04-BUC871015D_TileInvestigationResults_2024.06.20.pdf
PDF 3 MB Posted
- Attached to
- Buc871015D Nutrient Reduction Wetland
- Solicitation number
- 009-RFBW-1303-2025
- Issued by
- Buena Vista County, Iowa
About this file
The provided document is an existing tile map related to a state and local contract opportunity for the Iowa Department of Agriculture & Land Stewardship to construct a traditional breakpoint nutrient reduction wetland project in Buchanan County, Iowa. The project involves steel sheet pile weir construction, tile installation, water control structures, and seeding across an area of approximately 25.14 acres. The existing tile depth averages 3.76 feet, with an average cover depth of 3.18 feet. Crop damage is estimated at 0.97 acres. The contract opportunity name is "Buc871015D Nutrient Reduction Wetland", with a contract ID of 66f40e06589e64f414062e92.
The pricing and funding details for this contract opportunity are not provided in the given document. However, it is likely that the contract will have set-aside requirements, and the funding may come from a combination of state and local sources. Additional salient information, such as response due dates, award timelines, and contract term lengths, are also not included in the provided materials.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 01-BUC871015D_Bid Book.pdf | ||
| 02-BUC871015D_Specifications 08-08-2024.pdf | ||
| 04-BUC871015D_SUBMITTALS.pdf | ||
| 00-Buc871015D_NoticeToBidders_AA.pdf | ||
| 03_BUC871015D_Plans 08-20-2024.pdf | ||
| 05-BUC871015D_Geotech 12-13-2023.pdf | ||
| Bid Book.html | HTML file | |
| 1262541-event.pdf | ||
| 06-BUC871015D_H&H Report 03-15-2024.pdf | ||
| Construction Plans.html | HTML file |
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Text version
10000 878.46
IE_6_CLAY
10001 878.38
IE_5_CLAY
10002 878.86
IE_5_CLAY
10003 878.21
IE_5_CLAY
10004 878.31
IE_5_CLAY
10005 878.70
IE_5_CLAY
10006 878.86
IE_5_CLAY
10007 879.05
IE_5_CLAY
10008 878.97
IE_6_CLAY
10009 881.17
IE_6_PLASTIC
10013 886.23
IE_6_CLAY
10014 886.86
IE_5_CLAY_LAT
10015 886.35
IE_6_CLAY
10016 881.13
IE_6_CLAY
10017 881.60
IE_4_CLAY
10018 878.88
IE_6_CLAY
10019 879.93
IE_4_CLAY
10020 875.59
IE_6_CLAY
10021 881.54
IE_5_CLAY
10022 875.95
IE_5_CLAY
10023 876.68
IE_5_CLAY
10024 880.14
IE_5_CLAY
10025 881.33
IE_5_CLAY
EV
ER
LY
A
VE
NORMAL POOL
ELEVATION = 879.50
AREA = 10.0 ACRES
6" CLAY
GROUND ELEV = 882.24
IE = 878.53
DEPTH TO INVERT = 3.71 FT
5" CLAY
GROUND ELEV = 885.33
IE = 881.60
DEPTH TO INVERT = 3.73 FT
5" CLAY
GROUND ELEV = 885.10
IE = 881.40
DEPTH TO INVERT = 3.70 FT
5" CLAY
GROUND ELEV = 883.50
IE = 880.21
DEPTH TO INVERT = 3.29 FT
5" CLAY
GROUND ELEV = 880.48
IE = 876.75
DEPTH TO INVERT = 3.73 FT
5" CLAY
GROUND ELEV = 879.65
IE = 876.02
DEPTH TO INVERT = 3.63 FT
5" CLAY
GROUND ELEV = 882.22
IE = 878.44
DEPTH TO INVERT = 3.78 FT
5" CLAY
GROUND ELEV = 882.49
IE = 878.92
DEPTH TO INVERT = 3.57 FT
5" CLAY
GROUND ELEV = 881.70
IE = 878.27
DEPTH TO INVERT = 3.43 FT
5" CLAY
GROUND ELEV = 881.94
IE = 878.38
DEPTH TO INVERT = 3.56 FT
5" CLAY
GROUND ELEV = 882.52
IE = 878.77
DEPTH TO INVERT = 3.75 FT
5" CLAY
GROUND ELEV = 882.55
IE = 878.93
DEPTH TO INVERT = 3.62 FT
5" CLAY
GROUND ELEV = 882.44
IE = 879.12
DEPTH TO INVERT = 3.32 FT
6" CLAY
GROUND ELEV = 882.50
IE = 879.05
DEPTH TO INVERT = 3.45 FT
6" CLAY (PLASTIC FIXING)
GROUND ELEV = 884.94
IE = 881.24
DEPTH TO INVERT = 3.70 FT6" CLAY
GROUND ELEV = 890.31
IE = 886.31
DEPTH TO INVERT = 4.00 FT
6" CLAY
GROUND ELEV = 890.99
IE = 886.42
DEPTH TO INVERT = 4.57 FT 5" CLAY LATERAL
GROUND ELEV = 891.03
IE = 886.92
DEPTH TO INVERT = 4.11 FT
6" CLAY
GROUND ELEV = 884.66
IE = 881.21
DEPTH TO INVERT = 3.45 FT
4" CLAY
GROUND ELEV = 885.75
IE = 881.66
DEPTH TO INVERT = 4.09 FT
6" CLAY
GROUND ELEV = 882.44
IE = 878.95
DEPTH TO INVERT = 3.49 FT
4" CLAY
GROUND ELEV = 883.37
IE = 879.99
DEPTH TO INVERT = 3.38 FT
EASEMENT BOUNDARY
AREA = 25.14 ACRES
6" CLAY
GROUND ELEV = 879.44
IE = 875.66
DEPTH TO INVERT = 3.78 FT
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NOTES:
1. CROP DAMAGE = 0.97 ACRES (ASSUMED 20 FOOT
WIDE STRIP ALONG ALL AREAS OF DIGGING AND 8
FOOT WIDE STRIP ALONG ACCESS ROUTES)
2. AVERAGE DEPTH TO INVERT = 3.76 FT
3. AVERAGE DEPTH OF COVER = 3.18 FT
| Sheets and Views |
| EX01 EXISTING TILE MAP |
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