Attachment 4 - CCTV WinCanVX.pdf
PDF 8 MB Posted
- Solicitation number
- 36C24925R0003
About this file
This document is a comprehensive CCTV pipe inspection report for the VA Hospital in Lexington, Kentucky, conducted on multiple dates in May 2023 by David Gilliam. The inspection covered 46 different pipe segments across various manholes (MH1-MH36) and water manholes, examining sanitary sewage and stormwater pipes ranging from 6 to 12 inches in diameter, primarily constructed of vitrified clay and polyvinyl chloride materials.
The inspection revealed extensive pipe infrastructure damage and obstruction issues, including multiple instances of root intrusion, cracks (longitudinal, circumferential, and spiral), breaks, material changes, and significant debris/deposit blockages. Many pipe segments were unable to be fully surveyed due to obstructions, with inspectors frequently noting roots, settled deposits, and debris preventing complete camera passage. The pipe conditions suggest significant underground utility deterioration, which aligns with the related federal contract opportunity seeking to replace deteriorated underground water, sanitary, and storm drain distribution systems at the Lexington VA Healthcare System.
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Text version
Project
Project 2023_05_08 VA HOSPITAL LEXINGTON KY
5/8/2023
Page C-1 https://web.wincan.com/Project/5f666394-9ca1-479d-80df-ec51eea46d0e/988fc4fb-4d6d-482e-b908-f853f43e03e6
Table of Contents
Page T-1
5/8/2023 Project
2023_05_08 VA HOSPITAL LEXINGTON KY
Project Information .......................................................................................................................................................................................P-1
Section: 1; MH1 - MH2
Section: 2; MH2 - MH3
Section: 3; MH3 - MH4
Section: 4; MH4 - MH5
Section: 5; MH6 - MH7
Section: 6; MH6 - MH7
Section: 7; MH7 - MH8
Section: 8; MH10 - MH9
Section: 9; MH12 - MH9
Section: 10; MH11 - MH10
Section: 11; MH13 - MH12
Section: 12; UPSTREAM - MH13
Section: 13; MH14 - MH11
Section: 14; MH8 - MH14
Section: 15; MH5 - MH15
Section: 16; MH16 - MH15
Section: 17; MH17 - MH15
Section: 18; MH18 - MH17
Section: 19; MH19 - MH18
Section: 20; MH20 - MH19
Section: 21; MH20 - MH19
Section: 22; MH21 - MH20
Section: 23; MH21 - MH20
Section: 24; MH22 - MH21
Section: 25; MH22 - MH21
Section: 26; MH23 - MH22
Section: 27; MH22 - MH23
Section: 28; MH24 - MH23 https://web.wincan.com/Project/5f666394-9ca1-479d-80df-ec51eea46d0e/988fc4fb-4d6d-482e-b908-f853f43e03e6?type=SECTION_VIEW&filter=MH1 TO MH2 https://web.wincan.com/Project/5f666394-9ca1-479d-80df-ec51eea46d0e/988fc4fb-4d6d-482e-b908-f853f43e03e6?type=SECTION_VIEW&filter=MH3 TO MH2 https://web.wincan.com/Project/5f666394-9ca1-479d-80df-ec51eea46d0e/988fc4fb-4d6d-482e-b908-f853f43e03e6?type=SECTION_VIEW&filter=MH3 TO MH4 https://web.wincan.com/Project/5f666394-9ca1-479d-80df-ec51eea46d0e/988fc4fb-4d6d-482e-b908-f853f43e03e6?type=SECTION_VIEW&filter=MH4 TO MH5 https://web.wincan.com/Project/5f666394-9ca1-479d-80df-ec51eea46d0e/988fc4fb-4d6d-482e-b908-f853f43e03e6?type=SECTION_VIEW&filter=MH6-MH7 https://web.wincan.com/Project/5f666394-9ca1-479d-80df-ec51eea46d0e/988fc4fb-4d6d-482e-b908-f853f43e03e6?type=SECTION_VIEW&filter=MH7 TO MH6 https://web.wincan.com/Project/5f666394-9ca1-479d-80df-ec51eea46d0e/988fc4fb-4d6d-482e-b908-f853f43e03e6?type=SECTION_VIEW&filter=MH7 TO MH8 https://web.wincan.com/Project/5f666394-9ca1-479d-80df-ec51eea46d0e/988fc4fb-4d6d-482e-b908-f853f43e03e6?type=SECTION_VIEW&filter=MH9 TO MH10 https://web.wincan.com/Project/5f666394-9ca1-479d-80df-ec51eea46d0e/988fc4fb-4d6d-482e-b908-f853f43e03e6?type=SECTION_VIEW&filter=MH9 TO MH12 https://web.wincan.com/Project/5f666394-9ca1-479d-80df-ec51eea46d0e/988fc4fb-4d6d-482e-b908-f853f43e03e6?type=SECTION_VIEW&filter=MH11 TO MH10 https://web.wincan.com/Project/5f666394-9ca1-479d-80df-ec51eea46d0e/988fc4fb-4d6d-482e-b908-f853f43e03e6?type=SECTION_VIEW&filter=MH13 TO MH12 https://web.wincan.com/Project/5f666394-9ca1-479d-80df-ec51eea46d0e/988fc4fb-4d6d-482e-b908-f853f43e03e6?type=SECTION_VIEW&filter=MH13 TO UPSTREAM BLOCKED https://web.wincan.com/Project/5f666394-9ca1-479d-80df-ec51eea46d0e/988fc4fb-4d6d-482e-b908-f853f43e03e6?type=SECTION_VIEW&filter=MH11 TO MH 14 https://web.wincan.com/Project/5f666394-9ca1-479d-80df-ec51eea46d0e/988fc4fb-4d6d-482e-b908-f853f43e03e6?type=SECTION_VIEW&filter=MH14 TO MH8 https://web.wincan.com/Project/5f666394-9ca1-479d-80df-ec51eea46d0e/988fc4fb-4d6d-482e-b908-f853f43e03e6?type=SECTION_VIEW&filter=MH5 TO MH 15 https://web.wincan.com/Project/5f666394-9ca1-479d-80df-ec51eea46d0e/988fc4fb-4d6d-482e-b908-f853f43e03e6?type=SECTION_VIEW&filter=MH15 TO MH16 https://web.wincan.com/Project/5f666394-9ca1-479d-80df-ec51eea46d0e/988fc4fb-4d6d-482e-b908-f853f43e03e6?type=SECTION_VIEW&filter=MH15 TO MH 17 https://web.wincan.com/Project/5f666394-9ca1-479d-80df-ec51eea46d0e/988fc4fb-4d6d-482e-b908-f853f43e03e6?type=SECTION_VIEW&filter=MH18 TO MH 17 https://web.wincan.com/Project/5f666394-9ca1-479d-80df-ec51eea46d0e/988fc4fb-4d6d-482e-b908-f853f43e03e6?type=SECTION_VIEW&filter=MH18 TO MH 19 https://web.wincan.com/Project/5f666394-9ca1-479d-80df-ec51eea46d0e/988fc4fb-4d6d-482e-b908-f853f43e03e6?type=SECTION_VIEW&filter=MH19 TO MH20 https://web.wincan.com/Project/5f666394-9ca1-479d-80df-ec51eea46d0e/988fc4fb-4d6d-482e-b908-f853f43e03e6?type=SECTION_VIEW&filter=MH20 TO MH19 https://web.wincan.com/Project/5f666394-9ca1-479d-80df-ec51eea46d0e/988fc4fb-4d6d-482e-b908-f853f43e03e6?type=SECTION_VIEW&filter=MH20 TO MH21 https://web.wincan.com/Project/5f666394-9ca1-479d-80df-ec51eea46d0e/988fc4fb-4d6d-482e-b908-f853f43e03e6?type=SECTION_VIEW&filter=MH21 TO MH20 https://web.wincan.com/Project/5f666394-9ca1-479d-80df-ec51eea46d0e/988fc4fb-4d6d-482e-b908-f853f43e03e6?type=SECTION_VIEW&filter=MH21 TO MH22 https://web.wincan.com/Project/5f666394-9ca1-479d-80df-ec51eea46d0e/988fc4fb-4d6d-482e-b908-f853f43e03e6?type=SECTION_VIEW&filter=MH22 TO MH21 https://web.wincan.com/Project/5f666394-9ca1-479d-80df-ec51eea46d0e/988fc4fb-4d6d-482e-b908-f853f43e03e6?type=SECTION_VIEW&filter=MH22 TO MH 23 https://web.wincan.com/Project/5f666394-9ca1-479d-80df-ec51eea46d0e/988fc4fb-4d6d-482e-b908-f853f43e03e6?type=SECTION_VIEW&filter=MH23 TO MH22 https://web.wincan.com/Project/5f666394-9ca1-479d-80df-ec51eea46d0e/988fc4fb-4d6d-482e-b908-f853f43e03e6?type=SECTION_VIEW&filter=MH23 TO MH24
Table of Contents
Page T-2
5/8/2023 Project
2023_05_08 VA HOSPITAL LEXINGTON KY
Section: 29; MH24 - MH23
Section: 30; MH25 - MH24
Section: 31; MH26 - MH25
Section: 32; MH27 - MH25
Section: 33; MH28 - MH27
Section: 34; MH28 - MH27
Section: 35; MH29 - MH26
Section: 36; MH29 - MH30
Section: 37; MH31 - MH30
Section: 38; MH32 - MH31
Section: 39; MH33 - MH32
Section: 40; MH34 - MH35
Section: 41; MH35 - MH36
Section: 42; WATER MH1 - WATER MH 2
Section: 43; WATER MH 3 - WATER MH1
Section: 44; WATER MH 4 - WATER MH 5
Section: 45; WATER MH 5 - WATER MH 6
Section: 46; CLEAN OUT - MH 0 https://web.wincan.com/Project/5f666394-9ca1-479d-80df-ec51eea46d0e/988fc4fb-4d6d-482e-b908-f853f43e03e6?type=SECTION_VIEW&filter=MH24 TO MH 23 https://web.wincan.com/Project/5f666394-9ca1-479d-80df-ec51eea46d0e/988fc4fb-4d6d-482e-b908-f853f43e03e6?type=SECTION_VIEW&filter=MH24 TO MH 25 https://web.wincan.com/Project/5f666394-9ca1-479d-80df-ec51eea46d0e/988fc4fb-4d6d-482e-b908-f853f43e03e6?type=SECTION_VIEW&filter=MH25 TO MH26 https://web.wincan.com/Project/5f666394-9ca1-479d-80df-ec51eea46d0e/988fc4fb-4d6d-482e-b908-f853f43e03e6?type=SECTION_VIEW&filter=MH27 TO MH25 https://web.wincan.com/Project/5f666394-9ca1-479d-80df-ec51eea46d0e/988fc4fb-4d6d-482e-b908-f853f43e03e6?type=SECTION_VIEW&filter=MH28 TO MH 27 https://web.wincan.com/Project/5f666394-9ca1-479d-80df-ec51eea46d0e/988fc4fb-4d6d-482e-b908-f853f43e03e6?type=SECTION_VIEW&filter=MH27 T0 MH28 https://web.wincan.com/Project/5f666394-9ca1-479d-80df-ec51eea46d0e/988fc4fb-4d6d-482e-b908-f853f43e03e6?type=SECTION_VIEW&filter=MH29 TO MH26 https://web.wincan.com/Project/5f666394-9ca1-479d-80df-ec51eea46d0e/988fc4fb-4d6d-482e-b908-f853f43e03e6?type=SECTION_VIEW&filter=MH29 TO MH30 https://web.wincan.com/Project/5f666394-9ca1-479d-80df-ec51eea46d0e/988fc4fb-4d6d-482e-b908-f853f43e03e6?type=SECTION_VIEW&filter=MH30 TO MH31 https://web.wincan.com/Project/5f666394-9ca1-479d-80df-ec51eea46d0e/988fc4fb-4d6d-482e-b908-f853f43e03e6?type=SECTION_VIEW&filter=MH31 TO MH32 https://web.wincan.com/Project/5f666394-9ca1-479d-80df-ec51eea46d0e/988fc4fb-4d6d-482e-b908-f853f43e03e6?type=SECTION_VIEW&filter=MH32 TO MH 33 https://web.wincan.com/Project/5f666394-9ca1-479d-80df-ec51eea46d0e/988fc4fb-4d6d-482e-b908-f853f43e03e6?type=SECTION_VIEW&filter=MH34 T0 MH35 https://web.wincan.com/Project/5f666394-9ca1-479d-80df-ec51eea46d0e/988fc4fb-4d6d-482e-b908-f853f43e03e6?type=SECTION_VIEW&filter=MH35 TO MH 36 https://web.wincan.com/Project/5f666394-9ca1-479d-80df-ec51eea46d0e/988fc4fb-4d6d-482e-b908-f853f43e03e6?type=SECTION_VIEW&filter=WATER MH 1TO WATER MH 2 https://web.wincan.com/Project/5f666394-9ca1-479d-80df-ec51eea46d0e/988fc4fb-4d6d-482e-b908-f853f43e03e6?type=SECTION_VIEW&filter=WATER MH 1 TO WATER MH3 https://web.wincan.com/Project/5f666394-9ca1-479d-80df-ec51eea46d0e/988fc4fb-4d6d-482e-b908-f853f43e03e6?type=SECTION_VIEW&filter=WATER MH 4 TO WATER MH 5 https://web.wincan.com/Project/5f666394-9ca1-479d-80df-ec51eea46d0e/988fc4fb-4d6d-482e-b908-f853f43e03e6?type=SECTION_VIEW&filter=WATER MH 5 TO WATER MH 6 https://web.wincan.com/Project/5f666394-9ca1-479d-80df-ec51eea46d0e/988fc4fb-4d6d-482e-b908-f853f43e03e6?type=SECTION_VIEW&filter=MH 0 GOING TO CLEAN OUT
Page P-1
Project Information
5/8/2023 Project
2023_05_08 VA HOSPITAL LEXINGTON KY
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:
2023_05_08 VA HOSPITAL LEXINGTON KY // Page: 1
City: LEXINGTON Drainage Area: Upstream MH: MH1
Street: 2250 LEESTOWN RD Media Label: Up Rim to Invert:
Location Code: Flow Control: Downstream MH: MH2
Location Details: Sheet Number: Down Rim to Invert:
Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0
Pipe size: 8 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0
Lining Method: Owner:
Additional Info:
1:1120 Distance Code Observation Counter Photo Grade
0.0 AMH Manhole / MH1 00:00:00 MH1 TO
MH2_2a16 c622-0e1a
0.0 MWL Water Level, 10% of the vertical dimension 00:00:03 MH1 TO MH2_dd2ff 51c-4e57-
2.2 MMC Miscellaneous Material Change / CAMERA IS
UNDERWATER
00:01:14 MH1 TO
MH2_f13e eae8-47fe-
8.6 DAR Deposits Attached Ragging, 5% of cross sectional area from 5 o'clock to 6 o'clock / TOILET PAPER
00:05:46 MH1 TO
MH2_5ae2 55ec-3e47
M2
18.7 MMC Miscellaneous Material Change, Polyvinyl chloride / PIPE
CHANGE
00:12:42 MH1 TO
MH2_b9b0 0ab6-d5ca
102.2 DAR Deposits Attached Ragging, 5% of cross sectional area from 5 o'clock to 7 o'clock
00:17:49 MH1 TO
MH2_1ea0 909d-1f3b-
M2
108.5 DAE Deposits Attached Encrustation, 15% of cross sectional area from 12 o'clock to 12 o'clock
00:00:20 MH1 TO
MH2_d565 ab57-0c49
M3
109.7 MMC Miscellaneous Material Change, Vitrified clay pipe / PIPE
MATERIAL CHANGE
00:00:00 MH1 TO
MH2_3189
2257-6981
117.9 DAR Deposits Attached Ragging, 15% of cross sectional area from 4 o'clock to 6 o'clock
00:00:59 MH1 TO
MH2_102a 9b1e-2c81
M3
148.3 DAE Deposits Attached Encrustation, 25% of cross sectional area from 4 o'clock to 8 o'clock
00:11:58 MH1 TO
MH2_aa6a 6ed7-b748
M4
148.3 MSA Miscellaneous Survey Abandoned / Can't get through do to pipe being encrusted I will try going up stream.
00:12:29 MH1 TO
MH2_d76f 147b-e5c6
5/16/2023 David Gilliam P0042047-032023 MH1 TO MH2
No Pre-Cleaning Downstream 148.3 ' 148.3 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 4132 0.0 14.0 0.0 2.8 2.814.0
QOR
MH1
Section Pictures - 5/16/2023 - MH1 TO MH2
LEXINGTON 2250 LEESTOWN RD 5/16/2023 MH1 TO MH2 1
MH1 TO
MH2_2a16c622-0e1a-4776-9fa5-c75851ec4ff8_20230516_13 0919_742.jpg, 00:00:00, 0.00ft Manhole / MH1
MH1 TO
MH2_f13eeae8-47fe-4ab0-b639-6a4bdbe9cd93_20230516_1 31111_708.jpg, 00:01:14, 2.25ft Miscellaneous Material Change / CAMERA IS UNDERWATER
MH1 TO
MH2_dd2ff51c-4e57-447a-8d69-10636c8ba301_20230516_1 30939_676.jpg, 00:00:03, 0.00ft Water Level, 10% of the vertical dimension
MH1 TO
MH2_5ae255ec-3e47-431f-919e-bb00a4e7e1d8_20230516_1 32422_235.jpg, 00:05:46, 8.61ft Deposits Attached Ragging, 5% of cross sectional area from 5 o'clock to 6 o'clock / TOILET PAPER
City Street Date Lateral Segment Reference Section No.
LEXINGTON 2250 LEESTOWN RD 5/16/2023 MH1 TO MH2 1
MH1 TO
MH2_b9b00ab6-d5ca-481a-81bc-c375b36c70ac_20230516_1 40215_209.jpg, 00:12:42, 18.68ft Miscellaneous Material Change, Polyvinyl chloride / PIPE
CHANGE
MH1 TO
MH2_d565ab57-0c49-4ddc-be10-84300d7739bd_20230517_0 80452_831.jpg, 00:00:20, 108.47ft Deposits Attached Encrustation, 15% of cross sectional area from 12 o'clock to 12 o'clock
MH1 TO
MH2_1ea0909d-1f3b-4077-a9f4-ffb565c8a24d_20230516_14 0741_206.jpg, 00:17:49, 102.17ft Deposits Attached Ragging, 5% of cross sectional area from 5 o'clock to 7 o'clock
MH1 TO
MH2_31892257-6981-470d-8f29-bc610dc8417a_20230516_1 41002_364.jpg, 00:00:00, 109.70ft Miscellaneous Material Change, Vitrified clay pipe / PIPE
MATERIAL CHANGE
LEXINGTON 2250 LEESTOWN RD 5/16/2023 MH1 TO MH2 1
MH1 TO
MH2_102a9b1e-2c81-45ee-affc-d20af23bbef7_20230517_08 0557_112.jpg, 00:00:59, 117.93ft Deposits Attached Ragging, 15% of cross sectional area from 4 o'clock to 6 o'clock
MH1 TO
MH2_d76f147b-e5c6-4acc-b215-36b2ecbd96e2_20230517_0 81942_545.jpg, 00:12:29, 148.30ft Miscellaneous Survey Abandoned / Can't get through do to pipe being encrusted I will try going up stream.
MH1 TO
MH2_aa6a6ed7-b748-447a-b45b-e9b0d82f8756_20230517_0 81729_806.jpg, 00:11:58, 148.29ft Deposits Attached Encrustation, 25% of cross sectional area from 4 o'clock to 8 o'clock
Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:
2023_05_08 VA HOSPITAL LEXINGTON KY // Page: 5
City: LEXINGTON Drainage Area: Upstream MH: MH2
Street: 2250 LEESTOWN RD Media Label: Up Rim to Invert:
Location Code: Flow Control: Downstream MH: MH3
Location Details: Sheet Number: Down Rim to Invert:
Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0
Pipe size: 8 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0
Lining Method: Owner:
Additional Info:
1:738 Distance Code Observation Counter Photo Grade
0.0 AMH Manhole / MH2 00:00:00 5_17_2023
8_39_19
AM_c708a
0.0 MWL Water Level, 5% of the vertical dimension 00:00:03 5_17_2023 8_39_19
AM_50639
97.7 AMH Manhole / MH2 00:09:18 5_17_2023
8_39_19
AM_96b7a
5/17/2023 David Gilliam P0042047-032023 MH3 TO MH2
No Pre-Cleaning Upstream 97.7 ' 97.7 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 0000 0.0 0.0 0.0 0.0 0.00.0
QOR
MH3
MH2
Section Pictures - 5/17/2023 - MH3 TO MH2
LEXINGTON 2250 LEESTOWN RD 5/17/2023 MH3 TO MH2 2
5_17_2023 8_39_19 AM_c708a491-e96d-4793-9544-b50fe065e0ef_20230517_08 4730_661.jpg, 00:00:00, 0.00ft Manhole / MH2
5_17_2023 8_39_19 AM_96b7aab9-b4f2-4de7-9c6a-6a724d9dea79_20230517_09 1914_503.jpg, 00:09:18, 97.74ft Manhole / MH2
5_17_2023 8_39_19 AM_5063971f-5497-474e-8566-b753fa1e5d34_20230517_08 4747_772.jpg, 00:00:03, 0.00ft Water Level, 5% of the vertical dimension
Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:
2023_05_08 VA HOSPITAL LEXINGTON KY // Page: 7
City: LEXINGTON Drainage Area: Upstream MH: MH3
Street: 2250 LEESTOWN RD Media Label: Up Rim to Invert:
Location Code: Flow Control: Downstream MH: MH4
Location Details: Sheet Number: Down Rim to Invert:
Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0
Pipe size: 8 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0
Lining Method: Owner:
Additional Info:
1:1192 Distance Code Observation Counter Photo Grade
0.0 AMH Manhole / MH3 00:00:00 MH3 TO
MH4_39ef 3e3f-2bb8-
0.0 MWL Water Level, 5% of the vertical dimension 00:00:04 MH3 TO MH4_bf0b 785c-3902
30.5 DAR Deposits Attached Ragging, 5% of cross sectional area from 6 o'clock to 8 o'clock
00:00:56 MH3 TO
MH4_2fff8 bbe-af14-4
M2
111.5 CL Crack Longitudinal at 1 o'clock, length: 6inch / LOOKS TO
BE A CRACK AT THE 1 O CLOCK POSITION
00:03:52 MH3 TO
MH4_2755
4299-1dbc
S2
143.8 RFJ Roots Fine Joint from 10 o'clock to 12 o'clock, within 8 inch 00:05:03 MH3 TO MH4_753b 068f-0893-
M1
157.9 AMH Manhole / MH4 00:06:18 MH3 TO
MH4_9bfc 5445-89eb
5/17/2023 David Gilliam P0042047-032023 MH3 TO MH4
No Pre-Cleaning Downstream 157.9 ' 157.9 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
2100 2111 2.0 3.0 2.0 1.5 1.75.0
QOR
MH3
MH4
Section Pictures - 5/17/2023 - MH3 TO MH4
LEXINGTON 2250 LEESTOWN RD 5/17/2023 MH3 TO MH4 3
MH3 TO
MH4_39ef3e3f-2bb8-4371-9119-47a9a5065bee_20230517_0 92650_554.jpg, 00:00:00, 0.00ft Manhole / MH3
MH3 TO
MH4_2fff8bbe-af14-4000-86d8-9cfda66a27a9_20230517_092 830_882.jpg, 00:00:56, 30.55ft Deposits Attached Ragging, 5% of cross sectional area from 6 o'clock to 8 o'clock
MH3 TO
MH4_bf0b785c-3902-446e-a4fe-a5b32b5ad219_20230517_0 92717_205.jpg, 00:00:04, 0.00ft Water Level, 5% of the vertical dimension
MH3 TO
MH4_27554299-1dbc-4ea2-984e-d93ae2aeed31_20230517_ 093350_277.jpg, 00:03:52, 111.53ft Crack Longitudinal at 1 o'clock, length: 6inch / LOOKS TO BE
A CRACK AT THE 1 O CLOCK POSITION
Section Pictures - 5/17/2023 - MH3 TO MH4
LEXINGTON 2250 LEESTOWN RD 5/17/2023 MH3 TO MH4 3
MH3 TO
MH4_753b068f-0893-44fb-9f7a-414ee201b61b_20230517_09 3515_476.jpg, 00:05:03, 143.84ft Roots Fine Joint from 10 o'clock to 12 o'clock, within 8 inch
MH3 TO
MH4_9bfc5445-89eb-41c4-850b-132b7cbbf997_20230517_09 3848_663.jpg, 00:06:18, 157.85ft Manhole / MH4
Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:
2023_05_08 VA HOSPITAL LEXINGTON KY // Page: 10
City: LEXINGTON Drainage Area: Upstream MH: MH4
Street: 2250 LEESTOWN RD Media Label: Up Rim to Invert:
Location Code: Flow Control: Downstream MH: MH5
Location Details: Sheet Number: Down Rim to Invert:
Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0
Pipe size: 8 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0
Lining Method: Owner:
Additional Info:
1:1072 Distance Code Observation Counter Photo Grade
0.0 AMH Manhole / MH4 00:00:00 MH4 TO
MH5_075f 02ad-66bd
0.0 MWL Water Level, 5% of the vertical dimension 00:00:03 MH4 TO MH5_9ce9 f0e9-2211-
27.3 JOM Joint Offset Medium 00:01:08 MH4 TO
MH5_4770
6146-4e44
S3
92.0 CC Crack Circumferential from 10 o'clock to 1 o'clock 00:04:09 MH4 TO MH5_28c6 8794-7189
S1
141.9 AMH Manhole / MH5 END OF SCOPE 00:05:46 MH4 TO
MH5_db4b 6ff5-bae6-
5/17/2023 David Gilliam P0042047-032023 MH4 TO MH5
No Pre-Cleaning Downstream 141.9 ' 141.9 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
3111 0000 4.0 0.0 2.0 0.0 2.04.0
QOR
MH4
MH5
Section Pictures - 5/17/2023 - MH4 TO MH5
LEXINGTON 2250 LEESTOWN RD 5/17/2023 MH4 TO MH5 4
MH4 TO
MH5_075f02ad-66bd-4c0d-851c-5501560f14cc_20230517_09 4015_949.jpg, 00:00:00, 0.00ft Manhole / MH4
MH4 TO
MH5_47706146-4e44-4279-82e6-c039f6870d3c_20230517_0 94216_670.jpg, 00:01:08, 27.29ft Joint Offset Medium
MH4 TO
MH5_9ce9f0e9-2211-47a2-b72e-9978df5c7eab_20230517_0 94030_991.jpg, 00:00:03, 0.00ft Water Level, 5% of the vertical dimension
MH4 TO
MH5_28c68794-7189-44dc-bae9-6cc3d0145b66_20230517_0 94539_513.jpg, 00:04:09, 92.03ft Crack Circumferential from 10 o'clock to 1 o'clock
Section Pictures - 5/17/2023 - MH4 TO MH5
LEXINGTON 2250 LEESTOWN RD 5/17/2023 MH4 TO MH5 4
MH4 TO
MH5_db4b6ff5-bae6-4bcd-ab82-8aff9903de2e_20230517_10 0811_700.jpg, 00:05:46, 141.93ft Manhole / MH5 END OF SCOPE
Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:
2023_05_08 VA HOSPITAL LEXINGTON KY // Page: 13
City: LEXINGTON Drainage Area: Upstream MH: MH6
Street: 2250 LEESTOWN RD Media Label: Up Rim to Invert:
Location Code: Flow Control: Downstream MH: MH7
Location Details: Sheet Number: Down Rim to Invert:
Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0
Pipe size: 6 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0
Lining Method: Owner:
Additional Info:
1:773 Distance Code Observation Counter Photo Grade
0.0 AMH Manhole / MH6 00:00:00 MH6-MH7
_196be75c -2ae0-410
0.0 MWL Water Level, 5% of the vertical dimension 00:00:05 MH6-MH7 _1b2b30d d-ef02-473
26.4 DAZ Deposits Attached Other, 5% of cross sectional area from 2 o'clock to 5 o'clock / DEPOSITS OTHER
00:03:01 MH6-MH7
_7fa96c1c-df97-4adb-
M2
36.0 JSM Joint Separated Medium 00:03:54 MH6-MH7
_3dfabdf2- 4073-4266
S3
41.0 JSM Joint Separated Medium 00:04:43 MH6-MH7
_5a9c213f -b865-4d7
S3
50.4 JSM Joint Separated Medium 00:07:04 MH6-MH7
_7218ac08 -e9f5-4c4f-
S3
56.7 RFB Roots Fine Barrell from 7 o'clock to 9 o'clock 00:07:55 MH6-MH7 _3d6f0ac3 -7cf9-4510
M2
61.2 JSM Joint Separated Medium 00:07:58 MH6-MH7
_4cc78a02 -8ba0-43c
S3
70.5 RFB Roots Fine Barrell from 7 o'clock to 9 o'clock 00:08:52 MH6-MH7 _ff5dd965-b10c-47a6
M2
76.4 RFJ Roots Fine Joint from 7 o'clock to 8 o'clock, within 8 inch 00:09:23 MH6-MH7 _bacaf91a -66ea-431f
M1
81.1 RMJ Roots Medium Joint from 2 o'clock to 9 o'clock, 15% of cross sectional area, within 8 inch
00:09:48 MH6-MH7
_a86062b 6-5800-4c
M3
85.3 RFJ Roots Fine Joint from 2 o'clock to 4 o'clock, within 8 inch 00:10:29 MH6-MH7 _77cd427f -744d-4d9
M1
87.1 MWL Water Level, 10% of the vertical dimension 00:10:41 MH6-MH7 _8c58ed76 -168d-44df
90.6 RMJ Roots Medium Joint from 1 o'clock to 4 o'clock, 10% of cross sectional area, within 8 inch
00:10:57 MH6-MH7
_d1008e0 6-2b7a-48
M3
95.9 RMB Roots Medium Barrell from 2 o'clock to 6 o'clock, 35% of cross sectional area
00:11:51 MH6-MH7
_e4e2506 5-04d3-40
M4
101.0 RMJ Roots Medium Joint from 3 o'clock to 9 o'clock, 5% of cross sectional area, within 8 inch
00:14:23 MH6-MH7
_0dfef098- 0a29-48f3-
M3
5/17/2023 David Gilliam P0042047-032023 MH6-MH7
No Pre-Cleaning Downstream 103.7 ' 103.7 '
MH6
Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:
2023_05_08 VA HOSPITAL LEXINGTON KY // Page: 14
1:773 Distance Code Observation Counter Photo Grade
103.7 MSA Miscellaneous Survey Abandoned / ROOTS STOPPING
ME FROM GOING DOWNSTREAM I WOULD SUGGEST
ROOTS CUTTER
00:16:43
5/17/2023 David Gilliam P0042047-032023 MH6-MH7
No Pre-Cleaning Downstream 103.7 ' 103.7 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
3400 4133 12.0 21.0 3.0 2.3 2.533.0
QOR
Section Pictures - 5/17/2023 - MH6-MH7
LEXINGTON 2250 LEESTOWN RD 5/17/2023 MH6-MH7 5
MH6-MH7_196be75c-2ae0-4101-a6f4-55208e8a40f4_202305 17_104355_868.jpg, 00:00:00, 0.00ft Manhole / MH6
MH6-MH7_7fa96c1c-df97-4adb-b0ef-f2c740823459_2023051 7_105157_390.jpg, 00:03:01, 26.38ft Deposits Attached Other, 5% of cross sectional area from 2 o'clock to 5 o'clock / DEPOSITS OTHER
MH6-MH7_1b2b30dd-ef02-4732-832b-e84c3822ceb9_202305 17_104410_155.jpg, 00:00:05, 0.00ft Water Level, 5% of the vertical dimension
MH6-MH7_3dfabdf2-4073-4266-b8bd-7f32fad76a48_2023051 7_105317_585.jpg, 00:03:54, 36.04ft Joint Separated Medium
LEXINGTON 2250 LEESTOWN RD 5/17/2023 MH6-MH7 5
MH6-MH7_5a9c213f-b865-4d74-a6d0-02c27584a312_202305 17_105416_320.jpg, 00:04:43, 40.99ft Joint Separated Medium
MH6-MH7_3d6f0ac3-7cf9-4510-ba0f-370a2935634e_2023051 7_105856_362.jpg, 00:07:55, 56.71ft Roots Fine Barrell from 7 o'clock to 9 o'clock
MH6-MH7_7218ac08-e9f5-4c4f-98ac-fa8008069ac5_2023051 7_105648_276.jpg, 00:07:04, 50.43ft Joint Separated Medium
MH6-MH7_4cc78a02-8ba0-43c3-a2a5-df6a1fc37541_202305 17_110029_642.jpg, 00:07:58, 61.19ft Joint Separated Medium
LEXINGTON 2250 LEESTOWN RD 5/17/2023 MH6-MH7 5
MH6-MH7_fa044e7a-0c07-4f68-944e-ddf3da70192d_202305 17_110118_853.jpg, 00:07:58, 61.19ft Joint Separated Medium
MH6-MH7_bacaf91a-66ea-431f-abc9-e7ba80730cde_202305 17_110305_009.jpg, 00:09:23, 76.45ft Roots Fine Joint from 7 o'clock to 8 o'clock, within 8 inch
MH6-MH7_ff5dd965-b10c-47a6-8086-6098641da35c_202305 17_110208_181.jpg, 00:08:52, 70.52ft Roots Fine Barrell from 7 o'clock to 9 o'clock
MH6-MH7_a86062b6-5800-4c0c-8daa-04065429ee18_20230 517_110401_595.jpg, 00:09:48, 81.13ft Roots Medium Joint from 2 o'clock to 9 o'clock, 15% of cross sectional area, within 8 inch
LEXINGTON 2250 LEESTOWN RD 5/17/2023 MH6-MH7 5
MH6-MH7_77cd427f-744d-4d95-a191-ddaebac61887_202305 17_110459_711.jpg, 00:10:29, 85.33ft Roots Fine Joint from 2 o'clock to 4 o'clock, within 8 inch
MH6-MH7_d1008e06-2b7a-4856-95e1-f4f4a8ea3a7c_202305 17_110600_871.jpg, 00:10:57, 90.60ft Roots Medium Joint from 1 o'clock to 4 o'clock, 10% of cross sectional area, within 8 inch
MH6-MH7_8c58ed76-168d-44df-9e51-fd94ccf0f1e4_2023051 7_110525_118.jpg, 00:10:41, 87.07ft Water Level, 10% of the vertical dimension
MH6-MH7_e4e25065-04d3-40c9-8355-48087b745f20_202305 17_110905_741.jpg, 00:11:51, 95.92ft Roots Medium Barrell from 2 o'clock to 6 o'clock, 35% of cross sectional area
LEXINGTON 2250 LEESTOWN RD 5/17/2023 MH6-MH7 5
MH6-MH7_0dfef098-0a29-48f3-aabc-cfdeed071bae_2023051 7_111831_834.jpg, 00:14:23, 101.03ft Roots Medium Joint from 3 o'clock to 9 o'clock, 5% of cross
Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:
2023_05_08 VA HOSPITAL LEXINGTON KY // Page: 20
City: LEXINGTON Drainage Area: Upstream MH: MH6
Street: 2250 LEESTOWN RD Media Label: Up Rim to Invert:
Location Code: Flow Control: Downstream MH: MH7
Location Details: Sheet Number: Down Rim to Invert:
Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0
Pipe size: 6 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0
Lining Method: Owner:
Additional Info:
1:1559 Distance Code Observation Counter Photo Grade
0.0 AMH Manhole / MH7 00:00:00 MH7 TO
MH6_13a4 41f3-3b9f-
0.0 MWL Water Level, 5% of the vertical dimension 00:00:10 MH7 TO MH6_fb4e 8018-0e5c
141.6 RFJ Roots Fine Joint from 2 o'clock to 4 o'clock, within 8 inch 00:06:11 MH7 TO MH6_96db dd12-e390
M1
171.2 RMJ Roots Medium Joint from 8 o'clock to 10 o'clock, 10% of cross sectional area, within 8 inch
00:07:18 MH7 TO
MH6_d9fb e2ae-8cd0
M3
195.9 RFJ Roots Fine Joint from 12 o'clock to 12 o'clock, within 8 inch 00:08:40 MH7 TO MH6_3afc 54a8-f08d-
M1
200.9 RMJ Roots Medium Joint from 3 o'clock to 9 o'clock, 10% of cross sectional area, within 8 inch
00:09:01 MH7 TO
MH6_b3f2 17a8-bc66
M3
206.5 MSA Miscellaneous Survey Abandoned / STOPPED AT THE
ROOTS THAT KEPT ME FROM GOING FURTHER
00:09:49 MH7 TO
MH6_b23f 48ef-705f-
5/17/2023 David Gilliam P0042047-032023 MH7 TO MH6
No Pre-Cleaning Upstream 206.5 ' 206.5 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 3212 0.0 8.0 0.0 2.0 2.08.0
QOR
MH7
Section Pictures - 5/17/2023 - MH7 TO MH6
LEXINGTON 2250 LEESTOWN RD 5/17/2023 MH7 TO MH6 6
MH7 TO
MH6_13a441f3-3b9f-43a5-935b-83cfc341c7a3_20230517_11 4451_094.jpg, 00:00:00, 0.00ft Manhole / MH7
MH7 TO
MH6_96dbdd12-e390-454b-ba9c-a109f1d5d462_20230517_1 15128_817.jpg, 00:06:11, 141.60ft Roots Fine Joint from 2 o'clock to 4 o'clock, within 8 inch
MH7 TO
MH6_fb4e8018-0e5c-4e52-af40-46247db18688_20230517_1 14512_783.jpg, 00:00:10, 0.00ft Water Level, 5% of the vertical dimension
MH7 TO
MH6_d9fbe2ae-8cd0-4bff-8b8f-a2c6956d1123_20230517_11 5333_690.jpg, 00:07:18, 171.18ft Roots Medium Joint from 8 o'clock to 10 o'clock, 10% of cross
Section Pictures - 5/17/2023 - MH7 TO MH6
LEXINGTON 2250 LEESTOWN RD 5/17/2023 MH7 TO MH6 6
MH7 TO
MH6_3afc54a8-f08d-4253-8dbd-70cf4d6371cc_20230517_11 5510_826.jpg, 00:08:40, 195.93ft Roots Fine Joint from 12 o'clock to 12 o'clock, within 8 inch
MH7 TO
MH6_b23f48ef-705f-42f1-a914-f31382fcf7fe_20230517_1200 03_696.jpg, 00:09:49, 206.47ft Miscellaneous Survey Abandoned / STOPPED AT THE
ROOTS THAT KEPT ME FROM GOING FURTHER
MH7 TO
MH6_b3f217a8-bc66-4464-b6fc-1f3483e131ca_20230517_11 5603_287.jpg, 00:09:01, 200.93ft Roots Medium Joint from 3 o'clock to 9 o'clock, 10% of cross
Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:
2023_05_08 VA HOSPITAL LEXINGTON KY // Page: 23
City: LEXINGTON Drainage Area: Upstream MH: MH7
Street: 2250 LEESTOWN RD Media Label: Up Rim to Invert:
Location Code: Flow Control: Downstream MH: MH8
Location Details: Sheet Number: Down Rim to Invert:
Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0
Pipe size: 6 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0
Lining Method: Owner:
Additional Info:
1:2450 Distance Code Observation Counter Photo Grade
0.0 AMH Manhole / MH7 00:00:00 MH7 TO
MH8_ac9e 1717-e6b7
0.0 MWL Water Level, 5% of the vertical dimension 00:00:00 MH7 TO
MH8_1823
8de1-be9c
114.2 RFJ Roots Fine Joint from 8 o'clock to 9 o'clock, within 8 inch 00:04:28 MH7 TO MH8_40f4 297a-abaf-
M1
149.0 RFJ Roots Fine Joint from 3 o'clock to 4 o'clock, within 8 inch 00:06:26 MH7 TO MH8_1db3 781c-5fd4-
M1
159.1 RFJ Roots Fine Joint from 8 o'clock to 9 o'clock, within 8 inch 00:07:40 MH7 TO MH8_43c3 10e6-10d7
M1
164.3 RFJ Roots Fine Joint from 7 o'clock to 9 o'clock, within 8 inch 00:08:09 MH7 TO MH8_2cbe 575d-0761
M1
179.1 RFJ Roots Fine Joint from 8 o'clock to 9 o'clock, within 8 inch 00:09:30 MH7 TO MH8_06f4 5726-219c
M1
273.8 B Broken from 7 o'clock to 9 o'clock 00:17:03 MH7 TO
MH8_11e2 0c89-7a03
S4
301.0 BSV Broken Soil Visible from 11 o'clock to 1 o'clock 00:18:25 MH7 TO MH8_2f83 8ca2-59b9
S5
324.6 AMH Manhole / MH8 00:19:46 MH7 TO
MH8_4784
b744-134f-
5/17/2023 David Gilliam P0042047-032023 MH7 TO MH8
No Pre-Cleaning Downstream 324.6 ' 324.6 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5141 1500 9.0 5.0 4.5 1.0 2.014.0
QOR
MH7
MH8
Section Pictures - 5/17/2023 - MH7 TO MH8
LEXINGTON 2250 LEESTOWN RD 5/17/2023 MH7 TO MH8 7
MH7 TO
MH8_ac9e1717-e6b7-4409-b2d7-d9fb83d067e3_20230517_1 20635_377.jpg, 00:00:00, 0.00ft Manhole / MH7
MH7 TO
MH8_40f4297a-abaf-49a9-be7f-1e0f3d258d43_20230517_12 1326_384.jpg, 00:04:28, 114.20ft Roots Fine Joint from 8 o'clock to 9 o'clock, within 8 inch
MH7 TO
MH8_18238de1-be9c-4c1d-b561-885101a9a150_20230517_1 20656_781.jpg, 00:00:00, 0.00ft Water Level, 5% of the vertical dimension
MH7 TO
MH8_1db3781c-5fd4-4860-8fc6-035692c55fb9_20230517_12 1603_269.jpg, 00:06:26, 149.02ft Roots Fine Joint from 3 o'clock to 4 o'clock, within 8 inch
LEXINGTON 2250 LEESTOWN RD 5/17/2023 MH7 TO MH8 7
MH7 TO
MH8_43c310e6-10d7-4711-b21d-6e5ee15b1de6_20230517_ 121752_273.jpg, 00:07:40, 159.08ft Roots Fine Joint from 8 o'clock to 9 o'clock, within 8 inch
MH7 TO
MH8_06f45726-219c-482e-8857-13c7b5c8e55b_20230517_1 22017_706.jpg, 00:09:30, 179.14ft Roots Fine Joint from 8 o'clock to 9 o'clock, within 8 inch
MH7 TO
MH8_2cbe575d-0761-4063-a2ee-9a8b8b05bbef_20230517_1 21843_581.jpg, 00:08:09, 164.27ft Roots Fine Joint from 7 o'clock to 9 o'clock, within 8 inch
MH7 TO
MH8_11e20c89-7a03-4f62-a808-b9568430f4fb_20230517_12 2813_851.jpg, 00:17:03, 273.78ft Broken from 7 o'clock to 9 o'clock
LEXINGTON 2250 LEESTOWN RD 5/17/2023 MH7 TO MH8 7
MH7 TO
MH8_2f838ca2-59b9-4bac-b28f-dbc38e94b579_20230517_12 3007_517.jpg, 00:18:25, 300.97ft Broken Soil Visible from 11 o'clock to 1 o'clock
MH7 TO
MH8_4784b744-134f-40cc-ae73-6e2f69c9921b_20230517_12 3212_969.jpg, 00:19:46, 324.62ft Manhole / MH8
Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:
2023_05_08 VA HOSPITAL LEXINGTON KY // Page: 27
City: LEXINGTON Drainage Area: Upstream MH: MH10
Street: 2250 LEESTOWN RD Media Label: Up Rim to Invert:
Location Code: Flow Control: Downstream MH: MH9
Location Details: Sheet Number: Down Rim to Invert:
Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0
Pipe size: 6 " Sewer Category: SEC Joints passed: 0
Pipe material: Polyvinyl Chloride Purpose: Joints failed: 0
Lining Method: Owner:
Additional Info:
1:298 Distance Code Observation Counter Photo Grade
0.0 AMH Manhole / MH9 00:00:00 MH9 TO
MH10_ac8 644e7-fad
0.0 MWL Water Level, 5% of the vertical dimension 00:00:03 MH9 TO MH10_4b7 9c0ac-f4f3
39.5 AMH Manhole / MH10 00:03:07 MH9 TO
MH10_e38 dc5da-f39
5/18/2023 David Gilliam P0042047-032023 MH9 TO MH10
No Pre-Cleaning Upstream 39.5 ' 39.5 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 0000 0.0 0.0 0.0 0.0 0.00.0
QOR
MH9
MH10
Section Pictures - 5/18/2023 - MH9 TO MH10
LEXINGTON 2250 LEESTOWN RD 5/18/2023 MH9 TO MH10 8
MH9 TO
MH10_ac8644e7-fade-4d67-854a-8d4e000d86b5_20230518_ 085511_862.jpg, 00:00:00, 0.00ft Manhole / MH9
MH9 TO
MH10_e38dc5da-f391-4d62-a9d9-6cfbeb648135_20230518_ 090658_873.jpg, 00:03:07, 39.46ft Manhole / MH10
MH9 TO
MH10_4b79c0ac-f4f3-4cef-a006-c92ca0878d4f_20230518_08 5526_234.jpg, 00:00:03, 0.00ft
Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:
2023_05_08 VA HOSPITAL LEXINGTON KY // Page: 29
City: LEXINGTON Drainage Area: Upstream MH: MH12
Street: 2250 LEESTOWN RD Media Label: Up Rim to Invert:
Location Code: Flow Control: Downstream MH: MH9
Location Details: Sheet Number: Down Rim to Invert:
Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0
Pipe size: 8 " Sewer Category: SEC Joints passed: 0
Pipe material: Polyvinyl Chloride Purpose: Joints failed: 0
Lining Method: Owner:
Additional Info:
1:53 Distance Code Observation Counter Photo Grade
0.0 AMH Manhole / MH9 00:00:00 MH9 TO
MH12_d17 2c1d9-3e8
0.0 MWL Water Level, 5% of the vertical dimension 00:00:05 MH9 TO MH12_13a 55372-4ec
7.0 AMH Manhole / MH12 00:00:41 MH9 TO
MH12_4bc 04ad2-7c0
5/18/2023 David Gilliam P0042047-032023 MH9 TO MH12
No Pre-Cleaning Upstream 7.0 ' 7.0 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 0000 0.0 0.0 0.0 0.0 0.00.0
QOR
MH9
MH12
Section Pictures - 5/18/2023 - MH9 TO MH12
LEXINGTON 2250 LEESTOWN RD 5/18/2023 MH9 TO MH12 9
MH9 TO
MH12_d172c1d9-3e83-46c4-a6b5-1592660d10c3_20230518_ 092120_450.jpg, 00:00:00, 0.00ft Manhole / MH9
MH9 TO
MH12_336ba759-c27a-401e-b4ef-14cfbec536df_20230518_0 92206_361.jpg, 00:00:05, 0.00ft Water Level, 5% of the vertical dimension
MH9 TO
MH12_13a55372-4ec1-47d9-a698-00670ab6ac17_20230518_ 092134_885.jpg, 00:00:05, 0.00ft Water Level, 5% of the vertical dimension
MH9 TO
MH12_4bc04ad2-7c0f-4a69-a883-db430a39ebe5_20230518_ 092219_285.jpg, 00:00:41, 7.01ft Manhole / MH12
Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:
2023_05_08 VA HOSPITAL LEXINGTON KY // Page: 31
City: LEXINGTON Drainage Area: Upstream MH: MH11
Street: 2250 LEESTOWN RD Media Label: Up Rim to Invert:
Location Code: Flow Control: Downstream MH: MH10
Location Details: Sheet Number: Down Rim to Invert:
Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0
Pipe size: 8 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0
Lining Method: Owner:
Additional Info:
1:1606 Distance Code Observation Counter Photo Grade
0.0 AMH Manhole / MH11 00:00:00 MH11 TO
MH10_a56 5deab-347
0.0 MWL Water Level, 5% of the vertical dimension 00:00:13 MH11 TO MH10_a2a a4f95-2b4
212.8 AMH Manhole / MH10 00:10:42 MH11 TO
MH10_b41 b59ba-abe
5/18/2023 David Gilliam P0042047-032023 MH11 TO MH10
No Pre-Cleaning Downstream 212.8 ' 212.8 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 0000 0.0 0.0 0.0 0.0 0.00.0
QOR
MH11
MH10
Section Pictures - 5/18/2023 - MH11 TO MH10
LEXINGTON 2250 LEESTOWN RD 5/18/2023 MH11 TO MH10 10
MH11 TO
MH10_a565deab-3478-414e-baeb-66712d12c299_20230518 _101309_429.jpg, 00:00:00, 0.00ft Manhole / MH11
MH11 TO
MH10_b41b59ba-abe7-46e0-a8ee-e990d04e715c_20230518 _102443_272.jpg, 00:10:42, 212.76ft Manhole / MH10
MH11 TO
MH10_a2aa4f95-2b48-4b78-992e-ef5e40023667_20230518_ 101357_819.jpg, 00:00:13, 0.00ft
Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:
2023_05_08 VA HOSPITAL LEXINGTON KY // Page: 33
City: LEXINGTON Drainage Area: Upstream MH: MH13
Street: 2250 LEESTOWN RD Media Label: Up Rim to Invert:
Location Code: Flow Control: Downstream MH: MH12
Location Details: Sheet Number: Down Rim to Invert:
Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0
Pipe size: 8 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0
Lining Method: Owner:
Additional Info:
1:50 Distance Code Observation Counter Photo Grade
0.0 AMH Manhole / MH13 00:00:00 5_18_2023
10_47_36 AM_376f0
0.0 MWL Water Level, 0% of the vertical dimension 00:00:03 5_18_2023 10_47_36 AM_5059c
0.0 DSC Deposits Settled Compacted, 50% of cross sectional area from 3 o'clock to 9 o'clock
00:00:08 5_18_2023 10_47_36 AM_a4b76
M5
0.0 MSA Miscellaneous Survey Abandoned / DEPOSITE KEEPING
ME GROM GOING DOW TO MH12
00:00:16 5_18_2023 10_47_36 AM_d8886
5/18/2023 David Gilliam P0042047-032023 MH13 TO MH12
No Pre-Cleaning Downstream 0.0 ' 0.0 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 5100 0.0 5.0 0.0 5.0 5.05.0
QOR
MH13
Section Pictures - 5/18/2023 - MH13 TO MH12
LEXINGTON 2250 LEESTOWN RD 5/18/2023 MH13 TO MH12 11
5_18_2023 10_47_36 AM_376f0610-85f3-43b8-8d79-4666ab6cc407_20230518_104 834_501.jpg, 00:00:00, 0.00ft Manhole / MH13
5_18_2023 10_47_36 AM_a4b76132-7447-47c1-b6dc-c34cbe9d9bd6_20230518_10 5039_783.jpg, 00:00:08, 0.00ft Deposits Settled Compacted, 50% of cross sectional area from 3 o'clock to 9 o'clock
5_18_2023 10_47_36 AM_5059cc8b-42bb-419a-bf1c-34da08f5ce42_20230518_104 901_053.jpg, 00:00:03, 0.00ft Water Level, 0% of the vertical dimension
5_18_2023 10_47_36 AM_d88866fb-bedb-42b9-8c15-01868b837841_20230518_10 5216_087.jpg, 00:00:16, 0.00ft Miscellaneous Survey Abandoned / DEPOSITE KEEPING ME
GROM GOING DOW TO MH12
Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:
2023_05_08 VA HOSPITAL LEXINGTON KY // Page: 35
City: LEXINGTON Drainage Area: Upstream MH: UPSTREAM
Street: 2250 LEESTOWN RD Media Label: Up Rim to Invert:
Location Code: Flow Control: Downstream MH: MH13
Location Details: Sheet Number: Down Rim to Invert:
Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0
Pipe size: 8 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0
Lining Method: Owner:
Additional Info:
1:50 Distance Code Observation Counter Photo Grade
0.0 AMH Manhole / MH13 00:00:00 MH13 TO
MH
14_259a8
0.0 MWL Water Level, 0% of the vertical dimension 00:00:00 MH13 TO
MH
14_19398
0.0 DSC Deposits Settled Compacted, 50% of cross sectional area from 3 o'clock to 9 o'clock
00:00:25 MH13 TO
MH
14_f9d4df
M5
0.0 MSA Miscellaneous Survey Abandoned / BLOCKAGE
DEPOSITS KEEPING ME FROM GOING UPSTREAM TO
MH 14
00:00:28 MH13 TO
MH
14_73761
5/18/2023 David Gilliam P0042047-032023 MH13 TO UPSTREAM BLOCKED
No Pre-Cleaning Upstream 0.0 ' 0.0 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 5100 0.0 5.0 0.0 5.0 5.05.0
QOR
MH13
Section Pictures - 5/18/2023 - MH13 TO UPSTREAM BLOCKED
LEXINGTON 2250 LEESTOWN RD 5/18/2023 MH13 TO UPSTREAM
BLOCKED
MH13 TO MH
14_259a88a8-3461-4d1d-8da4-8cf9f574625c_20230518_105 705_613.jpg, 00:00:00, 0.00ft Manhole / MH13
MH13 TO MH
14_f9d4df94-dd60-4b28-8a38-2c89ce7b7149_20230518_105 908_294.jpg, 00:00:25, 0.00ft Deposits Settled Compacted, 50% of cross sectional area from 3 o'clock to 9 o'clock
MH13 TO MH
14_193986e3-7d3c-4643-94b6-a47355408646_20230518_10 5730_786.jpg, 00:00:00, 0.00ft Water Level, 0% of the vertical dimension
MH13 TO MH
14_737615cd-eb4f-49cc-8fdc-6d895decc27f_20230518_1059 58_225.jpg, 00:00:28, 0.00ft Miscellaneous Survey Abandoned / BLOCKAGE DEPOSITS
KEEPING ME FROM GOING UPSTREAM TO MH 14
Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:
2023_05_08 VA HOSPITAL LEXINGTON KY // Page: 37
City: LEXINGTON Drainage Area: Upstream MH: MH14
Street: 2250 LEESTOWN RD Media Label: Up Rim to Invert:
Location Code: Flow Control: Downstream MH: MH11
Location Details: Sheet Number: Down Rim to Invert:
Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0
Pipe size: 8 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0
Lining Method: Owner:
Additional Info:
1:899 Distance Code Observation Counter Photo Grade
0.0 AMH Manhole / MH11 00:00:00 MH11 TO
MH
15_8868c2
0.0 MWL Water Level, 5% of the vertical dimension 00:00:03 MH11 TO
MH
15_2c3f22
18.0 CS Crack Spiral from 9 o'clock to 2 o'clock 00:01:26 MH11 TO
MH
15_55b3b
S2
28.8 CS Crack Spiral from 9 o'clock to 1 o'clock 00:02:11 MH11 TO
MH
15_4855f4
S2
49.2 HSV Hole Soil Visible at 12 o'clock 00:03:38 MH11 TO
MH
15_54461
S5
54.8 HSV Hole Soil Visible from 12 o'clock to 1 o'clock 00:04:08 MH11 TO
MH
15_dd329c
S5
119.0 AMH Manhole / MH15 00:08:43 MH11 TO
MH
15_aa564
5/18/2023 David Gilliam P0042047-032023 MH11 TO MH 14
No Pre-Cleaning Upstream 119.0 ' 119.0 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5222 0000 14.0 0.0 3.5 0.0 3.514.0
QOR
MH11
MH14
Section Pictures - 5/18/2023 - MH11 TO MH 14
LEXINGTON 2250 LEESTOWN RD 5/18/2023 MH11 TO MH 14 13
MH11 TO MH
15_8868c243-b247-4fa3-a7d3-08338e2dcb8e_20230518_112 127_800.jpg, 00:00:00, 0.00ft Manhole / MH11
MH11 TO MH
15_55b3bb06-37a7-4a04-a48a-70680ddb7dff_20230518_112 322_116.jpg, 00:01:26, 18.02ft Crack Spiral from 9 o'clock to 2 o'clock
MH11 TO MH
15_2c3f221d-351c-477e-a56b-f3f9bd087f3e_20230518_1121 45_073.jpg, 00:00:03, 0.00ft Water Level, 5% of the vertical dimension
MH11 TO MH
15_4855f44f-37e9-4d43-b9ea-2c5213d17f03_20230518_1124 33_081.jpg, 00:02:11, 28.84ft Crack Spiral from 9 o'clock to 1 o'clock
Section Pictures - 5/18/2023 - MH11 TO MH 14
LEXINGTON 2250 LEESTOWN RD 5/18/2023 MH11 TO MH 14 13
MH11 TO MH
15_54461321-69dc-4325-bd4e-cc3c6728b665_20230518_112 609_145.jpg, 00:03:38, 49.15ft Hole Soil Visible at 12 o'clock
MH11 TO MH
15_aa56444d-1021-4259-81a6-c604bdf86acf_20230518_114 257_013.jpg, 00:08:43, 119.04ft Manhole / MH15
MH11 TO MH
15_dd329c9d-701d-44d0-ae47-17296e03c19f_20230518_112 656_486.jpg, 00:04:08, 54.80ft Hole Soil Visible from 12 o'clock to 1 o'clock
Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:
2023_05_08 VA HOSPITAL LEXINGTON KY // Page: 40
City: LEXINGTON Drainage Area: Upstream MH: MH8
Street: 2250 LEESTOWN RD Media Label: Up Rim to Invert:
Location Code: Flow Control: Downstream MH: MH14
Location Details: Sheet Number: Down Rim to Invert:
Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0
Pipe size: 8 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0
Lining Method: Owner:
Additional Info:
1:1125 Distance Code Observation Counter Photo Grade
0.0 AMH Manhole / MH15 00:00:00 5_18_2023
11_43_03 AM_df208
0.0 MWL Water Level, 5% of the vertical dimension 00:00:02 5_18_2023 11_43_03 AM_8db15
149.0 AMH Manhole / MH16 00:06:43 5_18_2023
11_43_03 AM_f8427
5/18/2023 David Gilliam P0042047-032023 MH14 TO MH8
No Pre-Cleaning Upstream 149.0 ' 149.0 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 0000 0.0 0.0 0.0 0.0 0.00.0
QOR
MH14
MH8
Section Pictures - 5/18/2023 - MH14 TO MH8
LEXINGTON 2250 LEESTOWN RD 5/18/2023 MH14 TO MH8 14
5_18_2023 11_43_03 AM_df2084c8-95c4-4363-9ab7-aa966835e413_20230518_11 4400_008.jpg, 00:00:00, 0.00ft Manhole / MH15
5_18_2023 11_43_03 AM_f8427e6c-db71-4076-845a-2db8a5f38407_20230518_11 5337_540.jpg, 00:06:43, 149.04ft Manhole / MH16
5_18_2023 11_43_03 AM_8db15863-5c0d-40b1-95a4-686b50cbde24_20230518_11 4418_761.jpg, 00:00:02, 0.00ft
Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:
2023_05_08 VA HOSPITAL LEXINGTON KY // Page: 42
City: LEXINGTON Drainage Area: Upstream MH: MH5
Street: 2250 LEESTOWN RD Media Label: Up Rim to Invert:
Location Code: Flow Control: Downstream MH: MH15
Location Details: Sheet Number: Down Rim to Invert:
Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0
Pipe size: 8 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0
Lining Method: Owner:
Additional Info:
1:2420 Distance Code Observation Counter Photo Grade
0.0 AMH Manhole / MH5 00:00:00 5_18_2023
1_22_51
PM_434d9
0.0 MWL Water Level, 5% of the vertical dimension 00:00:04 5_18_2023 1_22_51
PM_183a9
320.6 AMH Manhole / MH I 00:16:42 5_18_2023
1_22_51
PM_d2d2a
5/18/2023 David Gilliam P0042047-032023 MH5 TO MH 15
No Pre-Cleaning Downstream 320.6 ' 320.6 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 0000 0.0 0.0 0.0 0.0 0.00.0
QOR
MH5
MH15
Section Pictures - 5/18/2023 - MH5 TO MH 15
LEXINGTON 2250 LEESTOWN RD 5/18/2023 MH5 TO MH 15 15
5_18_2023 1_22_51 PM_434d98d5-796d-4d62-a9e3-87d9b514325f_20230518_13 2537_571.jpg, 00:00:00, 0.00ft Manhole / MH5
5_18_2023 1_22_51 PM_d2d2afee-fbd8-4a68-bdfb-5acb40a1eaad_20230518_134 316_940.jpg, 00:16:42, 320.55ft Manhole / MH I
5_18_2023 1_22_51 PM_183a9482-53c8-4e90-9285-09180e44dc02_20230518_13 2551_865.jpg, 00:00:04, 0.00ft
Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:
2023_05_08 VA HOSPITAL LEXINGTON KY // Page: 44
City: LEXINGTON Drainage Area: Upstream MH: MH16
Street: 2250 LEESTOWN RD Media Label: Up Rim to Invert:
Location Code: Flow Control: Downstream MH: MH15
Location Details: Sheet Number: Down Rim to Invert:
Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0
Pipe size: 8 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0
Lining Method: Owner:
Additional Info:
1:1311 Distance Code Observation Counter Photo Grade
0.0 AMH Manhole / MH18 00:00:00 5_18_2023
1_56_39
PM_818a9
0.0 MWL Water Level, 5% of the vertical dimension 00:00:03 5_18_2023 1_56_39
PM_55a65
83.1 CL Crack Longitudinal at 12 o'clock 00:04:55 5_18_2023
1_56_39
PM_5a45d
S2
83.6 RFJ Roots Fine Joint from 11 o'clock to 1 o'clock, within 8 inch 00:05:05 5_18_2023 1_56_39
PM_62ef9
M1
89.4 CS Crack Spiral from 11 o'clock to 2 o'clock 00:05:26 5_18_2023 1_56_39
PM_3d154
S2
140.0 CL Crack Longitudinal at 12 o'clock 00:07:18 5_18_2023
1_56_39
PM_9947f
S2
173.6 AMH Manhole / MH13 00:18:38 5_18_2023
1_56_39
PM_f4b6d
5/18/2023 David Gilliam P0042047-032023 MH15 TO MH16
No Pre-Cleaning Upstream 173.6 ' 173.6 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
2300 1100 6.0 1.0 2.0 1.0 1.87.0
QOR
MH16
Section Pictures - 5/18/2023 - MH15 TO MH16
LEXINGTON 2250 LEESTOWN RD 5/18/2023 MH15 TO MH16 16
5_18_2023 1_56_39 PM_818a9992-28c3-4536-bb33-7c2199ae4529_20230518_14 0448_991.jpg, 00:00:00, 0.00ft Manhole / MH18
5_18_2023 1_56_39 PM_5a45daa3-b843-4201-8bc5-7d177cf4e5ad_20230518_14 1518_785.jpg, 00:04:55, 83.05ft Crack Longitudinal at 12 o'clock
5_18_2023 1_56_39 PM_55a65ea2-8654-4385-b24b-b385ac1480fc_20230518_14 0506_417.jpg, 00:00:03, 0.00ft Water Level, 5% of the vertical dimension
5_18_2023 1_56_39 PM_62ef9bc7-af04-4a95-b163-f43c1d4417ca_20230518_141 539_749.jpg, 00:05:05, 83.57ft Roots Fine Joint from 11 o'clock to 1 o'clock, within 8 inch
Section Pictures - 5/18/2023 - MH15 TO MH16
LEXINGTON 2250 LEESTOWN RD 5/18/2023 MH15 TO MH16 16
5_18_2023 1_56_39 PM_3d1544b9-7d60-467f-a939-3d09854b6611_20230518_14 1625_584.jpg, 00:05:26, 89.42ft Crack Spiral from 11 o'clock to 2 o'clock
5_18_2023 1_56_39 PM_f4b6d77c-c98f-474f-9172-9c3295cec562_20230518_143 154_621.jpg, 00:18:38, 173.61ft Manhole / MH13
5_18_2023 1_56_39 PM_9947fce7-3f7e-427d-a9e6-03ab05865ac1_20230518_141 902_085.jpg, 00:07:18, 140.03ft Crack Longitudinal at 12 o'clock
Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:
2023_05_08 VA HOSPITAL LEXINGTON KY // Page: 47
City: LEXINGTON Drainage Area: Upstream MH: MH17
Street: 2250 LEESTOWN RD Media Label: Up Rim to Invert:
Location Code: Flow Control: Downstream MH: MH15
Location Details: Sheet Number: Down Rim to Invert:
Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0
Pipe size: 12 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0
Lining Method: Owner:
Additional Info:
1:2052 Distance Code Observation Counter Photo Grade
0.0 AMH Manhole / MH15 00:00:00 MH15 TO
MH
17_fd913b
0.0 MWL Water Level, 30% of the vertical dimension 00:00:03 MH15 TO
MH
17_e95c83
42.4 CS Crack Spiral from 9 o'clock to 12 o'clock 00:03:30 MH15 TO
MH
17_64599
S2
193.0 S01 RFJ Roots Fine Joint from 1 o'clock to 10 o'clock, Start, within 8 inch
00:09:49 MH15 TO
MH
17_c78cf6
207.3 HSV Hole Soil Visible from 11 o'clock to 1 o'clock 00:11:02 MH15 TO
MH
17_0c6674
S5
251.7 F01 RFJ Roots Fine Joint from 1 o'clock to 10 o'clock, Finish, within 8 inch
00:13:05 MH15 TO
MH
17_dc8f06
M1
251.7 RMJ Roots Medium Joint from 7 o'clock to 10 o'clock, 10% of cross sectional area, within 8 inch
00:13:09 MH15 TO
MH
17_f95de2
M3
271.9 AMH Manhole / MH17 00:14:45 MH15 TO
MH
17_47243f
5/19/2023 David Gilliam P0042047-032023 MH15 TO MH 17
No Pre-Cleaning Upstream 271.9 ' 271.9 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5121 311A 7.0 15.0 3.5 1.2 1.522.0
QOR
MH17
Section Pictures - 5/19/2023 - MH15 TO MH 17
LEXINGTON 2250 LEESTOWN RD 5/19/2023 MH15 TO MH 17 17
MH15 TO MH
17_fd913b2f-2e27-4d91-ac50-a9471f424017_20230519_0919 13_062.jpg, 00:00:00, 0.00ft Manhole / MH15
MH15 TO MH
17_4b75d659-20b5-43ef-b431-e9b431a15680_20230519_093 022_462.jpg, 00:00:03, 0.00ft Water Level, 30% of the vertical dimension
MH15 TO MH
17_e95c83a9-8f47-4fc6-909b-89dcb6502691_20230519_091 914_414.jpg, 00:00:03, 0.00ft Water Level, 30% of the vertical dimension
MH15 TO MH
17_6459924d-5f75-47a3-88b6-66cbeb970570_20230519_093 503_187.jpg, 00:03:30, 42.40ft Crack Spiral from 9 o'clock to 12 o'clock
LEXINGTON 2250 LEESTOWN RD 5/19/2023 MH15 TO MH 17 17
MH15 TO MH
17_c78cf62c-66d3-4306-ae98-1939b5bd2e3d_20230519_094 158_499.jpg, 00:09:49, 192.99ft Roots Fine Joint from 1 o'clock to 10 o'clock, Start, within 8 inch
MH15 TO MH
17_dc8f06b9-ed73-4eb9-8055-10c0d097c258_20230519_094 538_933.jpg, 00:13:05, 251.69ft Roots Fine Joint from 1 o'clock to 10 o'clock, Finish, within 8 inch
MH15 TO MH
17_0c667496-f630-4c2f-bf37-88bf9f70223b_20230519_09432 9_081.jpg, 00:11:02, 207.34ft Hole Soil Visible from 11 o'clock to 1 o'clock
MH15 TO MH
17_f95de224-675d-45c6-ac43-d2a20f6aaa8b_20230519_094 608_740.jpg, 00:13:09, 251.69ft Roots Medium Joint from 7 o'clock to 10 o'clock, 10% of cross
LEXINGTON 2250 LEESTOWN RD 5/19/2023 MH15 TO MH 17 17
MH15 TO MH
17_47243fe9-3c08-4efe-b9eb-6ebb0d5831ca_20230519_094 755_482.jpg, 00:14:45, 271.87ft Manhole / MH17
Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:
2023_05_08 VA HOSPITAL LEXINGTON KY // Page: 51
City: LEXINGTON Drainage Area: Upstream MH: MH18
Street: 2250 LEESTOWN RD Media Label: Up Rim to Invert:
Location Code: Flow Control: Downstream MH: MH17
Location Details: Sheet Number: Down Rim to Invert:
Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0
Pipe size: 12 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0
Lining Method: Owner:
Additional Info:
1:1267 Distance Code Observation Counter Photo Grade
0.0 AMH Manhole / MH17 00:00:00 MH18 TO
MH
17_cf7c04
0.0 MWL Water Level, 15% of the vertical dimension 00:00:03 MH18 TO
MH
17_e1ed4
3.5 CL Crack Longitudinal at 12 o'clock 00:13:14 MH18 TO
MH
17_f34db0
S2
5.9 RMJ Roots Medium Joint from 8 o'clock to 10 o'clock, 10% of cross sectional area, within 8 inch
00:12:49 MH18 TO
MH
17_d58b4
M3
12.3 RMJ Roots Medium Joint from 8 o'clock to 10 o'clock, 20% of cross sectional area, within 8 inch
00:14:15 M3
12.3 RMJ Roots Medium Joint from 1 o'clock to 3 o'clock, 20% of cross sectional area, within 8 inch
00:14:17 MH18 TO
MH
17_3ae4d
M3
15.9 S02 RMJ Roots Medium Joint from 2 o'clock to 11 o'clock, 25% of cross sectional area, Start, within 8 inch
00:14:47 MH18 TO
MH
17_7340ef
105.0 F02 RMJ Roots Medium Joint from 2 o'clock to 11 o'clock, 25% of cross sectional area, Finish, within 8 inch
00:18:23 MH18 TO
MH
17_636ec5
M3
108.7 CL Crack Longitudinal at 12 o'clock 00:07:29 MH18 TO
MH
17_6e674
S2
115.8 CL Crack Longitudinal at 3 o'clock 00:08:31 MH18 TO
MH
17_00293
S2
147.4 RMJ Roots Medium Joint from 8 o'clock to 12 o'clock, 10% of cross sectional area, within 8 inch
00:20:23 MH18 TO
MH
17_14946
M3
167.8 AMH Manhole / MH17 00:22:42 MH18 TO
MH
17_06e44
5/19/2023 David Gilliam P0042047-032023 MH18 TO MH 17
No Pre-Cleaning Downstream 167.8 ' 167.8 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
2300 3C00 6.0 66.0…
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