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HomeMy WebLinkAboutVideo Report 5 - 3643 Gary's Tele-Scan PO Box 68757 Garys Seattle,WA98188 Tele-St=an VIDEO INSPECTION REPORT Phone: (206) 242-5452 Cellular: (206) 949-9185 1�i ALL REPORTS ARE SUBJECT TO OWNERS ENGINEERING APPROVAL ,..'� Fax: (206) 244-8398 _ Customer Project Location RELIABLE CONST [ HIGHPOINTE II Starting MH Ending MH Flow Joint Type Pipe Size Pipe Type MH 3 MH 2 With R,GASKET 8" PVC Tape Number Start Tape Counte End Tape Counter Date Camera Directio Invoice# 1 0 8.45 5/8/2003 DownStream 3506 Remarks SHEET 1 Ftg. Observation Category Position Comments •0.0 Up :i,_;a;n ,r'.an:.:;!e Structure MH 3 lip V -•10.2 Service Connection Right Structure 3 -•15.8 Service Connection Left Structure 9 ---•90.3 Service Connection Left Structure 9 R - ---107.2 Service Connection Right Structure 3 V' ------135.3 Service Connection Left Structure 9 ------•189.5 Downstream Manhole c, Pape 1 of 1 Generated on May 08 2003 at 2:06 PM by the PipeTech®TV inspection system. Gary's Tele-Scan PO Box 68757 Gary$ Seattle,WA 98188 Tele-Scan VIDEO INSPECTION REPORT Phone: (206) 242-5452 Cellular: (206) 949-9185 ALL REPORTS ARE SUBJECT TO OWNERS ENGINEERING APPROVAL SI) Fax: (206) 244-8398 •- 11111.1111111>11111111111 Customer Project Location RELIABLE CONST IL HIGHPOINTE II - - i Starting MH Ending MH Flow Joint Type Pipe Size Pipe Type MH 2 MH 1 With R,GASKET 8" PVC Tape Number Start Tape Counte End Tape Counter Date Camera Directio Invoice# 1 8.45 12.15 5/8/2003 DownStream 3506 Remarks SHEET 2 Ftg.Observation Category Position Comments Ito — -•0.0 Upstream Manhole ;1H 2 V I R V -58.1 Error Code Reference LIGHT DEBRIS •64.5 Error Code Reference INSIDE DROP - •65.8 Downstream Manhole Paae 1 of 1 Generated on May 08 2003 at 2:15 PM by the PioeTech®TV insoection system. l Gary's Tele-Scan PO Box 68757 Ga ry'S Seattle,WA98188 Tele-Scan VIDEO INSPECTION REPORT Phone: (206) 242-5452 Cellular: (206) 949-9185 MiALL REPORTS ARE SUBJECT TO OWNERS ENGINEERING APPROVAL Fax: (206) 244-8398 Customer Project Location r RELIABLE CONST 1 1 HIGHPOINTE II j Starting MH Ending MH Flow Joint Type Pipe Size Pipe Type MH 4 CO 1 Against R,GASKET 8" PVC Tape Number Start Tape Counte End Tape Counter Date Camera Directio Invoice# 1 12.15 1 15.0 5/8/2003 UpStream 3506 Remarks SHEET 3 Ftg. Observation Category Position Comments •0.0 Du,;:,;,,_-[,; :.1d;:hole MH 4 r R A •98.3 End TV Observation Reference CO 1 Pace 1 of 1 Generated on May 08 2003 at 2:58 PM by the PioeTech®®TV insoection system. 4. Gary's Tele-Scan PO Box 68757 Gary s Seattle,WA98188 TeleSdn VIDEO INSPECTION REPORT Phone: (206) 242-5452 ALL REPORTS ARE SUBJECT TO OWNERS ENGINEERING APPROVAL Cellular: (206) 949-9185t r+ • Fax: (206)244-8398 Customer Project Location L RELIABLE CONST 11_ HIGHPOINTE II j Starting MH Ending MH Flow Joint Type Pipe Size Pipe Type MH 4 MH 1 With R,GASKET 8" PVC Tape Number Start Tape Counte End Tape Counter Date Camera Directio Invoice# 1 15.00 L 25.00 5/8/2003 DownStream-1 3506 1 Remarks SHEET 4 Ftg. Observation Category Position Comments upsi;Cdr: ;ianhole .:iiva. MH 4 air - •60.2 Service Connection Right Structure -- •115.8 Service Connection Right Structure 3 Y •168.2 Service Connection Right Structure 3 -- •221.7 Service Connection Right Structure •242.3 Service Connection Right Structu: •256.9 Downstream Manhole •�irua,_ u1 Paae 1 of 1 Generated on May 08 2003 at 2:57 PM by the PioeTech®TV inspection system. a. Gary's Tele-Scan PO Box 68757 Gary Seattle,WA98188 TeieS'can VIDEO INSPECTION REPORT Phone: (206) 242-5452 ALL REPORTS ARE SUBJECT TO OWNERS ENGINEERING APPROVAL Cellular: (206) 949-9185 I Fax: (206) 244-8398 -- . 01111111.011M1111 Customer Project Location RELIABLE CONST 11 _ _ HIGHPOINTE II Starting MH Ending MH Flow Joint Type Pipe Size Pipe Type MH 1 EXMH With R,GASKET 8" PVC Tape Number Start Tape Counts End Tape Counter Date Camera Directio Invoice# 1 25.00 29.45 5/8/2003 DownStream 3506 Remarks SHEET 5 Ftg. Observation Category Posilon Comments •0.0 Upstrea:;1 l-IUn, .•!e Structure MH 1 INDNI R --- ^53.4 Sag Begins Pipe V - -•56.5 Ponding 3/8 inch Structure •59.4 Ponding 3/8 inch Structure -64.7 Sag Ends Pipe •92.8 Downstream Manhole Str ;,.. Paae 1 of 1 Generated on May 08 2003 at 3:04 PM by the PioeTech®TV inspection system.