jgute
Civil/Environmental
- Apr 2, 2011
- 2
All:
This is my first post. I'm a civil engineer in Jackson, WY, and have been asked to be on the board for a new ISD being formed for our neighborhood. There is an existing lift station, serving approx. 50 homes, that requires frequent maintenance to clear rags, dog toys, etc. from the pumps (Hydromatic S4NX Explosion Proof Submersible). A local engineering firm has proposed installing grinder pumps in place of the existing pumps ($13,000+/- and a lot of maintenance), or installing a grinder unit upstream of the existing pumps ($35,000+/-). Is this a wise approach, or are new or more industry standard technologies available that should be considered? The HOA is considering videoing the existing system to try to identify the homeowner(s) in question, which may be a challenge. There's about 20ft static head on the pumps, the gravity in is 8-inch PVC, and the pressure line is 4" and approx. 1300 ft long. Any input would be greatly appreciated. Thanks!
This is my first post. I'm a civil engineer in Jackson, WY, and have been asked to be on the board for a new ISD being formed for our neighborhood. There is an existing lift station, serving approx. 50 homes, that requires frequent maintenance to clear rags, dog toys, etc. from the pumps (Hydromatic S4NX Explosion Proof Submersible). A local engineering firm has proposed installing grinder pumps in place of the existing pumps ($13,000+/- and a lot of maintenance), or installing a grinder unit upstream of the existing pumps ($35,000+/-). Is this a wise approach, or are new or more industry standard technologies available that should be considered? The HOA is considering videoing the existing system to try to identify the homeowner(s) in question, which may be a challenge. There's about 20ft static head on the pumps, the gravity in is 8-inch PVC, and the pressure line is 4" and approx. 1300 ft long. Any input would be greatly appreciated. Thanks!