electricus23
Member
- Location
- USA
- Occupation
- Electrician
Hi -
Doing some work initial planning for a project where there are two structures on the property.
The meter and main panel (w a service disconnect) are located at structure B. The main panel acts as main disconnect and is where the MBJ is located. The GEC is a ground rod (old structure, no continuous concrete to support ufer).
The main electrical panel feeds a the sub panel in the structure B (PVC underground). The main panel also feeds branch circuits within the same structure B.
The water main for the property runs to the accessory structure which feeds boilers/water heaters for the whole property - water back feeds from here to the main structure.
The copper pipe from the water main has as clamp and ground wire running to the Main panel ground bar.
Okay, now on to Structure A.
Structure A panel is fed from Structure B. Structure A has a conduit through the foundation going into a panel inside with a main breaker. The feed has L1, L2, N, and EGC. No disconnect outside observed. I believe this is appropriate given the main breaker on the panel and the feed flowing underground through slab.
There is a ground rod here as well - looks like an afterthought - drilled in through the sheathing - but appears proper. It is tied to the same ground bus bar where the EGC from Structure B is also landed.
Structure A has copper water lines entering from an underground feed from Structure B. 3 lines - hot cold recirc. None of these 3 lines are tied to a ground as far as I can tell.
Last thing here, adding to complexity, there is a concrete addition going in on the main structure A - far end from panel location. This will have a concrete slab, where an ufer will be required.
My concerns:
1. Risk of creating ground loops
I may be overthinking this, but isn't there an issue here for ground loop given each structure has a ground rod, and the water main is bonded as part of the GEC but not the water feeds between the buildings? I think the feeder water pipes should be grounded somewhere to meet entrance grounding requirements?
2. How to tie in to the new concrete slab ufer
The client is asking for the most robust/data center level grounding to reduce exposure to sensitive technology components (stock broker trading equipment I gather).
What I was planning to suggest was the following:
1. New ground ring around structure B tied to act as the service and main GEC, replacing the single ground rod. Bond the water main ground clamp to the ground ring.
2. New ground ring around structure A
3. Bond Ufer to ground ring while it passes by the addition footprint
4. 3 x 1" water lines clamped and bonded to the ground bus at the structure A sub-panel
There is waterproofing going on across all of the existing foundation walls so someone else would be handling the trenching for the ground ring. 'money is no object' type customer so I get this may be a bit overkill for other projects.
What am I missing? How can I approach this best?
Open to all feedback on how to best approach. Thanks!
Doing some work initial planning for a project where there are two structures on the property.
The meter and main panel (w a service disconnect) are located at structure B. The main panel acts as main disconnect and is where the MBJ is located. The GEC is a ground rod (old structure, no continuous concrete to support ufer).
The main electrical panel feeds a the sub panel in the structure B (PVC underground). The main panel also feeds branch circuits within the same structure B.
The water main for the property runs to the accessory structure which feeds boilers/water heaters for the whole property - water back feeds from here to the main structure.
The copper pipe from the water main has as clamp and ground wire running to the Main panel ground bar.
Okay, now on to Structure A.
Structure A panel is fed from Structure B. Structure A has a conduit through the foundation going into a panel inside with a main breaker. The feed has L1, L2, N, and EGC. No disconnect outside observed. I believe this is appropriate given the main breaker on the panel and the feed flowing underground through slab.
There is a ground rod here as well - looks like an afterthought - drilled in through the sheathing - but appears proper. It is tied to the same ground bus bar where the EGC from Structure B is also landed.
Structure A has copper water lines entering from an underground feed from Structure B. 3 lines - hot cold recirc. None of these 3 lines are tied to a ground as far as I can tell.
Last thing here, adding to complexity, there is a concrete addition going in on the main structure A - far end from panel location. This will have a concrete slab, where an ufer will be required.
My concerns:
1. Risk of creating ground loops
I may be overthinking this, but isn't there an issue here for ground loop given each structure has a ground rod, and the water main is bonded as part of the GEC but not the water feeds between the buildings? I think the feeder water pipes should be grounded somewhere to meet entrance grounding requirements?
2. How to tie in to the new concrete slab ufer
The client is asking for the most robust/data center level grounding to reduce exposure to sensitive technology components (stock broker trading equipment I gather).
What I was planning to suggest was the following:
1. New ground ring around structure B tied to act as the service and main GEC, replacing the single ground rod. Bond the water main ground clamp to the ground ring.
2. New ground ring around structure A
3. Bond Ufer to ground ring while it passes by the addition footprint
4. 3 x 1" water lines clamped and bonded to the ground bus at the structure A sub-panel
There is waterproofing going on across all of the existing foundation walls so someone else would be handling the trenching for the ground ring. 'money is no object' type customer so I get this may be a bit overkill for other projects.
What am I missing? How can I approach this best?
Open to all feedback on how to best approach. Thanks!