Attachment J09 2020 Crow Creek Report.pdf

PDF 1 MB Posted Dec 2, 2024

Attached to: Crow Creek Community Sewer Renovation
Solicitation number: 75H70125R00010
Issued by: Department of Health and Human Services Indian Health Service

About this file

Written by GovTribe AI · Dec 2, 2024

This file is a sewer inspection report from October 2020 documenting the condition assessment of sewer lines in Crow Creek, South Dakota. The report contains detailed CCTV inspection results of approximately 1,560 feet of 8-inch circular sewer pipes across 6 sections between manholes MH1-MH12, with inspection photos and observations documented for each pipe segment.

The inspection revealed various defects including deposits of settled gravel, root intrusions, tap connections (both factory-made and saddle types), longitudinal fractures, and varying water levels from 5-50% of pipe height. The pipe materials included polyvinyl chloride and sections of unknown material. Each pipe segment was assigned condition grades from 1-5, with several segments showing moderate to severe defects (grades 2-3) requiring attention within 5-20 years. Notable issues included roots in the barrel between MH6-MH5, tap break-in intrusions between MH4-MH3, and a longitudinal fracture at MH2-MH1, indicating areas needing rehabilitation or repair.

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B05 Amendment No. A00003.pdf	PDF	Dec 9, 2024
B05 A3-1 Pre-Proposal Inquiries 1-7.pdf	PDF	Dec 9, 2024
B05 A2-1 Pre-Proposal Inquiries 1-5.pdf	PDF	Dec 2, 2024
Attachment J11 CC Community Sewer As-built (1975).pdf	PDF	Dec 2, 2024
B05 Amendment No. A00002.pdf	PDF	Dec 2, 2024
Attachment J10 2024 Crow Creek Report.pdf	PDF	Dec 2, 2024
B05 Amendment No. A00001.pdf	PDF	Nov 22, 2024
Attachment J03 Map of Project Location.pdf	PDF	Nov 14, 2024
Attachment J06 Self Performed Calculation Sheet.docx	DOCX document	Nov 14, 2024
B01 RFP 75H70125R00010 Crow Creek.pdf	PDF	Nov 14, 2024
Attachment J02 Plans.pdf	PDF	Nov 14, 2024
Attachment J04 Wage Determination SD20240032 01.05.2024.pdf	PDF	Nov 14, 2024
Attachment J08 Past Performance Questionnaire.docx	DOCX document	Nov 14, 2024
Attachment J01 Specifications.pdf	PDF	Nov 14, 2024
Attachment J05 Price Schedule.xlsx	XLSX spreadsheet	Nov 14, 2024
Attachment J07 Company Specialized Experience Construction Form.docx	DOCX document	Nov 14, 2024

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Project

Project Name Crow Creek, SD

Project Date 10/6/2020

Job End Date 10/22/2020

Page C-1

Table of Contents

Page T-1

Project Date 10/6/2020

Project Name Crow Creek, SD

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

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

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

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

Section: 1; MH 11 - MH 12

Section: 2; MH 5 - MH 4

Section: 3; MH 6 - MH 5

Section: 4; MH 4 - MH 3

Section: 5; MH 3 - MH 2

Section: 7; MH 2 - MH 1

Page P-1

Project Information Project Date 10/6/2020

Project Name Crow Creek, SD

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 10/6/2020

Page P-3

Section Profile

Section No.

Upstream

Downstream

Date Street Media Label Material Total Length

Length Surveyed

1 MH 11 MH 12 10/6/2020 C Ave Polyvinyl Chloride

323.50 323.50

2 MH 5 MH 4 10/6/2020 A Ave Not Known 138.90 138.90

3 MH 6 MH 5 10/6/2020 A Ave Not Known 275.40 275.40

4 MH 4 MH 3 10/6/2020 North from A Ave Not Known 138.20 138.20

5 MH 3 MH 2 10/6/2020 North from A Ave Not Known 365.80 365.80

7 MH 2 MH 1 10/6/2020 Field Not Known 318.20 318.20

6 x Circular 8 = 1560.00 Total Length ( 1560.00 Length Surveyed )

Total: 6 = 1560.00 Total Length ( 1560.00 Length Surveyed )

Project Date 10/6/2020

Page P-4

Number of sections 6

Total length of sewer network 1560.00 ft

Inspected length of sewer network 1560.00 ft

Not inspected length of sewer network 0.00 ft

Total abandoned inspections 0

Number of section inspection photos 43

Number of section inspection videos 6

Number of section inspection scans 0

Number of section inclination measurements 0

Pipe Segment Reference

MH 11-MH 12 Upstream MH MH 11

City Crow Creek Community Downstream MH MH 12

Street C Ave Shape Circular 8inch

Total Length 323.5 Material Polyvinyl Chloride

Distance PACP Code Observation

1 0.0 AMH Manhole

2 0.0 MWL Water Level, 5% of the vertical dimension

3 6.0 TF Tap Factory Made at 12 o'clock, dia/height: 4inch

4 86.8 TF Tap Factory Made at 3 o'clock, dia/height: 4inch

5 96.1 TF Tap Factory Made at 11 o'clock, dia/height: 4inch

6 166.5 TS Tap Saddle at 10 o'clock, dia/height: 4inch

7 181.2 TF Tap Factory Made at 3 o'clock, dia/height: 4inch

8 290.1 TF Tap Factory Made at 2 o'clock, dia/height: 4inch

9 323.5 AMH Manhole

Pipe Segment Reference

MH 5-MH 4 Upstream MH MH 5

City Crow Creek Community Downstream MH MH 4

Street A Ave Shape Circular 8inch

Total Length 138.9 Material Not Known

Distance PACP Code Observation

1 0.0 AMH Manhole

2 0.0 MWL Water Level, 20% of the vertical dimension

3 54.6 TS Tap Saddle at 10 o'clock, dia/height: 4inch

4 80.9 DSGV Deposits Settled Gravel, 5% of cross sectional area from 4 o'clock to 8 o'clock

5 138.9 AMH Manhole

Section Summary Project Date 10/6/2020

Page P-5

Pipe Segment Reference

MH 6-MH 5 Upstream MH MH 6

City Crow Creek Community Downstream MH MH 5

Street A Ave Shape Circular 8inch

Total Length 275.4 Material Not Known

Distance PACP Code Observation

1 0.0 AMH Manhole

2 0.0 MWL Water Level, 20% of the vertical dimension

3 1.7 MWL Water Level, 10% of the vertical dimension

4 15.8 TS Tap Saddle at 10 o'clock, dia/height: 4inch

5 97.5 TS Tap Saddle at 3 o'clock, dia/height: 4inch

6 127.1 TF Tap Factory Made at 9 o'clock, dia/height: 4inch

7 179.7 RFB Roots Fine Barrell from 12 o'clock to 12 o'clock

8 188.9 RFB Roots Fine Barrell from 12 o'clock to 12 o'clock

9 221.8 TS Tap Saddle at 3 o'clock, dia/height: 4inch

10 238.2 TS Tap Saddle at 10 o'clock, dia/height: 4inch

11 275.4 AMH Manhole

Pipe Segment Reference

MH 4-MH 3 Upstream MH MH 4

City Crow Creek Community Downstream MH MH 3

Street North from A Ave Shape Circular 8inch

Total Length 138.2 Material Not Known

Distance PACP Code Observation

1 0.0 AMH Manhole

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

3 52.6 TS Tap Saddle at 10 o'clock, dia/height: 6inch

4 65.0 TBI Tap Break-In Intruding at 11 o'clock, dia/height: 4inch, intruding: 1inch

5 138.2 AMH Manhole

Pipe Segment Reference

MH 3-MH 2 Upstream MH MH 3

City Crow Creek Community Downstream MH MH 2

Street North from A Ave Shape Circular 8inch

Total Length 365.8 Material Not Known

Distance PACP Code Observation

1 0.0 AMH Manhole

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

3 365.8 AMH Manhole

Pipe Segment Reference

MH 2-MH 1 Upstream MH MH 2

City Crow Creek Community Downstream MH MH 1

Street Field Shape Circular 8inch

Total Length 318.2 Material Not Known

Distance PACP Code Observation

1 0.0 AMH Manhole

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

3 0.4 MWL Water Level, 30% of the vertical dimension

4 24.9 MWL Water Level, 10% of the vertical dimension

5 78.7 FL Fracture Longitudinal at 1 o'clock

6 123.6 MWL Water Level, 20% of the vertical dimension

7 252.1 MWL Water Level, 30% of the vertical dimension

8 271.6 MWL Water Level, 40% of the vertical dimension

Section Summary Project Date 10/6/2020

Page P-6

Distance PACP Code Observation

9 305.7 MWL Water Level, 50% of the vertical dimension

10 318.2 AMH Manhole

Section Summary Project Date 10/6/2020

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:

Crow Creek, SD // Page: 1

City: Crow Creek Community Drainage Area: Upstream MH: MH 11

Street: C Ave Media Label: Up Rim to Invert: 0.0

Location Code: Flow Control: Downstream MH: MH 12

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

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:

1:2442 Distance Code Observation Counter Photo Grade

0.0 AMH Manhole / MH 11 00:00:01 MH 11-MH

12_3cbaab 20-41a1-4f

0.0 MWL Water Level, 5% of the vertical dimension 00:00:03 MH 11-MH 12_097cdd 26-d85f-4f

6.0 TF Tap Factory Made at 12 o'clock, dia/height: 4inch 00:01:54 MH 11-MH 12_5ac0be 5d-f467-4f

86.8 TF Tap Factory Made at 3 o'clock, dia/height: 4inch 00:04:12 MH 11-MH 12_1c3af2 a3-955e-4d

96.1 TF Tap Factory Made at 11 o'clock, dia/height: 4inch 00:04:40 MH 11-MH 12_0c6045 90-d338-4

166.5 TS Tap Saddle at 10 o'clock, dia/height: 4inch 00:06:39 MH 11-MH 12_da6b0f 97-2ec3-40

181.2 TF Tap Factory Made at 3 o'clock, dia/height: 4inch 00:07:12 MH 11-MH 12_ab0f26 e2-083d-4

290.1 TF Tap Factory Made at 2 o'clock, dia/height: 4inch 00:10:06 MH 11-MH 12_3cf76c 5c-01a7-43

323.5 AMH Manhole / MH 12 00:11:25 MH 11-MH

12_dfb038 5c-687d-4

10/6/2020 david michaelis U-1219-70308079 MH 11-MH 12

No Pre-Cleaning Downstream 323.5 ' 323.5 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI

0000 0000 0.0 0.0 0.0 0.0 0.00.0

QOR

MH 11

MH 12

Section Pictures - 10/6/2020 - MH 11-MH 12

Crow Creek Community C Ave 10/6/2020 MH 11-MH 12 1

MH 11-MH

12_3cbaab20-41a1-4f51-9d3b-3b9eeb566a19_20201006_0807 54_100.jpg, 00:00:01, 0.00ft Manhole / MH 11

MH 11-MH

12_5ac0be5d-f467-4f77-9b1a-97f971c2eb15_20201006_08095 8_320.jpg, 00:01:54, 6.00ft Tap Factory Made at 12 o'clock, dia/height: 4inch

MH 11-MH

12_097cdd26-d85f-4fc3-a5e3-4d56d4e6f221_20201006_08080 0_695.jpg, 00:00:03, 0.00ft Water Level, 5% of the vertical dimension

MH 11-MH

12_1c3af2a3-955e-4de6-8e44-07999818cdc2_20201006_0812 21_852.jpg, 00:04:12, 86.80ft Tap Factory Made at 3 o'clock, dia/height: 4inch

City Street Date Pipe Segment Reference Section No.

Crow Creek Community C Ave 10/6/2020 MH 11-MH 12 1

MH 11-MH

12_0c604590-d338-41bb-9125-f9bee180bc21_20201006_0812 57_237.jpg, 00:04:40, 96.10ft Tap Factory Made at 11 o'clock, dia/height: 4inch

MH 11-MH

12_ab0f26e2-083d-49ea-a59a-a1913c118bf1_20201006_08154 0_894.jpg, 00:07:12, 181.20ft Tap Factory Made at 3 o'clock, dia/height: 4inch

MH 11-MH

12_da6b0f97-2ec3-404e-bdcd-c5c1d2e0e8d9_20201006_0815 02_603.jpg, 00:06:39, 166.50ft Tap Saddle at 10 o'clock, dia/height: 4inch

MH 11-MH

12_3cf76c5c-01a7-43df-a573-a6c266e3e0f4_20201006_08184 3_162.jpg, 00:10:06, 290.10ft Tap Factory Made at 2 o'clock, dia/height: 4inch

Crow Creek Community C Ave 10/6/2020 MH 11-MH 12 1

MH 11-MH

12_dfb0385c-687d-4623-843c-d2408a3765ce_20201006_0820 05_725.jpg, 00:11:25, 323.50ft Manhole / MH 12

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

Crow Creek, SD // Page: 5

City: Crow Creek Community Drainage Area: Upstream MH: MH 5

Street: A Ave Media Label: Up Rim to Invert: 0.0

Location Code: Flow Control: Downstream MH: MH 4

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

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

Pipe size: 8 " Sewer Category: SEC Joints passed: 0

Pipe material: Not Known Purpose: Joints failed: 0

Lining Method: Owner:

Additional Info:

1:1049 Distance Code Observation Counter Photo Grade

0.0 AMH Manhole / MH 4 00:00:01 MH 5-MH

4_20ad726 e-dce5-443

0.0 MWL Water Level, 20% of the vertical dimension 00:00:02 MH 5-MH 4_0455344 f-1eed-4a6

54.6 TS Tap Saddle at 10 o'clock, dia/height: 4inch 00:03:47 MH 5-MH 4_5f7e9f06 -01f3-402c

80.9 DSGV Deposits Settled Gravel, 5% of cross sectional area from 4 o'clock to 8 o'clock

00:06:11 MH 5-MH

4_7366669 5-ca4e-453

138.9 AMH Manhole / MH 5 00:08:02 MH 5-MH

4_df34bd9 7-a3f3-468

10/6/2020 david michaelis U-1219-70308079 MH 5-MH 4

No Pre-Cleaning Upstream 138.9 ' 138.9 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI

0000 2100 0.0 2.0 0.0 2.0 2.02.0

QOR

MH 4

MH 5

Section Pictures - 10/6/2020 - MH 5-MH 4

Crow Creek Community A Ave 10/6/2020 MH 5-MH 4 2

MH 5-MH

4_20ad726e-dce5-4431-851c-11b803c71d8d_20201006_08542 5_039.jpg, 00:00:01, 0.00ft Manhole / MH 4

MH 5-MH

4_5f7e9f06-01f3-402c-b8cd-3b0ed6a66e06_20201006_085823 _945.jpg, 00:03:47, 54.60ft Tap Saddle at 10 o'clock, dia/height: 4inch

MH 5-MH

4_0455344f-1eed-4a60-88da-dd6a41de2e55_20201006_08543 2_570.jpg, 00:00:02, 0.00ft Water Level, 20% of the vertical dimension

MH 5-MH

4_73666695-ca4e-4530-99ef-2d5b168fcecd_20201006_090101 _834.jpg, 00:06:11, 80.90ft Deposits Settled Gravel, 5% of cross sectional area from 4 o'clock to 8 o'clock

Section Pictures - 10/6/2020 - MH 5-MH 4

Crow Creek Community A Ave 10/6/2020 MH 5-MH 4 2

MH 5-MH

4_df34bd97-a3f3-468a-9985-50298d3669bb_20201006_09030 2_414.jpg, 00:08:02, 138.90ft Manhole / MH 5

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

Crow Creek, SD // Page: 8

City: Crow Creek Community Drainage Area: Upstream MH: MH 6

Street: A Ave Media Label: Up Rim to Invert: 0.0

Location Code: Flow Control: Downstream MH: MH 5

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

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

Pipe size: 8 " Sewer Category: SEC Joints passed: 0

Pipe material: Not Known Purpose: Joints failed: 0

Lining Method: Owner:

Additional Info:

1:2079 Distance Code Observation Counter Photo Grade

0.0 AMH Manhole / MH 5 00:00:02 MH 6-MH

5_096f77bf -bea7-4697

0.0 MWL Water Level, 20% of the vertical dimension 00:00:03 MH 6-MH 5_3dbbb9a a-b145-49

1.7 MWL Water Level, 10% of the vertical dimension 00:00:19 MH 6-MH 5_e1cf6c6 9-7f2a-458

15.8 TS Tap Saddle at 10 o'clock, dia/height: 4inch 00:00:46 MH 6-MH 5_5984d8e 7-5258-41

97.5 TS Tap Saddle at 3 o'clock, dia/height: 4inch 00:03:06 MH 6-MH 5_20aef2b 9-15ca-44a

127.1 TF Tap Factory Made at 9 o'clock, dia/height: 4inch 00:04:01 MH 6-MH 5_4451416 3-27dc-4cc

179.7 RFB Roots Fine Barrell from 12 o'clock to 12 o'clock 00:05:37 MH 6-MH 5_280f28f8 -9e4f-4915

188.9 RFB Roots Fine Barrell from 12 o'clock to 12 o'clock 00:06:09 MH 6-MH 5_b43075c e-1e49-4cd

221.8 TS Tap Saddle at 3 o'clock, dia/height: 4inch 00:08:10 MH 6-MH 5_abade82 f-eea5-4a0

238.2 TS Tap Saddle at 10 o'clock, dia/height: 4inch 00:09:03 MH 6-MH 5_dc2b1c7 0-d0ba-46

275.4 AMH Manhole / MH 6 00:10:10 MH 6-MH

5_f913f5bd -1d9d-478

10/6/2020 david michaelis U-1219-70308079 MH 6-MH 5

No Pre-Cleaning Upstream 275.4 ' 275.4 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI

0000 2200 0.0 4.0 0.0 2.0 2.04.0

QOR

MH 5

MH 6

Section Pictures - 10/6/2020 - MH 6-MH 5

Crow Creek Community A Ave 10/6/2020 MH 6-MH 5 3

MH 6-MH

5_096f77bf-bea7-4697-812a-ec0e6d1be88c_20201006_090435 _738.jpg, 00:00:02, 0.00ft Manhole / MH 5

MH 6-MH

5_e1cf6c69-7f2a-458a-8014-52a0ac778124_20201006_090510 _786.jpg, 00:00:19, 1.70ft Water Level, 10% of the vertical dimension

MH 6-MH

5_3dbbb9aa-b145-49b8-8924-a56a23fdf5fe_20201006_090449 _722.jpg, 00:00:03, 0.00ft Water Level, 20% of the vertical dimension

MH 6-MH

5_5984d8e7-5258-4145-b9d0-180957aa8ec8_20201006_09054 6_554.jpg, 00:00:46, 15.80ft Tap Saddle at 10 o'clock, dia/height: 4inch

Crow Creek Community A Ave 10/6/2020 MH 6-MH 5 3

MH 6-MH

5_20aef2b9-15ca-44ad-9fd3-d4cd129dfa95_20201006_090813 _116.jpg, 00:03:06, 97.50ft Tap Saddle at 3 o'clock, dia/height: 4inch

MH 6-MH

5_280f28f8-9e4f-4915-b07d-53e77c39c20b_20201006_091105 _695.jpg, 00:05:37, 179.70ft Roots Fine Barrell from 12 o'clock to 12 o'clock

MH 6-MH

5_44514163-27dc-4ccf-969e-c38ea9b14851_20201006_09091 8_788.jpg, 00:04:01, 127.10ft Tap Factory Made at 9 o'clock, dia/height: 4inch

MH 6-MH

5_b43075ce-1e49-4cd4-ac95-89925b37f88c_20201006_09115 4_117.jpg, 00:06:09, 188.90ft Roots Fine Barrell from 12 o'clock to 12 o'clock

Crow Creek Community A Ave 10/6/2020 MH 6-MH 5 3

MH 6-MH

5_abade82f-eea5-4a02-ab62-6175b450092e_20201006_09140 2_429.jpg, 00:08:10, 221.80ft Tap Saddle at 3 o'clock, dia/height: 4inch

MH 6-MH

5_f913f5bd-1d9d-478b-8ed7-44ddfa49d4a6_20201006_091613 _894.jpg, 00:10:10, 275.40ft Manhole / MH 6

MH 6-MH

5_dc2b1c70-d0ba-4615-b651-0a3354260c7b_20201006_09150 2_574.jpg, 00:09:03, 238.20ft Tap Saddle at 10 o'clock, dia/height: 4inch

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

Crow Creek, SD // Page: 12

City: Crow Creek Community Drainage Area: Upstream MH: MH 4

Street: North from A Ave Media Label: Up Rim to Invert: 0.0

Location Code: Flow Control: Downstream MH: MH 3

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

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

Pipe size: 8 " Sewer Category: SEC Joints passed: 0

Pipe material: Not Known Purpose: Joints failed: 0

Lining Method: Owner:

Additional Info:

1:1044 Distance Code Observation Counter Photo Grade

0.0 AMH Manhole / MH 4 00:00:02 MH 4-MH

3_450a88a 6-b037-4aa

0.0 MWL Water Level, 10% of the vertical dimension 00:00:03 MH 4-MH 3_961673c 8-3128-4b

52.6 TS Tap Saddle at 10 o'clock, dia/height: 6inch 00:03:31 MH 4-MH 3_cb4188e 4-ae6e-4fb

65.0 TBI Tap Break-In Intruding at 11 o'clock, dia/height: 4inch, intruding: 1inch

00:03:55 MH 4-MH

3_b4d20be 8-1686-40

138.2 AMH Manhole / MH 3 00:05:58 MH 4-MH

3_c684e29 c-2575-4e0

10/6/2020 david michaelis U-1219-70308079 MH 4-MH 3

Light Cleaning Downstream 138.2 ' 138.2 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI

0000 3100 0.0 3.0 0.0 3.0 3.03.0

QOR

MH 4

MH 3

Section Pictures - 10/6/2020 - MH 4-MH 3

Crow Creek Community North from A Ave 10/6/2020 MH 4-MH 3 4

MH 4-MH

3_450a88a6-b037-4aa1-b259-0359b86493a4_20201006_09354 9_836.jpg, 00:00:02, 0.00ft Manhole / MH 4

MH 4-MH

3_cb4188e4-ae6e-4fb1-8f51-9156c9d49eb2_20201006_093934 _447.jpg, 00:03:31, 52.60ft Tap Saddle at 10 o'clock, dia/height: 6inch

MH 4-MH

3_961673c8-3128-4b3f-9657-2190748f0b67_20201006_09355 6_590.jpg, 00:00:03, 0.00ft Water Level, 10% of the vertical dimension

MH 4-MH

3_b4d20be8-1686-406e-843e-00ea8796cb9f_20201006_09401 3_222.jpg, 00:03:55, 65.00ft Tap Break-In Intruding at 11 o'clock, dia/height: 4inch, intruding:

1inch

Section Pictures - 10/6/2020 - MH 4-MH 3

Crow Creek Community North from A Ave 10/6/2020 MH 4-MH 3 4

MH 4-MH

3_c684e29c-2575-4e01-b468-91cc4ae37a5b_20201006_09422 0_524.jpg, 00:05:58, 138.20ft Manhole / MH 3

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

Crow Creek, SD // Page: 15

City: Crow Creek Community Drainage Area: Upstream MH: MH 3

Street: North from A Ave Media Label: Up Rim to Invert: 0.0

Location Code: Flow Control: Downstream MH: MH 2

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

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

Pipe size: 8 " Sewer Category: SEC Joints passed: 0

Pipe material: Not Known Purpose: Joints failed: 0

Lining Method: Owner:

Additional Info:

1:2761 Distance Code Observation Counter Photo Grade

0.0 AMH Manhole / MH 3 00:00:02 MH 3-MH

2_6db6285 c-2fce-48b

0.0 MWL Water Level, 10% of the vertical dimension 00:00:03 MH 3-MH 2_c06ae35 e-15ed-48a

365.8 AMH Manhole / MH 2 00:12:59 MH 3-MH

2_ed1a00f c-b8ab-475

10/6/2020 david michaelis U-1219-70308079 MH 3-MH 2

Light Cleaning Downstream 365.8 ' 365.8 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI

0000 0000 0.0 0.0 0.0 0.0 0.00.0

QOR

MH 3

MH 2

Section Pictures - 10/6/2020 - MH 3-MH 2

Crow Creek Community North from A Ave 10/6/2020 MH 3-MH 2 5

MH 3-MH

2_6db6285c-2fce-48b6-a1ac-d12b06ad825a_20201006_09434 8_118.jpg, 00:00:02, 0.00ft Manhole / MH 3

MH 3-MH

2_ed1a00fc-b8ab-475b-a55e-1d44b58062f3_20201006_095656 _068.jpg, 00:12:59, 365.80ft Manhole / MH 2

MH 3-MH

2_c06ae35e-15ed-48aa-ac59-8026aafdf12b_20201006_094356 _001.jpg, 00:00:03, 0.00ft Water Level, 10% of the vertical dimension

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

Crow Creek, SD // Page: 17

City: Crow Creek Community Drainage Area: Upstream MH: MH 2

Street: Field Media Label: Up Rim to Invert: 0.0

Location Code: Flow Control: Downstream MH: MH 1

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

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

Pipe size: 8 " Sewer Category: SEC Joints passed: 0

Pipe material: Not Known Purpose: Joints failed: 0

Lining Method: Owner:

Additional Info:

1:2402 Distance Code Observation Counter Photo Grade

0.0 AMH Manhole / MH 2 00:00:02 MH 2-MH

1_e732952 1-f360-443

0.0 MWL Water Level, 10% of the vertical dimension 00:00:03 MH 2-MH 1_73d2053 0-2754-4d

0.4 MWL Water Level, 30% of the vertical dimension 00:00:36 MH 2-MH 1_e99df2a b-c5f7-4d3

24.9 MWL Water Level, 10% of the vertical dimension 00:02:47 MH 2-MH 1_1d986e7 7-f127-4c0

78.7 FL Fracture Longitudinal at 1 o'clock 00:04:16 MH 2-MH

1_8ac07bc 7-28fa-427

123.6 MWL Water Level, 20% of the vertical dimension 00:05:28 MH 2-MH 1_3087d5a f-74e2-45a

252.1 MWL Water Level, 30% of the vertical dimension 00:08:22 MH 2-MH 1_3cb93ef 7-7c53-42

271.6 MWL Water Level, 40% of the vertical dimension 00:09:01 MH 2-MH 1_66cb539 4-5fd2-44e

305.7 MWL Water Level, 50% of the vertical dimension 00:10:07 MH 2-MH 1_3dc346e b-0c10-46

318.2 AMH Manhole / MH 1 00:10:32 MH 2-MH

1_4522494 b-cb5c-40e

10/6/2020 david michaelis U-1219-70308079 MH 2-MH 1

Light Cleaning Downstream 318.2 ' 318.2 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI

3100 0000 3.0 0.0 3.0 0.0 3.03.0

QOR

MH 2

MH 1

Section Pictures - 10/6/2020 - MH 2-MH 1

Crow Creek Community Field 10/6/2020 MH 2-MH 1 7

MH 2-MH

1_e7329521-f360-4439-8cf5-a64949877a49_20201006_104930 _909.jpg, 00:00:02, 0.00ft Manhole / MH 2

MH 2-MH

1_e99df2ab-c5f7-4d33-8519-b1f36d8b9b28_20201006_105026 _710.jpg, 00:00:36, 0.40ft Water Level, 30% of the vertical dimension

MH 2-MH

1_73d20530-2754-4dc2-96ce-cb50dcaf8462_20201006_10494 3_861.jpg, 00:00:03, 0.00ft Water Level, 10% of the vertical dimension

MH 2-MH

1_1d986e77-f127-4c02-b631-af3baa03c3b7_20201006_105245 _224.jpg, 00:02:47, 24.90ft Water Level, 10% of the vertical dimension

Crow Creek Community Field 10/6/2020 MH 2-MH 1 7

MH 2-MH

1_8ac07bc7-28fa-427f-9cfe-485b184ec5c3_20201006_105434 _007.jpg, 00:04:16, 78.70ft Fracture Longitudinal at 1 o'clock

MH 2-MH

1_3cb93ef7-7c53-428a-a5f7-043c5e91b28a_20201006_105904 _282.jpg, 00:08:22, 252.10ft Water Level, 30% of the vertical dimension

MH 2-MH

1_3087d5af-74e2-45a6-9f64-83ec546ed794_20201006_105552 _898.jpg, 00:05:28, 123.60ft Water Level, 20% of the vertical dimension

MH 2-MH

1_66cb5394-5fd2-44e2-83a3-a3d73cbabf9d_20201006_105949 _007.jpg, 00:09:01, 271.60ft Water Level, 40% of the vertical dimension

Crow Creek Community Field 10/6/2020 MH 2-MH 1 7

MH 2-MH

1_3dc346eb-0c10-46da-afe4-39f66141ffaa_20201006_110100_ 677.jpg, 00:10:07, 305.70ft Water Level, 50% of the vertical dimension

MH 2-MH

1_4522494b-cb5c-40ea-b37c-48b45736769f_20201006_11012 9_602.jpg, 00:10:32, 318.20ft Manhole / MH 1

6 x Circular 8 = 1560.00 Total Length ( 1560.00 Length Surveyed )

Total: 6 = 1560.00 Total Length ( 1560.00 Length Surveyed )

File details come from the government source that posted it. Updated Dec 2, 2024.