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RE: [compost_tea] Q's: Applying Compost Tea



Great questions Kevin.

 

I’m in the initial process of building a sprayer to load onto my 3pt hitch (9N Ford).  So far I have the pto pump, 50 gallon plastic food-grade barrel, some fittings and a prayer…   I’m not a welder, yet…  I’m curious what others have done to build a sprayer…  any ideas on how to construct one w/o the use of a welder?  I’ve been looking at my cultivator that’s built (rather nicely I might say) out of angle iron all bolted together.  They did a great job on it and it looks promising.  But is it worth it?

 

Does anyone have any sprayer plans that they’d like to share?  Pictures?

 

Thanks!

 

Mike

 

JMT SYSTEMS CONSULTING

http://www.jmtsystems.com

info@jmtsystems.com / 509 968-9015

 

-----Original Message-----
From: kevin john richardon [mailto:kmagic@backpacker.com]
Sent: Thursday, May 29, 2003 1:12 PM
To: compost_tea@yahoogroups.com
Subject: Re:[compost_tea] Q's: Applying Compost Tea

 

Glen~

Thanks for responding.  Good advice.  I would like to set up and spray at will!, so I think I will be investing in a 325 gal tank (best I can match to my payload and remain trailerless; although the decision is also based on current local availability ), spray at about 5 gpm (to get an acre out of my dilution and meet percieved time requirements), which will determine the legnth of my necessary spray bredth.

Now if I could decide on a diaphram pump, engine and air compressor (does one necessarily need air compression to drive a diaphram) that will allow me to dial in flow, psi, and gpm, I would be getting somewhere! maybe?  By the way it would be awesome to configure a system which will be compatible with a behind the cab style boom!

What type of equipment do you use to spray?

ciao~ kev


On Thu, 29 May 2003 14:25:51 -0000 growest2002 <g.w.thomson@shaw.ca> wrote:
<html><body>


<tt>
Kevin-maybe I can give my 1 cents worth on soil drenching.<BR>
<BR>
As you pointed out, adding a reasonable &quot;depth&quot; of water to an acre<BR>
of <BR>
land involves enormous amounts of water.&nbsp; And yes, this water should <BR>
be dechlorinated from what everyone has shared on this list.<BR>
<BR>
My tiny bit of experience this year has led me personally to use our <BR>
spring rains to soak in these soil drenches, rather than trying to<BR>
add <BR>
enough carrier water to move the AACT into the root zone.<BR>
<BR>
By watching the weather forecast, along with the very wet spring we <BR>
have had in the Pacific Northwest (south of you tho!) I've been able <BR>
to drench soil and nursery containers prior to or during 1/2 to 1 in. <BR>
rainfall events here.&nbsp; So much faster and more effective than trying <BR>
to provide those thousands of gallons of dechlorinated water myself.<BR>
<BR>
I'm just not sure I'd try to duplicate that now that the substantial <BR>
rains are done till fall...just plan on doing all the soil drench <BR>
during the spring or after fall rains have started.<BR>
<BR>
This isn't applicable to other areas with quite different weather <BR>
patterns, but wonder what others in the wet coast applying tea think <BR>
of my take on this.<BR>
<BR>
And thanks Kevin for bringing this subject up.&nbsp; An acre inch is that <BR>
much water...I know I'll never be able to apply that economically and <BR>
get paid enough to do it!<BR>
<BR>
Glen<BR>
<BR>
--- In compost_tea@yahoogroups.com, &quot;kevin john richardon&quot; <BR>
&lt;kmagic@b...&gt; wrote:<BR>
&gt; Howdy Pards,<BR>
&gt; <BR>
&gt; I am slightly embarrassed (but not really, cause I make mistakes a <BR>
lot) to have been eronious with data in my firstever letter to yall.<BR>
&gt; <BR>
&gt; The real numbers are (I asked a farmer; they know their stuff):<BR>
&gt; <BR>
&gt; 1 Acre inch = 27,154 gallons<BR>
&gt; <BR>
&gt; 1/8 Acre inch = 3400 gallons = .07805 / 1 sq. ft.<BR>
&gt; it seems impracticle to equip myself to bring this volume of water <BR>
with me.&nbsp; I think this volume would be extremely challenging for me<BR>
to <BR>
spray in a reasonable legnth of time to remain economically viable.<BR>
&gt; <BR>
&gt; My target application rate is 1 Acre per Hour.<BR>
&gt; <BR>
&gt; 1/32 Acre inch = 850 gal = .01951 gal / 1 sq.ft. <BR>
&gt;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; = 14.16 gpm flow (1 Hr) <BR>
&gt; 1/64 Acre inch = 425 gal = .00975 gal / 1 sq.ft. <BR>
&gt;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; = 7.083 gpm flow (1Hr)<BR>
&gt; Application approximate to these ratios of volume to area seem more <BR>
practicle.&nbsp; I believe I can configure to achieve a flow that fits my <BR>
arbitrary yet critical criterion of time.&nbsp; <BR>
&gt; <BR>
&gt; Among the questions are:&nbsp; <BR>
&gt; Does application of compost tea at a ration of this volume of water <BR>
support the water requirements of the microbes?&nbsp; Will the application <BR>
result in desired effects?&nbsp; Is the volume great enough to be <BR>
considered a root drench?&nbsp; Would supplemental watering be necessary, <BR>
immediately?<BR>
&gt; <BR>
&gt; Or is there equipment available (configurations) capable of putting <BR>
down more water (gpm) during application?&nbsp; <BR>
&gt; <BR>
&gt; Specifications to consider:<BR>
&gt; *It has been suggested to me that a diaphram pump has the gentlest, <BR>
least violent action on the microbes.<BR>
&gt; <BR>
&gt; *The Brewing manual suggests 100 psi up to 600 psi is acceptable to <BR>
transport microbes, yet microbes should contact surfaces at no more <BR>
than 20 - 80 psi.<BR>
&gt; <BR>
&gt; *Gallons Per Minute Flow<BR>
&gt; *Total water Volume per Acre<BR>
&gt; <BR>
&gt; I am attempting to configure a Compost Tea Spraying Truck (truck <BR>
specs: 2001 Chevy 2500 HD Duramax Diesel (454 cu.in., 6.0 turbo), <BR>
Alison 5 speed Transmission, 6.5 ft. box, 3200lbs. payload; 12000<BR>
lbs. <BR>
tow capacity) with Hand operated wand-type spraying as well as boom <BR>
operated spraying capabilities.&nbsp; <BR>
&gt; <BR>
&gt; Seems like a trailer may need to be considered to enter system <BR>
configurations to meet water demands.<BR>
&gt; <BR>
&gt; I would also like to explore possibilities of incorporating a <BR>
proportionate pump.<BR>
&gt; <BR>
&gt; Thank you for your time and consideration, everyone.<BR>
&gt; <BR>
&gt; Best Regards,<BR>
&gt; <BR>
&gt; Kevin John Richardson<BR>
<BR>
<BR>
</tt>

<br>

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Kevin John Richardson
Local Solutions
19025 Villages Scenic Pkwy
Anchorage, AK 99516
(907) 522 0679 Land
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(907) 317 8455 Cell
kmagic@backpacker.com




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