Local News
Kristie Atwood vs. Warren County Building Department
After some exchanges in a “loud tone” over the phone with Ms Atwood’s attorney David Silek over not properly notifying him of the hearing, the meeting was started. Two Board members, George Cline and David Buracker recused themselves and stepped down from the platform. After nearly an hour of discussion, the appeal was postponed until July 18, 2019.
The Royal Examiner’s camera was there:
Here’s the report from ABLE Building Inspection:
First, David P. Rushton from ABLE provided a summary list for the appeal session on a few of the report item numbers that he believed would be of concern to David Beahm County Building Inspector. Mr Rushon stated that Mr. Beahm would not interested in cosmetic or aesthetic concerns as a building official, that he would be primarily concerned with construction deficiencies and possible code violations. Rushon said, “Of course, Mr. Beahm will have his own thoughts about the issues in your home. This is just my idea of the issues that may be of concern to him”.
These numbers reference the main report provided below:
2, 5, 6, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 31, 33, 37, 38, 40, 41, 43, 48, 49, 50, 52, 53, 55, 56, 57, 58, 59, 61, 63, 69, 70, 76, 79, 80, 82, 84, 85, 87, 88, 89, 90, 92, 93, 94, 95, 96, 99, 100, 101, 102, 103, 106, 111, 116, 118, 119, 120 and 125.
This is the first report provided by ABLE Inspection on September 11, 2017:
Time Start: 9:45 AM Time Finish: 6:15 PM
Weather: Cloudy, temperature about 65⁰ F.
Click here to download photos.
General Notes
A. Directions, e.g. front, rear, left and right, are as viewed from the street facing the front of the house.
B. The inspection was limited by belongings and storage in the home and garage.
C. This report was prepared with the following information:
i. Meeting with Kristie Sours Brown on September 20, 2017,
ii. Copy of construction plans provided by Ms. Sours Brown,
iii. Copy of construction plans files and approved by Warren County, VA,
iv. LP SmartSide Install Instructions Strand,
v. LP SmartSide Trim and Soffit Install Instructions, and
vi. The 2009 Virginia Residential Code.
D. The final building inspection was issued on July 18, 2016.
Contract Administration
1. The construction contract was issued by Buracker Construction, LLC, and signed by Martha A. Buracker. Buracker Construction, LLC, is not registered as a licensed contractor in Virginia.
2. The building permits for the construction of the home were issued by the Warren County Building Department on or about July 22, 2017 to the applicant, Buracker Construction, LLC, a business entity that does not have a valid contractor’s license.
3. The construction contract calls for written and signed change orders for all contract changes. There were numerous plan and material specification changes through the course of the contract. No written changes orders were provided by Buracker Construction, LLC.
4. The construction contract specifies an initial draw payment, a payment when the house is one half complete and a final draw upon completion. Overages or refunds were to be adjusted at closing. Eight actual draws were provided during the course of construction.
Structure and Framing
5. The garage roof trusses are not 12 in 12 pitch as shown on the building plans. OSB flooring was installed on the roof trusses for storage accessed by pull down stairs into the garage. Per information from Ms. Sours Brown, the attic storage room and stairway shown in the original plan were to be installed with conventional framing. The finishes for the garage storage room were the only items that were to be deleted from the construction specifications. All other construction in this area was to remain as originally specified. No change orders were provided to document this construction change.
6. Diagonal bracing is recommended for the garage roof truss system and the upper, main attic conventional framing system.
7. The upper roof framing is 16” on center. 24” on center was specified for the framing in the plans.
8. There were signs of moisture through the foundation walls in the cold cellar. The foundation insulation installed on the inside of the basement walls limited the inspection of these walls for moisture penetration concerns.
9. Cardboard was visible under the cold cellar roof structure steel pans. This may cause settling of the concrete slab above and be an attractant for termites. The cardboard should be removed and metal shims or non-shrink grout installed in any openings created by the cardboard removal.
10. The joist hangers are missing fasteners and adhesive at the basement stairway.
11. The floor and roof support beam bearing is inadequate at the right side porch. The design size of this beam should be confirmed by a registered design professional.
12. The post for the porch roof is not properly supported on the beam below the porch floor.
13. The support for the ends of the diagonal beam under the front deck is inadequate.
14. Joist hangers are missing at the diagonal beam at the front right corner of the porch floor.
15. The porch posts have no restraint against vertical uplift or horizontal forces at their connection to the patio slab.
16. The porch posts have structural screws installed diagonally as restraint against vertical uplift at the lower connections to the deck. Are these screws rated for uplift in this installation? Evaluation by a registered design professional is recommended.
17. The porch posts and diagonal bracing are secured to the roof beam with finish nails. No structural fasteners are visible in these connections. Evaluation by a registered design professional is recommended.
18. One support post was cut too short for the beam under the front porch. Shims were installed under the beam. These shims were not installed vertically and will shrink allowing the beam to settle more at this post than the others.
19. The access to the rear attic is not a minimum of 20” wide.
20. A ceiling joist is cut with no header at the fireplace chimney through the rear attic.
Exterior
21. The installation of the exterior LP Smartside siding and trim materials does not comply with the manufacturer’s installation instructions.
22. The concerns with the LP Smartside installation are:
a. Flashing is missing at the horizontal siding joints on the gable ends,
b. Some fasteners do not appear to be galvanized or stainless steel in an exterior installation,
c. The fastener installation for the trim does not comply with the manufacturer’s nailing instructions,
d. The fasteners for the trim were not installed flush but were overdriven in past flush,
e. 1” minimum space was not provided between the concrete patio, the siding and trim,
f. The required 3/8” space at butt joints in the siding and at joints between the siding and window and door trim, and inside and outside corner trim has not been provided,
g. The cut ends of the siding and trim have not been sealed,
h. The siding and trim joints have not all been caulked,
i. A minimum clearance of 6” between the siding and grade has not been provided,
j. The siding projects past the corner trim on the garage,
k. The siding trim is in direct contact with the stone veneer of the fireplace chimney, and
l. The gutters do not terminate at least 1” away from the siding. The siding and trim installation problems will affect the manufacturer’s warranty on the products.
23. The porch guardrail posts do not extend through the decking and are not fastened to the structure except with diagonal finish nails. Finish nails are not considered to be structural connectors in guardrail applications. The wood members of the guardrail have shrunk and are no longer tight. The guardrail should be designed to withstand 200 pounds of horizontal force at any location and 50 pounds of horizontal force per linear foot of railing.
24. The porch floor trim boards are loose and twisting.
25. Siding batten spacing is 24” apart. Ms. Sours Brown was shown several houses by Martha Buracker and was told that the siding and trim installation would match that of the other houses. The example houses had the battens spaced 16” apart per Ms. Sours Brown.
26. Board and batten siding was not installed on the right garage gable wall. Horizontal siding was installed on this gable wall.
27. The aluminum cap trim is not cut tightly to the wood posts. The gaps have not been caulked.
28. The aluminum trim is wavy and loose.
29. The cap trim repair where the posts were relocated on the rear and right side porches does not match the other trim.
30. The aluminum trim is buckled and dented on the garage door frames.
31. The flashing is lifted and loose at the chimney.
32. The stone veneer and mortar on the chimney is bleeding onto the chimney and the adjacent roof shingles. The stone veneer is bleeding onto the porch floor.
33. Head flashing was not found above the front circle head window. Water stains are visible in the interior finishes around this window.
34. The pre-finish on the LP siding has been damaged in numerous locations.
35. The touch ups of the LP siding paint do not match the original finish.
36. Sealant is missing on the left side of the right front dormer.
37. The stair stringer attachment at the both porch steps is inadequate. The front porch steps are settling and pulling away from the porch. Metal stair hangers are recommended. This is a safety concern.
38. No foundation was provided at the stair stringers to support the stairs.
39. The front porch steps do not flare out as specified in the construction contract addendum.
40. Some fasteners in the cedar porch posts and trim appear to be corroding prematurely. Stainless steel or double dipped galvanized fasteners are recommended with cedar due to the natural acids in the wood that contribute to its’ weather resistance.
41. No foundation to frost line was found below the rear patio slab that was poured between the basement cool storage room and the garage.
42. The right side porch floor does not overhang the concrete block foundation wall. Water is running from the floor and wall above down the foundation wall. The parging on the wall is subject to freeze/thaw damage in this area.
43. No drain holes were found at the base of the masonry wall on the rear porch.
44. The cap has not been installed on the right side rear porch wall.
45. The front entry door latch is broken.
46. The master bathroom exterior door knob handle is loose and comes off.
47. The master bathroom exterior door deadbolt does not lock.
48. The rear porch has no screened in section as shown in the plans.
49. The rear porch has no bay style bump out for the roof and floor as shown in the plans.
50. No windows were installed in the garage upstairs gable end walls.
51. The basement entry door lock is damaged.
52. The basement door threshold has not been secured or sealed to the concrete floor.
53. The rear garage entry door threshold has not been secured or sealed to the floor.
54. The rear porch concrete slab projects past the end of the side deck.
55. The rear left corner of the patio by the garage is settling excessively.
56. Grading and drainage at the front does not slope away from the foundation a minimum of 6” in the first 10’ especially under the front porch.
57. The stone veneer is set tightly to the roof shingles at the chimney. A minimum space of 1” is recommended in these intersections. Weep screeds were not found at this location.
58. Kick out flashings are missing at the breezeway roof into the garage and house walls.
59. The openings in the basement foundation wall at the door and windows have not been covered with stucco. The stucco mesh does not extend over the joints between the foundation wall and wood frame. This joint will crack immediately and re-crack after every repair.
60. The rear entry door is scratched.
61. A concrete form board has not been removed outside the basement entry doors.
62. The contract plans call for cedar ceiling on the porch. Vinyl ceiling panels were installed.
63. The dirt and masonry demolition and construction debris was pushed over a hill. It does not appear to be buried. Large pieces of concrete and concrete block are visible in the debris.
64. The driveway does not have the final grading completed. The front lawn drains across the driveway causing erosion and chronic maintenance in this area.
65. Final grading, seeding and straw cover were completed but the grass failed to grow. The final grading was not completed per the discussion between David Buraker, George Cline, the excavating subcontractor, Vincent Atwood, Jr.and Kenny Sours, Kristie’s father. The yard has areas that remain wet in spring and wet weather.
Roofing
66. The left side porch roof shingles are stained from the air conditioning condensate draining onto the shingles. Replace the stained shingles is recommended.
67. The roof flashing has been sealed with roof cement at the lower ends of the front dormers.
68. The downspout is dented at the front left corner of the garage.
69. A roof/ wall vent has not been installed at the front porch per the plans.
Plumbing
70. The plumbing vent pipes should be supported every 4’ through the main attic and pitched to drain down into the drain system.
71. The tub faucet spout is loose in the upstairs right bathroom.
72. The front shower handle is loose in the master bathroom.
73. An access panel was not found for the tub motor.
74. The toilet seat is broken in the master bathroom.
75. The laundry and whirlpool tub plumbing are located on exterior walls and subject to freezing.
76. A tempering valve was not found for the master bathtub. This is a potential scald hazard.
77. The two stage toilet in the powder room does not refill properly.
78. The upstairs bathroom toilet was running during the inspection. It needed the handle to be jiggled to stop the water flow.
79. The basement floor drain is not accessible under the heat pump air handler. This is a maintenance concern.
80. The frost-free hose bib near the basement entry door freezes in winter. The bib is not pitched to drain water down and out of the fixture.
81. The foundation drain outlet is damaged and restricted in the right side yard.
Electrical
82. A single, small gauge copper wire is running through the garage attic to the electrical panel. This may be a bonding wire for the whirlpool tub. Small gauge wires are required to be protected with running boards when installed across framing members through an accessible attic.
83. The electrical panels were installed in the side wall of the garage rather than in the basement per plan/contract reference.
84. A GFCI receptacle is recommended in the basement for the water conditioning equipment.
HVAC
85. The exterior fireplace glass doors were binding and not closing. The fireplace doors shattered during the third use of the fireplace.
86. The fireplace in family room is different manufacturer and model than shown on the receipt from Acme Fireplaces.
87. Family room fireplace damper is damaged and not closing tightly.
88. The interior of the family room fireplace is damaged and bent at the damper/ chimney pipe connection at the top of the firebox. This is an unsafe condition (fire hazard).
89. The family room fireplace refractory lining is significantly damaged and cracked.
90. Significant smoke evidence and heat damage is visible on the exterior metal and stone veneer of the family room fireplace.
91. The glass doors are not installed on the family room fireplace. The doors were damaged during the second use of the fireplace.
92. The family room fireplace chimney system does not match fireplace itself but is made by a different manufacturer. Metal fireplace and chimney systems are tested and listed as complete systems. This is an inappropriate installation and an unsafe condition.
93. There is less than the 2” required minimum spacing between the living room fireplace metal chimney system, the roof framing and fiberglass insulation in the attic.
94. The upstairs heat pump primary condensate drain in the attic discharges through the attic side wall and onto the porch roof below. The condensate drain line should be brought down through the interior of the home and discharge into the sump pump or outside onto the ground.
95. The insulation is incomplete at the refrigerant line to the air handler in the attic.
96. The flexible duct in the basement was not fully extended. This is a manufacturer’s installation instruction and system efficiency concern.
97. The heat pump disconnects are located behind the exterior equipment. Access to the disconnects is restricted.
98. The wood fired boiler noted in the extra cost addendum was not installed.
Interior
99. The stair riser heights differ by more than 3/8” from the house into the garage. The top riser height exceeds 8 ½” measured to the top of the door threshold.
100. The attic pull down stairs are missing fasteners to secure the stair frame to the garage ceiling framing. This is a safety concern.
101. The attic stairs, wood corner trim and plastic access panel breech the fire separation between the garage and the attic. This is a fire safety concern.
102. The access to the rear portion of the upper attic should be at least 20” wide.
103. Have the garage roof trusses been designed to accommodate anticipated storage loads?
104. 7/16” thick oriented strand board has been installed for storage across the garage ceiling trusses spaced 24” apart. This material is not intended for use as flooring. It may break under storage or personnel loads creating a safety concern.
105. No shelving was installed in the basement or garage.
106. Firesafing material has not been installed in the following locations:
a. At the fireplace chimney firestops in the attic, and
b. The electrical cables into the attic (visible above the main panel), and
c. At the tub drain in the basement.
107. The interior drywall finishing and painting is incomplete at the upstairs left bathroom and the upstairs family room wall. Touch up of all drywall and paint was to be provided by Buracker Construction LLC per Kristie’s conversation with Martha Buracker.
108. A square shoe molding has been installed throughout the house at the base moldings on the hardwood and tile floors. This square profile is difficult to clean. A ½ x ¾” tapered shoe molding is typically installed at this location.
109. The entry foyer wood floor is stained in front of the powder room wall from a toilet that was stored on the wood floor.
110. The ceramic tile is loose at the rear of the master bathtub platform.
111. The master walk-in closet does not have adequate space between the rods and shelves to hang clothes and walk between the clothes.
112. Several windows are stuck and/or binding. Adjustments are recommended.
113. Three pocket doors were specified in the contract. No pocket doors were installed in the home.
114. The tile work in all the bathrooms was repaired several times during the final completion of the home. The tile in the master bath shower is misaligned and out of square. The niche in the shower wall has a joint at the sill that will permit water to enter the wall behind the tile.
115. The root cellar in the basement measured 6 x 6 ½’. The contract calls for a 6 x 8’6” room.
116. The door thresholds were not cut out in the basement interior walls. This is a trip hazard.
Kitchen, Baths, Insulation and Ventilation
117. The insulation has been displaced in the garage and upper attics. This lessens the performance of the insulation and increases the heating and cooling costs of the home.
118. The bathroom fans from both upstairs baths vent into the upper attic. Exterior terminations are required for both fans.
119. No exterior termination was found for the master bathroom exhaust fan.
120. Insulation is missing on both attic hatches and the bathroom bay cantilever.
121. The floor is loose in the kitchen cabinet mounted over the refrigerator.
122. The right side of the kitchen cabinet over the refrigerator is damaged by a nail.
123. An anti-tip bracket should be installed on the kitchen range. This is a safety concern.
124. The flexible dryer vent is restricted behind the dryer.
125. Foam insulation is exposed on the basement wall behind the heat pump air handler. Foam insulation should be covered per the manufacturer’s requirements.
126. Foam insulation should be installed on the ceiling and walls of the root cellar and covered with 1/4” tile backer board to provide a non-combustible, water and mold resistant finished surface.
If you have any questions about the above information, please do not hesitate to contact me.
Sincerely,
David P. Rushton
President
ABLE Building Inspection, Inc.
(540) 636-6200
Virginia Licensed Home Inspector
New Residential Structures License #3380 000161 NRS
Click here to download photos.
Board of Building Code Appeals
Pursuant to Section 36-105 of the Code of Virginia, there shall be established within each local building department a local board of Building Code appeals which hears and determines appeals from any order, requirement, decision, or interpretation made by the Building Official or his agent in the administration or enforcement of the Virginia Statewide Building Code. Any person aggrieved by the local building department’s application of the Building Code or refusal to grant a modification to the provisions of the Building Code may appeal to the local board of Building Code appeals.
Local News
POLICE: 7 Day FRPD Arrest Report 4/28/2024
Front Royal Police Department’s arrest report for the past 7 days:
Local News
VDOT: Warren County Traffic Alert for May 6 – 10, 2024
The following is a list of highway work that may affect traffic in Warren County during the coming weeks. Scheduled work is subject to change due to inclement weather and material supplies. Motorists are advised to watch for slow-moving tractors during mowing operations. When traveling through a work zone, be alert to periodic changes in traffic patterns and lane closures.
*NEW* or *UPDATE* indicates a new or revised entry since last week’s report.
INTERSTATE 66
*NEW* Mile marker 0 to 15, eastbound and westbound – Overnight alternating lane closures for pavement marking installations, 8 p.m. to 4 a.m. Monday and Tuesday nights.
*NEW* Mile marker 0 to 2, eastbound – Right shoulder closures for utility work, 7:30 a.m. to 7 p.m. through May 31.
*NEW* Mile marker 8 to 7, westbound – Right shoulder closures for sign work, 8 a.m. to 5 p.m. Monday through Friday.
Mile marker 9 to 7, westbound – Overnight right lane closures at Shenandoah River bridge for utility work, 8 p.m. to 5 a.m. through Thursday night.
INTERSTATE 81
*UPDATE* Mile marker 299 to 300, northbound – Overnight alternating lane closures for overhead sign repairs, 8 p.m. to 4 a.m. Monday night.
Mile marker 299 to 300, northbound – Right shoulder closures for utility work, 7:30 a.m. to 7 p.m. through May 31.
Mile marker 299 to 300, northbound and southbound –Overnight lane closures and traffic-lane shifts as needed, 8 p.m. to 7 a.m. through December 2024. Shoulder closures 24/7. Work zone speed limit: 55 miles an hour. Work is related to southbound acceleration ramp extension and bridge widening, with estimated completion in late 2024.
PRIMARY ROADS
*NEW* Route 55 (John Marshall Highway) – Flagger traffic control between Front Royal town limits and Route 647 (Dismal Hollow Road) for guardrail upgrades, 8 a.m. to 3 p.m. Thursday (May 2) and Tuesday (May 7).
*NEW* Route 340 (Stonewall Jackson Highway) – Flagger traffic control between Route 674 (Limeton Church Road) and Route 607 (Rocky Lane) for pipe replacement, 7 a.m. to 5 p.m. May 7 – May 14.
SECONDARY ROADS
Route 658 (Rockland Road) – Closed to through traffic between Route 340/522 (Winchester Road) and Route 705 (Fishnet Boulevard) for the construction of a bridge over Norfolk Southern Railway. Estimated completion December 2025.
Vegetation management may take place district-wide on various routes. Motorists are reminded to use extreme caution when traveling through work zones.
Traffic alerts and traveler information can be obtained by dialing 511 or at www.511Virginia.org.
Local News
VSP Investigating I-81 Dump Truck/Sheriff’s Vehicle Accident
The Virginia State Police are investigating a two-vehicle crash on Interstate 81 in Shenandoah County. The crash occurred Friday, May 3, at 5:46 a.m. at the Route 646 overpass at the 292-mile maker of I-81.
A 2005 Kenworth dump truck was traveling north on I-81 when the driver accidentally engaged the dump bed, which raised it and caused it to collide with the bridge overpass. The collision caused the dump bed to detach from the truck, slide backward, and land on a northbound 2022 Ford Explorer, which was driven by a Frederick County Sheriff’s deputy.
The dump truck driver, Gaylon R. Miller, 71, of Toms Brook, Va., was not injured in the crash. He was wearing his seatbelt.
The sheriff’s deputy suffered minor injuries and was transported to Winchester Medical Center for treatment.
Miller was charged with reckless driving.
(From a Release by the Virginia State Police)
Local News
WCSB Approves New LFK Principal; Accepts Scholarships for Baseball, Softball Seniors
The Warren County School Board unanimously approved the appointment of a new principal who will take over at Leslie Fox Keyser (LFK) Elementary School starting this summer and accepted baseball and softball scholarships being offered by the Front Royal Cardinals for four seniors attending Warren County Public Schools (WCPS).
Board chair Kristen Pence, vice chair Antoinette Funk, and board members Andrea Lo, Thomas McFadden, Jr., and Melanie Salins, during their regular meeting on Wednesday, May 1, voted 5-0 to have Jennifer Cameron appointed as the LFK principal effective July 1.
“Ms. Cameron is an experienced educator and leader in Warren County,” said WCPS Superintendent Christopher Ballenger in recommending her appointment to the School Board.
Previously, Cameron has taught as a fourth- and fifth-grade teacher and has experience as a literacy coach who supported grade-level teachers in her school building, Ballenger said, adding that as an administrator, Cameron has served as the dean of students and as an assistant principal.
“During her years of service, Ms. Cameron was selected as the Rotary Teacher of the Year in 2008 and was the [WCPS] Elementary Teacher of the Year in 2015-2016,” he added.
As a leader, Ballenger also said that Cameron has been integral in transforming E. Wilson Morrison Elementary School and has served as the chair for the division’s Attendance Committee for the past two years.
“Ms. Cameron is a great fit for LFK, and I know that her skill set will continue to move LFK forward,” said the superintendent.
Following the board’s vote, Cameron told board members she was honored to accept the LFK principal position and said she’s excited to rejoin the Lil’ Cat family.
“Thank you for entrusting me with this opportunity to nurture young minds and to foster the continued excellence of LFK,” she said. “I look forward to working with you to continue the path to excellence at Warren County Public Schools. I’m truly humbled at this huge responsibility that you have entrusted to me, and I look forward to the coming school year and this new adventure that awaits me.”
In other action items, the School Board unanimously accepted four scholarships with gratitude from the Front Royal Cardinals and approved the donation of auditorium seating from E. Wilson Morrison (EWM) Elementary School.
Donna Settle, president of Front Royal Cardinals Baseball, a nonprofit organization that is part of the Valley Baseball League, said that as part of the group’s fundraising activities, the board will sponsor Little League for both girls and boys and will give back to the WCPS baseball and softball programs.
“This year, our board has voted to bring scholarships back to Warren County,” Settle told the board. “I know we’re a little late in the season, but we have enough money set aside for the scholarships for the 2024 student-athletes.”
There are four new $500 scholarship opportunities beginning with the Class of 2024 that are available for a Skyline baseball and softball senior who plans to continue their education and for a Warren County baseball and softball senior who plans to continue their education.
The School Board also voted 5-0 to permit two auditorium seats to be donated to Robert MacDougall, founding principal of Transform Development, a commercial landlord and developer based in the Shenandoah Valley.
Seating in the EWM auditorium, which is being renovated to provide an indoor facility for students and staff, has been removed and is set to go to auction. MacDougall offered a facility to store the auditorium seating until they could be auctioned.
With the School Board’s blessing, WCPS will now donate two seats to MacDougall, who will display them in the theater once its renovation is completed.
Regarding a request to have the Warren County Board of Supervisors (BOS) appropriate the fiscal year 2022 School Operating Fund Surplus, the School Board voted unanimously to table the item to a work session and FY2025 budget resolution.
Ballenger explained that the total fiscal year 2021-2022 school operating surplus is $973,098, and said it was being requested that the Warren County Board of Supervisors (BOS) appropriate $300,000 of the surplus to the School Transportation Fund that is held by the County and the remaining $673,098 to the School Capital Improvement Fund that is also held by the County.
The $300,000 designated for the Transportation Fund was originally included in the FY2025 Proposed School Operating Budget to purchase replacement buses and vehicle(s) but has since been removed contingent upon the funding appropriated to the Transportation Fund, he said.
Of the $673,098 requested for the County’s School Capital Improvement Fund, $40,000 was originally included in the FY2025 Proposed School Operating Budget to cover the repair/replacement of the chiller at Hilda J Barbour Elementary School and to upgrade the HVAC management systems at several schools. The remaining balance ($633,098) being requested for the Capital Improvement Fund would be requested at a future date for other capital priorities, such as the replacement of the tennis courts at the high schools.
As the budget process continues unfolding for both WCPS and the BOS, the School Board members agreed to work more on the item before taking action.
During the School Board’s community participation portion of its meeting, Leslie Mathews (above), a parent with two children attending Skyline Middle School, said that some of the School Board members are using the concerns expressed through emails by parents as “a crutch” for their own political motives. She called it a disgrace.
“I and we parents are only given three minutes a month [during School Board meetings] to get up here and express our concerns to you, or we’re told we can email you,” said Mathews. “But I no longer trust that method of emailing.”
Mathews, who last fall unsuccessfully challenged School Board incumbent Pence for the South River School Board seat, said “it’s such a disgrace for you as a public servant to go and encourage others to FOIA the concerns of parents who are not like-minded as yourself.
“So, therefore, our concerns are going public,” said Mathews, who didn’t name names. “If we want more positive in Warren County Public Schools, then we need to start at our leadership.”
Chamber News
Front Royal Welcomes CBM Team of Supreme Lending with Enthusiasm and Optimism
Front Royal, Virginia, celebrated a significant business merger that marks a promising future for local economic development. The CBM Team, a longstanding local business entity, has officially joined forces with Supreme Lending, expanding its reach and capacity to serve the community more effectively.
Nike Foster, Executive Director of the Front Royal/Warren County Chamber of Commerce, and Mayor Lori Cockrell welcomed the CBM Team to our community. The event underscored a vibrant community spirit and the potential for economic growth. Byron Biggs, Chairman of the Chamber, highlighted the merger as a symbol of positive evolution in the local business landscape. It is now poised to extend its influence beyond Virginia.
Mayor Cockrell shared personal anecdotes, reflecting on the profound local ties and the exceptional character of the individuals involved, particularly noting the entrepreneurial spirit of Cory Michael, a former student of hers and now a regional manager for Team CBM. Her words painted a picture of a community that values deep personal connections and collective growth.
The merger promises substantial benefits to Front Royal, bringing enhanced services and opportunities for home ownership that were previously out of reach for many residents. This union is a merger of two companies and a fusion of cultures and aspirations, aiming to enrich the local community while maintaining the cherished CBM brand identity.
Attendees left the event with a sense of excitement and anticipation for the future, confident in the continued prosperity and communal strength of Front Royal.
Local News
Congratulations to Warren County High School Seniors – Class of 2024
Royal Examiner presents the Warren County High School Class of 2024. Congratulations to these wonderful seniors on their hard work and deserved accomplishments! We wish you the best in your next big endeavors. Photos courtesy of Victor O’Neill Studios and Tolliver Studios, LLC.
If your Warren County senior is not listed, please send in their Name and Senior Picture to news@royalexaminer.com.