B09_Amendment_3_MALU_293291_Video_Pipe_Inspection_Attachment_11_0003.pdf

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MALU 293291 Rehabilitate the Visitor Center and
Solicitation number
140P2024R0056
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This document appears to be an inspection report for a video pipe inspection of a sewer system in Atlanta, Georgia. The report covers multiple pipe segments and manhole-to-manhole sections, providing details on the condition of the pipe including water levels, deposits, offsets, and taps. The report includes high-resolution photographs documenting the observations made during the inspection. This appears to be a technical document intended to provide an assessment of the sewer pipe's condition to the owner or operator.

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GPRS

Tel. 470.553.4874

4: Poor Condition

Severe Defects that will become Grade 5 defects within the foerseeable future- Pipe will probably fail in 5-10 years

2: Good Condition

Defects that have not begun to deteriorate- Pipe unlikely to fail for at least 20 years.

5: Immediate Attention

Defects require immediate attention- Pipe has failed or will likely fail within the next 5 years or sooner.

1: Excellent Condition

Minor Defects- Failure unlikley in the foreseeable future

3: Fair Condition

Moderate defects that will continue to deteriorate- Pipe may fail in 10-20 years.

Legend of Classification (Section)

Page P-1

4/25/2022

Project

Calibre 4.25.22 amenendez Image

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:

Calibre 4.25.22 // Page: 1

City: atlanta Drainage Area: Upstream MH: mh1

Street: auburn ave Media Label: Up Rim to Invert: 0.0

Location Code: Flow Control: Downstream MH: mh2

Location Details: Sheet Number: Down Rim to Invert: 0.0

Pipe shape: Circular Sewer Use: Total gallons used: 0.0

Pipe size: 18 " Sewer Category: SEC Joints passed: 0

Pipe material: Reinforced Concrete Pipe Purpose: Joints failed: 0

Lining Method: Owner:

Additional Info:

1:475 Distance Code Observation Counter Photo Grade

0.00 AMH Manhole / mh2 00:00:03

0.00 MWL Water Level, 5% of the vertical dimension 00:00:04 1

43.00 S01 DSZ Deposits Settled Other, 5% of cross sectional area from 4 o'clock to 8 o'clock, Start / unknown

00:00:49 2

52.00 F01 DSZ Deposits Settled Other, 5% of cross sectional area from 4 o'clock to 8 o'clock, Finish / unknown

00:00:57 3 M2

54.29 ACB Catch Basin / cb1 00:01:02 4

4/25/2022 wheeler 1 MH1 TO MH2

No Pre-Cleaning Upstream 54.3 ' 54.3 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI

0000 2200 0.0 4.0 0.0 2.0 2.04.0

QOR

mh2 mh1

Section Pictures - 4/25/2022 - MH1 TO MH2 atlanta auburn ave 4/25/2022 MH1 TO MH2 1

1, 00:00:04, 0.00ft Water Level, 5% of the vertical dimension

3, 00:00:57, 52.00ft Deposits Settled Other, 5% of cross sectional area from 4 o'clock to 8 o'clock, Finish / unknown

2, 00:00:49, 43.00ft Deposits Settled Other, 5% of cross sectional area from 4 o'clock to 8 o'clock, Start / unknown

4, 00:01:02, 54.29ft Catch Basin / cb1

City Street Date Pipe Segment Reference Nr.

Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

Calibre 4.25.22 // Page: 3

City: atlanta Drainage Area: Upstream MH: mh2

Street: auburn ave Media Label: Up Rim to Invert: 0.0

Location Code: Flow Control: Downstream MH: mh3

Location Details: Sheet Number: Down Rim to Invert: 0.0

Pipe shape: Circular Sewer Use: Total gallons used: 0.0

Pipe size: 18 " Sewer Category: SEC Joints passed: 0

Pipe material: Reinforced Concrete Pipe Purpose: Joints failed: 0

Lining Method: Owner:

Additional Info:

1:118 Distance Code Observation Counter Photo Grade

0.00 AMH Manhole / mh2 00:00:06 1

0.00 MWL Water Level, 5% of the vertical dimension 00:00:07 2

13.41 AMH Manhole / mh3 00:00:58 3

4/25/2022 wheeler 1 MH2 TO MH3

No Pre-Cleaning Downstream 13.4 ' 13.4 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI

QOR

mh2 mh3

Section Pictures - 4/25/2022 - MH2 TO MH3 atlanta auburn ave 4/25/2022 MH2 TO MH3 2

1, 00:00:06, 0.00ft Manhole / mh2

3, 00:00:58, 13.41ft Manhole / mh3

2, 00:00:07, 0.00ft Water Level, 5% of the vertical dimension

Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

Calibre 4.25.22 // Page: 5

City: atlanta Drainage Area: Upstream MH: mh3

Street: auburn ave Media Label: Up Rim to Invert: 0.0

Location Code: Flow Control: Downstream MH: mh4

Location Details: Sheet Number: Down Rim to Invert: 0.0

Pipe shape: Circular Sewer Use: Total gallons used: 0.0

Pipe size: 18 " Sewer Category: SEC Joints passed: 0

Pipe material: Reinforced Concrete Pipe Purpose: Joints failed: 0

Lining Method: Owner:

Additional Info:

1:672 Distance Code Observation Counter Photo Grade

0.00 AMH Manhole / mh3 00:00:00

0.00 MWL Water Level, 5% of the vertical dimension 00:00:01 1

0.00 S01 DSGV Deposits Settled Gravel, 10% of cross sectional area, at 6 o'clock , Start

00:00:03 2 M2

0.00 S02 DSGV Deposits Settled Gravel, 10% of cross sectional area from 4 o'clock to 8 o'clock, Start

00:00:06

12.00 F02 DSGV Deposits Settled Gravel, 10% of cross sectional area from 4 o'clock to 8 o'clock, Finish

00:00:24 3 M2

13.00 JOM Joint Offset Medium 00:00:24 4 S1

21.00 S03 DSZ Deposits Settled Other, 10% of cross sectional area from 4 o'clock to 8 o'clock, Start / other

00:00:31 5

60.00 F03 DSZ Deposits Settled Other, 10% of cross sectional area from 4 o'clock to 8 o'clock, Finish / other

00:03:11 6 M2

62.15 DSGV Deposits Settled Gravel, 10% of cross sectional area, at 6 o'clock

00:03:13 7 M2

76.89 AMH Manhole / mh4 00:03:31 8

4/25/2022 wheeler 1 MH3 TO MH4

No Pre-Cleaning Downstream 76.9 ' 76.9 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI

1100 2A00 1.0 22.0 1.0 2.0 1.923.0

QOR

2A11 mh3 mh4

Section Pictures - 4/25/2022 - MH3 TO MH4 atlanta auburn ave 4/25/2022 MH3 TO MH4 3

1, 00:00:01, 0.00ft Water Level, 5% of the vertical dimension

3, 00:00:24, 12.00ft Deposits Settled Gravel, 10% of cross sectional area from 4 o'clock to 8 o'clock, Finish

2, 00:00:03, 0.00ft Deposits Settled Gravel, 10% of cross sectional area, at 6 o'clock , Start

4, 00:00:24, 13.00ft Joint Offset Medium

Section Pictures - 4/25/2022 - MH3 TO MH4 atlanta auburn ave 4/25/2022 MH3 TO MH4 3

5, 00:00:31, 21.00ft Deposits Settled Other, 10% of cross sectional area from 4 o'clock to 8 o'clock, Start / other

7, 00:03:13, 62.15ft Deposits Settled Gravel, 10% of cross sectional area, at 6 o'clock

6, 00:03:11, 60.00ft Deposits Settled Other, 10% of cross sectional area from 4 o'clock to 8 o'clock, Finish / other

8, 00:03:31, 76.89ft Manhole / mh4

Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

Calibre 4.25.22 // Page: 8

City: atlanta Drainage Area: Upstream MH: mh6

Street: auburn ave Media Label: Up Rim to Invert: 0.0

Location Code: Flow Control: Downstream MH: mh5

Location Details: Sheet Number: Down Rim to Invert: 0.0

Pipe shape: Circular Sewer Use: Total gallons used: 0.0

Pipe size: 18 " Sewer Category: SEC Joints passed: 0

Pipe material: Reinforced Concrete Pipe Purpose: Joints failed: 0

Lining Method: Owner:

Additional Info:

1:1851 Distance Code Observation Counter Photo Grade

32.36 TB Tap Break-In, at 9 o'clock , 4 inch dim 00:00:17 1

42.77 TB Tap Break-In, at 9 o'clock , 4 inch dim 00:01:33 2

48.38 TB Tap Break-In, at 3 o'clock , 4 inch dim 00:01:44 3

55.29 TF Tap Factory Made, at 12 o'clock , 4 inch dim 00:02:11 4

65.49 TB Tap Break-In, at 3 o'clock , 4 inch dim 00:03:20 5

78.02 TB Tap Break-In, at 9 o'clock , 4 inch dim 00:03:48 6

94.91 TB Tap Break-In, at 3 o'clock , 4 inch dim 00:04:33 7

94.91 TB Tap Break-In, at 9 o'clock , 4 inch dim 00:04:35 8

107.48 TB Tap Break-In, at 9 o'clock , 4 inch dim 00:06:12 9

130.00 TB Tap Break-In, at 3 o'clock , 4 inch dim 00:06:43 10

139.62 TF Tap Factory Made, at 12 o'clock , 4 inch dim 00:07:05 11

144.85 TB Tap Break-In, at 3 o'clock , 4 inch dim 00:07:19 12

177.39 TB Tap Break-In, at 9 o'clock , 4 inch dim 00:08:23 13

211.86 AMH Manhole / mh6 00:09:56 14

4/25/2022 wheeler 1 MH5 TO MH6

No Pre-Cleaning Upstream 211.9 ' 211.9 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI

QOR

mh5 mh6

Section Pictures - 4/25/2022 - MH5 TO MH6 atlanta auburn ave 4/25/2022 MH5 TO MH6 4

1, 00:00:17, 32.36ft Tap Break-In, at 9 o'clock , 4 inch dim

3, 00:01:44, 48.38ft Tap Break-In, at 3 o'clock , 4 inch dim

2, 00:01:33, 42.77ft Tap Break-In, at 9 o'clock , 4 inch dim

4, 00:02:11, 55.29ft Tap Factory Made, at 12 o'clock , 4 inch dim

Section Pictures - 4/25/2022 - MH5 TO MH6 atlanta auburn ave 4/25/2022 MH5 TO MH6 4

5, 00:03:20, 65.49ft Tap Break-In, at 3 o'clock , 4 inch dim

7, 00:04:33, 94.91ft Tap Break-In, at 3 o'clock , 4 inch dim

6, 00:03:48, 78.02ft Tap Break-In, at 9 o'clock , 4 inch dim

8, 00:04:35, 94.91ft Tap Break-In, at 9 o'clock , 4 inch dim

Section Pictures - 4/25/2022 - MH5 TO MH6 atlanta auburn ave 4/25/2022 MH5 TO MH6 4

9, 00:06:12, 107.48ft Tap Break-In, at 9 o'clock , 4 inch dim

11, 00:07:05, 139.62ft Tap Factory Made, at 12 o'clock , 4 inch dim

10, 00:06:43, 130.00ft Tap Break-In, at 3 o'clock , 4 inch dim

12, 00:07:19, 144.85ft Tap Break-In, at 3 o'clock , 4 inch dim

Section Pictures - 4/25/2022 - MH5 TO MH6 atlanta auburn ave 4/25/2022 MH5 TO MH6 4

13, 00:08:23, 177.39ft Tap Break-In, at 9 o'clock , 4 inch dim

14, 00:09:56, 211.86ft Manhole / mh6

Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

Calibre 4.25.22 // Page: 13

City: atlanta Drainage Area: Upstream MH: CO1

Street: auburn ave Media Label: Up Rim to Invert: 0.0

Location Code: Flow Control: Downstream MH: JACKSON ST

Location Details: Sheet Number: Down Rim to Invert: 0.0

Pipe shape: Circular Sewer Use: Total gallons used: 0.0

Pipe size: 18 " Sewer Category: SEC Joints passed: 0

Pipe material: Reinforced Concrete Pipe Purpose: Joints failed: 0

Lining Method: Owner:

Additional Info:

1:1485 Distance Code Observation Counter Photo Grade

0.00 ACOM Cleanout Mainline / CO1 00:00:00

0.00 MWL Water Level, 5% of the vertical dimension 00:01:26

79.00 S01 MWLS Water Level, Sag in pipe, 10% of the vertical dimension, Start

00:03:16 1

88.00 F01 MWLS Water Level, Sag in pipe, 10% of the vertical dimension, Finish

00:03:23 2 S2

90.00 S02 MWLS Water Level, Sag in pipe, 10% of the vertical dimension, Start

00:03:29 3

95.00 F02 MWLS Water Level, Sag in pipe, 10% of the vertical dimension, Finish

00:03:40 S2

95.00 MMC Material Change, Not known / MATERIAL CHANGE TO

CONCRETE OR CLAY TILE..UNKNOWN WHICH

00:03:40 4

170.00 MSA Survey Abandoned / MADE IT TO JACKSON ST..UNABLE

TO PUSH FURTHER

00:05:24 5

4/29/2022 Michael Wheeler u-0220-70308701 CO1 TO JACKSON ST

No Pre-Cleaning Downstream 170.0 ' 170.0 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI

2300 0000 6.0 0.0 2.0 0.0 2.06.0

QOR

CO1

Section Pictures - 4/29/2022 - CO1 TO JACKSON ST atlanta auburn ave 4/29/2022 CO1 TO JACKSON ST 5

1, 00:03:16, 79.00ft Water Level, Sag in pipe, 10% of the vertical dimension, Start

3, 00:03:29, 90.00ft Water Level, Sag in pipe, 10% of the vertical dimension, Start

2, 00:03:23, 88.00ft Water Level, Sag in pipe, 10% of the vertical dimension, Finish

4, 00:03:40, 95.00ft Material Change, Not known / MATERIAL CHANGE TO

CONCRETE OR CLAY TILE..UNKNOWN WHICH

Section Pictures - 4/29/2022 - CO1 TO JACKSON ST atlanta auburn ave 4/29/2022 CO1 TO JACKSON ST 5

5, 00:05:24, 170.00ft Survey Abandoned / MADE IT TO JACKSON ST..UNABLE TO

PUSH FURTHER

Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

Calibre 4.25.22 // Page: 16

City: atlanta Drainage Area: Upstream MH: CO2

Street: auburn ave Media Label: Up Rim to Invert: 0.0

Location Code: Flow Control: Downstream MH: MAIN

Location Details: Sheet Number: Down Rim to Invert: 0.0

Pipe shape: Circular Sewer Use: Total gallons used: 0.0

Pipe size: 4 " Sewer Category: SEC Joints passed: 0

Pipe material: Polyvinyl Chloride Purpose: Joints failed: 0

Lining Method: Owner:

Additional Info:

1:525 Distance Code Observation Counter Photo Grade

0.00 ACOM Cleanout Mainline / CO2 00:00:00

0.00 MWL Water Level, 0% of the vertical dimension 00:00:28 1

10.00 TF Tap Factory Made at 9 o'clock, 4inch dim 00:00:49 2

16.00 MWL Water Level, 5% of the vertical dimension 00:01:01 3

19.00 LR Alignment Right, 10% changed 00:01:06 4 M1

20.00 LL Alignment Left, 10% changed 00:01:09 5 M1

25.00 TF Tap Factory Made at 2 o'clock, 4inch dim 00:01:25 6

45.00 TF Tap Factory Made at 9 o'clock, 4inch dim 00:01:30 7

56.00 LD Alignment Down, 10% changed 00:01:43 8 M1

60.00 MSA Survey Abandoned / DROP INTO MAIN 00:03:39 9

4/29/2022 Michael Wheeler u-0220-70308701 CO2 TO MAIN

No Pre-Cleaning Downstream 60.0 ' 60.0 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI

0000 1300 0.0 3.0 0.0 1.0 1.03.0

QOR

CO2

Section Pictures - 4/29/2022 - CO2 TO MAIN atlanta auburn ave 4/29/2022 CO2 TO MAIN 6

1, 00:00:28, 0.00ft Water Level, 0% of the vertical dimension

3, 00:01:01, 16.00ft Water Level, 5% of the vertical dimension

2, 00:00:49, 10.00ft Tap Factory Made at 9 o'clock, 4inch dim

4, 00:01:06, 19.00ft Alignment Right, 10% changed

Section Pictures - 4/29/2022 - CO2 TO MAIN atlanta auburn ave 4/29/2022 CO2 TO MAIN 6

5, 00:01:09, 20.00ft Alignment Left, 10% changed

7, 00:01:30, 45.00ft Tap Factory Made at 9 o'clock, 4inch dim

6, 00:01:25, 25.00ft Tap Factory Made at 2 o'clock, 4inch dim

8, 00:01:43, 56.00ft Alignment Down, 10% changed

Section Pictures - 4/29/2022 - CO2 TO MAIN atlanta auburn ave 4/29/2022 CO2 TO MAIN 6

9, 00:03:39, 60.00ft Survey Abandoned / DROP INTO MAIN

File details come from the government source that posted it. Updated .