
We represent the owner's technical interest from feasibility through commissioning — before decisions get expensive to reverse.
Designed to: AHJ pre-application coordination, NFPA 855 hazard mitigation analysis support, UL and IEC product standards review.


We design the site so the equipment lands where it is supposed to, drains properly, and clears review the first time.
Designed to: NPDES and SWPPP requirements, local MS4 and grading ordinances, ASCE 24 on flood-prone sites.

Foundations are the line item where storage projects quietly lose money. We optimize them — and we own the geotechnical basis they are built on.
Designed to: ASCE 7 seismic and wind, IBC, ACI 318, AISC 360, and IEEE 693 qualification where electrical equipment supports require it.
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AC and DC design from the battery terminals to the point of interconnection, coordinated with the civil and structural package rather than handed off to it.
Designed to: NEC (NFPA 70), NFPA 855, NFPA 68 and 69, UL 9540 and UL 9540A, IEEE 1547 and IEEE 519.
ASCE 7 · IBC · ACI 318 · AISC 360 · IEEE 693 · NEC (NFPA 70) · NFPA 855 · NFPA 68 / 69 · UL 9540 · UL 9540A · IEEE 1547 · IEEE 519 · NPDES / SWPPP · ASCE 24
Every package is prepared under the responsible charge of a licensed engineer who has been on the project since conception — not brought in to sign a finished set.
Front-of-meter storage from tens of megawatt-hours to utility scale. Foundation optimization, site civil, and owner's-side technical risk management on the schedule the interconnection queue dictates.
AC- and DC-coupled hybrid sites, where the storage block has to share grading, drainage and interconnection with an existing or concurrent PV array.
Civil and structural design for the substation yard, equipment supports and access roads, coordinated with the electrical scope and the interconnecting utility's requirements.
Behind-the-meter storage on constrained sites, where the structural condition of what is already there governs what is possible.
COLLECTIVE YEARS OF EXPERIENCE
COMMERCIAL PROJECTS SUPPORTED
BUSINESS FROM REPEAT CLIENTS
LARGEST ENERGY STORAGE CAPACITY SUPPORTED
EPLOYEE OWNED




We are licensed (PE and SE licenses) in several states throughout the USA including:
California, Arizona, Illinois, Washington DC, Virginia, Maryland, Pennsylvania, Florida.

We work from the Washington DC area and San Diego, CA. Mail and correspondence go to our Texas address.
We represent your technical interest against the EPC's and the integrator's. In practice that means setting the design basis before it gets set for you, reviewing what the EPC produces against it, catching conflicts between the electrical, civil and structural packages while they are still drawings, and verifying in the field that what got built matches what was approved. We work from conception — not as a signature on a finished set.
We hold both Professional Engineer and Structural Engineer licensure and carry professional liability coverage. Tell us the jurisdiction and we will confirm licensure and reciprocity before you commit to a schedule — and we will tell you plainly if the answer is no.
Either, and the distinction matters. As engineer of record we produce the geotechnical basis, the pile test program and the sealed foundation package. As owner's engineer we review the EPC's design and challenge the assumptions that drive cost — bearing values, pile embedment, pad thickness and connection count. Most of the money in a storage foundation is decided in those four numbers.
NFPA 855 drives separation distances, which drive the site layout, which drives the grading and the foundation count. We coordinate the hazard mitigation analysis and the UL 9540A test data with the authority having jurisdiction early enough that the layout does not have to be redrawn. Treating it as a permitting task at the end is how projects lose a quarter.
A site plan or equipment layout, the equipment cut sheets or enclosure loads, and the geotechnical report if one exists. If it does not, we will scope the investigation. From those three we can give you a fee and a schedule, usually within two business days.
The first set for a new client takes longer, because we are still absorbing your standards, templates and documentation requirements. Once that onboarding is complete, we typically turn a 30% drawing set in one to two weeks.
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