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HomeMy WebLinkAboutCCTV Inspection ReportPccrr CO \ 8'I KL C77001 sitevic CB, INC. PACP v7.0 Inspections and Scoring General Information: Surveyed by: Certificate number: Reviewed by MIKE NASSCO7 P0037928-062022 P/O number: Work order no.: Media label: Sheet number: Weather: Pre -cleaning: 11 I Direction: Technology used: U Location: Drainage area: Pipe segment ref.: SSMH 80 TO SSMH 90 City: Location code: RENTON Pipe: Sewer use: Height: Width: 8 in. 1 8 in. Coating method: Pipe joint length: Total length: 192.8 ft. Measurements: Reviewer certificate no. Owner: Project name: CC. EDWARDS 03-30-2023 Date cleaned: Flow control: Inspection Status Street: 14243 156TH AVE SE Location det. Shape: C Length surveyed: 192.8 ft. Upstream MH No: Rim to invert: Rim to grade: SSMH 90 Downstream MH No: Rim to invert: Rim to grade: SSMH 80 Coordinate system: Vertical datum: � I Additional Information: Puget Construction Services 1609 central ave s Phone:253-856-2572 Fax:253-859-5087 Consequence of failure: Material: PVC Year laid: Grade to invert: Northing: Easting Grade to invert: GPS accuracy: I Northing: Easting I Customer: Start date/time: 20230330 12:23 Purpose: Pressure value: Lining method: I Year renewed: Elevation: Elevation: PACP v7.0 Inspections and Scoring Page i of 14 Pipe Ratings Grade Structural: Amount of Segment Pipe Quick Defects Grade Rating RatingRatinq OW Pipe Quick Pipe Rating Rating Index Overall: Pipe Rating Pipe Rating LoF Risk Index 1 0 0 0 0000 ig 0 0000 0 2 0 0 3 0 0 4 0 0 5 0 0 Observations Distance Video Ref. PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref. Remarks (mm) Location 1st 2nd At/From To 0.0 ft. AMH ❑ / SSMH 80 0.0 ft. MWL 0 ❑ / 42.9 ft. 00:02:35 TF 6.000 ❑ 9 / 47.9 ft. 00:03:27 TF 6.000 ❑ 3 / 86.6 ft. 00:05:46 TF 6.000 ❑ 9 / 98.7 ft. 00:06:46 TF -- 6.000 ❑ 3 / - - - - -- _ 162.9 ft. 00:10:24 TF 6.000 ❑ 3 / 167.5 ft. 00:11:23 TF 6.000 ❑ 91 187.8 ft. 00:12:37 TF 6.000 ❑ 3 / 192.8 ft. 00:13:24 AMH ❑ / AMH 90 REACHED PACP v7.0Inspections and Scoring Pap 2 of 14 PACP v7.0 Inspections and Scoring General Information: Surveyed by: Certificate number: Reviewed by: Reviewer certificate no. Owner: Customer: MIKE NASSCO7 P0037928-062022 P/O number: Work order no.: Media label: Project name: Start date/time: I Sheet number: Direction: U Location: Drainage area City: RENTON Pipe: Sewer use: Coating method: Measurements: Upstream MH No: SSMH 91 Downstream MH No: SSMH 90 Coordinate system: Weather: 1 Technology used: Pipe segment ref.: SSMH 90 TO SSMH 91 Height: 8 in. Pipe joint length Additional Information: Pre -cleaning: Location code: Width: 8 in. Total length: 37.3 ft. CC. EDWARDS 03-30-2023 Date cleaned: Flow control Inspection Status: Street: 14243 186TH AVE SE Location details: Shape: C Length surveyed: 37.3 ft. Consequence of failure Material: PVC_ Year laid: Rim to invert: Rim to grade: Grade to invert: Northing: Rim to invert: Rim to grade: Grade to invert: Northing: Vertical datum: GPS accuracy: 20230330 13:18 Purpose: Pressure value: Lining method: Year renewed: Easting: Elevation: I Easting: Elevation: PACP v7.0 Inspections and Scoring Pape 3 of 14 Pipe Ratings Grade Structural: O&M: Overall: Amount of Segment Pipe Quick Pipe Quick Pipe Rating Pipe Rating Pipe Rating LoF Risk Defects Grade Rating RatingRatinq Rating Index Index 0 0 0 jIndex 00000 "DefectsGrade 0000 0 2 0 0 3 0 0 4 0 06 0 0 Observations Distance Video Ref. PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref. Remarks (mm) Location 1st 2nd At/From To 0.0 ft. AMH ❑ I SSMH 90 0.0 ft.-- MWL 0 ❑ / 37.3 ft. 00:01:59 AMH ❑ / AMH 91 REACHED PACP v7.0 Inapeed" and Scoring Papa 4 of 14 PACP v7.0 Inspections and Scoring General Information: Surveyed by: Certificate number: Reviewed by: Reviewer certificate no. Owner: Customer: MIKE NASSC07 P0037928-062022 I I I I I P/O number: Work order no.: Media label: Project name: Start date/time: Sheet number: Direction: U _I Location: Drainage area: City: RENTON Pipe: Sewer use: Coating method Measurements: Upstream MH No: SSMH 92 Downstream MH No: SSMH 91 Coordinate system Weather: 1 Technology used: Pipe segment ref.: SSMH 91 TO SSMH 92 Height: 8 in. Pipe joint length: Additional Information: Pre -cleaning: i I Location code: Width: 8 in. Total length: 56.4 ft. CC. EDWARDS 03-30-2023 Date cleaned: Flow control Inspection Status: Street: 14243 166TH AVE SE Location details: Shape: C Length surveyed: 56.4 ft. Consequence of failure: Material: PVC Year laid: Rim to invert: Rim to grade: Grade to invert: Northing: Rim to invert: Rim to grade: Grade to invert: Northing: Vertical datum: GPS accuracy: 20230330 13:23 Purpose: Pressure value: Lining method: Year renewed: Easting: Elevation: I Easting: Elevation: PACP v7.0 Inspections and Scoring Page 5 of 14 Pipe Ratings Grade Structural: O&f+1: Amount of Segment Pipe Quick Pipe Rating AmoRSegment Pipe Quick Pipe Rating Defects Grade Rating Rating Index DefGrade Ratinq Rating Index Overall: Pipe Rating Pipe Rating LoF Risk Index 1 0 0 0 0000 0 0 0000 0 2 0 0 0 3 0 0 0 4 0 0 0 6 0 0 0 Distance Video Ref. 0.0 ft. 0.0 ft. 19.5 ft. 00:01:18 51.2 ft. 00:02:66 56.4 ft. 00:03:36 Observations PACP Code Continuous Value Inches % Joint Circumferential (mm) Location 1st 2nd At/From To AMH ❑ / TF 6.000 ❑ 3 / TF 6.000 ❑ 3 / AMH Rating Image Ref. Remarks SSMH 91 AMH 92 REACHED PACP v7.0 Inspections and Scoring Page 6 of 14 PACP v7.0 Inspections and Scoring General Information: Surveyed by: Certificate number: Reviewed by: Reviewer certificate no. Owner: Customer: MIKE NMSC07 P0037928-062022 P/O number: Work order no.: Media label: Project name: Start date/time: I I CC. EDWARDS 03-30-2023 20230330 13:38 Sheet number: Weather: Pre -cleaning: Date cleaned: Flow control: Purpose: 11 I I I I Direction: Technology used: Inspection Status: Consequence of failure: Pressure value: U I I I Location: Drainage area: Pipe segment ref.: Street: SSMH 90 TO SSMH 95 I 14243 156TH AVE SE City: Location code: Location details: RENTON I Pipe: Sewer use: Height: Width: Shape: Material: Lining method: 6 in. 8 In. I C PVC Coating method: Pipe joint length: Total length: Length surveyed: Year laid: Year renewed: 37.5 ft. I 37.5 ft. Measurements: Upstream MH No: Rim to invert: Rim to grade: Grade to invert: Northing: Easting: Elevation: SSMH 96 I J Downstream MH No: Rim to invert: Rim to grade: Grade to invert: Northing: Easting: Elevation: SSMH 90 I J Coordinate system: Vertical datum: GPS accuracy: I Additional Information: PACP v7.0 Inspections and Scoring Pap 7 of 14 Pipe Ratings Grade Structural: Amount of Segment Pipe Quick Defects Grade Rating RatingGrade OW Segment Pipe Quick Pipe Rating Ratinq Rating Index Overall: Pipe Rating Pipe Rating LoF Risk Index 1 0 0 0 jIndexMDefects 00000 0 0 0000 2 0 0 0 3 0 0 4 0 0 0 6 0 0 0 Distance Video Ref 0.0 ft. 0.0 ft. 26.2ft. 00:01:31 32.8 ft. 00:02:16 37.8 ft. 00:03:00 PACP Code Continuous Value Inches % (mm) Ist 2nd TF AMH 6.000 6.000 0 Observations Joint Circumferential Rating Image Ref. Location At/From To ❑ / ❑ 3l Remarks SSMH 90 AMH 95 REACHED PACP v7.0 Inspections and Scoring Page 8 of 14 PACP v7.0 Inspections and Scoring General Information: Surveyed by: Certificate number: Reviewed by: Reviewer certificate no. Owner: MIKE NASSC07 P0037928-062022 P/O number: Work order no.: Media label: Project name: I I I CC. EDWARDS 03-30-2023 Sheet number: Weather: Pre -cleaning: Date cleaned: Flow control: 1 1 I J Direction: Technology used: Inspection Status: Consequence of failure: u- --- _ I I --I I Location: Drainage area City RENTON Pipe: Sewer use: Coating method: Measurements: Upstream MH No: SSMH 100 Downstream MH No: SSMH 96 Coordinate system: Pipe segment ref.: SSMH 96 TO SSMH 100 Location code: Street: 14243156TH AVE SE Location details: Customer: Start date/time: 20230330 14:18 Purpose: Pressure value: Height: Width: Shape: Material: Lining method: 8 in. 8 in. C I PVC Pipe joint length: Total length: Length surveyed: Year laid: Year renewed: 42.4 ft. 42.4 ft. Additional Information: Rim to invert: Rim to grade: Grade to invert: Northing Rim to invert: Rim to grade: Grade to invert: Northing: Vertical datum: GPS accuracy: Easting: Elevation: I Easting: Elevation: I PAC v7.0 Inspections and Scoring Pepe 9 or 14 Pipe Ratings Grade Structural: O&M: Overall: Amount of Segment Pipe Quick segment Pipe Quick Pipe Rating Pipe Rating Pipe Rating LoF Risk Defects Grade Rating RatingGrade Ratinq Rating Index Index 1 0 0 00000 im 0 0 0000 0 2 0 0 0 3 0 0 4 0 0 0 6 0 0 0 Observations Distance Video Ref. PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref. Remarks (mm) Location 1st 2nd At/From To 0.0 ft. AMH ❑ / SSMH 96 0.0 ft. MWL 0 ❑ / - -- - - - - - 42.4 ft. 00:01:68 AMH ❑ / AMN 100 REACHED PACP v7.0 Inspection and Scoring Pape 10 of 14 PACP v7.0 Inspections and Scoring General Information: c; Certificate number: Reviewed by: Reviewer certificate no. Owner: Customer: MIKE NASSC07 P0037928-062022 P/O number: Work order no.: Media label: Project name: Start date/time: Sheet number: Weather: Pre -cleaning: I1 IJ I Direction: Technology used: u I I Location: Drainage area: Pipe segmt 88MH 100 TO SSMH 105 City: Location code: RENTON I Pipe: Sewer use: Coating method: Measurements: Upstream MH No: 88MH 105 Downstream MH No: 88MH 100 Coordinate system: Height: 8 In. Pipe joint length Additional Information: Width: 8 In. Total length: 56.4 ft. I Rim to invert: Rim to invert: Vertical datum: CC. EDWARDS 03-30-2023 Date cleaned: Flow control: Inspection Status: Street: 14243156TH AVE SE Location details: Shape: C Length surveyed: 86.4 ft. Consequence of failure: Material: PVC Year laid: Rim to grade: Grade to invert: Northing Rim to grade: Grade to invert: Northing GPS accuracy: Easting: Easting: 20230330 14:43 I Purpose: Pressure value: Lining method: Year renewed: Elevation: Elevation: I PAC v7.0 Inspections and Scoring Page t I of 14 Pipe Ratings Grade Structural: Amount of Segment Pipe Quick Pipe RatingMo Defects Grade Rating Rating IndexGrade OW Segment Pipe Quick Pipe Rating Ratinq Rating Index Overall: Pipe Rating Pipe Rating LoF Risk Index 1 0 0 0 0000 0 0 0000 0 2 0 0 3 0 0 0 4 0 0 8 0 0 Observations Distance Video Ref. PACP Code Continuous Value Inches % Joint Circumferential Rating Image Ref. Remarks (mm) Location Ist 2nd At/From To 0.0 ft. AMH ❑ 0.0 ft. MWL 0 ❑ ! 24.0 ft. 00:01:13 TF 6.000 ❑ 3 ! 52.4 ft. 00:02:53 TF 6.000 ❑ 3 ! 56.4 ft. 00:03:43 AMH ❑ I PACP v7.0 Inspections and Scoring Page 12 of 14 PACP v7.0 Inspections and Scoring General Information: Surveyed by: Certificate number: Reviewed by: Reviewer certificate no. Owner: Customer: MIKE NASSC07 P0037928-062022 1 11 1 1 P/O number: Work order no.: Media label: Project name: Start date/time: J Sheet number: J Direction: U Location: Drainage area City: RENTON Pipe: Sewer use: Coating method: Measurements: I Weather: 1 I Technology used: Pipe segment ref.: SSMH-70 TO SSMH40 Height: 8In. Pipe joint length: 1 I Pre -cleaning: J I Location code: Width: 8 In. 1 Total length: 293.2 ft. Upstream MH No: Rim to invert: Rim to grade: SSMH 80 Downstream MH No: Rim to invert: Rim to grade: SSMH 70 Coordinate system: Vertical datum: Additional Information: CC. EDWARDS 03-30-2023 Date cleaned: Flow control: Inspection Status: Street: 14243156TH AVE SE Location details: Shape: C Length surveyed: 293.2 ft. Grade to invert: Grade to invert: GPS accuracy: Consequence of failure: Material: PVC_ Year laid: Northing: Easting: Northing: Easting: 20230330 14:86 Purpose: 1 Pressure value: Lining method: Year renewed: Elevation: Elevation: PACP v7.0 Inspections and Scoring Page 13 of 14 Pipe Ratings Grade Structural: Amount of Segment Pipe Quick Pipe Ratingio Defects Grade Rating Rating Index OW egment Pipe Quick Pipe Rating Grade Rating Rating Index Overall: Pipe Rating Pipe Rating LoF Risk Index 0 0 0000 0 0000 0 0 p Distance Video Ref 0.0 ft. 0.0 ft. 88.6 ft. 00:02:23 60.6 ft. 00:03:08 106.1 ft. 00:05:46 110.9 ft. 00:06:22 164.E ft. 00:08:42 188.2 ft. 00:09:16 196.2ft. 00:11:17 200.0 ft. 00:11:62 242.4 ft. 00:14:01 246.0 ft. 00:14:44 287.3 ft. 00;16:46 289.8 ft. 00.17:15 293.2 ft. 00:18:07 PACP Code Continuous Value Inches % (mm) 1st 2nd AMH MWL TF TF TF TF TF TF TF TF TF TF TF TF AMH 6.000 6.000 6.000 6.000 6.000 6.000 6.000� 6.000� 6.000 6.000 6.000 6.000� 0 Observations Joint Circumferential Location At/From To ❑ 9l ❑ 3/ ❑ 9/ ❑ 3/ ❑ 9/ ❑ 3/ ❑ 9/ ❑ — 31 v ❑ 9/ ❑ 3/ ❑ 9/ ❑ 3/ ❑ / Rating Image Ref. Remarks SSMH 70 AMH 80 REACHED PACP v7.0 inspections and 8cadng Papa 14 of 14