Attachment 5 - Storm Sewer Camera Report.pdf

PDF 2 MB Posted

Attached to
Repair Airfield Apron Federal contract opportunity
Solicitation number
FA667521R0016
Issued by
Department of the Air Force Reserve Command

About this file

Written by GovTribe AI ·

This document outlines a federal solicitation for repair and alteration work at an airfield apron. The solicitation seeks phased repairs, alterations, and infrastructure improvements to the airfield apron and surrounding areas at NAS Fort Worth JRB in compliance with design specifications. Requirements include temporary fencing, line painting, pavement restoration, removal of sun shade structures, stormwater improvements, underground utilities, tie-down points, and environmental protections. The contracting office is located at NAS Fort Worth JRB. The acquisition is a 100% small business set-aside with a single award firm fixed price contract not exceeding $10 million under NAICS code 237310. A site visit will take place on July 7th with proposals due July 23rd. Special access arrangements are required for the airfield.

View the file

Other files for this federal contract opportunity

Other files attached to Repair Airfield Apron, newest first.
File Type Posted
Attachment 10 - Past Perf Questionnaire 20Jul21.pdf PDF
Attachment 2 - Drawings 21JUL21.pdf PDF
Attachment 11 - Questions and Answers 21JUL21.pdf PDF
Solicitation Amendment FA667521R00160002 SF 30.pdf PDF
Attachment 3 - Specifications - 15JUL21.pdf PDF
Attachment 2 - Drawings - 15JUL21.pdf PDF
Solicitation Amendment FA667521R00160001 SF 30.pdf PDF
Attachment 7 - RFI.pdf PDF
Attachment 14 - Site Visit Sign In Sheet.pdf PDF
Attachment 11 - Questions and Answers 19JUL21.pdf PDF
Attachment 13 - Utility Site Plan.pdf PDF
Attachment 2 - Drawings - 15JUL21.pdf PDF
Attachment 3 - Specifications - 15JUL21.pdf PDF
Attachment 12 - Additional Details.pdf PDF
Attachment 11 - Questions and Answers.pdf PDF
Attachment 2 - Drawings - 09JUL21.pdf PDF
Attachment 11 - Questions and Answers.pdf PDF
Site Visit Sign In Sheet - FA667521R0016.pdf PDF
Attachment 11 - Questions and Answers.pdf PDF
Attachment 1 - CLIN 0002 ID SKETCH.pdf PDF
Solicitation - FA667521R0016.pdf PDF
Attachment 3 - Specifications.pdf PDF
Attachment 2 - Drawings.pdf PDF
Attachment 4 - Geotechnical Engineering Study.pdf PDF
Attachment 9 - DB Wage Rates 01 Jan 2021 Tarrant County.pdf PDF
Attachment 1 - CLIN ID SKETCH.pdf PDF
Attachment 10 - Past Perf Questionnaire.pdf PDF
Attachment 8 - AF 3000.pdf PDF
Attachment 7 - RFI Form.pdf PDF
Attachment 6 - Submittal Register.xlsx XLSX spreadsheet
Show all 30

On GovTribe

Work with this file on GovTribe

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file
Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

NAS Fort Worth JRB: Aircraft Parking

Apron COAs

Naval Air Station Fort Worth Joint Reserve Base F-35 Aircraft Parking Apron

35%SUBMITTAL STORM SEWER CAMERA REPORT

23 OCTOBER 2020

AL STORM SEWER CAMERA REPORT

ER 2020

GPRS

5217 Monroe St., Toledo, OH 43623

Tel. 281.728.7025 dustin.booth@gprsinc.com

Table of Contents

Page T-1

Project Date 8/24/2020

Project Name

NASJRB081120

Project Information .......................................................................................................................................................................................P-1

Legend of Classification (Section) .......................................................................................................................................................................................P-2

Section Profile .......................................................................................................................................................................................P-3

Section Summary .......................................................................................................................................................................................P-4

Section: 1; Purple12 - Purple13

Section: 2; purple10 - purple11

Section: 3; green10 - green11

Section: 4; green11 - green12

Section: 5; BlueCB09 - BlueCB08

Section: 6; BlueCB10 - BlueCB09

Section: 7; BlueCB10 - BlueCB11

Section: 8; Red7 - Red6

Section: 9; Red8 - Red7

Section: 10; Red9 - Red8

Section: 11; Red10 - Red9

Section: 12; Red11 - Red10

Section: 13; Red11 - Red12

Section: 14; Red12 - Red13

Section: 15; Red13 - Red14

Section: 16; Red14 - Red15

Tel. 281.728.7025 dustin.booth@gprsinc.com

Page P-1

Project Information

Contractor

Company: GPRS

Responsible person: Dustin Booth

Division: VPI

Street: 5217 Monroe St.

City: Toledo, OH 43623

Phone: 281.728.7025

Fax:

Mobile:

E-Mail: dustin.booth@gprsinc.com

Project Date 8/24/2020

Project Name

NASJRB081120

Tel. 281.728.7025 dustin.booth@gprsinc.com

1: Excellent Condition

Minor Defects- Failure unlikley in the foreseeable future

2: Good Condition

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

3: Fair Condition

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

4: Poor Condition

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

5: Immediate Attention

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

Legend of Classification (Section)

Page P-2

Project Date 8/24/2020

Tel. 281.728.7025 dustin.booth@gprsinc.com

Page P-3

Section Profile

Section No.

Upstream

MH

Downstream

MH

Date Street Media Label Material Total Length

Length Surveyed

8 Red7 Red6 8/13/2020 Rogner Drive Concrete Segments (unbolted)

258.43 258.43

9 Red8 Red7 8/13/2020 Rogner Drive Concrete Segments (unbolted)

85.70 85.70

10 Red9 Red8 8/13/2020 Rogner Drive Concrete Segments (unbolted)

85.41 85.41

11 Red10 Red9 8/13/2020 Rogner Drive Concrete Segments (unbolted)

143.51 143.51

12 Red11 Red10 8/13/2020 Rogner Drive Concrete Segments (unbolted)

297.46 297.46

13 Red11 Red12 8/13/2020 Rogner Drive Reinforced Concrete Pipe

251.96 251.96

14 Red12 Red13 8/13/2020 Rogner Drive Reinforced Concrete Pipe

214.26 214.26

15 Red13 Red14 8/13/2020 Rogner Drive Reinforced Concrete Pipe

36.54 36.54

8 x Circular 15 = 1486.68 Total Length ( 1486.68 Length Surveyed )

Section No.

Upstream

MH

Downstream

MH

Date Street Media Label Material Total Length

Length Surveyed

1 Purple12 Purple13 8/13/2020 Rogner Drive Reinforced Concrete Pipe

608.78 608.78

2 purple10 purple11 8/11/2020 Rogner Drive Reinforced Concrete Pipe

247.95 247.95

3 green10 green11 8/11/2020 Rogner Drive Reinforced Concrete Pipe

495.97 495.97

3 x Circular 36 = 1788.85 Total Length ( 1788.85 Length Surveyed )

Section No.

Upstream

MH

Downstream

MH

Date Street Media Label Material Total Length

Length Surveyed

6 BlueCB10 BlueCB09 8/11/2020 Rogner Drive Segmented Block

385.34 385.34

7 BlueCB10 BlueCB11 8/11/2020 Rogner Drive Segmented Block

284.34 284.34

2 x Rectangular 60 = 1224.14 Total Length ( 1224.14 Length Surveyed )

Total: 13 = 4499.67 Total Length ( 3395.65 Length Surveyed )

Project Date 8/24/2020

Tel. 281.728.7025 dustin.booth@gprsinc.com

Page P-4

Number of sections 16

Total length of sewer network 4499.67 ft

Inspected length of sewer network 4499.67 ft

Not inspected length of sewer network 0.00 ft

Total abandoned inspections 3

Number of section inspection photos 31

Number of section inspection videos 16

Number of section inspection scans 0

Number of section inclination measurements 0

Pipe Segment Reference

Purple12 - Purple13 Upstream MH Purple12

City Ft Worth Downstream MH Purple13

Street Rogner Drive Shape Circular 36inch

Total Length 608.8 Material Reinforced Concrete Pipe

Distance PACP Code Observation

1 0.0 AMH Manhole

2 0.0 MWL Water Level, 10% of the vertical dimension

3 42.5 OBM Obstruction Pipe Material in Invert, 10% of cross sectional area from 5 o'clock to 7 o'clock

4 106.3 OBI Obstruction Intruding Through Wall, 10% of cross sectional area from 1 o'clock to 2 o'clock

5 196.5 RFJ Roots Fine Joint at 12 o'clock, within 8 inch

6 608.8 MGO Miscellaneous General Observation

7 608.8 AEP End of Pipe

Pipe Segment Reference purple10-purple11 Upstream MH purple10

City Ft Worth Downstream MH purple11

Street Rogner Drive Shape Circular 36inch

Total Length 248.0 Material Reinforced Concrete Pipe

Distance PACP Code Observation

1 0.0 AMH Manhole

2 0.0 MWL Water Level, 10% of the vertical dimension

3 40.8 MGO Miscellaneous General Observation

4 40.8 TFA Tap Factory Activity at 9 o'clock, dia/height: 36inch

5 68.0 OBR Obstruction Rocks, 10% of cross sectional area from 5 o'clock to 7 o'clock, Start

6 79.8 OBR Obstruction Rocks, 10% of cross sectional area from 5 o'clock to 7 o'clock, Finish

7 206.2 TB Tap Break-in/Hammer at 12 o'clock, dia/height: 8inch

8 248.0 AMH Manhole

Section Summary Project Date 8/24/2020

Tel. 281.728.7025 dustin.booth@gprsinc.com

Page P-5

Pipe Segment Reference green10-green11 Upstream MH green10

City Ft Worth Downstream MH green11

Street Rogner Drive Shape Circular 36inch

Total Length 496.0 Material Reinforced Concrete Pipe

Distance PACP Code Observation

1 0.0 AMH Manhole

2 0.0 MWL Water Level, 10% of the vertical dimension

3 59.8 OBR Obstruction Rocks, 5% of cross sectional area at 6 o'clock

4 496.0 AMH Manhole

Pipe Segment Reference green11-green12 Upstream MH green11

City Ft Worth Downstream MH green12

Street Rogner Drive Shape Circular 36inch

Total Length 436.2 Material Reinforced Concrete Pipe

Distance PACP Code Observation

1 0.0 AMH Manhole

2 0.0 MWL Water Level, 10% of the vertical dimension

3 103.7 HSV Hole Soil Visible at 2 o'clock

4 199.4 TFA Tap Factory Activity at 10 o'clock, dia/height: 36inch

5 265.8 TFA Tap Factory Activity at 10 o'clock, dia/height: 36inch

6 265.9 MGO Miscellaneous General Observation

7 317.1 MGO Miscellaneous General Observation

8 436.2 MSA Miscellaneous Survey Abandoned

Pipe Segment Reference

BlueCB09-BlueCB08 Upstream MH BlueCB09

City Ft Worth Downstream MH BlueCB08

Street Rogner Drive Shape Rectangular 60inch

Total Length 554.5 Material Segmented Block

Distance PACP Code Observation

1 0.0 ACB Catch Basin

2 0.0 MWL Water Level, 10% of the vertical dimension

3 81.1 TBI Tap Break-In Intruding at 9 o'clock, dia/height: 12inch, intruding: 12inch

4 132.4 TB Tap Break-in/Hammer at 9 o'clock, dia/height: 12inch

5 175.6 IDJ Infiltration Dripper Joint at 12 o'clock, within 8 inch

6 335.8 TB Tap Break-in/Hammer at 12 o'clock, dia/height: 10inch

7 518.7 TBI Tap Break-In Intruding at 10 o'clock, dia/height: 6inch, intruding: 24inch

8 554.5 MSA Miscellaneous Survey Abandoned

Pipe Segment Reference

BlueCB10-BlueCB09 Upstream MH BlueCB10

City Ft Worth Downstream MH BlueCB09

Street Rogner Drive Shape Rectangular 60inch

Total Length 385.3 Material Segmented Block

Distance PACP Code Observation

1 0.0 ACB Catch Basin

2 0.0 MWL Water Level, 10% of the vertical dimension

3 15.1 TBA Tap Break-in Activity at 10 o'clock, dia/height: 6inch

4 113.1 TBI Tap Break-In Intruding at 9 o'clock, dia/height: 18inch, intruding: 4inch

5 385.3 ACB Catch Basin

Section Summary Project Date 8/24/2020

Tel. 281.728.7025 dustin.booth@gprsinc.com

Page P-6

Pipe Segment Reference

BlueCB10-BlueCB11 Upstream MH BlueCB10

City Ft Worth Downstream MH BlueCB11

Street Rogner Drive Shape Rectangular 60inch

Total Length 284.3 Material Segmented Block

Distance PACP Code Observation

1 0.0 ACB Catch Basin

2 0.0 MWL Water Level, 10% of the vertical dimension

3 86.4 TBI Tap Break-In Intruding at 3 o'clock, dia/height: 18inch, intruding: 4inch

4 284.3 ACB Catch Basin

Pipe Segment Reference

Red7-Red6 Upstream MH Red7

City Ft Worth Downstream MH Red6

Street Rogner Drive Shape Circular 15inch

Total Length 258.4 Material Concrete Segments (unbolted)

Distance PACP Code Observation

1 0.0 ACB Catch Basin

2 0.0 MWL Water Level, 0% of the vertical dimension

3 144.2 H Hole at 11 o'clock

4 180.7 HVV Hole Void Visible at 10 o'clock

5 258.4 ACB Catch Basin

Pipe Segment Reference

Red8-Red7 Upstream MH Red8

City Ft Worth Downstream MH Red7

Street Rogner Drive Shape Circular 15inch

Total Length 85.7 Material Concrete Segments (unbolted)

Distance PACP Code Observation

1 0.0 ACB Catch Basin

2 0.0 MWL Water Level, 0% of the vertical dimension

3 85.7 ACB Catch Basin

Pipe Segment Reference

Red9-Red8 Upstream MH Red9

City Ft Worth Downstream MH Red8

Street Rogner Drive Shape Circular 15inch

Total Length 85.4 Material Concrete Segments (unbolted)

Distance PACP Code Observation

1 0.0 ACB Catch Basin

2 0.0 MWL Water Level, 0% of the vertical dimension

3 85.4 ACB Catch Basin

Pipe Segment Reference

Red10-Red9 Upstream MH Red10

City Ft Worth Downstream MH Red9

Street Rogner Drive Shape Circular 15inch

Total Length 143.5 Material Concrete Segments (unbolted)

Distance PACP Code Observation

1 0.0 ACB Catch Basin

2 0.0 MWL Water Level, 0% of the vertical dimension

3 9.9 OBR Obstruction Rocks, 5% of cross sectional area at 6 o'clock

4 37.4 OBR Obstruction Rocks, 10% of cross sectional area at 6 o'clock

5 143.5 ACB Catch Basin

Section Summary Project Date 8/24/2020

Tel. 281.728.7025 dustin.booth@gprsinc.com

Page P-7

Pipe Segment Reference

Red11-Red10 Upstream MH Red11

City Ft Worth Downstream MH Red10

Street Rogner Drive Shape Circular 15inch

Total Length 297.5 Material Concrete Segments (unbolted)

Distance PACP Code Observation

1 0.0 ACB Catch Basin

2 0.0 MWL Water Level, 0% of the vertical dimension

3 297.5 ACB Catch Basin

Pipe Segment Reference

Red11-Red12 Upstream MH Red11

City Ft Worth Downstream MH Red12

Street Rogner Drive Shape Circular 15inch

Total Length 252.0 Material Reinforced Concrete Pipe

Distance PACP Code Observation

1 0.0 ACB Catch Basin

2 0.0 MWL Water Level, 0% of the vertical dimension

3 252.0 ACB Catch Basin

Pipe Segment Reference

Red12-Red13 Upstream MH Red12

City Ft Worth Downstream MH Red13

Street Rogner Drive Shape Circular 15inch

Total Length 214.3 Material Reinforced Concrete Pipe

Distance PACP Code Observation

1 0.0 ACB Catch Basin

2 0.0 MWL Water Level, 10% of the vertical dimension

3 214.3 ACB Catch Basin

Pipe Segment Reference

Red13-Red14 Upstream MH Red13

City Ft Worth Downstream MH Red14

Street Rogner Drive Shape Circular 15inch

Total Length 36.5 Material Reinforced Concrete Pipe

Distance PACP Code Observation

1 0.0 ACB Catch Basin

2 0.0 MWL Water Level, 10% of the vertical dimension

3 36.5 TFA Tap Factory Activity at 10 o'clock, dia/height: 15inch

4 36.5 ACB Catch Basin

Pipe Segment Reference

Red14-Red15 Upstream MH Red14

City Ft Worth Downstream MH Red15

Street Rogner Drive Shape Circular 15inch

Total Length 113.4 Material Reinforced Concrete Pipe

Distance PACP Code Observation

1 0.0 ACB Catch Basin

2 0.0 MWL Water Level, 10% of the vertical dimension

3 113.4 MSA Miscellaneous Survey Abandoned

Section Summary Project Date 8/24/2020

Tel. 281.728.7025 dustin.booth@gprsinc.com

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:

NASJRB081120 // Page: 1

City: Ft Worth Drainage Area: Upstream MH: Purple12

Street: Rogner Drive Media Label: Up Rim to Invert: 0.0

Location Code: Flow Control: Downstream MH: Purple13

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

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

Pipe size: 36 " Sewer Category: SEC Joints passed: 0

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

Lining Method: Owner:

Additional Info:

1:4595 Distance Code Observation Counter Photo Grade

0.0 AMH Manhole / Purple12 00:00:00

0.0 MWL Water Level, 10% of the vertical dimension 00:00:00

42.5 OBM Obstruction Pipe Material in Invert, 10% of cross sectional area from 5 o'clock to 7 o'clock

00:00:34 Purple12 - Purple13_ d67c67ca-

M2

106.3 OBI Obstruction Intruding Through Wall, 10% of cross sectional area from 1 o'clock to 2 o'clock / Grounding rod punctured through top of pipe. Technician also located and verified

00:01:22 Purple12 - Purple13_ 128e179c-

M5

196.5 RFJ Roots Fine Joint at 12 o'clock, within 8 inch 00:04:13 Purple12 - Purple13_ 54529dee-

M1

608.8 MGO Miscellaneous General Observation / Access point

covered/concreted over. Tech was able to successfully locate it on the surface.

00:14:10 Purple12 - Purple13_a ce65b83-6

608.8 AEP End of Pipe 00:14:48

8/13/2020 Dustin Booth 70308696 Purple12 - Purple13

Not Known Downstream 608.8 ' 608.8 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI

5100 5121 5.0 8.0 5.0 2.7 3.213.0

QOR

Purple12

Purple13

Tel. 281.728.7025 dustin.booth@gprsinc.com

Section Pictures - 8/13/2020 - Purple12 - Purple13

Ft Worth Rogner Drive 8/13/2020 Purple12 - Purple13 1

Purple12 - Purple13_d67c67ca-dc62-4036-9dbf-f190416f85e1_20200824_ 104041_095.jpg, 00:00:34, 42.49ft Obstruction Pipe Material in Invert, 10% of cross sectional area from 5 o'clock to 7 o'clock

Purple12 - Purple13_bf0d6dee-e670-4860-bd43-5620aeb49bda_20200824 _104629_008.jpg, 00:01:22, 106.25ft Obstruction Intruding Through Wall, 10% of cross sectional area from 1 o'clock to 2 o'clock / Grounding rod punctured through top of pipe. Technician also located and verified which grounding rod it was on the surface.

Purple12 - Purple13_128e179c-c7d8-4753-a98a-070e7f589bf5_20200824 _104438_863.jpg, 00:01:22, 106.25ft Obstruction Intruding Through Wall, 10% of cross sectional area from 1 o'clock to 2 o'clock / Grounding rod punctured through top of pipe. Technician also located and verified which grounding rod it was on the surface.

Purple12 - Purple13_54529dee-e5f6-4e20-8445-337262fdbd6f_20200824_ 105108_566.jpg, 00:04:13, 196.51ft Roots Fine Joint at 12 o'clock, within 8 inch

City Street Date Pipe Segment Reference Section No.

Tel. 281.728.7025 dustin.booth@gprsinc.com

Section Pictures - 8/13/2020 - Purple12 - Purple13

Ft Worth Rogner Drive 8/13/2020 Purple12 - Purple13 1

Purple12 - Purple13_ace65b83-62bc-4487-a9df-79630dbf126e_20200824 _110424_678.jpg, 00:14:10, 608.78ft Miscellaneous General Observation / Access point covered/concreted over. Tech was able to successfully locate it on the surface.

Tel. 281.728.7025 dustin.booth@gprsinc.com

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:

NASJRB081120 // Page: 4

City: Ft Worth Drainage Area: Upstream MH: purple10

Street: Rogner Drive Media Label: Up Rim to Invert: 0.0

Location Code: Flow Control: Downstream MH: purple11

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

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

Pipe size: 36 " Sewer Category: SEC Joints passed: 0

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

Lining Method: Owner:

Additional Info:

1:1872 Distance Code Observation Counter Photo Grade

0.0 AMH Manhole / purple10 00:00:00

0.0 MWL Water Level, 10% of the vertical dimension 00:00:02

40.8 MGO Miscellaneous General Observation / buried vault present 00:01:02

40.8 TFA Tap Factory Activity at 9 o'clock, dia/height: 36inch 00:01:02 purple10-p urple11_cd 0382a1-a9

68.0 S01 OBR Obstruction Rocks, 10% of cross sectional area from 5 o'clock to 7 o'clock, Start

00:01:39 purple10-p urple11_de d472bb-05

79.8 F01 OBR Obstruction Rocks, 10% of cross sectional area from 5 o'clock to 7 o'clock, Finish

00:01:50 M2

206.2 TB Tap Break-in/Hammer at 12 o'clock, dia/height: 8inch 00:03:40 purple10-p urple11_9f 714053-d2

248.0 AMH Manhole / purple11 00:04:36

8/11/2020 Dustin Booth 70308696 purple10-purple11

Not Known Downstream 248.0 ' 248.0 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI

0000 2200 0.0 4.0 0.0 2.0 2.04.0

QOR

purple10 purple11

Tel. 281.728.7025 dustin.booth@gprsinc.com

Section Pictures - 8/11/2020 - purple10-purple11

Ft Worth Rogner Drive 8/11/2020 purple10-purple11 2 purple10-purple11_cd0382a1-a9cc-45e6-bbdc-fac2362207b4_2 0200915_090852_542.jpg, 00:01:02, 40.76ft Tap Factory Activity at 9 o'clock, dia/height: 36inch purple10-purple11_9f714053-d23c-4248-b8cf-c024fe0a8d74_20 200915_091318_604.jpg, 00:03:40, 206.21ft Tap Break-in/Hammer at 12 o'clock, dia/height: 8inch purple10-purple11_ded472bb-05dc-465b-a4e3-c5d76ae558c2_ 20200915_091035_666.jpg, 00:01:39, 68.00ft Obstruction Rocks, 10% of cross sectional area from 5 o'clock to 7 o'clock, Start

Tel. 281.728.7025 dustin.booth@gprsinc.com

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:

NASJRB081120 // Page: 6

City: Ft Worth Drainage Area: Upstream MH: green10

Street: Rogner Drive Media Label: Up Rim to Invert: 0.0

Location Code: Flow Control: Downstream MH: green11

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

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

Pipe size: 36 " Sewer Category: SEC Joints passed: 0

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

Lining Method: Owner:

Additional Info:

1:3744 Distance Code Observation Counter Photo Grade

0.0 AMH Manhole / green10 00:00:00

0.0 MWL Water Level, 10% of the vertical dimension 00:00:01

59.8 OBR Obstruction Rocks, 5% of cross sectional area at 6 o'clock / large rock present

00:00:51 green10-gr een11_538 e3398-88c

M2

496.0 AMH Manhole / green11 - buried MH. Tech located it with site contact

00:06:39 green10-gr een11_d00 3e329-3c9

8/11/2020 Dustin Booth 70308696 green10-green11

Not Known Downstream 496.0 ' 496.0 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI

0000 2100 0.0 2.0 0.0 2.0 2.02.0

QOR

green10 green11

Tel. 281.728.7025 dustin.booth@gprsinc.com

Section Pictures - 8/11/2020 - green10-green11

Ft Worth Rogner Drive 8/11/2020 green10-green11 3 green10-green11_538e3398-88c9-4870-8381-eefb56e4abad_20 200915_091900_271.jpg, 00:00:51, 59.76ft Obstruction Rocks, 5% of cross sectional area at 6 o'clock / large rock present green10-green11_d003e329-3c99-4d12-89e1-c90cfcf7e32f_202 00915_092708_123.jpg, 00:06:39, 495.97ft Manhole / green11 - buried MH. Tech located it with site contact

Tel. 281.728.7025 dustin.booth@gprsinc.com

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:

NASJRB081120 // Page: 8

City: Ft Worth Drainage Area: Upstream MH: green11

Street: Rogner Drive Media Label: Up Rim to Invert: 0.0

Location Code: Flow Control: Downstream MH: green12

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

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

Pipe size: 36 " Sewer Category: SEC Joints passed: 0

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

Lining Method: Owner:

Additional Info:

1:3292 Distance Code Observation Counter Photo Grade

0.0 AMH Manhole / green11 00:00:00

0.0 MWL Water Level, 10% of the vertical dimension 00:00:01

103.7 HSV Hole Soil Visible at 2 o'clock / Active hole/break in the line.

Water is running through.

00:02:09 green11-gr een12_875 49bdc-c0d

S5

199.4 TFA Tap Factory Activity at 10 o'clock, dia/height: 36inch 00:04:50 green11-gr een12_cc3 43bba-dce

265.8 TFA Tap Factory Activity at 10 o'clock, dia/height: 36inch 00:07:11 green11-gr een12_140 c5a69-bf3c

265.9 MGO Miscellaneous General Observation / Vault present. Appears a catch basin has been covered/concreted over.

00:07:35 green11-gr een12_91a 65315-566

317.1 MGO Miscellaneous General Observation / Concreted catch basin present.

00:09:44 green11-gr een12_85a 3ec85-6cf4

436.2 MSA Miscellaneous Survey Abandoned / Ran out of cable. 00:14:08 green11-gr een12_8f3 03b7e-88a

8/11/2020 Dustin Booth 70308696 green11-green12

Not Known Downstream 436.2 ' 436.2 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI

5100 0000 5.0 0.0 5.0 0.0 5.05.0

QOR

green11

Tel. 281.728.7025 dustin.booth@gprsinc.com

Section Pictures - 8/11/2020 - green11-green12

Ft Worth Rogner Drive 8/11/2020 green11-green12 4 green11-green12_87549bdc-c0d3-4edb-8aa7-395053991525_2 0200915_093619_486.jpg, 00:02:09, 103.72ft Hole Soil Visible at 2 o'clock / Active hole/break in the line. Water is running through.

green11-green12_140c5a69-bf3c-4d45-bd92-69ba4e4e5645_20 200915_094206_537.jpg, 00:07:11, 265.83ft Tap Factory Activity at 10 o'clock, dia/height: 36inch green11-green12_cc343bba-dce4-456e-a4a7-7b21fee59d3b_20 200915_093942_202.jpg, 00:04:50, 199.36ft Tap Factory Activity at 10 o'clock, dia/height: 36inch green11-green12_91a65315-566c-40c8-a5c4-07712831f4cd_20 200915_094335_469.jpg, 00:07:35, 265.86ft Miscellaneous General Observation / Vault present. Appears a catch basin has been covered/concreted over.

Tel. 281.728.7025 dustin.booth@gprsinc.com

Section Pictures - 8/11/2020 - green11-green12

Ft Worth Rogner Drive 8/11/2020 green11-green12 4 green11-green12_85a3ec85-6cf4-4112-94a6-b8cbe5304924_20 200915_094604_724.jpg, 00:09:44, 317.07ft Miscellaneous General Observation / Concreted catch basin present.

green11-green12_8f303b7e-88a5-436a-94a6-a42bdb16b466_20 200915_095032_666.jpg, 00:14:08, 436.15ft Miscellaneous Survey Abandoned / Ran out of cable.

Tel. 281.728.7025 dustin.booth@gprsinc.com

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:

NASJRB081120 // Page: 11

City: Ft Worth Drainage Area: Upstream MH: BlueCB09

Street: Rogner Drive Media Label: Up Rim to Invert: 0.0

Location Code: Flow Control: Downstream MH: BlueCB08

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

Pipe shape: Rectangular Sewer Use: Stormwater Pipe Total gallons used: 0.0

Pipe size: 60 " Sewer Category: SEC Joints passed: 0

Pipe material: Segmented Block Purpose: Joints failed: 0

Lining Method: Owner:

Additional Info:

1:4185 Distance Code Observation Counter Photo Grade

0.0 ACB Catch Basin / BlueCB09 00:00:00

0.0 MWL Water Level, 10% of the vertical dimension 00:00:06

81.1 TBI Tap Break-In Intruding at 9 o'clock, dia/height: 12inch, intruding: 12inch

00:02:08 BlueCB09- BlueCB08_ f4091d6f-4

M5

132.4 TB Tap Break-in/Hammer at 9 o'clock, dia/height: 12inch 00:03:53 BlueCB09- BlueCB08_ 328d55f3-

175.6 IDJ Infiltration Dripper Joint at 12 o'clock, within 8 inch 00:05:19 BlueCB09- BlueCB08_ cd38b3da-

M3

335.8 TB Tap Break-in/Hammer at 12 o'clock, dia/height: 10inch 00:08:57 BlueCB09- BlueCB08_ e9138f42-0

518.7 TBI Tap Break-In Intruding at 10 o'clock, dia/height: 6inch, intruding: 24inch

00:16:44 BlueCB09- BlueCB08_ 5c67cd49-f

M5

554.5 MSA Miscellaneous Survey Abandoned / Ran out of cable. Almost reached outfall at end of the line.

00:19:13

8/11/2020 Dustin Booth 70308696 BlueCB09-BlueCB08

Not Known Downstream 554.5 ' 554.5 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI

0000 5231 0.0 13.0 0.0 4.3 4.313.0

QOR

BlueCB09

Tel. 281.728.7025 dustin.booth@gprsinc.com

Section Pictures - 8/11/2020 - BlueCB09-BlueCB08

Ft Worth Rogner Drive 8/11/2020 BlueCB09-BlueCB08 5

BlueCB09-BlueCB08_f4091d6f-41e6-4e63-99c0-d5adf61c6500 _20200915_103113_184.jpg, 00:02:08, 81.12ft Tap Break-In Intruding at 9 o'clock, dia/height: 12inch, intruding:

12inch

BlueCB09-BlueCB08_cd38b3da-6da6-443d-80ee-89da591127a 5_20200915_103606_097.jpg, 00:05:19, 175.63ft Infiltration Dripper Joint at 12 o'clock, within 8 inch

BlueCB09-BlueCB08_328d55f3-b265-4f0f-95f3-99be9b44c979 _20200915_103340_745.jpg, 00:03:53, 132.44ft Tap Break-in/Hammer at 9 o'clock, dia/height: 12inch

BlueCB09-BlueCB08_fb7dc58d-118e-4438-b9a0-6bd545b3bf82 _20200915_103614_330.jpg, 00:05:19, 175.63ft Infiltration Dripper Joint at 12 o'clock, within 8 inch

Tel. 281.728.7025 dustin.booth@gprsinc.com

Section Pictures - 8/11/2020 - BlueCB09-BlueCB08

Ft Worth Rogner Drive 8/11/2020 BlueCB09-BlueCB08 5

BlueCB09-BlueCB08_e9138f42-0fad-411a-8abb-ebe5c347aef1 _20200915_104041_818.jpg, 00:08:57, 335.78ft Tap Break-in/Hammer at 12 o'clock, dia/height: 10inch

BlueCB09-BlueCB08_5c67cd49-f435-480b-be46-8ce429f19a99 _20200915_104935_138.jpg, 00:16:44, 518.69ft Tap Break-In Intruding at 10 o'clock, dia/height: 6inch, intruding:

24inch

Tel. 281.728.7025 dustin.booth@gprsinc.com

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:

NASJRB081120 // Page: 14

City: Ft Worth Drainage Area: Upstream MH: BlueCB10

Street: Rogner Drive Media Label: Up Rim to Invert: 0.0

Location Code: Flow Control: Downstream MH: BlueCB09

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

Pipe shape: Rectangular Sewer Use: Stormwater Pipe Total gallons used: 0.0

Pipe size: 60 " Sewer Category: SEC Joints passed: 0

Pipe material: Segmented Block Purpose: Joints failed: 0

Lining Method: Owner:

Additional Info:

1:2909 Distance Code Observation Counter Photo Grade

0.0 ACB Catch Basin / BlueCB10 00:00:00

0.0 MWL Water Level, 10% of the vertical dimension 00:00:00

15.1 TBA Tap Break-in Activity at 10 o'clock, dia/height: 6inch 00:00:27 BlueCB10- BlueCB09_ 89f38b1a-1

113.1 TBI Tap Break-In Intruding at 9 o'clock, dia/height: 18inch, intruding: 4inch

00:01:55 BlueCB10- BlueCB09_ d380954c-f

M2

385.3 ACB Catch Basin / Boarded up catch basin 00:06:02 BlueCB10- BlueCB09_ 3f81c250-7

8/11/2020 Dustin Booth 70308696 BlueCB10-BlueCB09

Not Known Downstream 385.3 ' 385.3 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI

0000 2100 0.0 2.0 0.0 2.0 2.02.0

QOR

BlueCB10

BlueCB09

Tel. 281.728.7025 dustin.booth@gprsinc.com

Section Pictures - 8/11/2020 - BlueCB10-BlueCB09

Ft Worth Rogner Drive 8/11/2020 BlueCB10-BlueCB09 6

BlueCB10-BlueCB09_89f38b1a-1813-4a59-9630-ce238cc16d2 9_20200915_111448_650.jpg, 00:00:27, 15.11ft Tap Break-in Activity at 10 o'clock, dia/height: 6inch

BlueCB10-BlueCB09_3f81c250-7529-447c-a54f-9dd7f7a7c559 _20200915_112543_768.jpg, 00:06:02, 385.34ft Catch Basin / Boarded up catch basin

BlueCB10-BlueCB09_d380954c-faca-4bde-96f4-990df2569448 _20200915_111824_054.jpg, 00:01:55, 113.08ft Tap Break-In Intruding at 9 o'clock, dia/height: 18inch, intruding:

4inch

Tel. 281.728.7025 dustin.booth@gprsinc.com

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:

NASJRB081120 // Page: 16

City: Ft Worth Drainage Area: Upstream MH: BlueCB10

Street: Rogner Drive Media Label: Up Rim to Invert: 0.0

Location Code: Flow Control: Downstream MH: BlueCB11

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

Pipe shape: Rectangular Sewer Use: Stormwater Pipe Total gallons used: 0.0

Pipe size: 60 " Sewer Category: SEC Joints passed: 0

Pipe material: Segmented Block Purpose: Joints failed: 0

Lining Method: Owner:

Additional Info:

1:2146 Distance Code Observation Counter Photo Grade

0.0 ACB Catch Basin / BlueCB10 00:00:00

0.0 MWL Water Level, 10% of the vertical dimension 00:00:00

86.4 TBI Tap Break-In Intruding at 3 o'clock, dia/height: 18inch, intruding: 4inch

00:01:22 BlueCB10- BlueCB11_ d03f84bb-

M2

284.3 ACB Catch Basin / BlueCB11 00:05:57

8/11/2020 Dustin Booth 70308696 BlueCB10-BlueCB11

Not Known Downstream 284.3 ' 284.3 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI

0000 2100 0.0 2.0 0.0 2.0 2.02.0

QOR

BlueCB10

BlueCB11

Tel. 281.728.7025 dustin.booth@gprsinc.com

Section Pictures - 8/11/2020 - BlueCB10-BlueCB11

Ft Worth Rogner Drive 8/11/2020 BlueCB10-BlueCB11 7

BlueCB10-BlueCB11_d03f84bb-3cc5-4f6f-b04f-d297c8613d61_ 20200915_113410_072.jpg, 00:01:22, 86.38ft Tap Break-In Intruding at 3 o'clock, dia/height: 18inch, intruding:

4inch

Tel. 281.728.7025 dustin.booth@gprsinc.com

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:

NASJRB081120 // Page: 18

City: Ft Worth Drainage Area: Upstream MH: Red7

Street: Rogner Drive Media Label: Up Rim to Invert: 0.0

Location Code: Flow Control: Downstream MH: Red6

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

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

Pipe size: 15 " Sewer Category: SEC Joints passed: 0

Pipe material: Concrete Segments (unbolted) Purpose: Joints failed: 0

Lining Method: Owner:

Additional Info:

1:1951 Distance Code Observation Counter Photo Grade

0.0 ACB Catch Basin / Red7 00:00:00

0.0 MWL Water Level, 0% of the vertical dimension 00:00:03

144.2 H Hole at 11 o'clock / small hole is visible with visible water marks from past.

00:03:11 Red7-Red 6_b543e93 9-cddb-49

S4

180.7 HVV Hole Void Visible at 10 o'clock 00:04:50 Red7-Red

6_b626066 3-e7c1-44e

S5

258.4 ACB Catch Basin / Red6 00:07:46

8/13/2020 Dustin Booth 70308696 Red7-Red6

Not Known Downstream 258.4 ' 258.4 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI

5141 0000 9.0 0.0 4.5 0.0 4.59.0

QOR

Red7

Red6

Tel. 281.728.7025 dustin.booth@gprsinc.com

Section Pictures - 8/13/2020 - Red7-Red6

Ft Worth Rogner Drive 8/13/2020 Red7-Red6 8

Red7-Red6_b543e939-cddb-496f-9b30-40b2efe854c3_202009 15_120817_449.jpg, 00:03:11, 144.18ft Hole at 11 o'clock / small hole is visible with visible water marks from past.

Red7-Red6_b6260663-e7c1-44e2-8981-37635749b513_20200 915_121037_631.jpg, 00:04:50, 180.72ft Hole Void Visible at 10 o'clock

Red7-Red6_1ca8dfc0-e363-4a23-a245-78d906a29231_202009 15_120828_296.jpg, 00:03:11, 144.18ft Hole at 11 o'clock / small hole is visible with visible water marks from past.

Tel. 281.728.7025 dustin.booth@gprsinc.com

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:

NASJRB081120 // Page: 20

City: Ft Worth Drainage Area: Upstream MH: Red8

Street: Rogner Drive Media Label: Up Rim to Invert: 0.0

Location Code: Flow Control: Downstream MH: Red7

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

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

Pipe size: 15 " Sewer Category: SEC Joints passed: 0

Pipe material: Concrete Segments (unbolted) Purpose: Joints failed: 0

Lining Method: Owner:

Additional Info:

1:647 Distance Code Observation Counter Photo Grade

0.0 ACB Catch Basin / Red8 00:00:00

0.0 MWL Water Level, 0% of the vertical dimension 00:00:00

85.7 ACB Catch Basin / Red7 00:02:12

8/13/2020 Dustin Booth 70308696 Red8-Red7

Not Known Downstream 85.7 ' 85.7 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI

0000 0000 0.0 0.0 0.0 0.0 0.00.0

QOR

Red8

Red7

Tel. 281.728.7025 dustin.booth@gprsinc.com

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:

NASJRB081120 // Page: 21

City: Ft Worth Drainage Area: Upstream MH: Red9

Street: Rogner Drive Media Label: Up Rim to Invert: 0.0

Location Code: Flow Control: Downstream MH: Red8

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

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

Pipe size: 15 " Sewer Category: SEC Joints passed: 0

Pipe material: Concrete Segments (unbolted) Purpose: Joints failed: 0

Lining Method: Owner:

Additional Info:

1:645 Distance Code Observation Counter Photo Grade

0.0 ACB Catch Basin / Red9 00:00:00

0.0 MWL Water Level, 0% of the vertical dimension 00:00:01

85.4 ACB Catch Basin / Red8 00:03:54

8/13/2020 Dustin Booth 70308696 Red9-Red8

Not Known Downstream 85.4 ' 85.4 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI

0000 0000 0.0 0.0 0.0 0.0 0.00.0

QOR

Red9

Red8

Tel. 281.728.7025 dustin.booth@gprsinc.com

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:

NASJRB081120 // Page: 22

City: Ft Worth Drainage Area: Upstream MH: Red10

Street: Rogner Drive Media Label: Up Rim to Invert: 0.0

Location Code: Flow Control: Downstream MH: Red9

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

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

Pipe size: 15 " Sewer Category: SEC Joints passed: 0

Pipe material: Concrete Segments (unbolted) Purpose: Joints failed: 0

Lining Method: Owner:

Additional Info:

1:1084 Distance Code Observation Counter Photo Grade

0.0 ACB Catch Basin / Red10 00:00:00

0.0 MWL Water Level, 0% of the vertical dimension 00:00:01

9.9 OBR Obstruction Rocks, 5% of cross sectional area at 6 o'clock 00:00:25 Red10-Re d9_aca7d3 fe-d513-40

M2

37.4 OBR Obstruction Rocks, 10% of cross sectional area at 6 o'clock 00:01:48 Red10-Re d9_113d27 52-99c5-4

M2

143.5 ACB Catch Basin / Red9 00:03:56

8/13/2020 Dustin Booth 70308696 Red10-Red9

Not Known Downstream 143.5 ' 143.5 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI

0000 2200 0.0 4.0 0.0 2.0 2.04.0

QOR

Red10

Red9

Tel. 281.728.7025 dustin.booth@gprsinc.com

Section Pictures - 8/13/2020 - Red10-Red9

Ft Worth Rogner Drive 8/13/2020 Red10-Red9 11

Red10-Red9_aca7d3fe-d513-40f3-88dc-24b13351c96a_202009 15_122624_677.jpg, 00:00:25, 9.94ft Obstruction Rocks, 5% of cross sectional area at 6 o'clock

Red10-Red9_113d2752-99c5-4260-b6bb-82a22681fdc6_20200 915_122824_081.jpg, 00:01:48, 37.41ft Obstruction Rocks, 10% of cross sectional area at 6 o'clock

Tel. 281.728.7025 dustin.booth@gprsinc.com

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:

NASJRB081120 // Page: 24

City: Ft Worth Drainage Area: Upstream MH: Red11

Street: Rogner Drive Media Label: Up Rim to Invert: 0.0

Location Code: Flow Control: Downstream MH: Red10

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

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

Pipe size: 15 " Sewer Category: SEC Joints passed: 0

Pipe material: Concrete Segments (unbolted) Purpose: Joints failed: 0

Lining Method: Owner:

Additional Info:

1:2245 Distance Code Observation Counter Photo Grade

0.0 ACB Catch Basin / Red11 00:00:00

0.0 MWL Water Level, 0% of the vertical dimension 00:00:02

297.5 ACB Catch Basin / Red10 00:04:15

8/13/2020 Dustin Booth 70308696 Red11-Red10

Not Known Downstream 297.5 ' 297.5 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI

0000 0000 0.0 0.0 0.0 0.0 0.00.0

QOR

Red11

Red10

Tel. 281.728.7025 dustin.booth@gprsinc.com

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:

NASJRB081120 // Page: 25

City: Ft Worth Drainage Area: Upstream MH: Red11

Street: Rogner Drive Media Label: Up Rim to Invert: 0.0

Location Code: Flow Control: Downstream MH: Red12

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

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

Pipe size: 15 " Sewer Category: SEC Joints passed: 0

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

Lining Method: Owner:

Additional Info:

1:1902 Distance Code Observation Counter Photo Grade

0.0 ACB Catch Basin / Red11 00:00:00

0.0 MWL Water Level, 0% of the vertical dimension 00:00:15

252.0 ACB Catch Basin / Red12 00:00:00

8/13/2020 Dustin Booth 70308696 Red11-Red12

Not Known Downstream 252.0 ' 252.0 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI

0000 0000 0.0 0.0 0.0 0.0 0.00.0

QOR

Red11

Red12

Tel. 281.728.7025 dustin.booth@gprsinc.com

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:

NASJRB081120 // Page: 26

City: Ft Worth Drainage Area: Upstream MH: Red12

Street: Rogner Drive Media Label: Up Rim to Invert: 0.0

Location Code: Flow Control: Downstream MH: Red13

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

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

Pipe size: 15 " Sewer Category: SEC Joints passed: 0

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

Lining Method: Owner:

Additional Info:

1:1618 Distance Code Observation Counter Photo Grade

0.0 ACB Catch Basin / Red12 00:00:00

0.0 MWL Water Level, 10% of the vertical dimension 00:00:02

214.3 ACB Catch Basin / Red13 00:00:00

8/13/2020 Dustin Booth 70308696 Red12-Red13

Not Known Downstream 214.3 ' 214.3 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI

0000 0000 0.0 0.0 0.0 0.0 0.00.0

QOR

Red12

Red13

Tel. 281.728.7025 dustin.booth@gprsinc.com

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:

NASJRB081120 // Page: 27

City: Ft Worth Drainage Area: Upstream MH: Red13

Street: Rogner Drive Media Label: Up Rim to Invert: 0.0

Location Code: Flow Control: Downstream MH: Red14

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

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

Pipe size: 15 " Sewer Category: SEC Joints passed: 0

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

Lining Method: Owner:

Additional Info:

1:276 Distance Code Observation Counter Photo Grade

0.0 ACB Catch Basin / Red13 00:00:00

0.0 MWL Water Level, 10% of the vertical dimension 00:00:02

36.5 TFA Tap Factory Activity at 10 o'clock, dia/height: 15inch 00:01:19

36.5 ACB Catch Basin / Red14 00:01:19

8/13/2020 Dustin Booth 70308696 Red13-Red14

Not Known Downstream 36.5 ' 36.5 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI

0000 0000 0.0 0.0 0.0 0.0 0.00.0

QOR

Red13

Red14

Tel. 281.728.7025 dustin.booth@gprsinc.com

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:

NASJRB081120 // Page: 28

City: Ft Worth Drainage Area: Upstream MH: Red14

Street: Rogner Drive Media Label: Up Rim to Invert: 0.0

Location Code: Flow Control: Downstream MH: Red15

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

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

Pipe size: 15 " Sewer Category: SEC Joints passed: 0

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

Lining Method: Owner:

Additional Info:

1:856 Distance Code Observation Counter Photo Grade

0.0 ACB Catch Basin / Red14 00:00:00

0.0 MWL Water Level, 10% of the vertical dimension 00:04:07

113.4 MSA Miscellaneous Survey Abandoned / Site contact advised that no more data was needed as we were most likely outside of the area of concern.

00:11:12

8/13/2020 Dustin Booth 70308696 Red14-Red15

Not Known Downstream 113.4 ' 113.4 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI

0000 0000 0.0 0.0 0.0 0.0 0.00.0

QOR

Red14

THIS PAGE LEFT INTENTIONALLY BLANK

8 x Circular 15 = 1486.68 Total Length ( 1486.68 Length Surveyed )
3 x Circular 36 = 1788.85 Total Length ( 1788.85 Length Surveyed )
2 x Rectangular 60 = 1224.14 Total Length ( 1224.14 Length Surveyed )
Total: 13 = 4499.67 Total Length ( 3395.65 Length Surveyed )

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