10054_LHB Plant 1_Wkpln_20190326

Via Email
March 26, 2019
hart hickman
SMARTER ENVIRONMENTAL SOLUTIONS
North Carolina Department of Environmental Quality
Division of Waste Management — Brownfields Program
1646 Mail Service Center
Raleigh, North Carolina 27699-1646
Attn: Ms. Sharon Eckard
Re: Brownfields Sampling Work Plan — Revision 1
Lexington Home Brands Plant # 1
Lexington, North Carolina
Brownfields Project No. 10054-06-029
H&H Job No. CLX-003
Dear Sharon:
1.0 Introduction
On behalf of the City of Lexington (the Prospective Developer or PD), Hart & Hickman, PC
(H&H) has prepared this Work Plan to conduct Brownfields sampling activities at the Lexington
Home Brands Plant #1 (LHBP) Brownfields property located at 411 South Salisbury Street in
Lexington, Davidson County, North Carolina (subject Site or Site). The Site consists of seven
parcels of land that totals approximately 20.5 acres and historically operated as a furniture
manufacture dating back to the early 1900s. A Site vicinity map is provided as Figure 1.
A Brownfields agreement for the Site was executed on April 14, 2016. On September 29, 2016,
an Environmental Management Plan (EMP) was approved by the DEQ Brownfields Program
specifically for redevelopment of an approximate 5.45-acre parcel located in the northeastern
portion of the Site. That parcel was subsequently redeveloped as an amphitheater. In December
2017 a fire destroyed numerous building at the Site. Since that time, the PD had those buildings
razed with building debris disposed of offsite, fill material was brought onsite and portions of the
site have been graded in preparation of future site redevelopment. The PD recently contacted
2923 South Tryon Street, Suite 100 3921 Sunset Ridge Rd, Suite 301
Charlotte, NC 28203 Raleigh, NC 27607 www.harthickman.com
704.586.0007 main 919.847.4241 main

Ms. Sharon Eckard
March 25, 2019
Page 2
H&H about the activities mentioned above and H&H recommended that the DEQ Brownfields
Program be informed of these activities. As such, H&H initiated communications with the DEQ
Brownfields Program on behalf of the PD. In an email dated February 21, 2019, DEQ
Brownfields deemed the PD's recent redevelopment activities to be out of compliance with the
Site's Brownfields agreement. Specifically, actions deemed out of compliance include
conducting redevelopment activities without a DEQ Brownfields approved EMP, and import of
fill material to the Brownfields property without proper assessment of the fill material's origin.
To address the non-compliance actions, DEQ Brownfields has asked the PD fulfill the
aforementioned obligations and provide documentation of all redevelopment activities that have
taken place at the Site since the execution of the Brownfields agreement, including response and
clean-up efforts associated with a December 2017 structure fire. Based on DEQ's requirements,
a summary of recent redevelopment activities and proposed import fill soil assessment activities
are provided below. Please note that an EMP for future redevelopment activities is currently
being prepared and will be provided under separate cover for DEQ Brownfields approval.
2.0 Recent Site History and Redevelopment Activities
On December 19, 2017, the City of Lexington Fire Department (City FD) responded to two
structures fires located at 313 S. Railroad Street and 209 E. 3rd Avenue in Lexington, North
Carolina. H&H obtained incident reports for the fires following a February 25, 2019 Public
Records Request with the City of Lexington. According to Incident Report 1729252 for the fire
at 313 S. Railroad Street, approximately 1,200,000 gallons of municipal water was used to
extinguish the fire. No other suppression materials (foams, etc.) were documented in the
incident report. According to Incident Report 1789184 for the fire at 209 E. 3rd Avenue, the fire
was allowed to extinguish without suppression materials. Neither incident report referenced any
tank, vessel, or other chemical or fuel containers were impacted during the fires. Copies of the
incident reports are included in Appendix A.
S:\AAA-Master Projects\City of Lexington - CLX\CLX-003\Brownfields Assessment Work Plan\REV 1 to hart : h i c k m a n
DEQ 3-25-2019\Brownfields Work Plan Rev 1 LHBP (BPN 10054-06-029)_20190326.doc
SMARTER ENVIRONMENTAL SOLUTIONS

Ms. Sharon Eckard
March 25, 2019
Page 3
In preparation for demolition activities prior to Site redevelopment, the PD contracted with Mr.
Michael Bullard (North Carolina Accredited Asbestos Project Designer No. 40469) of
MGB2000 LLC to develop an Asbestos Abatement and Disposal Plan. The Asbestos Abatement
and Disposal Plan was dated May 14, 2018 and documents procedures for handling Thermal
System Insulation (TSI), flooring, and transite siding from select locations ("cafeteria building
and railroad side of building") at the Site. Based on information provided by the PD and in
available inspection reports, asbestos abatement activities were conducted by Clear Site
Industrial from August 2018 through November 2018. Copies of the May 14, 2018 Asbestos
Abatement and Disposal Plan and asbestos abatement inspection reports are included in
Appendix B.
Following asbestos abatement activities, 4 Seasons Demolition Inc. (4 Seasons) conducted
demolition of Site structures and surface foundation pads from October 1, 2018 through January
21, 2019. According to information provided by the PD's redevelopment consultant, Mr. Monty
Taylor of J.S. Held, all demolition debris was removed from the Site and taken to the Davidson
County Landfill. Additionally, it was reported by Mr. Taylor that no obvious signs of impacted
soil were observed during demolition activities. The Davidson County Landfill is a permitted as
a Subtitle D and Municipal Solid Waste (MSW) landfill. H&H has requested demolition
disposal records to be provided by the PD or the PD's demolition contractor. These records will
be provided to DEQ Brownfield upon receipt.
Grading activities were conducted at the Site from January 28 through February 5, 2019.
According to information provided by the PD's grading contractor, 4 Seasons, approximately
11,000 cubic yards (cy) of fill material was imported to the Site from 838 Koontz Road in
Lexington, North Carolina (borrow pit) from January 17 through February 5, 2019. The fill
material was reportedly stored within the limits of the grading area. The grading area is shown
on Sheet 6 of the PD's redevelopment plans and is included in Appendix C.
In addition to the approximately 11,000 cy already imported to the Site, approximately 500
additional cy may be necessary to complete site grading. If warranted, the additional import fill
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DEQ 3-25-2019\Brownfields Work Plan Rev 1 LHBP (BPN 10054-06-029)_20190326.doc
SMARTER ENVIRONMENTAL SOLUTIONS

Ms. Sharon Eckard
March 25, 2019
Page 4
will be obtained from the borrow pit but will be contingent upon analytical results following
approval of a sampling and analysis plan approved by the DEQ Brownfields Program. According
to information provided by the borrow pit's property owner, Mr. Corey Simerson, borrow pit soil
had been placed on his property prior to his ownership in March 2014. Additionally, Mr.
Simerson reported that he has no knowledge of the borrow pit ever being sampled for chemical
analyses. However, Mr. Simerson indicated that the borrow pit soil had originated from
construction activities conducted at the Davidson Water Plant (388 Koontz Road). Since Mr.
Simerson's ownership in 2014, the property has been used for residential and agricultural (row
crops of soy bean and corn) purposes. A figure showing the borrow pit's location from the
Davidson County North Carolina Geographic Information System (GIS) mapping system is
included in Appendix D.
3.0 Import Fill Soil Assessment Activities
3.1 Import Fill Soil Sampling Activities
The proposed import fill soil assessment activities will be performed in general accordance with
the DEQ Inactive Hazardous Sites Branch (IHSB) Guidelines for Assessment and Cleanup
(Guidelines) dated October 2015 and the most recent versions of the U.S. Environmental
Protection Agency (EPA) Region IV Science and Ecosystem Support Division (SESD) Field
Branches Quality System and Technical Procedures guidance. Prior to conducting field
activities, H&H will contact North Carolina 811 One -Call, the public utility locator service, to
mark subsurface utilities at the Site.
H&H proposes to advance up to 18 soil borings using a decontaminated stainless -steel hand
auger. The approximate locations of the proposed soil borings are shown on the PD's attached
Final Grading Plan (West and East) in Appendix C, and are based on information provided by
the PD's grading contractor. Please note that proposed sampling locations may be potentially
altered in the field if warranted by observed field conditions (i.e. if native soil is encountered).
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DEQ 3-25-2019\Brownfields Work Plan Rev 1 LHBP (BPN 10054-06-029)_20190326.doc
SMARTER ENVIRONMENTAL SOLUTIONS

Ms. Sharon Eckard
March 25, 2019
Page 5
The soil borings will be advanced to depths ranging from approximately 1 to 8 ft bgs utilizing a
decontaminated stainless -steel hand auger. Continuous soil samples will be collected from the
center of the hand auger bucket at each boring. Soil samples will be logged for lithological
description and field screened for indication of potential impacts by observation for staining,
unusual odors, and the presence of volatile organic vapors using a calibrated photoionization
detector (PID). Soil samples will be collected from approximately 1-3 ft bgs from 18 borings.
In addition, soil samples will be also be collected from approximately 6-8 ft bgs from four (4)
borings.
In addition to on Site import fill sampling activities described above, H&H proposes to collect
one (1) import fill soil sample from the borrow pit located at 838 Koontz Road.
Following collection, all soil samples will be placed in dedicated laboratory -supplied sample
containers, labeled with the sample identification, date, and requested analysis, and placed in a
laboratory supplied cooler with ice. Soil samples will be submitted to a North Carolina certified
laboratory under standard chain of custody protocols for analysis of volatile organic compounds
(VOCs) by EPA Method 8260, semi-VOCs (SVOCs) by EPA Method 8270, and Resource
Conservation and Recovery Act (RCRA) metals plus hexavalent chromium by EPA Methods
6020/7471/7199, and polychlorinated biphenyl (PCB) Aroclors by EPA Method 8082A.
Depending on the results of the PCB Aroclor analyses, one sample will also be analyzed for PCB
congeners by EPA Method 1668A.
Following sampling activities, the soil borings will be properly abandoned by placing soil
cuttings back in their respective boreholes. The surface will then be repaired similar to pre -
sampling conditions. Additionally, the soil sample locations will be estimated using a hand-held
Global Positioning System (GPS) unit.
H&H anticipates completing the import fill soil assessment activities within approximately two
weeks of DEQ Brownfields approval of this Work Plan.
S:\AAA-Master Projects\City of Lexington - CLX\CLX-003\Brownfields Assessment Work Plan\REV 1 to h a i L: h i c k m a n
DEQ 3-25-2019\Brownfields Work Plan Rev 1 LHBP (BPN 10054-06-029)_20190326.doc
SMARTER ENVIRONMENTAL SOLUTIONS

Ms. Sharon Eckard
March 25, 2019
Page 6
3.2 Quality Assurance/Quality Control Samples
Non -dedicated equipment and tools will be decontaminated prior to use at each boring or
sampling location or following exposure to soil samples. For quality assurance and quality
control purposes (QA/QC), one trip blank will be submitted for analysis of VOCs by EPA
Method 8260 for each shipment that contains samples for VOC analysis. To evaluate the
reproducibility of the sample results, H&H will collect two duplicate soil samples for the same
laboratory analyses as the parent samples. One duplicate soil sample will be collected from
shallow soil in the west side of the grading area and one duplicate soil sample will be collected
from deeper soil in the east side of the grading area.
Laboratory QA/QC procedures will be employed to ensure appropriate sample handling and
analysis and to aid in the review and validation of the analytical data. QA/QC procedures will be
conducted in accordance with the method protocols and will include regular equipment
maintenance, equipment calibrations, and adherence to specific sample custody and data
management procedures. Samples will be analyzed in conjunction with appropriate blanks,
laboratory duplicates, continuing calibration standards, surrogate standards, and matrix spiking
standards in accordance with approved methodologies to monitor both instrument and analyst
performance. Laboratory reporting limits for each analyte will be at or below the DEQ IHSB
Residential Preliminary Soil Remediation Goals (PSRGs) , where possible. Additionally, H&H
will request that the laboratory include estimated concentrations for compounds that are detected
at levels above the laboratory method detection limit, but below the laboratory reporting limit
(i.e., J flags).
The laboratory analytical data report and QA package for each group of samples submitted to
and analyzed by the subcontracted laboratory will be provided in an appendix to the final report.
Laboratory QA data consistent with Level II documentation will be requested for this project. A
copy of the completed chain -of -custody record and shipping receipt will be appended to the
corresponding laboratory analytical report included with the final report.
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DEQ 3-25-2019\Brownfields Work Plan Rev 1 LHBP (BPN 10054-06-029)_20190326.doc
SMARTER ENVIRONMENTAL SOLUTIONS

Ms. Sharon Eckard
March 25, 2019
Page 7
3.3 Investigation Derived Waste
Investigation derived waste (IDW) generated during the assessment activities will be thin spread
on -Site. However, if significant impacts are suspected (i.e., high PID readings, free -product,
etc.) the soil cuttings will be containerized in 55-gallon drums and staged on -Site pending
analytical results of composite IDW samples. IDW generated during the proposed assessment
activities will be managed in accordance with DEQ IHSB and EPA Region IV guidance.
3.4 Reporting
Following completion of the import fill assessment activities and receipt of the analytical data,
H&H will document our findings in a Brownfields Assessment Report. The report will be sealed
by a North Carolina Licensed Professional Geologist and will include a description of the
sampling activities, a figure depicting sample locations, soil boring logs, laboratory analytical
data, a discussion of the data in comparison to DEQ IHSB Residential PSRGs, IDW manifests (if
applicable), and conclusions and recommendations concerning our activities. In addition, soil
sampling laboratory analytical data will be evaluated using the most recent version of the DEQ
risk calculator. The risk evaluation will be conducted by using the maximum concentrations of
identified compounds as a hypothetical "worst -case" scenario. H&H estimates the Brownfields
Assessment Report can be provided to DEQ Brownfields within approximately two weeks of
receipt and validation of the laboratory analytical data.
Please contact us if you have any questions or require additional information.
Sincerely,
Hart & Hickman, PC
6�,< zon L - M 0 AiV
Leonard Moretz, PG, RSM
Senior Project Manager
Attachments
Justin Ballard, PG
Senior Project Geologist
S:\AAA-Master Projects\City of Lexington - CLX\CLX-003\Brownfields Assessment Work Plan\REV 1 to
DEQ 3-25-2019\Brownfields Work Plan Rev 1_LHBP (BPN 10054-06-029)_20190326.doc
hart hickman
SMARTER ENVIRONMENTAL SOLUTIONS

Appendix A
Fire Incident Reports
hart hickman
SMARTER ENVIRONMENTAL SOLUTIONS

FirePrqgrams I.
SOFTWARE
OEPENOABLE TECHNOLOGY - UNPARALLELED SERVICE
Incident Report: 1
Incident Number Date/Time Exp # Incident Type
1789184 12/19/2017 0 111 - Building fire
Times:
Dispatch/Alarm Enroute Arrival Controlled Last Unit Cleared
12/19/17 01:40:24 12/19/17 01:42:43 12/19/17 01:45:03 12/19/17 02:50:00 12/19/17 05:51:50
Location:
209 E 3RD AVE, LEXINGTON, NC 27292
February 26, 2019 12:53 Page 1 of 11

Alarms:
1
Shift:
A Shift
Station:
Station 1
Property Use:
891 - Warehouse
Mixed Use Property:
Incident Details: 1789184
District: Sta 1 01
Township: LEXINGTON
Census Tract:
Haz Mat Release:
Detector Status:
Estimated Dollar Value and Losses
PRE -INCIDENT VALUES LOSSES
Property $1505200 $20000
Contents $0
Incident Actions
11 - Extinguishment by fire service personnel
February 26, 2019 12:53 Page 2 of 11

Incident Fire Details: 1789184
Property Details
Total Number of Buildings Involved in Fire: 1
Is it a Residential Property?: False
If True, Number of Residential Units:
On Site Materials
material; Storage;
315 - Sawdust, wood chips 1 - Bulk storage or warehousing
Ignition
Area of Origin: UU - Undetermined
Type of Material:
Heat Source: UU - Undetermined
Cause of Ignition: 5 - Cause under investigation
Item First Ignited: UU - Undetermined
Factors Contributing to Ignition
UU - Undetermined
Human Factors Contributing to Ignition
N - None
Equipment Details
Equipment Involved:
Brand:
Model:
Equipment Power Source:
Equipment Portability:
Suppression
Serial Number:
Year:
Acres Burned:
Water Usage: Foam A Usage: Foam B Usage:
Suppression Factors
NNN - None
Structure Fire
February 26, 2019 12:53 Page 3 of 11

Incident Fire Details: 1789184
Structure Details
Structure Type: 1 - Enclosed building Main Floor Size:
Building Status: 5 - Vacant and secured X
Building Height - Above Grade: 2 OR
Building Height - Below Grade: 1 46000 Sq. Ft.
Origin / Spread
Fire Origin Number of Stories Damaged by Flames
Floor of Origin: 1 Minor: Heavy:
Fire Spread: 4 - Confined to building of origin Significant: Extreme:
Flame Spread
Item Contributing to Spread:
Material Contributing to Spread:
Detectors
Detector Presence: N - None present
Detector Details
Type: Power:
Operation: Effectiveness:
Detector Failure Reason:
AES - Automatic Extinguishing System
AES Presence: U - Undetermined
AES Details
Type:
Operation:
Detector Failure Reason:
Number of Sprinklers
February 26, 2019 12:53 Page 4 of 11

Incident Narrative: 1789184
Title: C6Narritive
Narrative:
Reported structure fire at E. 7t" Ave. and S. Salisbury Street on December 19, 2017.
LPD on the scene advising fire was at the old Dixie plant located at 209 E. 3rd Ave. Fire
was located behind old plant at smoke stack area. I arrived on scene, established
command, and found flames and smoke showing from exterior of the silo area and the
roof section of the silo. Ladder 1 was directed to setup on Elk St and flow water over
railroad tracks and knocked fire down. While extinguishing the fire the section of roof
over silo collapsed into the silo and was contained inside same. Railroad was contacted
by CCOM to stop all trains so Engine crews gained access to silo area by cutting chain
link fence from RR track area and assisted ladder water flow operations with directing
stream to fire areas. Engine 1 crew also gained access to a doorway to the building
(side B) beside the fire area and looked inside to confirm no extension into building.
Engine 1 crew walked inside building and to the section on backside of silo (side C) and
found no fire extension to the building. All fire appeared to be contained to the silo
area. Ladder 1 personnel advised a section of roof over the boiler room area had a
small amount of smoke coming from same and appeared to be just on top of the metal
roof. Chief Hartley was on scene and conducted an observation of area via aerial view
and walked into buildings. After Chief Hartley finished his observations he advised No
way to access the roof areas due to the deterioration of the building and no one
allowed on or under the roof of the buildings. Fire was left smoldering in silo and small
amount on roof of old boiler room. Chief Hartley advised he would do fire watch
throughout the day for any signs of extension. All units were directed by Chief Hartley
to shut down and return to the station. Command was terminated.
Captain Maurice Hodges (Command 6A)
December 19, 2017
Title: JamesNarritive
Narrative:
Reported structure fire at E. Th Ave. and S. Salisbury St. LPD on the scene advising fire was at
the old Dixie plant located at 209 E. 3rd Ave. command 6 arrived on the scene confirming the
same. Arrived on scene finding fire on the exterior of the building and on the roof section of the
dust collector and silo. Set up aerial operations and utilized water tower operations to bring the
fire under control. Forced entry into the building to check for extension, no extension observed
inside of the building. Also checked the boiler room and no fire was found in this area. After fire
was brought under control monitored the building in the affected area for active fire. Fire
February 26, 2019 12:53 Page 5 of 11

Incident Narrative: 1789184
possibly extended into the dust pit area monitored area from aerial apparatus only. Building will
be monitored and evaluated to a fuller extent after daylight. Railroad was contacted during
fireground operations. Fire cause undetermined at this time.
User: RIPTSRV Communications 12/19/17 05:51:51
Event Report
Event ID: 2017-261657 Call Ref #: 954 Date/Time Received: 12/19/17 01:37:02
Service:
Rpt #: 2017-029184 Call Source: E911
Prime
Unit:
COM6 Services Involved
LAW FIRE EMS
Location:
X-ST:
E 7TH AV/S SALISBURY ST
Jur: Agency:
St/Beat: District: RA:
Business: Phone:
Nature: Alarm Lvl: Priority:
Caller:
Addr: Phone:
Alarm:
Alarm Type:
Vehicle #:
DC FIRE FIRE
ST1 ST1
P69D3-STR COMM/INDUSTRIAL 1 1 Medical Priority: 69D03
St: Report Only: No
Notes:
12/19/17 01:37:02
Times
Call Received:
Call Routed: 12/19/17 01:39:18
Call Take Finished: 12/19/17 01:39:18
1st Dispatch: 12/19/17 01:40:24
1st En -Route: 12/19/17 01:42:43
1st Arrive: 12/19/17 01:45:03
Last Clear: 12/19/17 05:51:50
Time From Call Received
000:02:16
000:02:16
000:03:22
000:05:41
000:08:01
004:14:48
Unit Reaction:
February 26, 2019 12:53 Page 6 of 11

Incident Narrative: 1789184
En -Route:
On -Scene:
000:04:39 (I st Dispatch to I st Arrive)
000:02:19
004:06:47
(IstDispatch to IstEn-Route)
(Time Held) (I st Arrive to Last Clear)
(Reaction Time)
Geo-Verified Addr.: Yes Nature Summary Code: Disposition: AC Close Comments:
Race: Sex: Age:
Call Taker:: HORRES Console: CAD2
See Event Notes Addendum at end of this report
GP: LFD1
SETTLE, GOLDIE
PASSER BY [phone]
LEX
Unit Type Description Time Stamp Comments
Close
Code User
Radio Log
Empl ID
ST1 0 D Dispatched 12/19/17 01:40:24 Stat/Beat: ST1 CGALLIMO
ST2 0 D Dispatched 12/19/17 01:40:24 Stat/Beat: ST2 CGALLIMO
ST3 0 D Dispatched 12/19/17 01:40:24 Stat/Beat: ST3 CGALLIMO
COM6 0 D Dispatched 12/19/17 01:42:43 Stat/Beat: ST1 CGALLIMO
COM6 0 E En -Route 12/19/17 01:42:43 Stat/Beat: ST1 CGALLIMO
TK2 0 D Dispatched 12/19/17 01:43:33 Stat/Beat: ST2 CGALLIMO
TK2 0 E En -Route 12/19/17 01:43:33 Stat/Beat: ST2 CGALLIMO
ST2 0 X Canceled 12/19/17 01:43:33 Cancelled by Exchange Command CGALLIMO
ENG3 0 D Dispatched 12/19/17 01:43:37 Stat/Beat: ST3 CGALLIMO
ENG3 0 E En -Route 12/19/17 01:43:37 Stat/Beat: ST3 CGALLIMO
ST3 0 X Canceled 12/19/17 01:43:37 Cancelled by Exchange Command CGALLIMO
COM6 0 A Arrived 12/19/17 01:45:03 CGALLIMO
Ll 0 D Dispatched 12/19/17 01:45:22 Stat/Beat: ST1 CGALLIMO
Ll 0 E En -Route 12/19/17 01:45:22 Stat/Beat: ST1 CGALLIMO
ST1 0 X Canceled 12/19/17 01:45:22 Cancelled by Exchange Command CGALLIMO
COM6 0 FWF (COM6) working fire 12/19/17 01:46:21 CGALLIMO
L1 0 A Arrived 12/19/17 01:47:51 CGALLIMO
CCOM1 CCOMI D Dispatched 12/19/17 01:48:21 Stat/Beat: 911 CGALLIMO
Page 1
Event ID: 2017-261657 Call Ref #: 954 P69D3-STR COMM/INDUSTRIAL at E 7TH AV/S SALISBURY ST
Unit Type Description Time Stamp Comments
Close
Code User
Radio Log
Empl ID
CCOM2 CCOM2 D Dispatched 12/19/17 01:48:21 Stat/Beat: 911 CGALLIMO
ENG3 0 A Arrived 12/19/17 01:50:45 CGALLIMO
TK2 0 A Arrived 12/19/17 01:50:48 CGALLIMO
CCOM2 CCOM2 C Cleared 12/19/17 01:50:50 AU MYOUNG
February 26, 2019 12:53 Page 7 of 11

Incident Narrative: 1789184
CCOM1 CCOMI C Cleared 12/19/17 01:50:50 AU MYOUNG
TK2 0 L Location Change 12/19/17 01:51:36 3RD AV AT THE HYDRANT CGALLIMO
TK2 0 A Arrived 12/19/17 01:51:42 CGALLIMO
COMS 0 D Dispatched 12/19/17 02:46:11 Stat/Beat: ST1;954 CGALLIMO
COMS 0 E En -Route 12/19/17 02:46:11 Stat/Beat: ST1;954 CGALLIMO
COMS 0 A Arrived 12/19/17 02:46:11 Stat/Beat: ST1;954 CGALLIMO
COM6 0 FUN (COM6) Fire Under 12/19/17 03:22:35 TDELAPP
TK2 0 C Cleared 12/19/17 04:36:04 AC AC CGALLIMO
ENG3 0 C Cleared 12/19/17 04:37:41 AC AC CGALLIMO
COMS 0 C Cleared 12/19/17 05:42:41 AC AC DMELGAR
L1 0 C Cleared 12/19/17 05:51:06 AC AC DMELGAR
COM6 0 C Cleared 12/19/17 05:51:50 AC AC DMELGAR
Unit Type Description Time Stamp Comments
Close
Code User
Event Log
Empl ID
TR Time Received 12/19/17 01:37:02 By: E911 JTORRES
ENT Entered Street 12/19/17 01:37:02 110 HOPEDALE ST;LEX JTORRES
CHG Changed Street 12/19/17 01:37:24 110 HOPEDALE ST;LEX --> OLD DIXI JTORRES
CHG Changed Street 12/19/17 01:37:42 OLD DIXI --> OLD DIXIE JTORRES
CHG Changed Street 12/19/17 01:37:58 OLD DIXIE --> E 7TH AV/S SALISBURY JTORRES
CHG Changed AddSt 12/19/17 01:37:58 7042458690 --> 7042458690 (S) (N)LPD JTORRES
ARM Added Remarks 12/19/17 01:38:10 JTORRES
CHG Changed CallerAddress 12/19/17 01:38:17 110 HOPEDALE ST;LEX --> PASSER BY JTORRES
CHG Changed 12/19/17 01:38:27 SPRINT --> SETTLE, GOLDIE JTORRES
ENT Entered Nature 12/19/17 01:38:29 POLICE CALL PROQA LAUNCH JTORRES
LPS Law Pri. Started 12/19/17 01:38:29 Case Started JTORRES
ARM Added Remarks 12/19/17 01:38:33 JTORRES
ENT Entered 12/19/17 01:38:33 SETTLE, GOLDIE JTORRES
LPA Law Pri. Aborted 12/19/17 01:38:33 Case Aborted JTORRES
CHG Changed Nature 12/19/17 01:38:36 POLICE CALL PROQA LAUNCH --> FIRE JTORRES
FPS Fire Pri. Started 12/19/17 01:38:36 Case Started JTORRES
ARM Added Remarks 12/19/17 01:38:57 JTORRES
ENT Entered 12/19/17 01:38:57 SETTLE, GOLDIE JTORRES
FPF Fire Pri. CE Finished 12/19/17 01:38:57 Case Entry Finished JTORRES
CHG Changed Nature Code 12/19/17 01:39:18 FIRE-->P69D3 JTORRES
FIN Finished Call Taking 12/19/17 01:39:18 JTORRES
RPT Requested Report# 12/19/17 01:39:18 FIRE Report #2017-029184 JTORRES
SP Spawned 12/19/17 01:39:18 Spawned LAW event #2017261658, callref JTORRES
ARM Added Remarks 12/19/17 01:39:18 JTORRES
FPD Fire Pri. Dispatch 12/19/17 01:39:18 Case Dispatched JTORRES
ARM Added Remarks 12/19/17 01:39:34 JTORRES
FPK Fire Pri. KQ Finished 12/19/17 01:39:34 Key Questions Finished JTORRES
FPC Fire Pri. Complete 12/19/17 01:39:43 Case Completed JTORRES
ARM Added Remarks 12/19/17 01:39:49 KCAPPS
ARM Added Remarks 12/19/17 01:40:03 KCAPPS
REC Unit Rec Btn Click 12/19/17 01:40:03 Unit recommend for P69D3-STR CGALLIMO
ARM Added Remarks 12/19/17 01:40:12 JTORRES
REC Unit Recommendation 12/19/17 01:40:24 Recmnd:STI [FIRE], ST2 [FIRE], ST3 CGALLIMO
February 26, 2019 12:53 Page 8 of 11

Incident Narrative: 1789184
REC Unit Recommendation 12/19/17 01:40:24 Plan: FIR6 Cat: STR Lvl: 1 CGALLIMO
Page 2
Event ID: 2017-261657 Call Ref #: 954 P69D3-STR COMMANDUSTRIAL at E 7TH AV/S SALISBURY ST
Unit Type Description Time Stamp Comments
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PAG Dispatch Page 12/19/17 01:40:25 Paged STIMASTER PAGESRV
ARM Added Remarks 12/19/17 01:42:12 KCAPPS
ARM Added Remarks 12/19/17 01:42:41 KCAPPS
ARM Added Remarks 12/19/17 01:43:58 KCAPPS
ARM Added Remarks 12/19/17 01:44:05 KCAPPS
ARM Added Remarks 12/19/17 01:44:59 KCAPPS
ARM Added Remarks 12/19/17 01:45:18 MYOUNG
ARM Added Remarks 12/19/17 01:45:47 CGALLIMO
ARM Added Remarks 12/19/17 01:46:21 CGALLIMO
ARM Added Remarks 12/19/17 01:46:48 MYOUNG
FF Fast Forward to EMS 12/19/17 01:47:58 EMS TDELAPP
SP Spawned 12/19/17 01:48:03 Spawned EMS event #2017261660, callref TDELAPP
PAG Dispatch Page 12/19/17 01:48:22 Paged C1GRP PAGESRV
PAG Dispatch Page 12/19/17 01:48:22 Paged C2GRP PAGESRV
ARM Added Remarks 12/19/17 01:50:38 MYOUNG
ARM Added Remarks 12/19/17 01:58:32 CGALLIMO
ARM Added Remarks 12/19/17 01:59:34 MYOUNG
ARM Added Remarks 12/19/17 02:17:01 CGALLIMO
ARM Added Remarks 12/19/17 02:17:14 CGALLIMO
ARM Added Remarks 12/19/17 02:18:14 CGALLIMO
ARM Added Remarks 12/19/17 02:26:18 BRIDDLE
ARM Added Remarks 12/19/17 02:28:20 MYOUNG
ARM Added Remarks 12/19/17 02:28:45 MYOUNG
ARM Added Remarks 12/19/17 02:28:52 MYOUNG
ARM Added Remarks 12/19/17 02:37:42 CGALLIMO
ARM Added Remarks 12/19/17 02:51:17 CGALLIMO
ARM Added Remarks 12/19/17 03:22:35 TDELAPP
CHG Changed AddSt 12/19/17 05:42:42 7042458690 (S) (N)LPD --> JEVERHAR
ARM Added Remarks 12/19/17 05:44:06 JEVERHAR
Notes:
Event Notes Addendum
******************************************************
Com6 advised there will be a few areas still smoldering through out the day, before dispatch,
contact Com6 subjects will be doing fire watch today [12/19/17 05:44:06 JEVERHART]
UDTS: (COM6} Fire Under Control [12/19/17 03:22:35 TDELAPP]
(COM6} EXTERIOR ONLY, EMS CAN RELEASE AT THIS TIME, WILL ADV IF NEEDED AGAIN [12/19/17
02:51:17 CGALLIMORE]
{COM6} RR ADV WILL BE PROCEEDING TRAINS THRU AT REDUCED SPEEDS [12/19/17 02:37:42
CGALLIMORE]
[LAW] LEXINGTON UTILITIES ADV IN REF TO SAME [12/19/17 02:28:52 MYOUNG]
(COM6} ADV THEY ARE ACTIVELY USING SAME AT THIS TIME, POSSIBLY NOT GOING TO SHUT
BACK
February 26, 2019 12:53 Page 9 of 11

Incident Narrative: 1789184
DOWN
[12/19/17 02:28:45 MYOUNG]
(COM6} ADV HYDRANT AT E 5TH ST/ELK ST BROKEN [12/19/17 02:28:20 MYOUNG]
NEED FIRE COMMAND TO CONTACT RR [12/19/17 02:26:18 BRIDDLE]
[LAW] C CREW PAGED IN CAD [12/19/17 02:18:14 CGALLIMORE]
[LAW] REPORT TO THEIR STATIONS [12/19/17 02:17:14 CGALLIMORE]
(COM6} RECALL C CREW [12/19/17 02:17:01 CGALLIMORE]
NORFOLK SOUTHERN CALLED BACK IN REQ A TIME FRAME FOR THE TRAFFIC TO BE
STOPPED/THEY HAVE
A HOT
TRAIN/ADV NORFOLK I WASN'T SURE OF TIME FRAME THAT THE FIRE DEPARTMENT WAS
ACTIVELY
WORKING A
FIRE BUT WE'D CALL BACK AND LET THEM KNOW AS SOON AS WE WERE ADVISED THAT
TRAFFIC COULD
BE
RESUMED [12/19/17 01:59:34 MYOUNG]
Page 3
Event ID: 2017-261657 Call Ref #: 954 P69D3-STR COMM/INDUSTRIAL at E 7TH AV/S SALISBURY ST
(COM6} HAVE EMS 10-12 AT TANYARD AND 5TH AV [12/19/17 01:58:32 CGALLIMORE]
NORFOLK SOUTHERN HAS 5-6 IN THE AREA, REACHING DISPATCH FOR THEM ALL AT THIS TIME
TO GET
THEM
STOPPED [12/19/17 01:50:38 MYOUNG]
RAILROAD COMPANY IS ADVISING HE HAS TRAINS NEAR THAT AREA, IS TRYING TO GET THEM
ALL
STOPPED
AT THIS TIME [12/19/17 01:46:48 MYOUNG]
UDTS: (COM6} working fire [12/19/17 01:46:21 CGALLIMORE]
{COM6} ADV NEED RR TO SHUT SAME DOWN [12/19/17 01:45:47 CGALLIMORE]
[LAW] CALLING NORFOLK SOUTHERN TO STOP TRAFFIC [12/19/17 01:45:18 MYOUNG]
[LAW] (L623) ROAD SHUT DOWN ELK/E 3RD AV EXT [12/19/17 01:44:59 KCAPPS]
[LAW] COME TO THE BACK SIDE [12/19/17 01:44:05 KCAPPS]
[LAW] (C20) HAVE LFD COME IN ELK ST AND 5TH AV EXT [12/19/17 01:43:58 KCAPPS]
[LAW] BETWEEN 5TH AND 4TH NEAR THE SMOKE STACKS [12/19/17 01:42:41 KCAPPS]
[LAW] (L623) CONFIRMING WORKING FIRE NEAR BULL CITY CIDER [12/19/17 01:42:12 KCAPPS]
[LAW] CALLER ADVISED SEE FLAMES AND SMOKE SHE IS A PASSER BY [12/19/17 01:40:12 JTORRES]
800-453-2530 [12/19/17 01:40:03 KCAPPS]
NORFOLK SOUTHERN REPORTING SAME [12/19/17 01:39:49 KCAPPS]
[EFD] Questions: 6. Unk if anyone trapped. 7. Fire loc: looks like the old dixie plant
8. Inj unk. [12/19/17 01:39:34 JTORRES]
[EFD] Dispatch Code: 69D03 (COMMERCIAL/INDUSTRIAL building)
Response: Delta
Questions: 1. Not at loc. 2. Flames visible. 3. COMMERCIAL/INDUSTRIAL bldg.
[12/19/17 01:39:18 JTORRES]
[EFD] Caller Statement: thinks the old dixe plant is on fire
Chief Complaint: Structure Fire [12/19/17 01:38:57 JTORRES]
[EPD] Call Aborted:
1. Caller hung up [12/19/17 01:38:33 JTORRES]
caller advised she thinks the old dixie plant is on fire [12/19/17 01:38:10 JTORRES]
February 26, 2019 12:53 Page 10 of 11

Incident Narrative: 1789184
Page 417014
Title: ChiefNarritive
Narrative:
On 12/19/2017 at approximately 0155am I was contacted by C6 and was advised of a structure
fire 209 E. 3rd Ave. I responded shortly after that and upon arriving on the scene, C6 advised me
that the fire started on the outside of the "HOG" area and fire extended to the roof of the HOG. I
observed that the roof of the HOG had collapsed completely into the HOG which is a large metal
bin approximately 20x2Ox18 with brick veneer on all four sides. C6 advised me that Captain
Lambeth had gained access to the inside of the building and after conversing with Captain
Lambeth, he advised me that he had entered the building and checked the C side of the HOG and
observed no extension onto the roof or other parts of the building. I then alerted C6 that no one
else was to enter the structure for safety reasons. I then gained an aerial view from Ladder 1 and
observed that there was no extension and that there was a small amount of shouldering material
inside the HOG. We monitored the situation till about 0515am. I then advised C6 to return trucks
back to service and I would monitor scene throughout the day.
Phillip S Hartley
Fire Chief
February 26, 2019 12:53 Page 11 of 11

FirePrqgrams I.
SOFTWARE
OEPENOABLE TECHNOLOGY - UNPARALLELED SERVICE
Incident Report: 1
Incident Number Date/Time Exp # Incident Type
1729252 12/19/2017 0 111 - Building fire
Times:
Dispatch/Alarm Enroute Arrival Controlled Last Unit Cleared
12/19/17 17:22:48 12/19/17 17:22:48 12/19/17 17:26:00 12/19/17 22:45:00 12/24/17 12:04:35
Location:
313 S RAILROAD ST, LEXINGTON, NC 27292
February 26, 2019 12:54 Page 1 of 5

Alarms:
8
Shift:
C Shift
Station:
Station 1
Incident Details: 1729252
District: Sta 1 01
Township: LEXINGTON
Census Tract:
Property Use: Haz Mat Release:
700 - Manufacturing, processing
Mixed Use Property: Detector Status:
NN - Not mixed use
Estimated Dollar Value and Losses
PRE -INCIDENT VALUES LOSSES
Property $1027129 $1027129
Contents $0 $0
Incident Actions
11 - Extinguishment by fire service personnel
February 26, 2019 12:54 Page 2 of 5

Incident Fire Details: 1729252
Property Details
Total Number of Buildings Involved in Fire:
Is it a Residential Property?: False
If True, Number of Residential Units: 0
On Site Materials
material; Storage;
UUU - Undetermined U - Undetermined
Ignition
Area of Origin:
98 - Vacant structural area
Type of Material:
UU - Undetermined
Heat Source:
UU - Undetermined
Cause of Ignition:
U - Cause undetermined after investigation
Item First Ignited:
UU - Undetermined
Factors Contributing to Ignition
UU - Undetermined
Human Factors Contributing to Ignition
N - None
Equipment Details
Equipment Involved: NNN - None
Brand: Serial Number:
Model: Year:
Equipment Power Source:
Equipment Portability:
Suppression
Acres Burned:
Water Usage: 1200000 Foam A Usage: Foam B Usage:
Suppression Factors
NNN - None
Structure Fire
February 26, 2019 12:54 Page 3 of 5

Incident Fire Details: 1729252
Structure Details
Structure Type: 1 - Enclosed building Main Floor Size:
Building Status: 5 - Vacant and secured X
Building Height - Above Grade: 2 OR
Building Height - Below Grade: 1 160000 Sq. Ft.
Origin / Spread
Fire Origin Number of Stories Damaged by Flames
Floor of Origin: 2 Minor: Heavy:
Fire Spread: 5 - Beyond building of origin Significant: Extreme: 3
Flame Spread
Item Contributing to Spread: 11 - Exterior roof covering, surface, finish
Material Contributing to Spread: 65 - Fiberboard, particleboard, and hardboard
Detectors
Detector Presence: N - None present
Detector Details
Type: Power:
Operation: Effectiveness:
Detector Failure Reason:
AES - Automatic Extinguishing System
AES Presence: N - None Present
AES Details
Type:
Operation:
Detector Failure Reason:
Number of Sprinklers
February 26, 2019 12:54 Page 4 of 5

Incident Narrative: 1729252
Title: Narrative
Narrative:
See attachments for narrative.
February 26, 2019 12:54 Page 5 of 5

Appendix B
May 14, 2018 Asbestos Abatement and Disposal Plan
and
Asbestos Abatement Inspection Reports

ASBESTOS ABATEMENT AND DISPOSAL PLAN
City of Lexington
28 West Center Street
Lexington, NC 27292
Prepared By
Michael G. Bullard
Accredited Asbestos Project Designer # 40469
Job Number: MGB 957
MGB 2000 LLC
Phone # [phone]
[e-mail]
May 14, 2018

Z. GENERAL IlVEORMATiON.� NlNif.MaN.Mawa...M�w.a......�.H.�
3.
ASBESTOS CONTRACTOR REQUIRWdVffS—
...YN_..N........»..._...,..».....
4.
QUALITY ASSURANC$
5.
REGULATIONS AND GUMELM Y...........N
..Y.».N......_......NYY.....N..»...Y..N.....»Y...9
} V.
SWA MES [111V N(MCFAvj..u....,+.Y...f.
w..a....N.w.wu.»r.Y,.r.«.wa..Y...u.N.nn...».....,...r......... .a. .... 9
T.
SITE SBGURI'1`Y N.N.........NY.N.
..Y,...».............Y....-».-Y.,..Y.........r,.11
&
EMERGENCY PLANN1NG...�.......»N�.._..._,.......N........
.............._.._...�.»................»....»»...13
9.
PR&START MEET G ..,�.
YNN.»....,.,.NYYN,...Y...a_..Y........»..».Y..Y..,14
i0.
MATERIALS AND EQUIPMENT.....................YN...Y.............,............w...Y._..,....Y..Y.a
........................................14
1 i.
WORK AREA CONTAINMENT ..._:_Y.._.....».Y
NY...................».»r...1S
12.
PERSONNEL PROTECTION RF.QUIRMUNN....,»....
- Y. ....». --»~~-'~-"—.24
I
13.
SUPLRVOING AIR MONITOR REQUIREMENTS ......Y............................................................26
14.
WORK PRACTICES ,,,.,,....»......YY,.YN........Y..».r.._........r....»..»,.r..Y..N...,�....,.31
15.
DISPOSAL PROCEDURES.........N...Y.Y...._....NN.YY..._.............N...Y..»»Y.Y........_.....N..,N...,33
16.
RE-FSTABLiSBMENT OF THE WORK AREA AND SYSTEMS...................n..++•.......»,
......... .... .... 34
Pa_ze I

ASBESTOS ABATEMENT AND DISPOSAL
Client: City of Lexington
28 West Center Street
Lexington, NC 27292
Air Monitor: MGB 2000, LLC
Mr. Michael Bullard
2434 Pepperstone Drive
Graham, NC 27253
Office: [phone]
Email: mabamj@aoLcom
Designer: Michael G. Bullard
NC Designer # 40469
Supervisor Air Monitor: Gary Alexander, P.E. (NC#90090)
P.O. Box 98567
Raleigh, NC 27624
Office: [phone]
Cell: [phone]
Date of Plan: May 14, 2018
1. SCOPE OF WORK
l.l. To remove and dispose of 3,000 sq. ft. of tan flooring upstairs cafeteria building, transite siding
from the walls and roof (square footage to be determined by the contractor), 425 sq. ft. of
transite siding from the small shed, 40 linear ft. of TSI 4" debris railroad side of building under
the pipes, 160 linear ft. of TSI 4" mechanical room,120 linear ft. of TSI 4" mechanical room,180
linear ft. of TSI 4" mechanical room catwalk,188 linear ft. of TSI 12" mechanical room and 148
linear ft. of TSI 24" mechanical room.
Page 2

1.2.
Work Summary
1.2.1. The abatement contractor (hereinafter referred to as "contractor") shall remove
and dispose of the following asbestos materials:
1. TSI
2. Tan Flooring
3. Transite
1.2.1.1. Facility
Old Dixie Furniture Plant
Cafeteria Building and Railroad Side of Building
Locate between Fifth Street and Third Street
Lexington, NC
1.2.2. All quantities specified in the Scope of Work and/or drawings are estimations
provided to the Designer. it is the responsibility of the Contractor to review the
Scope of Work and the Project site for determination of bidding quantities,
equipment, man-hours and any additional requirements to complete the project
successfully.
2. GENERAL INFORMATION
2.1. The intent of this project is to obtain a "clean building' which is defined as a
building and/or are where the asbestos has been satisfactorily removed or
rendered safe, has passed final visual inspection(s) and air sampling tests, and is
considered acceptable for occupancy. Asbestos in this facility is to be removed or
rendered safe so that it may not be a source of asbestos fiber exposure to future
occupants. During the removal process, present occupants, equipment, materials,
and facilities will be appropriately protected so that no present or future exposure
may occur.
Page 3

2.2. Site Investig
ation -The Contractor has investigated and satisfied himself as to: (a) the
not limited t
affectingthe work, including but f physical
and materials, laccess toe
tions of the
conditions
which may bear upon site access, handling and storage of to of all surface and
water, electric and/or other utilities; (b) the character and quality
encountered
includingexploratory work done
ubsurface materials or obstacles to be encouinsofar �" �information is
s
reasonably ascertainable from an inspecin drawings and specifications included
by the owner, as well as information presentedre by the contractor to
with the contract between the Owner and Contractor. Any
eve ilu from he respons liry
acquaint himself with available information will not the work. The
for estimating proPerlY
the difficulty or cost of successfully performing
conclusions or interpretations made by the Contractor
Designer is not responsible for any Owner.
on the basis of the information made available by the Building
2.3. Licenses and Qualifications
2.3.1. The contractor shall be licensed as required by Construction Firm Laws of the
State of North Carolina.
2.3.2. The contractor must be licensed as required by the State of North Carolina for the
purpose of removal, encapsulation, enclosure, demolition and maintenance of
structures or components covered by or composed of asbestos -containing
materials.
2.3.3. All asbestos abatement supervisors and asbestos abatement workers on this
project shall be accredited by the State of North Carolina, DHHS-HHCU and have
their accreditation card at the job site.
2.3.4. The Contractor is responsible for obtaining any necessary licenses to use patented
materials, equipment and/or processes. The Contractor shall hold harmless the
building owner and designer for legal and other costs relating to litigation
involving the illegal use of patented processes, equipment and/or materials. The
contractor shall hold harmless and indemnify the building owner and designer for
any claims that may result for not obtaining licenses and/or agreements.
2.4. Asbestos Quantities
2.4.1. All quantities of asbestos containing material specified in the Scope of Work
and/or drawings are estimations provided to the Designer. It is the
responsibility of the Contractor to review the Scope of Work and the Project
site for determination of bidding quantities, equipment, man-hours and any
additional requirements to complete the project successfully.
F Page 4

The contractor/employer has and assumes the responsibility of proceeding in such a
manner that he offers his employees a work place free of recognized hazards causing or
likely to cause death or serious injury. The contractor shall be responsible for performing
this abatement and disposal so that significant fiber release levels do not occur.
3.2. The contractor shall coordinate with the Building Owner or his representative to restrict
accessibility to the abatement areas during the abatement phases of the project. Such
restricted access is ultimately the responsibility of the Contractor.
3.3. The contractor's employees are restricted to the abatement areas and access points to the
abatement areas. The contractor shall insure that employees do not go to other areas of
the building except where designated by the building owner or his representative.
3.4. The Contractor shall furnish all labor, materials, services, bonding, insurance, permits
and equipment necessary to carry out the abatement operations and disposal of all
asbestos materials as defined in the scope of work in accordance with the plans and
specifications, the EPA and OSHA regulations, and any applicable federal, state and local
regulations.
3.5. The Contractor shall have at the job site at all times while the abatement project is in
progress a Qualified Person as required by OSHA in 29 CFR 1926.1101. The qualified
person shall be the Contractor's representative responsible for compliance with all
applicable federal, state and local regulations, particularly those relating to asbestos. The
Qualified Person shall have a minimum of two (2) years asbestos experience.
3.6. The Contractor shall he responsible for obtaining prior approval for a waste disposal site
in compliance with 40 CFR 61.154.
3.7. The Contractor shall provide appropriate work clothes, head covers, footwear and towels
at no cost to any official who inspects the job site. The contractor is not required to
supply air purifying dual filter type respirators to visitors. When other types of respirators
are required, the contractor shall make at least two of the types used available for use by
official representatives. These respirators shall either be new or shall have been sanitized
in accordance with ANSI Z88.2-1992. These respirators remain the property of the
contractor.
3.8. The contractor shall be responsible for all costs associated with employee monitoring to
meet OSHA requirements.
IF gage 5

the Air Monitor verbally and in writing that the contractor is ready for a final visual
inspection and/or final air clearance. The written request must be by mail or fax to the
Air Monitor and Asbestos Designer and bound in the contractor's logbook. The
contractor will give the Air Monitor a minimum notice of 48 hours unless both the Air
Monitor and the contractor agree upon a different time frame.
3.10, The contractor shall have least one employee on the job site in either a foreman or
supervisor's position that is bilingual in the worker's language(s) when employing
workers of another nationality who do not speak fluent English. The contractor shall also
post asbestos signs in each appropriate language as per the OSHA 29 CFR 1926.1101
standard
3.11. The contractor shall maintain at least two exits for egress throughout the duration of the
abatement.
3.12. The Contractor shall have one accredited supervisor for each 10 abatement workers
inside containment area during abatement work.
3.13. The contractor shall coordinate with the building owner for location of the asbestos
storage container. The Owner will provide a place as close as feasible to locate a storage
container for asbestos waste material. The location will be within five miles of the
project site.
3.14. The Contractor is responsible for repairing all damages caused by his employees or
subcontractors to the satisfaction of the Owner.
4. QUALITY ASSURANCE
4.1. Final Visual Clearance
4.1.1. Following the completion of clean-up operations, the Contractor shall notify the
Air Monitor at least 12 hours in advance that the work area is ready for a visual
inspection and (if required) final clearance air monitoring. The air sampling shall
not commence for at least 12 hours after final application of post abatement
encapsulant ("fiber lock down") material has been used on abated surfaces.
4.1.2. A final visual inspection shall be conducted by an accredited Air Monitor to
insure that all gross (visible) asbestos materials have been removed as described
in the Scope of Work. If required a final air clearance monitoring cannot be
conducted until a satisfactory visual is completed. Unless specified in the Scope
; E Page 6

4.1.3. Iiie contractor sb-all Pay
far additiong final visual moons and air clew mees
if any unsatisfactory conditions were due to the contractor's failure to a Me ve a
satisfactory visual or air clearartc-
4.1.4. After the contractor receives a final clearance from the AirMonitar and begins to
tear down the critical barriers and starts removing his equipment, the contractor is
still responsible for any residual asbestos that may be preset The contractor may
have to retum to conduct another cleaning and pay for another' final visual and air
clearance by the Air Monitor.
4.2. - . , _ Air Clearance
structurt: lannai for demolition having friable,
4.2.1. Final air clearance criteria for a P� NESHAx.'req�ement$ will be by
reg��ed materials with quantities greater base co with the Clem= criteria � with m allowable
r cubic
ambient asbestos level in. the air for public areas shall be 0.01 fibers pc
.centimeters as per North Carolina asbestos regulations (Section IOA NCAC 4lC
.0507)•
4.3. Analytical method:
4.3. i. Ph Contrast Aacrascopy (PCM) Clearance PER 40 CFR Part 763, Subpart F
4.3.1.1 The. post abatement air monitoring shall be conducted using sampling
pumps calibrated at a flow rate of 2 -12 liters per minute using
collection media and procedures in a rdance witls NIOSH Standard
Analyticai Method 7400, Revision #3.
4.3.1.2. The minimum air volume: shad be 2(00 liners.
4.3.1-3. Samples must be analyzed in a laboratory Proficient in the
AIH MOSH Asbestos Proficiency Program.
43. 1
.4. An area not passing the: final air clearance criteria small be re -cleaned
and retl until final air clearance criteria is achieved. All retesting
costs will be the responsibility of the Contractor.
4.3.1.5. Following the satisfactory completion of clearance air monitoring
remaining baniws may be removed and properly d'ispose& A final
visual inspection by the Air Monitor shallensure that no coaMlination
remains in the work area after the removal of the poly protective
sheeting from the floors and walls. Unsatisfactory conditions will
;E Page 7

4.4. Decontamination Contingency Plan
4.4.1. The Contractor shall develop a decontamination contingency plan for any portion
of the building whereby through the Contractor's abatement activities or otherwise
the fiber levels exceed 0.01 f/cc. Whenever fiber levels outside the containment
area exceed O.Olflcc the Contractor shall immediately cease operation and
determine the cause of the fiber release. All areas shall be thoroughly
decontaminated to include wet wiping and HEPA vacuuming where the fiber level
exceeded O.Olflcc.
4.5. Decontamination of bags and equipment
4.5.1. All bags wrapped materials shall be thoroughly cleaned by wet wiping and
vacuuming. A bag or wrapped material with contaminated materials shall be
placed inside a clean, nor -contaminated bag.
4.5.2. Wiping and HEPA vacuuming shall decontaminate all equipment leaving the
wort£ area. Items that are not decontaminated shall be wrapped in 6-mil plastic,
sealed up and labeled as contaminated material.
Pagge 8

5. REGULATIONS AND GUIDELINES
o ance with all licable
5.1. All work under this contract shall be done
�d codes governing asbestos abatement
Federal, State and Local regulations,
and any other trade work done in conjunction with the abatement.
5.2, The most recent edition of any relevant regulation, standard, document or code shall be
in effect. Where conflict among the requirements or with these specifications exists, the
Contractor shall use his best judgment or confer in writing to the Designer for resolution
of the conflict.
6. SUBMffTALS AND NOTICES
6.1. Contractor shall prior to commencement of work:
6.1.1. The Contractor shall send written notification to the following agencies within
the time frame specified by the NESHAP regulations prior to the commencement
of any on -site project activity:
OSHA Director
NC DOL
Seaboard Building
North Salisbury Street
Raleigh, North Carolina 27605
6.1.2. Complete and submit the ASBESTOS REMOVAL PERMIT/NOTIFICATION
DEHNR 3768 (Rev. 8/94) form as a courtesy to:
Health Hazards Control Unit
NCDHHS - OEEB - Division of Public Health
(Regular Mail)
1912 Mail Service Center
Raleigh, NC 27699-1912
Telephone: [phone]
Fax.: [phone]
Page 9
(UPS, Fed Ex, etc.)
5505 Six Forks Road, 2°d Floor
Room D-1
Raleigh, NC 27609

6.1.3. The contractor shall notify the local police, emergency medical services and fire
department in writing of the type and scope of the work being performed and
request that these departments make an inspection prior to the beginning of
asbestos removal operations.
6.2. Contractor Shall During Abatement Activities:
6.2.1. post in the clean room area of the worker decontamination enclosure a list
containing the names, addresses, and telephone numbers of the Contractor,
Designer, Owner, the Supervising Ain' Monitor, the Air Monitor, the testing
laboratory and any other personnel who may be required to assist during
abatement activities.
6.2.2. Post in the clean room and by the emergency telephone the telephone numbers for
rescue, ambulance, fire and police.
6.2.3. A bound book (three ring note hook) shall be maintained on the site by the
contractor to allow written comments to be available for subsequent review and
follow-up. The bound book will be presented to the Asbestos Designer at the end
of the project. The contractor shall record in the bound book for each workday,
the name and social security number for each worker, supervisor, and visitor, and
the starting and stopping time for each work shift. The contractor shall also enter
into this book the employee's daily air monitoring data as required by the OSHA
standard for asbestos. -
6.2.4. Maintain a daily log of the abatement activities to include activity (Pre -cleaning,
preparation, removal, cleaning) and the estimated amount of ACM removed.
6.2.5. The contractor shall keep a copy of the bound specifications and all post bid
submittals at the job site at all times.
6.3. Building Owner shall prior to commencement of work.
6.3.1. Provide the Contractor information concerning access, shutdown and protection
requirements of certain equipment and systems in the work area.
6.3.2. Provide to the Contractor existing power and water.
6.3.3. Remove all furniture, desks, chairs, books, audiovisuals, computers and other
easily movable school materials from the abatement area. Any items left in the
classroom shall be completely covered with 4-roil thick poly sheeting.
Pace 10

6.4. project Completion Report - TO BE FILED BY THE CONTRACTOR
6.4.1. The contractor shall provide to the Designer the following items at the end of the
project:
6.4.1.1.Chain of custody manifests for the disposal of the asbestos waste
material.
6.4.1.2. A copy of the Contractor's license.
6.4.1.3.A copy of each workers and supervisors NC DHHS-HHCU accreditation
card.
6.4.1.4.Copies of all correspondence with the Fire, Police and Rescue of
notification.
6.4.1.5-Copy of logbook of the names of individuals entering containment and
any visitors to the abatement site.
6.4.1.6.Copy of the abatement log sheet.
6-4.1.7.Copy of the negative pressure readings.
6.4.1.8.Copy of documentation of fit testing for any negative air pressure air -
purifying respirator.
7. SITE SECURITY
7.1. The work area is to be restricted only to persons authorized, trained, and protected
personnel. These may include the Contractor's employees, Industrial Hygienist/Air
Monitoring Firm employees, Building Owner employees and representatives, State and
Local inspectors. A Iist of authorized personnel shall be established prior to job start and
posted in the clean room of the worker decontamination facility.
7.2. A competent person provided by the contractor must be outside the work area to monitor
activity, ensure containment security, and provide information to visitors and to provide
access to the work area.
7.3. The Contractor shall report entry into the work area by unauthorized individuals
immediately to the Designer or Owner.
Page 11 - -

7.4. A logbook shall be maintained in the clean room area of the worker decontamination
system. Anyone who enters the work area must record name, affiliation, time in, and
time out for each entry.
7.5. Access to the abatement work area shall be through a single worker decontamination
system located at the approved location. All other means of access (doors, windows,
hallways, etc.) shall be blocked or locked so as to prevent entry to or exit from the work
area. The only exceptions for this rule are
asebeatas waste from the work e pass -out airlock. that area. hall be sealed
The waste
except during the removal of containerized
load out shall not be locked from the inside; However, they shall be sealed with
polyethylene sheeting and tape until needed.
7_6. Contractor shall have control have and be responsible for site security during abatement
operations whenever possible in order to protect work area, building structure, equipment
and the entry of unauthorized individuals.
7.7_ The Contractor shall have responsibility for insuring safe operation of the abatement area
to prevent fire_
7.g. The contractor shall comply with the Owner's security rules and regulations
7.9. No wandering by employees on the property or non -abatement areas will be tolerated. if
contractor's employees, to include any subcontractor, are caught in an unauthorized area
is considered grounds for immediate removal from the premises.
7.10. No drugs or drug dealing is allowed on premises. No concealed weapons regardless of
whether or not the individual has concealed weapons permit is allowed on the premises.
Violation of these rules is grounds for immediate removal from the premises.
The Owner retains the discretionary right to have the contractor remove contractor or
subcontractor's employees from the premises at the Owner's request.
Page 12

8. EMERGENCY PLANNING
8.1. Emergency planning shall be developed by the Contractor prior to abatement initiation
and agreed to by the Designer.
8.2. Emergency procedures shall be in written form and prominently posted in the clean
change area and equipment room of the worker decontamination area. Everyone prior to
entering the work area must read and sign these procedures to acknowledge receipt and
understanding of work site layout, location of emergency exits and emergency
procedures.
8.3. Emergency planning shall include written notification of police, fire and emergency
ZD
medical personnel of planned abatement activities, work schedule and layout of work
area, particularly barriers that may affect response capabilities.
8.4. Emergency planning shall include considerations of fire, explosion, toxic atmospheres,
electrical hazards, slips, trips and falls, confined spaces and heat -related injury. Written
procedures shall be developed and employee training in procedures shall be provided.
B.S. Employees shall be trained in evacuation procedures in the event of workplace
emergencies. The Contractor shall place arrows to show the locations of exits.
8.6. For non -life -threatening situations, employees injured or otherwise incapacitated shall
decontaminate following normal procedures with assistance from fellow workers, if
necessary, before exiting the workplace to obtain proper medical treatment_
8.7. For life -threatening injury or illness, worker decontamination shall take least priority
after measures to stabilize the injured worker, remove him from the workplace and secure
proper medical treatment.
8.8. Telephone numbers of all emergency response personnel shall be prominently posted in
the clean change area and equipment room, along with the location of the nearest
telephone.
8.9. The contractor shall have personnel on site trained in emergency first aid to include CPR
and heat stress.
Paoe 13

9. PRE -START MEETING
9.1. The Contractor and the designer shall meet at the site at a time to be announced before the
project start date.
10. MATERIALS AND EQUIPMENT
10.1. The contractor shall:
10.1.1 _ Deliver all materials in the original packages, containers or bundles bearing the
name of the manufacturer and the brand name.
10.1.2. Store all materials subject to damage off the ground, away from wet or damp
surfaces and under cover sufficient enough to prevent damage or contamination.
Replacement materials shall be stored outside of the work area until abatement is
completed.
10.1.3. Damaged, deteriorating or previously used materials shall not be used and shall
be removed from the work site and disposed of properly.
10.1.4. Polyethylene sheeting for walls, ceiling and stationary objects shall be a
minimum of 4-mil thick. Critical barrier; shall use sheeting of at least 6-mil
thickness shall be used in widths selected to minimize the frequency of joints.
Y 10.1.5. Method of attaching polyethylene sheeting shall be agreed upon in advance by the
Contractor and Owner and selected to minimize damage surfaces. Method of
attachment shall be by use of duct tape.
10.1.6. Polyethylene sheeting utilized for worker decontamination enclosure shall be
opaque white or black in color and at least 6-mil in thickness.
10.1.7. Disposal bags shall be of 6-mil polyethylene, preprinted with labels as required
by OSHA Requirement 29 CFR 1926.1101 and NESHAP.
I0.1.8. Disposal drums shall be metal or fiberboard with locking ring tops.
10.19. The Contractor must post warning signs as required by OSHA 29 CFR
1928.1101.
10.2. Removal
10.2.1. All removal of asbestos containing material or contaminated material shall be
accomplished by keeping the material misted at all times.
Page 14

10.2.2. Surfactant (wetting agent) shall be an approved type and mixed and used as per
the manufacturers instructions.
10.2.3. Encapsulation
10.2.3.1. Encapsulants used for fiber "lock down" shall be compatible with
application of the re -insulation and replacement materials.
10.3. Equipment
10.3.1. General
10.3.1.1. A sufficient quantity of negative pressure ventilation units equipped
with HEPA filtration and operated in accordance with manufacturer's
specifications shall be utilized so as to provide at least one workplace air
change every fifteen (15) minutes. The Contractor shall provide
documentation of the air discharge flow rate as cubic feet per minute for
each specific manufacturer and model air exhaust unit used or the
Contractor can assume 75 (seventy-five) per cent of the Manufacturer's
stated flow rate.
10.3.1.2. Full body disposable protective clothing, including head, body and foot
coverings shall be provided to all workers and authorized visitors in
sizes adequate to accommodate movement without tearing.
10.3.1.3. Non-skid footwear may be provided to all abatement workers.
Disposable clothing shall be adequately sealed to the footwear to prevent
body contamination.
10.3.1.4. A sufficient supply of disposable mops, rags and sponges for work
area decontamination shall be available.
10.3.1.5- Sprayers with pumps capable of providing adequate supply of
amended water to material must be used.
10.3.1.6. Sufficient supplies of HEPA filtered vacuum systems shall be
available during clean up.
10.3.2. Encapsulation for fiber lock down
10.3.2.1. Encapsulants used for fiber lock down shall be sprayed using airless
spray equipment and applied according to manufacturer's specifications.
10.3.2.2. The nature of the encapsulant may affect the requirements for
respiratory protection. Vapors that may be given off during encapsulant
Page 15 -

application must be taken into account when selecting respirators, if
types other than air supplied are used.
10.33. Temporary Facilities
10.3.3.1. Water Service
10.3.3.1.1. Temporary water service connection: All
connections to the Owner's water system shall include
back flow protection. Valves shall be temperature and
pressure rated for operations for the temperatures and
pressures encountered. After completion of use,
connections and fittings shall be removed without
damage or alteration to existing water piping and
equipment Leafing or dripping valves shall be piped
to the nearest drain or located over an existing sink or
grade where water will not damage existing finishes or
equipment
10.3.3.1.2. Water hoses used shall be heavy-duty abrasion -
resistant hose with a pressure rating greater than the
maximum pressure of the water distribution system to
provide water into each work area and to each
Decontamination Unit Provide fittings as required to
allow for connection to existing wall hydrants or
spouts, as well as temporary water heating equipment,
branch piping, showers, shut-off nozzles and
equipment. No leaking hoses will be allowed in the
work area.
10.3.3.1.3.Contractor shall check all drains, sinks, drip pans,
commodes and other containment's on a regular basis
sufficient enough to ensure all are empty and/or
draining properly.
10.3.3.1.4. Hot water heater shall be UL rated 40 gallon
electric and have sufficient capacity to provide hot
water for the Decontamination Unit. The capacity
shall be rated as 3 gallons per person inside the work
area(s). Provide with relief valve compatible with
water heater operation; pipe relief valve down to drip
pan on floor with type L copper. Drip pans shall
consist of a 12" x 12" x 6" deep pan, made of 19 gauge
galvanized steel, with handles or other similar
container.
Page 16 -

10.3.3.2. Electrical
10.3.3.2.1. Comply with applicable NEMA, NECA and UL
standards governing regulations for materials and
layout of temporary electric service.
10.3.3.2.2. Provide weatherproof, grounded temporary electric
power services and distribution system of sufficient
size, capacity, and power characteristics to
accommodate performance of Work during the
abatement project. Install temporary lighting adequate:
to provide sufficient illumination for safe work and
traffic conditions in every area of work.
10.3.3.2.3. Provide circuits of adequate size and proper
characteristics for each use. In general, run wiring
overhead, and rise vertically where wiring will be at
least exposed to damage from construction operations.
10.3.3.2.4. Temporary wiring in the work area shall be type
OF nonmetallic -sheathed cable located overhead and
exposed for surveillance. Do not wire temporary
lighting with plain, exposed (insulated) electrical
conductors. Provide liquid -tight enclosures or boxes
for wiring devices.
10.3.3.2.5. For power hand tools and task lighting, provide a
temporary 4-gang outlet at each decontamination unit,
located in equipment room. Provide a separate 110-
120 dolt, 20 Amp circuit for each 4-gang outlet (4
outlets per circuit).
10.3.3.2.5.Use only approved ground fault interrupter circuits
(GFIC) on electrical circuits. The GFIC's shall be
checked to insure that they are working properly.
10.3.3.3. Fire Extinguishers
10.3.3.3.1. Provide "ABC" dry chemical extinguishers, or a
combination, of several extinguishers of NFPA
recommended types for the exposures in each case.
Comply with the applicable recommendations of
NFPA Standard 10 Standard for Portable Fire
Extinguishers. Locate fire extinguishers where they
Pacre 17 - '

are most convenient and effective for their intendedishein
purpose, but provide not less than one extingu
each Work Area and equipment room.
11. VVORK AREA CONTAINMENT
11.1. Abatement Area
1. 1. Preparation
Post warning sibns and barriers meeting the specifications
location where
l 29
11.1.i.1. roaches to
CFR 1926.1101 at all locations and may exceed ambient background
airborne concentrations of asbestos may
levels. Signs shall be posted at a distance sufficiently far enough away
to read the sign and take the
from the work area to permit an employee
necessary protective measures to avoid exposure. Coordinate locations
with the Building Owner.
11.1.1.2. Shut down and lock out electric power to
all wo k pment by
areas.(including Provide
temporary power and lighting. Ensure safe
Bound faulting) of temporary power sources and equipment
compliance with all applicable electrical code requirements and
QeIiA
requirements for temporary electrical systems. The Building rave all
shall pay for all cost for electricity. Building owner will app
electrical work by the contractor.
l the work area and agree on pre -abatement condition with
1. l .1.3. Investigate
the Designer. Seal all intakes and exhaust Vewith metal � l/8 t
tape and at least two layers of 6-mil h
1 polyethylene or seams in system
thick) or wood board (1/4 thick). AlsoSe seal any
components that pass through the work area.
1.1.4• pre -clean all areas and/or objects within the woappropriate. k gAft PA
1 I g methods
filtered vacuum and/or wet removed
cleaning all objects shall be removed from thCp °mac o� a The carefully
Contractor-
stored in an uncontaminated location by the
Owner will determine the storage location if outside the work area_
CQIT1dQT entrances, drains, ducts,
11.1.1.5. Seal off all open windows, doorways,
openings between the work area
grills, grates, diffusers and any P
v�i� 4-mil polyethylene sheeting and tape-
with
approximately 4-feet to protect the
11.1.1.6. Wall sheeting to a height of
structure's interior may be required where the contractor may
Page 1 S Y

difficultY in removal. The wall sheeting shall be secured adequately to
prevent it from falling away from the walls. This will require additional
support/attachments. Contractor will repair any holes or damage caused
by attachment of poly sheeting to walls.
11.1.2. Worker Decontamination Enclosure Systems
11.1.2.1. Worker emergency decontamination enclosure systems or adequate
where workers will enter ar exit the
shower unit shall be provided on site
work area. These systems ntaY consist of existing rooms outside of the
work area, if the layout is appropriate and can be enclosed in plastic
sheeting and are accessible from � work area- hen this constructedouof metal, g situation 4 ©es
not exist, enclosure systems may
plastic support as appropriate.
11.1.2.2. The worker decontamination enclosure system shall consist of at least
a clean room, a shower room, and an equipmentroom, each separated
from each other and from the work area by airlocks
11.1.2.3. Entry to and exit from all airlocks and decontamination enclosure
system chambers shall be through curtained doorways consisting of at
least two sheets of overlapping polyethylene sheeting_ One sheet shall
-be secured at the top and left side, the other sheet at the top and right
side.
11.1.2.4. Access between any two rooms in the decontamination enclosure
system shall be through an airlock with at least three feet separating each
curtained doorway. Pathways into (from clean to contaminated) and out
from (contaminated to clean) the work area shall be clearly designated
Direction arrows should be placed on the sheets to show entry and exit
paths.
11.1.2.5. Cleans room shall be sized to adequately accommodate sbalthe wor crew.
Lockers and benches shall be pr4Yr�- The clean
be
provided with adequate }fighting and heating.
11.1.2.6. Clean work clothes (if required under disposable coveralls); clean
disposable clothing, replacement filters for respirators, towels and other
necessary items shall be provided in adequate supply at the clean room'
A location for postings shall also be provided in this area Whenever
possible, a lockable door shall be used to permit access into the clean
room from outside the work ort. Lighting, heat
shall not be used shall be
provided as necessary for comfort- p
storage of tools, equipment or materials (except as specifically
designated) or as office space.
Page 19

shower shall be constructed of materials that are easily cleanable,
l l .1.2: T. The show and kept a sanitary condition at all times (to
have non slip surfaces waste materials and mildew). The shower
include no accumutation ore�s�o�we� be k tin a sani
shall be adequately lighted.
condition at all times-
to
bower room shall contain one or more s ,,head shall bowes as e supplied
11.1.2.9. S Each show
adequately accommodate workers•.fie shower enclosure
with hat and cold water adjustablthe
leakage of any kind, The
shall be constructed to ensure againstI o f sap, shampoo and towels
Contractor shall supply adequate supp y collected and
and available at all tunes. Shower water shall ` i h a 5.Q-mien
a filtering system with a final filtering a series
filtered through ability (Note: A system containing ended
rcleer size collection P sively smaller pore sized is recommended
val filters with p stem by large particles.)
to avoid rapid clogging Of filtration sy
11.1.2.9. An adequate supply of warm
water shall be based on hot water tank
' of 3 gallons of hot water per worker {to include supervision)
capacity The contractor shall supply an adequate
inside the abatement area. towels for drying•
amount of disposable bath sized
11.1.3. Equipment Room
room shall be used contaminated
storage of equipment and tools
11.1.3.1. The equipment rhave been deusing a gyp'
at the end of a shift after fty techniques as appropriate -
filtered vacuum and/or wet cleaninguntil used) for vacuums
Replacement filters (in sealed containers extra toolsl containers and
p
and negative pressure ventilationlsequipment, ment that may be required
surfactant and other matte
the abatement may also be stared here as needed�s drum lined
during bag for collection Po
sable
with a labeled 6-mil polyethyleneated footwear {e.g•,
clothing shall be located in this room.° $ ored in this area for
rubber boots, other reusable footwear) clean and free of
a workday This room shall be kept
reuse the following adequate
lighted. The Contractor is
gross contamination and shall be adeal responsible for security and safekeeping of all equipment.
] I.1.4. Waste Container Pass -Out Airlock and Emergency Exits
ass -out airlock shall be Constructed at some
11.1.4.1. The waste container p orker decontamination enclosure system.
Io_ cation away from the w
ssible, this shall be located where there is direct access from
'Wherever po
the work area to the outside of the building.
Page 20

1.1.1.4.2. This airlock system shall consist of an airlock, a container staging area,
and another airlock with access to outside the work area.
11.1.4.3. The waste container pass -out airlock shall be constructed in similar
fashion to the worker decontamination enclosure system using similar
materials and airlock and curtain doorway designs.
11.1.4.4. This airlock system shall not be used to enter or exit the work site.
11.1.5. Emergency Exits
11.1.5.1. Emergency gathering points shall be established or other effective
designations to permit easy location of contractor employees within the
work area.
11.1.6. Critical Barriers between the Work Area and Occupied Areas
11.1.6.1. Areas adjacent to the work may remain occupied during the
performance of the contract work.
11.1.6.2. The contaminated work area shall be separated from uncontaminated,
occupied areas of the building by the construction of airtight critical
barriers.
11.1.7. Maintenance of Restricted Work Area
11.1-7.1. All barriers separating the work area and the general public will be
maintained by the contractor using barrier tape or by some other
approved method to assure the general public does not access the work
area, material storage sites or decontamination areas. Partitions
constructed to isolate the work area from occupied areas shall be
inspected at least twice daily, prior to the start of each day's abatement
activities and following the completion of the day's abatement activities.
Document inspections and observations in the daily project log.
11.1.7.2. Damage or un-authorized entrance into the work area must be reported
to the owner immediately upon discovery.
11.1.7.3_ At any time during the abatement activities after barriers have been
erected, if visible maternal is observed outside of the work area or if
damage occurs to barriers, work shall immediately stop, repairs be made
to barriers, and debris/residue cleaned up using appropriate HEPA
vacuuming and wet mopping procedures.
Page 21

I.S. Commencement of Work Shall Not occur Until:
11.1.8.1. All pre -abatement submissions, notifications, postings and permits
have been executed.
l 1.1.9.2. All equipment for abatement, clean up and disposal are on hand.
11,1.8.3. All worker training (and certification) is completed.
It. 1.8.4. Contractor receives written permission from the Designer to
commence abatement_
11.1.9. Alternative Procedures
11.1.9.I. Procedures described in this specification are to be utilized at all times.
11.1.9.2. if specified procedures cannot be utilized, a request must be made in
writing to the Designer providing details of the problem encountered and
recommended alternatives.
It. 1.9.3. Alternative procedures shall provide equivalent or greater protection
than procedures that they replace.
11.1.9.4. The Designer prior to implementation must approve alternative
procedure in
writing-1.1 _ I O.Entry and Exit Procedures
It. 1. 10. 1. Personnel Entry and Exit
11.1.10.1.1.All workers and authorized personnel shall enter
the work area through a central entrance area
established and maintained by the contractor.
11.1.10.1.2.All personnel who enter the work area must sign
the entry log, located in the clean room, upon entry and
exit-
11. 1. 10. B.All personnel, before entering the work area, shall
read and be familiar with all posted regulations,
personal protection requirements (including work
glace entry and exit procedures) and emergency
procedures. A sign -off sheet shall be used to
acknowledge that these have been reviewed and
understood by all personnel prior to entry.
Page 22 ,�

11.1.10.1.4.All personnel shall don respiratory protection (as
deemed adequate for the job conditions) and
launderable and/or disposable coveralls, head covering
and foot covering. Hard hats, eye protection and
CT
gloves shall also be utilized if required. Clean
respirators and protective clothing shall be provided
and utilized by each person for each separate entry into
the work area.
11. 1. 10. 1.5.Personnel wearing designated personal protective
equipment shall proceed to the main work area.
11. 1. 10. 1.6.Before leaving the work area, all personnel shall
remove gross contamination from the outside of
respirators and protective clothing by brushing and/or
wet wiping procedures.
11.1.10.1.7.Pesonnel shall proceed to equipment room where
e equipment before exiting
tla alma■ as Mpasit disposable (and launderable)
clothing into appropriately labeled containers for
disposal or laundering.
11.1.10.1.8.Reusable, contaminated footwear shall be stored
in the equipment room when not in use in the work
area. Upon completion of abatement it shall be
disposed of as asbestos -contaminated waste. (Rubber
boots may be decontaminated at the completion of the
abatement for reuse.)
11.1.10.1.9. These procedures shall be posted in a central
equipment room.
11.1.10.2. Waste Container Pass -Out Procedures
11.1.10.2.1.Asbestos-contaminated waste that has been
containerized shall be transported out of the work area
through the central work entrance or established waste
container exit.
11. 1. 10.2.2.Waste pass -out procedures shall utilize two teams
of workers, an "inside" team and an 'outside" team.
Page 23 r"

11.1.10.2.3.7he inside team wearing appropriate protective
clothing and respirators for inside the work area shall
clean the outside, including bottoms, of properly
labeled containers (bags, drums, or wrapped
components) using HEPA vacuums and wet wiping
techniques and transport them into the waste container
pass -out exit. A shower shall be used to wash the
outside of the containers before being passed to the
outside. The wash water shall be filtered through a 5-
micron filter before disposal to the sanitary sewer.
11.1.10.3. Equipment Decontamination
11.1.10.3.1.Before equipment is removed from the work area
at the completion of the job it shall be thoroughly
cleaned of all gross material followed by wet wiping
and vacuuming. Materials that are not decontaminated
shall be wrapped in plastic and labeled or placed in
labeled disposal bags.
12. PERSONNEL PROTECTION REQUIREMENTS
12.1. Training
12.1.1. Prior to commencement of abatement activities, all personnel who will be
required to enter the work area or handle containerized asbestos -containing
materials must have received adequate training in accordance 29 CFR 1926.1101.
12.1.2, Special on -site training on equipment and procedures unique to thus job site shall
be performed as required.
t2.1.3, Training in emergency response and evacuation procedures shall be provided
before the abatement is started.
12.2. Respiratory Protection
12.2.1. A written respirator protection program for this project shall be established before
abatement begins.
12.2.2. All respiratory protection shall be provided to workers in accordance with the
submitted written respiratory protection program, which includes all items in
OSHA 29 CFR 1910.134 (b) (1-11) and 29 CFR 1926.1101 and ANSI Z88.2 -
1992. The minimum respirator for gross asbestos removal is full -face negative
Page 24

pressure air purifying respirator equipped with HEPA cartridges. The respirators
shall be selected to ensure that the exposure inside the respirator shall not exceed
0.01 flce based on appropriate air sampling and NIOSH Respirator Protection
Factors.
12.2.3. A respirator shall be listed as not approved if there is evidence that respirator
parts have been interchanged or not of the same manufacture. The Contractor
shall use respirators that are MSHA/NIOSH approved for asbestos and other
possible contaminants employees might be exposed to during the abatement
project. Airline respirators with different manufacturer parts (such as couplings
F and hoses) shall not be used at any time on this project.
12.2.4. Workers shall be provided with personally issued, individually identified (marked
with waterproof designations) respirators.
12.2.5. Respirators shall be selected to insure that abatement workers are exposed to the
lowest level of exposure achievable and exposure inside the mask shall not exceed
Q_dl fibers per cubic centimeter of air based on either personnel sampling or area
sampling representing employee exposure.
12.2.6. Respirator Fit Testing and Function Testing
12.2.6.1. Workers must perform positive and negative air pressure fit tests each
time a respirator is put on or when ever a dislodgment of the face seal
has occurred. Powered air -purifying respirators shall be tested for
adequate flow as specified by the manufacturer.
12.2.6.2. Workers shall be given a qualitative fit test in accordance with
procedures detailed in 29 CFR 1926.1101 Appendix C, Qualitative and
Quantitative Fit Testing Procedures - Mandatory for all negative air
purifying respirators to be used on this abatement project_ An
appropriately administered quantitative fit test (QNFF) may be
substituted for the qualitative fit test (QLFF).
12.2.6.3. Documentation of adequate respirator fit must be provided to the
Designer.
12.2.6.4. No one wearing facial hair that interferes with the respirator face seal
shall be permitted to don a respirator and enter the work area.
12.2.6.5. Additional respirators (minimum of 2 of each type) and training on
their donning and use must be available at the work site for authorized
visitors who may be required to enter the work area.
12.2.7. Supplied Air respirator Air Quality
Page 25

12.2.7.L When supplied air respirators are used, the contractor shall insure that
Grade D (as set forth in the Compressed Gas Associations Table G - 7.1)
air is provided to the respirators at all times. Documentation as to the air
quality shall be the responsibility of the Contractor or his industrial
hygiene firm and must be presented to the Designer or Air Monitor.
Failure to document that the air is Grade D quality or better shall cause
immediate discontinued use of the supplied air respirators until Grade D
air quality can be achieved.
12.2.8. When using supplied air the Contractor is responsible for using an approved
system for providing adequate protection when the supplied air system is
inoperable.
12.3. Protective Clothing and Equipment (All supplied by Contractor)
12.3.1. Disposable clothing including head, foot and full body protection shall be
provided in sufficient quantities and adequate sizes for all workers and authorized
visitors.
12.3.2. Launderable clothing, if required, shall be provided in sufficient quantities and
adequate sizes for all workers and authorized visitors.
12.3.3. Hard hats, protective eye wear, gloves, rubber boots and/or other footwear shall
be provided as required for workers and authorized visitors. Safety shoes may be
required for some activities.
13. SUPERVISING AIR MONITOR REQUIREMENTS
13.1. A. General Requirements
The Supervising Air Monitor (SAM) representing the Owner shall offer expertise to the
Asbestos Designer and contractor, but is not directly responsible for the performance of
the job. At the job site, the SAM is expected to observe, be aware of, and comment on
general work site conditions and activities as they relate to the profession of industrial
hygiene, and make recommendations in writing to the Asbestos Designer, Owner, SCO,
and the contractor.
1. The SAM and Air Monitor shall be accredited as air monitors by the HHCU. The
SAM and Air Monitor shall have taken an approved HHCU asbestos supervisor's
course and refresher course within the past fourteen (14) months; however it is not
a requirement to be accredited. In addition, either the SAM or the Air Monitor
from each firm shall have taken a 24-hour respiratory protection course that is
NIOSH, AIHAHA, or HHCU recognized. The SAM and Air Monitor shall submit
copies of their NC accreditation's and documentation on respiratory protection
training to the Asbestos Designer prior to the start of work.
Page 26

2. The SAM is responsible for overseeing the protection of the environment from
contamination, protection of persons in adjacent areas and assurance that the areas
are acceptable for occupancy. In addition, the SAM shall assure that the
contractor addresses such work site conditions as employee asbestos exposure,
heat stress, cold stress, noise, ventilation, sanitary conditions, confined spaces,
and others as they may arise.
3. The SAM will review and make comments to the Asbestos Designer on the
submittals listed in Section U. B.
4. if any industrial hygiene work is to be assigned to an air monitor, the name, work
to be assigned, and qualifications of those designated shall be submitted by the
contractor to the Asbestos Designer for approval prior to their assignment. The
Asbestos Designer shall personally perform the area preparation inspection. The
Air Monitor should perform the Final visual inspection. The Asbestos Designer
shall fax a copy of the poly inspection acceptance letter to the contractor, Owner,
SCO and the HHCU within 24 hours of accepting the contractor's set up. If
specific project activities are assigned to an air monitor, the SAM is expected to
be in direct control and responsible for industrial hygiene work completed on the
project. The SAM shall approve and sign all air monitoring results performed by
the air monitor. The SAM signature must be an original. No rubber stamp
signature shall be accepted.
Note: The Asbestos Designer shall decide on the time schedule for the area
preparation inspection_ The Asbestos Designer shall inspect and approve the area
preparation before the contractor begins work. The Pre -Poly Asbestos Inspection
Checklist in Appendix D shall be used and signed by the appropriate parties.
5. The SAM or designated air monitor has the authority to direct the contractor
relative to safety and environmental concerns. This includes stopping the work if
necessary. The SAM or designated air monitor may also offer
suggestions/conunents relative to work performance or specification interpretation
to enlighten the contractor. All directions and comments made by the SAM to the
contractor shall be written with a copy to the Asbestos Designer. In addition,
these items will be noted in the project site logbook.
b. The SAM shall develop an Air Monitoring Program that will comply with EPA
and OSHA analytical criteria and will provide a valid representation of airborne
fiber concentrations both inside and outside the work area. This program is not
intended to satisfy the contractor's requirement for sampling under the OSHA
regulation. The air monitor shall personally observe all personnel and area
sampling conducted. Air sampling pumps shall not be left unattended for
extended periods of time.
T The SAM shall review documents as required in post -bid requirements for the
asbestos contractor.
S. The SAM shall not perform work on this project for the contractor during the term
of this contract.
Page 27

9. The contractor is to present the proposed project schedule to the Asbestos
Designer and SAM prior to commencing work for approval and comment. The
SAM is to conform to the contractor's schedule and shall respond to necessary
changes, provided at least a forty-eight (48) hour advance, verbal and written,
notice is given by the contractor. This forty-eight (48) notice may be reduced if
both the SAM and contractor mutually agree.
10. The SAM or his representative is to make notes of his observations in the bound
book kept by the contractor. This is to include approval of initial set up, final
visual and other items that need to be noted with respect to the job_
t 1. At the completion of the project, the SAM shall prepare a report describing his
assessment of the project, all air monitoring data, acceptance letters, calibration
records, and a description of the project as it proceeded to completion and submit
four (4) copies of the report to the Asbestos Designer for inclusion in the Asbestos
Designer's Final Report.
12. The SAM is to furnish the contractor a copy of his field report within 24 hours of
the visit and have the contractors representative sign showing he received a copy.
B_ Air Monitoring Program
The SAM shall submit a written air -monitoring program to the Asbestos Designer
with a copy to the contractor. The SAM will provide the contractor with the
following information for the required submittal:
a. The name, address and telephone number of the SAM. Air monitoring
shall be done by or under the direct supervision of an American Boma of
Industrial Hygiene Certified Industrial Hygienist, except for sampling
performed by the contractor to satisfy OSHA requirements. The SAM will
be selected and paid by the Owner. Scheduling and notification of the
Asbestos Designer for final visual and final air clearance during the project
is the responsibility of the Contractor-
b. The name, address, telephone number and NIOSH's PAT designation for
the laboratory analyzing the air samples. Analysis of all samples collected
shall be by a laboratory currently proficient in NIOSH's "Proficiency
Analytical Testing Program for Laboratory Quality Control" for asbestos.
(The acceptable sampling and analysis method is NIOSH 7400, Revision
#3_)
The laboratory shall provide a copy of the last two (2) PAT rounds for the
Asbestos Designer`s records.
C. A proposed air sampling strategy which shall include: a projected number
of air samples, locations, the types of air samples to be collected (personal,
area, ambient), how the air samples are to be collected (TWA, ceiling,
other), the equipment to be used (pumps, calibration equipment, filters,
other), and how the samples will be transported to the laboratory.
Page 29

s to
i, All personal air samples will be collected in such a
manner
a to
comply with OSHA collection and analytical regulations
provide a valid representation of airborne fiber levels.
ii. All final area air sampling_ will comply with EPA
recommendations in measuring airborne asbestos following an
abatement action.
iii. Air samples will be analyzed and results made available as soon as
possible. Copies of all air sampling results shall be signed by the
SAM and sent to the Asbestos Designer and a copy posted at the
job site. These copies shall include the following sample number,
sample location, activity represented by sample, flow rate, sample
tune, comments and sample results. A statement will be included
on each submission that the requirements of this contract have
been met as they apply to the activities of the SANE
iv. If 'TWA samples are being collected for the purpose of reducing
respiratory protection requirements, the SAM or his approved
designee small take the samples and directly observe the conditions
and work practices represented by each sample and make
appropriate notes in the air sampling results.
2. As determined by the HHCU, supplemental air monitoring may be conducted
inside and outside the work area by the HHCU. This supplemental sampling does
not fulfill air monitoring responsibilities required by OSHA, EPA or this contract.
13.2. C. Clearance
After the second cleaning operation and after the area is completely dry, the
following procedure test shall be performed: A comprehensive visual will be
performed by the SAM or his designee. if the work area found visibly clean, air
samples will be collected. Final Air Cka rance samp-�K.,-� ....... �
1TIF4I A--
mie for area. The Maximum ow rate is -
minute, with a minimum sample size of 1,200 liters for each sample. Clearance
shall be based on the maximum allowable ambient asbestos level of 0.01 fibers
per cubic centimeters to allow the area to be considered "clean" and "acceptable
for occupancy." Visual inspections and air samples should be representative of
the area in a "usable condition." During the air testing, the accredited air monitor
shall cause disruptive air currents as described in the EPA-AHERA regulations
(40 CFR Part 763, Subpart E, Appendix A). Final PCM clearance, minimum of 5
samples for each abatement location, will be collected and analyzed using 40 CFR
Part 763, subpart E method.
2. If final visual and/or final air clearance criteria are not achieved, repeat cleaning,
visual inspection, and air monitoring until the abatement area is in compliance.
These shall be at the contractor's expense. For each failure of visual inspection or
final air clearance, the contractor shall reimburse the owner for one days air
monitor fees.
Page 29

3. Visual inspections shall confirm that asbestos and all contaminated materials have
been removed or that the area has been rendered safe. The area shall be dry before
beginning any visual inspection and air monitoring. There shall be appropriate
seals totally enclosing the inspection area to keep it separate from clean areas or
other areas where abatement is or will be in progress. Once an area has been
accepted and passed air tests, loss of the critical barrier integrity or escape of
asbestos into an already clean area shall void previous acceptance and tests.
Additional visual and final air clearance sampling shall be required at the
contractor's expense.
4. The accredited Air Monitor will conduct a final visual inspection. The inspection
shall be conducted following the guidelines set forth in the American Society for
Testing and Materials, Standard Practices for Visual Inspection of Asbestos
Abatement Projects, Designation: E1368.90.
S. After the contractor receives a final clearance from the SAM and begins to tear
down the critical barriers and starts removing his equipment, the contractor is still
responsible for any residual asbestos that may be present. The contractor may
have to return to conduct another cleaning and pay for another final clearance by
the SAM.
13.3. D. Regulation Violations
1. The SAM, when at the work site, will observe and be reasonably aware of
monitoring programs, work practices, engineering controls, equipment
performance, overall work site conditions and employee protection programs and
the overall specifications, as they relate to safety and health. When deviations
from regulations, specifications or recognized good practice are observed and
recognized by the SAM or his designee, they shall be verbally discussed with the
contractor during the visit. Written documentation of these observations and
discussions will be submitted to the Asbestos Designer, Owner, SCO and the
contractor by the following work day as well as entered in the bound book
maintained at the job site.
2. If, at any time, the institution or agency representative decides that work practices
are violating pertinent mg lations or endangering workers, the representative will
immediately notify the on -site contractor representative in writing that operations
shall cease until corrective action is taken.
3. While on the site, the SAM, or his designee, hired by the Owner shall be
considered a representative of the Owner and shall have authority to implement
paragraph "T' above.
Pape 30

14. WORK PRACTICES
14.1. Removal of asbestos
Friable.
14.1.1. The Contractor must remove the asbestos materials as asbestos regulated material
within a negative pressured containment as an OSHA Class 2 activity.
14.1.2. The Contractor will fist establish the structure as a regulated area by Sealing
and/or marking all entrances with signs pursuant to 29 CFR 1926.1101 (k)(7).
14.1.3. Access to the regulated area shall be limited to authorized persons and to persons
authorized. No other contractors or persons will be allowed to enter the facility.
14.1.4. The project activities shall at all tunes be supervised by a North Carolina
accredited supervisor that will serve as the project competent person.
14.1.5. The asbestos materials shall be adequately wet during the removal procedure.
When the material is adequately wet the worker will remove the material from the
base into a disposal bag. Workers will continually clean the area of asbestos
debris.
14.1.6_ Dry removal of asbestos will not be allowed on this project. The work area
must be kept clean of debris_
14.1.7. Asbestos in bags shall be adequately misted (water beads should be observable)
and kept adequately wet at all times.
14.1.8. Containers (6-mil polyethylene bags, sheeting or drums) shall be sealed when
full. All waste material placed in bags shall be double bagged- The bags should
be evacuated using BEPA vacuums. Bags shall not be overfilled. They should be
securely sealed to prevent accidental opening and leakage by tying tops of bags in
an overhand knot or by taping in gooseneck fashion. Do not seal bags with wire
or cord. (Bags may be placed in drums for staging and transportation to the
landfill. Bags shall be decontaminated on exterior surfaces by wet cleaning and
HEPA vacuuming before being placed in clean drums and sealed with locking
ring tops.)
14.1.9. Asbestos -containing waste with sharp -edged components that will tear the
polyethylene bags or sheeting shall be placed into drums for disposal.
14. 1. 10.After the work area has been rendered free of visible residues and successfully
passed a visual inspection, a thin coat of a satisfactory encapsulating agent small
be applied to all surfaces in the work area.
Page 31

1. The TSI material must be completely removed from the substrate.
White stains will be acceptable but if the residue can be penetrated
with the fingernail then it will be considered as surfacing material
and must be removed.
2. The flooring must be completely removed from the substrate. Black
stains will be acceptable but if the residue can be penetrated with
the fingernail then it will be considered as mastic material and must
be removed.
3. Asbestos in bags shall be adequately misted (water beads should be
observable) and kept adequately wet at all times.
14.2 Clean Up and Final Cleaning
14.2.1 Remove and containerize all visible accumulations of asbestos -
containing material and asbestos -contaminated debris.
14.2.2 As stated in Work Practices 14.1.10 "After the work area has been
rendered free of visible residues and successfully passed a visual
inspection, a thin coat of a satisfactory encapsulating agent shall be
applied to all surfaces in the work area including structural grid
systems members, building components and plastic sheeting on the
ground to seal in non -visible residue."
14.2.3 Remove all the cleaned plastic sheeting that was placed under the
work area.
14.2.4 Remove all containerized waste from the work area and waste
container pass -out airlock.
14.2.5 Decontaminate all tools and equipment and remove at the
appropriate time in the cleaning sequence.
14.2.6 Inspect the work area for visible residue. Wall and floor poly shall be
pulled back or removed for inspection of the area. if any accumulation
of residue is observed, it will be assumed to be asbestos
Page 32

Black stains will
c must be completely removed from the subsmite_ email then it
1. The mastY d with the, fang
be acceptable but if the residue can be penee
will be considered as rraastic material and must be removed
y�h m rerrwving f ioor file mastic form the floor surface, the contractor shall
2- criteria-
use a product that meets the following
a. The product shan not creae a hardous waste as a byproduct;
b. .he product shall be "low to no odor"
c. The product shall not contain any carcinogenic or cblorinated
hydrocarbons.
gd asbestos -containing
3 The floor mastic is to be ,�rnaved as friable; regzr the activity must be
material (R�1CAf) with the aid of a mechanical buffer
considered as an OSHA Class 2 activity. Dry removal of asbestos is riot
allowed except as approved by the USEPA.
1. Asbestos1,
bags sb n °alely misted (vaateF beads should be
observable) and kept adequately wet at all times.
14.2. Clean Up and Fknal Cleaning
14.2.1. Remove and containerize. all visible accumulations of asbestos-contaminD
malarial and asbestos-conumiroted debris.
14.2.2. As stated. in Work Practices 14.1.10 " After the work area has been rendered free
of vis-l"ble residues and saccesduay passed a visual inspection, a thin coat of a
satisfaclory encapsulating agent shall be applied to all surfaces in the work area
including staictural gdd system members, bufldmg components mad plastic
sheeting on the ground to seal in non -visible residue"_
14.2-3. Remove aU the cleaned plastic sheeting that was placed under the work area
14.2.4_ Remove aU contamenzed waste from the wo& area and waste container pass -out
airlock.
14.2.5. DeContaminaW all tools and equipment and remove at the appropriate time in the
cleaning sequence.
14-2.b. bspect the work area for vide residue. Nall and floor poly shall be pulled
back or removed for inspection of the arm H any ace muiation of residue is
observed, it will be assumed to be asbestos.

15. DISPOSAL PROCEDURES
15.1. As the work progresses, to prevent exceeding available storage capacity on site, sealed
and labeled containers of asbestos -containing waste shall be removed and transported to
the prearranged disposal location.
15.2. Disposal must occur at an authorized site in accordance with regulatory requirements of
NESHAP and all applicable Federal, State and Local laws, regulations, ordinances and
guidelines.
15.3. All disposal receipts, trip tickets, transportation manifests or other documentation of
disposal shall be delivered to the Designer in duplicate.
15.4_ Transportation to the Landfill.
15A.1. Once bagged and wrapped contaminated material has been removed from the
work area, they shall be loaded into an enclosed container for transportation.
fnsure that the generator label is on the bag before placing the bag inside the
disposal container or truck.
15.4.2. When moving material, utilize hand trucks, carts and proper lifting techniques to
avoid back injuries. The Contractor cannot use any of the Owner's equipment_
15.4.3. The enclosed area of the truck or container shall be free of debris and lined with
6-mil polyethylene sheeting to prevent contamination from leaking or spilled
containers. Floor sheeting shall be installed first and extend up the walls. 'tr+7all
sheeting shall be overlapped and taped into place Do not throw contaminated
material into the container.
15.4.4. Disposable clothing including head, body and foot protection will protect persons
loading asbestos -containing waste and at a minimum, half -face, air -purifying, dual
cartridge respirators equipped with high efficiency filters.
15.4.5. Any debris or residue observed on containers or surfaces outside of the work area
resulting from clean up or disposal activities shall be immediately cleaned up
using HEPA filtered vacuum equipment and/or wet methods as appropriate.
15.5. Disposal at the Landfill
15.5.1 _ Upon reaching the landfill, trucks are to approach the dump location as closely as
possible for unloading of the asbestos -containing waste.
Pam 33

15.5.2. gags, drums and components shall be inspected, as they are off-loaded at the
disposal site. Material in damaged containers shall be repackaged in empty drums
or bags as necessary.
15.5.3, Waste containers shall be placed on the ground at the disposal site, not pushed or
thrown out of trucks.
15.5.4. Personnel off-loading containers at the disposal site shall wear protective
equipment consisting of disposable head, body and foot protection and, as a
minimum, half -face, air purifying, dual cartridge respirators equipped with high
efficiency filters.
15.5.5. Following the removal of all containerized waste, the truck cargo area shall be
decontaminated using HEPA vacuums and/or wet methods to meet the no visible
residue criteria Polyethylene sheeting shall be removed and discarded along with
contaminated cleaning materials and protective clothing, in bags or drums at the
disposal site.
16. RE-ESTABLISHMENT OF THE WORK AREA AND SYSTEMS
16.1. Re-establishment of the work area shall occur following the completion of clean-up
procedures to the satisfaction of the Designer_
16.2_ The plastic ground sheeting will be removed at this time and the critical barriers over
doors, windows, etc., as required.
16.3. The Contractor and Air Monitor shall visually inspect the work area for any remaining
visible residue_ Evidence of contamination will necessitate additional cleaning and air
monitoring.
16.4. Following satisfactory clearance of the work area, remaining polyethylene barriers may
be removed and disposed of as asbestos -contaminated waste.
16.5. At the discretion of the Contractor, mandatory requirements for personal protective
equipment may be waived following the removal of all barriers if approved in writing by
the Air Monitor.
** END OF SPECIFICATION
Prepared b :
p Y
Limited UIIULIli�
MGB 2000 LLC
Limited Liability Company
2000
North
Page 34

MGB 2000 LL
2434 Pepperstone Drive
Graham, NC 27253
CERT'iFICATION OF FINAL VISUAL INSPECTION
PRaJECT: Dixie Fumiture Plant
wpgg AREA. Cafeteria
CONTRACTOR cERrMcATIorr
In a=rda=with, r m + upmfficafiom ft =n=I by is
t al
• ice' �� w� ea ; ,e "cei&gthe en&e work am- Ca.H vnfa= includin)
residue 1�
floor, sheet pkstic, etC-) hu fbund no dust, dEt=— Or -
be snped for asbcox.
r
by: {Sie}
Dom:8-22-18
gtiut Nam) Fransisco Gomel
(Prim TstIe)
0
I
I* ! 4iWy V. 1 4.ckn ou
Tjo Projcd hispa= b=by mliBa hr- omfly conducted a visual
iuspecfim vmif= that bmpwficm be= thorough and, to thr, best of Wo
knowledge be4d, the CpqtraMr';3 ccrtffi an above is a true honest Ome.
0 * 01 f�f. -
by- (S pa=e)
(Prim Name) MI
-.. Tim: 1:
No. 80826 Exp* 1-1
afii
C0,0=Cnr3: Removed flooring in cafeteria
CoAfi=cd on rack Y N _
MGB#1020

B 2000 LL
4 Peppedone Drive
Graham, NC 27Z53
WN''mer7iiii,,Iff
PROJWT.- Dixie Fumiture Plant
yvpgg AREA; Mechanical room /'p*ipe runs thou hout
CONTRACTOR CER'I`InCATIQN
-IM r1 * 1projmtsethe m =IM+ 1 1cartifies
t
bemsp ledges., walls., cdling
ihe entire work &= (gl anfam iucbding pVw,
floor. IC r IF; i 11 i t 1 1 , f p IE = 1 1 no dust,debrisresidue might be suspect
by: (Signai%'ej , 00P-Dade: 9-20-18
(Ph= Nam) Fransico Gomez
(Ptft Two SuPeNsor
1 1 i i• t III. qui �� 1 41 1 li�1
i�io 1jnVcdIM 1~ 1 i f+l thorough tIM ffic bmcst Of1
is
i IF '' i* t IM *fo the *M='3 =rM i l abOVC i'sa true= i honesti
e.
by: (SipilturP.)
{Print Name
3of4
Dasree:9-2Q-1 Timc:10:45am
Czrdftcalion: Ak Mnnftor No -MEEF�- 80826 ,�EXP- 1- 19
Co nts: Removed all TSI in mechanical room and pipe runs
throucihout.dant vad is areaq
Cv4trmted on rack Y ITT
MGB#1048

hAG6 2000 LAC
2434 Pepperstane Drive
Graham, NC 77153
GERTMCA1`IaN [7F ANAL VXSiJAL INSPECTION
PROJECT: Old Dixie Furni
wpRg ARF.�A,: 28 West Center St Lexington N
CONTRACrOR CERTMCATION
lin a=mja= with prt)jcct gpcdfi ons the Confta=r hemby certifies A
, work &= cau ffur&= i=ludhg pipes,, beams., ledges, w CeRing
M i# i # 1i k# I i i iasheet# :. # 1 i no # debris
residue migbt be suspect-ir-
Dam- 9-27-18
by; (5�ature) _
gtint Na=) Fransisco Gomez
(Fr�atMtle) SUPPDUior
t R.
IM d i# i #verifies t M inqxcdcm 1 .i 1 J*# 1# to the bcstof 14
knowledge1 i 1theIw # ir, 3 "rtfficxdan abovetruej# 1 i 1est !
. *Pfs
e.
I'), k-r-1
It "Im 'M�VIL A i
(Print Na=) Mi.CH
DWz: 9-27-1 Time. 12-39pm
ats i i 1 #�Exp. iM
tiJ�i �
==: Removed Transits
si
ding from the rood and interior walls
that could be removed with rem in site
will be rem � w
..�ga the -.ulaal is demol' herl
Coritim2ed on bask Y N
MGB#1045

MGB 2GGG uC
:434 pepp"tone Ar1ve
Graham, NC M53 W�
=TMCATION OF VTNAL VISOAL 94SPFMON
PROJEM DLd Dwig Fut[1ih Le-PjanL—
WORKARYA: 28 West Cenler St Lexington NC
CONTRACMR (:ERTTI"CATION
In xmrdancc with pmj, r= spmifx:aS= iLc CORtIICtar bcreby cntifies that all
a+beetoa maw.aM regcirad to tic rtmved = gmc, and that he hZ vimally iasptered
tb. Marc work :Tea (C wal%er =bdirg *ta, bc»—, todgcs, vralts, eciliag and
fIDW. dervtim MZin tmir, abaac pludc, etc.) wi ius fauad ao dust, drLm or
residuc tbat might be- snsovct fpLegmstas
by: (Sigc>;.rurc) _iLtr 10 3 18
(Print Natrc) Franslsc0 Gomez
:I�r Tn Llti Supervisor
PRWECr INSPECTOR CERTIMATIOh
i'& PMma tmpWat tmcby rrrd5_a they he Ins PII W9%t1)r CaVhCttd a visual
.PWIioa and Md= tb, Thin MgCC6;cin Oar bem thasvugL aod. m dre base of
tsowtedgc ritr7 he ct, the Tractor's wti5_afiau abovc u a rare mmd haocbt uric,
try: (Sigacture) DAtn7 1-Q_- &_ Tie- 5 34pm
(Pant Namc) 1viIG
(;erdiTcasion: No. 8082fi_Exo 1�19
Coma4ml-Completed removal fall flooring InGafionJ
Will complele remain 4 Transits rop{innful Awi �deM IIIIon
Continued cn track Y t:
MGBp 1045

MGB 2000 Lf.0
2434 Pepperstone Drive
Graham, NC 27253
0
CERTMCATION of FINAL VISUAL INSPECTION
PROJECT: DIXIE FURNITURE PLANT
WORK AREA: Collapsed root area 1 debri clean u
CONTRACTORCERTMCATION
In accordance with project specifications the Contractor hereby cerfifies that all
asbestos mat s required to be rived are gone, and that he has visually inspected
the entire work area maces including pipes, bm=, ledges, walls, ceiling and
floor, decontwaination unk, sheet Plastic o etc. has fob no dust, debris or
residue that might be su
I
yam 4
by: (Sipature)
••'•Me -t '
13 i\1
Date* 11-5-18
,r f
(print Name) Francisco Gomez
(Print Title)
n
PROJECT INSPECTOR MTMCAITON
Tb Project bap ector hereby =fifies tit he has Per5DD211Y conducted u vises
e tinn vies that insp t�iou h s becu rou IIIe b st his
kno led and b ' f. the tractor's ceWficafion above is a true and honest one.
1
F tp
_Date: 11-5.18 Time:l'.45pm
(Print Name) M I C H A LA8�— -
CEIfi.1flGailOD: A i r M anilo'r _ No. 882E Exp. 1-19
Comments: collapsed roof arealdebri clean u
The remaining 15% has been completed. The demo contractor and
abatement contractor work together to remove acm safely
L
inued on back

Appendix C
PD's Redevelopment Grading Plans

RAILROAD STREET
]]09
_ ]65
_--- \l----------- — — — —
]82s— — �s.-1—--t----
'ROPOSED IMPORT FILL SAMPLING LOCATION
'-1-3'BELOW CURRENT GROUND SURFACE) (9)
EDGE PAVEMENT AT CON—
M.H. TOP /
E—_, -
'No TO GO UNDER — ss- / ssT ]ss_ ]6I 8 RIM E
UNTNATIONVERFIV —= SRAILROAb�STREE�s,
I� Ir��—�-r- (T�7•-\�I—�� 1f ' ^G°'tyiF}i$9-�]�.. 3691 .... —.
\ ]59.8
------]60
THE PROPOSED GRADES AS ILLUSTRATED INDICATE THE GENERAL INTENT OF
THE DRAINAGE PATTERNS OF THE FINAL GRADES. THE EXISTING INTERIOR
BUILDING FINISHED FLOOR ELEVATIONS COULD NOT BE DETERMINED.
PROPOSED GRADES MAY BE ADJUSTED TO ALLOW TERRACING OR BENCHING
OF GRADES ALONG EXISTING SUBGRADE ELEVATIONS AND TO MORE
CLOSELY MATCH THE UNIT PRICE ALLOWANCE FOR FILL MATERIAL.
TIONS TAKEN IN THIS AREA
]6�.3 x ]59.5
T60,00_
759.5 ]58.9
]58.9
]I5+9.4- — — _ ]58.]
_ ]585
]59,]
SITE DATA
OWNERIDEVELOPER: PIN: 6]25-02-85-3]01
PORTION OF PIN: 6725-02-742833
CITY OF LEXINGTON
28 W CENTER STREET
LEXINGTON, NC 27292-3316
PHONE: [phone]
ROGERJONES
ENGINEER: ALLIED DESIGN, INC.
4]20 KESTER MILL ROAD
LEXINGTON, N.C. 27103
PHONE: [phone]
FAX ISM)]60-8886
STEVE M. CAUSEY, P.E.
sc _y@allied-engs,,—
1
GRAPHIC SCALE
IN FELT )
I inch = 20 It.
z
O a
z ~ Z
F O 0 �
0cn U
W O
W U w O
J Z I z
LL O z
O o
F- o z
�_ m C/) W
U w
X
0
Z U
N
O m
Z
ti m w
W Z
3 cYi ui
¢ 4a = ¢
a �
w
0
FINAL
GRADING
PLAN (WEST)
C5

EV,765.4 INV=763.0 'I 1 \ \ \ \
ss-f]658 76�5 SS
\762.8 A V A \
761s1
� ,ss / -
INV. EIIEV=
/• 16�/ / / / /•
/ Approximate depth of import soil is
CITY OF INGTON ,6° below ground surface in this area.
D.B. 87 PG. 510
CTS 12,13
(SEE NOTE 8
11
nd surface in this area.
H ti! -
L _ PP
75%1 -1 �- $ Qa'29'
Tq,4)
H INV ELEV
I
B/C
PAINTED
MUE AI
ELEV
744.3
N"RCP
a>• o� pc 14" WL
LLER -
Approximate depth of import soil is bl
8-10' below ground surface in this area. a"
99
/ 'so
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x 75]
]58.4 _ Z57R- -_ i 10'SPLIT VCP GRAIN 1
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+ 7-4T583 EDGEGRAVEL
- - -� 759d �_ GRAVEL ]5] ] 8' METAL PIPE_
-- _{ 758.6 AREA __ INV. ELEV=756 Z ]55 4
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]59.0 DIRECTION - 75].7
758.7 - _ - L 758.2
1]
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_ ].6 ��7]57.2�'
- _
PROPOSED IMPORT FILL SAMPLING LOCATION
(-1-31 BELOW CURRENT GROUND SURFACE) (5)
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Z41.1 _ E
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'INV ELEV 742.9 ///NVI
/ sl_1 ,-lCp I39.7
UNABLE i0 VER09I
TINATION _ �'
]I28 INV ELEV. 739.1
a3 6
I 742 8
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IES \ �52.6 \ ass- ass Sys INV. ELEV=7W 6 4 4i I £'
'ABLE TO RFIY AR( BA \ �, + I / WA -ss � I 4 IC 2
EsiI�TION "° \ 755.8\ 75'7 FIRM LICENSE C-1891
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76].9
I V. kLEV= II M.H. TOP
CI L IN ON 767.9 -u e'ss
751.
D. .17 PG 10 �h 1�JV. ELEV= 751.4
T CT 0
+5T9 SOP
�1 758.0 - 757.9y
Import fill soil was not placed In this
INV. ELE
area. This area was graded to
�' I
�I
z
provide positive drainage and will
) PIN: 6725-02-85-3701 .ss
s� �°°"4
Q
a
be assessed during future final
758 4 -
s j66-0
F-
Z
Z
W J
grade sampling activities (if
g9EEV°"'� ss
_ 75.98 i
0
F�-7'�
z
o
W 0
warranted).
11
�0
F a
VEV,t '1 ss�s
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+ f
- I I
Q
X
Z
X
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o
Asv I
T
^ ,756.05 `✓
^
0!
LLI V
J
4 UILO�NN
ER 76+5 ]fi+.9 +I
z
Z
5 i
/ /
�I56.0
-j
O
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I
W sr Was ' f
7 /.BB CpryC x 76+.9
c
O -j
0
r \ 758IB WNi<
57.6
_ m
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U w
T O INL
758.0
v
757.8-
6
]. 7
7577
i3P L - ASPHPLT
_ + ]s7.1
-
+756.8 ]56.]
754.9 756.5 756.9 75f
.>e s7P.__ TW-7573
THE PROPOSED GRADES AS ILLUSTRATED INDICATE THE GENERAL INTENT OF
THE DRAINAGE PATTERNS OF THE FINAL GRADES. THE EXISTING INTERIOR
BUILDING FINISHED FLOOR ELEVATIONS COULD NOT BE DETERMINED.
PROPOSED GRADES MAY BE ADJUSTED TO ALLOW TERRACING OR BENCHING
OF GRADES ALONG EXISTING SUBGRADE ELEVATIONS AND TO MORE
CLOSELY MATCH THE UNIT PRICE ALLOWANCE FOR FILL MATERIAL.
PROPOSED IMPORT FILL SAMPLING LOCATION
(-1-31 & 6-8' BELOW CURRENT GROUND SURFACE) (4)
SITE DATA
OWNEWDEVELOPER:
PIN: 6725-02-85-3701
PORTION OF PIN: 6725-02-74-2833
CITY OF LEXINGTON
28 W CENTER STREET
LEXINGTON, NC 27292-3316
PHONE: [phone]
ROGERJONES
ENGINEER:
ALLIED DESIGN, INC.
4720 KESTER MILL ROAD
LEXINGTON, N.C. 27103
PHONE: [phone]
FAX: (336)]60d686
STEVE M. CAUSEY, P.E.
8�a say@alliatl-angsurv.c°m
GRAPHIC SCALE
1.
IN FELT)
I inch = 20 1t.
O m
Z
ti m w
W Z
3 cYi ui
FINAL
GRADING
PLAN (EAST)
C6

Appendix D
Borrow Pit Location Figure

N
Image source: Davidson County GIS
3921 Sunset Ridge Road, Suite 301 LEXINGTON HOME BRANDS PLANT #1
hart hiCkman Raleigh, NC 26707 S. SALISBURY STREET
919.847.4241(p) 704.586.0373(f) LEX NGTON NORTH CAROLINA