Pond information by Robert Fenner

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FAQs on UVs in Pond Filtration

Related Articles: Ultraviolet Filtration for Ponds, Pond Filter Media, In-Pond Filtration, Up-flow Filtration, Pond Filtration, Biological Pond Filtration,

Related FAQs:

 

UV filtration needed (for large natural pond)? 7/16/05
Hi there.  We just dug a pond, approx. 35 X 60 feet, 8 feet deep max,
with one corner to be a wetland.  We are  beginning to plant it with
local vegetation today.  The pond is not lined, but has had rubble (3 to
4 inch diameter) added inside to stabilize the banks.
<... and percolation? Oh, see you've addressed this below>
There is a small
sandy beach.  Dug the test hole last year and it holds water.  The pond
is actually dug along the path of a natural drainage channel, at the
base of a 20 ft rock wall.  (pics to follow)  Anyway, we have raised the
natural water level about 2 feet.  Approx 50% Clay soils, so retention
will be OK.  However, the source of the added water is a stream.  I know
coliform and other critters are naturally occurring in any surface water
system.
<Yes>
The stream is thick with aquatic vegetation, a sure sign of
nutrients I would imagine.  We are drawing water from further upstream
to get the cleanest water possible.  But once it hits the pond, it's
wide open, sunny,  and I would imagine bacterial growth will take off.
A few questions:
1)  Should we use UV filtering.  Won't this kill all bacteria including
beneficials?
<Mmm, I would not use ultraviolet here... but would definitely look into ozonation directly>
2)  How much area should be wetland or vegetation?
<At least ten percent>
3)  How do I stabilize the sandy beach which right now is like
quicksand?
<Mmm, depends on composition... would have a soils engineer, firm... depending on the make-up, you may be able to just add a bit of silicate, carbonaceous material to make this area more "solid"... at the very worst, a berm might need to be emplaced and the area back-filled with a suitable substrate>
We will be running two waterfalls, one a height of 20 ft.
<Wowzah! Do be careful re pump selection, operational cost here>
and the other
just a 2 foot rise over 6 inch slabs (kind of like steps) with gravel
and sand.  Pump rated for 5000 gph, but will probably get about 3000
after friction loss/head.  We were also thinking about making a type of
sand filter out of a couple of apple juice barrels!
<... likely not worth doing... will clog very quickly... and w/o a very easy backwashing mechanism will be ignored, abandoned in short order>
I have to say I am excited about discovering this site.  So far, my
biggest problem seems to be the lack of consistent info.  Example, the
pump manufacturers said I need 10 pumps running in tandem!!!
<Heeee! Geez!>
(I think
not)  It's hard to know what to do.  Any help would be appreciated.
Noreen
<Glad to share. Please make it known if this/these communication/s aren't clear. Bob Fenner>
 

 

 

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