|
EFH p 1-9a |
Lenker Rods |
|
EFH p 1-9b,c |
Direct Elev. Surveying |
|
EFH p 1-48.1 |
Fig. 1-26.1 Marking Slope Stakes |
|
EFH p 2-14.A-B |
Twenty-Four Hour Rainfall Data for PA |
|
EFH p 2-88(2) |
Runoff CN for Vineyards |
|
EFH p 2-89 |
Tab 2-4, Ia Values for Runoff Curve Numbers |
|
EFH p 2i |
Chapter 2 Table of Contents, 2 pages |
|
EFH p 3-94.1&2, Exh
3-12 a&b |
Culvert Worksheets |
|
EFH p 3-106.1, Exh 3-18.1 |
Discharge from Drop Boxes |
|
EFH p 4-34a, Exh 4-2 |
General Relationship of Class. Soils |
|
EFH p 4-35-70 |
Supplement, Foundation Analysis for Structures |
|
EFH p 5-23.1 & p 5-24(Exh 5-1) |
Orientation of Views and Map Scales |
|
EFH p 5-25, & 26, Exh 5-2 |
Map Symbols |
|
EFH p 5-27 |
Standard PA Drawings |
| EFH p
5-28 |
PA Design Guides |
|
EFH p 5-29 |
PA Construction Guides |
|
EFH p 5-30 |
PA Engineering Spreadsheets |
| EFH p
5-31 |
PA Fact Sheets |
|
EFH p 6-42a&b, Exh A-19.14 |
Riser Inflow Curves, N Values |
|
EFH p 6-43, 43a, 43b, Fig 6-27(1-3) |
Chart for Culvert Inlet Proportions and Head |
|
EFH p 6-91 (file after 6-91) |
15 pages, Design of Rock Chutes |
|
EFH p 7-14.1(old), Exh 7-4.1 |
WW D&B 0.25-2% |
| EFH p 7-28.1(old), Exh 7-4.2 |
WW D&B 12-15% |
|
EFH p 7-28.2(old), Exh 7-5.1 |
WW D&C 0.25-2% |
|
EFH p 7-42.1(old), Exh 7-5.2 |
WW D&C 12-15% |
|
EFH p 7.45(old), Exh 7-7 |
Stone Center WW |
|
EFH p 8-101, Exh 8-4 |
Tile Design n=0.012 |
|
EFH p 8-102, Exh 8-5 |
Orifice Discharge |
|
EFH p 8-103, Exh 8-6 |
Tile Design n=0.015 |
|
EFH p 9-8 |
Corrections to Table 9-1 |
|
EFH p 9-14.5, Exh 9-0 |
Div D 0.25-2% |
|
EFH p 9-14.11-16, Exh 9-1.1 |
Div 0.25-2% |
|
EFH p 9-16 |
Level Lip Spreader |
|
EHZ p 9.20.5-.10, Exh 9-2.1 |
Div D&C 0.25-2% |
|
EFH p 11-54.1-37, Exh 111-2.1 |
Design Data for Veg Spillways |
|
EFH p 11-55C.1 |
Small Reservoir Routing. |
|
EFH p 11-56.1-5, Exh 11-6.1 |
Earth Fill Volume Tables |
|
EFH p 11-61 to 11-64, Exh 11-8 |
Design of Emergency Spill |
|
EFH p 11-65 |
Design of Principle Spill |
|
EFH p 11-66&67 |
Sample Problems for Spillway Design |
|
EFH p 11-68, Exh 11-9 |
Temp Storage Routing Curves |
|
EFH p 11-69 |
Detention Time for Ponds |
|
EFH p 11-70&71 |
Sample Pond Sizing Designs |
|
EFH p 11-72&73, Exh 11-10 |
Outflow vs Detention Time |
|
EFH p 11.56 7-10, Exh 11-6.2 |
Exc Tables for Dugout Ponds |
|
EFH p 12-50.1-12
|
Const Guide for Well Decommissioning |
|
EFH p 14-28.1-2 |
Culvert Design |
|
EFH p 14-28.3 |
Fig 14-9.3, Design of Drainage Ditches |
|
EFH p 14-34.1 |
Fig 14-14.1, Ditch Design |
|
EFH p 14-44.1-13 |
Land Grading Methods |
|
EFH p 14-44.14-30 |
Computer Method of Plane Surface Design |
|
EFH p 14-76.1-2 |
Capacity of CMP Culverts |
|
EFH p 14-90.1-2, Exh 14-2.1 |
Acres Drained |
|
EFH p 14-92.1-7, Exh 14-4.1 to 14-4.5 |
Culvert Charts |
|
EFH p 14-104.1-42, Exh 14-6.1 |
Trap Ditch Design |
|
EFH p 14-104.43-54, Exh 14-6.2 |
V Ditch Design |
|
EFH p 14-108.1-3, Exh 14-11.1-3 |
Drain Charts |
|
EFH p 14-111 |
Drainage Chart. |
|
EFH p 17-8.1-3 |
Inspection of Concrete Structures |
|
EFH p 17-26a |
Bending Rebars |
|
EFH p N2-5(1) & 6(1) |
Flow Length & Pond-Swamp factor. |
|
EFH p N2-84 1-13 |
Runoff Depths for CN 60-98 |
|
EFH p N2-88(1) |
Table 2-3e, Runoff CN for Mining, Porous |
About Us
Back to Top