Data Set: NAACC (after 6/1/2015)


Survey Id: 102269   Crossing Code: xy4251099973345397  
AOP Coarse Screen: No AOP     NAACC Aquatic Passability Score: 0.50

Data checked and accurate by Chelsey Simmons on 06-27-2024


xy4251099973345397(downstream)6-4-2024.jpg
xy4251099973345397(inlet)6-4-2024.jpg
xy4251099973345397(other1)6-4-2024.jpg
xy4251099973345397(other2)6-4-2024.jpg
xy4251099973345397(other3)6-4-2024.jpg
xy4251099973345397(outlet)6-4-2024.jpg
xy4251099973345397(upstream)6-4-2024.jpg
Non-tidal Aquatic Connectivity Crossing Data
Database Entry By: Chelsey Simmons
Entry Date: 06-27-2024
Coordinator: Chelsey Simmons
Last Updated: 06-27-2024
GPS to Crossing Distance (meters):   7.4
NHD-HUC8 Watershed: Middle Hudson
Crossing Code: xy4251099973345397
Local ID: NG1084 telephone pole
Date Observed: 06-04-2024
Lead Observer: Chelsey Simmons
Town/County: Hancock, MA
Stream/River: Berry Pond Creek
Road: Goodrich Rd
Type: Paved
GPS: Lat: 42.51096, Long: -73.34547
Location Description: dead end road with few houses and minimal traffic; right next to a maintained yard and house
Crossing Type: Culvert
Number of Culverts/Bridge Cells: 1
Flow Condition: Typical low-flow
Crossing Condition: OK
Tidal Site: No
Alignment: Flow-Aligned
Road Fill Height (feet) : 1.8
Bankfull Width (feet): 20.1
Bankfull Width Confidence: High
Constriction: Severe
Tailwater Scour Pool: Large
Crossing Comments: large metal pipe with very little water flowing through it and a large scour pool at the inlet


Evaluation of this stream crossing is estimated as: MODERATE BARRIER

Non-tidal Aquatic Connectivity Structure Data
Total Number of Culverts: 1
This is culvert number 1 for this crossing:
Outlet Openness Ratio: 0.792
Structure Material: Metal
Outlet Shape: Round Culvert
Outlet Armoring: None
Outlet Grade: At Stream Grade   
Outlet dimensions (feet): A = 5.9; B = 6.0; C= 1.5; D = 0.08 ; E= No data
Outlet drop to water surface (feet): 0.3   
Outlet drop to stream bottom (feet): 1.1   
Structure Length: L = 34.5 Feet

Inlet Openness Ratio: 0.849
Inlet Shape: Round Culvert
Inlet Type: Projecting
Inlet Grade: At Stream Grade
Inlet dimensions (feet): A = 6.2; B = 5.8; C = 2.4; D = 0.25
Slope Percent: No data
Slope Confidence: No data
Internal Structures: None
Internal Structures Comment: No data
Structure Substrate Matches Stream: None
Structure Substrate Type: None
Structure Substrate Coverage: None
Physical Barriers: None 
Severity: None
Water depth matches that of the stream? No-Shallower
Water velocity matches that of the stream? No-Faster
Dry passage through structure? No
Height above dry passage: No data
Structure Comments: large pipe with bolts; horizontal metal beams being used for erosion control along bank and headwall of outlet - rust and deterioration of metal have caused it to fail and fill material to slip into the stream; horizontal metal beams lining both sides of bank at inlet, almost look like wingwalls but assuming it's for erosion control - see photos

Inlet Shape:
Outlet Shape:

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