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HomeMy WebLinkAboutWinCanVX SR27-SR23 Inspection report Date:Work Order:Pipe Segment Ref.:Weather:Surveyed By:Certificate Number: Year laid:Pre-cleaning:Pipe Joint Length:Direction:Total Length:Length Surveyed: 2025_09_09 Timber Cove // Page: 1 City:SLT Drainage Area:Upstream MH:SR27 Street:Bal Bijou Rd Media Label:Up Rim to Invert: Location Code:Flow Control:Downstream MH:SR23 Location Details:Sheet Number:Down Rim to Invert: Pipe shape:Circular Sewer Use:Total gallons used:0.0 Pipe size:8 "Sewer Category:SEC Joints passed:0 Pipe material:Asbestos Cement Purpose:Joints failed:0 Lining Method:Owner: Additional Info: 1:1355 Distance Code Observation Counter Photo Grade 0.0 AMH Manhole / SR23 00:00:00 0.0 MWL Water Level, 15% of the vertical dimension 00:00:00 0.0 S01 SRI Surface Roughness Increased from 12 o'clock to 12 o'clock, Start 00:00:00 6.2 MGO General Observation / Recorded on way back to determine value of sags 00:09:59 12.3 LR Alignment Right, 5% changed 00:01:24 M1 15.4 S02 MWLS Water Level, Sag in pipe, 30% of the vertical dimension, Start 00:01:35 26.0 LL Alignment Left, 5% changed 00:02:05 M1 61.5 F02 MWLS Water Level, Sag in pipe, 30% of the vertical dimension, Finish 00:03:38 S3 65.7 S03 MWLS Water Level, Sag in pipe, 45% of the vertical dimension, Start 00:03:50 72.2 S04 DSZ Deposits Settled Other, 5% of cross sectional area from 5 o'clock to 7 o'clock, Start / Debris 00:04:24 86.6 F03 MWLS Water Level, Sag in pipe, 45% of the vertical dimension, Finish 00:06:15 S3 86.6 MWL Water Level, 30% of the vertical dimension 00:06:17 89.7 RPL Repair Localized Liner / AC to CIPP (Lateral Reinstated)00:06:39 SR27-SR2 3_cb0b419 d-7aa8-42 94.0 F04 DSZ Deposits Settled Other, 5% of cross sectional area from 5 o'clock to 7 o'clock, Finish / Debris 00:07:41 M2 94.0 F01 SRI Surface Roughness Increased from 12 o'clock to 12 o'clock, Finish 00:07:43 S1 94.0 MSA Survey Abandoned / Previous MSA point 00:07:45 SR27-SR2 3_3bd93f0 9-c762-40 9/12/2025 Cavin Ross U-0421-70401344 SR27-SR23 Jetting Upstream 264.9 '94.0 ' SR23 Inspection report Date:Work Order:Pipe Segment Ref.:Weather:Surveyed By:Certificate Number: Year laid:Pre-cleaning:Pipe Joint Length:Direction:Total Length:Length Surveyed: 2025_09_09 Timber Cove // Page: 2 1:1355 Distance Code Observation Counter Photo Grade 264.9 End of pipe 9/12/2025 Cavin Ross U-0421-70401344 SR27-SR23 Jetting Upstream 264.9 '94.0 ' QSR QMR SPR MPR OPR SPRI MPRI OPRI 341B 2412 31.0 10.0 1.3 1.7 1.441.0 QOR 3424 SR27 Page 3 Section Pictures - 9/12/2025 - SR27-SR23 SLT Bal Bijou Rd 9/12/2025 SR27-SR23 14 SR27-SR23_cb0b419d-7aa8-42a4-9b87-2d72dd3762c5_2025 0912_072800_502.jpg, 00:06:39, 89.70ft Repair Localized Liner / AC to CIPP (Lateral Reinstated) SR27-SR23_3bd93f09-c762-4092-a509-37fa273f0d6d_20250 912_072926_316.jpg, 00:07:45, 94.00ft Survey Abandoned / Previous MSA point City Street Date Lateral Segment Reference Nr. Inspection report Date:Work Order:Pipe Segment Ref.:Weather:Surveyed By:Certificate Number: Year laid:Pre-cleaning:Pipe Joint Length:Direction:Total Length:Length Surveyed: 2025_09_09 Timber Cove // Page: 4 City:SLT Drainage Area:Upstream MH:SR27 Street:Bal Bijou Rd Media Label:Up Rim to Invert: Location Code:Flow Control:Downstream MH:SR23 Location Details:Sheet Number:Down Rim to Invert: Pipe shape:Circular Sewer Use:Total gallons used:0.0 Pipe size:8 "Sewer Category:SEC Joints passed:0 Pipe material:Asbestos Cement Purpose:Joints failed:0 Lining Method:Owner: Additional Info: 1:1272 Distance Code Observation Counter Photo Grade 0.0 AMH Manhole / SR27 00:00:00 0.0 MWL Water Level, 5% of the vertical dimension 00:16:20 0.0 S01 DAGS Deposits Attached Grease, 5% of cross sectional area from 4 o'clock to 8 o'clock, Start 00:16:20 42.9 ISSR Intruding Sealing Ring, 5% of cross sectional area from 11 o'clock to 1 o'clock 00:02:17 SR27-SR2 3_87e5a1 5d-dd1d-4 M2 42.9 ID Infiltration Dripper at 12 o'clock, within 8 inch 00:02:19 SR27-SR2 3_fdc37b7 e-471d-4f2 M3 113.4 S02 DAGS Deposits Attached Grease, 10% of cross sectional area from 3 o'clock to 9 o'clock, Start 00:04:42 113.4 S03 MWLS Water Level, Sag in pipe, 80% of the vertical dimension, Start 00:04:43 SR27-SR2 3_9998b2 d7-d016-4f 121.5 LR Alignment Right, 5% changed 00:05:24 M1 137.0 LL Alignment Left, 5% changed 00:06:39 M1 148.1 F02 DAGS Deposits Attached Grease, 10% of cross sectional area from 3 o'clock to 9 o'clock, Finish 00:06:59 M2 148.1 F03 MWLS Water Level, Sag in pipe, 80% of the vertical dimension, Finish 00:07:00 S3 156.1 S04 MWLS Water Level, Sag in pipe, 35% of the vertical dimension, Start 00:07:13 165.8 S05 RPL Repair Localized Liner, Start / AC to CIPP (Lateral Re-Instated) 00:08:13 167.7 TF Tap Factory Made at 12 o'clock, 4inch dim, within 8 inch / 3411 AND 3433 LAKE TAHOE BLVD 00:07:39 SR27-SR2 3_3bb0e5 e5-c870-4 9/12/2025 Cavin Ross U-0421-70401344 SR27-SR23 Jetting Downstream 264.9 '264.9 ' SR27 Inspection report Date:Work Order:Pipe Segment Ref.:Weather:Surveyed By:Certificate Number: Year laid:Pre-cleaning:Pipe Joint Length:Direction:Total Length:Length Surveyed: 2025_09_09 Timber Cove // Page: 5 1:1272 Distance Code Observation Counter Photo Grade 169.2 F05 RPL Repair Localized Liner, Finish / AC to CIPP (Lateral Re-Instated) 00:08:52 169.2 RPL Repair Localized Liner / AC to CIPP (Lateral Re-Instated)00:08:55 SR27-SR2 3_83b4fb7 4-ae23-42 169.2 TF Tap Factory Made at 12 o'clock, 4inch dim / 3411 AND 3433 LAKE TAHOE BLVD 00:09:06 170.9 F01 DAGS Deposits Attached Grease, 5% of cross sectional area from 4 o'clock to 8 o'clock, Finish 00:13:05 M2 170.9 F04 MWLS Water Level, Sag in pipe, 35% of the vertical dimension, Finish 00:13:06 S3 170.9 MSA Survey Abandoned / Previous MSA point 00:07:45 SR27-SR2 3_3bd93f0 9-c762-40 170.9 S09 SRI Surface Roughness Increased from 12 o'clock to 12 o'clock, Start 00:07:43 S1 170.9 S06 DSZ Deposits Settled Other, 5% of cross sectional area from 5 o'clock to 7 o'clock, Start / Debris 00:07:41 M2 175.2 RPL Repair Localized Liner / AC to CIPP (Lateral Reinstated)00:06:39 SR27-SR2 3_cb0b419 d-7aa8-42 178.3 MWL Water Level, 30% of the vertical dimension 00:06:17 178.3 S07 MWLS Water Level, Sag in pipe, 45% of the vertical dimension, Start 00:06:15 S3 192.7 F06 DSZ Deposits Settled Other, 5% of cross sectional area from 5 o'clock to 7 o'clock, Finish / Debris 00:04:24 199.2 F07 MWLS Water Level, Sag in pipe, 45% of the vertical dimension, Finish 00:03:50 203.4 S08 MWLS Water Level, Sag in pipe, 30% of the vertical dimension, Start 00:03:38 S3 238.9 LL Alignment Left, 5% changed 00:02:05 M1 249.5 F08 MWLS Water Level, Sag in pipe, 30% of the vertical dimension, Finish 00:01:35 252.6 LR Alignment Right, 5% changed 00:01:24 M1 258.7 MGO General Observation / Recorded on way back to determine value of sags 00:09:59 9/12/2025 Cavin Ross U-0421-70401344 SR27-SR23 Jetting Downstream 264.9 '264.9 ' Inspection report Date:Work Order:Pipe Segment Ref.:Weather:Surveyed By:Certificate Number: Year laid:Pre-cleaning:Pipe Joint Length:Direction:Total Length:Length Surveyed: 2025_09_09 Timber Cove // Page: 6 1:1272 Distance Code Observation Counter Photo Grade 264.9 F09 SRI Surface Roughness Increased from 12 o'clock to 12 o'clock, Finish 00:00:00 264.9 MWL Water Level, 15% of the vertical dimension 00:00:00 264.9 AMH Manhole / SR23 00:00:00 9/12/2025 Cavin Ross U-0421-70401344 SR27-SR23 Jetting Downstream 264.9 '264.9 ' QSR QMR SPR MPR OPR SPRI MPRI OPRI QOR SR23 Page 7 Section Pictures - 9/12/2025 - SR27-SR23 SLT Bal Bijou Rd 9/12/2025 SR27-SR23 14 SR27-SR23_87e5a15d-dd1d-45e5-8794-296d7b6d3781_2025 0910_160510_334.jpg, 00:02:17, 42.90ft Intruding Sealing Ring, 5% of cross sectional area from 11 o'clock to 1 o'clock SR27-SR23_9998b2d7-d016-4fa0-8dc3-2dd384de58c8_2025 0910_161009_095.jpg, 00:04:43, 113.40ft Water Level, Sag in pipe, 80% of the vertical dimension, Start SR27-SR23_fdc37b7e-471d-4f26-a92e-889aed4ef157_20250 910_160521_053.jpg, 00:02:19, 42.90ft Infiltration Dripper at 12 o'clock, within 8 inch SR27-SR23_3bb0e5e5-c870-4815-912b-a120ba14f7d0_2025 0910_161335_766.jpg, 00:07:39, 167.70ft Tap Factory Made at 12 o'clock, 4inch dim, within 8 inch / 3411 AND 3433 LAKE TAHOE BLVD City Street Date Lateral Segment Reference Nr. Page 8 Section Pictures - 9/12/2025 - SR27-SR23 SLT Bal Bijou Rd 9/12/2025 SR27-SR23 14 SR27-SR23_83b4fb74-ae23-428b-9d77-004fe0efd513_20250 910_161556_558.jpg, 00:08:55, 169.20ft Repair Localized Liner / AC to CIPP (Lateral Re-Instated) SR27-SR23_3bd93f09-c762-4092-a509-37fa273f0d6d_20250 912_072926_316.jpg, 00:07:45, 170.90ft Survey Abandoned / Previous MSA point SR27-SR23_e7284ed8-037f-475f-bee3-fa02af8f7ddd_202509 10_161600_738.jpg, 00:08:55, 169.20ft Repair Localized Liner / AC to CIPP (Lateral Re-Instated) SR27-SR23_cb0b419d-7aa8-42a4-9b87-2d72dd3762c5_2025 0912_072800_502.jpg, 00:06:39, 175.20ft Repair Localized Liner / AC to CIPP (Lateral Reinstated) City Street Date Lateral Segment Reference Nr. Inspection report Date:Work Order:Pipe Segment Ref.:Weather:Surveyed By:Certificate Number: Year laid:Pre-cleaning:Pipe Joint Length:Direction:Total Length:Length Surveyed: 2025_09_09 Timber Cove // Page: 9 City:SLT Drainage Area:Upstream MH:SR27 Street:Bal Bijou Rd Media Label:Up Rim to Invert: Location Code:Flow Control:Downstream MH:SR23 Location Details:Sheet Number:Down Rim to Invert: Pipe shape:Circular Sewer Use:Total gallons used:0.0 Pipe size:8 "Sewer Category:SEC Joints passed:0 Pipe material:Asbestos Cement Purpose:Joints failed:0 Lining Method:Owner: Additional Info: 1:1272 Distance Code Observation Counter Photo Grade 0.0 AMH Manhole / SR27 00:00:00 0.0 MWL Water Level, 5% of the vertical dimension 00:16:20 0.0 S01 DAGS Deposits Attached Grease, 5% of cross sectional area from 4 o'clock to 8 o'clock, Start 00:16:20 42.9 ISSR Intruding Sealing Ring, 5% of cross sectional area from 11 o'clock to 1 o'clock 00:02:17 SR27-SR2 3_87e5a1 5d-dd1d-4 M2 42.9 ID Infiltration Dripper at 12 o'clock, within 8 inch 00:02:19 SR27-SR2 3_fdc37b7 e-471d-4f2 M3 113.4 S02 DAGS Deposits Attached Grease, 10% of cross sectional area from 3 o'clock to 9 o'clock, Start 00:04:42 113.4 S03 MWLS Water Level, Sag in pipe, 80% of the vertical dimension, Start 00:04:43 SR27-SR2 3_9998b2 d7-d016-4f 121.5 LR Alignment Right, 5% changed 00:05:24 M1 137.0 LL Alignment Left, 5% changed 00:06:39 M1 148.1 F02 DAGS Deposits Attached Grease, 10% of cross sectional area from 3 o'clock to 9 o'clock, Finish 00:06:59 M2 148.1 F03 MWLS Water Level, Sag in pipe, 80% of the vertical dimension, Finish 00:07:00 S3 156.1 S04 MWLS Water Level, Sag in pipe, 35% of the vertical dimension, Start 00:07:13 165.8 S05 RPL Repair Localized Liner, Start / AC to CIPP (Lateral Re-Instated) 00:08:13 167.7 TF Tap Factory Made at 12 o'clock, 4inch dim, within 8 inch / 3411 AND 3433 LAKE TAHOE BLVD 00:07:39 SR27-SR2 3_3bb0e5 e5-c870-4 9/10/2025 Cavin Ross U-0421-70401344 SR27-SR23 Jetting Downstream 264.9 '170.9 ' SR27 Inspection report Date:Work Order:Pipe Segment Ref.:Weather:Surveyed By:Certificate Number: Year laid:Pre-cleaning:Pipe Joint Length:Direction:Total Length:Length Surveyed: 2025_09_09 Timber Cove // Page: 10 1:1272 Distance Code Observation Counter Photo Grade 169.2 F05 RPL Repair Localized Liner, Finish / AC to CIPP (Lateral Re-Instated) 00:08:52 169.2 RPL Repair Localized Liner / AC to CIPP (Lateral Re-Instated)00:08:55 SR27-SR2 3_83b4fb7 4-ae23-42 169.2 TF Tap Factory Made at 12 o'clock, 4inch dim / 3411 AND 3433 LAKE TAHOE BLVD 00:09:06 170.9 TFA Tap Factory Made Active at 12 o'clock, 4inch dim / 3411 AND 3433 LAKE TAHOE BLVD 00:11:43 SR27-SR2 3_30c8ef4 a-a759-45 170.9 F01 DAGS Deposits Attached Grease, 5% of cross sectional area from 4 o'clock to 8 o'clock, Finish 00:13:05 M2 170.9 F04 MWLS Water Level, Sag in pipe, 35% of the vertical dimension, Finish 00:13:06 S3 170.9 MSA Survey Abandoned / Camera stopped at liner 00:13:07 264.9 End of pipe 9/10/2025 Cavin Ross U-0421-70401344 SR27-SR23 Jetting Downstream 264.9 '170.9 ' QSR QMR SPR MPR OPR SPRI MPRI OPRI 3A00 312G 30.0 89.0 3.0 2.0 2.2119.0 QOR 3A2G SR23 Page 11 Section Pictures - 9/10/2025 - SR27-SR23 SLT Bal Bijou Rd 9/10/2025 SR27-SR23 14 SR27-SR23_87e5a15d-dd1d-45e5-8794-296d7b6d3781_2025 0910_160510_334.jpg, 00:02:17, 42.90ft Intruding Sealing Ring, 5% of cross sectional area from 11 o'clock to 1 o'clock SR27-SR23_9998b2d7-d016-4fa0-8dc3-2dd384de58c8_2025 0910_161009_095.jpg, 00:04:43, 113.40ft Water Level, Sag in pipe, 80% of the vertical dimension, Start SR27-SR23_fdc37b7e-471d-4f26-a92e-889aed4ef157_20250 910_160521_053.jpg, 00:02:19, 42.90ft Infiltration Dripper at 12 o'clock, within 8 inch SR27-SR23_3bb0e5e5-c870-4815-912b-a120ba14f7d0_2025 0910_161335_766.jpg, 00:07:39, 167.70ft Tap Factory Made at 12 o'clock, 4inch dim, within 8 inch / 3411 AND 3433 LAKE TAHOE BLVD City Street Date Lateral Segment Reference Nr. Page 12 Section Pictures - 9/10/2025 - SR27-SR23 SLT Bal Bijou Rd 9/10/2025 SR27-SR23 14 SR27-SR23_83b4fb74-ae23-428b-9d77-004fe0efd513_20250 910_161556_558.jpg, 00:08:55, 169.20ft Repair Localized Liner / AC to CIPP (Lateral Re-Instated) SR27-SR23_30c8ef4a-a759-45a5-9c9d-c996f17d2e32_20250 910_161916_838.jpg, 00:11:43, 170.90ft Tap Factory Made Active at 12 o'clock, 4inch dim / 3411 AND 3433 LAKE TAHOE BLVD SR27-SR23_e7284ed8-037f-475f-bee3-fa02af8f7ddd_202509 10_161600_738.jpg, 00:08:55, 169.20ft Repair Localized Liner / AC to CIPP (Lateral Re-Instated) City Street Date Lateral Segment Reference Nr.