I-10 × SR-90 interchange near Benson, AZ (Exit 302); iVerify screening area outlined, 361 parcels, Tucson ~40 mi west
Underwrite the floor. Pursue the highest and best use. Each location is first tested as a secured parking yard. If demand supports a stronger use, North Star can move toward a lease, pad, service building, terminal, contractor yard, or build-to-suit. A stronger user path can tighten the exit cap and increase value beyond the parking case.

North Star Group · iVerify · screening-stage opportunity

Benson I-10 × SR-90 Outdoor Storage Opportunity

Secured truck parking, trailer staging, and contractor laydown at the I-10 / SR-90 interchange, serving the Tucson-Benson corridor and I-10 Sun Corridor freight.

The analysis on this page comes from iVerify, North Star Group’s patent-pending site-screening and origination program, which converts corridor, freight, parcel, flood, soil, and logistics data into developer-grade site packets. The full screen behind it is the iVerify site report for this node.

Representative validation example: iVerify screens the candidates and the figures here illustrate the method. The actual parcel and assemblage are still to be identified; parcel-specific figures vary by site.

Current stage

Phase 1 · current
Market validation
Confirm the I-10 × SR-90 node is strong enough to justify site control: operator and broker calls, rate and occupancy validation, parcel screen, proforma refresh.
No construction or site-control capital requested.
Phase 2 · next
Site control + diligence
After the preferred parcel and ownership path are identified: option/PSA, title and legal, survey, geotech, civil ROM, and zoning, access, and utility confirmation.
Sized to the selected parcel.
Phase 3 · later
Development / operator / exit
Construction, JV, sale, lease, or operator structure, only after market, parcel, soils, grading, rate, occupancy, and operator interest survive validation.
To be determined.

North Star Group · iVerify · pre-validation screening

What this screen examines

This is a worked example at the I-10 × SR-90 node near Benson. On a ~20-acre site, a controlled truck-and-trailer yard prices at roughly $12-$15/night; at ~70% occupancy that is about $386K-$483K of stabilized NOI, a 14-17% yield on cost that clears a 12% return floor on the yard alone. The first move is validating the market; once the parcel is controlled, the held land earns as trailer/IOS parking until a buyer commits.

The busy lot is the cash flow and the demand engine, and it makes the entrance pad more valuable: a captive crowd of paying truckers turns the pads at the entrance into something worth selling.

Deal economics at a glance

Exits

The yard is built owner-direct and stabilized as a controlled truck-and-trailer operation. Once it cash-flows, there are three ways to exit, and the market picks the best one at the time:

ExitWhat you sellWhy it works
1. Sell the whole assetThe entire stabilized parking-and-storage operation as a single income propertyA fully-leased IOS asset is what an institutional or 1031 buyer wants; cleanest story, and as one asset it can price a little stronger
2. Carve the entrance padsThe ~5 acres at the lot’s entrance to a fuel/retail/service operator, parking sold separatelyThe full lot has captured the customers; an operator pays a pad premium for access to that captive traffic, on top of the yard’s income value
3. Develop and sell the best use (conditional)A parcel at this node that clears the development screen (~25 acres), on which North Star develops the highest and best building itself, a logistics or industrial build to suit, a service or retail building, or a travel-center format, leased to a creditworthy tenant on a triple net basis and sold as a stabilized assetNorth Star develops it, signs a creditworthy triple-net tenant, and sells the stabilized asset; a credit net lease sells at a lower cap rate than the yard, so the value is higher, and that spread sits outside the gain figure below
~$1.8-2.8M
Gross gain after stabilization = yard income sale (~$1.3-2.3M) + entrance-pad sale (~$0.5M), at a conservative 9% tertiary cap. Before financing carry and disposition cost.

Illustrative planning figures from the validation model, not a projection of return. Values rest on achieving the rate and occupancy below; the exit cap is the market’s call. A point estimate would be false precision; the output is a range.

The whole thing turns on the nightly rate, which is the variable you can actually validate. At a $12-$15/night band and ~70% occupancy, the yard clears a 12% return floor on its own, across the entire band, not just at the top:

RateStabilized NOIYield on cost12% floorYard gain @ 9% cap
$12 / night (floor)~$386K13.7%clears~$1.31M
$14 / night (mid)~$451K16.0%clears~$2.00M
$15 / night (top)~$483K17.2%clears~$2.34M

Revenue math (base $14/night): 180 spaces × $14/night × 365 nights × 70% occupancy = ~$644K gross; less 30% operating expense = ~$451K NOI. Sale values are net of a 4% cost of sale.

The demand bar is lower than it looks. At the $14 mid-case the yard clears the 12% floor at ~52% occupancy and breaks even on a 9% sale at ~41%; even at the $12 floor of the band those thresholds are ~61% and ~48%. So the 70% assumption carries meaningful cushion across the band, subject to validating actual demand, surface cost, access, and operating expense. And while the entrance pads wait for an operator, they run as trailer/IOS parking: the held land earns, it does not just carry.

MetricFigureRead
Direct total development cost (yard incl. land)~$2.81MOwner-direct, preferred path
GC retail cost~$4.85MStress / reference case; weakens economics
Stabilized NOI ($12-$15/night, 70% occ)~$386-483KControlled yard only
Yield on cost~14-17%Clears the 12% floor without any land credit
Yard income value @ 9% cap~$4.1-5.2MExit 1, NOI ÷ 9% (~$4.3-5.4M) less 4% cost of sale
Yard sale gain~$1.3-2.3MValue less ~$2.81M cost
Entrance pad (5 ac)~$0.5M gainExit 2, ~$0.6M value less ~$0.15M basis
Gross gain after stabilization~$1.8-2.8MYard + entrance pad, before carry

Exits 1 and 2 are income-based; they are what the gain figure above rests on. The third is a development play, and it pencils the way any site does, on the whole screen: location, access, visibility, economics, demographics, competition, and site conditions. The node already carries much of it: a primary I-10 corridor location, and the existing Love’s, busy and long-established. The node already works, with room read for a second operator. Several thousand trucks/day pass the door as the demand base (to be confirmed against current ADOT counts), and the nightly-parked trucks are a captive fueling base in their own right. Where a parcel here also clears the acreage and the rest of that screen, North Star develops the best use on it, a logistics or industrial build to suit, a service or retail building, or a travel-center format, and signs a creditworthy tenant to a triple net lease. A credit net lease sells at a lower cap rate than the yard's conservative 9%, so the stabilized asset is worth more; North Star, the merchant developer, realizes that spread at sale. That is a structurally higher ceiling, set by the tenant credit and the lease and not quantified here, so it sits as upside rather than in the gross-gain range above. The format sets the buildable acreage: a full travel-center wants about 25 acres and will take about 20, a build to suit runs to the tenant box, so the broker target is a site or assemblage sized to the format, which also enlarges the yard economics beyond the ~20-acre example modeled here.

Underwrite the floor. Pursue the highest and best use. Each location is first tested as a secured parking yard. If demand supports a stronger use, North Star can move toward a lease, pad, service building, terminal, contractor yard, or build-to-suit. A stronger user path can tighten the exit cap and increase value beyond the parking case.

Known validation items

These are diligence items, not unknowns being glossed; each is a normal validation step behind site control, before material spend:

ItemWhy it matters
Access / driveway approvalTruck-yard viability depends on ingress/egress and ADOT coordination at the site entrance
Turning geometry on the selected parcelA long-narrow parcel can lose usable acreage to circulation; shape drives the stall count
Zoning / permitted useYard, IOS, fuel, repair, and septic/restroom uses may be treated differently
Water / sewer / septicRelevant once restroom, repair, or operator/fuel use is in play
Drainage / retentionGeotech and percolation; caliche may require drywells or controlled-release outfall
Dust, lighting, securityStandard paid-yard scope; gravel-yard dust control can carry permitting/neighbor conditions
Operator interestThe operator-exit case strengthens materially with 3-5 real operator calls or LOI targets
Demand (rate × occupancy)The single highest-leverage item: confirm ~$12-$15/night at ~70% at this node

Order of work

Market first

The screen comes first, before any spend on site control, diligence, or construction. Does the Benson I-10 × SR-90 node support a paid truck-parking, IOS, and operator-pad use at all? If it holds, the next step is choosing a parcel and an ownership path, then sizing a control-and-diligence budget to that parcel. The worked example here uses parcel 12311001U. Control is funded once the node, the parcel, and the terms line up.

StepDecision
1Confirm the market screen: node demand, rate, occupancy, and operator interest support a paid truck-parking / IOS / operator-pad use.
2Select the preferred parcel and ownership path; size the site-control and diligence budget around that parcel.
3Secure property control: option, purchase contract with due-diligence period, ground lease, or phased takedown.
4Confirm civil / geotech scope and validate site layout once a control path is realistic.
5Update budget and proforma; decide whether to exercise, assign, ground lease, JV, or hold for operator pad.
6Bring in construction capital only after market, site control, and validation survive.

Representative conceptual site plan

Site layout

Representative conceptual master site plan
Developer concept sketch, validation-stage only. Representative example, not the committed parcel. Not final engineering, not for construction, and not for permitting.
ZoneAcresFunction
Entrance operator pad~5.0The corner at the lot entrance, sold or ground-leased to a fuel, convenience, truck-service, repair, or retail operator who wants the captive traffic (Exit 2)
Controlled truck-and-trailer yard~10.0Initial use: truck parking, trailer drop / IOS staging, fleet parking, detention, and demand generation
Support / utility / IOS overflow~4.94Utilities, generator, restroom/septic service, overflow detention, and IOS expansion, usable functional land, not a separate sale

On the example parcel, a ~20-acre site is treated as a phased truck-service platform. The corner at the lot entrance is reserved for the operator pad. The rest runs as the controlled truck-and-trailer yard. Drainage is folded into the yard, and the support land stays usable as IOS and overflow rather than sitting idle. Acreage and layout vary by the parcel chosen.

Profit Model

Build cost

At the Exit 302 node, the site runs two ways. The first is a truck-and-trailer yard, the simplest use to validate: it cash-flows on its own, proves the demand any larger use rests on, and carries its own income exits. The second is the parcel best use, developed by North Star and sold as a stabilized asset leased to a creditworthy tenant on a triple net basis, which trades at a lower cap rate than the yard. That path is a reasonable prospect at this node, not a stretch: the Love’s already operates here as a busy, established truck-stop anchor, on a primary corridor about 30-38 road miles off the southeast Tucson freight base. What it asks for is a parcel here that clears the development screen (the full feasibility set, not just visibility) plus the ~25 acres the format needs: an acquisition target the broker works to, not a feature of a site in hand. The yard path stands on its own; the developed lease is the higher one, where a fitting parcel turns up. Which is highest-and-best is a validation question, not a claim the page makes.

These cases assume a control path on the parcel is in hand or in reach; the spending that confirms them is staged behind site control (see Market first, then site control).

CasePurpose
Initial yard-only caseTests whether controlled parking / staging can carry the initial project
Seeded operator-pad caseTests whether the yard increases the value and attractiveness of the entrance pad

The budget model compares two delivery paths: conventional GC retail and owner-direct procurement with construction management. Direct procurement assumes the sponsor buys major components directly where practical: aggregate/base, fencing, lighting, gate systems, generator, restroom/septic service, security, and site components. The purpose is to show whether the project remains inside the required NOI-to-cost screen after real civil and operating costs are validated.

The model runs the same two delivery paths, owner-direct and GC retail. Owner-direct procurement reduces modeled development cost by roughly 40-45%, about $2.0M, versus the GC-retail stress case. The return and exit figures are in Deal Economics above; the dashboard below shows the build. Illustrative planning figures from the validation workbook; not a projection of return.

Validation budget dashboard
Direct procurement vs. GC retail, planning model.

Entrance pad

Exit values

Under Exit 2, the ~5 acres at the lot’s own entrance sell separately as an operator pad. A full yard puts a steady crowd of paying drivers at the entrance: fuel, food, and service demand an operator can reach from the corner. Until a buyer commits, the pad runs as trailer drop and IOS staging, so the held land earns. The remaining support land is functional: utilities, detention, and IOS overflow folded into the operation.

ScenarioMeaning
Low, bulk-land creditConservative case: value the pad as raw land only
Mid, operator padThe busy lot has captured the customers; an operator pays for access to them
High, develop and sellWhere a parcel at this node clears the development screen, North Star develops the best use, leases it to a creditworthy triple-net tenant, and sells the stabilized asset at a lower cap
Land optionality scenarios
Pad / remainder value logic for the master-plan case.

Development thesis

An existing node

Benson is an existing I-10 truck-service node with a documented overnight-parking gap and an established stop economy.

The Love’s and motel cluster confirm that drivers already stop at this interchange. I-10 and SR-90 create the corridor movement. Tucson, about 30-38 road miles west, is the larger distribution, freight, load-unload, repair, and service market. Benson can function as the lower-friction staging and overnight point before or after Tucson.

Google Earth aerial of the SR-90 Exit 302 node: Love's Travel Stop, Maverik, Motel 6, and the RV resort
The SR-90 / Exit 302 node, Love’s (parking footprint ~12.5 ac, Google Earth measure), a second fuel operator (Maverik), Motel 6, and the RV resort form a built-out truck-service cluster. Google Earth imagery, 5/2022.

Demand evidence

Rate and occupancy

The nightly rate is the deal’s key variable. Three things back the $12-$15/night figure: corridor volume, documented-thin public parking, and live in-corridor pricing.

#FactSource
1Corridor volume. I-10 at this interchange carries 34,308 vehicles/day (average daily traffic, 2024); SR-90 carries 10,827. I-10 is a primary national freight corridor linking Southern California to Texas and the Southeast.ADOT traffic counts
2The shortage is overnight-peak, and documented. The survey counts public and private parking separately: the public side, rest areas and public facilities, not the private truck stops, runs about 155 spaces across 9 sites within ~100 miles, a thin overnight backstop when the paid lots fill. Nationally, all parking together runs roughly one space per 11 trucks, concentrated in the Hours-of-Service window. The private Love’s here fills at that peak and keeps daytime room.FHWA Jason’s Law survey / BTS (public inventory)
3Rate is observed in-corridor. Paid truck-and-trailer parking already lists in this I-10 corridor at $12-$20/night, clustering at $12-$15, with live availability and active bookings. The model sits in the middle of what the corridor charges today; one lot is already at $20.Truck Parking Club marketplace

Live corridor rate comps

Actual paid listings in the I-10 Tucson-Benson corridor, pulled from the Truck Parking Club marketplace:

ListingNightlyMonthlyNote
I-10 lot, Truck + Trailer$14$1505.0★, 10 reviews
I-10 lot, Truck + Trailer$15$2004.7★
I-10 lot, Truck$12$140live availability
Tucson, Truck + Trailer$20-5.0★, 10+ bookings

Live listing screenshots from the Truck Parking Club marketplace in the I-10 Tucson-Benson corridor. Tap any listing to enlarge.

Truck Parking Club listing at $12/night
$12/night · $140/mo · 10 spaces live, Truck
Truck Parking Club listing at $14/night, 10 reviews
$14/night · $150/mo · 5.0★ (10 reviews) · 19 live, Truck + Trailer
Truck Parking Club listing at $20/night on Benson Hwy with 10+ bookings
$20/night · 10+ bookings · 6261 E Benson Hwy, Truck + Trailer

Occupancy, observed at the node

Rate is backed; occupancy is the other half of the case. Trucker Path’s driver reports and fill predictions for the lots at and around this interchange give a direct read. These are crowd-reported bands (Full / Many / Some) and an app prediction, not a metered count.

At the interchange, Love’s #460 (AZ-90) predicts Usually Full at its overnight peak: Monday and Tuesday nights run full from roughly 8pm past midnight, then eases to “Many” by mid-morning, when about 85 spots sit open. Its parking scores 2.6/5 across 500+ reviews, a free, first-come lot with no way to reserve a spot or drop a trailer.

Trucker Path reads at and around the interchange, driver reports and logged history. Tap any shot to enlarge.

Trucker Path detail for Love's #460 at AZ-90 showing live driver reports
Love’s #460 at AZ-90 · live driver reports, 85 free spots at a mid-morning read
Trucker Path fill prediction for Love's #460 topping at Usually Full overnight
Prediction tops at Usually Full on the overnight peak
Trucker Path logged history showing Lot Is Full through the 9 to 10:30pm peak
Logged history, Lot is full through the 9-10:30pm peak

The lots around it read the same way, and drivers here already pay to park:

Corridor stopSpacesLive read
Love’s #460, Benson (SR-90 / Exit 302)~85 freePredicts Usually Full overnight
Vail Steakhouse, I-10 Exit 279smallFull recent, then Many
Triple T, Tucson, I-10 Exit 268300Many → paid-only after 4pm
Pilot #1178, Tucson, I-10 Exit 2739Full
Pilot #593, Tucson15Full, paid-only
Pilot #609, Eloy, I-10 Exit 208A228Many, paid-only

In that table, the small free lots read Full and the branded stops go paid-only overnight. Drivers on this corridor already pay to park, which is the willingness-to-pay the $12-$15/night band rests on. The fill concentrates in the evening and overnight windows, so the 70% stabilized figure is an average sitting beneath peaks that already reach capacity.

Driver behavior favors this kind of site. A Class 8 driver near an hours-of-service limit will not thread a 70-foot rig through city streets; the preference is to pull off the interstate, park, and roll. That favors an interstate-adjacent rural yard at this node over in-town lots.

The capture needed is small. The yard needs about 126 paid trucks a night (180 spaces at 70%) to clear its return floor, a small share of 34,308 vehicles/day on I-10, in a corridor where public overnight parking is documented-thin.

Rate is a live corridor comp: paid I-10 listings at $12-$20, clustering $12-$15. Public overnight truck parking on this freight corridor is documented-thin, and drivers already pay to park here. The product is a reservable, storage-capable yard.

Where this still needs work: Trucker Path reports bands and a prediction, not a metered occupancy count, and the reads cluster on free lots; a reservable interstate-adjacent yard is a cleaner product than any of them. A metered occupancy figure and the truck-specific share of the 34,308-vehicle/day count remain validation items. What has moved is the direction: the node fills at night, and the corridor already pays to park.

For illustration

Example parcel

The parcel below shows how the screen reads a real candidate, size, shape, access, ownership. It is here to illustrate the method, not because it is listed, available, or selected. Shape drives the layout: 12311001U (~19.94 ac, long and narrow) versus 12311001W (~29.18 ac, closer to the interchange and more rectangular, which lays out a yard more efficiently).

ItemExample screen (12311001U)
OwnerCarillion Realty Corp
Total area19.94 acres
Approx. dimensions540′ × 1,722′ (long and narrow)
LocationNorth side of I-10, Tucson-Benson Hwy corridor; ~0.8 mi to I-10 × SR-90 (Exit 302)
Mapped floodway0%
Mapped AE / AH floodplain0% / 0%
Mapped hydric soil0%
Dominant soilsSasabe 74.2% / Bodecker 25.8%
Parcel relief28.8 ft
To be verifiedRoad access, utilities, zoning, flood depth (BFE)
Candidate parcel review map
Broker-tool view, parcel selection context.

This parcel is not being presented as fully engineered. It is being presented as a strong candidate parcel. The preliminary screen is favorable: adequate gross acreage, close interchange proximity, clean mapped floodway and AE/AH screen, no mapped hydric soil, and parcel-level relief that appears manageable for a developer-grade grading review. The next work is normal validation: geotech, grading ROM, zoning, owner terms, access/driveway confirmation, utility confirmation, and operator/rate validation.

Soils and grading

Grading, not blasting

The central engineering question is not whether trucks can reach the interchange. The central question is whether Sasabe / Bodecker soils and the parcel grade can support an economical truck-yard surface section.

SoilParcel sharePlain-English read
Sasabe74.2%Very deep, well-drained fan-alluvium soil; validate clay content, compaction, plasticity, and surface performance
Bodecker25.8%Very deep, excessively drained sandy/gravelly alluvial soil; validate gradation, compaction, drainage, and base design

Validation tests

TestPurpose
Test pits / boringsConfirm actual soil, caliche, rock, clay lenses, loose alluvium
Proctor densityConfirm compaction behavior
Plasticity indexIdentify clay / shrink-swell / pumping risk
R-value or CBRSupport pavement / aggregate-base design
GradationDetermine reuse of on-site material
Soluble salts / sulfateRelevant if cement treatment or concrete is used
Cut/fill estimateConfirm whether grading can balance on site
Surface-section ROMCompare gravel, aggregate base, millings, cement-treated base, asphalt-at-throat, or hybrid section
NRCS soils screen
NRCS SSURGO soil context.
Topography and relief
USGS elevation / contour context.

This does not read as a rock/blasting thesis from the mapped soil names. It reads as a desert alluvial grading and surface-section question. The validation package converts that question into geotech, civil ROM, and local contractor pricing.

Phase 2 · site control + diligence

Control, then diligence

This is Phase 2 work. After the market screen survives and a preferred parcel and ownership path are identified, validation spending follows an acceptable option / PSA / ground-lease path. Once the site can be tied up, this budget buys the evidence needed before construction equity is exposed.

ItemPurpose
Developer site sketchEstablish phased site logic
Civil ROMGrade, drainage, entrance, detention, surface section
Geotech allowanceConfirm soil performance and base design
Rate compsValidate the $12-$15/night rate band against local demand
Operator callsTest yard, fleet, trailer, IOS, fuel, and service demand
Zoning confirmationConfirm permitted-use path
Owner contactOption, PSA, ground lease, phased takedown, or pad structure
Utility checkPower, water, septic/restroom service, generator, lighting, telecom
Updated proformaConfirm whether the project still clears the return screen

The candidate advances only if site control, validation, and economics all remain inside the screen.

Powered by iVerify Patent Pending

The source data

The screen behind this page is the live iVerify report for this node. iVerify pulls the public data and the table shows what each layer becomes in it.

Raw dataiVerify output
Traffic countsCorridor demand signal
FMCSA carrier recordsLocal carrier / trailer / power-unit demand
Public truck-parking inventorySupply constraint signal
ParcelsOwner / size / value / geometry review
FEMA floodBuildable-footprint screen
NRCS soilsSoil / grading risk screen
USGS elevationRelief and civil-cost signal
Lodging / truck servicesOvernight-stop and service-node signal
Logistics / warehouse layersMarket context
Broker toolParcel shortlist and action list
Traffic and road-count context
Corridor traffic context.
Carrier demand map
FMCSA carrier-demand context.

The page shows the outputs, report, screenshots, parcel facts, method. The raw tables, carrier exports, scoring weights, schema, and extraction logic stay inside the engine.

Backup Documents

Backup, on request

iVerify Report 23

Full technical screen: traffic, parcels, flood, soils, topo, carriers, lodging, truck-service context, broker tools.

Investor Brochure

Investor / validation packet: current model, nightly-rate and two-exit story.

Opportunity Brief

Two-page executive summary: current model and demand evidence.

Excel Validation Budget

Direct procurement vs. GC retail, land optionality, economics, validation budget.

Conceptual Master Site Plan

Phased plan with entrance operator pad, rear controlled yard, support / utility / drainage reserve.

North Star Group / iVerify

Developer-led method

North Star Group is a developer-led systems and real estate platform focused on practical site origination, development strategy, infrastructure, and applied AI tools. iVerify is North Star’s corridor-screening and parcel-origination system for freight, IOS, truck-service, and logistics-land opportunities.

Michael Hoffman is the principal of North Star Group, Inc. His background includes real estate development, systems integration, and invention work, with issued patents and pending housing / site-screening concepts. The Benson package reflects a developer-led method: screen the corridor, isolate candidate parcels, identify the demand signal, prepare a validation budget, and advance only if the economics survive real-world checks.

Contact

Michael Hoffman

North Star Group, Inc.
Fairhope, Alabama
701-770-9118
michaelh@nsgia.com
www.nsgia.com

This is a pre-validation screening package. Construction capital, final site control, final engineering, and final operator structure are not being requested at this stage.