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HomeMy WebLinkAboutSWP272266(1) 4 ( 2 - 22 - 0 3 Pro-Vac/Gary's Tele-Scan C Puyallup, 112th ST E Puyallup,WA 98373 CUES 253-435-4328 cell 253-606-0366 Site Data for Project: Santana-NE 10th ST Site ID City Street Date Time 1 Renton NE 10th ST/Anacortes Av NE 11 12/22/2003 11 09:53:31 AM M.H. Start M.H. Stop M.H. Depth Starting Dist Final Dist CB#17 POND IF 11 83.4 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator ADS N-12 12 13 Away-D =f5Ted Asphalt Jerry Hyatt Comment WITH THE FLOW-TAPE#1 Observation Data Obs ID Ft Let Ft Category Category Details ClockPos Sevr Lv Phl ID Ph2 ID VdiplD VkHD TapeCM 1 0 Other Upstream CB 49.19 00:00:00 2 83.4 Other POND 209.51 Page 1 of 1 Pro-Vac/Gary's Tele-Scan C Puyallup, 112th ST E Puyallup,WA 98373 CUES 253-435-4328 cell 253-606-0366 Site Data for Project: Santana-NE 10th ST Site ID City Street Date Time 2 Renton NE 10th ST/Anacortes Av NE 12/2212003 J 10:03:56 AM M.H. Start M.H. Stop M.H. Depth Starting Dist Final Dist CB#17 CB#16 F 118.5 82.2 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator F ADS N-12 12 13 1 Away-D Ipaved Asphalt Jer Hatt Comment 71 WITH THE FLOW-TAPE#1 Observation Data Obs ID Ft Let Ft Category Category Details ClockPos Sevr Lv Ph1 ID Ph2 ID VcliplD VidID Tapeent 1 0 Other Upstream CB 12.50 00:03:45 2 77.0 Pipe Problem begin ponding 133.38 3 78.0 Pipe Problem 5/8' 176.43 4 79.7 Pipe Problem end ponding 192.94 5 82.2 Other Downstream CB 233.12 Page 1 of 1 Pro-Vac/Gary's Tele-Scan 6622112th ST E CPuyallup,WA 98373 CUES cell cell 253-606-0366 Site Data for Project: Santana-NE 10th ST Site ID City Street Date Time 3 Renton NE 10th ST/Anacortes Av NE 12/22/2003 11 10:24:59 AM M.H. Start M.H. Stop M.H. Depth Starting Dist Final Dist CB#16 CB#15 OQ Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator F— ADS N-12 12 13 1 Away-D Ipaved Asphalt Jer Hatt 7-71 Comment WITH THE FLOW-TAPE#1 Observation Data Obs ID Ft Lat Ft Category Category Details ClockPos Sevr Lv Ph1 ID Ph2 ID VclipiD VidiD TapeCnt 1 0 Other Upstream CB 12.44 00:07:45 2 16.6 Other Downstream CB 49.37 Page 1 of 1 Pro-Vac/Gary's Tele-Scan C 6622112th ST E Puyallup, WA 98373 CUES 253-435-4328 cell 253-606-0366 Site Data for Project: Santana-NE 10th ST Site ID City Street Date Time 4 Renton NE 10th ST/Anacortes Av NE 12/22/2003 10:40:56 AM M.H. Start M.H. Stop M.H. Depth Starting Dist Final Dist CB#12 CB#60 F 0I +140.5 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator DIP —� 12 18 Away-U —I aved Asphalt Perry Hyatt —� Comment AGAINST THE FLOW-TAPE#1 Observation Data Obs ID Ft Lat Ft Category Category Details ClockPos Sevr Lv Phl ID Ph2 ID VdIplD VidID Tapecnt 1 0 odw Downstream CB 13.87 00:08:40 2 140.5 0tv Upstream CB 467.33 Page 1 of 1 Pro-Vac/Gary's Tole-Scan C 6622112th ST E Puyallup,WA 98373 CUES 263-436-4328 cell 253-606-0366 Site Data for Project: Santana-NE 10th ST Site ID City Street Date Time 5 Renton NE 10th ST/Anacortes Av NE 11 12/22/2003 11 01:39:29 PM M.H. Start M.H. Stop M.H. Depth Starting Dist Final Dist CB#11 F CB#13 I I8.5 +196.1 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator F—ADS N-12 18 13 Away-U aved Asphalt arry Hatt Comment AGAINST THE FLOW-TAPE#1 Observation Data Obs ID Ft Lat Ft Category Category Details CbckPos Sevr Lv Phi ID Ph2 ID VdipID VidID TapecM 1 0 O#W Downstream CB 15.94 00:15:12 2 196.1 0tlw Upstream CB 680.53 Page 1 of 1 Pro-Vac/Gary's Tole-Scan C 6622112th ST E Puyallup,WA 88373 CUES cell cell 253-606-0366 Site Data for Project: Santana-NE 10th ST Site ID City Street Date Time 6 Renton NE 10th ST/Anacortes Av NE 12/22/2003 02:09:12 PM M.H. Start M.H. Stop M.H. Depth Starting Dist Final Dist CB#11 CB#14 I8.5 +36.0 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator ADS N-12 18 13 Away-U aved Asphalt erry Hyatt Comment AGAINST THE FLOW-TAPE#1 Observation Data Obs ID Ft Lat Ft Category Category Details ClockPos Sevr Lv Ph1 ID Ph2 ID VcliplD MOD TapeCM 1 0 p#W Downstream CB 17.75 00:21:35 2 36.0 odw Upstream CB 176.44 Page 1 of 1 Pro-Vac/Gary's Tele-Scan 6622112th ST E Puyallup,WA 98373 "IEE2 253-435-4328 cell 253-606-0366 Site Data for Project: Santana-NE 10th ST Site ID City Street Date Time 7 Renton NE 10th ST/Anacortes Av NE 12/2212003 03:12:23 PM M.H. Start M.H. Stop M.H. Depth Starting Dist Final Dist CB#13 CB#12 IF 11 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator DUCTILE IRON J 18 1�1 Away-U I Paved Asphalt erry Hyatt Comment AGAINST THE FLOW-TAPE#1 Observation Data Obs ID Ft Lat Ft Category Category Defails ClockPos Sevr Lv Phi ID Ph2 ID VdJpID VidID Tapec"t 1 0 O#W Downstream CB 15.07 00:20:24 2 27.5 Otor Upstream CB 58.37 Page 1 of 1 Pro-Vac/Gary's Tele-Scan C 6 th ST E Puyallup, WA 98373 C U E S 253-435-4328 cell 253-606-0366 Site Data for Project: Santana-NE 10th ST Site ID City Street Date Time 9 Renton NE 10th ST/Anacortes Av NE 11 12/22/2003 JI 03:33:27 PM M.H. Start M.H. Stop M.H. Depth Starting Dist Final Dist CB#11 CB#10 if 1 8 +98.9 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator ADS N-12 0 JF 13 Away-D aved Asphalt ]Ee—a Hatt Comment WITH THE FLOW-TAPE#1 Observation Data Obs ID Ft Lat Ft Cafegory Category Details CkckPos Sevr Lv Ph11D Ph21D VclipiD VidID TapeCnt Other Upstream CB 14.36 00:23:56 2 8.6 Service Conn. service right 02 32.39 3 98.9 Other Downstream CB 230.94 Page 1 of 1 Pro-Vac/Gary's Tole-Scan C 6 th ST E Puyallup, WA 98373 CUES cell cell 253-606-0366 Site Data for Project: Santana-NE 10th ST Site ID City Street Date Time 10 RentDn NE 10th ST/Anacortes Av NE 12/22/2003 03:40:25 PM M.H. Start M.H. Stop M.H. Depth Starting Dist Final Dist CB#10 CB#9 I I +122.3 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator ADS N-12 30 13 Away-D f aved Asphalt JWerry Hyatt Comment WITH THE FLOW-TAPE#1 Observation Data Obs ID Ft Lat Ft Category Category Details ClochPos Sevr Lv Phl ID Ph2 ID VdIplD MOD TapeCrrt 1 0 odw MH 16.42 00:27:56 2 122.3 0yw Downstream MH 192.84 Page 1 of 1 Pro-Vac/Gary's Tole-Scan 6622112th ST E Puyallup,WA 98373 "IEEsi 253-435-4328 cell 263-606-0366 Site Data for Project: Santana-NE 10th ST Site ID City Street Date Time 11 Renton NE 10th ST/Anwvtes Av NE 12/23/2003 11:58:48 AM M.H. Start M.H. Stop M.H. Depth Starting Dist Final Dist CM CB#8 =I IQ +75.4 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator ADS N-12 30 IF 13 Away-D aved Asphalt ny Hyatt Comment WITH THE FLOW-TAPE#1 Observation Data Obs ID Ft Lat Ft Category Category Details ClockPos Sevr Lv Phi ID Ph2 ID VcliplD VidID Tapecnt 1 0 0dw MH 28.93 00:31:18 2 75.4 pdw Downstream MH 129.64 Page 1 of 1 Pro-Vac/Gary's Tole-Scan C 6622112th ST E Puyallup,WA 98373 CUES cell cell 253-606-0366 Site Data for Project: Santana-NE 10th ST Site ID City Street Date Time 12 Renton NE 10th ST/Anacortes Av NE 12/23/2003 1 12:03:08 PM M.H. Start M.H. Stop M.H. Depth Starting Dist Final Dist CB#8 CB#7 E I I Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator ADS N-12 30 13 Away-D aved As halt e—rry Hatt Comment WITH THE FLOW-TAPE#1 Observation Data Obs ID Ft Let Ft Category Category Details ClockPos Sew Lv Phi ID Ph2 ID VcliplD VidID TapeCnt 1 0 O#W Upstreem MH 36.51 00:33:33 2 79.3 Dyw Downstream MH 142.73 Page 1 of 1 Pro-Vac/Gary's Tole-Scan 6622112th ST E C Puyallup,WA 88373 C V E S 253-435-4328 cell 253-606-0366 Site Data for Project: Santana-NE 10th ST Site ID City Street Date Time 13 Renton NE 10th ST/Anacortes Av NE 12/23/2003 12:07:47 PM M.H. Start M.H. Stop M.H. Depth Starting Dist Final Dist CB#7 CB#6 E I I +110.8 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator ADS N-12 1 30 13 Away-D aved Asphalt lVerry Hatt Comment WITH THE FLOW-TAPE#1 Observation Data Obs ID Ft Lat Ft Category Category Details CkxckPos Sevr Lv Phi ID Ph2 ID VellpID VidID Tapec"t 1 0dw MH 12.26 00:35:46 2 110.8 pyw Downstream MH 211.48 Page 1 of 1 Pro-Vac/Gary's Tele-Scan C 6 th ST E Puyallup, WA 98373 CUES 253-436-4328 cell 253-606-0366 Site Data for Project: Santana-NE 10th ST Site ID City Street Date Time 14 RentDn NE 10th ST/Anwortes Av NE =1 12/23/2003 12:15:14 PM M.H. Start M.H. Stop M.H. Depth Starting Dist Final Dist CB#6 CB#5 I +156.7 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator ADS N-12 30 1 13 11 Away-D aved Asphalt 1perry Hyatt Comment WITH THE FLOW-TAPE#1 Observation Data Obs ID Ft Lat Ft Category Category Details ClockPos Sevr Lv Phi ID Ph2 ID VcliplD V'MID Tapecnt 1 0 011W Upstream MH 17.57 00:38:39 2 156.7 pdw Downstream MH 228.04 Page 1 of 1 Pro-Vac/Gary's Tele-Scan C 6 th ST E Puyallup, WA 98373 CUES 253-435-4328 cell 253-606-0366 Site Data for Project: Santana-NE 10th ST Site ID City Street Date Time 15 Renton NE 10th ST/Anacortes Av NE 12/23/2003 11 12:20:37 PM M.H. Start M.H. Stop M.H. Depth Starting Dist Final Dist CB#5 CBM F 11O 3.8 Type of Pipe Pipe Size(in) Sec. igth Direction Surface Condition Operator ADS N-12 30 13 Away-D aved Asphalt EeEi Hatt Comment WITH THE FLOW-TAPE#1 Observation Data Obs ID Ft Lat Ft Category Category Details Ckx*Pos Sew Lv Phi ID Ph2 ID ValiplD VidID Tapecnt 1 Other AEI 12.71 00:42:32 2 3.8 Od,r Downstream MH 89.76 Page 1 of 1 Pro-Vac/Gary's Tele-Scan 6622112th ST E CPuyallup,WA 98373 CUES cell cell 253-606-0366 Site Data for Project: Santana-NE 10th ST Site ID City Street Date Time 16 Renton NE 10th ST/Anwates Av NE 11 12/23/2003 11 12:23:26 PM M.H. Start M.H. Stop M.H. Depth Starting Dist Final Dist CB#4 CB#3 F 11 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator ADS N-12 1 30 13 11 Away-D aved Asphalt IlTerry Hyatt Comment WITH THE FLOW-TAPE#1 Observation Data Obs ID Ft Lat Ft Category Category Details ClockPos Sevr Lv Phi ID Ph21D VcliplD VidID Tapecnt 1 O#W Upstraem MH 19.58 00:44:09 2 6.2 0dw Downstream MH 2O4.00 Page 1 of 1 Pro-Vac,'Gary's Tole-Scan C 6622 112th ST E Puyallupallup,, WA 98373 C v E S 253-435-4328 cell 253-606-0366 Site Data for Project: Santana-NE 10th ST Site ID City Street Date Time 17 1F Renton NE 10th ST/Anacortes Av NE 12/23/2003 12:33:54 PM M.H. Start M.H. Stop M.H. Depth Starting Dist Final Dist CB#3 CB#2 E I I +223.8 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator ADS N-12 30 13 11 Away-D aved Asphalt JTerry Hyatt Comment i WITH THE FLOW-TAPE#1 Observation Data Obs ID Ft Lat Ft Category Category Details ClockPos Sevr Lv Phi ID Ph2 ID VcHplD VidID TapeCnt 1 0 Other Upstream MH 11.72 00:47:34 2 223.8 Other Downstream MH 405.47 Page 1 of 1 Pro-Vac/Gary's Tole-Scan 6622112th ST E Puyallup,WA 88373 "Es 253-435-4328 cell 253-606-0366 Site Data for Project: Santana-NE 10th ST Site ID City Street Date Time 18 Renton NE 10th ST/Anacortes Av NE 12/23/2003 01:03:46 PM M.H. Start M.H. Stop M.H. Depth Starting Dist Final Dist CB#2 CB#1 © +206.9 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator F ADS N-12 30 13 11 Away-D 1paved Asphalt Hatt Comment WITH THE FLOW-TAPE#1 Observation Data Obs ID Ft Lat Ft Category Category Details ClockPos Sevr Lv Phl ID Ph210 VcliplD Wit) Tapecnt 1 206.9 0dw upstream MH 00:54:28 2 206.9 109W Downstream CB 338.61 Page 1 of 1 Pro-Vac/Gary's Tole-Scan C 6622112th ST E Puyallup,WA 98373 CUES 263-435-4328 cell 253-M-0366 Site Data for Project: Santana-NE 10th ST Site ID City Street Date Time 19 Renton NE 10th ST/Anacortes Av NE 12/23/2003 11 01:21:33 PM M.H. Start M.H. Stop M.H. Depth Starting Dist Final Dist CB#43 CB#1 F 11 +129.0 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator r ADS N-12 30 13 11 Away-U aved Asphalt er y Hyatt Comment AGAINST THE FLOW-TAPE#1 Observation Data Obs ID Ft Lat Ft Category Category Details CbckPos Sevr Lv Phi ID Ph210 VcliplD VIM Tapecnt 1 0 01M Dowraham CB 13.94 01:00:18 2 129.0 0dw Upstream CB 208.68 Page 1 of 1 Pro-Vac/Gary's Tole-Scan C 6 th ST E Puyallup, WA 98373 CUE 5 253-435-4328 cell 253-606-0366 Site Data for Project: Santana-NE 10th ST Site ID City Street Date Time 20 Renton NE 10th ST/Anacortes Av NE 12/23/2003 01:28:17 PM M.H. Start M.H. Stop M.H. Depth Starting Dist Final Dist CB#43 CB#42 F 11 8.5 +135.6 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator ADS N-12 30 13 Away-D =Paved Asphalt Hatt Comment WITH THE FLOW-TAPE#1 Observation Data Obs ID Ft Lat Ft Category Category Details ClxkPos Sevr Lv Phi ID Ph21D VdiplD VidlD Tapec"t 1 0 pffler Upstream CB 13.61 01:03:50 2 135.6 pdler Downstream CB 468.63 Page 1 of 1 Pro-Vac/Gary's Tele-Scan C 6622 Puyallup, th ST E Puyallup,WA 88373 tC U E S 253-435-4328 cell 253-606-0366 Site Data for Project: Santana-NE 10th ST Site ID City Street Date Time 8 Renton NE 10th ST/Anacortes Av NE 11 12/22/2003 11 03:25:01 PM M.H. Start M.H. Stop M.H. Depth Starting Dist Final Dist CB#14 Cl3#15 I Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator —ADS N-12 18 13 1 Away-U Paved Asphalt JWrry Hatt Comment AGAINST THE FLOW-TAPE#1 Observation Data Obs ID Ft Lat Ft Category Category Details ClockPos Sevr Lv Phi ID Ph21D VcliplD V'MID Tapecnt 1 0 09W Downstream CB 13.73 01:08:02 2 181.2 Oyler Upstream CB 553.18 Page 1 of 1 Pro-Vac/Gary's Tole-Scan C 6 th ST E Puyallup, WA 98373 CUES 253-435-4328 cell 253-606-0366 Site Data for Project: Santana-NE 10th ST Site ID City Street Date Time 21 Renton NE 10th ST/Anacortes Av NE 12/23/2003 11 02:33:49 PM M.H. Start M.H. Stop M.H. Depth Starting Dist Final Dist CB#41 CB#40 E 11 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator ADS N-12 30 1 13 Away-D aved Asphalt eny Hyatt Comment WITH THE FLOW-TAPE#1 Observation Data Obs ID Ft Lat Ft Category Category Details CkwWos Sevr Lv Phi ID Ph2 ID VeliplD VkND Tapecnt 1 odw CB 16.77 01:12:38 2 .3 0dw Downstream CB 78.89 Page 1 of 1 f iJ NORTH Q � u1 _ Liz r EVE 1 1th ST W i I NE 1Ofh NE 10 NE 10thf ST' -- F _ r _ clf f, < 1 U- f - F N0zh � 9� �� 3nZy Ronald Shaffer_ Request For TV Tapes and Inspection_Reports = NE 10th St/Anacortes Ave NE Storm System project Pag From: Daniel Carey To: John Thompson; Michael Benoit; Ronald Shaffer Date: 3/25/2002 10:50:53 AM Subject: Request For TV Tapes and Inspection Reports - NE 10th St/Anacortes Ave NE Storm System project I'm getting back into the design for the stormwater detention pond and pipe improvements for this project and I'd like to review all sewer and stormwater TV inspection tapes and reports we may in our records. Please let me know of any stormwater maintenance problems that may need to be addressed. I'd also like to know your opinion of the condition and remaining service life of the existing storm system that goes between the homes from NE 10th ST to Whitman CT. Please check your files and send me the tapes and inspection reports for the following streets in the project area: NE 10th ST NE 10th PL NE 11th ST Anacortes Ave NE Whitman CT (see attached figure) Mike - my earlier notes said you had GELCO tapes of the sewer system in the area. Thanks, Daniel CC: Ronald Straka CITY OF RENTON WASTEWATER DIVISION * PUBLIC WORKS LOG REPORT WORK ORDER : 2222 DATE : 5-6-02 OPERATOR :ROCKY TAPE # : 1 TAPE START: CAM START : 8 . 0 HEADING : EAST LOCATION : 4121NE10THST PIPE INFORMATION UPSTREAM MH# : 5310-14B4-5 DOWNSTREAM MH# : 14C4-3 PIPE TYPE :CONC PIPE SIZE : 12" LENGTH : -> /7 3 PT- DEPTH : 513" FLOW RATE :LOW WEATHER: STORM SEWER INSP 10TH ST& ANACORTES.DESIGN WORK&PIPE IMPROVEMENT. FOOTAGE : FAULT OR COMMENTS : 118 . 3 Ft #PART OF PIPE BROKEN- MINOR# 178 . 2 Ft #178 FT TO END OF INSP . MAINLINE LOOKED GOOD. SOME MATERIAL IN LINE AT END UNABLE TO CONT. INSP END OF INSP# CITY OF RENTON WASTEWATER DIVISION PUBLIC WORKS LOG REPORT WORK ORDER: 2222 DATE : 5-6-02 OPERATOR : ROCKY TAPE # : 1 TAPE START: CAM START : 7 . 0 HEADING : EAST LOCATION :NE10TH@VASHON PIPE INFORMATION UPSTREAM MH# : 5310-14C4-3 DOWNSTREAM MH# :CB PIPE TYPE :CONC PIPE SIZE : 12" LENGTH . -::> /01 , g DEPTH : 611" FLOW RATE : LOW WEATHER: STORM SEWER INSP 10TH ST& ANACORTES .DESIGN WORK&PIPE IMPROVEMENT. FOOTAGE : FAULT OR COMMENTS : 109 . 8 Ft #109 . 8FT TO CENTER OF CB THAT ' S NOT IN MAP BOOK 3-PIPES IN CB.MAIN LOOKED GOOD.CB LOCATED IN FRONT OF 4216 NE 10TH ST . END OF INSP# CITY OF RENTON WASTEWATER DIVISION PUBLIC WORKS LOG REPORT WORK ORDER: 2222 DATE : 5-6-02 OPERATOR : ROCKY TAPE # : 1 TAPE START: CAM START : 7 . 0 HEADING : EAST LOCATION : NE10TH@VASHON PIPE INFORMATION (� UPSTREAM MH# :3 FraN1 lw Mar<j cis �--© POI PESTYPEM MH# AM- 63 j d- S C� PIPE SIZE : 12" LENGTH : •'.;;> �y DEPTH : 611" FLOW RATE : LOW WEATHER: STORM SEWER INSP 10TH ST& ANACORTES.DESIGN WORK&PIPE IMPROVEMENT . FOOTAGE : FAULT OR COMMENTS : 7 . 0 Ft #CRACKED PIPE FROM HOLE HOG OF WATER SERVICE OR GAS SERVICE???# 8 . 4 Ft #JOINT STARTS @ 7 . OFT WATER SERVICE THRU PIPE @ 8. 2FT NEEDS REPAIRED# 10 . 0 Ft #10FT JOINT# 137 . 1 Ft #PIPE TAPPED INTO MAIN LEFT SIDE TAP# 294 . 1 Ft #ROOTS LITE# 347 . 5 Ft #347 . 5FT TO CENTER OF MH 5310-14 C4-2 @ ANACORTES CT. 4-PIPES IN MH.MAINLINE LOOKED GOOD ACCEPT WHERE WATER SERVICE IS THRU MAIN END OF INSP# CITY OF RENTON 4 WASTEWATER DIVISION PUBLIC WORKS LOG REPORT 01-19-99 WORK ORDER: 2222 DATE : 5-6-02 OPERATOR : ROCKY TAPE # : 1 TAPE START: CAM START : 8 . 0 HEADING : NORTH LOCATION :MH#14C4-2 PIPE INFORMATION UPSTREAM MH# : 5310-14C4-2 DOWNSTREAM MH# : 5310-14C3-2 PIPE TYPE :CONC PIPE SIZE : 12" LENGTH : � �g ` ° DEPTH : 417" FLOW RATE : LOW WEATHER: STORM SEWER INSP 10TH ST& ANACORTES.DESIGN WORK&PIPE IMPROVEMENT. FOOTAGE : FAULT OR COMMENTS : 62 . 1 Ft #ROOTS LITE# 65 . 1 Ft #ROOTS MODERATE CUTT WHEN POSSIBLE# O Wec, v �� 104 . 1 Ft #ROOTS END# 281 . 5 Ft OF INSP. # #281 . 5FT TO CENTER OF MH 5310-14C3-2 . MAINLINE NEEDS ROOT CUTT THE WHOLE LENGTH.ROOTS COMING IN AROUND JOINT GROWING IN MAIN. 1 BELLY NOTED. 3-12" 263 . 4 Ft #BELLY STARTED @263FT& ENDED @ 274FT# C-5) CITY OF RENTON WASTEWATER DIVISION PUBLIC WORKS LOG REPORT 04 - WORK ORDER: 2222 DATE : 5-6-02 OPERATOR : ROCKY TAPE # : 1 TAPE START: CAM START : 8 . 0 HEADING : EAST LOCATION :MH#14D4-3 PIPE INFORMATION UPSTREAM MH# : 5310-14D4-2 DOWNSTREAM MH# : 5310-14D4-3 PIPE TYPE :CONC PIPE SIZE • 12" LENGTH : ~L> DEPTH : 717" FLOW RATE :MOD WEATHER: STORM SEWER INSP 10TH ST& ANACORTES.DESIGN WORK&PIPE IMPROVEMENT . FOOTAGE : FAULT OR COMMENTS : 272 . 5 Ft #272 . 5FT TO CENTER OF MH 5310-14D4-2 .THIS MH IS APP OX . 16FT DEEP.MAINLINE LOOK ED GOOD. END OF INSP# CITY OF RENTON WASTEWATER DIVISION PUBLIC WORKS LOG REPORT WORK ORDER: 2222 DATE : 5-6-02 OPERATOR :ROCKY TAPE # : 1 TAPE START: CAM START : 7 . 0 HEADING : EAST LOCATION : 4420NE10THST PIPE INFORMATION UPSTREAM MH# : 5310-14D4-3 DOWNSTREAM MH# :CB-UNMARKED PIPE TYPE :CONC PIPE SIZE : 12" LENGTH : -> LIyFi DEPTH : 5 ' 3" FLOW RATE :MOD WEATHER: STORM SEWER INSP 10TH ST& ANACORTES.DESIGN WORK&PIPE IMPROVEMENT . FOOTAGE : FAULT OR COMMENTS : 44 . 0 Ft #44FT TO CENTER OF MH5310- 14D4-3 . MAINLINE LOOKED GOOD. AGAINST FLOW,FROM UNMARKED CB. CITY OF RENTON WASTEWATER DIVISION PUBLIC WORKS LOG REPORT WORK ORDER: 2222 DATE : 5-6-02 OPERATOR :ROCKY TAPE # : 1 TAPE START : CAM START : 7 . 0 HEADING :WEST LOCATION : 966 BREMERTON PIPE INFORMATION UPSTREAM MH# :UNMARKED CB DOWNSTREAM MH# : UNMARKED MH PIPE TYPE :CONC PIPE SIZE : 12" LENGTH - ;:> 9-3 FT DEPTH : 513" FLOW RATE :MOD WEATHER: STORM SEWER INSP 10TH ST& ANACORTES.DESIGN WORK&PIPE IMPROVEMENT. FOOTAGE : FAULT OR COMMENTS : 58 . 5 Ft #TAPP FROM RIGHT# 93 . 0 Ft #93FT TO CENTER OF MH ??? NOT IN MAPP BOOK.MAINLINE LOOK GOOD.MH OK. END OF IN SP# CITY OF RENTON WASTEWATER DIVISION PUBLIC WORKS LOG REPORT WORK ORDER: 2222 DATE : 5-7-02 OPERATOR :ROCKY TAPE # : 1 TAPE START: CAM START : 8 . 0 HEADING : EAST LOCATION :NE10TH@ANACORTE PIPE INFORMATION UPSTREAM MH# :UNMAPPED MH DOWNSTREAM MH# : 5310-14C4-1 PIPE TYPE :CONC PIPE SIZE : 12" LENGTH DEPTH : 4 ' 6" FLOW RATE :MOD WEATHER: STORM SEWER INSP 10TH ST & ANACORTES AREA. DESIGN WORK & PIPE- IMPROVEMENT PROJECT . FOOTAGE : FAULT OR COMMENTS: 108 . 6 Ft #87FT TO 96FT A BELLY# #108 . 6FT TO CENTER OF MH 5310-UNMARKED UNMAPPED. FLAT TOP PRECAST MH. 2-PIPE IN MH.MAIN LINE HAD 1 BELL Y .OK CONDITION# CITY OF RENTON WASTEWATER DIVISION PUBLIC WORKS LOG REPORT WORK ORDER: 2222 DATE : 5-7-02 OPERATOR :ROCKY TAPE # : 1 TAPE START: CAM START : 8 . 0 HEADING :WEST LOCATION : NE10TH@ANACORTE PIPE INFORMATION UPSTREAM MH# : 5310-14C4-1 DOWNSTREAM MH# : 5310-14C4-2 PIPE TYPE :CONC PIPE SIZE : 1 LENGTH : ---,' '-a55. 7 fr DEPTH : 4 ' 6" FLOW RATE :MOD WEATHER: STORM SEWER INSP 10TH ST & ANACORTES AREA. DESIGN WORK & PIPE- IMPROVEMENT PROJECT. FOOTAGE : FAULT OR COMMENTS: 156 . 6 Ft #ROOTS LITE# 255 . 7 Ft #255 . 7FT TO CENTER OF MH 5310-14C4-2 .PRECAST MH. 4-PIPES IN MH. SOME ROOTS IN MAIN ,MAIN NOT TO BAD. END OF INSP# r CITY OF RENTON lJ WASTEWATER DIVISION PUBLIC WORKS LOG REPORT 11 WORK ORDER: 2222 DATE : 5-7-02 OPERATOR :ROCKY TAPE # : 1 TAPE START: CAM START : 8 . 0 HEADING : NORTH LOCATION :NE10PL@ANACORTE PIPE INFORMATION UPSTREAM MH# :UNMAPPED DOWNSTREAM MH# : 5310-14C3-1 PIPE TYPE :CONC PIPE SIZE : 12" LENGTH : -- / 0, 3 07-- DEPTH : 4 ' 10" FLOW RATE : LOW WEATHER: STORM SEWER INSP 10TH ST & ANACORTES AREA. DESIGN WORK & PIPE- IMPROVEMENT PROJECT . FOOTAGE : FAULT OR COMMENTS : 147 . 9 Ft #149 . 3FT TO GAS SERVICE HOLE HOGGED THRU MAINLINE . UNABLE TO CONTINUE INSP/ 37FT SHORT OF MH LOCATED @1066 ANACORTES AV NE . PIPE NEEDS REPAIRED. END CITY OF RENTON WASTEWATER DIVISION PUBLIC WORKS LOG REPORT WORK ORDER: 2222 DATE : 5-7-02 OPERATOR :ROCKY TAPE # : 1 TAPE START: CAM START : 8 . 0 HEADING : EAST LOCATION : 10PL@ANACORT CT PIPE INFORMATION UPSTREAM MH# :CB4332/10PL DOWNSTREAM MH# : 5310-14C3-2 PIPE TYPE :CONC PIPE SIZE : 12" LENGTH :----> elf,TrT DEPTH : 8 ' 7" FLOW RATE : LOW WEATHER: STORM SEWER INSP 10TH ST & ANACORTES AREA. DESIGN WORK & PIPE- IMPROVEMENT PROJECT. FOOTAGE: FAULT OR COMMENTS: 246 . 5 Ft #246 . 5FT TO CENTER OF CB@4332 NE 10THPL. UNMAPPED CB.MAINLINE LOOK GOOD. END OF INSP# CITY OF RENTON WASTEWATER DIVISION PUBLIC WORKS LOG REPORT WORK ORDER: 2222 DATE : 5-7-02 OPERATOR : ROCKY TAPE # : 1 TAPE START: CAM START : 7 . 0 HEADING : EAST LOCATION : 4332NE10THPL PIPE INFORMATION UPSTREAM MH# : 5310-14C3-1 DOWNSTREAM MH# : CB4332/10PL PIPE TYPE :CONC PIPE SIZE : 12" LENGTH : -,--> 3I ' 2 DEPTH : 8 ' 7" FLOW RATE : LOW WEATHER: STORM SEWER INSP 10TH ST & ANACORTES AREA. DESIGN WORK & PIPE- IMPROVEMENT PROJECT. FOOTAGE: FAULT OR COMMENTS: 31 . 2 Ft #31 . 2FT TO CENTER OF MH 5310-14C3-1 . 2-CB PIPES- TIED INTO MH. 2-12"PIPES. MAINLINE LOOKED OK. END OF INSP# CITY OF RENTON WASTEWATER DIVISION PUBLIC WORKS LOG R ELT WORK ORDER: 2222 DATE : 5-7-02 OPERATOR : ROCKY TAPE # : 1 TAPE START: CAM START : 8 . 0 HEADING :WEST LOCATION : 10THPL@ANACT CT PIPE INFORMATION UPSTREAM MH# : 5310-14C3-2 DOWNSTREAM MH# : 5310-14C3-4 PIPE TYPE :CONC PIPE SIZE : 12" LENGTH : --> 22 q rr DEPTH : 8 ' 7" FLOW RATE : LOW WEATHER: STORM SEWER INSP 10TH ST & ANACORTES AREA. DESIGN WORK & PIPE- IMPROVEMENT PROJECT. FOOTAGE : FAULT OR COMMENTS : 224 . 1 Ft #224FT TO CENTER OF MH 5310-14C3-4 .PRECAST MH OK MAINLINE OK. 2-12"PIPES\ 1-8"PIPE .END OF INSP# . c1q) Nmpany Name Graphic l View Detai ed Report Aries YC 4000 0 Your Company Address 5/7/02 1:49:37 PM Your City Phone:555-555-5555 Database Name:C:\Progmm Files\VC4000\Data\RENT0N.mdb Fax:555-555-5555 ?-Mail:yournarne@yourcompany.com Page Number 1 Web Site:http://www.ariesindcom Upstream Structure ityName: RENTON ustomer Name: STORM 5310-14C3-3 �roject Number: 2222 �roject Name: NE 10 AND ANACORTES 227.8 FEET END INSPECTION AT 5310-14C34 AT 11 to 1 O CLOCK-IMAGE 227.8 FEET CHANGE IN PIPE 0 FEET Downstream Structure 5310-14C3-4 Date: 517/02 Pipe Size: 12 Street: 4200 N E 10 TH PLACE Time:1:13:55 PM Pipe Type: RCP Video Tape Number: 1 VCR Count: Operator: Sewer Type: ST Total Distance: 227.8 1S CITY OF RENTON WASTEWATER DIVISION PUBLIC WORKS LOG REPORT WORK ORDER: 2222 DATE : 5-7-02 OPERATOR : ROCKY TAPE # : 1 TAPE START: CAM START : 8 . 0 HEADING : NORTH LOCATION : 4232NE10TH PL PIPE INFORMATION UPSTREAM MH# : 5310-14C3-4 DOWNSTREAM MH# : 5310-14C-9 PIPE TYPE :CONC PIPE SIZE : 18" LENGTH DEPTH : 11 ' 4" FLOW RATE : LOW WEATHER: STORM SEWER INSP 10TH & ANACORTES AREA. DESIGN & PIPE WORK IMPROVEMENT PROJECT FOOTAGE : FAULT OR COMMENTS : 137 . 4 Ft #137 . 4FT TO CENTER OF MH 5310-14C3-9 .PRECAST MH IN BACK YARD OK.MAINLINE GOOD CONDITION. 2-PIPES IN MH. END OF INSP# r CITY OF RENTON WASTEWATER DIVISION PUBLIC WORKS LOG REPORT 01-21-99 WORK ORDER: 2222 DATE : 5-8-02 OPERATOR : KENNY TAPE # : 1 TAPE START: CAM START : 8 . 0 HEADING : SOUTH LOCATION : NE11TH&WHITMAN PIPE INFORMATION UPSTREAM MH# : 14C3-9 DOWNSTREAM MH# : 14C3-10 PIPE TYPE :CONC PIPE SIZE : 18" LENGTH DEPTH : 10 ' 2" FLOW RATE : LOW WEATHER: SUNNY STORM SEWER INSP . 10TH AND ANACORTES AREA.DESIGN AND PIPE WORK , IMPROVEMENT PROJECT. FOOTAGE : FAULT OR COMMENTS: 281 . 9 Ft #AT 281 . 9 FT . TO CENTER OF MH 14C3-9 .MH OK. PIPE OK,END OF INSP. # • i'ITY OF RENTON WASTEWATER DIVISION PUBLIC WORKS LOG REPORT 01-21-99 WORK ORDER: 2222 DATE : 5-8-02 OPERATOR : KENNY TAPE # : 1 TAPE START : CAM START : 8 . 0 HEADING : EAST LOCATION :NE11TH@WHITMAN PIPE INFORMATION UPSTREAM MH# : 14C3-13 DOWNSTREAM MH# : 14C3-10 PIPE TYPE :CONC PIPE SIZE : 12" LENGTH DEPTH : 10 ' 2" FLOW RATE : LOW WEATHER: SUNNY-STORMSEWER INSP. 10TH@ANACORTES AREA DESIGN AND PIPE WORK IMPROVEMENT PROJECT FOOTAGE: FAULT OR COMMENTS: 32 . 2 Ft #CRACK IN PIPE# 58 . 9 Ft #OFFSET JOINT# 120 . 9 Ft #BROKEN PIPE AT 120 . 9 ' # 208 . 1 Ft #AT 208 ' TO MH14C3-13 AT 4316 NE 11TH ST , TWO PIPES INTO THIS MH. MH LOOKS OK END OF INSP. # . r CITY OF RENTON WASTEWATER DIVISION PUBLIC WORKS LOG REPORT 01-21-99 WORK ORDER : 2222 DATE : 5-8-02 OPERATOR : KENNY TAPE # : 1 TAPE START: CAM START : 8 . 0 HEADING : NORTH LOCATION : NE11TH@WHITMAN PIPE INFORMATION UPSTREAM MH# : 14C3-10 DOWNSTREAM MH# : 14C3-11 PIPE TYPE :CONC . PIPE SIZE : 18" LENGTH DEPTH : 10 ' 2" FLOW RATE : LOW WEATHER: SUNNY-STORMSEWER INSP . 10TH AND ANACORTES AREA -DESIGN AND PIPE WORK- IMPROVEMENT PROJECT FOOTAGE : FAULT OR COMMENTS: 31 .8 Ft #ROOTS# 131 . 0 Ft #PFO2 ROOTS# 289 . 5 Ft #AT 289 . 5 ' TO CENTER OF MH 14C3-11 THERE ARE TWO PIPES COMING IN WITH CONTROL GATES ON THEM AND ONE OTHER PIPE COMING IN MH LOOKS OK LINE NEEDS TO r / CITY OF RENTON WASTEWATER DIVISION PUBLIC WORKS LOG REPORT 01-21-99 WORK ORDER: 2222 DATE : 5-8-02 OPERATOR :KENNY TAPE # : 2 TAPE START : CAM START : 8. 0 HEADING : SOUTH LOCATION :MH#14C2-7 PIPE INFORMATION UPSTREAM MH# : 14C3-11 DOWNSTREAM MH# : 14C2-7 PIPE TYPE :CONC PIPE SIZE : 12" LENGTH DEPTH : 5 ' 0" FLOW RATE : LOW WEATHER: SUNNY STORMSEWER INSP. FOR DESIGN AND PIPE WORK-IMPROVEMENT PROJECT FOOTAGE : FAULT OR COMMENTS : 57 . 0 Ft #ROOTS# 129 . 0 Ft #AT129 'TO CENTER OF MH 14C3-11- END OF INSP. # Y (t CITY OF RENTON WASTEWATER DIVISION PUBLIC WORKS LOG REPORT 01-21-99 WORK ORDER : 2222 DATE : 5-8-02 OPERATOR : KENNY TAPE # : 2 TAPE START : CAM START : 8 . 0 HEADING : NORTH LOCATION :WHITMAN CT NE PIPE INFORMATION UPSTREAM MH# : 14C2-7 DOWNSTREAM MH# : 14C2-4 PIPE TYPE :CONC PIPE SIZE : 12" LENGTH DEPTH : 510" FLOW RATE : LOW WEATHER : SUNNY STORMSEWER INSP . FOR DESIGN AND PIPE WORK-IMPROVEMENT PROJECT FOOTAGE : FAULT OR COMMENTS : 173 . 2 Ft #AT 173 ' TO CENTER OF MH 14C2-4- THERE ARE TWO PIPE COMING INTO THIS MH 12" CMP PIPES MH AND PIPE LOOKS OK END OF INSP . # r CITY OF RENTON WASTEWATER DIVISION PUBLIC WORKS LOG REPORT 01-21-99 WORK ORDER: 2222 DATE : 5-9-02 OPERATOR : KENNY TAPE # : 7- TAPE START : CAM START : 8 . 0 HEADING : NORTH LOCATION :WHITMAN CT PIPE INFORMATION UPSTREAM MH# :MH14C2-4A DOWNSTREAM MH# : CB9 .CB-18 PIPE TYPE :CONC. PIPE SIZE : 12" LENGTH DEPTH : 617" FLOW RATE : LOW WEATHER:OVERCAST STORMSEWER INSP . 10TH AND ANACORTES AREA FOOTAGE : FAULT OR COMMENTS : 59 . 9 Ft #AT 59 . 9 TO CENTER OF CB9 ,CB-18 ,THIS CB WORKS AS A SIPHON, PIPE GOING OUT IS BELOW WATER LEVEL END OF THIS INSP . #