HYDROLOGIC AND HYDRAULIC FIELD VIEW NOTES BY: Ron Schreckengost, P.E. DATE: October 17, 2002 1. LOCATION DATA SR – Section: Waterway: Municipality: County: 2025 -153 Garrett’s Run Manor Township Armstrong 2. DESCRIPTION OF FLOODPLAIN Upstream Left: Well defined channel with high banks. Banks are heavily vegetated with brush and trees. Narrow flood plain beyond bank – 30 feet ± (SR 2025). Upstream Right: Same as Upstream Left except flood plain is 30 feet± wide (ave.) and consists of a yard, driveway and mobile home. Downstream Left: Well defined channel. Banks are not as high as upstream banks. Banks are vegetated similarly to upstream banks. Broad flood plain with two-story house and well maintained grass yard. Downstream Right: Same as Downstream Left except a mobile home is in the flood plain as well as a garage (out building). 3. DESCRIPTION OF CHANNEL (Alignment, Siltation, Debris, etc.) Upstream: Straight alignment. No erosion. Streambed consists of cobbles and larger stone as well as sandy gravel. Downstream: Same as upstream. Sharp left hand bend in channel approximately 200 feet downstream from the structure. 4. SCOUR (At existing substructure units) No scour. Channel under the structure consists of exposed bedrock – sandstone. Minor sediment deposition at abutments. 5. EXISTING STRUCTURE DATA Superstructure Type: Substructure Type: Approximate Skew: Attached Utilities: Visible High Water Marks: D:\116102620.doc Single span, steel through girder Stone masonry with concrete companion walls at the near right and far left corners. 54° None None. No debris found on girders, floor beams or beam seats. HYDROLOGIC AND HYDRAULIC FIELD VIEW NOTES BY: Ron Schreckengost, P.E. DATE: October 17, 2002 6. STREAM CHARACTERISTICS Stream Ph: 8.0 Aquatic Life: Minnows and water bugs 7. EXISTING OR POTENTIAL PROPERTY DAMAGE None expected 8. NEAREST UPSTREAM STRUCTURE DATA: Type: Single span, steel I-beam with a timber deck Waterway Opening: Approximately 259 square feet Sketch and Measurements: Opening Height varies 6’-1” to 7’-9” 9. NEAREST DOWNSTREAM STRUCTURE DATA: Type: Single span, prestressed concrete spread box beam with a concrete deck Waterway Opening: Approximately 366 square feet Sketch and Measurements: Opening Height = 9.75’ +/- 10. OTHER COMMENTS: None 11. SUGGESTED PHOTOGRAPHS (Refer to Appendix ‘B’) 1. Looking Stations Ahead At Bridge 2. 3. 4. Looking Stations Back At Bridge Looking Upstream From Bridge Looking At Bridge From Upstream D:\116102620.doc 5. 6. 7. 8. Looking Downstream From Bridge Looking At Bridge From Downstream Nearest Downstream Structure Nearest Upstream Structure