Evaluations and Municipal Approvals Third Party Physical Property and Chemical Resistance Testing Attached documentation of physical property and coating performance testing from accredited, independent testing laboratories: Weldon Laboratories, Imperial, PA, Sherry Laboratories, Tulsa, OK, Charter Coating Service Ltd., Calgary, Alberta, KTA-Tator, Inc., Pittsburgh, PA Municipal Product Evaluations County Sanitation Districts of Los Angeles County; Evaluation of Protective Coatings for Concrete a.k.a "The Redner Report", 2004 Final Report (Successful pass as Coating System C-69 at 60 mils) CIGMAT/UH 98-3 Greater Houston Wastewater Program, City of Houston; Evaluating Raven Lining Systems Product for Coating Wastewater Concrete and Clay Brick Facilities in the City of Houston, May 1993 (Successful pass of application, hydrostatic and chemical exposure testing) City of Los Angeles; SSPWC Section 210-2.3.3 Chemical Resistance Test a.k.a. "Pickle Jar Test", 2003 (Successful pass of chemical exposure and subsequent physical property testing) City of Phoenix/Peoria; City of Phoenix/Peoria Supplement to Maricopa Association of Governments Uniform Standard Specifications (MAG SPEC) Product Approval List, 2008 King County, WA; King County Wastewater Treatment Division Qualification Testing, 2006/2009 Municipal Approvals City of Austin; City of Austin Water and Wastewater Utility Standards Committee Approval, 1992 Baton Rouge, LA; East Baton Rouge Parish Department of Public Works Approved Materials List, 2008 County of Berkeley, SC; Berkeley County Water and Sanitation Approved List of Manhole Liners City of Dallas; Dallas Water Utilities Standard Technical Specification for Corrosion Protection Epoxy Liners Approval, 2004 13105 East 61" Street, Suite A • Broken Arrow, OK 74012 • 800-324-2810 • www.ravenlining.com © Raven Lining Systems 2010 Page 1 of 2 R ALE N� tFF , Raven 405 Municipal Approvals cont'd. County of Clark, NV; Clark County Water Reclamation Materials Committee - Approved Materials List, 2009 City of Escondido, CA; Escondido Utilities Approved Materials List — Manhole Lining, 2008 City of Goodyear, AZ; Public Works Department Approved Materials List for Wastewater Collection, 2009 City of Henderson, NV; Department of Utility Services Approved Materials List — Manhole Lining Systems, 2006 City of Houston; Product Approval Committee -Wastewater Subcommittee Approval, 2008 City of Loveland, CO; Water and Wastewater Development Standards Approved Materials List — Manhole Linings, 2007 City of Mesa, AZ; Approved List of Wastewater Manhole Corrosion Protective Coating Systems, 2009 City of Phoenix/Peoria; City of Phoenix/Peoria Supplement to Maricopa Association of Governments Uniform Standard Specifications (MAG SPEC) Product Approval List, 2008 City of San Diego, CA; Metropolitan Wastewater Departments Approved Materials List — Sewer Rehab Products, 2003 City of Virginia Beach; Department of Public Utilities, Engineering Division Product Selection Committee Approval, 2009 Charleston, SC Charlotte County, FL Chandler, AZ Humble, TX Daphne, AL Fayetteville, AR Gainesville, FL Knoxville, TN Lafayette, LA Lake Havasu, CA Lakehaven, WA Inclusion in Municipal Standard Specifications Laredo, TX Roswell, NM Marina Coast, CA San Antonio, TX Nashville, TN Savannah, GA Oklahoma City, OK Scottsdale, AZ Pearland, TX Tampa, FL Peoria, AZ Texas DOT, TX Phoenix, AZ Thorton, CO Pittsboro, NC Tulsa, OK Port Orange, FL Whitehouse, TN Queen Creek, AZ Yolo County, CA Rogers, AR Many others... 13105 East 61" Street, Suite A • Broken Arrow, OK 74012 • 800-324-2810 • www.ravenlining.com © Raven Lining Systems 2010 Page 2 of 2 Tulsa Materials 3100 North Hemlock Circle Broken Arrow, OK 74012-1115 USA Attn: David Stanley Cohesant Materials, Inc. 13105 East 61st,Street South, Suite A Tulsa, OK 74012 Sample Description: Raven 406 SHERRYLaboratories Testing Today- Prorecting Tumoriow• LABORATORY REPORT Report No.: Date Received: Date Reported.: P.O. No.: TENSILE TEST (ASTM D 638-03) Specimen preparation: Tested as submitted Pre -test Conditioning: None (waived) Tel: 918-258-6066 800-982-8378 Fax 918-258-1154 06080703-001 v2-Corrected 8123/2006 9/01/20,06 314940 Specilridl Number Width ` inches - Thickness iiicAes). ` At 'a S :.in) Peakload Ibs Peak Stress si Elongation". {% 1 0.486 0.095 0.0462 354 7;670 1.4 2 0.485 0.096 0.0466 377 8,100 1.5 3 0.486 0.101 0.0491 413 8,400 - 1.6 4 0.488 0.095 0.0464 354 7,660 1 1.4 5 0.486. 0.093 0.0452 382 8,400 1 1.8 6 0.487 0.099 0.0482 416 .8,600 1.6 Averse OA86 0.006 0.0470 383 8,200 1.6 'Corrected -Test results, sample and page number, 917/06. f Approved by: Itr_74_ Jel#fey Simmons, Manager of Mechanical Testing Sherry Laboratories Test results relate only to the items tested. This document shall not be reproduced, except in full, without the written approval of Sherry Laboratories. The recording of false, fictitious, or fraudulent statements or entries on this document maybe a punishable offense under'federal and state law. The electronic transmittal of a report on services provided by Sherry Laboratories. is at the request of the client. The transmittal is NOT the official report of Sherry Laboratories, but is provided for the convenience of the recipient. Sherry Laboratories is not.liable for any degradation or changes -in information in the transmittal. The official report of Sherry Laboratories will be provided on Sherry Laboratories letterhead in hard copy form and "shall control for all purposes. Page 1 of 1 Tulsa Materials 3100 North Hemlock Circle Broken Arrow, OK 74012-1115 USA Attn: David Stanley Cohesant Materials, Inc. 13105 East.6lst,Street South, Suite A Tulsa, OK 74012 Sample Description: Raven 405 SHERRYLaboratories Testing Today- Protecting Tumorrow4' LABORATORY REPORT Report No.: Date Received: Date Reported: P.O. No.: COMPRESSION TEST (ASTM D.695-02a) Tel: 918-258-6066 800-982-8378 Fax: 918-258-1154 06080103-003 v2-Amended 8/23/2006 9/01/2006 314940 Specimen preparation: Cylinders, tested as submitted Pre -test Conditioning: None (waived) Specimen Nu ribe Diameter , .- ificitesj A,r€a: (S ":'in Peak Load Ibsj :; Peak Stiess si " 1 0.607 0.289 5,849 18,500 2 0.608 0.290 5,453 18,800 3 0.606 0.288 5,486 19,000 4 0,607 0.289 5,531 19,100 5 0.607 0.289 1 5,523 19,100 6 0.606 0.288 1 5,564 19,300 Avera a 0.607 0.289 1 5,484 19,000 'Amended -Sample and page number, 9/7/06. Approved by: r J ureV Simmons, Manager of Mechanical Testing Sherry Laboratories Test results relate only to the items tested. This document shall not be reproduced, except in full, without the written approval of Sherry Laboratories. The recording of false, fictitious; or fraudulent statements or entries on this document maybe a punishable offense under federal and state law. The electronic transmittal of a report on services provided by Sherry Laboratories"is at the request of the client. The transmittal is NOT the official report of Sherry Laboratories, but is provided for the convenienceof the recipient. Sherry Laboratories is. not liable for any degradation or changes in information in the transmittal. The official report of Sherry Laboratories will be provided on Sherry Laboratories letterhead in hard copy form and shall control for all purposes. Page 1 of 1 Tulsa Materials 31.00 North Hemlock Circle Broken Arrow, OK 74012-1115 USA Attn: David Stanley Cohesant Materials, Inc. IM05 East 61st Street South, Suite A Tulsa, OK 74012 Sample Desceiption: Raven 406 SHERRYLaboratories TestingToday- Protecting Tomorrow' LABORATORY REPORT Report No.: Date Received: Date Reported: P.O. No.. FLEXURAL TEST (ASTM D 790-03) Specimen preparation: Tested as submitted Pre -test Conditioning: None (waived) Span: 2 inches Test Temperature: 25C Test Rate: 0,1 in/min Tel: 918-258 6066 800-982=8378 Fax: 918-258-1154 06080703402 v2-Corrected 8123/2006 9101 /2006 314940 SpeCiinen; Number Width .) (in.)lift T.hickhess IJ, Peak- toad Peak Stress' Psw:(psij Modulus' 1 0.487 0.093, 19.67 14,000 726,000 2 0.486 &096 21.96 14,700 750,300 3 0.487 0.097 22.21 14,500 731,000 4 0.490 0.095 19.68 13,300 716,000 5 0.488 0.100 1 24.36 14,900 724,000 6 0.491 0.098 1 23.90 15,200 717,000 Average 0.488 0.965 1 21.96 14,400 727,000 'Corrected -Test results, sample and page number, 9/7106. Approved by: t Jeffrey timmons, Manager of.Mechanical Testing Sherry Laboratories Test results relate only to the items tested. This document shall not be reproduced, except in full, without the written approval of Sherry Laboratories. The recording of false, fiaifious, or fraudulent statements or entries on this document may be a punishable offense under federal and state law. The electronic transmittal of.a report on services provided by Sherry Laboratories. Is at the request of the client. The transmittal is NOT the official report of Sherry Laboratories, but is provided' for the convenience of the recipient. Sherrytaboratorids is not liable for any degradation or changes in information in*the transmittal. The official report of Sherry Laboratories_ will be provided on Sherry Laboratories letterhead In hard copy form and shall control for all purposes. Page 1 of 1 Von-Metaffics ,825 E. 38th St. Tulsa, OK 74145 Attn: David Stanley Raven Lining Systems 1024 North Lansing Tulsa, OK 74106 Description: Raven 406. Test Method: ASTM D4060-96 Pre -test Conditioning: None Type of Wheel: CS17 Load/Wheel: 1000g Speed: 70 rpm Test Duration: 1000 cycles Test Results: SHERRY LABORATORIES h1Afl 3V aV9z INDIANA ®CHC6pCtOMA LOUISIANA LABORATORY REPORT Report No: 2000070105 Date Received: 07/07/2000 Date Reported: 07/11/2000 P.O. No: P 312416 TABER ABRASION TEST REPORT Tel: (918) 664-7768 Fax:(918) 664-5680 800-324-8378 Panel No. Weight loss after 1,000 cycles, mg Weight loss, % 1 78.8 0.16 1 i. Approved by k K� Dan M. L wso , Director Non Me Ilic esting Test results relate only to the items tested. This document shall not be reproduced, except in full, without the written approval of Sherry Laboratories Midstates. The recording of false, fictitious, or fraudulent statements or entries on this document may be a punishable offense under federal and state law. Page 1 of 1 OF LOS ANGELES COUNTY i "Vorkman Mill Rnad, Whitlirr, CA 9n601.4998 ng Address. P.O. Box 4998, Whillirr. CA 90607-,i998 1:4ARLCS w C•\R?Y inane: (3101 699-741 1. FAX: (310) 695-61 39 Civer Ennm,?e, cna r_anerol (Vnnca-- February 22, 1994 Evuhmtion of Raven 405 Epoxy Coutint; for Concrete Protective Characteristics Raven Chemicals' Raven 405 epoxy coating system was evaluated for its concrete protective characteristics in the Districts Concrete Coating and Lincr Testing facilities in Compton for approximately one year of acid service. The coating system was well bonded to the concrete substrate. No indication of corrosion to the :finer or the underlying concrete was observed. As a result of this evaluation, Raven Chemicals' Raven 405 epoxy coating system will be included as an alternative coating product in specifications that we prepare in the future for concrete coating systems. Information contained in this Iel.ter is not for publication or advertisement. No endorsement is intended for this coating system. Prior written approval of the Sanitation Districts is required for any advertisement or promotion that involves this agency. Thank you for your continued cooperation and interest in the Districts' evaluation program for concrete coatings. If you have any questions or need additional information, please contact Edward Esfandi at (310) 638-1161 ext. 222. Very truly yours Charles W. Carry l• Edward Ji andi Senior Engineer EEJg. EVALUATION OF PROTECTIVE COATINGS FOR CONCRETE December, 2004 Final Report John A. Redner, Sewerage Departmental Engineer, Randolph'P. Hsi, Associate Engineer, Edward J. Esfandi, Senior Engineer, Roger Sydney, Civil Engineer, Robin M. Jones, Associate Engineer, Donna Won, Senior Engineer, James Andraska, Supervising Civil Engineer County Sanitation Districts of Los Angeles County, Whittier, California SCOPE This report Summarizes the results of a testing program to evaluate protective coatings for concrete conducted by the County Sanitation Districts of Los Angeles County (Districts). The testing was conducted at the Districts' Compton Field Office in the City of Compton. The program started in 1983 and ended in 2004. Results for 96, protective coating and lining system tests are reported. INTRODUCTION Concrete is the most widely used construction material in wastewater collection and treatment systems. Unfortunately, significant corrosion can occur to unprotected concrete when sulfide generation in wastewater is not controlled. Sources of sulfide in wastewater include degradation of sulfur containing organic matter, the microbiological reduction of sulfate or other oxidized forms of sulfur, and unregulated and/or uncontrolled ''industrial discharges. The construction of regional collection and treatment systems has increased wastewater travel time in collection systems, culminating in anaerobic wastewater and consequently increased sulfide generation. Odors from manholes or wastewater treatment facilities create significant nuisance problems for most agencies. A major cause of odors is hydrogcn sulfide, a gas detectable at extremely low concentrations. Hydrogen sulfide is notorious for its toxicity, as well as its ability to corrode a number of material's used in construction of sewers and treatment plants, including concrete. Concrete corrosion is caused by the aerobic microbial oxidation of hydrogen sulfide to sulfuric acid and the subsequent chemical reaction of theacid with the cement binder in the concrete. Most agencies are particularly sensitive to the nuisances created by the odor releases. Many agencies are often unaware of the significant corrosion occurring to their concrete facilities. The Districts have utilized different types of protective systems in its history to minimize concrete corrosion. In the mid 1920's the use of vitrified clay liner plates in the construction of large poured -in -place concrete sewers and inlet facilities proved unsuccessful. By the mid 1960's many epoxy coating systems were being tried. Inspections documented coating failure wherever exposure to significant sulfuric acid attack occurred, often within just a few years. This same experience was reported in the 1969 Manual of Practice No. 17, Paints and Protective Coatings for Wastewater Treatment Facilities, "... few, if any, coatings have been effective in preventing the corrosion of concrete under highly corrosive conditions... " t. A considerable amount of marketing has occurred for high solids, fast cure coating systems. First hand experiences with these coating systems have resulted in widely different opinions from different agencies. One agency reports nothing but success, while another reports nothing but failure. Figures IA and IB illustrate the failure that occurred, after only two years of service, to a urethane coating applied to a drop manhole in 1980. TABLE I Description of Protective Coating Systems Evaluated CODE GENERIC TYPE COATING iv1ANU_ FACTURER NUMBER DESIGNATION Yr tested C-67 Epoxy Mortar Sauereisen-210 Referto C-34 (Sauereisen) C768 Polyurea Structural Seal Structural Seal Polyurea Manholds Polyurea 2652-D North Southport Avenue (190) ra sea! Chicago, IL 60614 C 6�)) _(formerly,S L pmy IEnar) 1Rai,en-40 ) _ 1Refet ( C Raven L in�ng°S}`steinsj; (1992 C-70 PVC -Liner+ 'Linabond Structural Refer to C-35 (Linabond,•Inc.) (1993) Urethane Foam Polymer System C-71 Urethane Endura-flex EF1988 Global Eeo Technologies P.O: Boz 767 1993 Pittsburgh, CA 94565-0767 G72 PVC Liner Danby Refer to C-63 (Qanby of North America, 1994 PVC Liner Inca C-73 Fiberglass and PVC Poly -Triplex Liner Poly -Triplex Technologies, Inc. Liner 1761 Wynkoop, Suite 250 (1994) Denver, CO 80202 C-74 Epoxy Mortar AquataPoxy A=6 Refer to C25 (formerly from American (1994) Chemical Co C-75 Polyurea ThoRoc IC-2480 and Refer to C-2 (Degussa Building Systems, Sonneborn TF30 formerly from Willamette'Valley (formerly Polyquick Company) 1994 P300 C-76 Polymer Concrete Meyer Polycrete Meyer Rohr + Schacht GmbH 1995 http://www.nieyer-polycrete.comlen/ C-77 Polymer Concrete iNTERpipe Polymer Pipe Technology, LLC (formerly (COM) 500 E. Locust, 5t' Floor (1996) Des Moines, IA 50309 C-78 PVC Liner PVC 500 Roundeau Phelps Ventures 6603 San Leandro Street 1997 Oakland CA 94621 C-79 Polyethylene -coated SRP (Steel Ribbed Pacific Corrugated Pipe Co. CMP Polyethylene Pipe) P.O. Box 2450 (1998) Newport Beach CA 926584972 C-80 PVC Liner Arrow -Lock Refer to C-56 (Ameron Protective 1998 Coatings) C-81 HDPE Liner Agru Sure Grip Agru 199$ wwwW.a ru.at C-82 HDPE Liner GSE StudLiner GSE Lining Technology, Inc. 19103 Gundle Road (1999) Houston, TX 77073 C-83 GRP Liner Channeline GRP Chan neline Sewer Systems (N.A.) Inc. Liner 125 Half Mile Road, Suite 200 2000) Red Bank, NJ 07701 C-85 Fiberglass and PVC Mulliplmx Liner Terre Hill Composites Liner System 485 Weaverland Valley Road 1999 Terre Hill, PA 17581 W TABLE 2 Application Data - Protective Coating Systems Evaluated Code No. Surface Preparation ' Surface Repair Primer Application 1<4ethod Coating Thickness Tank Walls mm mils Coating Thickness Tank Base mm mils C-42 -WB 'INTO Yes S i�a 3.2(125) '9.6- 375 C43 WB No. No S ra . 13.8 .150 3.8(150) C44 SB -No Yes Spray 3-2(125) 3.2(125) C-45 , SB No Yes Trowel 6.4(250) 9.6(375) C-46 -. CH, WRB No Yes_ Form 85 3350 8.5 (3350), C47 WB Yes -Spray 3.8050) 3.8(150) C-48 SB No Yes. Spray 2.3(90) 2.3(90) C49 SB No Yes Trowel/Brush 12.(125) 9.6 375 C-50 SB No Yes Trowel 12 (125) 9.6(375) C-51 SB No Yes - Trowel/Brush 1:6.60 1.6:(60) C-52 SB No Yes S is 3.3(130) 33 (130 C-53 SB No Yes `trowel - - C-54 SB Yes 9 Spray 1.0(40) 1.0 40 .C=55 SB No No Spray 1.6(60) 1.6(60) C-56 WB No Yes Trowel 3.8 .150 15.9(625) C-57 SB No Yes Brush/Roll 1.0. 40 1 A(40) C=58 SB No Yes Shot 12 480 251000 C-59 SB No Yes Form .60 2400 60 2400 C760 Si3 No Yes Spray 2.0(80) 2.0(80) C-61 WB No No Trowel 3.3(130) 4.0(160) C-62 - No No Manufactured liner 2.0(80) 2.0(80) C-63 WB No No Interlocking PVC liner 1.5(60) 1.15(60) C-64 WB No Yes Spray foam and hand lay up of liner 20 (800) Foam 0.8 30 PVC 20 (800) Foam U 30 PVC C-65 - No No Manufactured pipe - C-66 WB No No Brush 1.5(60) 1.5(60) C-67 WB No No Trowel 2(80) 3 (I20) C-68 WB No No Spray 1.5 60 1.5(60) C-69 WB No No Spray 1.5(60) 1.5(60) C-76 SB No No Spray foarn and hand lay. uof liner 3.2 (125) Foam 0.8 30 PVC 3.2 (125) Foam 0.8 30 PVC C-71 SB No No Spray 10 400 10 400 C-72 WB No No Interlocking PVC liner 1.5(60) 1.5(60) C-73 WB- No No Cured in ptace 1.5 60) 2 (80 C-74 WB Yes ioNo S ray 1.5(60) 1:5 60 C-75 WB No No Spray 2-.5 (100) 2.5 (100 C-76 - - Manufactured pipe - C-77 Ii C-78 WB No No Interlocking PVC liner 1.5-(_60) 1.5(60) C-79 - - - Manufactured pipe - C-80 SB No Yes Trowel epoxy gel, hot air -weld liner 12'7 (500) gel 1.6 62 PVC 12.7 (500) gel .1.6 (62) PVC As stated earlier, the objective of the test is to evaluate the coating's application requirements, concrete bonding characteristics, and acid resistance for one full year of acid service. For each coating system evaluated, data was obtained for the exposure time to failure or eompletion•of the test, and in categories dealing with the relative ease or difficulties of application, the acid resistance, and bonding characteristics demonstrated. The following numerical score (rating system) is used to classify the results for ease and speed in interpretation: 1. No application problems; excellent resistance to acid; and good band to concrete. 2. Some application problems that are attributed to the applicator and not a reflection of a coating material problem,; some, reaction with the acid, such as a color change or surface sheen change; but no coating failure; and an adequate, but not necessarily tenacious, bond to the concrete substrate. None of these problems are judged to be significant during the evaluation. 3. Signilicant problems developed during the application or during the evaluation phase; the material did not bond adequately to the concrete, indicating that the coating could not reliably protect the concrete. 4. A failure in the coating system as a result of serious application problems; a reaction of the acid with the coating; or failure of the coating to protect the concrete during the evaluation period. Two additional abbreviations are also used: N/E: Not evaluated due to early failure in other categories. NIA: This category is not applicable to the particular product being tested. Table 3 contains the evaluation results. Data include: the coating or lining system's code number; the exposure time in clays; the assigned numerical score for relative ease of application; acid resistance (concrete protection), and concrete bond; and the total score for each coating system that progressed well into or completed the one year evaluation.period. Comments are also included in Table 3 in an effort to pinpoint specific problems and to describe the coating's ability to protect concrete front sulfuiic acid attack. The total score is simply the sum of the category scores. The lower .the "application" score, the easier the system is to apply. The lower,the "acid resistance" score, the more acid resistant the system is. The lower the "concrete bond" score, the stronger the system bonds to the concrete substrate. The lowest assigned score for each component is one; therefore, the lowest possible total score for a coating system that is assigned a score in all categories is 3, unless one or more of the scores are not applicable to a coating systern-For instance, if a liner is applied in the manufacturers' facilities and is subsequently transferred to the Districts' testing facilities, we are unable to score this system for ease of application. Consequently, such a system is not assigned a score for the ease of application category_ This may lead to a total score of less than 3; A total score of "Failed" is assigned to those products that either received a total score of 6 or greater, and/or received a score of 3 or 4 in any of the categories. I8 TABLE 3 Test Results for Protective Coating Systems Evaluated Code No Exposure Time (Days) Applica- tion Acid. Resistance Concrete Bond Total Score Comments C-58 539 2 2 3 Failed Bonding problems in uncorroded surfaces of the test tank. C-59 539 1 2 3 Failed Blistering of the coating; coating separated from concrete; bonding problems; einholes. C-60 106 4 N/1 33 Failed Corroded concrete'found underneath coating in bottom half of tank; pinholes; separation of coating from concrete. C-61 393 2 3 1 Failed Acid penefiation. C-62 369 N/A 1 N/A 1 No problems observed. CG63 371 2 1 N/A 3 No problems observed. C-64 414 3 4 2 Failed Reaction with acid. C-65 . 2223 N/A 1 N/A I No problems observed. C-66 375 2 1 2 5 No problems observed. C-67 369 2 1 1 4 No problems observed: C-68 385 1 1 2 4 No problems observed. C=ha; r.7�; t'1 11 i t11 44� �Na�'-ri�I�leiils oliserved:l C-70 365 2 l 1 4 No problems observed. C-71 365 2 1 1 4 No problems observed. C-72 394 1 1 NIA 2 No pf6bUcrns observed. C-73 410 2 2 1 5 Acid penetrated the outer layer of Fiberglass. Middle PVC layer prevented acid penetration to concrete. C-74 463 2 1 2 5 Poor adhesion of the coating to the bottom of the tank. No acid penetration. C-75 404 1 1 1 3 No problems observed. C-76 445 N/A 1 NIA 1 No problenis observed. C-77 503 NIA I N/A 1 Coupons are acid resistant. Pipe product currently available. C-78 127 4 N/A NIA Failed Acid penetrated joints above grout level due to faulty installation. C-79 373 N/A 1 N/A I Pipe is corrosion resistant. C-80 363 1 1 1 3 No problems observed. C-81 349 1 1 N/A 2 No problems observed. C-82 369 3 1 2 Failed Acid penetrated welded joint. C-83 364 1 I 1 3 No problems observed. C=85 '390 1 4 2 Failed Acid penetrated liner.at seam. C-86 390' 1 4 2 Failed Acid pcnetrated liner at seam. C787 383 2 1 1 4 Liner not embedded at bottom. C-88 365 2 2 1 5 Slight discoloration, pinholes but no acid penetration. C-80 365 1 2 1 4 Sli t discoloration. 22 TABLE 3 Test Results for Protective Coating Systems Evaluated Code Exposure Time Applica- Acid Concrete Total Comments No tion Resistance Bond Score (Days)- C-91 365 2 2 I 5' Poor surface prep at bottom. Liner slightly discolored & sticky. C-92 370 1 2 2 5 Variable bond. Shallow pinholes, but no acid penetration. C-93 180 1 4 l Failed Corrosion at pinhole. Odorous brown liquid entiitted by coating. C-94 99 2 N/E 3 Failed 1.20% disbonded in large bubbles. C-95 430 1 2 1 4 No problems observed except surface. discol orati ort. C-96 365 3 4 2 Failed Coating delamitiated. Coating over aggregate broke at several locations and allowed concrete corrosion. 365 1 1 1 3 No roblems observed. L_98C-97 366 1 2 1 4 No problems observed except slight -surface discoloration. Explanation of Rating System: 1. No application problems; excellent resistance to acid; and good bond to concrete 2. Some application problems that are attributed to the applicator and not a reflection of a coating material problem; some reaction With the acid, such as a color change or surface sheen change, but no coating failure; and an adequate, but not necessarily tenacious, bond to the concrete substrate. None of these problems are judged.to be significant during the evaluation. 3. Significant problems developed during the application or during the evaluation phase; the material did not bond adequately to the concrete. indicating that the coating could not reliably protect the concrete. 4. A failure in the coating system as a result of serious application problems, a reaction of the acid with the coating; or failure of the coating to protect the concrete during the evaluation period. N/E: Not evaluated due to early failure in other categories. N/A: This category is not applicable to the particular product being_ tested. Failed: A total score of "Failed" is assigned to those products that either received a total score of 6 or greater, and/or received a score of 3 or 4 in any of the categories. 23 Figure 7 illustrates the coating failure that occurred after only a short time period to one epoxy coating (C-7). Preliminary tests with ingots of one system (C-23) looked promising, but the manufacturer decided to use a tton-epoxy coating system in the evaluation. Lack of sufficient acid resistance and inability to protect the concrete from corrosion plagued the other systems (C-14, C-19, and C-21). Figure 7. Epoxy coating failure. Epoxy Mortar For the epoxy mortars only 9 of the 16 systems (C-25, C-45, C-49, C-50, C-53, C-67, C-69, C-74, and C-95) survived the test. Most of these successful systems involve the application of a thick, inert material filled version of the coating as an intermediate step prior to application of finish coat with the neat epoxy. Minimum thickness of the intermediate coat is 2.2-3.2 rnm (90-125 mils). However, C-95 was installed with two thick coats of the epoxy mortar without the filler due to weather concerns. Other epoxy mortar systems (C-15, C-22, C-41, C-42, C-51, C-56, and C-61) failed mostly due to pinholes and application problems. C-67 was applied by a manufacturer's representative after the same system (C-61) failed after being applied by an inexperienced applicator. C-74 is a later version of C-25. Both C-25 and C-74 made extensive use of a gel or filler version of its coating for surface repair and for plugging bug/pinholes in between applications. C-25 was brush applied while C-74 was spray applied. C-25 had almost no problems while C-74 had poor adhesion to the bottom of the tank with no acid penetration. 25 CONCLUSIONS Most coating manufacturers will point, and in many cases with justification, to application problems as being the cause of coating failure. It is certainly true that surface preparation and conditions under which the coating is applied are extremely critical. It is difficult to determine the reasons why so many coating systems, advertised to provide protection in wastewater industry, have failed in the test facility, but it really is of little consequence. The purpose of die evaluation facility was to provide a non - laboratory environment to evaluate the coatings. To survive the test, a coating system not only had to be acid proof and able to bond to the concrete substrate, but it also had to be applicator friendly.. Ideal conditions for applying a protective coating probably never exist in wastewater collection and treatment facilities. Therefore, a successful coating system has.to be one that .can be applied under less than ideal conditions. The predominant reason for failure of so many coating systems was the formation of pinholes or blowholes. In general, the mortar or filler extended coating systems had dramatic improvements in their survival rates versus their parent neat systems. The predominant reason for failure of the lining systems were poor bonding of the liner at the seams. The predominant reason for failure of the specialty concretes was insufficient acid resistance. The purpose of this evaluation program was to develop a list of suitable coatings and specifications for application of the coatings. The program has fulfilled that purpose to some extent. Table 4 is a list of 39 coating systems that have successfully completed this test. Only successful coating systems that were assigned a score equal to or less than 5 are listed in Table 4. The successful coating systems include: one coal tar mortar (C-37); five epoxies (C-28, C-66, C-88, C-89, and C-97); nine epoxy mortars (C-25, C-45, C-49, C-50, C-53, C-67, C-69, C-74, and C-95); thirteen liners (C-40, C-62, C-63, C-70, C-72, C-73, C-79, C-80, C41, C-83., C-87, C-91, and C-98); two polyester mortars (C-17 and ;C- 44,); two polyureas (C=68 and C-75); three specialty concretes (C-65, C-76 and C-77); three urethanes (C- 10, C-71, and C-92); and one vinyl ester mortar (C-38). The information developed should be of some assistance, but as previously indicated, does not address gas permeability and subsurface microbial acid generation'. When attempting to select a coating, don't be satisfied to deal with the manufacturer's sales representative alone. Contact the manufacturer directly and be sure to explain fully the conditions under which the coating will be applied and the environment it has to withstand. Don't hesitate to ask. for a list of. applications and consult with the owners, as well as the applicators, if application projects are inspected, try'to categorize the applications by the exposure level to hydrogen sulfide. Never assume that a coating system that has performed well has been exposed to corrosive conditions unless you can substantiate it. It is recommended that only coatings with total scores of 5 or less be considered for corrosive environments (see Table 3 and 4), It is suggested that coating manufacturers, recognized testing agencies, or technical organizations consider the development and use of an accelerated evaluation technique to screen coatings for application in the wastewater field. With such a technique, the advances in coating technology can be evaluated by the end user. A testing chamber and procedure was developed by Tnemec Company, Inc. that includes evaluation of permeability propertics3. 30 TABLE 4 Successful Protective Coating Systems CODE COATING TOTAL MANUFACTURER NUMBER DESIGNATION SCORE C-67 S_aue"reisen-210 4 Sauereisen 160 Gamma Drive Pittsburgh, PA 15238 412 963=0303 (C [RaVeri 465; (i `Ls Systems) 1024 N. Lansing Avenue Tulsa, OK 74106 (800) 324-2810 C-74 A-6 AquataPoiry 5 Raven Lining Systems 1024 N. Lansing Avenue Tulsa, OK 74106 800 324-2810 C-95 Tnemec. Series 434 4 Tnemec Company inc. Chembloc 6800 Corporate Drive Kansas City, MO 64120-1372 800 TNEMEC I Generic Type - Liner Systems C40 Linabond Mastic System 4 Linabond; Inc (PVC) 12960 Bradley Avenue Sylmar, CA 91342 818 362-7373 C-62 Con-plast 1 Southwest'Conerete Products Plastic Liner System 519 S. Benson Avenue Ontario, CA 91762-4002 (909) 983-9789 C-63 Danby 31 Danby of North America, Inc. PVC Liner P.O. Box 5127 Cary, NC 27512-5127 (919)467=7799 C-70 Linabond Structural 4 Linabond, Inc Polymer System 12960 Bradley Avenue (PVC and polymer) Sylmar, CA 91342 818 362-7373 C-72 Danby 21 Danby of North America, Inc. PVC Liner P.O. Box 5127 Cary, NC 2751275127 (919) 467-7799 C-73 Poly -Triplex Liner 5 Poly -Triplex Technologies, Inc. (PVC and fiberglass) 1701 Nynkoop, Suite 250 Denver, CO 802.02 303 893-3100 C-79 SRP 12 Pacific Corrugated Pipe Co. (Polyethylene -coated P.O. Box 2450 CMP) Newport Beach, CA 92658-8972 949 650-4555 32 Acknowledgments and Credits: This paper was presented at the Water Environment Federations National Conferences in Los Angeles (1986) and Philadelphia (1987), at the California Water Pollution Conirol Association Annual Conference in Sacramento (1987), -at the National Conference and Exposition of the Steel .Structures Painting Council in Baltimore (1988) and in Long Beach (1991).. Credit, is given to all the coating manufacturcm who not only agreed to submit their coatings for evaluation, but arranged for the installation of the coating, system. Authors John A. Redner was the Sewerage Departmental Engineer, Randolph P. Hsi was an Associate Engineer, Edward J, Esfandi was a Senior Engineer, Roger Sydney was a Civil Engineer, Robin M. Jones was an Associate Engineer, Donna Won'is a Senior Engineer, and James Andraska is a Supervising Civil Engineer of the County Sanitation Districts of Los Angeles County. Correspondence may be addressed to Mr. Andraska at 24501 S. Figueroa Street, Carson, CA 90745, or by email at jandraska@lacsd_org. 35, References I. "Paints and Protective Coatings for Wastewater Treatment Facilities," WPCP Manual of Practice No. 17, Water Pollution Control Federation, Washington, D.C., 1969. 2. Hanks, K., "City of Los Angeles Tests 48 year old T-Lock Protected Pipe," ASCE Pipelines 2002 Conference Proceedings, August 2002. 3. Nixon, R. and R. Briand, "A Novel Analytical Approach for Evaluating Protective Coatings Performance in Wastewater Environments," WEFTEC 2003 Conference Proceedings, October 2003. 4. Uyeda, H. K., B.V. Jones, T. E. Ruttenbeck, and J.W. Kaakinen, "Material for Oxidated Wastewater Treatment Plant Construction", EPA 600/2-78-316, U.S. Environmental Protection Agency, 1978. 5. Munger, C.G., '`Corrosion Prevention by Protective Coatings', National Association of Corrosion Engineers, 1984, 6_ EPA Design Manual "Odor and Corrosion Control in Sanitary 'Sewerage Systems and Treatment Plants", EPA 615/1-85/018, U.S. Environmental Protection Agency, October 1985. 7. Redner, J.A.,. "Evaluation of Protective Coatings for Concrete", Internal Report, County Sanitation Districts of Los Angeles County, 1986. Updated: 1988, J.A. Redner and R.P. Hsi; 1991, J.A. Redner, R.P. Hsi, and E.J. Esfandi; 1993, J.A. Redner, R.P. Hsi, and E.J. Esfandi; 1995, J.A. Redner, R.P..Hsi, and E.J. Esfandi; 1998, J.A. Redner, R.P. Hsi, E.J. Esfandi, and R. Sydney; 2002, J.A. Redner, R.F. Hsi, E-.J. Esfandi, R. Sydney, R.M. Jones, and D. Won. 8. Tator, K. B., "Generic Coating Types: Their Characteristics and Uses", Jounal of Protective Coatings and Linings, June 1988, pp. 42-53. 9. Journal staff, "Coatings Selection Guide Table", Journal of Protective Coatings and Linings, June 1988, pp 77-166. 10. Redner, J.A_, E.J. Esfandi, and R.P. Hsi, "Evaluating Protective Coatings for Concrete Exposed to Sulfide Generation in Wastewater Treatment Facilities", Journal of Protective Coatings and Linings, November 1991, pp 48-56. 11. Redner, J.A., R.P. Hsi, and E.J. Esfandi, "Evaluating Coatings for Concrete in Wastewater Facilities; .An Update", Journal of Protective Coatings and Linings, December 1994, pp 50-61. 36 BOARD OF PUBLIC WORKS 0%4.�.orry OF Los ',> NGELES MEMBERS CALIFORNIA VALERIE LYNNE SHAW PRESIDENT+r ELLEN STEIN VICE-PRESIDENT JA Ic E WOppDj�J PRESID�IRZTEMPORE + ADRCON<MISSIONERAVA COMMISSIONER JAMES K. HAHN MAYOR JA SECREGARYON April 30, 2003 Joanne Hughes, Vice President Raven Lining Systems 1024 North Lansing Tulsa, Oklahoma 74106 Dear Ms. Hughes: Re: CHEMICAL RESISTANCE TESTING OF RAVEN 405 EPDXY LINING DEPARTMENT OF PUBLIC WORKS BUREAU OF ENGINEERING VITALY B. TROYAN, P.E. CITY ENGINEER 650 SOUTH SPRING ST., SUITE 200 LOS ANGELES. CA 90014-1911 Attached is Lab No. 2003-514-91, dated April 10, 2003, showing the results of chemical resistance testing forthe above maintenance hole product. The'lining system responded to chemical exposure as follows: Weight change: Excellent Hardness change: Excellent Tensile strength change: Excellent Elongation: Satisfactory, with reactions to sulfuric acid, nitric acid, ferric chloride, detergent biological and bleach exposures and a notable reaction to sodium hydroxide and ammonium hydroxide exposures. The lining system is identified as follows: Trade Name: Raven 405 Approved Use: Sanitary Sewer Maintenance Rehabilitation Installation: SSPWC Section 500-2 as modified by City of Los Angeles Brownbook Resin: Blue -colored solid epoxy The overall summary is that this material passe cl SSPWC Section 210-2.3 Chemical Resistance Test. To complete the evaluation process, a trail demonstration must be arranged where we may observe and verify an installation of the system. If you have any questions, please call me at (213)847-8776. Sin erely, f S. Lee, soup Manager Design Standards and Investigations Group 650 S. Spring Street, Suite 400 Los Angeles, California 90014-1913 HSL:hl/raven4,wpd. Attachment (Lab No. 2003-514-91) AN EQUAL EMPLOYMENT OPPORTUNMY - AFFIRMATIVE ACTION EMPLOYER Lab No: 2003-614-91 Chemical. Resistance Test of Raven Lining Systems Raven 405 Blue . Project Title: Maintenance Shaft & Sewer Rehabilitation Project Number: 80001748 Engineer Hugh Lee Smmonm: Raven Lining Systems Date Received: 10/16/2003 Specification: SSPVVC210'2.3.3. 1097 Description: Raven 405Blue Epoxy Resin Page 2 of 4 gvg " Osvll 61 yoroxide Buffer to I Lab No: 2003-514-91 C.hemical Resistance Test of Raven L;inina..S. sterns Raven405 Blue EpoU.Res- in Project Title: Maintenance Shaft & Sewer Rehabilitation Project Plumber: BDO01748 Engineer: Hugh Lee Source: Raven Lining Systems Date Received: 10/16/2002 Specification: SSPWC 210-2.3.3, 1997 Description: Raven 405 Blue Epoxy Resin Page 3 of 4 ON� L'i t : 9 ti ,�{ � 1 $�_}:l�F,� kr � } � � r t � ' �' T' .s�z 13 F7 a B t�e 1.g iT 'F,.:d � � �'`i+�•` �,��..t. Yam•{ �`!�6 •� , �i , rj';,�. � I' 'h•�^t1 I � IY'I � .:� p py ti 'Ci+ �yly �• J �M� +`_:u �.t '��, �_ r i�� ) 1 J. 14, "3' i ,,}�' _ i' '+I`' f✓ � ( �` �iF 4 �F��.!j. w..i (� � U � ' w ar l�!'i,,l,`�y�1. , , ��{� °• 14'% 4i :r;�� ,-- "-R v� 's„' e.vrlFfYr� � n�•—F`r' 51� i aij3' 3'L'�''*r d,� i � d-4 '�v'7' 1 in ;. 4Tf P4 i ".F, 1 •7` i �l. �1 .^t -�'�p 't�b'�*.� r V`i cj'7_:y ^V t��. s h�l A•}I jJSL�7 ; t� t ..r,'ti,+ ^y1 `Ne.N, ;. •S,`' s1 '•.'t.. .t ;tE�= �hb•.d C 1'�',�. r^?�,, f 1Y�:• l�'�.. •,�..;` �� }T'x �i•. f r< �` .x .:+s..;a:h$.tr r, NU - Y_ W- IOR •a'J{ ry - �' ;r;.. , `�'-� �'��-"`7j.q r" n�s'rir'�,,,,� �: it j"%� Ayl ;�• :{4'.rl� Cw�_.•''ni'r'P`;i`!'�'ai t %��(�[' �1t .r. 4 ,<< ; �'� ,�L `;4 i9' -'�,'c rt:z1 • B r, g ',�ga`�t`""%,it "Fitf �a •;��,, ,�' •`�,.�r".i{� h.'F•, S�'. '; i ny s .. v ts�, t •. I'. i For • I �I Ainnionlum. • .: ®� :Il ll•• �$OdtOth Hydroxide -to PH 10 _Buffer iw '� J? •'J4 '4 �3ii ' 4 h.• ;F ,c+ L.7 '{( 4 +� /. 'i �� y 3 .ejjt i3' !1"i1r�l'.t t�,`�iyti' yY+Y �i.'i'.7T `fi. (-!�i ,G .`�.LH•_ �r.....�1� °.7r.� ll'..i�' „' (k a' � Y1�`i F�� M -t,�i �AY�1-.7C��S�.•-a�.�`•; rr� ,-�- # ri .r?. �fL..r+Ji:i��'S�f.�'.,.Ltm'��,5-� Hardness, Shore 2240 .0nIV Lab No: 2003-514-91 Chemical Resistant�e Test of Raven Lining stems Raven 405 Blue Epoxy Resin Project Title: Maintenance Shaft & Sewer Rehabilitation Project Number: BD001748 Engineer: Hugh Lee Source: Raven Lining Systems Date Received: 10/16/2002 Specification: SSPWC 210-2.3.3, 1997 Description: Raven 405 Blue Epoxy Resin Page 4 of 4 `'i'= fcit ,'4�ri rrip .j2i, � � �i_ �i �Y ,. �1 -•.,ty "tyr��x�,eF? y ig 'ice..:• f i : ��p,`..i! �; Y � �. �_ � � u,u. ;F- t � _O ..�.5!.,.r_ 6" I 'E j tJ �ir�� 'k� ,�.n ' "Ely � .f� .��?,• . 1i�.c� s t., �,- i Sulfuric Acid, 20%, Type I 8,974 1.7 For Information Only Sodium Hydroxide, 5%, T e I 8,752 2.1 Ammonium Hydroxide, 5%, Type I 8,428 1.8 Nitric Acid, 1 %, Type 1 8,698 1.7 Ferric Chloride, 1 %, Type 1 8.907 1.8 Soap, 0.1%, Type 1 8,615 1.6 Detergent, 0.1 %, Type l 8,568 1.7 BOD, z 709ppm, T e / 8,668 -1.7 Bleach,.1 %,. T Y.. a 1 8,395 1.7 Sodium _H droxlde Buffer. topH 10, Type 1 8,64}00 1.7 r ' Initial Tensile Strength, psi TS/ 9,034 For Information Only 11nitial Elongation, % 1.5 R A E 14` CI�jIN6 SY9TiM5 fn. n !1/irirnr r f prorrtrJ<ur Raven 405 coating has been immersion tested for a minimum of six (6) months according to ASTM D543 (modified) Standard Practices for Evaluating the Resistance of Plastics to Chemical Reagents. The results indicate classification of Raven 405 as being suitable for constant immersion duty in the following reagents: • Water • Nitric Acid, 5% • Phosphoric Acid, 10% • Sulfuric Acid, 20% • Sodium Hydroxide, 10% • Unleaded Gasoline • Vegetable Oil • Detergent Solution, 0.1 % • Soap Solution, 0.1 % During the course of testing, none of the specimens exhibited weight loss, spalling, cracking or blistering. Immersion samples are "free" coatings without concrete or brick substrates, immersing over twice the area that would normally see service. Color change was a very slight orange surface coloration for the sample immersed in Nitric Acid and a slight darkening of the sample immersed in the Sulfuric Acid. No degradation was experienced. For additional chemical resistance performance of Raven 405, see the Raven Chemical Resistance Chart or contact Raven with project details at 800-324-2810. WELDON LABORATORIES, INC. �i Ms. Joanne Hughes Raven Linings 13105 East 6Is' St., Suite A Broken Arrow, OK 74012 Fax 918-615-0140 Subject — Immersion Testing of Raven 405 Dear Ms. Hughes, April 26, 2007 Project J06137 In accordance with your request, Weldon Laboratories, Inc. has performed immersion testing of several samples of concrete which were coated with Raven 405. The coated samples were rectangular and measured approximately 1 %" x 1 %" x 5 %". They were received on August 28, 2006. The testing involved weighing the samples, and subsequently immersing them halfway in the following reagents: Deionized water 10% sulfuric acid 30% sulfuric acid Grease (Crisco shortening) 10% detergent (Tide) Gasoline The specimen placed in gasoline was exposed for 7 days, with visual inspections on weekdays. The other specimens were exposed for 6 months, with visual inspections every month. At the end of the testing, the samples were weighed again, and also tested for adhesion (ASTM D 4541) using a Defelsko Positester. Initially, problems were encountered with glue failures on some samples during the adhesion testing, and in the course of the testing it was found that glue failures could be eliminated if scoring was performed around the dollies. Therefore, some of the adhesion testing was repeated, after first scoring around the dollies. As the data in the following tables show, in every case the failures occurred in the concrete, but those dollies which were scored tended to exhibit substantially lower values than those which were not scored. The test results are shown in the attached tables. If you have any questions or comments, please do not hesitate to contact this office. Sincerely, Dwi ht. G. Weldon, President 1188 Rt 30 • P.O. Box 40 • Imperial, PA 15126 •724-695-2212 • 724-695-2218 FAX Table #1— 6 Month Testing of Raven 405 Property DI 10% H2SO4 30% H2SO4 Grease 10% Unexposed Water detergent control Initial 627.7g 645.8g 642.5g 627.6g 651.Og n/a weight Final (6 627.9g 646.2g 642.8 627.5g 651.2g n/a month) weight 1 month No No visual No visual No No visual n/a visual effect effect visual effect effect effect 2 months No No visual No visual No No visual n/a visual effect effect visual effect effect effect 3 months No No visual No visual No No visual n/a visual effect effect visual effect effect effect 4 months No No visual No visual No No visual n/a visual effect effect visual effect effect effect 5 months No No visual No visual No No visual n/a visual effect effect visual effect effect effect 6 months No Very faint Very faint No No visual n/a visual discoloration discoloration visual effect effect effect Adhesion, 1590psi, 1510psi, 1600psi, 1280psi, 800psi, 1050psi, immersion failure in failure in failure in failure in failure in failure in concrete concrete concrete concrete concrete concrete Adhesion, 1470psi, 900psi, 1060psi, 1800psi, 640psi, 1140psi, vapor failure in failure in failure in failure in failure in failure in phase concrete concrete concrete concrete concrete concrete Table #2 —1 Week Testing of Raven 405 in Gasoline Property Result Initial weight 589.4g 1 day No visual effect 2 days No visual effect 3 days No visual effect 5 days No visual effect 6 days No visual effect One week, plus final weight No visual effect, final wt. = 589.4g Adhesion, immersion 1260 psi, failure in concrete Adhesion, vapor phase 900 psi, failure in concrete