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5 OT I Scr;MuI- 1 Citv * Renton Bravo montal NE 175fh St re, WA 980286705 Kenmore, WA 98028BRAVO=—o Tel: 425-424-9000 ro11lttenfa� Fax:425424-9002 env E-mail: Inspection Report / Inspection: 1 Date P/O. No. Weather Surveyor's Name Pipe Segment Reference Section No. 11/28/2011 Dry Tim 6304110 5304101 3 Certificate No. Survey Customer System Owner Date Cleaned Pre -Cleaning Sewer Category 04-7919 Jetting Street Sunset Blvd Use of Sewer Sanitary Upstream MH 6304110 City Renton Drainage Area Dowstream MH 5304101 Loc. details Flow Control Not Controlled Dir. of Survey Upstream Location Code Length surveyed 192,28 ft Section Length 192.28 ft Purpose of Survey Capital Improvement Program Assessment Joint Length Year Laid Dia./Height 81nch Year Rehabilitated Material Reinforced Concrete Pipe Tape! Media No. 11.28.11 Lining Method Add. Information : 1:495 Position Code Observation (3041_i) 0.00 AhiFl Manhole! 5304101 4.43 MWM Water Mark, 80 %of cross sectional area - L if. 22.76 S1 SAV Surface Aggregate Visible, from 08 to 04 o'clock, - OK within 8 inches of joint: YES, Start 22.81 JSM Joint Separated Medium, 1" — 0i< 77.96 MWLS Water Level, Sag in pipe, 10 %of cross sectional ( area i - (�0 5�.�c De�Qts i,•, Li,fl — Cie«f=E 192.28 F1 SAV Surface Aggregate Visible, from 08 to 04 o'clock, -- Ojc within 8 inches ofjoint: YES, Finish 192.28 AMH Manhole / 5304110 �3(411 QSR QMR SPR MPR OPR SPRI 4121 0000 7 0 7 2.33 0 233 Insituform Renton // Page: 1 2 S-E6MEN-r 3 Citv : Renton Bravo Environmental 6705 NE 175th St BPAV*w Kenmore, thA 98028 Tef 425-424-9000 Fax 425-424.9002 environments E-mail Inspection Report / Inspection: 1 Date P/O. No. Weather Surveyor's Name Pipe Segment Reference Section No 11/28/2011 Dry Tim 6304100 6304099 6 Certificate No Survey Customer System Owner Date Cleaned Pre -Cleaning Sewer Category 04-7919 Jetting Street Sunset ©Ivd Use of Sewer Sanitary Upstream MH 5304100 City Renton Drainage Area Dowstream MH 6304099 Loc details Flow Control Not Controlled Dir. of Survey Downstream Location Code Length surveyed 300,05 ft Section Length 300.05 ft Purpose of Survey Capital improvement Program Assessment Joint Length Year Laid Dia'Height 8 inch Year Rehabilitated Matenal Reinforced Concrete Pipe Tape / Media No. 11.28.11 Lining Method Add. Information : 1:750 Position Code Observation 30410 0.00 AMH Manhole/5304100 2.92 S1 SAV Surface Aggregate Visible, from 08 to 04 o'clock, ^ ok within 8 inches of joint: YES, Start 6.24 MWM Water Mark, 60 %of cross sectional area r - oK LeNF/�� µoa5cr� 154 TFA t 11 o'clock, 6", PF within 0.PE `� 5 � —'�0 8 inches o of MAIK6C- Sal it omeiS IN L"< zS (Lfinea f 7-w LtN Inlr 92 87 RFJ Roots Fine Joint, from 09 to 03 o'clock, within 8 �k inches of joint YES 138.59 TF 111 o'clock, 6", within 8 C) P me es o tom : C---.AFi.2NC1) i J. &iLS-1i l2I$Iir 250.19 TF it 11 o'clock, 6', within 8 O P 1 N inc es of joint: YES AILMt[7b J . i465_UJ 1 2) % )1 t 300,05 F1 SAV Surface Aggregate Visible, from 08 to 04 o'clock, — OK within 8 inches of joint: YES, Finish 300.05 AMH Manhole / 5304099 s 30409 CSH QMR SPR MPR CFR 6--� SPRI - 4 ��- MPRI 2 3 4100 2100 _ 4 - 2 _ Insituform Renton if Page 1 City: Renton Bravo Ee, WA90286705 NE 175th S! BPAV*ao Kenmore, WA 9802a Tel. 425424-9000 Fax 4 9002 environmental E-mail. Inspection Report / Inspection: 1 Date P/0. No. Weather SUrveyor's Name Pipe Segment Reference Secron Na 11/28/2011 Dry Tim 53041015304100 4 Certificate No. Survey Customer System owner Date Cleanec Pre -Cleaning Scv:e- Category 04-7919 Jetting Street Sunset Blvd Use of Sewer Sanitary Upstream MH 5304101 City Renton Drainage Area Dowstream MH 5304100 Loc. details Flow Control Not Controlled Dir. of Survey Upstream Location Code Length surveyed 299.55 ft Section Length 299.55 ft Purpose of Survey Capftal Improvement Program Assessment Joint Length Year Laid Dia./Height 8 inch Year Rehabilitated Material Reinforced Concrete Pipe Tape / Media No 11.28.11 Lining Method Add. Information : 1:750 Position Code Observation 30410 0.00 AMH Manhole / 5304100 2 92 MV'dM Water Mark. 50 % of cross sectional area — Vk 5.44 S1 SAV Surface Aggregate Visible, from 09 to 03 o'clock, - within 8 inches of joint: YES, Start 46.03 F1 SAV Surface Aggregate Visible, from 09 to 03 o'clock, - Ok within 8 inches of joint: YES, Finish 46.03 S2 SAV Surface Aggregate Visible, from 08 to 04 o'clock, t)k within 8 inches of joint: YES, Start 138 90 TB at 02 o'clock, 6", within 8 inches of 0 PE IV join Cot-+�= � RYICb ol3SL-,J t 1 15e I I/ 299.55 F2 SAV Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish I 299.55 AMH Manhole / 5304101 30410 SPR MPh' OPR SPRI MPRI OPRI 4100 1 0000 1 4 0 4 4 0 4 Insiluform Renton 11 Page:1 Hui 2 �LCMLNT 14 Citv : Renton Bravo Ental 6705 NE 175th St BRAVS 9 028 Kenmore,e, WA WA 8028 Tel. 42&424-90W _ `environments Fax:425.424.9002 E-mail. Inspection Report / Inspection: 1 Dale P10. No. Weather Surveyor's Name Pipe Segment Reference Section No. 11/29/2011 Dry Tim 6304099 6304098 8 Certificate No. Survey Customer System Owner Date Cleaned Pre -Cleaning Sewer Category 04-7919 Jetting Street Sunset Blvd Use of Sewer Sanitary Ups±ream MH 5304099 City Renton Drainage Area Dowstream MH 5304098 Loc. delai s Flow Control Not Controlled Dir. of Survey Upstream Location Code Length surveyed 451.54 ft Section Length 451.54 ft Purpose of Survey Capital Improvement Program Assessment Joint Length Year Laid Dia./Height 8 inch Year Rehabilitated Material Reinforced Concrete Pipe Tape / Media No. 11.28.11 Lining Method Add Irfo,mation 1:666 Position Code Observation 0.00 AMH Manholel5304098 rl�'✓ qr" �It, i 30409 2.92 MWLS Water Level, Sag In pipe, 15 %of cross sectional dK area 5.24 TBB Tap Break -In Abandoned, at 03 o'clock, 6", within 8 inches of joint: YES IyG/���r;C•��i��• 23.37 tAvIA1 Water Mark F5 `/,,of cross sectional area 29.31 RAGS Deposits Attached Grease, 5 %of cross sectional , �K ii area, from 11 to 12 o'clock, , within 8 Inches of joint: YES 29.91 S1 SAV Surface Aggregate Visible, from 08 to 04 o'clock, _ Uk 261.07 FT within 8 inches of joint: YES, Start Cc.,uruzr� p 107.57 TBA at 03 o'clock, 6", within 8 nc o join TBA at 03 o'clock, 6", within 8nc L1O e o otn : 1 ToMn►cc SvF,6 �catS IS (� rg°tt B Broken, 8", from 12 to 12 o'clock, within 8 inches t of joint: YES Lor+F�W�ltzb -� 11ia�'► f 1 I I I , 181.80 RFJ Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YES 1 1.80 JSM Joint Separated Medium, V _ Ok 239.72 B Broken, 6", from 12 to 12 o'clock, within 8 inches of joint: YES 261.07 B Broken, 8", from 12 to 12 o'clock, within 8 inches , OK of joint YES ;e261.097 RFJ Roots Fine Joint, from 08 to 04 o'clock. within 8inches of joint YES TFA at 02 o'clock, 6", within nc o o n : LJ C -#.I it i R rac'11'> J . oic,usv.J 12- 1111 Insituform Renton 11 Page: 1 City P.entnn bravo Environmental BPAV*w 6705 NE 1751h St City: Kenmore. WA 98028 iertv�ronmentt�l Tel: 425-424-9000 Fax 425-424.0002 EMO Inspection Report / Inspection: 1 Date P/0 No. '^leather Surveyor's Name Pipe Segment Reference Section No. Dry Tim 6304099 5304098 8 Present Vehicle Camera Preset Pre -Cleaning Rate Jetting 1:666 Position Code Observation RFJ Roots Fine Joint, from 08 to 02 o'clock, within 8 inches of joint: YES DSC Deposits Settled Compacted, 5 %of cross 1k sectional area, from 08 to 10 o'clock, , within 8 inches of joint: YES I Grout RFJ Roots Fine Joint, from 09 to 02 o'clock, within 8 inches of joint: YES TFB ',at 02 o'clock, 6", wi n joint: t: YES 13. /Attc 5fJ?,e ku's is (L(A? Pall, -ro b,VIA DSC Deposits Settled Compacted. 5 %of cross Fa M pr to- Tb sectional area, at 07 o'clock, within 8 inches of joint: YES DSC Deposits Settled Compacted, 5%of cross _ TrIA sectional area, at 07 o'clock, , within 8 inches of joint YES F1 SAV Surface Aggregate Visible, from 08 to 04 o'clock, — 01- within 8 inches ofjoint: YES, Finish AMH Manhole / 5304099 QSR QMR SPR MPR CPR SPP,I MPRI CPP.I 5341 2800 22 16 38 3.67 2 2.71 msttutorm Kenton ll Page: 2 S�UI S S�T S- City : Renton BravoEnvironmental BMV*w 6705 NE 175th St W 98028 Kenmore, WA 98028 re, Tel 425424-9000 Fax 425424-9002 environmental E-mail, Inspection Report / Inspection: 1 Date P/O. No. Weather Surveyor's Name Pipe Segment Reference Section No 1112912011 Dry Tim 6304098 6309096 9 Certificate No Survey Customer System Owner Date Cleaned Pre -Cleaning Sewer Category 04-7919 Jetting Street Sunset Blvd Use of Sewer Sanitary Upstream MH 5304098 City Renton Drainage Area Dowstream MH 5309096 Loc. details Flow Control Not Controlled Dir. of Survey Downstream Location Code Length surveyed 248.38 It Section Length 248.38 ft Purpose of Survey Capital Improvement Program Assessment Joint Length Year Laid Dia /Height 8 inch Year Rehabilitated Material Reinforced Concrete Pipe Tape / Media No. 11.28.11 Lining Method Add. Information 1:630 Position Code Observation 0,00 AMH Manhole / 5304098 erlr t t;t ry <„f.• 41 IL�`1FIr1 _�_1ioC3Svr� ,;�,y1, 4. 30409 4.03 TEA inat 09 o'clock, 6", within 8 v_/V`�^i /'�rC../lA♦I , •t` ti }� �• inches o lonm �`-?�,y 4271 RFJ Roots Fine Joint, from 07 to 09 o'clock, within 8 - 8k 150.78 F T inches of joint: YES j 8783 MWLS Water Level, Sag in pipe, 20 %of cross sectional area i 88.84 DAGS Deposits Attached Grease. 5 %of cross sectional ,�K _ area, at 04 o'clock, , within 8 inches of joint: YES 88.84 DAGS Deposits Attached Grease, 5 %of cross sectional area, at 08 o'clock, , within 8 inches of joint: YES UK 96.19 MWLS Water Level, Sag in pipe, 20 %of cross sectional — CijC area 96.19 E96.19 DAGS Deposits Attached Grease, 5 %of cross sectional _ bK area, at 04 o'clock, , within 8 inches of joint YES DAGS Deposits Attached Grease, 5 %of cross sectional area. at 08 o'clock, , within 8 inches of joint: YES \��l MWLS Water level, Sag in pipe, 10 %of cross sectional area 150,78 RPP Repair Patch, from 09 to 03 o'clock, within 8 inches of joint: YES 170.42 MMC Material Change, Other (state in comments) / Ductile Iron 180.49 h9MC Material Change, Reinforced concrete pipe 2Z9.44 MWLS Water Level, Sag in pipe, 10 %of cross sectional �247 area SAV Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES Insituform Renton /t Page: 1 L1NC FIB ----,- VACR,Sco1 1----1y-,'11 ('.itv Rnnfnn Env BPAV*eo 6705NE 175th St City: Kenmore, WA 98028 ty: Ke more, WA 980l en i Tel:425-424-9000 Fax:49002 Email,ronmental Emaik Inspection Report / Inspection: 1 na:e P/O No Weather Surveyor's Name Pipe Segment Reference Section No. Dry Tim 5304098 6309095 9 Present Vehicle camera Preset Pre -Cleaning Rate Jetting 1:630 Position Code Observation 248.38 AMH Manhole / 5309095 (30909 <. QMR SPR MPR OPR SPRI MPRt OFri 2400 2500 a 10 is 2 2 2 Insituform Renton I/ Page: 2 ►,�E �� jAz!- - J , �Gase a.l t z I % I it H 07 5E-6MEN7 6 riry - Ranfnn Brevo mental iro BRAVOto 6705 NF 175rh S Kenmore, WA 98028 re, WA 98028 environmental Tel: 425-424-9000 Fax E-mail49002 E-mail: Inspection Report / Inspection: 1 Date P/C. No, Weather Surveyor's Name Pipe Segr:ent Reference Section No. 11/29/2011 Dry Tim 5309095 6309547 6 Certificate No Survey Customer System Owner Date Cleaned Pre -Cleaning Sewer Category 04.7919 Jetting Street Sunset Blvd Use of Sewer Sanitary Upstream MH 5309095 city Renton Drainage Area DowstreamMH 5309547 Loc. details Flow Control Not Controlled Dir. of Survey Upstream Location Code Length surveyed 61.77 ft Section Length 51.77 ft Purpose of Survey Capital Improvement Program Assessment Joint Length Year Laid Dia./Height 8 inch Year Rehabilitated Material Reinforced Concrete Pipe Tape / Media No. 11.28.11 Lining Method Add Information 1:135 Position Code Observation 30954 0.00 AMH Manhole / 5309547 2.92 S1 SAV Surface Aggregate Visible, from 08 to 04 o'clock, - OK within 8 inches of joint: YES, Start 7.45 MWM Water Mark, 30 %of cross sectional area - eaV- 51.77 F1 SAV Surface Aggregate Visible, from 08 to 04 o'clock, - OK within 8 inches ofjoint: YES, Finish (3,onqo� 51.77 AMH Manhole 15309095 QSR QMR SPR Nit R OPR SPRt MPRI OPRI 4100 0000 4 0 4 4 0 4 tnsituform Renton It Page: 1 L , ,E T11P - -�, 4dB-se I ,-a-II`,-IkI Ijul ACM&wT -7 City: Renton Bravo Environmentaf BRAV*a56705 NE 1751h St Kenmore, WA 98028 Tel 425-424-9000 environmental ronmentol Farr E-mail4-9002 Inspection Report / Inspection: 1 Date P/0 No. Weather Surveyor's Name Pipe Segment Reference Section No. 11/29/2011 Dry Tim 5309547 6309122 7 Certificate No Survey Customer System Owner Date Cleared Pre -Cleaning Sewer Category 04-7919 Jetting Street Sunset Blvd Use of Sewer Sanitary Upstream f1H 5309547 City Renton Drainage Area Dowstream MH 5309122 Loc. details Flow Control Not Controlled Dir. of Survey Downstream Location Code Length surveyed 183.31 ft Section Length 183.31 ft Purpose of Survey Capital Improvement Program Assessment Joint Length Year Laid Dia /Height 8 inch Year Rehabilitated Material Reinforced Concrete Pipe Tape / Media No. 11.28.11 Lining Method Add. Information 1:450 Position Code Observation 0.0o AMH Manhole / 5309547 30954 2.92 S1 SAV Surface Aggregate Visible, from 08 to 04 o'clock, _ Ok within 8 inches ofjoint: YES, Start i f3l lap Break-ln Intruding, at W o'clock, 6", 1", within — ���M PR�R Iu 1—IN1 , 8 inch,-�s of joint: YES / Ahand 36.86 MWLS Water Level, Sag in pipe, 15 %of cross sectional _ OK CorJ area 51.67 DAGS Deposits Attached Grease, 5 %of cross sectional r dK �' 10 8 inches area, at o'clock, , within of joint NO 55.40 DAGS Deposits Attached Grease, 5 %of cross sectional UK area. at 01 o'clock, , within 8 inches of joint. NO 62.15 DAGS Deposits Attached Grease, 5 %of cross sectional ok area, from 11 to 01 o'clock, , within 8 inches of L joint. NO MWLS Water Level, Sag in pipe, 20 %of cross sectional c area 85.61 DAGS Deposits Attached Grease, 5 %of cross sectional area, from 10 to 01 o'clock, , within 8 inches of joint- YES DAGS Deposits Attached Grease, 5 %of cross sectional CortlzMt i� area, from 10 to 01 o'clock, , within 8 inches of %1160.29 oint: YES TEA t 12 o'clock, 6, within 8In In MWLS Water Level, Sag In pipe, 15 %of cross sectional i area 153,40 MWLS Water Level, Sag in pipe, 20 %of cross sectional _ ^� •N°��"-� ► z 1B 11r area 1 •• 77.98 TF t 09 o'clock, 6", within 8inc Oln rN Insituform Renton // Page: 1 Ciro P—A „ Bravo Envirmental BRAV40w 6705 NE 1751h S1 more, A980 Crly: Kenmore, WA 98028 Tel: 425-424-9000 environmental Faz:425-424-900? Email' Inspection Report / Inspection: 1 Date P/O No Weather Surveyor's Name Pipe Segment Reference Section No Dry Tim 5309547 6309122 7 Present Vehicle Camera Preset Pre -Cleaning Rate Jetting 1:450 Position Code Observation 183.31 F1 SAV Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of Joint: YES, Finish 30912 183.31 AMH Manhole / 5309122 1 OAR ON'R SPR MPR OPR SFR1 N1PRI CPRI 2400 3129 8 13 21 2 2.17 2.1 Insttuform Renton // Pane: 2 L�,.,� F_3. v,rB_<c," tz_1-,-/1, NUT E ri T City Renton Bravo BRAVOto 6705 NE f 751h St W re, 9802al Kenmore, WA98028 Tef.425-424-9000 environmental Fax 42S 424ACO2 E-mail Inspection Report / Inspection: 1 Date PIO No. Weather Surveyor's Name Pipe Segment Reference Section No. 12/112011 Dry Tim 5309122 6309123 15 Certificate No. Survey Customer System Owner Date 0eaned Pre -Cleaning Sewer Category 04-7919 Jetting Street Sunset Blvd. Use of Sewer Sanitary Upstream MH 5309122 City Renton Drainage Area Dowstream MH 5309123 Loc details Flow Control Not Controlled Dir. of Survey Downstream Location Code Length surveyed 360 68 ft Section Length 360.68 ft Purpose of Survey Capital Improvement Program Assessment Joint Length Year Laid Dia /Height 8 inch Year Rehabilitated Material Reinforced Concrete Pipe Tape / Media No. 11.28.11 Lining Method Add. Information 1:360 Position Code Observation 0.00 AMH Manhole / 5309122 30912 2.92 S1 SAV Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start ,., "® - --244 �75 FT �'�U 28.40 TFB Tap Factory Made Abandoned, at 10 o'clo ► , 6", 1 within 8 inches of joint: YES / Aband. 55.90 TFB Tap Factory Made Abandoned, at 10 o'cto , 6",! .> Nc, within 8 inches of joint: YES ! Aband. r(A)LN 55.90 RML Roots Medium Lateral, from 09 to 10 o'clock, 1 within 8 inches of joint: YES 85.01 RFJ Roots Fine Joint, from 09 to 03 o'clock, within 8 _ L� 34 FT inches of joint: YES i 91,35 RFJ Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YES 108,48 DADS Deposits Attached Grease, 5 %of cross sectional G) _ area, from 10 to 11 o'clock, , within 8 inches of joint NO 112.81 RFJ Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint YES 116.94 TFB Tap Factory Made Abandoned, at 10 o'clock, 6", � �� `� y 1 l►� N within 8 inches of joint: YES / Aband. 1 G�Nt tµ i•s 1 16.94 RML Roots Mediurn Lateral, from 09 to 10 o'clock, 20 , uji %, vAhin 8 inches of joint: YES _� . 1� 3 ►Zp I ,1 118.65 RFJ Roots Fine Joint, from 08 to 04 o'clock. within 8 _ VK inches of joint: YES 124.90 RFJ Roots Fine Joint, from 09 to 03 o'clock, within 8 —OIL inches of joint: YES 136.88 CC Crack Circumferential, 4", from 03 to 09 o'clock, V� within 8 inches of joint: YES 140.10 RFJ Roots Fine Joint, at 04 o'clock, within 8 inches of _ ON joint. YES Insituform Renton /l Page: 1 i---►1-.c�- 12 � - 3 , µ1 tZI-,1,f Citv Renton Bravo Environmental BMVOW_ 6705 NE 1751h St City: Kenmore, WA 98028 Tel: 425-424-9000 ^--�-� Far:425-424-9002 envirrrnmental Email. Inspection Report / Inspection: 1 Date P/O. No. Weather Surveyor's Name Pipe Segment Reference, Section No. Dry Tim 5309122 6309123 15 Present Vehicle Camera Preset Pre -Cleaning Rate Jetting 1:360 Position Code Observation TFB Tap Factory Made Abandoned, at 10 o'clock, 6", hV Val within 8 inches of joint: YES / Aband. Gvrur=ri2.1"t�O RML Roots Medium Lateral, from 08 to 10 o'clock, 16 _ %, within 8 inches of joint YES 121�'I11 RFJ Roots Fine Joint, from 09 to 03 o'clock, within 8 - 01( inches of joint: YES RFJ Roots Fine Joint, from 08 to 04 o'clock, within 8 - dj< inches of joint. YES S2 DAGS Deposits Attached Grease, 5 %of cross sectional area, from 10 to 02 o'clock, , within 8 inches of joint: YES. Start RFJ Roots Fine Joint, from 08 to 09 o'clock, within 8 b�C inches of joint YES TFB Tap Factory Made Abandoned, at 10 o'clock, 6", \ev within 8 inches of joint: YES { Lar�t=r�ZrldD RBL Roots Ball Lateral, from 08 to 10 o'clock, 100 %, within 8 inches of joint: YES Z) ttv III RFJ Roots Fine Joint, from 10 to 04 o'clock, within 8 inches of joint: YES CS Crack Spiral, 4", from 06 to 09 o'clock, within 8 OK inches of joint: YES RFJ Roots Fine Joint, from 08 to 04 o'clock, within 8 tJ inches of joint YES MWLS Water Level, Sag in pipe, 20 °roof cross sectional area RFJ Roots Fine Joint, from 08 to 04 o'clock, within 8 0}. inches of joint: YES TFB Tap Factory Made Abandoned, at 10 o'clock, 6", within 8 inches of joint: NO I Aband. t RBL Roots Ball Lateral, from 08 to 10 o'clock, 100 %. Ok tv �4 Gr y within 8 inches of joint NO _J it -a-" RFJ Roots Fine Joint, from 08 to 04 o'clock, within 8 �iK i 2 1 +- 11 r inches of joint YES MWLS Water Level, Sag in pipe. 20 %of cross sectional - �k area RFJ Roots Fine Joint, from 09 to 03 o'clock, within 8 OK inches of joint: YES Insituform Renton // Page: 2 C -- ._� . H, i ss" .1 1-2-1 -a I L l r'ily P—t— Envir Bravo BPAV*w__ 6705 NE 175Lh St City: Kenmore. WA 98028 more, WA 980f Tet 425-424.9000 enwronm�ntal Fax* 425-424-9002 Email Inspection Report / Inspection: 1 Date P/O. No, Weather Surveyor's Name Rpe Segment Reference Section No Dry Tim 6309122 5309123 15 Present Vehicle Camera Preset Pre -cleaning Rale Jetting 1:360 Position Code Observation F2 DAGS Deposits Attached Grease, 5 %of cross sectional _ area, from 10 to 02 o'clock, , within 8 inches of joint. YES, Finish RFJ Roots Fine Joint, from 10 to 03 o'clock, within 8 _ inches of joint: YES RBL Roots Ball Lateral, from 08 to 10 o'clock, 100 %, OK within 8 inches of joint: NO TFB Tap Factory Made Abandoned, at 10 o'clock, 6",Do /� r !V� f) AJ within 8 inches of joint: NO / Aband. 111 CouG��,� RFJ Roots Fine Joint, from 09 to 03 o'clock, within 8 _ (jk iW r3� inches of joint: YES tZl$I�it F1 SAV Surface Aggregate Visible, from 08 to 04 o'clock, — �k within 8 inches of joint: YES, Finish AMH Manhole / 5309123 2311 4333 S7ti 599� -- --- -- 1Q6 - - 1.75 --_ f 2,2 �_— 216I 1 Insituform Renton !/ Page: 3 Lwe J. �,[BSe, L Iz�4,lff r.ity Ranfnn Bravo Environmental98028 6105 NE t 7St BRAV* Kenmore, WA 98028 WA _ env,ronmental Tel' 425424-9000 Fay 425-424-9002 E-mail. Inspection Report / Inspection: 1 Date F/o No. Weather Surveyor's Name Pipe Segrient Referen-e Section No. 1211/2011 Dry Tim 6309123 5309124 16 Certificate No Survey Customer System owner Date Cleaned Pre Cleaning Sewer Category 04.7919 Jetting Street Sunset Blvd. Use of Sewer Sanitary 6309123 City Renton Drainage Area H 5309124 Loc. details Flow Contro' Not Controlled Downstream 7S.ch.n Location Code Length surveyed 348.90 ft h 348.90 ft Purpose of Survey Capital Improvement Program Assessment Joint Length Year Laid Dia./Height 8 inch Year Rehabilitated Material Reinforced Concrete Pipe Tape i Media No. 11.28.11 Lining Method Add Information : 1:252 Position Code Observation 30912 000 AMH Manhole / 5309123 2.92 S1 SAV Surface Aggregate Visible, from 08 to 04 o'clock. ' Uk within 8 inches of joint.. YES, Start 10.07 RFJ Roots Fine Joint, from 08 to 04 o'clock, within 8 - ' 1 k inches of joint: YES 13.60 RFJ Roots Fine Joint, from 02 to 04 o'clock, within 8 OK - inches of joint: YES 16.42 RFJ Roots Fine Joint, from 08 to 04 o'clock, within 8 — Uj C-ri►.�k tR��hf > inches of joint: YES 17.83 TFB Tap Factory Made Abandoned, at 10 o'clock, 6", jam, (\1 within 8 inches of joint: YES / Aband. Y 17.83 RBL Roots Bali Lateral, from 08 to 10 o'clock, 100 within 8 inches of joint: NO 23.87 TB t 1U o'clock, 6", within 8 inches of : �-� - l N j' 1� loin I c- r 46.84 RFJ Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YES 56.10 RFJ Roots Fine Joint, from 08 to 04 o'clock, within 8 — dk inches of joint: YES 63.25 TFB Tap Factory Made Abandoned, at 10 o'clock, 6", within 8 inches of joint: YES / Aband. �`1, 7- W4 dep 63.25 RBL Roots Ball Lateral, floin 08 to 10 o'clock, 100 % _ CK within 8 inches of joint: NO , ram, t,5--J 1Z-I t) I I 65.27 RFJ Roots Fine Joint. from 02 to 04 o'clock, within 8 ok inches ofjoint: YES _ Insituform Renton 1( Page: 1 Citv : Renton Bravo EnviroWA BPAV*---o: 6705 NE 175ah St 98af City: Kenmore, WA 98028 Tel: 425-424-9000 Inv rnnmental Far: 4Ematt,Emait: -9002 Inspection Report / Inspection: 1 Date P/C. No Weather Surveyor's Name Pipe Segment Reference Section No. Dry Tim 5309123 5309124 16 Present Vehicle Camera Preset Pre -Cleaning Rate Jetting 1:252 Position Code Observation TFB Tap Factory Made Abandoned, at 10 o'clock, 6", rV1 U } ^ within 8 inches of joint: YES 1 Aband. 1 �, / vvv RBI Roots Ball Latef at, from 08 to 10 o'clock, 75 %, Ca�Gt���p - ok L within 8 latches of joint NO `` f<t"'a I RFJ Roots Fine Joint, from 09 to 03 o'clock, within 8 —OK inches of joint. YES RFJ Roots Fine Joint, from 09 to 03 o'clock, within 8 0K inches of joint: YES RFJ Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint YES S2 DAGS Deposits Attached Grease, 5 °loot cross sectional area, from 10 to 02 o'clock, , within 8 inches of joint: YES, Start RFJ Roots Fine Joint, from 08 to 04 o'clock, within 8 1 w / 1 Mi p inches of joint YES RBI Roots Ball Lateral, from 08 to 10 o'clock, 100 %, — within 8 inches of joint: NO TFB Tap Factory Made Abandoned, at 10 o'clock, 6", within 8 inches NO f Aband. of joint: j7/rj/t7� i�- RFJ Roots Fine Joint, from 09 to 03 o'clock, within 8 _ ak inches of joint YES RFJ Roots Fine Joint, from 08 to 04 o'clock, within 8 _ vk inches of joint: YES RFJ Roots Fine Joint, from 08 to 04 o'clock, within 8 _ Qk inches of joint YES RFJ Roots Fine Joint, from 02 to 04 o'clock, within 8 — vk inches of joint YES RFJ Roots Fine Joint, from 08 to 04 o'clock, within 8 — 01(— inches of joint. YES �N/=/j�Yit2U MWLS Water Level, Sag in pipe, 15 °hot cross sectional —�. ky 35�J i I I It — � Z area TFB Tap Factory Made Abandoned, at 10 o'clock, 6", within 8 inches of joint. YES ! Aband. RBL Roots Ball Lateral, from 08 to 10 o'clock, 100 °%, _^,C(50L within 8 inches of joint. YES TFA at 10 o'clock, 6", within 8 inches of joint: YES I Reinstate�`- n Ineitufn.m L !tee >? � - _� N--gam,.! i < I 'PI Citv • Reninn Bravo Environmental BMV*95 6705 NE 175th St CityKenmore, WA 9FA28 Tet 425-424-90W _ environmental Fax:49002 Emaailil E: Inspection Report / Inspection: 1 Date P/O. No. Weather Surveyor's Name Pipe Segment Reference Section No, Dr/ Tim 5309123 5309124 16 Present Vehicle Camera Preset Pre -Cleaning Rate Jetting 1:252 Position Code Observation RFJ Roots Fine Joint, from 09 to 03 o'clock, within 8 — inches of joint: YES RFJ Roots Fine Joint, from 09 to 03 o'clock, within 8 — C t. inches ofjoint: YES RFJ Roots Fine Joint, from 01 to 04 o'clock, within 8 — r)l( inches of joint: YES RFJ Roots Fine Joint, from 08 to 02 o'clock, within 8 — )K inches of joint: YES RFJ Roots Fine Joint, from 08 to 02 o'clock, within 8 inches of joint: YES F2 DAGS Deposits Attached Grease, 5 %of cross sectional area, from 10 to 02 o'clock, , within 8 inches of joint YES, Finish RFJ Roots Fine Joint, from 08 to 02 o'clock, within 8 dig inches of joint YES RFJ Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint YES RFJ Roots Fine Joint, from 08 to 04 o'clock, within 8 — Qk inches of joint: YES RFJ Roots Fine Joint, from 08 to 04 o'clock, within 8 — inches of joint YES RBL Roots Ball Lateral, from 08 to 10 o'clock, 100 %, within 8 inches of joint YES TFB Tap Factory Made Abandoned, at 10 o'clock, 6", p.Vik-rN within 8 inches of joint: YES / Aband.j- f� RFJ Roots Fine Joint, from 09 to 03 o'clock, within 8 _ pK inches of joint: YES TFB Tap Factory Made Abandoned, at 09 o'clock, 6" within 8 inches of joint YES / Aband. Insitutorm Renton 0 Page: 3 00 f O( EN Citv - Renton Bravo Environmental BRAVOw 6705 NE IINh St City: Kenmoremore,,WA 96028 env it t; ent©1 Tel. 425-424-9000 Fax 425-42J-9002 Email _ Inspection Report / Inspection: 1 Date PrO. No, Weather Surveycr's Name Pipe Segment Reference Section No Dry Tim 5309123 6309124 16 Present Vehicle Camera Preset Pre -Cleaning Rate Jetting 1:252 Position Code Observation 348.90 F1 SAV Surface Aggregate Visible, from 08 to 04 o'clock, �309112 within 8 inches of joint: YES, Finish 348.90 AMH Manhole/5309124 i SPR 0'R SPRI MPRI GPR 2709 4521 2 12J 726 2 2.21 —. 2FR -- Insituform Renton 11 Page: 4 c,ny : nenron BPAV*w Bravo Environmental 6705 NE 175M St Kennare, WA 98028 _ Tel: 425-424-9000 --�� Fax: 425-424-9002 environmental E-mall: Inspection Report / Inspection: 1 Date P/O. No Weather Surveyor's Name Pipe Segment Reference Section No 12/1/2011 Dry Tim 5309124 6309125 17 Certificate No. Survey Customer System Owner Date Cleaned Pre -Cleaning Sewer Category 04-7919 Jetting Street Sunset Blvd. Use of Sewer Sanitary Upstream MH 6309124 City Renton Drainage Area Dowstream MH 5309125 Loc. details Flow Control Not Controlled Dir. of Survey Downstream Location Code Length. surveyed 391.10 It Section Length 391.10 ft Purpose of Survey Capital Improvement Program Assessment Joint Length Year Laid Dia./Height 8 inch Year Rehahilitated Material Reinforced Concrete Pipe Tape / Media No. 11.28.11 Lining Method Add. Information : 1:432 Position Code Observation 0.00 AMH Manhole / 5309124 30912 2.92 S1 SAV Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start 7.45 RFJ Roots Fine Joint, from 02 to 04 o'clock, within 8 inches of joint: YES 16.12 RFJ Roots Fine Joint, from 08 to 04 o'clock, within 8 — dk inches of joint: YES 22.36 RFJ Roots Fine Joint, from 08 to 04 o'clock, within 8 4 inches of joint: YES 26.69 TFB Tap Factory Made Abandoned, at 09 o'clock, 6", rVN within 8 inches of joint: YES / Aband. IN/Y 264 9 RBI Roots Ball Lateral, from 08 to 10 o'clock, 70 °ro, — (C � f �` I r -24 H I within 8 inches of joint: NO 37.57 RFJ Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint YES 81.38 TFB Tap Factory Made Abandoned, at 10 o'clock. 6',V�� n within 8 inches of joint: YES / Aband. 111 95,38 MWLS Water Level, Sag in pipe, 20 %of cross sectional 0k area TFB Tap Factory Made Abandoned, at 10 o'clock, 6", NOT- �' No within 8 inches of joint: YES / Aband. T)() V Vl RBL Roots Ball lateral, from 08 to 10 o'clock, 85 %, -� 0I eo r,+ �r r� CJ> within 8 inches of joint: NO RFJ Roots Fine Joint, from 08 to 10 o'clock, within 8 inches of joint. YES 1 22 87 MWLS Water Level, Sag in pipe. 20 %of cross sectional _ GA area 1 22 44 RFJ Roots Fine Joint, from 01 to 04 o'clock, within 8 — Ok inches of joint YES Insitutorm Renton 11 Page: 1 (ltv Henf— Bravo Environmental BRAVOo 6705 NE 1751h Sr City: Kenmore, WA 96028 _- —�_—`--^ environmental Tel.425-424-9000 Fax: 425-424-9002 Finad Inspection Report / Inspection: 1 Date PIC. No. Weather Surveyor's Name Pipe Segment Reference Section No ❑ry Tim 5309124 5309125 17 Present Vehicle Camera Preset Pre -Cleaning Rate Jetting 1:432 Position Code Observation RFJ Roots Fine Joint, from 02 to 04 o'clock, within 8 - OK inches of joint: YES RFJ Roots Fine Joint, from 08 to 04 o'clock, within 8 - OK inches ofjoint. YES RFJ Roots Fine Joint, from 08 to 04 o'clock, within 8 dA. CvMrll?D inches of joint: YES CC Crack Circumferential, 8% from 08 to 04 o'clock, _ 6 within 8 inches of joint: YES /�;AN��vnl f� TFB Tap Factory Made Abandoned, at 10 o'clock, 6", within 8 inches of joint: YES / Aband. y' !T ? RBL Roots Ball Lateral, from 08 to 10 o'clock, 100 %, - Ok within 8 inches of joint: YES RFJ Roots Fine Joint, from 09 to 03 o'clock, within 8 - 01( Gp►LFr12-P..l%5� 1 inches of joint: YES '�I 1-4 q TFB Tap Factory Made Abandoned, at 10 o'clock, 6", (s,�r�i�� within 8 inches of joint: YES / Aband. V `' RFJ Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES TEA at 09 o'clock, 6", within 8 Reinstate RFJ Roots Fine Joint, from 08 to 04 o'clock, within 8 _ SK . HoB3eaJ 14 inches of joint: YES RFJ Roots Fine Joint, from 02 to 04 o'clock, within 8 Ok inches of joint: YES RFJ Roots Fine Joint, from 08 to 04 o'clock, within 8 - OK inches of joint: YES RFJ Roots Fine Joint, from 08 to 04 o'clock, within 8 Ok inches of joint: YES TFB Tap Factory Made Abandoned, at 10 o'clock, 6", within 8 inches of joint YES / Aband. RBL Roots Bali Lateral, from 08 to 10 o'clock, 100 %, _ OK t4,0 �,_J r t 17c� t within 8 inches of joint: YES Insitutorm Renton // Page: 2 City - P.m — Bravo Bravo a 6705 NE f 75Ih St WA 99al City: Kenmore, WA 98028 mo Tel:425-424-9000 __ _ environmental Fax 4-9007 Email Emarf : Inspection Report / Inspection: 1 Date P/O. No ',Veatier Surveyor's Name Pipe Segment Reference Section No. Dry Tim 6309124 6309125 17 Present Vehicle Camera Preset Pre -Cleaning Rate Jetting 1 1:432 Position Code Observation TFB Tap Factory Made Abandoned, at 10 o'clock, 6", �( �I within 8 inches of joint: YES / Aband. RBL Roots Ball Lateral, from 08 to 10 o'clock, 100 °k, — OTC within 8 inches of joint: YES FC Fracture Circumferential, 4", from 04 to 08 OK o'clock, within 8 inches of joint: YES RFJ Roots Fine Joint, from 08 to 04 o'clock, vJthin 8 per inches of joint YES RFJ Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES RFJ Roots Fine Joint, from 09 to 03 o'clock, within 8 inches ofjoint: YES RFJ Roots Fine Joint, from 09 to 03 o'clock, within 8 -i` inches ofjoint: YES RFJ Roots Fine Joint, from 08 to 04 o'clock, within 8 ' inches of joint: YES RFJ Roots Fine Joint, from 08 to 04 o'clock, within 8 - < inches ofjoint. YES RFJ Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YES F1 SAV Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches ofjoint: YES, Finish AMH Manhole / 5309125 OSR QtdR SIR MPR OPP �^RI iPRI OPRI 2311 452C 7 64 71 1.75 2.37 2.29 tnsituforrn Renton 0 Page: 3 L __1 t4tt- 'P,-P27 — J . 1- 1,47 )1/ SHOT S SF-6Mf--NT I cin, P—t— Bravo 11 rental BPAVOO NE 1751h St re WAr980286705 (<enmore, WA 98028__ Tel 425' 424 9000 e Inv rtonmen cd Fax 425-024 9002 Email Inspection Report / Inspection: 1 Date P/O. No 4'Vea6,er Surveyor's Name Pipe Segment Reference Section No. 12/212011 Dry Tim 5309125 5309126 18 Certificate No. Survey Customer System O,vne- Date Cleaned Pre -Cleaning Sewer Category 04.7919 Jetting Street Sunset Blvd. Use o' Sewer Sanitary Upstream MH 5309125 City Renton Drainage Area Dowslream MH 5309126 Loa details Flov: Control Not Controlled Dir. of Survey Downstream Location Code Length surveyed 270.24 ft Section Length 270.24 ft Purpose of Survey Capital Improvement Program Assessment Joint Length Year Laid D a /Height 8 inch Year Rehabilitated hlatarial Reinforced Concrete Pipe Tape / Media No. 11.28.11 Lining Method Add. Information : 1:690 Position Code Observation 0.00 AMH Manhole / 5309125 30912 2.92 SAV Surface Aggregate Visible, from 08 to 04 o'clock, - Olt Gv&sF1 zIM Gh within 8 Inches of joint: YES, Start J F tr-bS" t 2/R/ rj rS1 12.99 TFB Tap Factory Made Abandoned, at 10 o'clock, 6", within 8 inches of joint: YES / Aband. t �i 31.53 TFB Tap Factory Made Abandoned, at 10 o'clock, 6", N ©� within 8 inches of joint: YES / Aband. G >9lu► ri �-«jZ�? 44.89 CM Crack Multiple, 3", from 04 to 07 o'clock, within 8 _ o jr J Hdiyw.� r Zl inches of joint: YES 02 RFJ Roots Fine Joint, from 03 to 05 o'clock, within 8 — CxC ate,=, ,y9j inches of joint: YES 77.35 TFB Tap Factory Made Abandoned, at 10 o'clock, 6", within 8 inches of joint: YES / Aband. OJC 100.52 RFJ Roots Fine Joint, from 08 to 01 o'clock, within 8 inches of joint: YES 1/y Jy� jv 117.04 TFB Tap Factory Made Abandoned, at 10 o'clock, 6", within 8 inches of joint: YES / Aband. 181.20 TFB Tap Factory Made Abandoned, at 10 o'clock, 6", f 1V r Y V ► v1 c �- Ct� 33 within 8 inches of joint: YES / Aband. t f 22 8 I RFJ Roots Fine Joint, from 09 to 12 o'clock, within 8 Inches of joint: YES CAT, 232 37 TFC Tap Factory Made Capped, at 10 o'clock, 6", within 8 inches of joint: YES / Aband. DOW17 12) q� I I r 2?6 71 DAGS Deposits Attached Grease, 5 %of cross sectional ` Ok area, from 10 to 03 o'clock, , within 8 Inches of joint: YES 267.92 F1 SAV Surface Aggregate Visible, from 08 to 04 o'clock, _O f C within 8 inches of Joint: YES, Finish 30912� 270.24 AMH Manhole 15309126 QSR QMR SPR MPR CPR SPRI MPRI OPRI 3100 8 11 2.2 2400 3 3 2 insituform Renton /I Page: 1 SH tiT 6 56 cM i /'JY I Z Citv : Renton Bravo mental BRAV40w 6705 NE f 75th St 96028 Kenmore. WA 98028 Kenmore. environmental Tel: 425-424-9000 Fax E-mai74.9002 E-mad: Inspection Report / Inspection: 1 Dale P/O. No. Weather Surveyor's Name Pipe Segmeni Reference Section No. 1212/2011 Dry Tim 5309126 5309131 21 Certificate No. Survey Customer System Owner Date Cleaned Pre -Cleaning Sewer Category 04-7919 Jetting Street Sunset Blvd. Use of Sewer Sanitary Upstream MH 5309126 City Renton Drainage Area Dowstream MH 5309131 Loc. details Flow Control Not Controlled Dir. of Survey Downstream Location Code Length surveyed 202.15 ft Section Length 202.16 ft Purpose of Survey Capital Improvement Program Assessment Joint Length Year Laid Dia./Height 8 Inch Year Rehabilitated Material Reinforced Concrete Pipe Tape / Media No. 11.28,11 Lining Method Add, Information: 1:510 Position Code Observation 'k 30912 0.00 AMH Manhole ! 5309126 61.64 FT 2.92 S1 SAV Surface Aggregate Visible, from 08 to 04 o'clock, —oK within 8 inches of joint: YES, Start 4.73 TFC Tap Factory Made Capped, at 10 o'clock, 6", �}�� Within 8 inches of joint: YES �j 1-7 56A0 TFC Tap Factory Made Capped. at 10 o'clock, 6", �� U{ within 8 Inches of joint YES / Aband. �1 L' C 44 C-- t P-m. 'b 61.64 B Broken, 8", from 12 to 12 o'clock, within 8 inches _ bk J . VtW8`, 1 2) PEI it of joint: YES 105.15 TFC Tap Factory Made Capped, at 10 o'clock, 6", within 8 inches ofjoint: YES / Aband. C�yFrR ( ie'i1 1 66.43 JOM Joint Offset Medium, 1" — p)C J. Ha13yc, E 12,f �, U 157.03 TFC Tap Factory Made Capped, at 10 o'clock, 6", o rL n 1 within 8 inches of joint: YES / Aband. I V Gm4t�k t7+a �tj 176.77 H Hole, 2", from 05 to 07 o'clock, within 8 inches of joint YES 202 15 F1 SAV Surface Aggregate Visible, from 08 to 04 o'clock, _ OIL within 8 inches of joint: YES, Finish 202.15 AMH Manhole / 5309131 30913 QSR QMR SPR MPR OPR SPRI MPRI OPRI 6211 0000 11 t 0 11 3.67 — — 0 - - - 3.67 Insituform Renton /1 Page: 1 5,q c,, ) ScMEd-f 13 e6 hrexf Loy,) nit P—t— Bravo EnvWnfdl B_ V 6705 NE 175th S!A Kenmore, WA 98U2d 98 TH:425.424.9000 _ Fax 425424900? environmental E-mail Inspection Report / Inspection: 1 Dale P/O. No. Weather Surveyor's Name Pipe Segment Reference Section No 12/2/2011 Dry Tim 5309153 5309152 20 Ce bficate No Survey Customer System Owner Date Cleaned Pre -Cleaning Sewer Category 04-7919 Jetting Street 12th Ave NE Use of Sewer Sanitary Upstream MH 6309153 City Renton Drainage Area Dowslream MH 5309152 Loc. details Flow Control Not Controlled Dir. of Survey Downstream Location Code Length surveyed 2.92 ft Section Length 2,92 ft Purpose of Survey Capital Improvement Program Assessment Joint Length Year Laid Dia./Ileight 0 inch Year Rehabilitated Material Reinforced Concrete Pipe Tape / Media No. 11.28.11 Lining Method Add. Information 1:50 Position Code Observation 30915 0.00 AMH Manhole / 5309153 2.92 F T 2.92 BVV Broken Void Visible, 8", from 12 to 06 o'clock, - 5"UvLn Be uK - within 6 inches ofjoint. YES 2.92 MSA Surrey Abandoned / Break in Pipe LATLP-AL CO- C)'E -FCC—, oF ING To -TWO SEPApArC- M��s 1�✓ `�iE P110E THC- C(�MC2 A CoV L,p Nam' �c-1- TH2oU C-�� �o QSR QtIR 0000 SPR mr,R 0 OPz smi MPRI OPRI 5100 5 5 1 5 0 5 msitutorm Kenton o rage: 1 SH uT 7 58 C nAC dT I l Z BRAVO_ Bravo Environmental 6705 NE 175th St Kenmore, WA 98028 Tel..,425-424-9000 --environmental faz:425-424-9002 E-mail. Inspection Report / Inspection: 1 Date P/O. No. bNcather Surreyor's Name P pe Segment Reference Section No. 11/30/201 1 Dry Tim 6309153 5309152 12 Certificate No Survey Customer System O.vne Date Cleaned Pre -Cleaning Sewer Category 04.7919 Jetting Street Kirkland Ave NE Use of Sewer Sanitary Upstream MH 5309153 City Renton Drainage Area Dowstream MH 5309152 Loc. details Flow Control Not Controlled Dir. of Survey Upstream Location Code Length surveyed 131.24 ft Section Length 131.24 It Purpose of Survey Capital Improvement Program Assessment Joint Length Year Laid Dia-/Height 8 Inch Year Rehabilitated Material Reinforced Concrete Pipe Tape / Media No. 11.28.11 Lining Method Add. Information: 1:330 Position Code Observation ;r L' 0.00 AMH Manhole 5309152 30915 2.92 S1 SAV Surface Aggregate Visible, from 08 to 04 o'clock, _ G� r within 8 inches of Joint: YES, Start 2.92 MWLS Water Level, Sag In pipe, 10 %of cross sectional _ t', 130.43 FT area 29.51 TFB Tap Factory Made Abandoned, at 02 o'clock, 6",(� EN within 8 inches of joint: YES / Abandon j Jli / J I /Z 58.12 B Broken, 3", from 04 to 08 o'clock, within 8 inches •- dIC G��rt �zr�v� of joint: YES 92.97 RPR Repair Pipe Replaced, within 8 inches ofjoint: YES/PVC 92.97 MMC Material Change, Polyvinyl Chloride (PVC) e-0,3, R t' 97.70 TFA at 10 o'clock, 4", within r� )PL IV 8 inches 0 oln : ES einstate J 101.43 MMC Material Change, Reinforced concrete pipe s) r t 102.03 TB Tap Break -In, at 02 o'clock, 6", within 8 inches of Joint: YES /Abandon 103.94 TBA -tit,`•'^-� t 09 o'clock, 6", within 8 t y �,N "�" tt N Inc es o loin : Abandon 1 J .%kGR 130.43 BW Broken Void Visible, 6", from 03 to 07 o'clock, — 514odI,0 U 04 J z)Q11 +I within 8 Inches of joint: YES 131.24 TBI Tap Break -In Intruding, at 10 o'clock, 6", 2", within 'Do l 8 inches YES l Abandon of joint: V 1G 131.24 F1 SAV Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish 131.24 MSA Survey Abandoned / Break In Pipe QMR SPR MPR OPR SPRI MPRI OPRI 5221 4ico 12 4 16 4 4 4 Insituform Renton /t Page: 1 HOT r,;h, - Q-11' Bravo Environmental BRAV*w 6705 NE 175rh St Kenmore, WA 96026 Ter 425-424-90c0 _ Fax 425.424.9002 environmental E-mail: Inspection Report / Inspection: 1 Date P/O, No. Weather Surveyor's Name Pipe Segment Reference Section No. 1113012011 Dry Tim 6309152 6309151 13 Certificate No. Survey Customer System Owner Date Cleaned Pre -Cleaning Sewer Category 04.7919 Jetting Street NE 12th St Use of Sewer Sanitary Upstream MH 5309152 City Renton Drainage Area Dowstream MH 6309151 Loc, details Flow Control Not Controlled Dir. of Survey Downstream Location Code Length surveyed 221.39 it Section Length 221.39 ft Purpose of Survey Capital Improvement Program Assessment Joint Length Year Laid Dia.lHeighl 8 inch Year Rehabilitated Material Reinforced Concrete Pipe Tape / kledia No. 11.28.11 Lining Method Add. information 1:555 Position Code Observation 0.00 AMH Manhole/5309152 '30915 0.20 S1 SAV Surface Aggregate Visible, from 08 to 04 o'clock, 64 within 8 inches of joint: YES, Start 6.24 MWLS Water Level, Sag in pipe, 15 %of cross sectional - OK area wr.F 47.54 TF Tap Factory Made, at 02 o'clock, 6", within 8 i1n O T OP L-N , tom, i 1 inches of joint: YES / Abandon 63.45 TFB Tap Factory Made Abandoned, at 10 o'clock, 6", N� ows 1�0 ��� s �E,D within 8 inches of joint: YES / Abandon 79.47 MWLS Water Level. Sag in pipe, 20 %of cross sectional Ok area TBI Tap Break-in Intruding, at 02 u clock, 6", 1 ", within ..�r .� OK � NV 1 OPEN 8 inches of joint: YES! Abandon Vim felo,< TD WAHAIC� L l 97 L6 T81 �t 09 o'clock, 6", 2", within - _ n es of joint Y ! Reinstate 103.74 MWLS Water Level. Sag in pipe, 20 %of cross sectional Uk area 11614 TBI Tap Break-in Intruding, at 02 o'clock, 6", 1", within oK o Nc5) 8 inches of joint YES/Aband C or4 134.97 MWLS Water Level, Sag in pipe. 20 %of cross sectional J.i+�s�,ll��i area 144.84 TBB Tap Break -In Abandoned, at 02 o'clock, 6", within {{ �J(j IV -3\k 8 inches of joint: YES / Aband 153.80 TFB Tap Factory Made Abandoned, at 09 o'clock, 6".�^? - I within 8 inches of joint. YES / Aband. 111111%%% f if 221.39 F1 SAV Surface Aggregate Visible, from 08 to 04 o'clock, — OK � �do35vrJ (L+ within 8Inches of joint: YES, Finish 3 915 221.39 AMH Manhole / 5309151 OSR OMR SPR MPR CPR SPRI MPRI OPRI 2400 4132 8 19 18 2 3.33 2.57 1nsRuform Renton R Page:1 J ;5. 1 L ► �.�� �c - __A v1--m, s,,j 17-11,/, f 5H v7 <4 �Y,G M E ArT ) 45 rin, • as t— Bravo Environmental ��� 6705 NE f 75/h St Kenmore, WA 98028 Tel: 425-424-90W _ Far. 425-424-9002 environmental E-ma.! Inspection Report / Inspection: 1 Date P/0 No. Weather Surveyor's Name Pipe Segment Reference Section No. 11/30/2011 Dry Tim 5309151 5309149 14 Certificate No. Survey Customer System Owner Date Cleaned Pre -Cleaning Sewer Calegery 04-7919 Jetting Street NE 12th St Use of Sewer Sanitary Upstream MH 6309151 City Renton Drainage Area DowstreamMH 6309149 Loc. details Flow Control Not Controlled Dir. of Survey Downstream Location Code Length surveyed 371.16 ft Section Length 371.16 ft Purpose of Survey Capital Improvement Program Assessment Joint Length Year Laid Dia./Height 8 inch Year Rehabilitated Material Reinforced Concrete Pipe Tape / Media No. 11,28,11 Lining Method Add. Information 1:810 Position Code Observation AMH Manhole / 5309151 S1 SAV Surface Aggregate Visible, from 08 to 04 o'clock, - I�K within 8 inches ofjoint: YES, Start MWLS Water Level, Sag in pipe, 20 %of cross sectional PP - J{� 21.45 FT area RPPD Repair Patch Defective, from 09 to 03 o'clock, r� K within 8 inches of joint: YES / bricks TBt Tap Break -In Intruding, at 02 o'clock, 6", 2", within _ -f F IM p(z iw- TO 8 inches NO / Aband. �} ��/�J t•v�v1' of joint: N/�') t 2 �1 TBI at 02 o'clock, 6", 2", within — O kC tnc es o to n : Reinstate tam ` (2•+'j��lt MWLS c Water Level, Sag in pipe, 20 hof cross sectional _ OK •N ovS� area TBB Tap Break -In Abandoned, at 02 o'clock, 6", withinw NO-F (WE8 inches of joint: NO / Aband. CC' � F TFB Tap Factory Made Abandoned, at 10 o'clock, 6", •� �[1 � �tl �11 � ( • �� ► 1 `i35V- t S t within 8 inches of joint: YES / Aband. d ZI I TFB Tap Factory Made Abandoned, at 02 o'clock, 6", t� ' l! t 1 JV within 8 inches of joint: YES / Aband. MWLS Water Level, Sag in pipe, 20 %of cross sectional _ tK area TFB Tap Factory Made Abandoned, at 02 o'clock, 6", T)U within 8 inches of joint: YES / Aband. S2 DAGS Deposits Attached Grease, 5 %of cross sectional vk TFB area, from 09 to 03 o'clock, , within 8 inches of joint: YES, Start Tap Factory Made Abandoned, 10 6", (' PPG r at o'clock, f j (,� J within 8 inches of joint: YES / Aband. TBA at 03 o'clock, 6", within 8 v V I' Inc es o loln : /Reinstate r2-1%l14 Insituform Renton // Page: 1 cif,, P—t Envir Bravo BRANOw 6705 NE 175th St City: Kenmore, WA 98028 more, WA 980l Tel.425-424-9000 _ �environmentai Fax 4-9002 Email: Email. Inspection Report / Inspection: 1 Date P(O. No 'Weather SLINeyor's flame Pipe Segment Reference Secticn No. Dry Tim 6309161 6309149 14 Present Vehicle Camera Preset Pre -Cleaning Rate Jetting I1:810 Position Code Observation TFB Tap Factory Made Abandoned, at 02 o'clock, 6", within 8 inches of joint: YES / Aband. J �.rloBsa k CC Crack Circumferential, 4", from 00 to 03 o'clock, _ vK , within 8 inches of joint: YES RFB Roots Fine Barrelt, from 09 to 03 o'clock, within 8 , UK inches of joint: YES F2 DAGS Deposits Attached Grease, 5 %of cross sectional q area, from 09 to 03 o'clock, , within 8 inches of joint: YES, Finish F1 SAV Surface Aggregate Visible, from 08 to 04 o'clock, — OK within 8 inches ofjoint: YES, Finish AMH Manhole / 5309149 - 4123 2'2C S 1R Aso— -- } 61R Z-2' T 17f 2.18 I Insituform Renton 11 Page: 2 1-2- 1 1-- 111 City: Renton Bravo Environmental BPAV 6705 NE 175th St Kenmore, WA 9E028 Tel. 425-424-90M _ Fax: 42S424-9002 e vn ironmental E-ma Inspection Report / Inspection: 1 Date P/O. No. 1,V'eather Surveyor's Name Pipe Segmert Reference Section No. 1212/2011 Dry Tim 6309149 6309003 19 Certificate No. Survey Customer System Owner Date Cleaned Pre -Cleaning Sewer Category 04-7919 Jetting Street 12th Ave NE Use of Sewer Sanitary Upstream MH 5309149 City Renton Drainage Area Dowslream MH 6309003 Loc. details Flow Control Not Controlled Dir. of Survey Downstream Location Code Length surveyed 353.03 ft Section Length 353.03 It Purpose of Survey Capital Improvement Program Assessment Joint Length Year Laid Dia /Height 8 inch Year Rehabilitated Material Reinforced Concrete Pipe Tape / Media No. 11.28.11 Lining Method Add Information : 1:828 Position Code Observation 0.00 AMH Manhole / 5309149 j;30914 2.92 S1 SAV Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of Joint: YES, Start 5 5,04 MWLS Water Level, Sag in pipe, 20 %of cross sectional area 22.96 TFB Tap Factory Made Abandoned, at 10 o'clock, 6",Itr v within 8 inches of joint: YES / Aband. TFB P Factory Ta Facto Made Abandoned, at 02 o'clock, 6",within �,�' �Q bo N V t fN � l t40.89 8 inches of joint: YES / Aband. H Hole, 2", from 06 to 07 o'clock within 8 inches of - 6k joint: YES 714.03 RFJ Roots Fine Joint, from 12 to 02 o'clock, within 8 OK inches of joint. YES 129.93 TFA at 10 o'clock, 6", within 8 nc es o o n : instate 145.24 TFA at 02 o'clock, 6", within op 8 inches o joint: Y instate 219,88 MWLS Water Level, Sag in pipe. 10 %of cross sectional — �K area ^(�z 221.19 op v TBB Tap Break -In Abandoned, at 02 o'clock, 6", within V� ' 'A 8 inches of joint: YES / Aband. ��� CG 4 G 24536 MWLS Water Level, Sag in pipe, 15 %of cross sectional .. OK � 5` area 54.52 TBA at 02o'clock, 6", within 8 n r - / C car Inc e5 o joint YE /Reininstate I [,� 1 � ' 57.44 TFA t 10 o'clock, 6", within 8 inches o Point: Y elnstate 328 96 S2 DAGS Deposits Attached Grease, 5 %of cross sectional area, from 10 to 02 o'clock. , within 8 inches of joint YES, Start Insituform Renton // Page: 1 i1e:35rr•� 1 ZI'tr' N Lit..jiz — __s �� � t-z eft Citv • Rantn Brava Environmental BMW6705 VO EVE 175th St City: Kenmore, WA96028 _ environmental Tel: 425-424-8000 Fax 4Emad., -90t12 Email: Inspection Report / Inspection: 1 Dale P/O. No. Weather Surveyor's Nrn,e P,pe Segment Reference Section No Dry Tim 5309149 5309003 19 Present Vehicle Camera Preset Pre -Cleaning Rate Jetting 1:828 Position Code Observation 353.03 F2 DAGS Deposits Attached Grease, 5 %of cross sectional Vj< 30900 area, from 10 to 02 o'clock, , within 8 inches of joint: YES, Finish 353.03 F1 SAV Surface Aggregate Visible, from 08 to 04 o'clock, — Ok within 8 inches ofjoint: YES, Finish 53.03 AMH Manhole / 5309003 SPR MPR CPR SPRI MPRI CPRI 4123 2600 10 12 22 2.5 2 2.2 Insituform Renton If Page: 2 L 1 tv k-_ - s: rt s j Z I,ej I, r City . Renton BravaEnvironmental n98028 V*,,v_ 6705 NE 175th St W Kenmore, WA 9F028 re, Ter: 425-424-90W _BP ne v,ronmental Fax 425 E-mad: Inspection Report / Inspection: 1 Date P(O. No. Weather Surveyor's Name Pipe Segment Reference Section No. 11/28/2011 Dry Tim 6309024 5309025 2 Certificate No. Survey Customer System Owner Date Cleaned Pre -Cleaning Sewer Category 04-7919 Jetting Street Edmonds Ave NE Use of Sewer Sanitary Upstream MH 6309024 City Renton Drainage Area Dowstream MH 5309025 Loc details Flow Control Not Controlled Dir. of Survey Upstream Location Code Length surveyed 232.37 ft Section Length 232.37 ft Purpose of Survey Capital Improvement Program Assessment Joint Length Year Laid Dia./Height 8 inch Year Rehabilitated Material Reinforced Concrete Pipe Tape / Media No. 11,28.11 Lining Method Add. Information 1:540 Position Code Observation M ;Sn ' 0.00 AMH Manhole ! 5309025 30902 5,84 MWLS Water Level, Sag in pipe, 15 °oof cross sectional area 6.95 MWM Water Mark, 35 %of cross sectional area - OK 28 6 FT 8.96 S1 �, . SAV Surface Aggregate Visible, from 08 to 04 o'clock, - e�K within 8 inches of joint: YES, Start 28.61 RPP Repair Patch, from 11 to 01 o'clock, within 8 — inches of joint: YES 38.27 TBA at 10 o'clock, 6", within 8 147.76 FT me es o joint: t z C�rd►� S,No�jv►� �� it 147.76 RPP Repair Patch, from 10 to 02 o'clock, within 8 _ 01 inches of joint: YES ^ BSV Broken Soil Visible, 6", from 03 to 10 o'clock, _ 014 within 8 inches of joint: YES !• [17 MWM Water Maik, 50 %of cross sectional area — 4* 154.21 FT B Broken, 4", at 03 o'clock, within 8 inches of joint — 6K ► YES H Broken, 3", at 09 o'clock, within 8 inches of joint: a YES . 201.04 RPP Repair Patch, from 09 to 03 o'clock, within 8 '•'r — (J inches ofjoint: YES /205.37 201.04 FT MWLS Water Level. Sag in pipe. 25 %of cross sectional — area 207.39 BSV Broken Soil Visible, 4", from 10 to 02 o'clock, _ Ok within 8 inches of joint: YES 210.11 DSC Deposits Settled Compacted, 5 %of cross sectional area, from 04 to 06 o'clock, , within 8 inches of joint: YES 207.39 FT Insituform Renton ll Page: 1 Li K1 t� P, PE7- - __� �Ira 3c;-J 1 �- ) -,�, / 1, City Renfnn Envir Bravo BRAV*w% 6705 NE 1751h St City: Kenmore, WA 9802E more, WA 980l Tef: 425-424-90W Fax 4Emad..9002 environmental Email: Inspection Report / Inspection: 1 Date P/O. No �Naather Surveyor's Name Pipe Segment Reference Section No. Dry Tim 63090246309026 2 Present VehVQ Camera Preset Pre Cleaning Rate Jetting 1:540 Position Code observation 219.27 BSV Broken Sal Visible, 4", from 10 to 02 o'clock, — K within 8 inches of joint: YES 2:2.3 F1 SAV Surface Aggregate Visible, from 08 to 04 o'clock, _ K 3090 within 8 inches of joint: YES, Finish AMH Manhole/5309024 Ui? OMR SF% WR OPR SPF MPRI OPRI 5342 2100 33 12 36 3.67 2 3.5 Insituform Renton 11 Page: 2 NOT ) U SE6AAENT I City Rentnn BravoEnvironmental 6705 NE 1751h SI Kenmore, NA 98028BV*io Tel. 425,424-9000 environmental Fac 42S424-9002 E-mail: Inspection Report / Inspection: 1 Date P/O. No. Weather Surveyor's Name Pipe Segment Reference Section No. 11/2812011 Dry Tim 5309043 5309033 1 Certificate No. Survey Customer System Owner Date Cleaned Pre -Cleaning Sewer Categori 04-7919 Jetting Street Ferndale Circle Use of Sewer Sanitary Upstream MH 5309043 City Renton Drainage Area DowstreamMH 6309033 Loc, details Flow Control Not Controlled Dir of Survey Downstream Location Code Length surveyed 282.32 ft Section Length 282.32 ft Purpose of Survey Capital Improvement Program Assessment Joint Length Year Laid Dia /Height 8 inch Year Rehabilitated Material Polyvinyl Chloride Tape / Media No, 11.28.11 Lining Method Add, Information 1:324 Position Code Observation 0.00 AMH Manhole 15309043 3.32 MWLS Water Level, Sag in pipe, 10 %of cross sectional - rj)( JK6.14 area MMC Material Change, Reinforced concrete pipe 66.58 FT • 1 it ` �i 14.60 S1 ,.� SAV Surface Aggregate Visible, from 08 to 04 o'clock, 3lt• within 8 inches ofjoint: YES, Start 22.36 CS Crack Spiral, 4", from 02 to 09 o'clock, within 8 _ r,K .. inches ofjoint: YES ' 4593 MWLS Water Level, Sag in pipe, 10 %of cross sectional ,. GjC 137.59 FT area 1 50.76 TBA c' ® at 02 o'clock, 6", within 8 UI E_ Inc es o join riJY�lr .i:. 54.19 TBB Tap Break-in Abandoned, at 02 o� G'c, 6", within / 8 inches ofjoint: YES ! 1<J NtJT 57.31 I FB at 10 o'clock, 6",L(� cal In Inc es ofjoint: NO No$yvn) 173.95 FT 57.31 MGO General Observation, within 8 inches ofjoint: YES - Rodent C6 58 H Hole, 2' , from 05 to 06 o'clock, within 8 inches of joint; NO 68.39 B Broken, 3", from 12 to 02 o'clock. within 8 inches of joint YES 224 01 FT 82.19 MWt S Water Level, Sag in pipe, 5 %of cross sectional area 98.71 MWLS Water Level, Sag in pipe, 5 %of cross sectional area 11 t50 MWLS Water Level, Sag in pipe, 5 %of cross sectional area Insituform Renton // Page: 1 Citv - Rent - Bravo Environmental 6705 NE 175th St Cdy: Kenmore, WA 98028 environmental Tel. 425�424-9000 Fax: 4E25- -9002 mail Email: Inspection Report / Inspection: 1 Date P/O, No. Weather Surveyor's Name Pipe Segment Reference Section No Dry Tim 6309043 6309033 1 Present Vehicle Camera Preset Pre -Cleaning Rate Jetting 1:324 Position Code Observation MWLS Water Level, Sag in pipe, 5 %of cross sectional CIS area BVV Broken Void Visible, 4", from 08 to 10 o'clock, - eX( within 8 inches of joint: YES MWLS Water Level, Sag in pipe, 10 %of cross sectional - ()K area B Broken, 4", from 05 to 07 o'clock, within 8 inches of joint: YES BSV Broken Soil Visible, 4", from 03 to 08 o'clock, within 8 inches of joint: YES MWLS Water Level, Sag in pipe, 10 %of cross sectional area B Broken, 4", from 03 to 09 o'clock, within 8 inches of joint: YES BSV Broken Soil Visible, 4", from 06 to 08 o'clock, — within 8 inches of joint: YES Nam► -'c 4 AtJy A-` Int TN1 ARLA , apt TBB Tap Break -In Abandoned, at 10 o'clock, 6", within 8 inches of joint: NO t it TFB Tap Factory Made Abandoned, at 02 o'clock, 6", within 8 inches of joint: YES , N1WLS Water Level, Sag in pipe 10 %of cross sectional - v� area MWLS Water Level, Sag in pipe, 5 %of cross sectional area F1 SAV Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint YES, Finish OK AMH Manhole / 5309033 QSR QMR SPR MPR OPR SPRI MPRI O fll 5542 0000 55 0 55 3.06 0 3.06 Insituform Renton 11 Paae: 2 LiIIi` PF>e - -A- HVgsf,,J t_ 111l1 Ic,M1� City : Renton Bravo Environmental BPAV6 6705 NE 1751h St Kenmore, WA 98028 environmental TO 425-424-9000 Fax E-mail4-9002 E-ma4: Inspection Report / Inspection: 1 Date P/O. No. Weather Surveyor's Name Pipe Segment Reference Section No 11130/2011 Dry Tim 5309155 5309154 10 Certificate No. Survey Customer System Owner Date Cleaned Pre -Cleaning Sewer Category 04-7919 Jetting Street Sunset Blvd Use of Sewer Sanitary Upstream MH 6309165 City Renton Drainage Area Dowstream MH 5309154 Loc. details Flow Control Not Controlled Dir. of Survey Downstream Location Code Length surveyed 412.15 ft Section Length 412.15 ft Purpose of Survey Capital Improvement Program Assessment Joint Length Year Laid Die /Height 8 Inch Year Rehabilitated Material Reinforced Concrete Pipe Tape / Media No. 11.28.11 Liring Method Add. Information 1:648 Position Code Observation 0.00 AMH Manhole 15309155 30915 11 ;>, FBI Tap Break -In Intruding, at 10 o'clock, 6", 2", within 8 inches of joint: YES / Abandon I,Ir/I — TieI M P to "� r((; PiT ram- 0FEn, 46 13 MWL S Water Level, Sag in pipe, 5 %of cross sectional Ok C-P" . Ng,' I, area A 68.19 DSC Deposits Settled Compacted, 5 %of cross sectional area. from 07 to 08 o'clock, , within 8 inches of joint YES 70.51 MWLS Water Level, Sag in pipe, 5 %of cross sectional (3►` area 77.96 TBI Tap Break -In Intruding, at 10 o'clock, 6", 2", wilhin _)RIM 11 1 Ktu' To 8 inches of joint YES / Abandon (�t , - OVEN 91 76 S1 SAV Surface Aggregate Visible, from 02 to 10 o'clock, _ �� ""• J • N �x35i " It, within 8 inches of joint: YES, Start 105.46 TBA ijv>r at 12 o'clock, 6", within 8 P�>r V J i-" -�.l l2lrvl u f inches o torn : S !Reinstate 108.68 TBI Tap Break -In Intruding, at 10 o'clock, G", 1", within — dIC (1y� Nu) k Cri 8Inches ofjoint.NOIMandon (✓✓''" � wr. , %43,-14 165.18 MWLS Water Level. Sag in pipe, 5 %of cross sectional — area 165.69 DAE Deposits Attached Encrustation, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 — 166.90 inches of joint YES TB Tap Break -In, at 10 o'clock, 6", within 8 inches of (,� � YES / Abandon 1 joint: 01.04 TB Tap Break -In, at 10 o'clock, 6", within 8 inches of �U /ltj ('Pc n) joint* NO I Abandon '1 Y 258.25 RFJ Roots Fine Joint, from 09 to 03 o'clock. within 8 — dK inches of joint: YES 258.75 Tel Tap Break In Intruding, at 10 o'clock, W. i`, wflhin & inches of joint: YES / Abandon Gv�,� S • 1t-35-rJ 1 2� I11 Insituform Renton // Page: 1 .ant. r:iW R—f— Environmental BV 6705 NE 175fh St laoTel. City City: Kennwre. WA 98028 Kenmore, 425-424-9000 mental Fax: 425-424-9002 Email: Inspection Report / Inspection: 1 Dab- PIO. No. Weather Surveyors Name P pe Segment Reference Section No Dry Tim 63091555309164 10 Present Vehicle Camera Preset Pre Cleaning Rate Jetting 1:648 Position Code Observation RFJ Roots Fine Joint, at 02 o'clock, within 8 inches of joint YES RFJ Roots Fine Joint, from 01 to 03 o'clock, within 8 — Uk inches of joint: YES MVVLS Water Level, Sag in pipe, 5 %oof cross sectional — OK area TBI Tap Break L, Intruding, at 10 o'clock, 6", 1", within f�Ily� pQtaia L1NjrIC, 8 inches of joint: YES /Abandon ", w I'c7T- t V"f-ii � MWLS Water Level, Sag in pipe, 10 %of cross sectional _ OK F area J Vt ,, rJ t q'&I tl MWLS Water Level, Sag in pipe, 5 %of cross sectional — ok area F1 SAV Surface Aggregate Visible, from 02 to 10 o'clock, within 8 inches ofjoint: YES, Finish AMH Manhole/5309154 CS (".+P SPR MPR OPR S-Pi MPRI OPRI 26CC 4233 12 27 39 - -� — - — 2.7 2.44 Ins Reform Kenton It Page: 2 :5Mvr II SEGMENT 20 rtlw • P-1 ravo mne BRAV41w 6705 NE 175th St W KennEnvironmental Kenmore, WA 98028 re' 28 Tel: 425.424-M _ environmental Fax: 425 424-IJ002 E--mail. Inspection Report / Inspection: 1 Date P/C. No, Weather Surveyor's Name Pipe Segment Reference Section No. 11/2912011 Dry Ti. 5309154 5309153 1 11 Certificate No. Survey Customer System Owner Date Cleaned Pre -Cleaning Sewer Category 04.7919 Jetting Street Sunset Blvd Use of Sewer Sanitary Upstream MH 6309154 City Renton Drainage Area Dowstream MH 5309163 Loc. details Flow Control Not Controlled Dir. of Survey Downstream Location Code Length surveyed 83.60 ft Section Length 83.60 ft Purpose of Survey Capital Improvement Program Assessment Joint Length Year Laid Dia./Height 8 inch Year Rehabilitated Material Reinforced Concrete Pipe Tape / Media No 11.28.11 Lining Method Add. Information 1:210 Position Code Observation (30915 0.00 AMH Manhole / 5309154 2.92 S1 SAV Surface Aggregate Visible, from 01 to 11 o'clock, K within 8 inches of joint: YES, Start 17.63 TFA at 10 o'clock, 6", within�� 8 inches of joint: YES einstate r— AP a.>, VJ J. to r _ 4 60 MWLS Water Level, Sag In pipe, 5 %of cross sectional y, area . I 81.99 F1 SAV Surface Aggregate Visible, from 01 to 11 o'clock, within 8 inches ofjoint: YES, Finish K 83.60 AMH Manhole / 5309153 30916 OSR QMR SPR MPR CPR SPRI MPRI rift 2100 0000 2 0 _-- 2 2 0 2 Insltutorm Kenton 1l Rage: 1 L. 11.1 c Vt pt= - -_S 0C B5-,, t l Z' e' l I DAILY INSPECTION DIARY DAY: DATE: WORK PERIOD: a.m./p.m. to a.m./p.m. WEATHER: TEMP. MAX OF MIN OF PRECIPITATION: WORK ACCOMPLISHED TODAY: CONTRACTOR SIGNATURE INSPECTOR SIGNATURE REPORT DATE: DAILY INSPECTION DIARY DAY: 5 DATE: WORK PERIOD: a.m./p.m. to WEATHER: TEMP. MAX OF MIN OF PRECIPITATION: WORK ACCOMPLISHED TODAY: a.m./p.m. REPORT �C, CONTRACTOR SIGNATURE INSPECTOR SIGNAT E DATE: DAILY INSPECTION DIARY REPORT DAY: !%) DATE: /2-/1y//l WORK PERIOD: a.m./p.m. to WEATHER: TEMP. MAX OF MIN OF PRECIPITATION: WORK ACCOMPLISHED TODAY: 17c i T ih a.m./p.m. CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: DAILY INSPECTION DIARY REPORT �k DAY: DATE: WORK PERIOD: a.m./p.m. to a.m./p.m. WEATHER: TEMP. MAX OF MIN OF PRECIPITATION: WORK ACCOMPLISHED TODAY: �- CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: DAILY INSPECTION DIARY DAY: ^10zi DATE: /z / A/# WORK PERIOD: a.m./p.m. to WEATHER: TEMP. MAX OF MIN OF PRECIPITATION: WORK ACCOMPLISHED TODAY: 04 lae an • r• 1-&- " 55AlM --*I I s2yo s05 CONTRACTOR SIGNATURE a.m./p.m. NSPECTOR SIGNATURE REPORT DATE: