“Now I can combine the best of both worlds of engineering and surveying,” says Evans. “As an engineer I get to envision and plot the design of a dam, and as a surveyor I get to be part of the team that builds it. I get to plan, multitask, problem solve, and use advanced survey technology to ensure everything is right.”

The extensive, $3M Todd Lake rehabilitation project would be Evans’ third chance to wear both her engineering and surveying hats.

A High Hazard

Located in Stokesville, the TLD was originally built in 1963 and is one of 16 flood control dams in Augusta County. Since its construction, the area around the dam has been significantly developed residentially, increasing the risk of loss of life should the structure breach.

After each section of the cut-off wall was built, it was backfilled with earth. The wall took two months and 32 concrete pours to complete.

After a routine inspection of the dam by the NRCS and the Virginia Division of Dam Safety in 2008, the TLD was reclassified as a “High Hazard” dam. The new designation triggered the need for a substantial upgrade for the existing TLD to have the capacity, stability, and integrity to handle water volumes of storm events of a specific size.

To meet the new standards, the NRCS issued several construction requirements. The most significant elements included widening an auxiliary spillway from 250 feet to 300 feet, moving a road, raising the dam 2.7 ft, replacing a riser tower, building a concrete cut-off wall, laying articulated concrete blocks, and building a rock toe drain.

As the majority funder of the project, the NRCS oversaw the entire project, making Evans responsible for producing all the surface modeling for design, creating construction drawings and topographic maps, calculating volumes and quantities, and providing high-precision survey data both before construction and during.

Although construction on the TLD began in May 2015, Evans’ fieldwork began in 2010 with a boat.

NCRS geologist Jeff McClure (standing, right) steadies the receiver while Evans attaches the last range pole onto tan extended rod for the Todd Lake sediment survey. Holding the string line is John Kaylor, district manager for the Headwaters Soil & Water Conservation District.

Surveying Sediment

As the TLD was also designed to trap sediment and prohibit it from moving downstream, it was important to understand how much sediment had been collected in the lake over the past 54 years. If the sedimentation was near capacity, then the reservoir would need to be dredged.

Accompanied by a geologist, Evans conducted a sediment survey—her first ever—to accurately measure the sedimentation volume and determine if a dredging project for the lake was needed.

The immediate challenge was how to keep the drifting boat still and the rod in a straight line in order to ac- quire an accurate survey measurement of the lake bottom. In addition, although the lake is only 15 ft at its deepest, it was still too deep for the standard range pole.

To resolve both issues, they set up a string line across the 7-acre lake as a fixed, linear guide, and they attached four 5-ft range poles to their Trimble R8 GNSS receiver.

Following a crisscross pattern, they lowered the rod until it hit the sediment layer and quickly took a shot. Then they pushed the pole down through the sediment until it met the hard bottom and collected another point. Both measurements were saved into their data collector, and they navigated to the next point in their 50-ft-by-50-ft grid.

Evans completed the survey in one day and collected 300 points, all of which were imported into AutoCAD Civil3D software to create top and bottom surface models. Then she calculated the sediment volume, which totaled 9 acre-feet—a level low enough not to need to dredge the lake.

Walled Off

Once construction crews began rolling onto the 13-acre TLD in 2015, Evans was on
the job site every day. With a GNSS receiver in one hand and a data collector in the other, she performed stakeouts and verified the accuracy of the survey contractors’ stakes, acquired survey data, calculated quantities and volumes, took as-builts, and confirmed that all infrastructure elements were being installed according to her design specifications. Sometimes, she was also correcting contractors’ mistakes and defending her data.

“To widen the spillway we needed to excavate a certain amount of material and have enough dirt from that to raise the dam,” says Evans. “I staked out and based my quantities on survey data I collected with the Trimble R10, so I was confident in my numbers. 

“But, after a few days of excavation, the contractor questioned my volume calculations and said, ‘Ain’t no way there’s enough dirt to raise that dam.’ He’d been moving dirt for 30 years so I started to doubt myself––that mistake would have been costly. But, I was right. We never ran out of dirt. That was gratifying.”

It was also particularly gratifying to triumph over some of the more challenging aspects of the project. For example, building the 330-ft-long cut-off wall, which crosses the auxiliary spillway, not only required precise layouts and as-built data, it also required constant monitoring and a healthy dose of physicality.

As the top of the concrete wall formed the floor of the auxiliary spillway, teams needed to ensure it maintained a straight line and that it was built to the exact elevation required: once the 13.5-ft- high wall was completed, it would be backfilled with earth. In addition, the wall would be 30 feet longer than the spillway, ending 15 ft beyond the spillway toe on both sides, and there would be a 6-ft-deep concrete keyway underneath the wall, adding more depth to the earthworks. 

Evans used the R10 to stake out the start and end points of the wall and calculated to what depth crews had to dig to accommodate both the keyway foundation and the 1.5-ft-thick wall. To achieve the correct height, they needed to dig a trench that ranged from 20-ft to 50-ft deep. Once the earthworks began, Evans had to regularly crawl down to the bottom of the trench with the R10 to confirm both the depth and the trench alignment.

“We were really impressed that we could use the technology at the bottom of that deep hole because the sky view was pretty limited down there,” says Evans. “Even at the furthest depth of 50 feet, we were still able to achieve accuracies to within a tenth of a foot. And as I had to crawl into the trench multiple times, I appreciated that the instrument is light and quick.”

Once they were ready to pour the concrete, Evans regularly monitored the installation because the wall was built in 30-ft sections, making it vulnerable to veering off course. Each time a wall section was started, Evans used her R10 to recheck the centerline alignment, and after each concrete pour she verified the wall elevation to within five hundredths of a foot. Two months and 32 concrete pours later, the wall was completed, and Evans took the last as-built.

All Rise

Equally critical and challenging was replacing the existing riser tower, which regulates water levels through a gate system, with a new riser 18 ft farther upstream. Of principal importance was that the tower was built to an elevation that would allow the lake level to be the same as before. Also, crews had to connect an 18-ft concrete pipe to the dam’s existing spillway pipe in order to move the tower so the position of the tower’s foundation needed to be exactly right.

Before the riser was demolished, Evans scaled it with the R10 and surveyed the top to verify that the top of elevation on the design plans was correct. To be absolutely certain of her measurements, she also surveyed the top with a Trimble VX total station.

Construction teams then laid the pipe and built the riser according to Evans’ specifications, and she regularly verified the location and elevation of each new segment installed. With each of the five concrete pours needed to complete the tower foundation, Evans used both the R10 and the VX to check the elevation accuracy. Each time, they were precisely right.

As beneficial as the survey technology was, however, there was one particular construction task for which the equipment was inadequate. In fact, no one was qualified for the job except Evans.

Because the existing principal spillway pipe had to be extended 18 ft for the new riser tower location, the joint 

between the new 30-inch-diameter pipe and the old pipe had to be checked to ensure its integrity. Evans was the only one who could fit in the pipe.

“Sometimes, my size is of benefit,” she says, laughing. “I have never had any problems with physically doing this job. In fact, the physicality of survey work is one of the reasons I enjoy it so much. I may be slight, but I’m strong.

It’s also fun to prove that to the male cynics,” she adds. “I don’t understand why more women don’t pursue this career.”

Although Evans stumbled into surveying, she is on firm footing now, anchored by her penchant for learning. Obtaining her surveying license is next. She welcomes many aspects of her work––problem solving, multitasking, unexpected surprises, and new learning experiences. And she remains undeterred by the skeptics.

There is, however, one certainty of her trade that she would most like to change: being the only female on job sites.