Real Projects. Real Results.
Grading, excavation, drainage, site preparation, and equestrian projects built around real site conditions and the needs of the finished property. Explore completed J Wells projects throughout West and Northwest Georgia.
Outdoor horse arena refresh and precision grading in Dallas, GA.
Driveway fabric and aggregate staging during horse farm site development in Kennesaw, GA
Geotextile fabric installation for the new farm driveway and barn access in Kennesaw, GA.
Corrective grading and drainage swale along the uphill side of the horse barn in Kennesaw, GA.
Round pen subgrade taking shape beside the access drive and material staging area during horse farm site development in Kennesaw, GA.
Round pen pad and surrounding access grading during development of a horse farm in Kennesaw, GA, with the barn entrance, driveway, and pond-side access incorporated into the site layout.
Precision grading an outdoor horse arena with 2D laser grade control during an early phase of the Kennesaw, GA equestrian site project.
Completed round pen grading with sand footing, fencing, and subsurface drainage along the low side as part of the Kennesaw, GA horse farm development.
Finished barn entrance and access drive with geotextile fabric, crushed-stone base, grading, and roller compaction as part of the Kennesaw, GA horse farm development.
Corrective horse arena reconstruction in Kennesaw, GA, including footing removal, subgrade modification for drainage, trunk-line installation, geotextile fabric, graded aggregate base, compaction, and replacement of the sand footing.
Horse arena base and drainage reconstruction in Kennesaw, GA, showing subgrade correction, aggregate placement, and the phased rebuilding of the arena beneath the existing sand footing.
Completed outdoor horse arena in Kennesaw, GA, during a later maintenance grading visit following the arena drainage and base reconstruction project.
Existing dry paddock conditions at a Kennesaw, GA horse farm, showing saturated native soil and heavy mud before drainage correction, subgrade reconstruction, geotextile, and aggregate installation.
Standing water and saturated conditions in an existing horse dry paddock at a Kennesaw, GA equestrian property before drainage and surface reconstruction.
Severe standing water in a Kennesaw, GA horse dry paddock immediately after rainfall, documenting the drainage and saturated subgrade conditions before reconstruction.
Broader view of saturated dry paddock conditions at a Kennesaw, GA horse farm following rainfall, showing hoof-disturbed soil and poor surface drainage before reconstruction.
Dry paddock reconstruction at a Kennesaw, GA horse farm after unsuitable material was excavated and the subgrade reshaped for improved drainage. Geotextile fabric is installed before placement of the new aggregate surface.
New crusher run aggregate placed over geotextile during dry paddock reconstruction at a Kennesaw, GA horse farm. Material has been graded to the corrected drainage profile prior to final compaction.
Finished dry paddock reconstruction at a Kennesaw, GA horse farm with compacted crusher run over geotextile and corrected drainage grading for a stable, all-weather surface.
Existing drainage and erosion problems at a Marietta, GA horse farm, where runoff was bypassing the intended swale and flowing through the main traffic area between the barn and riding arena.
Existing parking and traffic area at a Marietta, GA horse farm before drainage corrections. The site was regraded to reverse the drainage direction toward a reconstructed swale, while an additional uphill swale intercepted runoff before it could enter the parking area.
Uphill contributing drainage area at a Marietta, GA horse farm before drainage improvements. Runoff from this larger watershed was flowing toward the barn and parking area below before being intercepted and redirected by new grading and swales.
Regraded drainage and parking area at a Marietta, GA horse farm after redirecting uphill runoff. New aggregate has been placed and graded toward the reconstructed drainage system prior to final compaction.
Reconstructed horse farm parking area in Marietta, GA with new aggregate, corrected drainage grades, and compacted shoulders. The parking area was regraded to redirect runoff away from the former drainage path and toward the new swale system.
Subtle grassed drainage swale at a Marietta, GA horse farm, graded to intercept and redirect uphill runoff before it reaches the parking and barn areas while maintaining easy horse and equipment access.
Regraded horse farm parking area in Marietta, GA, rebuilt with compacted aggregate and defined shoulders after redirecting uphill runoff away from the barn and high-traffic areas.
Indoor horse arena renovation in Dallas, GA, after removal of the existing footing and correction of an uneven subgrade to restore consistent finished footing depth.
Final subgrade trimming during an indoor horse arena renovation in Dallas, GA, correcting high areas and preparing a consistent base before installation of new sand footing.
Indoor horse arena renovation in Dallas, GA, with new sand footing being delivered while excess material from the subgrade correction was simultaneously loaded out and removed.
Another view of the corrected subgrade during an indoor horse arena renovation in Dallas, GA, after trimming high areas to establish a consistent base for the new sand footing.
New sand footing graded to a uniform depth in an indoor horse arena in Dallas, GA, establishing an even finished surface before incorporation of the geotextile footing additive.
Geotextile footing additive being systematically distributed across a newly graded indoor horse arena in Dallas, GA, using marked sections to maintain an even application throughout the riding surface.
Completed indoor horse arena footing renovation in Dallas, GA, after new sand installation, geotextile additive incorporation, rolling and final grading. The finished riding surface was evenly blended and dragged to provide consistent footing depth and a uniform, ride-ready finish.
Outdoor horse arena maintenance grading in Dallas, GA, restoring an established riding surface after years of use. The arena was regraded to improve surface consistency and correct accumulated wear along with grading issues remaining from the original construction.
Finished outdoor horse arena after maintenance grading in Dallas, GA. The existing footing was regraded to correct accumulated wear and inconsistencies, then finished with a final arena drag to leave a uniform, ride-ready surface.
Existing service and event area beside an indoor horse arena in Dallas, GA, before rehabilitation. Failed pavement and poor underlying soil conditions had deteriorated under years of use and truck traffic. J Wells reworked and stabilized the area to provide a cleaner, durable surface for an annual farm event and a better foundation for the site's later repaving.
Alternate before-work view of the deteriorated service and event area at a Dallas, GA horse farm. Failed pavement, poor underlying soil conditions and years of traffic had left an irregular surface requiring regrading and base rehabilitation before the area could be restored.
Rehabilitated service and event area at a Dallas, GA horse farm after removal of failed pavement and unsuitable soils. Soft areas were undercut up to approximately 12 inches, rebuilt with compacted aggregate base rock and capped with recycled asphalt millings. A serviceable section of existing pavement was retained to provide easier wheelchair access to the adjacent ramp.
Finished event and service area at a Dallas, GA horse farm following subgrade reconstruction, aggregate base installation and recycled asphalt millings. The surface was graded and roller compacted, while a serviceable section of existing pavement was retained to provide a hard-surface connection for wheelchair access to the adjacent ramp.
Maintenance grading of an established outdoor riding arena in Kennesaw, GA. After extended use following the original arena construction, J Wells Precision Grading returned to redistribute the footing, correct surface irregularities and restore a consistent riding surface while maintaining the arena’s established drainage grades.
Excavation of an existing sacrificial dam separating the upper and lower sediment basins at a Kennesaw, GA horse farm. The accumulated material was removed as part of maintenance to restore the drainage and sediment-control system before the dam and pasture crossing were rebuilt.
Building pad preparation for a new barn and shop in Adairsville, GA. The elevated portion of the site was cut down and the excavated material was placed and compacted across the downhill side to create a large, level building pad from the existing hillside.
Early site preparation for a lakefront building site in Blairsville, GA. Preliminary clearing and topsoil stripping were performed to expose suitable material and prepare the sloping site for the cut-and-fill grading operation.
Completed lakefront building pad preparation in Blairsville, GA following cut-and-fill grading. The building pad was established and compacted, foundation footings were excavated, and excavation spoils were removed in preparation for the concrete footings and crawl-space foundation. Work was performed within a constrained site bordered by steep terrain, an existing septic system and protected lakefront erosion-control limits.
Industrial excavation for a new CNC machine foundation in Mableton, GA. The existing concrete floor was removed and the shop floor excavated approximately four feet deep for the new machine footing, while dust and debris containment allowed the surrounding tool and die operation to remain fully operational throughout construction.
Completed CNC machine foundation excavation inside an operating tool and die facility in Mableton, GA. The existing floor was removed and the foundation excavated approximately four feet deep, with confined-access methods used to move equipment into and out of the cut without a conventional ramp while protecting the surrounding shop floor. The excavation was prepared for compacted aggregate base, reinforcing steel and the new poured concrete machine foundation.
CNC machine foundation excavation underway inside an operating tool and die facility in Mableton, GA. The existing concrete floor was removed and the foundation excavated approximately four feet deep using compact equipment and specialized access methods suited to the confined indoor work area.
Existing parking lot drainage inlet at an industrial facility in Mableton, GA, prior to reconstruction. The raised curb and drainage structure were removed and reconfigured into a drive-over curb-and-gutter drainage system to maintain stormwater collection while improving vehicle access through the area.
Existing parking lot drainage configuration at an industrial facility in Mableton, GA, prior to reconstruction. The raised curb surrounding the drainage inlet restricted usable vehicle access and was later removed and redesigned as a drive-over curb-and-gutter drainage system.
Existing parking lot stormwater inlet and raised curb at an industrial facility in Mableton, GA, before reconstruction. The obstructive curb and inlet configuration was removed and redesigned into a drive-over curb-and-gutter drainage system to preserve stormwater collection while improving vehicle access.
Demolition and excavation during parking lot drainage reconstruction in Mableton, GA. The existing raised curb, pavement and stormwater inlet area were removed to prepare for construction of a new drive-over curb-and-gutter drainage system while maintaining access around the active industrial facility.
First phase of concrete reconstruction for an industrial parking lot drainage improvement in Mableton, GA. The stormwater inlet box was formed and poured separately before construction of the surrounding drive-over curb-and-gutter system. Work was phased to maintain truck access and keep the manufacturing facility fully operational throughout construction.
Phased concrete construction during an industrial parking lot drainage improvement in Mableton, GA. Concrete was placed around the newly formed stormwater inlet as part of the first stage of reconstruction, with the surrounding drive-over curb-and-gutter system completed in a separate pour. Work was sequenced to maintain truck access and normal operations at the facility.
Second-stage concrete pour during an industrial parking lot drainage reconstruction in Mableton, GA. The stormwater inlet box had already been formed, poured and stripped in the first phase. After removing the box forms, the surrounding concrete was placed to create the new drive-over curb-and-gutter drainage system while maintaining access to the operating facility.
Completed drive-over curb-and-gutter drainage reconstruction at an active industrial facility in Mableton, GA. Following the separate inlet-box pour and removal of its forms, the surrounding concrete was graded and poured to direct stormwater into the inlet while allowing vehicle and truck traffic to pass over the drainage structure.
Completed drive-over stormwater inlet and curb-and-gutter reconstruction in Mableton, GA, ready for installation of the custom heavy-duty grate fabricated by the customer. The surrounding concrete was graded to direct parking lot runoff into the inlet while creating a traversable drainage system for facility traffic.
Beginning stages of a half-mile-plus driveway and site development project on a 60-acre family property in Rockmart, GA. Clearing was intentionally limited to preserve the wooded setting while establishing access for three future mountain home sites.
Driveway construction progressing through wooded mountain property in Rockmart, GA. The approximately 15-foot-wide access was selectively cleared to provide practical two-way access while preserving as much of the surrounding timber as possible.
Early construction of the half-mile-plus access road serving three future home sites on a 60-acre property in Rockmart, GA. The driveway alignment and clearing limits were planned to preserve the wooded character while also preparing for underground electrical service to the three sites.
Underground power trench excavated along the half-mile-plus driveway serving three future home sites in Rockmart, GA. The trench was prepared for power-company inspection and cable installation before being backfilled and compacted to restore the driveway above.
Initial clearing and site preparation for one of three mountain homes on a 60-acre property in Rockmart, GA. Trees and vegetation were cleared and topsoil stripped to begin development of the house site and surrounding work area.
Homesite development underway in Rockmart, GA following clearing and topsoil removal. Cleared vegetation was managed and burned on site while earthwork progressed for the house pad, yard, parking and construction access areas.
Large building pad and surrounding site grading taking shape for a mountain home in Rockmart, GA. The developed area included the house pad, future yard and parking areas, construction access and drainage grading.
Completed homesite grading in Rockmart, GA, with the primary house pad and surrounding yard and access area shaped to drain through a subtle swale. A secondary, lower-elevation pad at left was prepared for a future shop as part of the overall site development.
Sewer service excavation between historic commercial buildings in downtown Austell, GA. Separate tenant spaces required new sewer connections routed around existing underground infrastructure within a confined work area.
Installation of commercial sewer connections for multiple tenant spaces in a historic downtown Austell, GA building. Individual sewer tail-outs were collected and routed to the available sewer serving the adjacent street.
Multiple tenant sewer lines routed through a confined commercial site in downtown Austell, GA. The underground piping was configured to collect separate building connections before tying into the sewer serving the adjacent street.
Confined sewer excavation beside a historic commercial building in downtown Austell, GA. New tenant sewer piping was installed around existing site improvements and routed toward the available municipal sewer connection.
Interior sewer excavation within an existing commercial building in downtown Austell, GA. Concrete demolition and trench excavation were completed in extremely limited overhead clearance, using the excavator's reach and capacity to remove concrete and establish the new sewer line on grade.
Tight-access cut-and-fill grading in Dallas, GA to create level usable space beneath a planned deck and improve the surrounding backyard. Substantial earthmoving reshaped the existing slope while maintaining positive drainage and blending the finished grades naturally into the property.
Residential sewer line replacement in Austell, GA where the existing sewer tap location was unknown. With the blocked line preventing conventional camera locating, the existing sewer was carefully exposed and traced toward the street while working around the home's active water service.
Sewer replacement excavation approaching the street in Austell, GA after tracing the original line to locate an undocumented sewer tap. Excavation continued beneath the fence and around the existing water service and meter to reach the municipal connection.
Underground power trench awaiting utility inspection at a completed mountain homesite in Rockmart, GA. The homesite had been final graded and topsoil placed for upcoming seed and straw, with the power trench to be backfilled and compacted after cable installation.
Mass grading for Veterans Park in Sandy Springs, GA, where nearly 400 truckloads of fill were imported to raise portions of the site approximately six feet. Fill was placed and compacted in lifts to grade, with testing and inspection throughout construction.
Basement addition excavation for an existing home in Kingston, GA. The cut was completed to the builder’s predetermined design while maintaining stable conditions around the existing house and foundation until the new footings and foundation walls could be constructed.
Existing conditions before site development for a municipal park project. Survey grade stakes establish the proposed elevations across the undeveloped site, with more than seven feet of fill required at the deepest portion to create the planned finished grades.
Before grading began, the existing terrain and grade stakes show the elevation change required for the proposed park development. The finished site would transition across a gentle slope, requiring more than seven feet of fill through the deepest area.
Storm sewer installation during site development for a municipal park project in Decatur, GA. Drainage pipe was installed after major fill placement and rough grading established the site elevations, slopes and improvement pads.
Storm drainage installation following major earthwork and rough grading on a Decatur, GA municipal park project. Grade-control equipment was used during drainage construction to maintain the required elevations before concrete improvements were installed.
Rough-graded municipal park site in Decatur, GA during storm sewer construction. Major fill had already been placed to establish the proposed grades, with drainage installed ahead of the pavilion, sidewalks and other concrete improvements.
Another view of the Decatur municipal park site after major fill and rough grading, during installation of the storm drainage system. The graded areas were being prepared for the project's pavilion, pedestrian and other site improvements.
Precision finish grading on a municipal park project in Decatur, GA after major fill placement and underground storm drainage installation. Complex curves and subtle drainage slopes were shaped primarily with an excavator to work efficiently within the site's tight geometry.
Completed site grading and stabilization following construction of the concrete improvements on a Decatur, GA municipal park project. Finished elevations tie the new concrete into a site that required more than seven feet of fill at its deepest area.
Completed municipal park site in Decatur, GA after major earthwork, storm drainage, precision grading and final stabilization. Carefully shaped grades transition around the curved concrete improvements while maintaining positive site drainage.
Custom home site preparation and basement excavation in Powder Springs, GA. Excavated material was strategically stockpiled within a constrained site to maintain required property-line setbacks, preserve construction access for concrete trucks, and position suitable material efficiently for later backfill. The excavation included preparation for an engineered foundation with a six-foot-wide footing and substantial uphill backfill.
Poured foundation walls prior to deep backfilling on a custom home project in Powder Springs, GA. The surrounding site would ultimately receive approximately 11 feet of compacted fill to establish the designed subgrade elevations.
Structural backfill and site grading for a custom home in Powder Springs, GA. Fill was placed and compacted in lifts to build the site back to subgrade, reaching approximately 11 feet deep in portions of the foundation backfill.
Custom home site in Powder Springs, GA after deep foundation backfill was placed and compacted in lifts to subgrade elevation. Excavated aggregate areas were prepared for structural pier locations as construction progressed.
Custom home site in Powder Springs, GA after deep foundation backfill was placed and compacted in lifts to establish subgrade, reaching approximately 11 feet of fill in portions of the site. Grading incorporated a gentle swale to intercept runoff from the existing uphill terrain and direct water around the new home, providing effective drainage throughout construction.
Existing bridge and drainage crossing in Acworth, GA before reconstruction. The deteriorating crossing, failing wing walls and eroded channel required removal and rebuilding to restore a stable drainage path beneath the bridge.
Before reconstruction of a deteriorated bridge crossing in Acworth, GA, showing failed materials and erosion around the existing drainage channel. The crossing was rebuilt from below the channel flow line to establish a stable foundation and restore the spillway.
Bridge crossing reconstruction in Acworth, GA after excavation to establish a stable foundation below the drainage channel. The new block structure was built up from beneath the ditch flow line before the surrounding channel and crossing were reconstructed.
Reconstructed bridge crossing and restored drainage spillway in Acworth, GA. After the new foundation and block structure were completed, the channel was rebuilt and stabilized to provide a defined flow path through the crossing during rain events.
Precision grading for a commercial site in Cartersville, GA. A portion of the existing hillside was cut back and graded to provide the required clearance and travel path for installation of a sliding security gate.
Existing conditions on an engineered commercial site in Cartersville, GA after the original erosion-control measures proved insufficient during stabilization. Concentrated runoff from the uphill property was causing erosion through the drainage swale toward the retention pond.
Corrective erosion-control work on a commercial site in Cartersville, GA. The drainage spillway was rebuilt and approximately 20 truckloads of riprap were brought in to armor the channel and control concentrated runoff.
Engineered erosion-control improvements along the site's primary drainage swale in Cartersville, GA. Riprap armoring and a series of check dams were installed to stabilize the channel and manage runoff traveling from the uphill side of the property toward the retention pond.
Completed corrective drainage and erosion-control system on a commercial property in Cartersville, GA. The stabilized swale, riprap and check dams carry runoff toward the retention pond while protecting the previously eroding channel.
Drainage installation for a kidney-shaped playground structure at a sports complex in Gainesville, GA. Separate drainage systems were installed along the inside and outside of the curved retaining-wall and seating structure, ultimately tying into the site's existing stormwater system.
Excavation for the playground drainage system at a Gainesville, GA sports complex. Much of the kidney-shaped drainage route encountered rock, requiring hammer excavation before the trench could be rebuilt with suitable material for proper drain installation.
Installation of the curved playground drainage system after rock excavation and subgrade preparation at a sports complex in Gainesville, GA. Independent inner and outer drainage runs followed the kidney-shaped structure before connecting to the site's existing storm drainage system.
Football field subgrade preparation at a sports complex in Gainesville, GA. The field was graded and rolled in preparation for proof-roll inspection before installation of the geotextile, subsurface drainage system and aggregate drainage reservoir beneath the artificial turf system.
Construction of the aggregate drainage reservoir beneath an artificial-turf football field in Gainesville, GA. Following approval of the prepared subgrade, geotextile and subsurface drainage were installed before the stone reservoir was placed and compacted in preparation for the next aggregate layer and final grade.
Construction of the aggregate drainage reservoir beneath an artificial-turf football field in Gainesville, GA. Following approval of the prepared subgrade, geotextile and subsurface drainage were installed before the stone reservoir was placed and compacted in preparation for the next aggregate layer and final grade.
Aggregate base preparation for an HOA multi-sport complex in Acworth, GA. The court area was graded and compacted to the engineered elevations and slopes in preparation for paving, with surrounding grades established to manage drainage around the new facility.
Paved multi-sport court area following site preparation and base construction in Acworth, GA. J Wells completed the underlying grading, drainage and pavement-base preparation, establishing the engineered slopes before the finished recreational surfaces were constructed.
Perimeter grading and drainage construction around the new HOA multi-sport complex in Acworth, GA. Because runoff approached the site from three surrounding hillsides, a perimeter drainage system was incorporated to intercept the existing sheet flow and route it to the site's stormwater system.
Final grading around the completed multi-sport court site in Acworth, GA. Surrounding elevations were blended back into the existing property and boundary grades while maintaining the designed drainage pattern, leaving the disturbed areas prepared for final sod and landscaping.
Concrete pavement replacement at a tool and die manufacturing facility in Mableton, GA. Three failed panels within the facility's truck entrance were demolished and removed so the underlying subgrade could be evaluated and properly prepared before replacement.
Removal of failed concrete panels at an industrial truck entrance in Mableton, GA. Once the existing concrete was removed, uneven high spots were discovered in the underlying subgrade that had left portions of the original pavement significantly thinner and contributed to cracking under years of truck traffic.
Subgrade correction for replacement concrete pavement at a Mableton, GA manufacturing facility. High areas beneath the failed panels were excavated and the subgrade was re-established to provide a consistent six-inch concrete depth before the replacement panels were poured.
Commercial site expansion in Austell, GA, converting an unusable rear portion of the property into additional parking and storage space. Unsuitable material was removed and the area was regraded to establish a stable subgrade and positive drainage toward the existing stormwater system.
Subgrade preparation for a new gravel parking area at a commercial property in Austell, GA. The underlying grade was shaped to direct water away from the existing concrete and toward the site's stormwater inlet before the aggregate parking surface was installed.
Completed aggregate parking and storage area in Austell, GA. The finished surface was blended into the existing concrete for usable vehicle access while the underlying subgrade directs infiltrating water toward the existing stormwater inlet. The adjacent area was also prepared for a planned covered storage structure.
Backyard grading in Acworth, GA, transforming an undeveloped wooded hillside into two usable areas while preserving positive drainage around the site. The upper pad was cut into the slope for a future playground, while the lower pad was built up for a planned patio expansion. Finished grades created a horseshoe-shaped drainage path around the new pads, directing uphill runoff away from the house and along the property boundaries.
Engineered backfill and site grading for an amphitheater project in Walnut Grove, GA. Structural fill was placed in controlled lifts and compacted around the developing concrete structure to establish the designed grades and provide a stable foundation for the surrounding concrete slab that was being poured on top that would ultimately be the stage.
Completed building pad and surrounding site grading for a new shop and barn in Adairsville, GA. Material excavated from the elevated side of the property was placed and compacted across the downhill side, creating a large level building area while transitioning the new grades back into the surrounding property.
Final grading at the Acworth, GA HOA multi-sport complex after court paving, striping and fencing were completed. Construction access along the back side of the new courts was restored and graded with a gentle swale to maintain positive drainage around the facility before final sod installation.
Original conditions before sinkhole remediation in Kennesaw, GA. The failed area extended across the front yard near a large established tree, with existing underground utilities adding significant constraints to the excavation and repair.
Pre-construction view of the Kennesaw sinkhole project showing the affected front-yard area before excavation. Investigation was required to determine the extent of the underground failure before the site could be rebuilt.
Exploratory excavation of the sinkhole in Kennesaw, GA to expose the extent of the underground void and determine the limits of unsuitable material before reconstruction began.
Recompaction during sinkhole remediation after the failed area was excavated. Existing suitable soil was processed and compacted, revealing the substantial volume lost within the original failure before additional fill was brought in to rebuild the site.
Existing gas service exposed during sinkhole remediation beside a major root from the large tree being removed. With the gas line running within approximately three feet of the root ball, roots and surrounding soil had to be carefully excavated rather than aggressively pulled from the ground.
Reconstruction of the Kennesaw sinkhole site after excavation and removal of the failed material. Imported fill was placed and compacted to rebuild the affected area and restore stable grades across the property. A new sewer line was installed now that the ground had been stabilized.
Grading the rebuilt sinkhole area after imported fill was placed and compacted. The repaired ground was shaped back into the surrounding property while accommodating the new sewer installation and final site drainage.
Final site restoration following sinkhole remediation in Kennesaw, GA. After the failed area was rebuilt, utilities and irrigation were installed and topsoil was placed and finish graded in preparation for new sod.
Existing conditions before clearing at a homestead property in Powder Springs, GA. Twenty-two mature hardwoods were selected for complete removal to open the site around the existing home and create additional usable yard and access area.
Pre-clearing conditions at the Powder Springs homestead. Several of the 22 hardwoods required controlled removal because their size and lean placed them over or near the existing home rather than in an open clearing area.
Site clearing and restoration following removal of 22 mature hardwoods at a Powder Springs, GA homestead. Suitable timber was preserved as mill logs for the property owner, while stumps, roots and clearing debris were removed from the property.
Grading the cleared homestead site after the trees, stumps and major roots were completely removed. Stump holes and disturbed areas were backfilled and the ground was reshaped to establish a clean, usable yard.
Finished grading across the newly cleared area in Powder Springs, GA. Although the primary scope was tree clearing, the disturbed ground was backfilled and graded in preparation for establishing the new yard.
Final site preparation after complete tree, stump and root removal. The disturbed ground was cleaned up and graded to provide positive transitions across the expanded yard and prepare the area for seed and straw.
Completed grading across the cleared homestead site, leaving the property ready for establishment of the new yard and future driveway turnaround or loop in front of the home.
Final view of the Powder Springs homestead after removal of 22 hardwoods, complete stump and root removal, backfilling and finish grading. The former wooded area was left as a clean, usable site ready for the next phase of property improvements.
Engineered rock-lined drainage channel in Fairburn, GA. Approximately 700 feet of channel was profiled to engineered grades and lined with geotextile and approximately 540 tons of riprap to establish controlled drainage through the property and a stable downstream discharge.
Engineered rock-lined drainage channel in Fairburn, GA. Approximately 700 feet of channel was profiled to engineered grades and lined with geotextile and approximately 540 tons of riprap to establish controlled drainage through the property and a stable downstream discharge.
Engineered rock-lined drainage channel in Fairburn, GA. Approximately 700 feet of channel was profiled to engineered grades and lined with geotextile and approximately 540 tons of riprap to establish controlled drainage through the property and a stable downstream discharge.
Engineered rock-lined drainage channel in Fairburn, GA. Approximately 700 feet of channel was profiled to engineered grades and lined with geotextile and approximately 540 tons of riprap to establish controlled drainage through the property and a stable downstream discharge.
Engineered rock-lined drainage channel in Fairburn, GA. Approximately 700 feet of channel was profiled to engineered grades and lined with geotextile and approximately 540 tons of riprap to establish controlled drainage through the property and a stable downstream discharge.
Engineered rock-lined drainage channel in Fairburn, GA. Approximately 700 feet of channel was profiled to engineered grades and lined with geotextile and approximately 540 tons of riprap to establish controlled drainage through the property and a stable downstream discharge.
Engineered rock-lined drainage channel in Fairburn, GA. Approximately 700 feet of channel was profiled to engineered grades and lined with geotextile and approximately 540 tons of riprap to establish controlled drainage through the property and a stable downstream discharge.
Reconstruction of the perimeter drainage system around a horse arena in Kennesaw, GA. The existing ditch at the base of the steep adjoining slope had become filled with sediment and was re-excavated to restore drainage around the arena and carry runoff toward the farm pond.
Rebuilding the horse arena perimeter drain with geotextile and stone after accumulated sediment was removed. The drainage system was reconstructed around the arena to intercept runoff from the adjoining slope and provide a stable path for water to discharge toward the pond.
Erosion repair and drainage improvements at a wooded property in Kennesaw, GA. Runoff through the front yard had begun eroding the existing drainage path, requiring reshaping and stabilization to better manage water moving through the property.
Reshaped drainage area carrying runoff from the front yard into the wooded portion of the Kennesaw property. The existing flow path was cleaned up and graded to provide a more stable transition into the natural drainage area.
Grading and stabilization along the eroded drainage slope in Kennesaw, GA. The channel and surrounding ground were reshaped to control runoff while leaving a smoother, maintainable surface that can return to grass.
Runoff dissipation area at the lower end of the repaired drainage path. Fallen trees and debris were cleared, and the outlet area was reshaped to spread and slow concentrated flow while allowing the surrounding ground to be maintained once vegetation is reestablished.
Perimeter drainage installation for a playground project in Gainesville, GA. Corrugated drainage pipe was installed along the excavated perimeter to collect and route subsurface water away from the playground area as part of the site's drainage system.
Construction-phase grading for a county park improvement project in Decatur, GA. Working for a sports field and recreation contractor, J Wells reshaped the area below the playground slides to improve temporary drainage and prepare the site for the contractor's final surface installation.
Grading and drainage preparation alongside the playground during improvements to a county park in Decatur, GA. The disturbed area was shaped to move runoff away from the active construction area until the final surface could be installed.
Perimeter drainage installation for a playground site project in Gainesville, GA. The drain system was excavated and installed around the playground perimeter to collect and route subsurface water away from the finished recreation area.
Construction-phase drainage work for a playground project in Gainesville, GA, showing excavation and installation of the perimeter drain system before the surrounding site was brought to finished grade.
Perimeter drain construction during playground site development in Gainesville, GA. Drainage pipe was installed along the edge of the recreation area as part of the site's underground water-management system.
8-inch perimeter drainage system under construction for one of six baseball fields in Walnut Grove, GA. Perforated pipe was installed in stone and wrapped with filter fabric to collect subsurface water around the field.
8-inch baseball field perimeter drain installation in Walnut Grove, GA. The stone-filled drainage system was constructed around the field and upsized to 12-inch pipe where it connected into the existing stormwater system.
Perimeter drainage construction at a six-field baseball complex in Walnut Grove, GA. The fields utilized 8-inch drainage systems that transitioned to 12-inch pipe for connection into the existing stormwater infrastructure.
Football field construction in Gainesville, GA, showing grading and site preparation during development of the playing surface. J Wells provided earthwork and precision grading as part of the sports field construction project.
