Whiskeytown
Civil/Environmental
- Aug 20, 2002
- 32
A new residential subdivision has some unfenced storm water detention ponds. Inlets and outlets are as follows
6-12" smooth PVC inlets connected to catchbasins
1-18" corrugated HDPE outlet from pond to flow-control manhole
2-18" corrugated HDPE inlets to wetland from pond flow control and overflow structures.
1-30" RCP inlet to pond. (RCP runs about 300' to MH and catchbasins upstream.
Upon final inspection, the municiplity wants to protect against children entering the pipes. The plans call for beveling the pipes (pond bank slopes are about 3:1, and constructing concrete collars with minimum 18" width beyond each side and top of pipe. The subdivision is essentially complete, but the contractor has so far failed to bevel pipe and install collars.
There are no local or state standards that I am aware of. The project engineer has proposed bolting some 1/4" x 2" straps to the concrete collars.
Question: are there guidelines or standards for maximum openings allowable for an facility accessible to children such as this?
6-12" smooth PVC inlets connected to catchbasins
1-18" corrugated HDPE outlet from pond to flow-control manhole
2-18" corrugated HDPE inlets to wetland from pond flow control and overflow structures.
1-30" RCP inlet to pond. (RCP runs about 300' to MH and catchbasins upstream.
Upon final inspection, the municiplity wants to protect against children entering the pipes. The plans call for beveling the pipes (pond bank slopes are about 3:1, and constructing concrete collars with minimum 18" width beyond each side and top of pipe. The subdivision is essentially complete, but the contractor has so far failed to bevel pipe and install collars.
There are no local or state standards that I am aware of. The project engineer has proposed bolting some 1/4" x 2" straps to the concrete collars.
Question: are there guidelines or standards for maximum openings allowable for an facility accessible to children such as this?