Re: [RE-wrenches] 1000vdc surge/lightning arrestors

2021-06-24 Thread Brian Mehalic
Dehn. Good info on their site. 

https://www.dehn-usa.com/en-us/dehn-spd-configurator

Brian

> On Jun 24, 2021, at 5:41 PM, Kirk Herander, VSE  wrote:
> 
> 
> Hello,
> Can anyone recommend a 1000 v arrestor for a 850 v array? Had a storm event 
> this week which requires research. Thanks.
> 
> Kirk Herander / kirkh@vermont.solar
> Owner|Principal, VT Solar, LLC
> Celebrating our 30th Anniversary 1991-2021!!
> www.vermont.solar
> dba Vermont Solar Engineering
> 802.863.1202
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Re: [RE-wrenches] 1000vdc surge/lightning arrestors

2021-06-24 Thread Brian Mehalic
Dehn has options as well as lots of good resources. 

https://www.dehn-usa.com/en-us/dehn-spd-configurator

Brian

> On Jun 24, 2021, at 5:41 PM, Kirk Herander, VSE  wrote:
> 
> 
> Hello,
> Can anyone recommend a 1000 v arrestor for a 850 v array? Had a storm event 
> this week which requires research. Thanks.
> 
> Kirk Herander / kirkh@vermont.solar
> Owner|Principal, VT Solar, LLC
> Celebrating our 30th Anniversary 1991-2021!!
> www.vermont.solar
> dba Vermont Solar Engineering
> 802.863.1202
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[RE-wrenches] 1000vdc surge/lightning arrestors

2021-06-24 Thread Kirk Herander, VSE
Hello,
Can anyone recommend a 1000 v arrestor for a 850 v array? Had a storm event 
this week which requires research. Thanks.


Kirk Herander / kirkh@vermont.solar [mailto:kirkh@vermont.solar]
Owner|Principal, VT Solar, LLC
Celebrating our 30th Anniversary 1991-2021!!
www.vermont.solar 
[https://nam02.safelinks.protection.outlook.com/?url=www.vermontsolarnow.comdata=02%7C01%7C%7C9f0330d75a244870112408d685311841%7C84df9e7fe9f640afb435%7C1%7C0%7C636842843233477645sdata=0NjyuKeQbEK6245SNnk8X4XnP9Q%2B%2BqtvcALkdDghvk4%3Dreserved=0]
dba Vermont Solar Engineering
802.863.1202
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Re: [RE-wrenches] Grounding Top of Pole Mount Array with a Ufer

2021-06-24 Thread Ray
We always put our assumption in our plan notes, based on our 
interpretation of 250.52(A)(7).  AHJs have never questioned it, and we 
also tie the pole to any rebar, so its all one big happy grounding 
electrode.


Ray Walters
Remote Solar
303 505-8760

On 6/24/21 6:49 PM, frenergy wrote:

Ray,

            I couldn't agree more, its been my experience over the 
years that using 20 feet of #4 rebar in a building's footing was 
kosher and accepted NEC 250.52(3).  There's a heck of a lot more 
surface area in 8" pipe 5-6 feet into the earth than rebar in a 
foundation footing.  The ground at the bottom of the pole footing is 
also more likely to be damper.  Our AHJ has always accepted the steel 
pole as a ground rodcommon sense prevails sometimes.


Bill

Feather River Solar Electric
Bill Battagin, Owner
4291 Nelson St.
Taylorsville, CA 95983
530.284.7849
CA Lic 874049
www.frenergy.net

On 6/24/2021 7:31 AM, Ray wrote:
Usually a steel pole in concrete has enough surface area to qualify 
as a plate electrode under 250.52(A)(7).  It needs to be at least 2 
sq ft and 1/4" thick, and have an electrically conductive surface. So 
we just drill and tap our ground connection into the pole, near the 
combiner box.


Ray Walters
Remote Solar
303 505-8760

On 6/24/21 8:16 AM, Dana Orzel wrote:
For all of our free standing arrays we now use a Ufer clamp to the 
rebar either cage or just anti spin rebar that is welded to the pole 
in the concrete, with #4 braided copper up to the pole combiner box, 
inverter, etc. for our ground.
With a pole mount & a concrete base it is way easier & less 
expensive than a ground rod, & the inspector seems happier with this 
approach.




Dana Orzel  Great Solar Works, Inc.
C - 208.721.7003   d...@solarwork.com
Idaho Contractor - # 028765 Idaho PV # 028374
NABCEP # 051112-136 www.greatsolarworks.com
"Responsible Technologies for Responsible People since 1988"
 Please consider the environment before printing this email.


-Original Message-
From: RE-wrenches  On 
Behalf Of palumbo1...@gmail.com

Sent: Wednesday, June 23, 2021 9:33 PM
To: RE-wrenches 
Subject: Re: [RE-wrenches] Top of Pole Mount Array on Ledge

Ben,
There is a way if the ledge is solid and true. Twice I have done the 
following with ledge at 18” to 24” below grade. Excavate down to 
ledge, drill down into the ledge and you will determine the 
suitability of the following method. Drill for a pattern of many 
rebar penetrations in to the ledge. Drill to a reasonable depth (as 
deep into the ledge as you are able) in my case it was based on our 
drilling tool and bit length capabilities. We used a large sono 
tube. 42” as a recall, both of these jobs were over 12 years ago and 
my recall on the exact size may be off.
Determine the best adhesive product to use in your drilled holes for 
the rebar, again my memory fails as to what we used based on 
recommendation from a local civil engineer. The sono tube height 
above grade was determined to be 2’ for one TPM12 and 3.5’ above 
grade for a TPM16. Depth down to the ledge determines how high above 
grade you need the concrete footing/base. Use rebar lengths that 
will end a few inches below the finished surface. For grounding you 
can coil up ground wire and lay it on the surface of the ledge 
before your concrete pour. I ran the ground wire through a short 
length of 1/2” or 3/4” PVC conduit, to protect the copper ground 
wire where it comes out of the concrete. Place the conduit coming 
out of the concrete with the ground wire just to the side of where 
the mounting plate base for the TPM will be and fill the PVC conduit 
with a good caulk sealer to keep air and water out of this hole as a 
nexus of concrete, and air will corrode the copper. The TPM’s for 
those two jobs were made of 8” SCHD 80 steel, we had a large plate 
welded to the bottom with 4 vertical side supports on the pipe up 
about a foot. Place the appropriate sized anchor bolts in the 
concrete pour to match your TPM base. Both of these TPM’s have 
worked out well over the years. Local conditions will determine the 
suitability of this method.



Sent from my iPhone 




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Re: [RE-wrenches] Grounding Top of Pole Mount Array with a Ufer

2021-06-24 Thread frenergy

Ray,

            I couldn't agree more, its been my experience over the 
years that using 20 feet of #4 rebar in a building's footing was kosher 
and accepted NEC 250.52(3).  There's a heck of a lot more surface area 
in 8" pipe 5-6 feet into the earth than rebar in a foundation footing.  
The ground at the bottom of the pole footing is also more likely to be 
damper.  Our AHJ has always accepted the steel pole as a ground 
rodcommon sense prevails sometimes.


Bill

Feather River Solar Electric
Bill Battagin, Owner
4291 Nelson St.
Taylorsville, CA 95983
530.284.7849
CA Lic 874049
www.frenergy.net

On 6/24/2021 7:31 AM, Ray wrote:
Usually a steel pole in concrete has enough surface area to qualify as 
a plate electrode under 250.52(A)(7).  It needs to be at least 2 sq ft 
and 1/4" thick, and have an electrically conductive surface. So we 
just drill and tap our ground connection into the pole, near the 
combiner box.


Ray Walters
Remote Solar
303 505-8760

On 6/24/21 8:16 AM, Dana Orzel wrote:
For all of our free standing arrays we now use a Ufer clamp to the 
rebar either cage or just anti spin rebar that is welded to the pole 
in the concrete, with #4 braided copper up to the pole combiner box, 
inverter, etc. for our ground.
With a pole mount & a concrete base it is way easier & less expensive 
than a ground rod, & the inspector seems happier with this approach.




Dana Orzel  Great Solar Works, Inc.
C - 208.721.7003   d...@solarwork.com
Idaho Contractor - # 028765 Idaho PV # 028374
NABCEP # 051112-136 www.greatsolarworks.com
"Responsible Technologies for Responsible People since 1988"
 Please consider the environment before printing this email.


-Original Message-
From: RE-wrenches  On 
Behalf Of palumbo1...@gmail.com

Sent: Wednesday, June 23, 2021 9:33 PM
To: RE-wrenches 
Subject: Re: [RE-wrenches] Top of Pole Mount Array on Ledge

Ben,
There is a way if the ledge is solid and true. Twice I have done the 
following with ledge at 18” to 24” below grade. Excavate down to 
ledge, drill down into the ledge and you will determine the 
suitability of the following method. Drill for a pattern of many 
rebar penetrations in to the ledge. Drill to a reasonable depth (as 
deep into the ledge as you are able) in my case it was based on our 
drilling tool and bit length capabilities. We used a large sono tube. 
42” as a recall, both of these jobs were over 12 years ago and my 
recall on the exact size may be off.
Determine the best adhesive product to use in your drilled holes for 
the rebar, again my memory fails as to what we used based on 
recommendation from a local civil engineer. The sono tube height 
above grade was determined to be 2’ for one TPM12 and 3.5’ above 
grade for a TPM16. Depth down to the ledge determines how high above 
grade you need the concrete footing/base. Use rebar lengths that will 
end a few inches below the finished surface. For grounding you can 
coil up ground wire and lay it on the surface of the ledge before 
your concrete pour. I ran the ground wire through a short length of 
1/2” or 3/4” PVC conduit, to protect the copper ground wire where it 
comes out of the concrete. Place the conduit coming out of the 
concrete with the ground wire just to the side of where the mounting 
plate base for the TPM will be and fill the PVC conduit with a good 
caulk sealer to keep air and water out of this hole as a nexus of 
concrete, and air will corrode the copper. The TPM’s for those two 
jobs were made of 8” SCHD 80 steel, we had a large plate welded to 
the bottom with 4 vertical side supports on the pipe up about a foot. 
Place the appropriate sized anchor bolts in the concrete pour to 
match your TPM base. Both of these TPM’s have worked out well over 
the years. Local conditions will determine the suitability of this 
method.



Sent from my iPhone 



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Re: [RE-wrenches] Grounding Top of Pole Mount Array with a Ufer

2021-06-24 Thread Ray
Usually a steel pole in concrete has enough surface area to qualify as a 
plate electrode under 250.52(A)(7).  It needs to be at least 2 sq ft and 
1/4" thick, and have an electrically conductive surface.  So we just 
drill and tap our ground connection into the pole, near the combiner box.


Ray Walters
Remote Solar
303 505-8760

On 6/24/21 8:16 AM, Dana Orzel wrote:

For all of our free standing arrays we now use a Ufer clamp to the rebar either 
cage or just anti spin rebar that is welded to the pole in the concrete, with 
#4 braided copper up to the pole combiner box, inverter, etc. for our ground.
With a pole mount & a concrete base it is way easier & less expensive than a ground 
rod, & the inspector seems happier with this approach.



Dana Orzel  Great Solar Works, Inc.
C - 208.721.7003   d...@solarwork.com
Idaho Contractor - # 028765 Idaho PV # 028374
NABCEP # 051112-136   www.greatsolarworks.com
"Responsible Technologies for Responsible People since 1988"
 Please consider the environment before printing this email.


-Original Message-
From: RE-wrenches  On Behalf Of 
palumbo1...@gmail.com
Sent: Wednesday, June 23, 2021 9:33 PM
To: RE-wrenches 
Subject: Re: [RE-wrenches] Top of Pole Mount Array on Ledge

Ben,
There is a way if the ledge is solid and true. Twice I have done the following 
with ledge at 18” to 24” below grade. Excavate down to ledge, drill down into 
the ledge and you will determine the suitability of the following method. Drill 
for a pattern of many rebar penetrations in to the ledge. Drill to a reasonable 
depth (as deep into the ledge as you are able) in my case it was based on our 
drilling tool and bit length capabilities. We used a large sono tube. 42” as a 
recall, both of these jobs were over 12 years ago and my recall on the exact 
size may be off.
Determine the best adhesive product to use in your drilled holes for the rebar, 
again my memory fails as to what we used based on recommendation from a local 
civil engineer. The sono tube height above grade was determined to be 2’ for 
one TPM12 and 3.5’ above grade for a TPM16. Depth down to the ledge determines 
how high above grade you need the concrete footing/base. Use rebar lengths that 
will end a few inches below the finished surface. For grounding you can coil up 
ground wire and lay it on the surface of the ledge before your concrete pour. I 
ran the ground wire through a short length of 1/2” or 3/4” PVC conduit, to 
protect the copper ground wire where it comes out of the concrete. Place the 
conduit coming out of the concrete with the ground wire just to the side of 
where the mounting plate base for the TPM will be and fill the PVC conduit with 
a good caulk sealer to keep air and water out of this hole as a nexus of 
concrete, and air will corrode the copper. The TPM’s for those two jobs were 
made of 8” SCHD 80 steel, we had a large plate welded to the bottom with 4 
vertical side supports on the pipe up about a foot. Place the appropriate sized 
anchor bolts in the concrete pour to match your TPM base. Both of these TPM’s 
have worked out well over the years. Local conditions will determine the 
suitability of this method.


Sent from my iPhone


On Jun 23, 2021, at 6:39 PM, Ben's Solar and Battery  wrote:

Hi Wrenches,

We typically use SunModo ground mounts with ground screws which we can put just 
about anywhere as our screw guy has a rock drill.
We have one customer who is dead set on a top of pole mount array and will not 
settle for a typical ground mount with multiple posts.
There is shallow ledge all over her property and we feel that digging multiple 
large holes to find one spot where we might be able to get deep enough would be 
a waste of time and resources.  We have called an underground locator who uses 
ground penetrating radar and he scanned a few spots, but was unable to give us 
a good location based on soil types.
What are you guys doing in this situation?  Are there any alternatives, such as 
a pole mount with large base and ground screws?
I hate saying it can't be done!

Thanks!
Ben
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[RE-wrenches] Enphase Meter Wizard Mandatory as of July 15

2021-06-24 Thread Jason Szumlanski
I just received this email, as I'm sure many of you have. I would encourage
you to reach out to your Enphase rep and push back on this insane decision.
The installer toolkit has enough quirks, bugs, delays, and issues already.
Adding more delay by enforcing the meter wizard is not installer friendly
for those of us who actually know what we are doing.

Jason Szumlanski
Florida Solar Design Group
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[RE-wrenches] Grounding Top of Pole Mount Array with a Ufer

2021-06-24 Thread Dana Orzel
For all of our free standing arrays we now use a Ufer clamp to the rebar either 
cage or just anti spin rebar that is welded to the pole in the concrete, with 
#4 braided copper up to the pole combiner box, inverter, etc. for our ground.
With a pole mount & a concrete base it is way easier & less expensive than a 
ground rod, & the inspector seems happier with this approach. 



Dana Orzel  Great Solar Works, Inc. 
C - 208.721.7003   d...@solarwork.com
Idaho Contractor - # 028765 Idaho PV # 028374
NABCEP # 051112-136   www.greatsolarworks.com
"Responsible Technologies for Responsible People since 1988"  
 Please consider the environment before printing this email.


-Original Message-
From: RE-wrenches  On Behalf Of 
palumbo1...@gmail.com
Sent: Wednesday, June 23, 2021 9:33 PM
To: RE-wrenches 
Subject: Re: [RE-wrenches] Top of Pole Mount Array on Ledge

Ben, 
There is a way if the ledge is solid and true. Twice I have done the following 
with ledge at 18” to 24” below grade. Excavate down to ledge, drill down into 
the ledge and you will determine the suitability of the following method. Drill 
for a pattern of many rebar penetrations in to the ledge. Drill to a reasonable 
depth (as deep into the ledge as you are able) in my case it was based on our 
drilling tool and bit length capabilities. We used a large sono tube. 42” as a 
recall, both of these jobs were over 12 years ago and my recall on the exact 
size may be off. 
Determine the best adhesive product to use in your drilled holes for the rebar, 
again my memory fails as to what we used based on recommendation from a local 
civil engineer. The sono tube height above grade was determined to be 2’ for 
one TPM12 and 3.5’ above grade for a TPM16. Depth down to the ledge determines 
how high above grade you need the concrete footing/base. Use rebar lengths that 
will end a few inches below the finished surface. For grounding you can coil up 
ground wire and lay it on the surface of the ledge before your concrete pour. I 
ran the ground wire through a short length of 1/2” or 3/4” PVC conduit, to 
protect the copper ground wire where it comes out of the concrete. Place the 
conduit coming out of the concrete with the ground wire just to the side of 
where the mounting plate base for the TPM will be and fill the PVC conduit with 
a good caulk sealer to keep air and water out of this hole as a nexus of 
concrete, and air will corrode the copper. The TPM’s for those two jobs were 
made of 8” SCHD 80 steel, we had a large plate welded to the bottom with 4 
vertical side supports on the pipe up about a foot. Place the appropriate sized 
anchor bolts in the concrete pour to match your TPM base. Both of these TPM’s 
have worked out well over the years. Local conditions will determine the 
suitability of this method.


Sent from my iPhone

> On Jun 23, 2021, at 6:39 PM, Ben's Solar and Battery  
> wrote:
> 
> Hi Wrenches,
> 
> We typically use SunModo ground mounts with ground screws which we can put 
> just about anywhere as our screw guy has a rock drill.  
> We have one customer who is dead set on a top of pole mount array and will 
> not settle for a typical ground mount with multiple posts.  
> There is shallow ledge all over her property and we feel that digging 
> multiple large holes to find one spot where we might be able to get deep 
> enough would be a waste of time and resources.  We have called an underground 
> locator who uses ground penetrating radar and he scanned a few spots, but was 
> unable to give us a good location based on soil types.   
> What are you guys doing in this situation?  Are there any alternatives, such 
> as a pole mount with large base and ground screws?
> I hate saying it can't be done! 
> 
> Thanks! 
> Ben 
> ___
> List sponsored by Redwood Alliance
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> Pay optional member dues here: http://re-wrenches.org
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