Building a dam on small creek-- advice needed - 03/31/14 10:40 PM
Dear Pond Boss Guru's:
I am a recent subscriber and long time forum reader.
I'm planning to build a dam on a seasonal stream that runs through my property. Annual run-off ranges from 3 GPM (or nothing!) in the dry season to 300 GPM during the spring (drainage). its in the middle of my parcel on a small hill I own (about 140 acres).
My plan is to place a ~60 ft long by 10 ft tall dam across a constriction in the valley, impounding a 250,000 gallons or so.
My goal is to build a stock pond, but also to provide water storage for my home hydroelectric system. (net head: 52 PSI).
So I could use some advice! I've included pictures as I gather this is helpful from reading other posts....
1) I have great clay as I dig into my hillside, but I hit bedrock very soon in most places: Should I core down to the bedrock and then build up, or should I dredge the rest of the impoundment and pack clay or is it possible that the bedrock is non-porous? I assume it is as the water naturally "rises" out of the valley at the point, but it could still be traveling underneath if I add a lot of head to it.
2) How do I get clear if this is a 404 exemption?; as a stock pond it sounds like it would be exempt, but in reading the recent rulings and other case law it seems pretty un-clear if anything is really exempt. Do you think this would be easily permitted?
3) Would this be best suited to a bull dozer or excavator? I expect I will need to dig clay from the sides of the valley to build the dam, which seems like an excavator task. Since I won't be moving a lot of dirt a long ways, it seems like a good choice (and I like running them). But is this best suited to a bull dozer?
4) Can I compact the dam using a mechanical compactor (vs sheeps ft?)
5) whats the best way to provide a silt clean out? I was thinking a concrete channel through the dam w/ wood boards, or a large diameter pipe w/ cap. ( i plan to add a separate 4" pvc pipe through dam for the hydro)
5) any other thoughts, advice, words of caution?
Thanks!
RockMtFarmVT
I am a recent subscriber and long time forum reader.
I'm planning to build a dam on a seasonal stream that runs through my property. Annual run-off ranges from 3 GPM (or nothing!) in the dry season to 300 GPM during the spring (drainage). its in the middle of my parcel on a small hill I own (about 140 acres).
My plan is to place a ~60 ft long by 10 ft tall dam across a constriction in the valley, impounding a 250,000 gallons or so.
My goal is to build a stock pond, but also to provide water storage for my home hydroelectric system. (net head: 52 PSI).
So I could use some advice! I've included pictures as I gather this is helpful from reading other posts....
1) I have great clay as I dig into my hillside, but I hit bedrock very soon in most places: Should I core down to the bedrock and then build up, or should I dredge the rest of the impoundment and pack clay or is it possible that the bedrock is non-porous? I assume it is as the water naturally "rises" out of the valley at the point, but it could still be traveling underneath if I add a lot of head to it.
2) How do I get clear if this is a 404 exemption?; as a stock pond it sounds like it would be exempt, but in reading the recent rulings and other case law it seems pretty un-clear if anything is really exempt. Do you think this would be easily permitted?
3) Would this be best suited to a bull dozer or excavator? I expect I will need to dig clay from the sides of the valley to build the dam, which seems like an excavator task. Since I won't be moving a lot of dirt a long ways, it seems like a good choice (and I like running them). But is this best suited to a bull dozer?
4) Can I compact the dam using a mechanical compactor (vs sheeps ft?)
5) whats the best way to provide a silt clean out? I was thinking a concrete channel through the dam w/ wood boards, or a large diameter pipe w/ cap. ( i plan to add a separate 4" pvc pipe through dam for the hydro)
5) any other thoughts, advice, words of caution?
Thanks!
RockMtFarmVT