Exhibit_B.pdf
PDF 104 KB Posted
- Attached to
- Hammil Meadows Restoration Project Federal contract opportunity
- Solicitation number
- 129JGP18Q0098
About this file
Exhibit B.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amendment_3.pdf | ||
| Amendment_1.pdf | ||
| Exhibit_D.pdf | ||
| Exhibit_A.pdf | ||
| Exhibit_C.pdf | ||
| Exhibit_E.pdf | ||
| Hammil_Medows_Restoration_Project_Solicitation.pdf | ||
| Exhibit_F.pdf | ||
| Exhibit_G.pdf | ||
| Attachment_3.pdf | ||
| Attachment_2.pdf |
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Text version
Hammill Meadows Restoration Project Headcut Stabilization and Base Structure Design Diagrams
Exhibit B-1
Profile View
Cross-Section View boulders cobbles and gravels direction of flow undercut bank at headcut stream bed surface boulders keyed into gully/headcut wall boulders follow shape of swale
Hammill Meadows Restoration Project Rock Grade Stabilizer Design Diagrams
Exhibit B-2
Drawings Not to Scale
Reshaping of Cross-Section
Rock Grade Stabilizer Profile Rock Grade Stabilizer Cross-Section fill meadow surface original gully sideslope stream bed raised
3-4’ buried angular rock bankfull flow
3x bankfull flow streambed level
3-4’
3-4’
3-4’
2-3’3-4’ stream channel bed
0 10 20 30 40 50 60 70 80 90
El ev at io n (ft
Distance (ft)
Hammill Meadows Restoration Project Slope Banks to Stable Angle Design
Exhibit B-3
Current Bank Profile Stabilized Bank Profile
Removed Fill Removed Fill
0 10 20 30 40 50 60 70 80 90
El ev at io n (ft
Distance (ft)
Hammill Meadows Restoration Project Fill and Re-Shape Streambed Design
Exhibit B-4
Current Bank Profile Stabilized Bank Profile
Fill Gully Overflow re-wets remnant channels
0 10 20 30 40 50 60 70 80 90
El ev at io n (ft
Distance (ft)
Hammill Meadows Restoration Project Total Fill Channel Design
Exhibit B-5
Current Bank Profile Stabilized Bank Profile
Complete Gully Fill
Flow now moves to remnant channels
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