RA-631_3887_CA_MRP_20200219_ Subsequent GWMR

WithersRavenel

Our People. Your Success. 
115 MacKenan Drive | Cary, NC 27511 
t: 919.469.3340 | f: 919.467.6008 | www.withersravenel.com | License No. C‐0832 
Cary | Greensboro | Pittsboro | Raleigh | Wilmington

February 19, 2020 

State of North Carolina 
Department of Environmental Quality 
Federal & State Lead Program  
Division of Waste Management‐Underground Storage Tank Section  
1646 Mail Service Center 
Raleigh, North Carolina 27699‐1637 

Attn: Mr. Mark Petermann 

RE: SUBSEQUENT MONITORING REPORT  
Saint’s Delight Baptist Church 
565 Firetower Road 
Louisburg, Franklin County, North Carolina 
Groundwater Incident Number: 3887 
NCDEQ UST Number: RA‐631 
Facility ID No.: Not Available 
WR Project Number:  02171214.07 

Mr. Petermann: 

WithersRavenel, Inc. (WR) has completed the performance of groundwater and supply well 
sampling activities described in WR proposal dated January 15, 2020, including the placement of 
Provectus ORS® Well Booms within monitoring wells MW‐2R and MW‐4.   TA‐04 was approved 
by NCDEQ on January 16, 2020.  The enclosed report summarizes the results of these recently 
completed activities.    

WR appreciates the opportunity to be of service to the Federal & State Lead Program.  Should 
you have any questions regarding the attached, please contact G. Matthew James at (919) 469‐
3340. 

Cordially, 
WithersRavenel 

Kevin B. Buchanan G. Matthew James, PG 
Staff Environmental Scientist III Senior Geologist 

Saint’s Delight Baptist Church Incident # 3887 WR Project # 02171214.07
Subsequent Monitoring Report Page ii February 2020

TABLE OF CONTENTS 

A. SITE INFORMATION ....................................................................................................................................................... 1 
B. EXECUTIVE SUMMARY ................................................................................................................................................. 2 
C. SITE HISTORY AND CHARACTERIZATION ............................................................................................................. 5 
D. PRESENTATION OF CURRENT/COMPARISON TO HISTORICAL ASSESSMENT INFORMATION ...... 11 
E. CONCLUSIONS AND RECOMMENDATIONS ...................................................................................................... 14 

FIGURES 

Figure 1 General Location Map 
Figure 2 Site Map  
Figure 3 Groundwater Hydraulic Gradient Map (ft) – January 29, 2020  
Figure 4 Groundwater Analytical Results – January 2020 
Figure 5 Groundwater Benzene Isoconcentration Map (ppb) – January 2020 
Figure 6 Groundwater Total Xylenes Isoconcentration Map (ppb) – January 2020 
Figure 7 Receptor Map with Supply Well Analytical Data Shown 
Figure 8 Proposed Soil Excavation Areas 
Figure 9 Proposed Monitoring Well Locations 

TABLES 

Table B‐1 Site History – UST/AST System and Other Release Information  
Table B‐4 Summary of Groundwater Analytical Results 
Table B‐5A Public & Private Water Supply Well Information 
Table B‐7 Monitoring and Remediation Well Construction Information 
Table B‐9 Current & Historical Groundwater Elevations and Free Product Thickness’ 

APPENDICES 

Appendix A Laboratory Analytical Report and Chain‐of‐Custody 
Appendix B  Copy of Field Notes 
Appendix C Photographic Documentation 
Appendix D General Standard Operating Procedures 

Saint’s Delight Baptist Church Incident # 3887 WR Project # 02171214.07
Subsequent Monitoring Report Page 2 February 2020

B. EXECUTIVE SUMMARY 

1. Summary of Activities Associated with Current TA 

Note: No current or former underground storage tanks (USTs) have been associated with the 
Saint’s Delight Baptist Church property.  Petroleum contaminated groundwater at the site is 
believed to be the result of groundwater impacts by USTs formerly located at the Wood 
property (east of the site) and/or the former Davis Store property (located to the north of the 
site).   

WithersRavenel, Inc. (WR) performed a sampling event at the facility on January 29, 2020, which 
included the purging and sampling of monitoring wells MW‐1, MW‐2R, MW‐3R, MW‐4, MW‐5 
and MW‐7, and the purging and sampling of supply wells WSW‐4, WSW‐5 (pre and post‐POE), 
WSW‐6 and WSW‐7.  Following groundwater sampling, Provectus® ORS™ Well Booms were 
emplaced in wells MW‐2R and MW‐4.  WR was tasked with the collection of groundwater 
samples from well MW‐6R; however, MW‐6R could not be found and is assumed to be located 
beneath a large pile of wood debris.  

2. Soil, Groundwater and Free Product Assessment Information 

Soils 
No soil sampling was performed at the facility in association with the current TA. In September 
2015, WR supervised the installation of borings and obtained soil samples from locations at the 
site and the former Davis Store property, located to the north of the site.  Results of these 
sampling activities are summarized in Section C.2.   

Groundwater 
Analytical data for groundwater samples obtained from site monitoring wells in January 2020 
indicated the presence of one or more target petroleum compounds in samples obtained from 
MW‐2R and MW‐4 at concentrations in excess of their respective 2L Standards defined by 
NCAC Title 15A, Subchapter 2L, Section .0202 (Water Quality Standards for Class GA 
Groundwater).  No compounds detected in these samples were reported at levels exceeding 
their respective Gross Contaminant Levels (GCLs).   

Based on groundwater elevation measurements from January 29, 2020, groundwater flow 
through the site was determined to trend in a westerly direction, with a northerly component on 
the former Woods Grocery property.  This groundwater flow direction is generally consistent 
with what would be expected based on overland flow, and with past assertions as to flow 
direction. 

Free Product 
No free product has been identified on the site since the discovery of the release in February 
1983. 

Saint’s Delight Baptist Church Incident # 3887 WR Project # 02171214.07
Subsequent Monitoring Report Page 3 February 2020

3. Receptor Information 

Historical analytical data has shown petroleum‐related contamination in water supply wells 
WSW‐2, WSW‐2A, WSW‐3, WSW‐4, WSW‐5, and WSW‐6, each located within 1,000 feet (ft) 
of the probable source area.  A point‐of‐entry (POE) system has been installed on the onsite 
water supply well WSW‐5, and a POE system had been in‐place on WSW‐4 prior to its sale in 
December 2015.  Per Department policy, the system was removed following the sale of the 
property.   

WR completed a receptor survey update at the location in October 2018.  Results of this survey 
verified that all residences within 1,500 ft of the site rely on supply wells for potable water, as no 
alternate supply (e.g., County operated water supply system) is available to the area.  The NC 
Source Water Assessment Program (SWAP) administered by the NCDEQ‐Public Water Supply 
Section does not identify any well head protection of community supply wells within ½ mile of 
the source area at the site. 

WR obtained supply well samples from WSW‐4, WSW‐5 (pre and post‐POE), WSW‐6 and 
WSW‐7 in association with the current TA.  

Analytical data for sample obtained from WSW‐4 showed the presence of benzene and 1,2‐
dichloroethane at concentrations above their respective 2L Standards but beneath the US‐EPA 
Maximum Contaminant Levels (MCLs) for each compound. Analytical data for the samples 
obtained from WSW‐5A (influent) showed benzene and 1,2‐dichloroethane at concentrations 
above their respective 2L Standards.  Benzene was reported in the sample at a level above the 
US EPA MCL.  Data for the samples from WSW‐5A (effluent) showed benzene and 1,2‐
dichloroethane at concentrations above their respective 2L Standards.  Benzene was reported in 
the sample at a level above the US EPA MCL.  Data for WSW‐5 (Influent and Effluent) indicate 
that these (and several other compounds) have broken through the point‐of‐entry system in 
place at the site.  Laboratory results for WSW‐2, WSW‐6 and WSW‐7A did not show the 
presence of compounds targeted by SM6200B at concentrations exceeding the laboratory 
method detection limit (MDL).   

4. Remediation Activities 

No remedial activities were conducted at the site in association with the current TA, nor have 
remedial actions been performed at the site in the past.   

Four USTs were removed from the eastern adjacent (Wood) property prior to 1977. Historical 
reports indicate that a 100‐gallon (gal) kerosene UST was formerly located along the southern 
side of the former Woods Store on the eastern adjacent property, however the method of 
closure for this tank is unknown. A 250‐gal aboveground storage tank (AST) that appears to have 
contained waste oil products is currently located along the southern wall of the former Woods 
Store.  Two USTs were reportedly removed from the northern adjacent property (former Davis 
store) in 1977.  Table B‐1 includes information regarding the USTs associated with the adjacent 
properties.    

WR currently has an open task authorization (TA‐05) with NCDEQ to perform the excavation of 
petroleum contaminated soils at the former Woods Grocery facility, followed by the 
emplacement of a chemical oxidant to deplete groundwater contaminants at the location.  These 
activities are presently scheduled to occur on or about March 23, 2020.   

Saint’s Delight Baptist Church Incident # 3887 WR Project # 02171214.07
Subsequent Monitoring Report Page 4 February 2020

5. Recommendations 

Based on the results of assessment and monitoring activities conducted at the site in association 
with this TA, as well as assessment information relating to the site, WR recommends the 
following: 

 In association with TA‐05 currently open for the site, excavate and dispose of petroleum‐
impacted soils on the former Woods Store property containing petroleum compounds at 
levels exceeding their respective Soil‐to‐Water Maximum Soil Contaminant Concentrations 
(MSCCs) as defined through soil boring investigative activities performed in September 2015 
(see Figure 8), followed by the placement RemRx controlled release persulfate (CRP) in 
contact with vadose zone soils (extending into the groundwater at the location) in the 
excavated areas to enhance degradation of groundwater contaminants.   
 Re‐install monitoring wells MW‐1 and MW‐2R (if destroyed during source area soils 
removal), and re‐installation of monitoring well MW‐6R (the well has not been located over 
the course of several sampling events).   
 Install of five (5) additional Type II monitoring wells to delineate groundwater contaminant 
impacts equivalent to 2L Standards (see Figure 9).  Proposed locations of these wells are 
based on elevated contaminant concentrations in MW‐2R and MW‐6R. These wells are 
proposed for installation in the following locations:  
o Approximately 150 ft west (downgradient) of MW‐6R, 
o Approximately 200 ft southwest of MW‐6R adjacent to the onsite parsonage, 
o Approximately 175 ft south southeast of MW‐6R, 
o Approximately 175 ft northwest (downgradient) of MW‐6R, 
o Approximately 70 ft northwest (downgradient) of MW‐4.  
 Install one Type III monitoring well to the west of the subject property in the vicinity of Type 
II monitoring well MW‐6R (see Figure 9).   
 Continue monitoring of groundwater conditions at the facility to map contaminant and 
migration trends and the impact of remedial efforts scheduled for March 2020. 
 Continue sampling of water supply wells that are at risk or may have been impacted. 

Saint’s Delight Baptist Church Incident # 3887 WR Project # 02171214.07
Subsequent Monitoring Report Page 5 February 2020

C. SITE HISTORY AND CHARACTERIZATION 

WR completed the purging and sampling of monitoring wells MW‐1, MW‐2R, MW‐3R, MW‐4, 
MW‐5 and MW‐7, purging and sampling of supply wells WSW‐4 WSW‐5 (pre and post‐POE), 
WSW‐6 and WSW‐7, and emplaced Provectus® ORS™ Well Booms in monitoring wells MW‐2R 
and MW‐4.  The following information summarizes the site history and characterization.   

1 UST Information 

Historical review indicates that no USTs, current or former, have been associated with the 
subject property. Petroleum‐impacted groundwater identified onsite is suspected to be a result 
of a release or releases from UST systems located or formerly located on the northern and 
eastern adjacent properties. The approximate location(s) of the offsite UST systems are depicted 
on Figure 2, as are the locations of monitoring wells installed as a part of assessment activities in 
association with the release(s).    

Two USTs were reportedly removed from the northern adjacent property (former Davis store) in 
1977. Four USTs were removed from the eastern adjacent property prior to 1977. Historical 
reports indicate that a 100‐gal kerosene UST was formerly located along the southern side of 
the former Woods Store on the eastern adjacent property, however the method of closure for 
this tank is unknown. A 250‐gal AST that appears to have contained waste oil products is 
currently located along the southern wall of the former Woods Store. Table B‐1 includes 
information regarding the USTs associated with the adjacent properties.  The location of the site 
imposed on the USGS Topographic Map for the vicinity is included as Figure 1.  Photographs of 
site conditions during January 2020 are included in Appendix C.   

2. Description of Release/General Assessment History

The following are descriptions of the release and general assessment history at the facility: 

   1983: According to the LUST Action Plan by the NCDENR, DWM‐UST Section, dated 
December 12, 2008, the Franklin County Health Department notified the UST Section of 
groundwater contamination in the on‐site water supply wells in February 1983.  At the time, 
two water supply wells were present on the subject property, one active and one 
inactive/abandoned.  The UST Section identified two former convenience stores/ petroleum 
stations located north (former Davis Store) and east (former Woods Store) of the subject site.  
The tanks at both petroleum stations were reportedly abandoned around 1977. At the UST 
Section’s request, the active on‐site water supply well was reconditioned in 1983.  
Subsequent testing indicated that petroleum contamination was present in both on‐site 
water supply wells, 
 January 1989: The NCDENR (now NCDEQ) & CD Memo states that a call was received from 
Rev. A.R. Hite regarding gasoline contamination in groundwater in the vicinity of Saint’s 
Delight Baptist Church near Louisburg.  Bottled water service was initiated for the subject 
property in 1989, 
 December 1990: State Laboratory of Public Health reported traces of 1,2‐Dichloroethane, 
 January 1991:  The NC Department of Human Resources, Epidemiology Branch, based on 
analytical results, declared that the water should be considered safe for normal usage,  

Saint’s Delight Baptist Church Incident # 3887 WR Project # 02171214.07
Subsequent Monitoring Report Page 6 February 2020

 July 1991:  A Request for Investigation showed that the water supply well at the Church and 
parsonage have shown gasoline contamination.  Potential sources were inconclusive; no 
alternate water sources were available, and oral consumption of hazardous substances was 
reported,   
 August 1991:  Leaking UST Trust Fund Site Recommendation.  Intended to get water sample 
to determine pesticide or petroleum contamination.  Reports indicated the ex‐preacher may 
have treated the Church & parsonage with pesticides, 
 September 1991:  Phase I Subsurface Investigation performed. Four (4) WSWs (Arnold Up‐
gradient Well, Arnold Original Well, Parsonage Well & house on east side of SR1022) were 
sampled & 5 soil borings were sampled.  The results indicated petroleum contamination at 
both former stores.  The investigation confirmed the presence of petroleum soil 
contamination particularly present at the former Woods Store, 
 April 1992:  Five WSWs reportedly sampled with results indicating petroleum contamination, 
 July 2003:   WSW Sampling Event & SRS. Force Environmental Service Company, LLC (Force) 
sampled six WSWs within 1,500’ radius; five of the six WSWs had been impacted.  All five 
indicated levels of benzene, the EPA Standard for benzene (5 ppb) had been exceeded in 
three of the five WSWs.  The NC2L Standard for benzene (1 ppb) had been exceeded in all 
five WSWs.  WSW‐5, located at the parsonage, had the highest benzene level at 17 ppb.  
The 2L Standard for 1,2‐dichloroethane (0.38 ppb) was also exceeded in WSW‐5 at the 
parsonage,   
 According to the Monitoring Well and Water Supply Well Sampling Event Report by Force dated 
December 29, 2008; benzene has been historically detected at concentrations exceeding the 
2L Standards in the groundwater samples collected from WSW‐2, WSW‐4, WSW‐6, and 
WSW‐Johnson.  Benzene and methyl tert‐butyl ether (MTBE) had been detected in the 
samples collected from WSW‐3 in 1991 at levels exceeding their respective 2L Standards.  
Benzene, 1,2‐dichloroethane, and MTBE (once in 1991 for MTBE) have been historically 
detected exceeding their respective 2L Standards in the groundwater samples collected from 
the active on‐site water supply well (WSW‐5).  No target constituents were historically 
detected in the groundwater samples collected from WSW‐1, 
 April 2004:  Monitoring well installation and WSW and groundwater sampling report 
performed. Twelve soil borings were completed to depths ranging from 6 to 15 ft beneath 
land surface (BLS).  The borings with the highest photoionization detector (PID) reading were 
converted into monitoring wells (MW‐1 through MW‐7, respectively).  Groundwater samples 
were collected from five of the monitoring wells (MW‐1 & 3 were dry).  MW‐2, 4 and 5 were 
impacted.  The 2L Standards and the EPA Standards for benzene, ethylbenzene, toluene, and 
total xylene were exceeded in MW‐1.  The 2L Standard for EDB was also exceeded in MW‐
1.  The 2L Standards for benzene, ethylbenzene, total xylene, and naphthalene were 
exceeded in MW‐4.  The only constituent detected in MW‐5 was total xylenes, and the 
detections were below the 2L and EPA Standards.  Three of the six WSWs were sampled.  
WSW‐5 & WSW‐6 were impacted.  WSW‐5 (parsonage) & WSW‐6 located at 517 Fire 
Tower Road have petroleum constituent levels that exceed both the 2L Standards and the 
EPA Standards.  According to information provided by the UST Section, based on the 
constituent levels in WSW‐5 & 6, groundwater flow, and high constituent levels in MW‐2 
and 4, it is possible that the pumping of WSW‐5 & WSW‐6 is causing the impacted 
groundwater to be pulled into the bedrock and towards the wells.  It was recommended to 
excavate approximately 450 tons of impacted soil around the wood building and MW‐1, 2 & 
3 in an attempt to eliminate a residual source.  It was also recommended an installation of a 
deep bedrock well between MW‐2 and Fire Tower Road.  The investigation around Davis 
Store indicated that there is soil and groundwater impact at that site.  It is possible that a 

Saint’s Delight Baptist Church Incident # 3887 WR Project # 02171214.07
Subsequent Monitoring Report Page 7 February 2020

release occurred and could also be affecting the WSWs.  It was recommended to sample the 
WSW located just southwest of the Davis Store site to determine if it has also been 
impacted.  Monthly supply of bottled water was being provided to residences, 
 September 2008 – December 2008: In September 2008, monitoring wells MW‐4, MW‐5, 
MW‐7 and water supply wells WSW‐2, WSW‐5, and WSW‐6 were sampled.  Monitoring 
well MW‐4 and water supply wells WSW‐5 and WSW‐6 contained petroleum concentrations 
exceeding the 2L Standard.  In November and December 2008, water supply wells WSW‐2, 
WSW‐4, and WSW‐Johnson were sampled.  Water supply well WSW‐2 contained petroleum 
concentrations exceeding the 2L Standard.  WSW‐4 contained a benzene concentration 
below 2L standards, 
 August 2009: S&ME collected water samples from five nearby water supply wells (WSW‐2, 
WSW‐2A, WSW‐3, WSW‐5, and WSW‐6).  S&ME attempted to collect water samples from 
two additional water supply wells, WSW‐4 and WSW‐Johnson, but the wells were 
inaccessible.  In addition, historical reports were unclear about the location of WSW‐2 [548 
Fire Tower Road (WSW‐2) vs. 562 Fire Tower Road (WSW‐2A)]; therefore, S&ME collected 
groundwater samples from both water supply wells.  S&ME did not locate water supply well 
heads for WSW‐2A and WSW‐Johnson; however, outside spigots were located at both 
properties.   Concentrations of benzene were detected in the samples collected from WSW‐
2A and WSW‐3 exceeding its 2L Standards.  Di‐isopropyl ether (DIPE) was also detected at 
0.5 ppb, below its 2L Standard, in the water sample collected from WSW‐3.  Concentrations 
of benzene (9.3 ppb) and 1,2‐dichloroethane (1.0 ppb) were detected in the groundwater 
sample collected from WSW‐6, exceeding their respective 2L Standards.  DIPE (1.5 ppb) and 
total xylenes (0.51 ppb) were also detected in the groundwater sample collected from WSW‐
6, but below their respective 2L Standards.  No other constituents were detected in the 
samples collected from WSW‐2A, WSW‐3, and WSW‐6.  No target constituents were 
detected in the groundwater samples collected from WSW‐2 and WSW‐5, 
 November 2012: Three monitor wells (MW‐2R, MW‐3R, and MW‐ 6R) were installed at the 
site.  Groundwater flow was established to the northwest after surveying was completed. 
Groundwater samples were collected from six monitor wells (MW‐2R, MW‐3R, MW‐4, MW‐
5, MW‐6R, and MW‐7).  Monitor well MW‐1 was dry and was not sampled.  The laboratory 
analytical results of the groundwater samples indicated that several VOCs were reported at 
concentrations exceeding their respective 2L Standards in monitor wells MW‐2R, MW‐4, and 
MW‐6R.  Monitor wells MW‐2 and MW‐3 were also abandoned. Water samples were 
collected from four water supply wells, WSW‐2A, WSW‐3, WSW‐5, and WSW‐6.  The 
laboratory analytical results of the water samples indicated that benzene and 1,2‐
dichloroethane were detected above the 2L Standard in WSW‐3.  At the request of 
NCDENR, S&ME re‐sampled WSW‐3 on December 10, 2012.  The sample collected from 
WSW‐3 was analyzed by two separate laboratories (Pace and ConTest).  The laboratory 
analytical results of the re‐sampling of WSW‐3 indicated that benzene was detected in 
concentrations exceeding the 2L Standard in both laboratory analyses. In addition, 1,2‐
dichloroethane was detected in a concentration exceeding the 2L Standard in the analysis for 
WSW‐3 performed by Pace, 
 December 2012‐January 2015:  Periodic sampling of the POE systems have been conducted,   
 April 2015:  WR performed groundwater and supply well sampling activities at the site.  
Analytical data for groundwater samples analyzed by SM 6200B showed several targeted 
compounds at levels exceeding their respective 2L Standards in monitoring wells MW‐1, 
MW‐2R, MW‐4, and MW‐6R. Benzene and naphthalene were detected above their 2L 
Standards in monitoring wells MW‐1, MW‐2R, MW‐4, and MW‐6R. None of the compounds 
identified in the samples were reported at levels exceeding their respective GCLs.  No 
targeted compounds were reported in the samples retained from MW‐3R, MW‐5, or MW‐7.  
Analytical results for supply well samples obtained from the influent of the POE system 

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attached to WSW‐5 indicated the presence of benzene and 1,2‐dichloroethane at 
concentrations that exceed the 2L Standards. In addition, IPE and naphthalene were also 
detected in the influent sample but at concentrations below the respective 2L Standards.  No 
targeted compounds were reported in the samples retained from water supply WSW‐2A or 
the effluent of the POE system attached to WSW‐5.  
 September 2015:  WR performed soil sampling on the former Davis Store property and the 
former Woods Store property located to the north and east of the site, respectively, in an 
effort to define the extent(s) of soil contamination at each location.  One or more targeted 
compounds were identified at concentrations in excess of their respective Soil‐to‐Water 
MSCCs in eighteen of twenty‐five samples submitted for analysis by EPA Method 8260.  
Data for EPA Method 8270 analysis showed naphthalene present in four (4) of the twenty‐
five soil samples submitted for analysis at levels above the Soil‐to‐Water MSCC for the 
compound.  No compounds were reported at concentrations in excess of their respective 
Residential or Industrial/Commercial MSCCs.  Contaminants identified in the soil samples 
were restricted to samples obtained from borings installed on the Wood property.  Those 
contaminants identified on the Wood property were found in and surrounding the areas of 
disturbed soils identified through GPR and assumed to be the former location(s) of USTs 
previously closed at the facility.  No targeted compounds were reported in any soil samples 
obtained from locations at the former Davis Store (Ted Gupton) property.   
 December 2015: Following the sale of the property on which supply well WSW‐4 is located, 
the POE system at the location was removed in accordance with Department policy.   
 February 2016: WR performed the purging and sampling of monitoring wells MW‐1, MW‐
2R, MW‐3R, MW‐4, MW‐5 and MW‐7, purged and sampled supply wells WSW‐4, WSW‐5 
(Pre‐and Post‐POE) and WSW‐7, and emplaced UNIREM® PRP™ Well Booms in monitoring 
wells MW‐2R and MW‐4.  Analytical data for groundwater samples obtained in February 
2016 indicated the presence of several compounds in samples from monitoring wells MW‐
2R and MW‐4 at concentrations exceeding their respective 2L Standards.  No compounds 
were reported at concentrations exceeding their respective GCLs. Analytical data for the pre‐
POE sample obtained from WSW‐5 indicated the presence of benzene and 1,2 
dichloroethane at concentrations exceeding their respective 2L Standards.  The 
concentration of benzene detected in the sample also exceeded the US EPA MCL.   Data for 
the post‐POE sample obtained from WSW‐5 did not show any targeted contaminants at 
levels exceeding the laboratory method detection limit for SM6200B, indicating that the POE 
system was, at the time, effectively removing/sequestering contaminants associated with the 
supply well.  Data for supply well samples obtained from WSW‐4 and WSW‐7 did not show 
targeted compounds at levels above the MDL for SM6200B.     
 April 2017: WR performed a sampling event at the facility on April 17 and 20, 2017, which 
included the purging and sampling of monitoring wells MW‐2R, MW‐3R, MW‐4, MW‐5 and 
MW‐7, and the purging and sampling of supply wells WSW‐4 and WSW‐6.  Following 
groundwater sampling, Universal Remediation, Inc. (UNIREM) PRP® Well Booms were 
emplaced in wells MW‐2R and MW‐4.  WR was tasked with the collection of groundwater 
samples from wells MW‐1 and MW‐6R; however, MW‐1 was found to be dry upon gauging, 
and MW‐6R could not be found and is assumed to be located beneath a large pile of wood 
debris. Analytical data for groundwater samples obtained from site monitoring wells in April 
2017, and analyzed by SM6200B, indicated the presence of one or more target petroleum 
compounds in samples obtained from MW‐2R and MW‐4.  One or more compounds 
detected in samples from these wells were reported at concentrations in excess of their 
respective 2L Standards. Analytical data for samples obtained from WSW‐4 showed the 
presence of benzene at a concentration of 0.755 parts‐per‐billion (ppb), a level beneath the 
2L Standard (1.0 ppb) and the US‐EPA Maximum Contaminant Level (MCL) of 5.0 ppb.  Data 

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for the sample from WSW‐6 did not show the presence of compounds targeted by 
SM6200B at concentrations exceeding the laboratory method detection limit (MDL).   
 June 2018: WR completed a groundwater and supply well sampling event at the facility.  
Analytical data for groundwater samples obtained in June 2018 indicated the presence of 
one or more targeted compounds in samples from monitoring wells MW‐2R and MW‐4 at 
concentrations exceeding their respective 2L Standards.  No compounds were reported at 
concentrations exceeding their respective GCLs.  No target compounds were reported in 
samples from wells MW‐3R, MW‐5 or MW‐7 at concentrations above the laboratory MDL 
for SM6200B.  In general, based on total BTEX values for the groundwater sampling event 
compared to that conducted in April 2017, contaminant concentrations as reported through 
laboratory analysis had increased in MW‐4 but decreased in MW‐2R. The fluctuations in the 
levels of contaminants identified in the wells in June 2018 when compared to previous 
sampling events could be a result of heavy rainfall that occurred during May 2017.   
 October 2018: WR completed a receptor survey update relating to the release at the 
location.  WR noted that a change to the ownership of the Wood parcel (WSW‐2 and WSW‐
2A) had occurred since the passing of Mr. Harold Wood in October 2017.  The parcel is now 
owned/managed by the HR Wood Estate, in care of Ms. Emily Angel of Madison, NC.  
Several surface water bodies (un‐named ponds or impoundments) were found to lie within 
1,500 ft of the site.  Two of these features (noted in Table B‐5B) approach to within 1,000 ft 
of the site – one approximately 730 ft northwest and the other approximately 630 ft west.  
WR contacted Mr. Alex Fuller, Assistant Director of the Franklin County Public Utilities 
Department, to inquire about the potential for a water line installation at the location of the 
site in the future.  Mr. Fuller did not issue a response; however, WR spoke with a customer 
service representative who indicated to WR that at present there are no plans to install a 
water line in the vicinity of the site.  The site is located along a topographic ridge with an 
approximate elevation of 870 ft above mean sea level (MSL).  Overland flow generally trends 
to the west from the site towards an un‐named surface water body situated approximately 
1,200 ft west of the location.  This un‐named surface water drains as a tributary of Back 
Creek, which discharges to Cypress Creek and ultimately the Tar River, within the Tar River 
Basin.  The site is not located within the Coastal Plain Physiographic Region of North 
Carolina.  The NC Source Water Assessment Program (SWAP) administered by the NCDEQ‐
Public Water Supply Section does not identify any well head protection of community supply 
wells within ½ mile of the source area at the site.  As properties within 1,000 ft of the source 
area rely on potable supply wells as their sole means of water supply, the site risk remains 
high.  Based on findings associated with the performance of the receptor survey update, no 
substantive changes were noted relating to the status of surrounding supply wells.   

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3. Brief Description of Site Characteristics

The property is located at 565 Firetower Road in an unincorporated area of mixed‐use 
residential and agricultural properties within the corporate limits Louisburg, Franklin County, NC 
(Figure 1). The site and surrounding properties are zoned for residential, commercial, and 
agricultural land uses.  The site includes a single‐story brick ranch‐style house with wood‐framed 
roof situated in the central portion of the subject property.  The structure is currently used as a 
parsonage by the Saint’s Delight Baptist Church, located on the southern adjacent property.  The 
remainder of the site consists of a gravel driveway and maintained grassy areas.  Site features, 
including monitoring wells, water supply wells and offsite UST systems, are depicted on Figure 2.  
The Franklin County, NC Tax Department identifies the property comprising the site as parcel # 
2845‐49‐9754, including 5.30 acres of land.  The site is currently owned by Saint’s Delight 
Baptist Church, who obtained the property from Walter C. Collins in 1981.    

4. Information on Receptors/Potential Receptors

WR did not perform a receptor update in association with the current task authorization for the 
site; however, WR personnel completed a receptor update during October 2018. The following 
receptors are present in the vicinity of the subject facility: 

 Four active private water supply wells were identified within a 1,500‐ft radius of the 
release area on the site, each utilized as potable supplies.  These wells were identified as 
WSW‐2A, WSW‐4, WSW‐5 and WSW‐6.  The onsite water supply well (WSW‐5) is 
currently connected to a POE system, and WSW‐4 had been serviced by a POE system up 
until December 2015.  Per Department policy, the system was removed following the sale 
of the property.     
 Three additional supply wells (either inactive or abandoned) were also identified within that 
radius, including WSW‐2, WSW‐3 and WSW‐7.  WSW‐7 was placed into service during 
2015 and is now an active, potable supply well.    
 Municipal water service was (and is) not available to the site and surrounding properties, 
nor does the County have current plans for the installation of water services to the area. 
 No surface water bodies were identified within 500 ft of the release area on the site.   

The site is located along a topographic ridge with an approximate elevation of 870 ft above mean 
sea level (MSL).  Overland flow generally trends to the west from the site towards an un‐named 
surface water body situated approximately 1,200 ft west of the location.  This un‐named surface 
water drains as a tributary of Back Creek, which discharges to Cypress Creek and ultimately the 
Tar River, within the Tar River Basin.   

The site is not located within the Coastal Plain Physiographic Region of North Carolina.  The NC 
Source Water Assessment Program (SWAP) administered by the NCDEQ‐Public Water Supply 
Section does not identify any well head protection or community supply wells within ½ mile of 
the source area at the site.  As properties within 1,000 ft of the source area rely on potable 
supply wells as their sole means of water supply, the site risk remains high.  Private water supply 
well information is summarized in Table B‐5A, while additional receptor information is included 
in Table B‐5B.  Supply well and additional receptor locations are shown on Figure 7.  

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D. PRESENTATION OF CURRENT/COMPARISON TO HISTORICAL 
ASSESSMENT INFORMATION 

On January 29, 2020, WR personnel mobilized to the subject site to perform assessment and 
sampling activities in accordance with task authorization TA‐04 under NCDEQ Contract # 
N17005.  Activities included those outlined below and described more thoroughly in the 
following sections: 

1 Monitoring Well Gauging / Groundwater Elevation Measurements 

Monitoring Well Gauging  
Prior to the purging and sampling of monitoring wells at the facility, as described below, WR 
personnel opened and gauged each monitoring well (excepting MW‐6R, which could not be 
located by WR personnel) with an electronic water level indicator.  Gauging of the wells included 
the measurement and recording of depth to groundwater (DTW) levels beneath each wells’ top 
of casing (TOC).  Groundwater levels as measured on January 29, 2020, ranged from 4.52 ft 
beneath TOC (BTOC) in MW‐5 to 11.36 ft BTOC in MW‐3R. Any measurements obtained while 
purging the wells were recorded on field notes, copies of which are included in Appendix B.   

Groundwater elevation data for the sampling event indicates groundwater flow trends in a 
westerly direction, with a northerly component on the former Woods Grocery property (Figure 
3).  This groundwater flow direction is generally consistent with what would be expected based 
on overland flow, and with past assertions as to flow direction.  These data are included in Table 
B‐7, while historical groundwater elevation data are included in Table B‐9.   

2 Groundwater Sampling and Analytical Results 

Monitoring Well Sampling  
WR personnel obtained groundwater samples from monitoring wells MW‐1, MW‐2R, MW‐3R, 
MW‐4, MW‐5 and MW‐7 on January 29, 2020, following gauging and purging.  WR was tasked 
with the collection of groundwater samples from monitoring well MW‐6R; however, the well 
could not be located despite the use of historical maps, a metal detector and probe rod.  It 
appears that this well has been buried under wood debris placed at the site.    

Each well sampled was purged a minimum of three well volumes of groundwater (or until such 
time as the well was purged to a “dry” state) with separate, disposable bailers as described in 
procedures outlined in Appendix D.  Following adequate purging and recharging of each well, 
samples were decanted directly from the bailer(s) into laboratory‐prepared sample containers 
appropriate to the analysis for which samples were submitted.  Samples obtained from site 
monitoring wells during January 2020 were submitted to Waypoint Analytical, LLC (Waypoint), 
formerly Prism Laboratories, Inc. for analysis by Standard Method (SM) 6200B, targeting volatile 
organic compounds (VOCs).   

Subsequent to the collection of groundwater samples from wells MW‐2R and MW‐4, 
Provectus® ORS™ Well Booms were placed in these wells to enhance the potential for naturally‐
occurring degradation of contaminants.   

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Laboratory Results 
Analytical data for groundwater samples obtained from site monitoring wells in January 2020 
indicated the presence of one or more target petroleum compounds in samples obtained from 
MW‐2R and MW‐4 at concentrations in excess of their respective 2L Standards.   No 
compounds detected in these samples were reported at levels exceeding their respective Gross 
Contaminant Levels (GCLs).  Results for samples from MW‐1, MW‐3R, MW‐5 and MW‐7 did not 
show targeted compounds at concentrations exceeding the laboratory MDL.   

In general, based on total BTEX values for this groundwater sampling event compared to that 
conducted in June 2018, contaminant concentrations as reported through laboratory analysis 
have decreased markedly in MW‐2R.  Levels of total BTEX in MW‐4 showed a slight but not 
significant increase. The overall trend appears to suggest a general decrease in contaminants 
over time.  Depletion of target contaminants could relate to migration of contaminants to 
locations not, as yet, defined, or depletion of contaminants through naturally‐occurring 
processes. Changes in total BTEX in groundwater samples between June 2018 and January 2020 
are shown in the following table: 

Changes in Total BTEX between June 2018 and January 2020 

Well ID Total BTEX June 2018 Total BTEX January 2020 Change Percent Change 
MW‐2R 3024 205.5 Decrease ‐93 
MW‐4 1103.9 1163.7 Increase 5.4 

The laboratory report and chain‐of‐custody associated with these samples are included in 
Appendix A, while data are summarized in Table B‐4 and depicted on Figure 4.  Groundwater 
isoconcentration maps showing estimates of benzene and total xylenes impact are shown on 
Figures 5 and 6, respectively.   

3 Supply Well Sampling and Analytical Results 

Supply Well Sampling  
WR personnel obtained supply well samples from WSW‐2, WSW‐4, WSW‐5 (Pre‐ and Post‐
POE), WSW‐6 and WSW‐7 on January 29, 2020.  Supply wells were purged by way of 
energizing the pump within each well, allowing the pumps to run continuously for a minimum of 
ten minutes, after which samples were obtained from the sampling points.  Samples collected 
from these wells were submitted to Waypoint for analysis by SM6200B.   

Saint’s Delight Baptist Church Incident # 3887 WR Project # 02171214.07
Subsequent Monitoring Report Page 13 February 2020

Laboratory Results 
Analytical data for the sample obtained from WSW‐4 indicated the presence of benzene and 
1,2‐DCE at concentrations exceeding their respective the 2L Standards but below the US‐EPA 
MCLs for the compounds.  As previously discussed, a POE system serviced this well up until late 
2015, at which time the system was decommissioned due to the transfer of property ownership.  
Analytical data for the samples obtained from WSW‐5A (influent) showed the presence of 
several petroleum related compounds.  Benzene and 1,2‐DCE were reported at levels above the 
2L Standards, and the benzene concentration also exceeded the US EPA MCL for the compound.  
Data for the samples from WSW‐5A (effluent) showed the presence of several petroleum related 
compounds.  Benzene and 1,2‐DCE were reported at levels above the 2L Standards, and the 
benzene concentration also exceeded the US EPA MCL for the compound.  These data would 
normally indicate contaminant breakthrough of the existing POE system at the location, 
however, based on the laboratory data, NCDEQ dispatched their alternate water contractor 
(Evocqua) to the location to assess the status of the POE system on February 17, 2020.  Evocqua 
personnel determined that the bypass valve on the system had left open at the time of the most 
recent filter change.  Evocqua corrected the positioning of the valve to ensure proper flow 
through the system.  Laboratory results for samples obtained from WSW‐2, WSW‐6 and WSW‐
7A did not show the presence of compounds targeted by SM6200B at concentrations exceeding 
the laboratory MDL.   

The laboratory report and chain‐of‐custody associated with these samples are included in 
Appendix A.  Receptors and their locations relative to the site are shown on Figure 7.   

Saint’s Delight Baptist Church Incident # 3887 WR Project # 02171214.07
Subsequent Monitoring Report Page 14 February 2020

E.  CONCLUSIONS AND RECOMMENDATIONS 

This report documents the results of field activities conducted at the site during January 2020, 
which included the performance of groundwater and supply well sampling.  Data obtained during 
these assessment and sampling activities combined with historical information show the 
following: 

 Based on analytical data for soil samples obtained in association with assessment on the 
former Woods Store property, soils exhibiting contaminant concentrations in excess of their 
respective Soil‐to‐Water MSCCs appear focused in two separate areas of the property: One 
including and surrounding the reported former location of the UST area to the west of the 
building on site encompassing an estimated lateral area of 1,050 square ft (ft2), and the 
second including and surrounding the former kerosene UST area located near the buildings’ 
southwest corner, encompassing an estimated lateral area of 560 ft2.  It is expected that soils 
containing compounds at levels exceeding their respective Soil‐to‐Water MSCCs generally 
extend from depths of 5 to 10 ft beneath surface grade, and are in contact with, and leach to, 
the groundwater at the location.  Excavation of contaminated soils followed by the 
emplacement of RemRx CRP (persulfate) is scheduled to occur on or about March 23, 2020.  
These activities have been designed to reduce contaminant mass available for leaching to 
groundwater at the location, and deplete contaminants in groundwater surrounding these 
areas.   
 Analytical data for soil samples obtained from locations on the former Davis Store property 
did not show the presence of contaminants at levels above the MDLs for EPA 8260 or EPA 
8270.  These data suggest that no appreciable soil impact persists at the location.   
 Analytical data for the sample obtained from WSW‐4 indicated the presence of benzene and 
1,2‐DCE at concentrations exceeding the 2L Standards, however, the levels detected fell 
below the EPA MCL for the compound.  
 Analytical data for the samples obtained from WSW‐5A (influent) showed the presence of 
benzene and 1,2‐DCE at levels above the 2L Standards.  Benzene was reported at a level 
above the MCL for the compound.  
 Analytical data for the samples from WSW‐5A (effluent) showed the presence of benzene 
and 1,2‐DCE at levels above the 2L Standards.  Benzene was reported at a level above the 
MCL for the compound.  These data would normally indicate contaminant breakthrough of 
the existing POE system at the location, however, based on the laboratory data, NCDEQ 
dispatched their alternate water contractor (Evocqua) to the location to assess the status of 
the POE system on February 17, 2020.  Evocqua personnel determined that the bypass valve 
on the system had left open at the time of the most recent filter change.  Evocqua corrected 
the positioning of the valve to ensure proper flow through the system.   
 Data for WSW‐2, WSW‐6 and WSW‐7A did not show the presence of compounds targeted 
by SM6200B at concentrations exceeding the laboratory MDL.   
 Data for groundwater samples obtained from site monitoring wells in January 2020 showed 
one or more target contaminants in samples from wells MW‐2R and MW‐4 at concentrations 
exceeding their respective 2L Standards.  None of the compounds reported in either of these 
samples were in excess of their respective GCLs.  While not defined, the areas of 
groundwater contamination at the former Woods Store and Davis Store properties do not 
appear directly connected.   
 The contamination on the former Davis Store property identified in MW‐4 appears to be 
cross gradient to any threatened receptors in proximity to the location. In general, based on 
total BTEX values for this groundwater sampling event compared to that conducted in June 

Saint’s Delight Baptist Church Incident # 3887 WR Project # 02171214.07
Subsequent Monitoring Report Page 15 February 2020

2018, contaminant concentrations as reported through laboratory analysis have decreased 
substantially in MW‐2R and increased negligibly in MW‐4. The overall trend appears to 
suggest a general decrease in contaminants over time. Depletion of target contaminants 
could relate to migration of contaminants to locations not, as yet, defined, or depletion of 
contaminants through naturally occurring processes.  
 While continued contaminants in the surficial aquifer infer the continued threat to WSW‐5 
and other downgradient supply wells, discernable contaminant trends have yet to emerge.   
 WR was unable to obtain groundwater samples from MW‐6R during June 2018.   
 Groundwater contamination has not been defined at levels equivalent to the 2L Standards 
downgradient of the former Woods Store or up‐gradient of the Davis Store.   
 The surrounding properties rely exclusively on private water supply wells for provision of 
potable water with no municipal water service currently available.   
 At present, several active private water supply wells are utilized as potable supplies within a 
1,500 ft radius of the release area on the site.  These wells include WSW‐2, WSW‐4, WSW‐
5, WSW‐6 and WSW‐7. 
 Two inactive supply wells (WSW‐2A and WSW‐3) are situated within 1,000 ft of the source 
area.   
 No surface water bodies were identified within 500 ft of the release area on the site,  
 The site does not lie within the Coastal Plain Physiographic Province of North Carolina, 

Based on the results of assessment and monitoring activities conducted at the site in association 
with this TA, as well as assessment information relating to the site, WR recommends the 
following: 

 In association with TA‐05 currently open for the site, excavate and dispose of petroleum‐
impacted soils on the former Woods Store property containing petroleum compounds at 
levels exceeding their respective Soil‐to‐Water Maximum Soil Contaminant Concentrations 
(MSCCs) as defined through soil boring investigative activities performed in September 2015 
(see Figure 8), followed by the placement RemRx controlled release persulfate (CRP) in 
contact with vadose zone soils (extending into the groundwater at the location) in the 
excavated areas to enhance degradation of groundwater contaminants.   
 Re‐install monitoring wells MW‐1 and MW‐2R (if destroyed during source area soils 
removal), and re‐installation of monitoring well MW‐6R (the well has not been located over 
the course of several sampling events).   
 Install of five (5) additional Type II monitoring wells to delineate groundwater contaminant 
impacts equivalent to 2L Standards (see Figure 9).  Proposed locations of these wells are 
based on elevated contaminant concentrations in MW‐2R and MW‐6R. These wells are 
proposed for installation in the following locations:  
o Approximately 150 ft west (downgradient) of MW‐6R, 
o Approximately 200 ft southwest of MW‐6R adjacent to the onsite parsonage, 
o Approximately 175 ft south southeast of MW‐6R, 
o Approximately 175 ft northwest (downgradient) of MW‐6R, 
o Approximately 70 ft northwest (downgradient) of MW‐4.  
 Install one Type III monitoring well to the west of the subject property in the vicinity of Type 
II monitoring well MW‐6R (see Figure 9).   
 Continue monitoring of groundwater conditions at the facility to map contaminant and 
migration trends and the impact of remedial efforts scheduled for March 2020. 
 Continue sampling of water supply wells that are at risk or may have been impacted. 

FIGURES 

TABLES 
UST IDNumberCurrent/LastContentsPreviousContentsCapacity(in gallons)ConstructionDetailsTankDimensions (diameter x length) (ft)Description ofAssociatedPiping & PumpsDate of TankInstallationStatus ofUSTWas release associated with UST System? (Y/N)1 Kerosene Unknown 100 Unknown Unknown Unknown Unknown Unknown Unknown2 Diesel Unknown 270 Unknown Unknown Unknown UnknownPermanently Closed by Removal(Prior to 1977)Unknown3 Gasoline Unknown 550 Unknown Unknown Unknown UnknownPermanently Closed by Removal(Prior to 1977)Unknown4 Gasoline Unknown 550 Unknown Unknown Unknown UnknownPermanently Closed by Removal(Prior to 1977)Unknown5 Unknown Unknown 550 Unknown Unknown Unknown UnknownPermanently Closed by Removal(Prior to 1977)Unknown1 Unknown Unknown Unknown Unknown Unknown Unknown UnknownPermanently Closed by Removal(Unknown)Unknown2 Unknown Unknown Unknown Unknown Unknown Unknown UnknownPermanently Closed by Removal(Unknown)UnknownAST IDNumberCurrent/LastContentsPreviousContentsCapacity(in gallons)ConstructionDetailsTankDimensions (diameter x length) (ft)Description ofAssociatedPiping & PumpsDate of TankInstallationStatus ofASTWas release associated with AST System? (Y/N)1 Waste Oil Unknown 250 Steel 3' x 5' N/A Unknown Inactive UnknownIncidentNumberMaterialReleasedDateofRelease3887 Unknown UnknownNotes:1)Table B-1Site History: UST/AST System & Other Release InformationSaint's Delight Baptist ChurchA petroleum release was identified in the vicinity of the subject site after petroleum contamination was identified in the onsite water supply well (WSW-5). This well currently employs a point of entry system for filtering water.565 Firetower RoadLouisburg, Franklin County, NCIncident Number: 3887Description of ReleaseNo USTs Have Been Identified in Relation to the Subject Property.562 Firetower Road - Eastern Adjacent Property1-201 Wood Champion Road - Northern Adjacent PropertyNo ASTs Have Been Identified in Relation to the Subject Property.562 Firetowner Road - Eastern Adjacent PropertyAs noted above, no current or former USTs or ASTs have been identified on the Saint's Delight Baptist Church property.Page 1 of 1
CalculatedAcetoneAcroleinBenzenen‐Butylbenzenesec‐ButylbenzeneChloroform1,2‐Dibromoethane(EDB)1,2‐DichloroethaneDi‐isopropyl ether (IPE)EthylbenzeneIsopropylbenzenep‐Isopropyltoluene2‐Butanone (MEK)Methyl tert‐butyl etherNaphthalenen‐PropylbenzeneStyreneToluene1,2,4‐Trichlorobenzene1,2,4‐Trimethylbenzene1,3,5‐TrimethylbenzeneTotal Xylene67‐64‐1 107‐02‐871‐43‐2 104‐51‐8 135‐98‐867‐66‐3 106‐93‐4 107‐06‐2 108‐20‐3 100‐41‐498‐82‐899‐87‐678‐93‐3 1634‐04‐491‐20‐3 103‐65‐1 100‐42‐5 108‐88‐3 120‐82‐195‐63‐6 108‐67‐8NA11/26/200812/20/2010NR NR2.6ND ND NR ND ND ND7.7 1.2ND NR ND ND ND NR13.4NR2.3 0.93 43.811/5/2012 4/13/2015 110<5016 4.4 2.6<5.0 <1.0 <1.0 <1.0210 17 5.4 42<1.081 34 3.7 300<1.0200 79 10302/18/2016<50 <50 <1 <1 <1 <5 <1 <1 <113.4<1 <1 <10 <1 <51.6<117<111.5 3.45 68.14/17/20176/4/2018<50.0 <50.0 <1.00 <1.00 <1.00 <5.00 <1.00 <1.00 <1.00 <1.00 <1.00 <1.00 <10.0 <1.00 <5.00 <1.00 <1.00 <1.00 <1.00 <1.00 <1.00 <21/29/2020<10 NR <0.5 <0.076 <0.076 <0.076 <0.051 <0.066 <0.050 3<0.5 <0.089 <0.24 <0.042 <0.19 <0.5 <0.047 3.2<0.13 1.3 <0.076 113/11/2004NR NR2700 270 140NR ND ND50 3600 100 26NR53 690 250NR13000NR2100 550 117009/25/200812/20/201010/16/201211/5/2012NR NR161ND ND NR5.6 4 1.7 315 62.2ND NR ND166 113NR984NR919 251 2740 4/13/2015<50 <50490 9.5 8.2<5.046<1.0 <1.01300 54 26<10 <1.0580 110 28 5200<1.02100 550 91002/18/2016<50 <50620 1.33 1.56<533.3 3.25<1706 10.2 10<10 <1 <50017.6 10.3 4790<11320 364 56404/17/2017<50624 11.8<1 <1 <5 <1 <1 <18.41 2.88<1 <10 <19.78 4.39<154.9<169.2 21.5 174.66/4/2018<50.0 <50.0163 16.9 7.77<5.00 <1.00 <1.00 <1.00244 25.4 5.71<10.0 <1.0093.5 58.2<1.00780<1.00991 314 18371/29/2020<10 NR6.8 5.7 1<0.076 0.85<0.066 <0.050 7.7 2.9 0.56<0.24 <0.042 12 3.9<0.5 31<0.13 96 34 1603/10/20049/25/200812/20/201010/16/201211/5/2012NR NR0.83ND ND NR ND ND ND1.8ND ND NR ND ND0.62NR6.5NR5.2 1.6 13.8 4/13/2015<50 <50 <1.0 <1.0 <1.0 <5.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <10 <1.0 <5.0 <1.0 <1.0 <5.0 <1.0 <1.0 <1.0 <22/18/2016<50 <50 <1 <1 <1 <5 <1 <1 <1 <1 <1 <1 <10 <1 <5 <1 <1 <5 <1 <1 <1 <24/17/2017<50 <50 <1 <1 <1 <5 <1 <1 <1 <1 <1 <1 <10 <1 <5 <1 <1 <1 <1 <1 <1 <26/4/2018<50.0 <50.0 <1.00 <1.00 <1.00 <5.00 <1.00 <1.00 <1.00 <1.00 <1.00 <1.00 <10.0 <1.00 <5.00 <1.00 <1.00 <1.00 <1.00 <1.00 <1.00 <21/29/2020<10 NR <0.048 <0.076 <0.076 <0.076 <0.051 <0.066 <0.050 <0.061 <0.054 <0.089 <0.24 <0.042 <1 <0.087 <0.047 <0.044 <0.13 <0.054 <0.076 <0.15 3/10/2004NR NR59 340 17NR ND ND5.4 360 45 26NR21 170 140NR150NR850 330 11009/25/2008NR NR71.1 103ND NR ND ND ND195 22.4ND NR ND79.4 33.9NR74.9NR405 219 113111/26/200812/20/2010NR NR59.2ND ND NR ND ND ND315 30.5ND NR ND 214 D67.3NR140NR 780 D 285 D168110/16/2012NR NR202ND ND NR ND ND121 47.2ND ND NR ND18.9 2.6 4.1 757NR37.3 8.3 33111/5/2012NR NR33.8ND ND NR ND ND ND374 45.7ND NR ND242 85.8NR254NR698 195 1342 4/13/2015<50 <507.2 5.8 5<5.0 <1.0 <1.0 <1.0280 29 12<10 <1.0170 63 1 150<1.0490 140 10602/18/2016<50 <505.05 4.93 2.85<5 <1 <1 <1153 16.4 6.22<10 <180.8 40.2<143.5<1386 74.6 599.24/17/2017<2500 <2500 <50 <50 <50 <250 <50 <50 <50282 25.9<50 <500 <50132 55.6<5055.6<50414 118 797.26/4/2018<500 <500 <10.010.8<10.0 <50.0 <10.0 <10.0 <10.0337 40.3<10.0 <100 <10.0154 89.4<10.023.9<10.0640 180 7431/29/2020<100 NR5.7 12 8.1<0.76 <0.51 <0.66 <0.50 330 36<0.5 <2.4 <0.42 170 90<0.47 68<1.3 670 150 7606000 NL 1 70 70 70 0.02 0.4 70 600 70 25 4000 20 6 70 70 600 70 400 400 5006,000,000 NL 5,000 6,900 8,500 70,000 50 400 70,000 84,500 25,000 11,700 4,000,000 20,000 6,000 3,000 70,000 260,000 70,000 28,500 25,000 85,500Notes:1)2)3)4)5)6)NL= Not ListedNA= Compound Not Analyzed for by Laboratory.NR= Compound Not Reported By Previous ConsultantsND= Compound Not Detected.Result= Result Exceeds Laboratory Detection LimitsResult= Result Exceeds 2L StandardResult= Result Exceeds MCL ValueNot Sampled ‐ DryCompounds analyzed for by laboratory but not listed were not detected above laboratory detection limits. See the laboratory report included  in the Appendix for a full list of constituents. SampleIDDateCollectedAnalytical Method6200B ‐ Volatile Organic CompoundsNot Sampled ‐ DryNot Sampled ‐ DryNot Sampled ‐ DryNC 2L Standard GCLs for GroundwaterNot Sampled ‐ DryTABLE B‐4Louisburg, Franklin County, NCIncident Number: 3887SUMMARY OF GROUNDWATER ANALYTICAL RESULTS565 Firetower RoadSaint's Delight Baptist ChurchNot Sampled ‐ DryMW‐2MW‐3Not SampledAll results provided in ug/L (micrograms per liter) or parts per billionNot Sampled ‐ DryNot Sampled ‐ DryNot Sampled ‐ DryNot Sampled ‐ DryNC 2L Standard ‐ North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02LGCLs for Groundwater = NCDENR UST Section Gross Contamination Levels for GroundwaterData for samples pre‐dating April 13, 2015 from previous consultants' reportsAcrolein, Reported in MW‐2R at a concentration of 624 µg/L was reported with a laboratory qualifier indicating the associated batch quality control was outside the  established QC range for accuracy.  The presence of this compound in the sample is suspect, and may be a laboratory artifact or cross‐contaminant.MW‐1MW‐2RMW‐3RMW‐4Page 1 of 4
CalculatedAcetoneAcroleinBenzenen‐Butylbenzenesec‐ButylbenzeneChloroform1,2‐Dibromoethane(EDB)1,2‐DichloroethaneDi‐isopropyl ether (IPE)EthylbenzeneIsopropylbenzenep‐Isopropyltoluene2‐Butanone (MEK)Methyl tert‐butyl etherNaphthalenen‐PropylbenzeneStyreneToluene1,2,4‐Trichlorobenzene1,2,4‐Trimethylbenzene1,3,5‐TrimethylbenzeneTotal Xylene67‐64‐1 107‐02‐871‐43‐2 104‐51‐8 135‐98‐867‐66‐3 106‐93‐4 107‐06‐2 108‐20‐3 100‐41‐498‐82‐899‐87‐678‐93‐3 1634‐04‐491‐20‐3 103‐65‐1 100‐42‐5 108‐88‐3 120‐82‐195‐63‐6 108‐67‐8NASampleIDDateCollectedAnalytical Method6200B ‐ Volatile Organic CompoundsTABLE B‐4Louisburg, Franklin County, NCIncident Number: 3887SUMMARY OF GROUNDWATER ANALYTICAL RESULTS565 Firetower RoadSaint's Delight Baptist Church3/10/2004NR NR ND ND ND NR ND ND ND ND ND ND NR ND ND ND NR ND NR ND ND ND9/25/2008NR NR ND ND ND NR ND ND ND ND ND ND NR ND ND ND NR ND NR ND ND ND11/26/200812/20/2010NR NR ND ND ND NR ND ND ND ND ND ND NR ND ND ND NR ND NR ND ND ND10/16/2012NR NR ND ND ND NR ND ND ND ND ND ND NR ND ND ND ND ND NR ND ND ND11/5/2012NR NR ND ND ND NR ND ND ND ND ND ND NR ND ND ND NR ND NR ND ND ND 4/13/2015<50 <50 <1.0 <1.0 <1.0 <5.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <10 <1.0 <5.0 <1.0 <1.0 <5.0 <1.0 <1.0 <1.0 <22/18/2016<50 <50 <1 <1 <1 <5 <1 <1 <1 <1 <1 <1 <10 <1 <5 <1 <1 <5 <1 <1 <1 <24/17/2017<50 <50 <1 <1 <1 <5 <1 <1 <1 <1 <1 <1 <10 <1 <5 <1 <1 <1 <1 <1 <1 <26/4/2018<50.0 <50.0 <1.00 <1.00 <1.00 <5.00 <1.00 <1.00 <1.00 <1.00 <1.00 <1.00 <10.0 <1.00 <5.00 <1.00 <1.00 <1.00 <1.00 <1.00 <1.00 <21/29/2020<10 NR <0.048 <0.076 <0.076 <0.076 <0.051 <0.066 <0.050 <0.061 <0.054 <0.089 <0.24 <0.042 <0.19 <0.087 <0.047 <0.044 <0.13 <0.054 <0.076 <0.15 3/10/2004NR NR ND ND ND NR ND ND ND ND ND ND NR ND ND ND NR ND NR ND ND ND9/25/200811/26/200812/20/201010/16/2012NR NR ND ND ND NR ND ND ND ND ND ND NR ND ND ND ND ND NR ND ND ND11/5/2012NR NR ND ND ND NR ND ND ND ND ND ND NR ND ND ND NR ND NR ND ND ND 4/13/2015<50 <5036<1.0 <1.0 <5.0 <1.0 <1.0 <1.0 <1.01.8<1.0 <10 <1.011 1.1<1.0 <5.0 <1.0 <1.0 <1.0 <22/18/20164/17/20176/4/20183/10/2004NR NR ND ND ND NR ND ND ND ND ND ND NR ND ND ND NR ND NR ND ND ND9/25/2008NR NR ND ND ND NR ND ND ND ND ND ND NR ND ND ND NR ND NR ND ND ND11/26/2008NR NR ND ND ND NR ND ND ND ND ND ND NR ND ND ND NR ND NR ND ND ND12/20/2010NR NR ND ND ND NR ND ND ND ND ND ND NR ND ND ND NR ND NR ND ND ND10/16/2012NR NR ND ND ND NR ND ND ND ND ND ND NR ND ND ND ND ND NR ND ND ND11/5/2012NR NR ND ND ND NR ND ND ND0.67ND ND NR ND ND ND NR3.4NR1.1ND5.2 4/13/2015<50 <50 <1.0 <1.0 <1.0 <5.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <10 <1.0 <5.0 <1.0 <1.0 <5.0 <1.0 <1.0 <1.0 <22/18/2016<50 <50 <1 <1 <1 <5 <1 <1 <1 <1 <1 <1 <10 <1 <5 <1 <1 <5 <1 <1 <1 <24/17/2017<50 <50 <1 <1 <1 <5 <1 <1 <1 <1 <1 <1 <10 <1 <5 <1 <1 <1 <1 <1 <1 <26/4/2018<50.0 <50.0 <1.00 <1.00 <1.00 <5.00 <1.00 <1.00 <1.00 <1.00 <1.00 <1.00 <10.0 <1.00 <5.00 <1.00 <1.00 <1.00 <1.00 <1.00 <1.00 <21/29/2020<10 NR <0.048 <0.076 <0.076 <0.076 <0.051 <0.066 <0.050 <0.061 <0.054 <0.089 <0.24 <0.042 <0.19 <0.087 <0.047 <0.044 <0.13 <0.054 <0.076 <0.15 6000 NL 1 70 70 70 0.02 0.4 70 600 70 25 4000 20 6 70 70 600 70 400 400 5006,000,000 NL 5,000 6,900 8,500 70,000 50 400 70,000 84,500 25,000 11,700 4,000,000 20,000 6,000 3,000 70,000 260,000 70,000 28,500 25,000 85,500Notes:1)2)3)4)5)NL= Not ListedNA= Compound Not Analyzed for by Laboratory.NR= Compound Not Reported By Previous ConsultantsND= Compound Not Detected.Result= Result Exceeds Laboratory Detection LimitsResult= Result Exceeds 2L StandardResult= Result Exceeds MCL ValueNC 2L Standard GCLs for GroundwaterMW‐6RNot SampledNot Sampled ‐ Well Not LocatedNot Sampled ‐ Well Not LocatedNot Sampled ‐ Well Not LocatedMW‐6Not Sampled ‐ Well Not LocatedNot Sampled ‐ Well Not LocatedNot SampledAll results provided in ug/L (micrograms per liter) or parts per billionCompounds analyzed for by laboratory but not listed were not detected above laboratory detection limits. See the laboratory report included  in the Appendix for a full list of constituents. NC 2L Standard ‐ North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02LGCLs for Groundwater = NCDENR UST Section Gross Contamination Levels for GroundwaterData for samples pre‐dating April 13, 2015 from previous consultants' reportsMW‐5MW‐7Page 2 of 4
CalculatedAcetoneAcroleinBenzenen‐Butylbenzenesec‐ButylbenzeneChloroform1,2‐Dibromoethane(EDB)1,2‐DichloroethaneDi‐isopropyl ether (IPE)EthylbenzeneIsopropylbenzenep‐Isopropyltoluene2‐Butanone (MEK)Methyl tert‐butyl etherNaphthalenen‐PropylbenzeneStyreneToluene1,2,4‐Trichlorobenzene1,2,4‐Trimethylbenzene1,3,5‐TrimethylbenzeneTotal Xylene67‐64‐1 107‐02‐871‐43‐2 104‐51‐8 135‐98‐867‐66‐3 106‐93‐4 107‐06‐2 108‐20‐3 100‐41‐498‐82‐899‐87‐678‐93‐3 1634‐04‐491‐20‐3 103‐65‐1 100‐42‐5 108‐88‐3 120‐82‐195‐63‐6 108‐67‐8NASampleIDDateCollectedAnalytical Method6200B ‐ Volatile Organic CompoundsTABLE B‐4Louisburg, Franklin County, NCIncident Number: 3887SUMMARY OF GROUNDWATER ANALYTICAL RESULTS565 Firetower RoadSaint's Delight Baptist Church4/23/1992NR NR ND NR NR NR NR NA NA ND NA NR NR ND NA NR NR ND NR NA NA ND7/16/2003NR NR ND NR NR NR NR ND ND ND ND NR NR ND ND NR NR ND NR ND ND ND3/10/2004NR NR ND NR NR NR NR ND ND ND ND NR NR ND ND NR NR ND NR ND ND ND10/2/1991NR NR ND NR NR NR NR NA NA ND NA NR NR ND NA NR NR ND NR NA NA5.54/23/1992NR NR1.9NR NR NR NR NA NA ND NA NR NR ND NA NR NR ND NR NA NA ND7/16/2003NR NR4.3NR NR NR NR ND ND ND ND NR NR ND ND NR NR ND NR1.4ND ND3/10/2004NR NR ND NR NR NR NR ND ND ND ND NR NR ND ND NR NR ND NR ND ND ND9/25/2008NR NR ND NR NR NR NR ND ND ND ND NR NR ND ND NR NR ND NR ND ND ND11/26/2008NR NR ND NR NR NR NR0.78ND ND ND NR NR ND ND NR NR ND NR ND ND ND8/18/2009NR NR ND NR NR NR NR ND ND ND ND NR NR ND ND NR NR ND NR ND ND ND1/29/2020<10 NR <0.048 <0.076 <0.076 <0.076 <0.051 <0.066 <0.050 <0.061 <0.054 <0.089 <0.24 <0.042 <1 <0.087 <0.047 <0.044 <0.13 <0.054 <0.076 <0.15 8/18/2009NR NR2.7NR NR NR NR ND ND ND ND NR NR ND ND NR NR ND NR ND ND ND12/20/2010NR NR ND NR NR NR NR ND ND ND ND NR NR ND ND NR NR ND NR ND ND ND11/5/2012NR NR ND NR NR ND NR ND ND NR ND NR NR NR NR NR NR NR NR ND NR ND4/13/2015<50 <50 <1 <1 <1 <5 <1 <1 <1 <1 <1 <1 <10 <1 <5 <1 <1 <5 <1 <1 <1 <210/2/1991NR NR440NR NR NR NR NA NA10NA NR NR230NA NR NR31NR NA NA1804/23/1992NR NR280NR NR NR NR NA NA1NA NR NR1.9NA NR NR ND NR NA NA697/16/2003NR NR8.5NR NR NR NR ND ND ND1.9NR NR ND8.4NR NR ND NR1.8 1.7 228/18/2009NR NR2NR NR NR NR ND0.5ND ND NR NR ND ND NR NR ND NR ND ND ND12/20/2010NR NR1.7NR NR NR NR0.54 0.68ND ND NR NR ND ND NR NR ND NR0.68ND ND11/5/2012NR NR10.6NR NR ND NR1.2 1.1NR ND NR NR NR NR NR NR NR ND NR NR2.112/10/2012NR NR15NR NR0.21NR ND1.9NR0.24NR NR NR NR NR NR NR0.52NR NR3.712/10/2012NR NR13.7NR NR ND NR1.6 2NR ND NR NR NR NR NR NR NR0.55NR NR3.110/2/1991NR NR3.2NR NR NR NR NA NA ND NA NR NR ND NA NR NR ND NR NA NA14/23/1992NR NR1.6NR NR NR NR NA NA ND NA NR NR ND NA NR NR ND NR NA NA ND7/16/2003NR NR1.1NR NR NR NR ND ND ND ND NR NR ND ND NR NR ND NR ND ND ND12/13/2008NR NR0.62NR NR NR NR ND ND ND ND NR NR ND ND NR NR ND NR ND ND ND9/4/2015<50.0 <50.02.73<1.00 <1.00 <5.00 <1.00 <1.00 <1.00 <1.00 <1.00 <1.00 <10.0 <1.00 <5.00 <1.00 <1.00 <5.00 <1.00 <1.00 <1.00 <2WSW‐4 (Post‐POE)9/4/2015<50.0 <50.0 <1.00 <1.00 <1.00 <5.00 <1.00 <1.00 <1.00 <1.00 <1.00 <1.00 <10.0 <1.00 <5.00 <1.00 <1.00 <5.00 <1.00 <1.00 <1.00 <22/18/2016<50 <50 <1 <1 <1 <5 <1 <1 <1 <1 <1 <1 <10 <1 <5 <1 <1 <5 <1 <1 <1 <24/17/2017<50 <500.755<1 <1 <5 <1 <1 <1 <1 <1 <1 <10 <1 <5 <1 <1 <1 <1 <1 <1 <26/4/2018<50.0 <50.01.46<1.00 <1.00 <5.00 <1.00 <1.00 <1.00 <1.00 <1.00 <1.00 <10.0 <1.00 <5.00 <1.00 <1.00 <1.00 <1.00 <1.00 <1.00 <21/29/2020<10 NR3.2<0.076 <0.076 <0.076 <0.051 0.56 0.78<0.061 <0.054 <0.089 <0.24 <0.042 <1 <0.087 <0.047 <0.044 <0.13 <0.054 <0.076 <1.5 6000 NL 1 70 70 70 0.02 0.4 70 600 70 25 4000 20 6 70 70 600 70 400 400 5006,000,000 NL 5,000 6,900 8,500 70,000 50 400 70,000 84,500 25,000 11,700 4,000,000 20,000 6,000 3,000 70,000 260,000 70,000 28,500 25,000 85,500NL NL 5 NL NL NL 0.05 5 NL 700 NL NL NL NL NL NL 100 1,000 70 NL NL NLNotes:1)2)3)4)5)6)NL= Not ListedNA= Compound Not Analyzed for by Laboratory.NR= Compound Not Reported By Previous ConsultantsND= Compound Not Detected.Result= Result Exceeds Laboratory Detection LimitsResult= Result Exceeds 2L StandardResult= Result Exceeds MCL ValueNC 2L Standard GCLs for GroundwaterWSW‐2A *WSW‐4 (Pre‐POE)Data for samples pre‐dating April 13, 2015 from previous consultants' reportsUS EPA Region IV MCL = Maximum Contaminant Level defined by US EPA Region IV, December 2009.  Standard as shown hereon applies only to supply well samples.WSW‐1WSW‐3Compounds analyzed for by laboratory but not listed were not detected above laboratory detection limits. See the laboratory report included  in the Appendix for a full list of constituents. NC 2L Standard ‐ North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02LGCLs for Groundwater = NCDENR UST Section Gross Contamination Levels for GroundwaterUS EPA Region IV MCLAll results provided in ug/L (micrograms per liter) or parts per billionWSW‐2WSW‐4Page 3 of 4
CalculatedAcetoneAcroleinBenzenen‐Butylbenzenesec‐ButylbenzeneChloroform1,2‐Dibromoethane(EDB)1,2‐DichloroethaneDi‐isopropyl ether (IPE)EthylbenzeneIsopropylbenzenep‐Isopropyltoluene2‐Butanone (MEK)Methyl tert‐butyl etherNaphthalenen‐PropylbenzeneStyreneToluene1,2,4‐Trichlorobenzene1,2,4‐Trimethylbenzene1,3,5‐TrimethylbenzeneTotal Xylene67‐64‐1 107‐02‐871‐43‐2 104‐51‐8 135‐98‐867‐66‐3 106‐93‐4 107‐06‐2 108‐20‐3 100‐41‐498‐82‐899‐87‐678‐93‐3 1634‐04‐491‐20‐3 103‐65‐1 100‐42‐5 108‐88‐3 120‐82‐195‐63‐6 108‐67‐8NASampleIDDateCollectedAnalytical Method6200B ‐ Volatile Organic CompoundsTABLE B‐4Louisburg, Franklin County, NCIncident Number: 3887SUMMARY OF GROUNDWATER ANALYTICAL RESULTS565 Firetower RoadSaint's Delight Baptist Church10/2/1991NR NR530NR NR NR NR NA NA6.4NA NR NR240NA NR NR ND NR NA NA1207/16/2003NR NR17NR NR NR NR2.4 1.3ND ND NR NR ND3.8NR NR ND NR ND ND ND3/10/2004NR NR5.2NR NR NR NR1.7ND ND ND NR NR ND2.6NR NR ND NR ND ND ND9/25/2008NR NR28.8NR NR NR NR2.4 3.4ND1.1NR NR ND4.6NR NR ND NR ND ND ND8/18/2009NR NR ND NR NR NR NR ND ND ND ND NR NR ND ND NR NR ND NR ND ND ND10/16/2012NR NR2ND ND NR ND ND0.52ND ND ND NR ND ND ND ND ND NR ND ND ND4/13/2015<50 <5021<1 <1 <5 <12.4 3.1<1 <1 <1 <10 <16<1 <1 <5 <1 <1 <1 <22/18/2016<50 <5048.4<1 <1 <5 <12.07 3.33<1 <1 <1 <10 <15.07<1 <1 <5 <1 <1 <12.664/17/20176/4/2018<50.0 <50.075.9<1.00 <1.00 <5.00 <1.003.19 4.3<1.002.45<1.00 <10.0 <1.0011.4<1.00 <1.00 <1.00 <1.00 <1.00 <1.00 <21/29/2020<10 NR40<0.076 <0.076 <0.076 <0.051 2 3.1<0.061 0.9<0.089 <0.24 <0.042 5.2<0.087 <0.047 <0.044 <0.13 <0.054 <0.076 <0.15 10/16/2012NR NR ND ND ND NR ND ND ND ND ND ND NR ND ND ND ND ND NR ND ND ND11/5/2012NR NR ND NR NR NR NR ND ND NR ND NR NR NR NR NR NR NR ND NR NR ND4/13/2015<50 <50 <1 <1 <1 <5 <1 <1 <1 <1 <1 <1 <10 <1 <5 <1 <1 <5 <1 <1 <1 <22/18/2016<50 <50 <1 <1 <1 <5 <1 <1 <1 <1 <1 <1 <10 <1 <5 <1 <1 <5 <1 <1 <1 <24/17/20176/4/2018<50.0 <50.0 <1.00 <1.00 <1.00 <5.00 <1.00 <1.00 <1.00 <1.00 <1.00 <1.00 <10.0 <1.00 <5.00 <1.00 <1.00 <1.00 <1.00 <1.00 <1.00 <21/29/2020<10 NR35<0.076 <0.076 <0.076 <0.051 1.8 2.8<0.061 0.78<0.089 <0.24 <0.042 4.6<0.087 <0.047 <0.044 <0.13 <0.054 <0.076 <0.15 7/16/2003NR NR7NR NR NR NR ND ND ND ND NR NR ND ND NR NR ND NR ND ND0.913/10/2004NR NR2.5NR NR NR NR ND ND ND ND NR NR ND ND NR NR ND NR ND ND ND9/25/2008NR NR2.6NR NR NR NR0.99ND ND ND NR NR ND ND NR NR ND NR ND ND ND8/18/2009NR NR9.3NR NR NR NR1 1.5ND ND NR NR ND ND NR NR ND NR ND ND0.5112/20/2010NR NR ND NR NR NR NR ND ND ND1NR NR ND ND NR NR ND NR ND ND ND10/16/201211/5/2012NR NR ND NR NR NR NR ND0.59NR ND NR NR NR NR NR NR NR ND NR NR ND2/18/20164/17/2017<50 <50 <1 <1 <1 <5 <1 <1 <1 <1 <1 <1 <10 <1 <5 <1 <1 <1 <1 <1 <1 <26/4/2018<50.0 <50.0 <1.00 <1.00 <1.00 <5.00 <1.00 <1.00 <1.00 <1.00 <1.00 <1.00 <10.0 <1.00 <5.00 <1.00 <1.00 <1.00 <1.00 <1.00 <1.00 <21/29/2020<10 NR <0.048 <0.076 <0.076 <0.076 <0.051 <0.066 <0.5 <0.061 <0.054 <0.089 <0.24 <0.042 <1 <0.087 <0.047 <0.044 <0.13 <0.054 <0.076 <0.15 5/7/1992NR NR1NR NR NR NR NA NA ND NA NR NR1.4NA NR NR ND NR NA NA ND11/26/2008NR NR ND NR NR NR NR ND ND ND ND NR NR ND ND NR NR ND NR ND ND ND10/16/20122/18/2016<50 <50 <1 <1 <1 <5 <1 <1 <1 <1 <1 <1 <10 <1 <5 <1 <1 <5 <1 <1 <1 <24/17/20176/4/20186/4/2018<50.0 <50.0 <1.00 <1.00 <1.00 <5.00 <1.00 <1.00 <1.00 <1.00 <1.00 <1.00 <10.0 <1.00 <5.00 <1.00 <1.00 <1.00 <1.00 <1.00 <1.00 <21/29/2020<10 NR <0.048 <0.076 <0.076 <0.076 <0.051 <0.066 <0.050 <0.061 <0.054 <0.089 <0.24 <0.042 <1 <0.087 <0.047 <0.044 <0.13 <0.054 <0.076 <0.15 6000 NL 1 70 70 70 0.02 0.4 70 600 70 25 4000 20 6 70 70 600 70 400 400 5006,000,000 NL 5,000 6,900 8,500 70,000 50 400 70,000 84,500 25,000 11,700 4,000,000 20,000 6,000 3,000 70,000 260,000 70,000 28,500 25,000 85,500NL NL 5 NL NL NL 0.05 5 NL 700 NL NL NL NL NL NL 100 1,000 70 NL NL NLNotes:1)2)3)4)5)6)NL= Not ListedNA= Compound Not Analyzed fodNR= Compound Not Reported By Previous ConsultantsND= Compound Not Detected.Result= Result Exceeds Laboratory Detection LimitsResult= Result Exceeds 2L StandardResult= Result Exceeds MCL ValueGCLs for GroundwaterNC 2L Standard Not SampledGCLs for Groundwater = NCDENR UST Section Gross Contamination Levels for GroundwaterData for samples pre‐dating April 13, 2015 from previous consultants' reportsUS EPA Region IV MCL = Maximum Contaminant Level defined by US EPA Region IV, December 2009.  Standard as shown hereon applies only to supply well samples.US EPA Region IV MCLNot SampledAll results provided in ug/L (micrograms per liter) or parts per billionCompounds analyzed for by laboratory but not listed were not detected above laboratory detection limits. See the laboratory report included  in the Appendix for a full list of constituents. NC 2L Standard ‐ North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02LNot SampledWSW‐7Not SampledNot SampledNot SampledNot SampledWSW‐5 EffluentWSW‐6WSW‐7AWSW‐5 InfluentPage 4 of 4
Easting NorthingWSW-2 2846-60-2504Mrs. HR Woods Estate 1123 Bass StreetActive Unknown Unknown 262 Up-gradient 2245467.31 859698.26WSW-2A 2846-60-2504c/o Emily W. Angel Madison, NC 27025Inactive Out of use Unknown Unknown 157 Up-gradient 2245362.24 859995.55WSW-3 2845-58-1954Joseph F. Scollins 481 Firetower Rd.Inactive Out of use Unknown Unknown 828 Cross-gradient 2245197.23 859044.58WSW-4 2845-58-1954Loretta J. Allen Louisburg, NC 27549Active Potable Supply Unknown Unknown 982 Cross-gradient 2245028.68 858917.37WSW-5 011773 2845-49-9754565 Firetower Rd.Louisburg, NC 27549Saints Delight Baptist Church565 Firetower Rd.Louisburg, NC 27549Active On POE System Unknown Unknown 184 Down-gradient 2245092.70 859818.93WSW-6 013643 2845-39-7018517 Firetower Rd.Louisburg, NC 27549Archie G. & Janet M. Wood691 Firetower Rd.Louisburg, NC 27549Active Potable Supply Unknown Unknown 887 Down-gradient 2244763.70 859140.61WSW-7 2845-48-3551439 Firetower Rd.Louisburg, NC 27549Active Potable Supply Unknown Unknown 1344 Cross-gradient 2245493.42858544.76WSW-7A 2845-48-3551469 Firetower Rd.Louisburg, NC 27549Active Potable Supply Unknown Unknown 1153 Cross-gradient 2245093.56858719.84481 Firetower Rd.Louisburg, NC 27549 3.) WR performed a receptor survey update associated with the subject release in October 2018.548 Firetower Rd.Louisburg, NC 27549TABLE B-5APUBLIC & PRIVATE WATER SUPPLY WELL INFORMATIONSaint's Delight Baptist Church565 Firetower RoadLouisburg, Franklin County, NCIncident Number: 3887Roy & Audrey Jones379 Firetower Rd.Louisburg, NC 27549PARCEL ID014733013865013642 5.) Supply well WSW-2A was found to be out of service/out of use as of February 18, 2016. 2.) Well distance from source area values was calculated by W&R based on well locations provided in previous consultants reports.Well Screen Interval(feet)Notes: 1.) Ownership information from the Franklin County, NC Geographic Information Systems website. Current as of February 13, 2020.Well Depth(feet)Property OwnerParcelNumberWell Distance from Source Area(feet)Well UseWell Coordinates(NC State Plane NAD 83 Feet)Property Owner AddressLocation Relative to Groundwater FlowWell ID 4.) The POE system formerly located on WSW-4 was removed before or during December 2015.Property AddressPage 1 of 1
Easting NorthingTed & Judy Gupton465 Douglas Williams RoadLouisburg, NC 27549Janet M. Wood691 Firetower RoadLouisburg, NC 27549TABLE B‐5BADDITIONAL RECEPTOR INFORMATIONSaint's Delight Baptist Church565 Firetower RoadLouisburg, Franklin County, NCIncident Number: 3887       2.)   Coordinates shown for un‐named ponds represent the approximate "nearest approach" of the water boes to the site.  DescriptionReceptor IDLocation of Significant Points(NC State Plane NAD 83 Feet)LocationContactInformationUsageDistance from Source Area(feet)Location Relative to Groundwater FlowNotes:        1.)  Receptor location addresses and property owner information was obtained from the Franklin County GIS Department.002Un‐Named Pond860380.09Cross‐Gradient730N/AN/A 630 Down‐gradient 2244688.56 859937.33001Un‐Named Pond Northwest of SiteWest of Site2244802.42Page 1 of 1
Easting NorthingMW-1 3/10/2004 2 10.5 5.5 5.5 - 10.5 98.59 1/29/2020 8.62 --- 89.97 2245273.67 859842.61MW-2R 11/5/2012 2 5.0 20.0 5.0 - 20.0 99.48 1/29/2020 11.33 --- 88.15 2245265.09 859888.31MW-3R 11/5/2012 2 5.0 20.0 5.0 - 20.0 99.64 1/29/2020 11.36 --- 88.28 2245277.92 859919.19MW-4 3/10/2004 2 12.0 2.0 2.0 - 12.0 91.30 1/29/2020 7.40 --- 83.90 2245092.66 860075.95MW-5 3/10/2004 2 12.0 2.0 2.0 - 12.0 88.88 1/29/2020 4.52 --- 84.36 2245050.12 860043.82MW-6R 11/5/2012 2 7.0 17.0 7.0 - 17.0 95.35 1/29/2020 NM --- NM 2245142.32859838.18MW-7 3/10/2004 2 14.0 4.0 4.0 - 14.0 93.75 1/29/2020 5.95 --- 87.80 2245129.40 860060.05 5.) NM = Not MeasuredTotal Depth (feet) 1.) Well construction information was obtained from previous consultants reports. 3.) Groundwater elevation calculated by: (Top-of-Casing - Depth-to-Water) + (Free Product Thickness x 0.8581)Date Water Level MeasuredWell IDDepth-to-Water from Top-of-Casing(feet) 4.) N/A = Not Applicable 2.) Top-of-Casing elevations were determined by previous consultants and are relative to an arbitrary benchmark of 100.00 feet above mean sea level (MW-3 TOC).Notes: TABLE B-7565 Firetower RoadMONITORING & REMEDIATION WELL CONSTRUCTION INFORMATIONWell Casing Diameter(inches)Free Product Thickness(feet)Screened Interval (feet)Incident Number: 3887Well Coordinates(NC State Plane NAD 83 Feet)Top-of-Casing Elevation (feet)Well Casing Depth (feet)Saint's Delight Baptist ChurchLouisburg, Franklin County, NCDate InstalledGroundwaterElevation (feet)Page 1 of 1
Well ID Screened 
Interval     
(feet)
Top‐of‐Casing Elevation         (feet)
Date Water Level 
Measured
Depth‐to‐Product
(feet)
Depth‐to‐WaterUncorrected(feet)
Free Product Thickness(feet)
Depth‐to‐WaterCorrected(feet)
Groundwater Surface
Elevation         
(feet)
3/11/2004 ‐‐‐10.25 ‐‐‐10.25 88.34
9/25/2008
11/26/2008
12/10/2010 ‐‐‐9.09 ‐‐‐9.09 89.50
10/16/2012 ‐‐‐9.99 ‐‐‐9.99 88.60
11/5/2012 ‐‐‐10.06 ‐‐‐10.06 88.53
4/13/2015 ‐‐‐8.35 ‐‐‐8.35 90.24
2/18/2016 ‐‐‐6.35 ‐‐‐6.35 92.24
4/17/2017
6/4/2018 ‐‐‐5.23 ‐‐‐5.23 93.36
1/29/2020 ‐‐‐8.62 ‐‐‐8.62 89.97
3/11/2004 ‐‐‐10.75 ‐‐‐10.75 88.95
11/6/2012
11/5/2012 ‐‐‐13.41 ‐‐‐13.41 86.07
4/13/2015 ‐‐‐9.36 ‐‐‐9.36 90.12
2/18/2016 ‐‐‐9.84 ‐‐‐9.84 89.64
4/17/2017 ‐‐‐13.98 ‐‐‐13.98 85.50
6/4/2018 ‐‐‐11.69 ‐‐‐11.69 87.79
1/29/2020 ‐‐‐11.33 ‐‐‐11.33 88.15
MW‐3 6.0 ‐ 11.0 100.00 11/6/2012
11/5/2012 ‐‐‐13.50 ‐‐‐13.50 86.14
4/13/2015 ‐‐‐9.51 ‐‐‐9.51 90.13
2/18/2016 ‐‐‐9.90 ‐‐‐9.90 89.74
4/17/2017 ‐‐‐14.04 ‐‐‐14.04 85.60
6/4/2018 ‐‐‐11.62 ‐‐‐11.62 88.02
1/29/2020 ‐‐‐11.36 ‐‐‐11.36 88.28
3/11/2004 ‐‐‐6.92 ‐‐‐6.92 84.38
9/25/2008 ‐‐‐9.82 ‐‐‐9.82 81.48
11/26/2008 ‐‐‐NM ‐‐‐ ‐‐‐ ‐‐‐
12/10/2010 ‐‐‐8.37 ‐‐‐8.37 82.93
10/16/2012 ‐‐‐8.59 ‐‐‐8.59 82.71
11/5/2012 ‐‐‐9.19 ‐‐‐9.19 82.11
4/13/2015 ‐‐‐6.28 ‐‐‐6.28 85.02
2/18/2016 ‐‐‐6.04 ‐‐‐6.04 85.26
4/17/2017 ‐‐‐9.12 ‐‐‐9.12 82.18
6/4/2018 ‐‐‐7.64 ‐‐‐7.64 83.66
1/29/2020 ‐‐‐7.40 ‐‐‐7.40 83.90
3/11/2004 ‐‐‐4.63 ‐‐‐4.63 84.25
9/25/2008 ‐‐‐7.51 ‐‐‐7.51 81.37
11/26/2008 ‐‐‐NM ‐‐‐ ‐‐‐ ‐‐‐
12/10/2010 ‐‐‐5.64 ‐‐‐5.64 83.24
10/16/2012 ‐‐‐6.37 ‐‐‐6.37 82.51
11/5/2012 ‐‐‐6.83 ‐‐‐6.83 82.05
4/13/2015 ‐‐‐6.28 ‐‐‐6.28 82.60
2/18/2016 ‐‐‐3.89 ‐‐‐3.89 84.99
4/17/2017 ‐‐‐6.25 ‐‐‐6.25 82.63
6/4/2018 ‐‐‐4.86 ‐‐‐4.86 84.02
1/29/2020 ‐‐‐4.52 ‐‐‐4.52 84.36
3/11/2004 ‐‐‐7.85 ‐‐‐7.85 84.98
9/25/2008
11/5/2012 ‐‐‐11.71 ‐‐‐11.71 83.64
4/13/2015 ‐‐‐7.65 ‐‐‐7.65 87.70
2/18/2016 ‐‐‐NM ‐‐‐ ‐‐‐ ‐‐‐
4/17/2017 ‐‐‐NM ‐‐‐ ‐‐‐ ‐‐‐
6/4/2018 ‐‐‐NM ‐‐‐ ‐‐‐ ‐‐‐
1/29/2020 ‐‐‐NM ‐‐‐ ‐‐‐ ‐‐‐
3/11/2004 ‐‐‐5.50 ‐‐‐5.50 88.25
9/25/2008 ‐‐‐9.52 ‐‐‐9.52 84.23
11/26/2008 ‐‐‐NM ‐‐‐ ‐‐‐ ‐‐‐
12/10/2010 ‐‐‐8.62 ‐‐‐8.62 85.13
10/16/2012 ‐‐‐7.58 ‐‐‐7.58 86.17
11/5/2012 ‐‐‐7.99 ‐‐‐7.99 85.76
4/13/2015 ‐‐‐4.10 ‐‐‐4.10 89.65
2/18/2016 ‐‐‐4.47 ‐‐‐4.47 89.28
4/17/2017 ‐‐‐6.24 ‐‐‐6.24 87.51
6/4/2018 ‐‐‐6.06 ‐‐‐6.06 87.69
1/29/2020 ‐‐‐5.95 ‐‐‐5.95 87.80
MW‐4
MW‐6R 7.0 ‐ 17.0 95.35
98.595.5 ‐ 10.5MW‐1
MW‐2R
MW‐3R
91.302.0 ‐ 12.0
99.645.0 ‐ 20.0
99.485.0 ‐ 20.0
       3.) Groundwater elevation calculated by: (Top‐of‐Casing ‐ Depth‐to‐Water) + (Free Product Thickness x 0.8581)
       5.) NM = Not Measured       4.) ‐‐‐ = Not Applicable
       2.) Top‐of‐Casing elevations were determined by previous consultants, establishing a 100.00 foot benchmarch at MW‐3 (now abandoned).
Notes: 
       1.) Well construction information and was obtained from previous consultants reports.
MW‐7 4.0 ‐ 14.0 93.75
MW‐5 2.0 ‐ 12.0 88.88
MW‐2
5.0 ‐ 15.0
TABLE B‐9
CURRENT & HISTORICAL GROUNDWATER ELEVATIONS & FREE PRODUCT THICKNESS
Saint's Delight Baptist Church
565 Firetower Road
Louisburg, Franklin County, NC
Incident Number: 3887
Well Dry
Well Dry
Well Abandoned99.70
Well Not Located ‐ Presumed Destroyed
Well Abandoned
Well Dry
92.83
3.0 ‐ 11.0
MW‐6
Page 1 of 1

APPENDIX A 

LABORATORY ANALYTICAL REPORT 
AND 
CHAIN‐OF‐CUSTODY 
This data package contains the analytical results for the project identified above and includes a Case Narrative, Sample
Results and Chain of Custody. Unless otherwise noted, all samples were received in acceptable condition and processed
according to the referenced methods.
Data qualifiers are flagged individually on each sample. A key reference for the data qualifiers appears at the end of this case
narrative.
NC Certification No. 402
NC Drinking Water Cert No. 37735
SC Certification No. 99012
Case Narrative
2/12/20 14:14
Withers & Ravenel
Kevin Buchanan
115 Mackenan Dr. BUILDING 117
Cary, NC 27511
Project: St. Delight Baptist Church
Project No.: 02170214.07
Lab Submittal Date: 01/31/2020
Work Order: 0010454
Please call if you have any questions relating to this analytical report.
Respectfully,
WAYPOINT ANALYTICAL
Senior Project Manager
Reviewed ByAngela D. Overcash Angela D. Overcash
Senior Project Manager
Data Qualifiers Key Reference:
M Matrix spike outside of the control limits.
Method Detection LimitMDL
Below Reporting LimitBRL
Relative Percent DifferenceRPD
*Results reported to the reporting limit. All other results are reported to the MDL with values between MDL and
reporting limit indicated with a J.
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Sample Receipt Summary
02/12/2020
Work Order: 0010454
Client Sample ID MatrixLab Sample ID Date/Time Sampled Date/Time Received
0010454-01 01/29/20 12:25MW-1 01/31/20 16:10Water
0010454-02 01/29/20 12:37MW-2R 01/31/20 16:10Water
0010454-03 01/29/20 12:45MW-3R 01/31/20 16:10Water
0010454-04 01/29/20 14:45MW-4 01/31/20 16:10Water
0010454-05 01/29/20 14:37MW-5 01/31/20 16:10Water
0010454-06 01/29/20 14:30MW-7 01/31/20 16:10Water
0010454-07 01/29/20 10:37WSW-2 01/31/20 16:10Water
0010454-08 01/29/20 11:12WSW-4 01/31/20 16:10Water
0010454-09 01/29/20 9:43WSW-5 Pre 01/31/20 16:10Water
0010454-10 01/29/20 9:27WSW-5 Post 01/31/20 16:10Water
0010454-11 01/29/20 10:54WSW-6 01/31/20 16:10Water
0010454-12 01/29/20 11:33WSW-7 01/31/20 16:10Water
Samples were received in good condition at 2.2 degrees C unless otherwise noted.
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Client ID ResultParameterMethod UnitsWaypoint ID
Work Order: 0010454
02/12/2020
Summary of Detections
1.3 ug/L0010454-01 MW-1 1,2,4-Trimethylbenzene *SM6200 B
3.0 ug/L0010454-01 MW-1 Ethylbenzene *SM6200 B
7.2 ug/L0010454-01 MW-1 m,p-Xylenes *SM6200 B
4.2 ug/L0010454-01 MW-1 o-Xylene *SM6200 B
3.2 ug/L0010454-01 MW-1 Toluene *SM6200 B
11 ug/L0010454-01 MW-1 Xylenes, total *SM6200 B
96 ug/L0010454-02 MW-2R 1,2,4-Trimethylbenzene *SM6200 B
0.85 ug/L0010454-02 MW-2R 1,2-Dibromoethane *SM6200 B
34 ug/L0010454-02 MW-2R 1,3,5-Trimethylbenzene *SM6200 B
0.56 ug/L0010454-02 MW-2R 4-Isopropyltoluene *SM6200 B
6.8 ug/L0010454-02 MW-2R Benzene *SM6200 B
7.7 ug/L0010454-02 MW-2R Ethylbenzene *SM6200 B
2.9 ug/L0010454-02 MW-2R Isopropylbenzene (Cumene)*SM6200 B
110 ug/L0010454-02 MW-2R m,p-Xylenes *SM6200 B
12 ug/L0010454-02 MW-2R Naphthalene *SM6200 B
5.7 ug/L0010454-02 MW-2R n-Butylbenzene *SM6200 B
3.9 ug/L0010454-02 MW-2R n-Propylbenzene *SM6200 B
51 ug/L0010454-02 MW-2R o-Xylene *SM6200 B
1.0 ug/L0010454-02 MW-2R sec-Butylbenzene *SM6200 B
31 ug/L0010454-02 MW-2R Toluene *SM6200 B
160 ug/L0010454-02 MW-2R Xylenes, total *SM6200 B
670 ug/L0010454-04 MW-4 1,2,4-Trimethylbenzene *SM6200 B
150 ug/L0010454-04 MW-4 1,3,5-Trimethylbenzene *SM6200 B
5.7 ug/L0010454-04 MW-4 Benzene *SM6200 B
330 ug/L0010454-04 MW-4 Ethylbenzene *SM6200 B
36 ug/L0010454-04 MW-4 Isopropylbenzene (Cumene)*SM6200 B
670 ug/L0010454-04 MW-4 m,p-Xylenes *SM6200 B
170 ug/L0010454-04 MW-4 Naphthalene *SM6200 B
12 ug/L0010454-04 MW-4 n-Butylbenzene *SM6200 B
90 ug/L0010454-04 MW-4 n-Propylbenzene *SM6200 B
88 ug/L0010454-04 MW-4 o-Xylene *SM6200 B
8.1 ug/L0010454-04 MW-4 sec-Butylbenzene *SM6200 B
68 ug/L0010454-04 MW-4 Toluene *SM6200 B
760 ug/L0010454-04 MW-4 Xylenes, total *SM6200 B
0.56 ug/L0010454-08 WSW-4 1,2-Dichloroethane *SM6200 B
3.2 ug/L0010454-08 WSW-4 Benzene *SM6200 B
0.78 ug/L0010454-08 WSW-4 Isopropyl Ether *SM6200 B
0.53 ug/L0010454-08 WSW-4 o-Xylene *SM6200 B
1.8 ug/L0010454-09 WSW-5 Pre 1,2-Dichloroethane *SM6200 B
35 ug/L0010454-09 WSW-5 Pre Benzene *SM6200 B
2.8 ug/L0010454-09 WSW-5 Pre Isopropyl Ether *SM6200 B
0.78 ug/L0010454-09 WSW-5 Pre Isopropylbenzene (Cumene)*SM6200 B
4.6 ug/L0010454-09 WSW-5 Pre Naphthalene *SM6200 B
2.0 ug/L0010454-10 WSW-5 Post 1,2-Dichloroethane *SM6200 B
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Client ID ResultParameterMethod UnitsWaypoint ID
Work Order: 0010454
02/12/2020
Summary of Detections
40 ug/L0010454-10 WSW-5 Post Benzene *SM6200 B
3.1 ug/L0010454-10 WSW-5 Post Isopropyl Ether *SM6200 B
0.90 ug/L0010454-10 WSW-5 Post Isopropylbenzene (Cumene)*SM6200 B
5.2 ug/L0010454-10 WSW-5 Post Naphthalene *SM6200 B
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Laboratory Report
02/12/2020
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
115 Mackenan Dr. BUILDING 117 Project No.:
Project: St. Delight Baptist ChurchWithers & Ravenel
Cary, NC 27511
Attn: Kevin Buchanan
Sample Matrix: Water
Client Sample ID: MW-1
Sample ID: 0010454-01
Work Order: 0010454
Time Collected: 01/29/20 12:25
Time Submitted: 01/31/20 16:10
02170214.07
Volatile Organic Compounds by GC/MS
BRL *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.111,1,1,2-Tetrachloroethane
BRL *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.0611,1,1-Trichloroethane
BRL *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.0361,1,2,2-Tetrachloroethane
BRL *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.0661,1,2-Trichloroethane
BRL *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.0831,1-Dichloroethane
BRL *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.0831,1-Dichloroethylene
BRL *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.0511,1-Dichloropropylene
BRL *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.401,2,3-Trichlorobenzene
BRL *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.141,2,3-Trichloropropane
BRL *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.131,2,4-Trichlorobenzene
1.3 *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.0541,2,4-Trimethylbenzene
BRL *SM6200 B P0B009612.0 2/6/20 18:51 JLBug/L 0.171,2-Dibromo-3-chloropropane
BRL *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.0511,2-Dibromoethane
BRL *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.0761,2-Dichlorobenzene
BRL *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.0661,2-Dichloroethane
BRL *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.111,2-Dichloropropane
BRL *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.0761,3,5-Trimethylbenzene
BRL *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.0541,3-Dichlorobenzene
BRL *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.0431,3-Dichloropropane
BRL *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.0501,4-Dichlorobenzene
BRL *SM6200 B P0B009612.0 2/6/20 18:51 JLBug/L 0.112,2-Dichloropropane
BRL *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.0662-Chlorotoluene
BRL *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.0504-Chlorotoluene
BRL *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.0894-Isopropyltoluene
BRL *SM6200 B P0B00961102/6/20 18:51 JLBug/L 0.31Acetone
BRL *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.048Benzene
BRL *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.057Bromobenzene
BRL *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.14Bromochloromethane
BRL *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.062Bromodichloromethane
BRL *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.040Bromoform
BRL *SM6200 B P0B009611.0 2/6/20 18:51 JLBug/L 0.18Bromomethane
BRL *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.11Carbon Tetrachloride
BRL *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.062Chlorobenzene
BRL *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.22Chloroethane
BRL *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.076Chloroform
BRL *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.079Chloromethane
BRL *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.056cis-1,2-Dichloroethylene
BRL *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.079cis-1,3-Dichloropropylene
BRL *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.081Dibromochloromethane
BRL *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.065Dibromomethane
BRL *SM6200 B P0B009611.0 2/6/20 18:51 JLBug/L 0.11Dichlorodifluoromethane
BRL *SM6200 B P0B009612002/6/20 18:51 JLBug/L 27Ethanol
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Laboratory Report
02/12/2020
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
115 Mackenan Dr. BUILDING 117 Project No.:
Project: St. Delight Baptist ChurchWithers & Ravenel
Cary, NC 27511
Attn: Kevin Buchanan
Sample Matrix: Water
Client Sample ID: MW-1
Sample ID: 0010454-01
Work Order: 0010454
Time Collected: 01/29/20 12:25
Time Submitted: 01/31/20 16:10
02170214.07
3.0 *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.061Ethylbenzene
BRL *SM6200 B P0B009612.0 2/6/20 18:51 JLBug/L 0.16Hexachlorobutadiene
BRL *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.050Isopropyl Ether
BRL *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.054Isopropylbenzene (Cumene)
7.2 *SM6200 B P0B009611.0 2/6/20 18:51 JLBug/L 0.12m,p-Xylenes
BRL *SM6200 B P0B009611.0 2/6/20 18:51 JLBug/L 0.065Methyl Butyl Ketone (2-Hexanone)
BRL *SM6200 B P0B009615.0 2/6/20 18:51 JLBug/L 0.24Methyl Ethyl Ketone (2-Butanone)
BRL *SM6200 B P0B009611.0 2/6/20 18:51 JLBug/L 0.078Methyl Isobutyl Ketone
BRL *SM6200 B P0B009612.0 2/6/20 18:51 JLBug/L 0.083Methylene Chloride
BRL *SM6200 B P0B009611.0 2/6/20 18:51 JLBug/L 0.042Methyl-tert-Butyl Ether
BRL *SM6200 B P0B009611.0 2/6/20 18:51 JLBug/L 0.19Naphthalene
BRL *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.076n-Butylbenzene
BRL *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.087n-Propylbenzene
4.2 *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.044o-Xylene
BRL *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.076sec-Butylbenzene
BRL *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.047Styrene
BRL *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.088tert-Butylbenzene
BRL *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.098Tetrachloroethylene
3.2 *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.044Toluene
BRL *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.070trans-1,2-Dichloroethylene
BRL *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.12trans-1,3-Dichloropropylene
BRL *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.078Trichloroethylene
BRL *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.062Trichlorofluoromethane
BRL *SM6200 B P0B009615.0 2/6/20 18:51 JLBug/L 0.060Vinyl acetate
BRL *SM6200 B P0B009610.50 2/6/20 18:51 JLBug/L 0.097Vinyl chloride
11 *SM6200 B P0B009611.5 2/6/20 18:51 JLBug/L 0.15Xylenes, total
Surrogate Recovery Control Limits
70-130102 %4-Bromofluorobenzene
70-130105 %Dibromofluoromethane
70-130122 %Toluene-d8
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Laboratory Report
02/12/2020
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
115 Mackenan Dr. BUILDING 117 Project No.:
Project: St. Delight Baptist ChurchWithers & Ravenel
Cary, NC 27511
Attn: Kevin Buchanan
Sample Matrix: Water
Client Sample ID: MW-2R
Sample ID: 0010454-02
Work Order: 0010454
Time Collected: 01/29/20 12:37
Time Submitted: 01/31/20 16:10
02170214.07
Volatile Organic Compounds by GC/MS
BRL *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.111,1,1,2-Tetrachloroethane
BRL *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.0611,1,1-Trichloroethane
BRL *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.0361,1,2,2-Tetrachloroethane
BRL *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.0661,1,2-Trichloroethane
BRL *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.0831,1-Dichloroethane
BRL *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.0831,1-Dichloroethylene
BRL *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.0511,1-Dichloropropylene
BRL *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.401,2,3-Trichlorobenzene
BRL *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.141,2,3-Trichloropropane
BRL *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.131,2,4-Trichlorobenzene
96 *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.0541,2,4-Trimethylbenzene
BRL *SM6200 B P0B009612.0 2/6/20 19:25 JLBug/L 0.171,2-Dibromo-3-chloropropane
0.85 *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.0511,2-Dibromoethane
BRL *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.0761,2-Dichlorobenzene
BRL *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.0661,2-Dichloroethane
BRL *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.111,2-Dichloropropane
34 *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.0761,3,5-Trimethylbenzene
BRL *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.0541,3-Dichlorobenzene
BRL *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.0431,3-Dichloropropane
BRL *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.0501,4-Dichlorobenzene
BRL *SM6200 B P0B009612.0 2/6/20 19:25 JLBug/L 0.112,2-Dichloropropane
BRL *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.0662-Chlorotoluene
BRL *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.0504-Chlorotoluene
0.56 *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.0894-Isopropyltoluene
BRL *SM6200 B P0B00961102/6/20 19:25 JLBug/L 0.31Acetone
6.8 *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.048Benzene
BRL *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.057Bromobenzene
BRL *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.14Bromochloromethane
BRL *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.062Bromodichloromethane
BRL *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.040Bromoform
BRL *SM6200 B P0B009611.0 2/6/20 19:25 JLBug/L 0.18Bromomethane
BRL *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.11Carbon Tetrachloride
BRL *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.062Chlorobenzene
BRL *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.22Chloroethane
BRL *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.076Chloroform
BRL *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.079Chloromethane
BRL *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.056cis-1,2-Dichloroethylene
BRL *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.079cis-1,3-Dichloropropylene
BRL *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.081Dibromochloromethane
BRL *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.065Dibromomethane
BRL *SM6200 B P0B009611.0 2/6/20 19:25 JLBug/L 0.11Dichlorodifluoromethane
BRL *SM6200 B P0B009612002/6/20 19:25 JLBug/L 27Ethanol
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Laboratory Report
02/12/2020
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
115 Mackenan Dr. BUILDING 117 Project No.:
Project: St. Delight Baptist ChurchWithers & Ravenel
Cary, NC 27511
Attn: Kevin Buchanan
Sample Matrix: Water
Client Sample ID: MW-2R
Sample ID: 0010454-02
Work Order: 0010454
Time Collected: 01/29/20 12:37
Time Submitted: 01/31/20 16:10
02170214.07
7.7 *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.061Ethylbenzene
BRL *SM6200 B P0B009612.0 2/6/20 19:25 JLBug/L 0.16Hexachlorobutadiene
BRL *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.050Isopropyl Ether
2.9 *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.054Isopropylbenzene (Cumene)
110 *SM6200 B P0B009611.0 2/6/20 19:25 JLBug/L 0.12m,p-Xylenes
BRL *SM6200 B P0B009611.0 2/6/20 19:25 JLBug/L 0.065Methyl Butyl Ketone (2-Hexanone)
BRL *SM6200 B P0B009615.0 2/6/20 19:25 JLBug/L 0.24Methyl Ethyl Ketone (2-Butanone)
BRL *SM6200 B P0B009611.0 2/6/20 19:25 JLBug/L 0.078Methyl Isobutyl Ketone
BRL *SM6200 B P0B009612.0 2/6/20 19:25 JLBug/L 0.083Methylene Chloride
BRL *SM6200 B P0B009611.0 2/6/20 19:25 JLBug/L 0.042Methyl-tert-Butyl Ether
12 *SM6200 B P0B009611.0 2/6/20 19:25 JLBug/L 0.19Naphthalene
5.7 *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.076n-Butylbenzene
3.9 *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.087n-Propylbenzene
51 *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.044o-Xylene
1.0 *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.076sec-Butylbenzene
BRL *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.047Styrene
BRL *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.088tert-Butylbenzene
BRL *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.098Tetrachloroethylene
31 *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.044Toluene
BRL *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.070trans-1,2-Dichloroethylene
BRL *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.12trans-1,3-Dichloropropylene
BRL *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.078Trichloroethylene
BRL *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.062Trichlorofluoromethane
BRL *SM6200 B P0B009615.0 2/6/20 19:25 JLBug/L 0.060Vinyl acetate
BRL *SM6200 B P0B009610.50 2/6/20 19:25 JLBug/L 0.097Vinyl chloride
160 *SM6200 B P0B009611.5 2/6/20 19:25 JLBug/L 0.15Xylenes, total
Surrogate Recovery Control Limits
70-13099 %4-Bromofluorobenzene
70-13099 %Dibromofluoromethane
70-130121 %Toluene-d8
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Laboratory Report
02/12/2020
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
115 Mackenan Dr. BUILDING 117 Project No.:
Project: St. Delight Baptist ChurchWithers & Ravenel
Cary, NC 27511
Attn: Kevin Buchanan
Sample Matrix: Water
Client Sample ID: MW-3R
Sample ID: 0010454-03
Work Order: 0010454
Time Collected: 01/29/20 12:45
Time Submitted: 01/31/20 16:10
02170214.07
Volatile Organic Compounds by GC/MS
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.111,1,1,2-Tetrachloroethane
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.0611,1,1-Trichloroethane
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.0361,1,2,2-Tetrachloroethane
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.0661,1,2-Trichloroethane
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.0831,1-Dichloroethane
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.0831,1-Dichloroethylene
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.0511,1-Dichloropropylene
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.401,2,3-Trichlorobenzene
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.141,2,3-Trichloropropane
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.131,2,4-Trichlorobenzene
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.0541,2,4-Trimethylbenzene
BRL *SM6200 B P0B011112.0 2/7/20 13:43 JLBug/L 0.171,2-Dibromo-3-chloropropane
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.0511,2-Dibromoethane
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.0761,2-Dichlorobenzene
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.0661,2-Dichloroethane
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.111,2-Dichloropropane
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.0761,3,5-Trimethylbenzene
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.0541,3-Dichlorobenzene
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.0431,3-Dichloropropane
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.0501,4-Dichlorobenzene
BRL *SM6200 B P0B011112.0 2/7/20 13:43 JLBug/L 0.112,2-Dichloropropane
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.0662-Chlorotoluene
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.0504-Chlorotoluene
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.0894-Isopropyltoluene
BRL *SM6200 B P0B01111102/7/20 13:43 JLBug/L 0.31Acetone
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.048Benzene
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.057Bromobenzene
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.14Bromochloromethane
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.062Bromodichloromethane
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.040Bromoform
BRL *SM6200 B P0B011111.0 2/7/20 13:43 JLBug/L 0.18Bromomethane
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.11Carbon Tetrachloride
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.062Chlorobenzene
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.22Chloroethane
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.076Chloroform
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.079Chloromethane
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.056cis-1,2-Dichloroethylene
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.079cis-1,3-Dichloropropylene
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.081Dibromochloromethane
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.065Dibromomethane
BRL *SM6200 B P0B011111.0 2/7/20 13:43 JLBug/L 0.11Dichlorodifluoromethane
BRL *SM6200 B P0B011112002/7/20 13:43 JLBug/L 27Ethanol
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Laboratory Report
02/12/2020
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
115 Mackenan Dr. BUILDING 117 Project No.:
Project: St. Delight Baptist ChurchWithers & Ravenel
Cary, NC 27511
Attn: Kevin Buchanan
Sample Matrix: Water
Client Sample ID: MW-3R
Sample ID: 0010454-03
Work Order: 0010454
Time Collected: 01/29/20 12:45
Time Submitted: 01/31/20 16:10
02170214.07
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.061Ethylbenzene
BRL *SM6200 B P0B011112.0 2/7/20 13:43 JLBug/L 0.16Hexachlorobutadiene
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.050Isopropyl Ether
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.054Isopropylbenzene (Cumene)
BRL *SM6200 B P0B011111.0 2/7/20 13:43 JLBug/L 0.12m,p-Xylenes
BRL *SM6200 B P0B011111.0 2/7/20 13:43 JLBug/L 0.065Methyl Butyl Ketone (2-Hexanone)
BRL *SM6200 B P0B011115.0 2/7/20 13:43 JLBug/L 0.24Methyl Ethyl Ketone (2-Butanone)
BRL *SM6200 B P0B011111.0 2/7/20 13:43 JLBug/L 0.078Methyl Isobutyl Ketone
BRL *SM6200 B P0B011112.0 2/7/20 13:43 JLBug/L 0.083Methylene Chloride
BRL *SM6200 B P0B011111.0 2/7/20 13:43 JLBug/L 0.042Methyl-tert-Butyl Ether
BRL *SM6200 B P0B011111.0 2/7/20 13:43 JLBug/L 0.19Naphthalene
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.076n-Butylbenzene
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.087n-Propylbenzene
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.044o-Xylene
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.076sec-Butylbenzene
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.047Styrene
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.088tert-Butylbenzene
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.098Tetrachloroethylene
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.044Toluene
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.070trans-1,2-Dichloroethylene
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.12trans-1,3-Dichloropropylene
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.078Trichloroethylene
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.062Trichlorofluoromethane
BRL *SM6200 B P0B011115.0 2/7/20 13:43 JLBug/L 0.060Vinyl acetate
BRL *SM6200 B P0B011110.50 2/7/20 13:43 JLBug/L 0.097Vinyl chloride
BRL *SM6200 B P0B011111.5 2/7/20 13:43 JLBug/L 0.15Xylenes, total
Surrogate Recovery Control Limits
70-130101 %4-Bromofluorobenzene
70-13097 %Dibromofluoromethane
70-13096 %Toluene-d8
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Laboratory Report
02/12/2020
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
115 Mackenan Dr. BUILDING 117 Project No.:
Project: St. Delight Baptist ChurchWithers & Ravenel
Cary, NC 27511
Attn: Kevin Buchanan
Sample Matrix: Water
Client Sample ID: MW-4
Sample ID: 0010454-04
Work Order: 0010454
Time Collected: 01/29/20 14:45
Time Submitted: 01/31/20 16:10
02170214.07
Volatile Organic Compounds by GC/MS
BRL *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 1.11,1,1,2-Tetrachloroethane
BRL *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 0.611,1,1-Trichloroethane
BRL *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 0.361,1,2,2-Tetrachloroethane
BRL *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 0.661,1,2-Trichloroethane
BRL *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 0.831,1-Dichloroethane
BRL *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 0.831,1-Dichloroethylene
BRL *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 0.511,1-Dichloropropylene
BRL *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 4.01,2,3-Trichlorobenzene
BRL *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 1.41,2,3-Trichloropropane
BRL *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 1.31,2,4-Trichlorobenzene
670 *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 0.541,2,4-Trimethylbenzene
BRL *SM6200 B P0B011110202/7/20 17:53 JLBug/L 1.71,2-Dibromo-3-chloropropane
BRL *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 0.511,2-Dibromoethane
BRL *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 0.761,2-Dichlorobenzene
BRL *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 0.661,2-Dichloroethane
BRL *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 1.11,2-Dichloropropane
150 *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 0.761,3,5-Trimethylbenzene
BRL *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 0.541,3-Dichlorobenzene
BRL *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 0.431,3-Dichloropropane
BRL *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 0.501,4-Dichlorobenzene
BRL *SM6200 B P0B011110202/7/20 17:53 JLBug/L 1.12,2-Dichloropropane
BRL *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 0.662-Chlorotoluene
BRL *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 0.504-Chlorotoluene
BRL *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 0.894-Isopropyltoluene
BRL *SM6200 B P0B0111101002/7/20 17:53 JLBug/L 3.1Acetone
5.7 *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 0.48Benzene
BRL *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 0.57Bromobenzene
BRL *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 1.4Bromochloromethane
BRL *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 0.62Bromodichloromethane
BRL *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 0.40Bromoform
BRL *SM6200 B P0B011110102/7/20 17:53 JLBug/L 1.8Bromomethane
BRL *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 1.1Carbon Tetrachloride
BRL *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 0.62Chlorobenzene
BRL *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 2.2Chloroethane
BRL *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 0.76Chloroform
BRL *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 0.79Chloromethane
BRL *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 0.56cis-1,2-Dichloroethylene
BRL *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 0.79cis-1,3-Dichloropropylene
BRL *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 0.81Dibromochloromethane
BRL *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 0.65Dibromomethane
BRL *SM6200 B P0B011110102/7/20 17:53 JLBug/L 1.1Dichlorodifluoromethane
BRL *SM6200 B P0B01111020002/7/20 17:53 JLBug/L 270Ethanol
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Laboratory Report
02/12/2020
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
115 Mackenan Dr. BUILDING 117 Project No.:
Project: St. Delight Baptist ChurchWithers & Ravenel
Cary, NC 27511
Attn: Kevin Buchanan
Sample Matrix: Water
Client Sample ID: MW-4
Sample ID: 0010454-04
Work Order: 0010454
Time Collected: 01/29/20 14:45
Time Submitted: 01/31/20 16:10
02170214.07
330 *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 0.61Ethylbenzene
BRL *SM6200 B P0B011110202/7/20 17:53 JLBug/L 1.6Hexachlorobutadiene
BRL *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 0.50Isopropyl Ether
36 *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 0.54Isopropylbenzene (Cumene)
670 *SM6200 B P0B011110102/7/20 17:53 JLBug/L 1.2m,p-Xylenes
BRL *SM6200 B P0B011110102/7/20 17:53 JLBug/L 0.65Methyl Butyl Ketone (2-Hexanone)
BRL *SM6200 B P0B011110502/7/20 17:53 JLBug/L 2.4Methyl Ethyl Ketone (2-Butanone)
BRL *SM6200 B P0B011110102/7/20 17:53 JLBug/L 0.78Methyl Isobutyl Ketone
BRL *SM6200 B P0B011110202/7/20 17:53 JLBug/L 0.83Methylene Chloride
BRL *SM6200 B P0B011110102/7/20 17:53 JLBug/L 0.42Methyl-tert-Butyl Ether
170 *SM6200 B P0B011110102/7/20 17:53 JLBug/L 1.9Naphthalene
12 *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 0.76n-Butylbenzene
90 *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 0.87n-Propylbenzene
88 *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 0.44o-Xylene
8.1 *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 0.76sec-Butylbenzene
BRL *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 0.47Styrene
BRL *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 0.88tert-Butylbenzene
BRL *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 0.98Tetrachloroethylene
68 *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 0.44Toluene
BRL *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 0.70trans-1,2-Dichloroethylene
BRL *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 1.2trans-1,3-Dichloropropylene
BRL *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 0.78Trichloroethylene
BRL *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 0.62Trichlorofluoromethane
BRL *SM6200 B P0B011110502/7/20 17:53 JLBug/L 0.60Vinyl acetate
BRL *SM6200 B P0B0111105.0 2/7/20 17:53 JLBug/L 0.97Vinyl chloride
760 *SM6200 B P0B011110152/7/20 17:53 JLBug/L 1.5Xylenes, total
Surrogate Recovery Control Limits
70-13098 %4-Bromofluorobenzene
70-13098 %Dibromofluoromethane
70-13097 %Toluene-d8
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Laboratory Report
02/12/2020
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
115 Mackenan Dr. BUILDING 117 Project No.:
Project: St. Delight Baptist ChurchWithers & Ravenel
Cary, NC 27511
Attn: Kevin Buchanan
Sample Matrix: Water
Client Sample ID: MW-5
Sample ID: 0010454-05
Work Order: 0010454
Time Collected: 01/29/20 14:37
Time Submitted: 01/31/20 16:10
02170214.07
Volatile Organic Compounds by GC/MS
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.111,1,1,2-Tetrachloroethane
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.0611,1,1-Trichloroethane
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.0361,1,2,2-Tetrachloroethane
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.0661,1,2-Trichloroethane
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.0831,1-Dichloroethane
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.0831,1-Dichloroethylene
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.0511,1-Dichloropropylene
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.401,2,3-Trichlorobenzene
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.141,2,3-Trichloropropane
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.131,2,4-Trichlorobenzene
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.0541,2,4-Trimethylbenzene
BRL *SM6200 B P0B009612.0 2/6/20 20:34 JLBug/L 0.171,2-Dibromo-3-chloropropane
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.0511,2-Dibromoethane
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.0761,2-Dichlorobenzene
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.0661,2-Dichloroethane
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.111,2-Dichloropropane
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.0761,3,5-Trimethylbenzene
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.0541,3-Dichlorobenzene
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.0431,3-Dichloropropane
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.0501,4-Dichlorobenzene
BRL *SM6200 B P0B009612.0 2/6/20 20:34 JLBug/L 0.112,2-Dichloropropane
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.0662-Chlorotoluene
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.0504-Chlorotoluene
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.0894-Isopropyltoluene
BRL *SM6200 B P0B00961102/6/20 20:34 JLBug/L 0.31Acetone
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.048Benzene
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.057Bromobenzene
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.14Bromochloromethane
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.062Bromodichloromethane
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.040Bromoform
BRL *SM6200 B P0B009611.0 2/6/20 20:34 JLBug/L 0.18Bromomethane
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.11Carbon Tetrachloride
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.062Chlorobenzene
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.22Chloroethane
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.076Chloroform
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.079Chloromethane
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.056cis-1,2-Dichloroethylene
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.079cis-1,3-Dichloropropylene
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.081Dibromochloromethane
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.065Dibromomethane
BRL *SM6200 B P0B009611.0 2/6/20 20:34 JLBug/L 0.11Dichlorodifluoromethane
BRL *SM6200 B P0B009612002/6/20 20:34 JLBug/L 27Ethanol
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Laboratory Report
02/12/2020
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
115 Mackenan Dr. BUILDING 117 Project No.:
Project: St. Delight Baptist ChurchWithers & Ravenel
Cary, NC 27511
Attn: Kevin Buchanan
Sample Matrix: Water
Client Sample ID: MW-5
Sample ID: 0010454-05
Work Order: 0010454
Time Collected: 01/29/20 14:37
Time Submitted: 01/31/20 16:10
02170214.07
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.061Ethylbenzene
BRL *SM6200 B P0B009612.0 2/6/20 20:34 JLBug/L 0.16Hexachlorobutadiene
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.050Isopropyl Ether
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.054Isopropylbenzene (Cumene)
BRL *SM6200 B P0B009611.0 2/6/20 20:34 JLBug/L 0.12m,p-Xylenes
BRL *SM6200 B P0B009611.0 2/6/20 20:34 JLBug/L 0.065Methyl Butyl Ketone (2-Hexanone)
BRL *SM6200 B P0B009615.0 2/6/20 20:34 JLBug/L 0.24Methyl Ethyl Ketone (2-Butanone)
BRL *SM6200 B P0B009611.0 2/6/20 20:34 JLBug/L 0.078Methyl Isobutyl Ketone
BRL *SM6200 B P0B009612.0 2/6/20 20:34 JLBug/L 0.083Methylene Chloride
BRL *SM6200 B P0B009611.0 2/6/20 20:34 JLBug/L 0.042Methyl-tert-Butyl Ether
BRL *SM6200 B P0B009611.0 2/6/20 20:34 JLBug/L 0.19Naphthalene
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.076n-Butylbenzene
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.087n-Propylbenzene
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.044o-Xylene
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.076sec-Butylbenzene
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.047Styrene
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.088tert-Butylbenzene
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.098Tetrachloroethylene
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.044Toluene
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.070trans-1,2-Dichloroethylene
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.12trans-1,3-Dichloropropylene
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.078Trichloroethylene
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.062Trichlorofluoromethane
BRL *SM6200 B P0B009615.0 2/6/20 20:34 JLBug/L 0.060Vinyl acetate
BRL *SM6200 B P0B009610.50 2/6/20 20:34 JLBug/L 0.097Vinyl chloride
BRL *SM6200 B P0B009611.5 2/6/20 20:34 JLBug/L 0.15Xylenes, total
Surrogate Recovery Control Limits
70-130101 %4-Bromofluorobenzene
70-130108 %Dibromofluoromethane
70-130122 %Toluene-d8
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Laboratory Report
02/12/2020
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
115 Mackenan Dr. BUILDING 117 Project No.:
Project: St. Delight Baptist ChurchWithers & Ravenel
Cary, NC 27511
Attn: Kevin Buchanan
Sample Matrix: Water
Client Sample ID: MW-7
Sample ID: 0010454-06
Work Order: 0010454
Time Collected: 01/29/20 14:30
Time Submitted: 01/31/20 16:10
02170214.07
Volatile Organic Compounds by GC/MS
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.111,1,1,2-Tetrachloroethane
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.0611,1,1-Trichloroethane
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.0361,1,2,2-Tetrachloroethane
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.0661,1,2-Trichloroethane
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.0831,1-Dichloroethane
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.0831,1-Dichloroethylene
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.0511,1-Dichloropropylene
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.401,2,3-Trichlorobenzene
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.141,2,3-Trichloropropane
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.131,2,4-Trichlorobenzene
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.0541,2,4-Trimethylbenzene
BRL *SM6200 B P0B009612.0 2/6/20 21:08 JLBug/L 0.171,2-Dibromo-3-chloropropane
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.0511,2-Dibromoethane
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.0761,2-Dichlorobenzene
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.0661,2-Dichloroethane
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.111,2-Dichloropropane
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.0761,3,5-Trimethylbenzene
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.0541,3-Dichlorobenzene
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.0431,3-Dichloropropane
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.0501,4-Dichlorobenzene
BRL *SM6200 B P0B009612.0 2/6/20 21:08 JLBug/L 0.112,2-Dichloropropane
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.0662-Chlorotoluene
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.0504-Chlorotoluene
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.0894-Isopropyltoluene
BRL *SM6200 B P0B00961102/6/20 21:08 JLBug/L 0.31Acetone
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.048Benzene
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.057Bromobenzene
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.14Bromochloromethane
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.062Bromodichloromethane
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.040Bromoform
BRL *SM6200 B P0B009611.0 2/6/20 21:08 JLBug/L 0.18Bromomethane
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.11Carbon Tetrachloride
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.062Chlorobenzene
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.22Chloroethane
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.076Chloroform
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.079Chloromethane
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.056cis-1,2-Dichloroethylene
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.079cis-1,3-Dichloropropylene
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.081Dibromochloromethane
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.065Dibromomethane
BRL *SM6200 B P0B009611.0 2/6/20 21:08 JLBug/L 0.11Dichlorodifluoromethane
BRL *SM6200 B P0B009612002/6/20 21:08 JLBug/L 27Ethanol
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Laboratory Report
02/12/2020
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
115 Mackenan Dr. BUILDING 117 Project No.:
Project: St. Delight Baptist ChurchWithers & Ravenel
Cary, NC 27511
Attn: Kevin Buchanan
Sample Matrix: Water
Client Sample ID: MW-7
Sample ID: 0010454-06
Work Order: 0010454
Time Collected: 01/29/20 14:30
Time Submitted: 01/31/20 16:10
02170214.07
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.061Ethylbenzene
BRL *SM6200 B P0B009612.0 2/6/20 21:08 JLBug/L 0.16Hexachlorobutadiene
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.050Isopropyl Ether
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.054Isopropylbenzene (Cumene)
BRL *SM6200 B P0B009611.0 2/6/20 21:08 JLBug/L 0.12m,p-Xylenes
BRL *SM6200 B P0B009611.0 2/6/20 21:08 JLBug/L 0.065Methyl Butyl Ketone (2-Hexanone)
BRL *SM6200 B P0B009615.0 2/6/20 21:08 JLBug/L 0.24Methyl Ethyl Ketone (2-Butanone)
BRL *SM6200 B P0B009611.0 2/6/20 21:08 JLBug/L 0.078Methyl Isobutyl Ketone
BRL *SM6200 B P0B009612.0 2/6/20 21:08 JLBug/L 0.083Methylene Chloride
BRL *SM6200 B P0B009611.0 2/6/20 21:08 JLBug/L 0.042Methyl-tert-Butyl Ether
BRL *SM6200 B P0B009611.0 2/6/20 21:08 JLBug/L 0.19Naphthalene
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.076n-Butylbenzene
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.087n-Propylbenzene
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.044o-Xylene
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.076sec-Butylbenzene
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.047Styrene
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.088tert-Butylbenzene
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.098Tetrachloroethylene
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.044Toluene
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.070trans-1,2-Dichloroethylene
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.12trans-1,3-Dichloropropylene
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.078Trichloroethylene
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.062Trichlorofluoromethane
BRL *SM6200 B P0B009615.0 2/6/20 21:08 JLBug/L 0.060Vinyl acetate
BRL *SM6200 B P0B009610.50 2/6/20 21:08 JLBug/L 0.097Vinyl chloride
BRL *SM6200 B P0B009611.5 2/6/20 21:08 JLBug/L 0.15Xylenes, total
Surrogate Recovery Control Limits
70-130102 %4-Bromofluorobenzene
70-130109 %Dibromofluoromethane
70-130123 %Toluene-d8
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Laboratory Report
02/12/2020
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
115 Mackenan Dr. BUILDING 117 Project No.:
Project: St. Delight Baptist ChurchWithers & Ravenel
Cary, NC 27511
Attn: Kevin Buchanan
Sample Matrix: Water
Client Sample ID: WSW-2
Sample ID: 0010454-07
Work Order: 0010454
Time Collected: 01/29/20 10:37
Time Submitted: 01/31/20 16:10
02170214.07
Volatile Organic Compounds by GC/MS
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.111,1,1,2-Tetrachloroethane
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.0611,1,1-Trichloroethane
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.0361,1,2,2-Tetrachloroethane
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.0661,1,2-Trichloroethane
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.0831,1-Dichloroethane
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.0831,1-Dichloroethylene
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.0511,1-Dichloropropylene
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.401,2,3-Trichlorobenzene
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.141,2,3-Trichloropropane
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.131,2,4-Trichlorobenzene
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.0541,2,4-Trimethylbenzene
BRL *SM6200 B P0B011112.0 2/7/20 15:23 JLBug/L 0.171,2-Dibromo-3-chloropropane
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.0511,2-Dibromoethane
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.0761,2-Dichlorobenzene
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.0661,2-Dichloroethane
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.111,2-Dichloropropane
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.0761,3,5-Trimethylbenzene
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.0541,3-Dichlorobenzene
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.0431,3-Dichloropropane
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.0501,4-Dichlorobenzene
BRL *SM6200 B P0B011112.0 2/7/20 15:23 JLBug/L 0.112,2-Dichloropropane
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.0662-Chlorotoluene
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.0504-Chlorotoluene
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.0894-Isopropyltoluene
BRL *SM6200 B P0B01111102/7/20 15:23 JLBug/L 0.31Acetone
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.048Benzene
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.057Bromobenzene
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.14Bromochloromethane
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.062Bromodichloromethane
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.040Bromoform
BRL *SM6200 B P0B011111.0 2/7/20 15:23 JLBug/L 0.18Bromomethane
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.11Carbon Tetrachloride
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.062Chlorobenzene
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.22Chloroethane
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.076Chloroform
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.079Chloromethane
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.056cis-1,2-Dichloroethylene
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.079cis-1,3-Dichloropropylene
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.081Dibromochloromethane
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.065Dibromomethane
BRL *SM6200 B P0B011111.0 2/7/20 15:23 JLBug/L 0.11Dichlorodifluoromethane
BRL *SM6200 B P0B011112002/7/20 15:23 JLBug/L 27Ethanol
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Laboratory Report
02/12/2020
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
115 Mackenan Dr. BUILDING 117 Project No.:
Project: St. Delight Baptist ChurchWithers & Ravenel
Cary, NC 27511
Attn: Kevin Buchanan
Sample Matrix: Water
Client Sample ID: WSW-2
Sample ID: 0010454-07
Work Order: 0010454
Time Collected: 01/29/20 10:37
Time Submitted: 01/31/20 16:10
02170214.07
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.061Ethylbenzene
BRL *SM6200 B P0B011112.0 2/7/20 15:23 JLBug/L 0.16Hexachlorobutadiene
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.050Isopropyl Ether
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.054Isopropylbenzene (Cumene)
BRL *SM6200 B P0B011111.0 2/7/20 15:23 JLBug/L 0.12m,p-Xylenes
BRL *SM6200 B P0B011111.0 2/7/20 15:23 JLBug/L 0.065Methyl Butyl Ketone (2-Hexanone)
BRL *SM6200 B P0B011115.0 2/7/20 15:23 JLBug/L 0.24Methyl Ethyl Ketone (2-Butanone)
BRL *SM6200 B P0B011111.0 2/7/20 15:23 JLBug/L 0.078Methyl Isobutyl Ketone
BRL *SM6200 B P0B011112.0 2/7/20 15:23 JLBug/L 0.083Methylene Chloride
BRL *SM6200 B P0B011111.0 2/7/20 15:23 JLBug/L 0.042Methyl-tert-Butyl Ether
BRL *SM6200 B P0B011111.0 2/7/20 15:23 JLBug/L 0.19Naphthalene
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.076n-Butylbenzene
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.087n-Propylbenzene
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.044o-Xylene
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.076sec-Butylbenzene
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.047Styrene
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.088tert-Butylbenzene
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.098Tetrachloroethylene
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.044Toluene
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.070trans-1,2-Dichloroethylene
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.12trans-1,3-Dichloropropylene
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.078Trichloroethylene
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.062Trichlorofluoromethane
BRL *SM6200 B P0B011115.0 2/7/20 15:23 JLBug/L 0.060Vinyl acetate
BRL *SM6200 B P0B011110.50 2/7/20 15:23 JLBug/L 0.097Vinyl chloride
BRL *SM6200 B P0B011111.5 2/7/20 15:23 JLBug/L 0.15Xylenes, total
Surrogate Recovery Control Limits
70-130102 %4-Bromofluorobenzene
70-13096 %Dibromofluoromethane
70-13097 %Toluene-d8
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Laboratory Report
02/12/2020
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
115 Mackenan Dr. BUILDING 117 Project No.:
Project: St. Delight Baptist ChurchWithers & Ravenel
Cary, NC 27511
Attn: Kevin Buchanan
Sample Matrix: Water
Client Sample ID: WSW-4
Sample ID: 0010454-08
Work Order: 0010454
Time Collected: 01/29/20 11:12
Time Submitted: 01/31/20 16:10
02170214.07
Volatile Organic Compounds by GC/MS
BRL *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.111,1,1,2-Tetrachloroethane
BRL *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.0611,1,1-Trichloroethane
BRL *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.0361,1,2,2-Tetrachloroethane
BRL *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.0661,1,2-Trichloroethane
BRL *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.0831,1-Dichloroethane
BRL *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.0831,1-Dichloroethylene
BRL *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.0511,1-Dichloropropylene
BRL *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.401,2,3-Trichlorobenzene
BRL *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.141,2,3-Trichloropropane
BRL *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.131,2,4-Trichlorobenzene
BRL *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.0541,2,4-Trimethylbenzene
BRL *SM6200 B P0B011112.0 2/7/20 15:48 JLBug/L 0.171,2-Dibromo-3-chloropropane
BRL *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.0511,2-Dibromoethane
BRL *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.0761,2-Dichlorobenzene
0.56 *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.0661,2-Dichloroethane
BRL *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.111,2-Dichloropropane
BRL *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.0761,3,5-Trimethylbenzene
BRL *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.0541,3-Dichlorobenzene
BRL *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.0431,3-Dichloropropane
BRL *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.0501,4-Dichlorobenzene
BRL *SM6200 B P0B011112.0 2/7/20 15:48 JLBug/L 0.112,2-Dichloropropane
BRL *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.0662-Chlorotoluene
BRL *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.0504-Chlorotoluene
BRL *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.0894-Isopropyltoluene
BRL *SM6200 B P0B01111102/7/20 15:48 JLBug/L 0.31Acetone
3.2 *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.048Benzene
BRL *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.057Bromobenzene
BRL *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.14Bromochloromethane
BRL *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.062Bromodichloromethane
BRL *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.040Bromoform
BRL *SM6200 B P0B011111.0 2/7/20 15:48 JLBug/L 0.18Bromomethane
BRL *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.11Carbon Tetrachloride
BRL *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.062Chlorobenzene
BRL *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.22Chloroethane
BRL *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.076Chloroform
BRL *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.079Chloromethane
BRL *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.056cis-1,2-Dichloroethylene
BRL *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.079cis-1,3-Dichloropropylene
BRL *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.081Dibromochloromethane
BRL *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.065Dibromomethane
BRL *SM6200 B P0B011111.0 2/7/20 15:48 JLBug/L 0.11Dichlorodifluoromethane
BRL *SM6200 B P0B011112002/7/20 15:48 JLBug/L 27Ethanol
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Laboratory Report
02/12/2020
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
115 Mackenan Dr. BUILDING 117 Project No.:
Project: St. Delight Baptist ChurchWithers & Ravenel
Cary, NC 27511
Attn: Kevin Buchanan
Sample Matrix: Water
Client Sample ID: WSW-4
Sample ID: 0010454-08
Work Order: 0010454
Time Collected: 01/29/20 11:12
Time Submitted: 01/31/20 16:10
02170214.07
BRL *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.061Ethylbenzene
BRL *SM6200 B P0B011112.0 2/7/20 15:48 JLBug/L 0.16Hexachlorobutadiene
0.78 *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.050Isopropyl Ether
BRL *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.054Isopropylbenzene (Cumene)
BRL *SM6200 B P0B011111.0 2/7/20 15:48 JLBug/L 0.12m,p-Xylenes
BRL *SM6200 B P0B011111.0 2/7/20 15:48 JLBug/L 0.065Methyl Butyl Ketone (2-Hexanone)
BRL *SM6200 B P0B011115.0 2/7/20 15:48 JLBug/L 0.24Methyl Ethyl Ketone (2-Butanone)
BRL *SM6200 B P0B011111.0 2/7/20 15:48 JLBug/L 0.078Methyl Isobutyl Ketone
BRL *SM6200 B P0B011112.0 2/7/20 15:48 JLBug/L 0.083Methylene Chloride
BRL *SM6200 B P0B011111.0 2/7/20 15:48 JLBug/L 0.042Methyl-tert-Butyl Ether
BRL *SM6200 B P0B011111.0 2/7/20 15:48 JLBug/L 0.19Naphthalene
BRL *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.076n-Butylbenzene
BRL *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.087n-Propylbenzene
0.53 *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.044o-Xylene
BRL *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.076sec-Butylbenzene
BRL *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.047Styrene
BRL *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.088tert-Butylbenzene
BRL *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.098Tetrachloroethylene
BRL *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.044Toluene
BRL *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.070trans-1,2-Dichloroethylene
BRL *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.12trans-1,3-Dichloropropylene
BRL *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.078Trichloroethylene
BRL *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.062Trichlorofluoromethane
BRL *SM6200 B P0B011115.0 2/7/20 15:48 JLBug/L 0.060Vinyl acetate
BRL *SM6200 B P0B011110.50 2/7/20 15:48 JLBug/L 0.097Vinyl chloride
BRL *SM6200 B P0B011111.5 2/7/20 15:48 JLBug/L 0.15Xylenes, total
Surrogate Recovery Control Limits
70-130100 %4-Bromofluorobenzene
70-13097 %Dibromofluoromethane
70-13097 %Toluene-d8
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Laboratory Report
02/12/2020
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
115 Mackenan Dr. BUILDING 117 Project No.:
Project: St. Delight Baptist ChurchWithers & Ravenel
Cary, NC 27511
Attn: Kevin Buchanan
Sample Matrix: Water
Client Sample ID: WSW-5 Pre
Sample ID: 0010454-09
Work Order: 0010454
Time Collected: 01/29/20 09:43
Time Submitted: 01/31/20 16:10
02170214.07
Volatile Organic Compounds by GC/MS
BRL *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.111,1,1,2-Tetrachloroethane
BRL *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.0611,1,1-Trichloroethane
BRL *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.0361,1,2,2-Tetrachloroethane
BRL *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.0661,1,2-Trichloroethane
BRL *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.0831,1-Dichloroethane
BRL *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.0831,1-Dichloroethylene
BRL *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.0511,1-Dichloropropylene
BRL *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.401,2,3-Trichlorobenzene
BRL *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.141,2,3-Trichloropropane
BRL *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.131,2,4-Trichlorobenzene
BRL *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.0541,2,4-Trimethylbenzene
BRL *SM6200 B P0B011112.0 2/7/20 16:13 JLBug/L 0.171,2-Dibromo-3-chloropropane
BRL *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.0511,2-Dibromoethane
BRL *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.0761,2-Dichlorobenzene
1.8 *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.0661,2-Dichloroethane
BRL *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.111,2-Dichloropropane
BRL *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.0761,3,5-Trimethylbenzene
BRL *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.0541,3-Dichlorobenzene
BRL *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.0431,3-Dichloropropane
BRL *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.0501,4-Dichlorobenzene
BRL *SM6200 B P0B011112.0 2/7/20 16:13 JLBug/L 0.112,2-Dichloropropane
BRL *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.0662-Chlorotoluene
BRL *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.0504-Chlorotoluene
BRL *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.0894-Isopropyltoluene
BRL *SM6200 B P0B01111102/7/20 16:13 JLBug/L 0.31Acetone
35 *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.048Benzene
BRL *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.057Bromobenzene
BRL *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.14Bromochloromethane
BRL *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.062Bromodichloromethane
BRL *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.040Bromoform
BRL *SM6200 B P0B011111.0 2/7/20 16:13 JLBug/L 0.18Bromomethane
BRL *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.11Carbon Tetrachloride
BRL *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.062Chlorobenzene
BRL *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.22Chloroethane
BRL *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.076Chloroform
BRL *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.079Chloromethane
BRL *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.056cis-1,2-Dichloroethylene
BRL *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.079cis-1,3-Dichloropropylene
BRL *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.081Dibromochloromethane
BRL *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.065Dibromomethane
BRL *SM6200 B P0B011111.0 2/7/20 16:13 JLBug/L 0.11Dichlorodifluoromethane
BRL *SM6200 B P0B011112002/7/20 16:13 JLBug/L 27Ethanol
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Laboratory Report
02/12/2020
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
115 Mackenan Dr. BUILDING 117 Project No.:
Project: St. Delight Baptist ChurchWithers & Ravenel
Cary, NC 27511
Attn: Kevin Buchanan
Sample Matrix: Water
Client Sample ID: WSW-5 Pre
Sample ID: 0010454-09
Work Order: 0010454
Time Collected: 01/29/20 09:43
Time Submitted: 01/31/20 16:10
02170214.07
BRL *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.061Ethylbenzene
BRL *SM6200 B P0B011112.0 2/7/20 16:13 JLBug/L 0.16Hexachlorobutadiene
2.8 *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.050Isopropyl Ether
0.78 *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.054Isopropylbenzene (Cumene)
BRL *SM6200 B P0B011111.0 2/7/20 16:13 JLBug/L 0.12m,p-Xylenes
BRL *SM6200 B P0B011111.0 2/7/20 16:13 JLBug/L 0.065Methyl Butyl Ketone (2-Hexanone)
BRL *SM6200 B P0B011115.0 2/7/20 16:13 JLBug/L 0.24Methyl Ethyl Ketone (2-Butanone)
BRL *SM6200 B P0B011111.0 2/7/20 16:13 JLBug/L 0.078Methyl Isobutyl Ketone
BRL *SM6200 B P0B011112.0 2/7/20 16:13 JLBug/L 0.083Methylene Chloride
BRL *SM6200 B P0B011111.0 2/7/20 16:13 JLBug/L 0.042Methyl-tert-Butyl Ether
4.6 *SM6200 B P0B011111.0 2/7/20 16:13 JLBug/L 0.19Naphthalene
BRL *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.076n-Butylbenzene
BRL *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.087n-Propylbenzene
BRL *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.044o-Xylene
BRL *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.076sec-Butylbenzene
BRL *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.047Styrene
BRL *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.088tert-Butylbenzene
BRL *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.098Tetrachloroethylene
BRL *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.044Toluene
BRL *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.070trans-1,2-Dichloroethylene
BRL *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.12trans-1,3-Dichloropropylene
BRL *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.078Trichloroethylene
BRL *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.062Trichlorofluoromethane
BRL *SM6200 B P0B011115.0 2/7/20 16:13 JLBug/L 0.060Vinyl acetate
BRL *SM6200 B P0B011110.50 2/7/20 16:13 JLBug/L 0.097Vinyl chloride
BRL *SM6200 B P0B011111.5 2/7/20 16:13 JLBug/L 0.15Xylenes, total
Surrogate Recovery Control Limits
70-13099 %4-Bromofluorobenzene
70-13097 %Dibromofluoromethane
70-13097 %Toluene-d8
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Laboratory Report
02/12/2020
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
115 Mackenan Dr. BUILDING 117 Project No.:
Project: St. Delight Baptist ChurchWithers & Ravenel
Cary, NC 27511
Attn: Kevin Buchanan
Sample Matrix: Water
Client Sample ID: WSW-5 Post
Sample ID: 0010454-10
Work Order: 0010454
Time Collected: 01/29/20 09:27
Time Submitted: 01/31/20 16:10
02170214.07
Volatile Organic Compounds by GC/MS
BRL *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.111,1,1,2-Tetrachloroethane
BRL *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.0611,1,1-Trichloroethane
BRL *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.0361,1,2,2-Tetrachloroethane
BRL *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.0661,1,2-Trichloroethane
BRL *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.0831,1-Dichloroethane
BRL *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.0831,1-Dichloroethylene
BRL *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.0511,1-Dichloropropylene
BRL *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.401,2,3-Trichlorobenzene
BRL *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.141,2,3-Trichloropropane
BRL *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.131,2,4-Trichlorobenzene
BRL *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.0541,2,4-Trimethylbenzene
BRL *SM6200 B P0B011112.0 2/7/20 16:38 JLBug/L 0.171,2-Dibromo-3-chloropropane
BRL *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.0511,2-Dibromoethane
BRL *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.0761,2-Dichlorobenzene
2.0 *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.0661,2-Dichloroethane
BRL *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.111,2-Dichloropropane
BRL *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.0761,3,5-Trimethylbenzene
BRL *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.0541,3-Dichlorobenzene
BRL *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.0431,3-Dichloropropane
BRL *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.0501,4-Dichlorobenzene
BRL *SM6200 B P0B011112.0 2/7/20 16:38 JLBug/L 0.112,2-Dichloropropane
BRL *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.0662-Chlorotoluene
BRL *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.0504-Chlorotoluene
BRL *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.0894-Isopropyltoluene
BRL *SM6200 B P0B01111102/7/20 16:38 JLBug/L 0.31Acetone
40 *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.048Benzene
BRL *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.057Bromobenzene
BRL *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.14Bromochloromethane
BRL *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.062Bromodichloromethane
BRL *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.040Bromoform
BRL *SM6200 B P0B011111.0 2/7/20 16:38 JLBug/L 0.18Bromomethane
BRL *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.11Carbon Tetrachloride
BRL *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.062Chlorobenzene
BRL *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.22Chloroethane
BRL *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.076Chloroform
BRL *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.079Chloromethane
BRL *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.056cis-1,2-Dichloroethylene
BRL *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.079cis-1,3-Dichloropropylene
BRL *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.081Dibromochloromethane
BRL *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.065Dibromomethane
BRL *SM6200 B P0B011111.0 2/7/20 16:38 JLBug/L 0.11Dichlorodifluoromethane
BRL *SM6200 B P0B011112002/7/20 16:38 JLBug/L 27Ethanol
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Laboratory Report
02/12/2020
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
115 Mackenan Dr. BUILDING 117 Project No.:
Project: St. Delight Baptist ChurchWithers & Ravenel
Cary, NC 27511
Attn: Kevin Buchanan
Sample Matrix: Water
Client Sample ID: WSW-5 Post
Sample ID: 0010454-10
Work Order: 0010454
Time Collected: 01/29/20 09:27
Time Submitted: 01/31/20 16:10
02170214.07
BRL *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.061Ethylbenzene
BRL *SM6200 B P0B011112.0 2/7/20 16:38 JLBug/L 0.16Hexachlorobutadiene
3.1 *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.050Isopropyl Ether
0.90 *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.054Isopropylbenzene (Cumene)
BRL *SM6200 B P0B011111.0 2/7/20 16:38 JLBug/L 0.12m,p-Xylenes
BRL *SM6200 B P0B011111.0 2/7/20 16:38 JLBug/L 0.065Methyl Butyl Ketone (2-Hexanone)
BRL *SM6200 B P0B011115.0 2/7/20 16:38 JLBug/L 0.24Methyl Ethyl Ketone (2-Butanone)
BRL *SM6200 B P0B011111.0 2/7/20 16:38 JLBug/L 0.078Methyl Isobutyl Ketone
BRL *SM6200 B P0B011112.0 2/7/20 16:38 JLBug/L 0.083Methylene Chloride
BRL *SM6200 B P0B011111.0 2/7/20 16:38 JLBug/L 0.042Methyl-tert-Butyl Ether
5.2 *SM6200 B P0B011111.0 2/7/20 16:38 JLBug/L 0.19Naphthalene
BRL *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.076n-Butylbenzene
BRL *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.087n-Propylbenzene
BRL *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.044o-Xylene
BRL *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.076sec-Butylbenzene
BRL *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.047Styrene
BRL *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.088tert-Butylbenzene
BRL *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.098Tetrachloroethylene
BRL *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.044Toluene
BRL *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.070trans-1,2-Dichloroethylene
BRL *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.12trans-1,3-Dichloropropylene
BRL *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.078Trichloroethylene
BRL *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.062Trichlorofluoromethane
BRL *SM6200 B P0B011115.0 2/7/20 16:38 JLBug/L 0.060Vinyl acetate
BRL *SM6200 B P0B011110.50 2/7/20 16:38 JLBug/L 0.097Vinyl chloride
BRL *SM6200 B P0B011111.5 2/7/20 16:38 JLBug/L 0.15Xylenes, total
Surrogate Recovery Control Limits
70-13098 %4-Bromofluorobenzene
70-13096 %Dibromofluoromethane
70-13097 %Toluene-d8
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Laboratory Report
02/12/2020
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
115 Mackenan Dr. BUILDING 117 Project No.:
Project: St. Delight Baptist ChurchWithers & Ravenel
Cary, NC 27511
Attn: Kevin Buchanan
Sample Matrix: Water
Client Sample ID: WSW-6
Sample ID: 0010454-11
Work Order: 0010454
Time Collected: 01/29/20 10:54
Time Submitted: 01/31/20 16:10
02170214.07
Volatile Organic Compounds by GC/MS
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.111,1,1,2-Tetrachloroethane
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.0611,1,1-Trichloroethane
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.0361,1,2,2-Tetrachloroethane
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.0661,1,2-Trichloroethane
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.0831,1-Dichloroethane
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.0831,1-Dichloroethylene
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.0511,1-Dichloropropylene
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.401,2,3-Trichlorobenzene
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.141,2,3-Trichloropropane
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.131,2,4-Trichlorobenzene
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.0541,2,4-Trimethylbenzene
BRL *SM6200 B P0B011112.0 2/7/20 17:03 JLBug/L 0.171,2-Dibromo-3-chloropropane
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.0511,2-Dibromoethane
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.0761,2-Dichlorobenzene
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.0661,2-Dichloroethane
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.111,2-Dichloropropane
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.0761,3,5-Trimethylbenzene
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.0541,3-Dichlorobenzene
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.0431,3-Dichloropropane
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.0501,4-Dichlorobenzene
BRL *SM6200 B P0B011112.0 2/7/20 17:03 JLBug/L 0.112,2-Dichloropropane
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.0662-Chlorotoluene
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.0504-Chlorotoluene
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.0894-Isopropyltoluene
BRL *SM6200 B P0B01111102/7/20 17:03 JLBug/L 0.31Acetone
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.048Benzene
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.057Bromobenzene
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.14Bromochloromethane
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.062Bromodichloromethane
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.040Bromoform
BRL *SM6200 B P0B011111.0 2/7/20 17:03 JLBug/L 0.18Bromomethane
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.11Carbon Tetrachloride
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.062Chlorobenzene
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.22Chloroethane
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.076Chloroform
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.079Chloromethane
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.056cis-1,2-Dichloroethylene
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.079cis-1,3-Dichloropropylene
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.081Dibromochloromethane
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.065Dibromomethane
BRL *SM6200 B P0B011111.0 2/7/20 17:03 JLBug/L 0.11Dichlorodifluoromethane
BRL *SM6200 B P0B011112002/7/20 17:03 JLBug/L 27Ethanol
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Laboratory Report
02/12/2020
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
115 Mackenan Dr. BUILDING 117 Project No.:
Project: St. Delight Baptist ChurchWithers & Ravenel
Cary, NC 27511
Attn: Kevin Buchanan
Sample Matrix: Water
Client Sample ID: WSW-6
Sample ID: 0010454-11
Work Order: 0010454
Time Collected: 01/29/20 10:54
Time Submitted: 01/31/20 16:10
02170214.07
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.061Ethylbenzene
BRL *SM6200 B P0B011112.0 2/7/20 17:03 JLBug/L 0.16Hexachlorobutadiene
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.050Isopropyl Ether
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.054Isopropylbenzene (Cumene)
BRL *SM6200 B P0B011111.0 2/7/20 17:03 JLBug/L 0.12m,p-Xylenes
BRL *SM6200 B P0B011111.0 2/7/20 17:03 JLBug/L 0.065Methyl Butyl Ketone (2-Hexanone)
BRL *SM6200 B P0B011115.0 2/7/20 17:03 JLBug/L 0.24Methyl Ethyl Ketone (2-Butanone)
BRL *SM6200 B P0B011111.0 2/7/20 17:03 JLBug/L 0.078Methyl Isobutyl Ketone
BRL *SM6200 B P0B011112.0 2/7/20 17:03 JLBug/L 0.083Methylene Chloride
BRL *SM6200 B P0B011111.0 2/7/20 17:03 JLBug/L 0.042Methyl-tert-Butyl Ether
BRL *SM6200 B P0B011111.0 2/7/20 17:03 JLBug/L 0.19Naphthalene
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.076n-Butylbenzene
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.087n-Propylbenzene
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.044o-Xylene
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.076sec-Butylbenzene
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.047Styrene
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.088tert-Butylbenzene
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.098Tetrachloroethylene
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.044Toluene
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.070trans-1,2-Dichloroethylene
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.12trans-1,3-Dichloropropylene
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.078Trichloroethylene
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.062Trichlorofluoromethane
BRL *SM6200 B P0B011115.0 2/7/20 17:03 JLBug/L 0.060Vinyl acetate
BRL *SM6200 B P0B011110.50 2/7/20 17:03 JLBug/L 0.097Vinyl chloride
BRL *SM6200 B P0B011111.5 2/7/20 17:03 JLBug/L 0.15Xylenes, total
Surrogate Recovery Control Limits
70-13099 %4-Bromofluorobenzene
70-13096 %Dibromofluoromethane
70-13097 %Toluene-d8
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Laboratory Report
02/12/2020
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
115 Mackenan Dr. BUILDING 117 Project No.:
Project: St. Delight Baptist ChurchWithers & Ravenel
Cary, NC 27511
Attn: Kevin Buchanan
Sample Matrix: Water
Client Sample ID: WSW-7
Sample ID: 0010454-12
Work Order: 0010454
Time Collected: 01/29/20 11:33
Time Submitted: 01/31/20 16:10
02170214.07
Volatile Organic Compounds by GC/MS
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.111,1,1,2-Tetrachloroethane
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.0611,1,1-Trichloroethane
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.0361,1,2,2-Tetrachloroethane
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.0661,1,2-Trichloroethane
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.0831,1-Dichloroethane
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.0831,1-Dichloroethylene
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.0511,1-Dichloropropylene
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.401,2,3-Trichlorobenzene
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.141,2,3-Trichloropropane
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.131,2,4-Trichlorobenzene
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.0541,2,4-Trimethylbenzene
BRL *SM6200 B P0B011112.0 2/7/20 17:28 JLBug/L 0.171,2-Dibromo-3-chloropropane
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.0511,2-Dibromoethane
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.0761,2-Dichlorobenzene
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.0661,2-Dichloroethane
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.111,2-Dichloropropane
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.0761,3,5-Trimethylbenzene
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.0541,3-Dichlorobenzene
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.0431,3-Dichloropropane
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.0501,4-Dichlorobenzene
BRL *SM6200 B P0B011112.0 2/7/20 17:28 JLBug/L 0.112,2-Dichloropropane
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.0662-Chlorotoluene
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.0504-Chlorotoluene
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.0894-Isopropyltoluene
BRL *SM6200 B P0B01111102/7/20 17:28 JLBug/L 0.31Acetone
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.048Benzene
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.057Bromobenzene
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.14Bromochloromethane
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.062Bromodichloromethane
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.040Bromoform
BRL *SM6200 B P0B011111.0 2/7/20 17:28 JLBug/L 0.18Bromomethane
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.11Carbon Tetrachloride
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.062Chlorobenzene
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.22Chloroethane
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.076Chloroform
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.079Chloromethane
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.056cis-1,2-Dichloroethylene
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.079cis-1,3-Dichloropropylene
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.081Dibromochloromethane
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.065Dibromomethane
BRL *SM6200 B P0B011111.0 2/7/20 17:28 JLBug/L 0.11Dichlorodifluoromethane
BRL *SM6200 B P0B011112002/7/20 17:28 JLBug/L 27Ethanol
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Laboratory Report
02/12/2020
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
115 Mackenan Dr. BUILDING 117 Project No.:
Project: St. Delight Baptist ChurchWithers & Ravenel
Cary, NC 27511
Attn: Kevin Buchanan
Sample Matrix: Water
Client Sample ID: WSW-7
Sample ID: 0010454-12
Work Order: 0010454
Time Collected: 01/29/20 11:33
Time Submitted: 01/31/20 16:10
02170214.07
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.061Ethylbenzene
BRL *SM6200 B P0B011112.0 2/7/20 17:28 JLBug/L 0.16Hexachlorobutadiene
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.050Isopropyl Ether
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.054Isopropylbenzene (Cumene)
BRL *SM6200 B P0B011111.0 2/7/20 17:28 JLBug/L 0.12m,p-Xylenes
BRL *SM6200 B P0B011111.0 2/7/20 17:28 JLBug/L 0.065Methyl Butyl Ketone (2-Hexanone)
BRL *SM6200 B P0B011115.0 2/7/20 17:28 JLBug/L 0.24Methyl Ethyl Ketone (2-Butanone)
BRL *SM6200 B P0B011111.0 2/7/20 17:28 JLBug/L 0.078Methyl Isobutyl Ketone
BRL *SM6200 B P0B011112.0 2/7/20 17:28 JLBug/L 0.083Methylene Chloride
BRL *SM6200 B P0B011111.0 2/7/20 17:28 JLBug/L 0.042Methyl-tert-Butyl Ether
BRL *SM6200 B P0B011111.0 2/7/20 17:28 JLBug/L 0.19Naphthalene
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.076n-Butylbenzene
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.087n-Propylbenzene
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.044o-Xylene
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.076sec-Butylbenzene
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.047Styrene
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.088tert-Butylbenzene
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.098Tetrachloroethylene
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.044Toluene
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.070trans-1,2-Dichloroethylene
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.12trans-1,3-Dichloropropylene
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.078Trichloroethylene
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.062Trichlorofluoromethane
BRL *SM6200 B P0B011115.0 2/7/20 17:28 JLBug/L 0.060Vinyl acetate
BRL *SM6200 B P0B011110.50 2/7/20 17:28 JLBug/L 0.097Vinyl chloride
BRL *SM6200 B P0B011111.5 2/7/20 17:28 JLBug/L 0.15Xylenes, total
Surrogate Recovery Control Limits
70-130100 %4-Bromofluorobenzene
70-13096 %Dibromofluoromethane
70-13097 %Toluene-d8
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
2/12/20
Level II QC Report
115 Mackenan Dr. BUILDING 117 Project No: 02170214.07
Project: St. Delight Baptist ChurchWithers & Ravenel
Cary, NC 27511
Attn: Kevin Buchanan
Work Order: 0010454
Time Submitted: 1/31/2020 4:10:00PM
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Volatile Organic Compounds by GC/MS - Quality Control
Batch P0B0096 - SM6200 B
Blank (P0B0096-BLK1)Prepared & Analyzed: 02/06/20
1,1,1,2-Tetrachloroethane ug/LBRL0.50
1,1,1-Trichloroethane ug/LBRL0.50
1,1,2,2-Tetrachloroethane ug/LBRL0.50
1,1,2-Trichloroethane ug/LBRL0.50
1,1-Dichloroethane ug/LBRL0.50
1,1-Dichloroethylene ug/LBRL0.50
1,1-Dichloropropylene ug/LBRL0.50
1,2,3-Trichlorobenzene ug/LBRL0.50
1,2,3-Trichloropropane ug/LBRL0.50
1,2,4-Trichlorobenzene ug/LBRL0.50
1,2,4-Trimethylbenzene ug/LBRL0.50
1,2-Dibromo-3-chloropropane ug/LBRL2.0
1,2-Dibromoethane ug/LBRL0.50
1,2-Dichlorobenzene ug/LBRL0.50
1,2-Dichloroethane ug/LBRL0.50
1,2-Dichloropropane ug/LBRL0.50
1,3,5-Trimethylbenzene ug/LBRL0.50
1,3-Dichlorobenzene ug/LBRL0.50
1,3-Dichloropropane ug/LBRL0.50
1,4-Dichlorobenzene ug/LBRL0.50
2,2-Dichloropropane ug/LBRL2.0
2-Chlorotoluene ug/LBRL0.50
4-Chlorotoluene ug/LBRL0.50
4-Isopropyltoluene ug/LBRL0.50
Acetone ug/LBRL10
Benzene ug/LBRL0.50
Bromobenzene ug/LBRL0.50
Bromochloromethane ug/LBRL0.50
Bromodichloromethane ug/LBRL0.50
Bromoform ug/LBRL0.50
Bromomethane ug/LBRL1.0
Carbon Tetrachloride ug/LBRL0.50
Chlorobenzene ug/LBRL0.50
Chloroethane ug/LBRL0.50
Chloroform ug/LBRL0.50
Chloromethane ug/LBRL0.50
cis-1,2-Dichloroethylene ug/LBRL0.50
cis-1,3-Dichloropropylene ug/LBRL0.50
Dibromochloromethane ug/LBRL0.50
Dibromomethane ug/LBRL0.50
Dichlorodifluoromethane ug/LBRL1.0
Ethanol ug/LBRL200
Ethylbenzene ug/LBRL0.50
Hexachlorobutadiene ug/LBRL2.0
Isopropyl Ether ug/LBRL0.50
Isopropylbenzene (Cumene)ug/LBRL0.50
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
2/12/20
Level II QC Report
115 Mackenan Dr. BUILDING 117 Project No: 02170214.07
Project: St. Delight Baptist ChurchWithers & Ravenel
Cary, NC 27511
Attn: Kevin Buchanan
Work Order: 0010454
Time Submitted: 1/31/2020 4:10:00PM
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Volatile Organic Compounds by GC/MS - Quality Control
Batch P0B0096 - SM6200 B
Blank (P0B0096-BLK1)Prepared & Analyzed: 02/06/20
m,p-Xylenes ug/LBRL1.0
Methyl Butyl Ketone (2-Hexanone)ug/LBRL1.0
Methyl Ethyl Ketone (2-Butanone)ug/LBRL5.0
Methyl Isobutyl Ketone ug/LBRL1.0
Methylene Chloride ug/LBRL2.0
Methyl-tert-Butyl Ether ug/LBRL1.0
Naphthalene ug/LBRL1.0
n-Butylbenzene ug/LBRL0.50
n-Propylbenzene ug/LBRL0.50
o-Xylene ug/LBRL0.50
sec-Butylbenzene ug/LBRL0.50
Styrene ug/LBRL0.50
tert-Butylbenzene ug/LBRL0.50
Tetrachloroethylene ug/LBRL0.50
Toluene ug/LBRL0.50
trans-1,2-Dichloroethylene ug/LBRL0.50
trans-1,3-Dichloropropylene ug/LBRL0.50
Trichloroethylene ug/LBRL0.50
Trichlorofluoromethane ug/LBRL0.50
Vinyl acetate ug/LBRL5.0
Vinyl chloride ug/LBRL0.50
Xylenes, total ug/LBRL1.5
ug/L 50.00 70-130Surrogate: 4-Bromofluorobenzene 9949.7
ug/L 50.00 70-130Surrogate: Dibromofluoromethane 11356.3
ug/L 50.00 70-130Surrogate: Toluene-d8 10854.0
LCS (P0B0096-BS1)Prepared & Analyzed: 02/06/20
1,1,1,2-Tetrachloroethane ug/L21.8 0.50 20.00 70-130109
1,1,1-Trichloroethane ug/L22.2 0.50 20.00 70-130111
1,1,2,2-Tetrachloroethane ug/L19.6 0.50 20.00 70-13098
1,1,2-Trichloroethane ug/L23.2 0.50 20.00 70-130116
1,1-Dichloroethane ug/L22.6 0.50 20.00 70-130113
1,1-Dichloroethylene ug/L21.7 0.50 20.00 70-130108
1,1-Dichloropropylene ug/L22.9 0.50 20.00 70-130114
1,2,3-Trichlorobenzene ug/L23.0 0.50 20.00 70-130115
1,2,3-Trichloropropane ug/L19.9 0.50 20.00 70-130100
1,2,4-Trichlorobenzene ug/L20.9 0.50 20.00 70-130105
1,2,4-Trimethylbenzene ug/L20.6 0.50 20.00 70-130103
1,2-Dibromo-3-chloropropane ug/L20.7 2.0 20.00 70-130104
1,2-Dibromoethane ug/L20.6 0.50 20.00 70-130103
1,2-Dichlorobenzene ug/L19.9 0.50 20.00 70-13099
1,2-Dichloroethane ug/L21.5 0.50 20.00 70-130107
1,2-Dichloropropane ug/L22.1 0.50 20.00 70-130111
1,3,5-Trimethylbenzene ug/L20.5 0.50 20.00 70-130103
1,3-Dichlorobenzene ug/L19.9 0.50 20.00 70-130100
1,3-Dichloropropane ug/L20.8 0.50 20.00 70-130104
1,4-Dichlorobenzene ug/L19.6 0.50 20.00 70-13098
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
2/12/20
Level II QC Report
115 Mackenan Dr. BUILDING 117 Project No: 02170214.07
Project: St. Delight Baptist ChurchWithers & Ravenel
Cary, NC 27511
Attn: Kevin Buchanan
Work Order: 0010454
Time Submitted: 1/31/2020 4:10:00PM
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Volatile Organic Compounds by GC/MS - Quality Control
Batch P0B0096 - SM6200 B
LCS (P0B0096-BS1)Prepared & Analyzed: 02/06/20
2,2-Dichloropropane ug/L22.6 2.0 20.00 70-130113
2-Chlorotoluene ug/L20.1 0.50 20.00 70-130100
4-Chlorotoluene ug/L20.1 0.50 20.00 70-130100
4-Isopropyltoluene ug/L21.5 0.50 20.00 70-130108
Acetone ug/L29.9 10 40.00 40-16075
Benzene ug/L22.2 0.50 20.00 70-130111
Bromobenzene ug/L19.6 0.50 20.00 70-13098
Bromochloromethane ug/L23.2 0.50 20.00 70-130116
Bromodichloromethane ug/L21.8 0.50 20.00 70-130109
Bromoform ug/L21.9 0.50 20.00 70-130110
Bromomethane ug/L22.8 1.0 20.00 60-140114
Carbon Tetrachloride ug/L22.8 0.50 20.00 70-130114
Chlorobenzene ug/L20.2 0.50 20.00 70-130101
Chloroethane ug/L21.0 0.50 20.00 60-140105
Chloroform ug/L21.9 0.50 20.00 70-130110
Chloromethane ug/L23.1 0.50 20.00 60-140116
cis-1,2-Dichloroethylene ug/L20.9 0.50 20.00 70-130104
cis-1,3-Dichloropropylene ug/L23.0 0.50 20.00 70-130115
Dibromochloromethane ug/L20.6 0.50 20.00 70-130103
Dibromomethane ug/L22.8 0.50 20.00 70-130114
Dichlorodifluoromethane ug/L22.2 1.0 20.00 60-140111
Ethanol ug/L638 200 500.0 60-140128
Ethylbenzene ug/L21.4 0.50 20.00 70-130107
Hexachlorobutadiene ug/L20.8 2.0 20.00 70-130104
Isopropyl Ether ug/L21.6 0.50 20.00 70-130108
Isopropylbenzene (Cumene)ug/L21.1 0.50 20.00 70-130106
m,p-Xylenes ug/L43.8 1.0 40.00 70-130110
Methyl Butyl Ketone (2-Hexanone)ug/L19.4 1.0 20.00 60-14097
Methyl Ethyl Ketone (2-Butanone)ug/L18.7 5.0 20.00 60-14093
Methyl Isobutyl Ketone ug/L22.9 1.0 20.00 60-140115
Methylene Chloride ug/L21.7 2.0 20.00 70-130108
Methyl-tert-Butyl Ether ug/L21.7 1.0 20.00 70-130109
Naphthalene ug/L21.5 1.0 20.00 70-130107
n-Butylbenzene ug/L20.6 0.50 20.00 70-130103
n-Propylbenzene ug/L20.0 0.50 20.00 70-130100
o-Xylene ug/L21.3 0.50 20.00 70-130107
sec-Butylbenzene ug/L21.2 0.50 20.00 70-130106
Styrene ug/L22.1 0.50 20.00 70-130110
tert-Butylbenzene ug/L21.1 0.50 20.00 70-130106
Tetrachloroethylene ug/L21.0 0.50 20.00 70-130105
Toluene ug/L22.5 0.50 20.00 70-130112
trans-1,2-Dichloroethylene ug/L21.7 0.50 20.00 70-130108
trans-1,3-Dichloropropylene ug/L24.0 0.50 20.00 70-130120
Trichloroethylene ug/L21.6 0.50 20.00 70-130108
Trichlorofluoromethane ug/L23.6 0.50 20.00 60-140118
Vinyl acetate ug/L25.2 5.0 20.00 60-140126
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
2/12/20
Level II QC Report
115 Mackenan Dr. BUILDING 117 Project No: 02170214.07
Project: St. Delight Baptist ChurchWithers & Ravenel
Cary, NC 27511
Attn: Kevin Buchanan
Work Order: 0010454
Time Submitted: 1/31/2020 4:10:00PM
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Volatile Organic Compounds by GC/MS - Quality Control
Batch P0B0096 - SM6200 B
LCS (P0B0096-BS1)Prepared & Analyzed: 02/06/20
Vinyl chloride ug/L23.8 0.50 20.00 60-140119
Xylenes, total ug/L65.2 1.5 60.00 70-130109
ug/L 50.00 70-130Surrogate: 4-Bromofluorobenzene 10049.9
ug/L 50.00 70-130Surrogate: Dibromofluoromethane 10050.1
ug/L 50.00 70-130Surrogate: Toluene-d8 9346.4
Batch P0B0111 - SM6200 B
Blank (P0B0111-BLK1)Prepared & Analyzed: 02/07/20
1,1,1,2-Tetrachloroethane ug/LBRL0.50
1,1,1-Trichloroethane ug/LBRL0.50
1,1,2,2-Tetrachloroethane ug/LBRL0.50
1,1,2-Trichloroethane ug/LBRL0.50
1,1-Dichloroethane ug/LBRL0.50
1,1-Dichloroethylene ug/LBRL0.50
1,1-Dichloropropylene ug/LBRL0.50
1,2,3-Trichlorobenzene ug/LBRL0.50
1,2,3-Trichloropropane ug/LBRL0.50
1,2,4-Trichlorobenzene ug/LBRL0.50
1,2,4-Trimethylbenzene ug/LBRL0.50
1,2-Dibromo-3-chloropropane ug/LBRL2.0
1,2-Dibromoethane ug/LBRL0.50
1,2-Dichlorobenzene ug/LBRL0.50
1,2-Dichloroethane ug/LBRL0.50
1,2-Dichloropropane ug/LBRL0.50
1,3,5-Trimethylbenzene ug/LBRL0.50
1,3-Dichlorobenzene ug/LBRL0.50
1,3-Dichloropropane ug/LBRL0.50
1,4-Dichlorobenzene ug/LBRL0.50
2,2-Dichloropropane ug/LBRL2.0
2-Chlorotoluene ug/LBRL0.50
4-Chlorotoluene ug/LBRL0.50
4-Isopropyltoluene ug/LBRL0.50
Acetone ug/LBRL10
Benzene ug/LBRL0.50
Bromobenzene ug/LBRL0.50
Bromochloromethane ug/LBRL0.50
Bromodichloromethane ug/LBRL0.50
Bromoform ug/LBRL0.50
Bromomethane ug/LBRL1.0
Carbon Tetrachloride ug/LBRL0.50
Chlorobenzene ug/LBRL0.50
Chloroethane ug/LBRL0.50
Chloroform ug/LBRL0.50
Chloromethane ug/LBRL0.50
cis-1,2-Dichloroethylene ug/LBRL0.50
cis-1,3-Dichloropropylene ug/LBRL0.50
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
2/12/20
Level II QC Report
115 Mackenan Dr. BUILDING 117 Project No: 02170214.07
Project: St. Delight Baptist ChurchWithers & Ravenel
Cary, NC 27511
Attn: Kevin Buchanan
Work Order: 0010454
Time Submitted: 1/31/2020 4:10:00PM
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Volatile Organic Compounds by GC/MS - Quality Control
Batch P0B0111 - SM6200 B
Blank (P0B0111-BLK1)Prepared & Analyzed: 02/07/20
Dibromochloromethane ug/LBRL0.50
Dibromomethane ug/LBRL0.50
Dichlorodifluoromethane ug/LBRL1.0
Ethanol ug/LBRL200
Ethylbenzene ug/LBRL0.50
Hexachlorobutadiene ug/LBRL2.0
Isopropyl Ether ug/LBRL0.50
Isopropylbenzene (Cumene)ug/LBRL0.50
m,p-Xylenes ug/LBRL1.0
Methyl Butyl Ketone (2-Hexanone)ug/LBRL1.0
Methyl Ethyl Ketone (2-Butanone)ug/LBRL5.0
Methyl Isobutyl Ketone ug/LBRL1.0
Methylene Chloride ug/LBRL2.0
Methyl-tert-Butyl Ether ug/LBRL1.0
Naphthalene ug/LBRL1.0
n-Butylbenzene ug/LBRL0.50
n-Propylbenzene ug/LBRL0.50
o-Xylene ug/LBRL0.50
sec-Butylbenzene ug/LBRL0.50
Styrene ug/LBRL0.50
tert-Butylbenzene ug/LBRL0.50
Tetrachloroethylene ug/LBRL0.50
Toluene ug/LBRL0.50
trans-1,2-Dichloroethylene ug/LBRL0.50
trans-1,3-Dichloropropylene ug/LBRL0.50
Trichloroethylene ug/LBRL0.50
Trichlorofluoromethane ug/LBRL0.50
Vinyl acetate ug/LBRL5.0
Vinyl chloride ug/LBRL0.50
Xylenes, total ug/LBRL1.5
ug/L 50.00 70-130Surrogate: 4-Bromofluorobenzene 10150.7
ug/L 50.00 70-130Surrogate: Dibromofluoromethane 9748.4
ug/L 50.00 70-130Surrogate: Toluene-d8 9648.2
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
2/12/20
Level II QC Report
115 Mackenan Dr. BUILDING 117 Project No: 02170214.07
Project: St. Delight Baptist ChurchWithers & Ravenel
Cary, NC 27511
Attn: Kevin Buchanan
Work Order: 0010454
Time Submitted: 1/31/2020 4:10:00PM
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Volatile Organic Compounds by GC/MS - Quality Control
Batch P0B0111 - SM6200 B
LCS (P0B0111-BS1)Prepared & Analyzed: 02/07/20
1,1,1,2-Tetrachloroethane ug/L23.9 0.50 20.00 70-130120
1,1,1-Trichloroethane ug/L22.3 0.50 20.00 70-130112
1,1,2,2-Tetrachloroethane ug/L21.6 0.50 20.00 70-130108
1,1,2-Trichloroethane ug/L21.8 0.50 20.00 70-130109
1,1-Dichloroethane ug/L22.4 0.50 20.00 70-130112
1,1-Dichloroethylene ug/L21.7 0.50 20.00 70-130108
1,1-Dichloropropylene ug/L21.9 0.50 20.00 70-130110
1,2,3-Trichlorobenzene ug/L24.5 0.50 20.00 70-130122
1,2,3-Trichloropropane ug/L21.6 0.50 20.00 70-130108
1,2,4-Trichlorobenzene ug/L22.9 0.50 20.00 70-130114
1,2,4-Trimethylbenzene ug/L21.0 0.50 20.00 70-130105
1,2-Dibromo-3-chloropropane ug/L24.0 2.0 20.00 70-130120
1,2-Dibromoethane ug/L22.0 0.50 20.00 70-130110
1,2-Dichlorobenzene ug/L21.2 0.50 20.00 70-130106
1,2-Dichloroethane ug/L20.6 0.50 20.00 70-130103
1,2-Dichloropropane ug/L21.6 0.50 20.00 70-130108
1,3,5-Trimethylbenzene ug/L21.0 0.50 20.00 70-130105
1,3-Dichlorobenzene ug/L21.0 0.50 20.00 70-130105
1,3-Dichloropropane ug/L21.6 0.50 20.00 70-130108
1,4-Dichlorobenzene ug/L20.8 0.50 20.00 70-130104
2,2-Dichloropropane ug/L23.8 2.0 20.00 70-130119
2-Chlorotoluene ug/L20.8 0.50 20.00 70-130104
4-Chlorotoluene ug/L21.2 0.50 20.00 70-130106
4-Isopropyltoluene ug/L21.3 0.50 20.00 70-130107
Acetone ug/L30.9 10 40.00 40-16077
Benzene ug/L21.7 0.50 20.00 70-130108
Bromobenzene ug/L21.6 0.50 20.00 70-130108
Bromochloromethane ug/L23.2 0.50 20.00 70-130116
Bromodichloromethane ug/L22.2 0.50 20.00 70-130111
Bromoform ug/L21.1 0.50 20.00 70-130105
Bromomethane ug/L23.2 1.0 20.00 60-140116
Carbon Tetrachloride ug/L23.6 0.50 20.00 70-130118
Chlorobenzene ug/L21.1 0.50 20.00 70-130106
Chloroethane ug/L16.3 0.50 20.00 60-14081
Chloroform ug/L22.1 0.50 20.00 70-130110
Chloromethane ug/L18.6 0.50 20.00 60-14093
cis-1,2-Dichloroethylene ug/L21.0 0.50 20.00 70-130105
cis-1,3-Dichloropropylene ug/L21.9 0.50 20.00 70-130110
Dibromochloromethane ug/L23.0 0.50 20.00 70-130115
Dibromomethane ug/L22.0 0.50 20.00 70-130110
Dichlorodifluoromethane ug/L18.8 1.0 20.00 60-14094
Ethanol ug/L639 200 500.0 60-140128
Ethylbenzene ug/L21.5 0.50 20.00 70-130107
Hexachlorobutadiene ug/L23.1 2.0 20.00 70-130116
Isopropyl Ether ug/L21.8 0.50 20.00 70-130109
Isopropylbenzene (Cumene)ug/L21.3 0.50 20.00 70-130106
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
2/12/20
Level II QC Report
115 Mackenan Dr. BUILDING 117 Project No: 02170214.07
Project: St. Delight Baptist ChurchWithers & Ravenel
Cary, NC 27511
Attn: Kevin Buchanan
Work Order: 0010454
Time Submitted: 1/31/2020 4:10:00PM
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Volatile Organic Compounds by GC/MS - Quality Control
Batch P0B0111 - SM6200 B
LCS (P0B0111-BS1)Prepared & Analyzed: 02/07/20
m,p-Xylenes ug/L43.8 1.0 40.00 70-130109
Methyl Butyl Ketone (2-Hexanone)ug/L22.2 1.0 20.00 60-140111
Methyl Ethyl Ketone (2-Butanone)ug/L18.6 5.0 20.00 60-14093
Methyl Isobutyl Ketone ug/L23.1 1.0 20.00 60-140115
Methylene Chloride ug/L21.6 2.0 20.00 70-130108
Methyl-tert-Butyl Ether ug/L21.3 1.0 20.00 70-130107
Naphthalene ug/L22.0 1.0 20.00 70-130110
n-Butylbenzene ug/L21.0 0.50 20.00 70-130105
n-Propylbenzene ug/L21.1 0.50 20.00 70-130106
o-Xylene ug/L21.4 0.50 20.00 70-130107
sec-Butylbenzene ug/L21.3 0.50 20.00 70-130107
Styrene ug/L21.7 0.50 20.00 70-130109
tert-Butylbenzene ug/L21.2 0.50 20.00 70-130106
Tetrachloroethylene ug/L21.8 0.50 20.00 70-130109
Toluene ug/L21.6 0.50 20.00 70-130108
trans-1,2-Dichloroethylene ug/L21.3 0.50 20.00 70-130106
trans-1,3-Dichloropropylene ug/L22.6 0.50 20.00 70-130113
Trichloroethylene ug/L21.0 0.50 20.00 70-130105
Trichlorofluoromethane ug/L22.6 0.50 20.00 60-140113
Vinyl acetate ug/L24.5 5.0 20.00 60-140123
Vinyl chloride ug/L21.2 0.50 20.00 60-140106
Xylenes, total ug/L65.2 1.5 60.00 70-130109
ug/L 50.00 70-130Surrogate: 4-Bromofluorobenzene 10049.8
ug/L 50.00 70-130Surrogate: Dibromofluoromethane 9748.5
ug/L 50.00 70-130Surrogate: Toluene-d8 9748.6
Matrix Spike (P0B0111-MS1)Prepared & Analyzed: 02/07/20 Source: 0010454-04
1,1,1,2-Tetrachloroethane ug/L2265.0 200.0 BRL 70-130113
1,1,1-Trichloroethane ug/L2215.0 200.0 BRL 70-130110
1,1,2,2-Tetrachloroethane ug/L2115.0 200.0 BRL 70-130105
1,1,2-Trichloroethane ug/L2185.0 200.0 BRL 70-130109
1,1-Dichloroethane ug/L2225.0 200.0 BRL 70-130111
1,1-Dichloroethylene ug/L2185.0 200.0 BRL 70-130109
1,1-Dichloropropylene ug/L2215.0 200.0 BRL 70-130110
1,2,3-Trichlorobenzene ug/L2325.0 200.0 BRL 70-130116
1,2,3-Trichloropropane ug/L2065.0 200.0 BRL 70-130103
1,2,4-Trichlorobenzene ug/L2245.0 200.0 BRL 70-130112
1,2,4-Trimethylbenzene ug/L8265.0 200.0 665 70-13080
1,2-Dibromo-3-chloropropane ug/L21820 200.0 BRL 70-130109
1,2-Dibromoethane ug/L2125.0 200.0 BRL 70-130106
1,2-Dichlorobenzene ug/L2015.0 200.0 BRL 70-130101
1,2-Dichloroethane ug/L2025.0 200.0 BRL 70-130101
1,2-Dichloropropane ug/L2165.0 200.0 BRL 70-130108
1,3,5-Trimethylbenzene ug/L3435.0 200.0 150 70-13096
1,3-Dichlorobenzene ug/L2025.0 200.0 BRL 70-130101
1,3-Dichloropropane ug/L2105.0 200.0 BRL 70-130105
1,4-Dichlorobenzene ug/L1985.0 200.0 BRL 70-13099
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
2/12/20
Level II QC Report
115 Mackenan Dr. BUILDING 117 Project No: 02170214.07
Project: St. Delight Baptist ChurchWithers & Ravenel
Cary, NC 27511
Attn: Kevin Buchanan
Work Order: 0010454
Time Submitted: 1/31/2020 4:10:00PM
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Volatile Organic Compounds by GC/MS - Quality Control
Batch P0B0111 - SM6200 B
Matrix Spike (P0B0111-MS1)Prepared & Analyzed: 02/07/20 Source: 0010454-04
2,2-Dichloropropane ug/L21320 200.0 BRL 70-130106
2-Chlorotoluene ug/L2155.0 200.0 BRL 70-130108
4-Chlorotoluene ug/L2015.0 200.0 BRL 70-130101
4-Isopropyltoluene ug/L2265.0 200.0 4.50 70-130111
Acetone ug/L270 100 400.0 25.6 40-16061
Benzene ug/L2185.0 200.0 5.70 70-130106
Bromobenzene ug/L2155.0 200.0 BRL 70-130108
Bromochloromethane ug/L2245.0 200.0 BRL 70-130112
Bromodichloromethane ug/L2125.0 200.0 BRL 70-130106
Bromoform ug/L1915.0 200.0 BRL 70-13095
Bromomethane ug/L23010 200.0 BRL 60-140115
Carbon Tetrachloride ug/L2235.0 200.0 BRL 70-130111
Chlorobenzene ug/L2065.0 200.0 BRL 70-130103
Chloroethane ug/L1655.0 200.0 BRL 60-14083
Chloroform ug/L2215.0 200.0 BRL 70-130110
Chloromethane ug/L1955.0 200.0 BRL 60-14098
cis-1,2-Dichloroethylene ug/L2095.0 200.0 BRL 70-130105
cis-1,3-Dichloropropylene ug/L2125.0 200.0 BRL 70-130106
Dibromochloromethane ug/L2095.0 200.0 BRL 70-130104
Dibromomethane ug/L2175.0 200.0 BRL 70-130108
Dichlorodifluoromethane ug/L18610 200.0 BRL 60-14093
Ethanol ug/L6060 2000 5000 BRL 60-140121
Ethylbenzene ug/L5165.0 200.0 333 70-13091
Hexachlorobutadiene ug/L21420 200.0 BRL 70-130107
Isopropyl Ether ug/L2175.0 200.0 BRL 70-130109
Isopropylbenzene (Cumene)ug/L2415.0 200.0 36.0 70-130102
m,p-Xylenes ug/L1040 10 400.0 673 70-13092
Methyl Butyl Ketone (2-Hexanone)ug/L21210 200.0 BRL 60-140106
Methyl Ethyl Ketone (2-Butanone)ug/L20250 200.0 BRL 60-140101
Methyl Isobutyl Ketone ug/L22710 200.0 BRL 60-140114
Methylene Chloride ug/L21620 200.0 BRL 70-130108
Methyl-tert-Butyl Ether ug/L21010 200.0 BRL 70-130105
Naphthalene ug/L38210 200.0 165 70-130109
n-Butylbenzene ug/L2285.0 200.0 11.8 70-130108
n-Propylbenzene ug/L2845.0 200.0 89.8 70-13097
o-Xylene ug/L2955.0 200.0 87.6 70-130104
sec-Butylbenzene ug/L2105.0 200.0 8.10 70-130101
Styrene ug/L2165.0 200.0 BRL 70-130108
tert-Butylbenzene ug/L2045.0 200.0 BRL 70-130102
Tetrachloroethylene ug/L2115.0 200.0 BRL 70-130106
Toluene ug/L2745.0 200.0 68.5 70-130103
trans-1,2-Dichloroethylene ug/L2125.0 200.0 BRL 70-130106
trans-1,3-Dichloropropylene ug/L2145.0 200.0 BRL 70-130107
Trichloroethylene ug/L2025.0 200.0 BRL 70-130101
Trichlorofluoromethane ug/L2325.0 200.0 BRL 60-140116
Vinyl acetate ug/L26650 200.0 BRL 60-140133
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
2/12/20
Level II QC Report
115 Mackenan Dr. BUILDING 117 Project No: 02170214.07
Project: St. Delight Baptist ChurchWithers & Ravenel
Cary, NC 27511
Attn: Kevin Buchanan
Work Order: 0010454
Time Submitted: 1/31/2020 4:10:00PM
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Volatile Organic Compounds by GC/MS - Quality Control
Batch P0B0111 - SM6200 B
Matrix Spike (P0B0111-MS1)Prepared & Analyzed: 02/07/20 Source: 0010454-04
Vinyl chloride ug/L2145.0 200.0 BRL 60-140107
Xylenes, total ug/L1340 15 600.0 760 70-13096
ug/L 50.00 70-130Surrogate: 4-Bromofluorobenzene 9849.2
ug/L 50.00 70-130Surrogate: Dibromofluoromethane 9748.5
ug/L 50.00 70-130Surrogate: Toluene-d8 9648.2
Matrix Spike Dup (P0B0111-MSD1)Prepared & Analyzed: 02/07/20 Source: 0010454-04
1,1,1,2-Tetrachloroethane ug/L2205.0 200.0 BRL 2070-130110 3
1,1,1-Trichloroethane ug/L2105.0 200.0 BRL 2070-130105 5
1,1,2,2-Tetrachloroethane ug/L2035.0 200.0 BRL 2070-130102 4
1,1,2-Trichloroethane ug/L2095.0 200.0 BRL 2070-130104 4
1,1-Dichloroethane ug/L2145.0 200.0 BRL 2070-130107 4
1,1-Dichloroethylene ug/L2055.0 200.0 BRL 2070-130103 6
1,1-Dichloropropylene ug/L2095.0 200.0 BRL 2070-130104 6
1,2,3-Trichlorobenzene ug/L2265.0 200.0 BRL 2070-130113 2
1,2,3-Trichloropropane ug/L2035.0 200.0 BRL 2070-130102 2
1,2,4-Trichlorobenzene ug/L2185.0 200.0 BRL 2070-130109 3
1,2,4-Trimethylbenzene ug/L8005.0 200.0 665 20 M70-13068 3
1,2-Dibromo-3-chloropropane ug/L22020 200.0 BRL 2070-130110 0.9
1,2-Dibromoethane ug/L2085.0 200.0 BRL 2070-130104 2
1,2-Dichlorobenzene ug/L1965.0 200.0 BRL 2070-13098 3
1,2-Dichloroethane ug/L2005.0 200.0 BRL 2070-130100 1
1,2-Dichloropropane ug/L2105.0 200.0 BRL 2070-130105 3
1,3,5-Trimethylbenzene ug/L3285.0 200.0 150 2070-13089 5
1,3-Dichlorobenzene ug/L1945.0 200.0 BRL 2070-13097 4
1,3-Dichloropropane ug/L2055.0 200.0 BRL 2070-130102 3
1,4-Dichlorobenzene ug/L1925.0 200.0 BRL 2070-13096 3
2,2-Dichloropropane ug/L20220 200.0 BRL 2070-130101 5
2-Chlorotoluene ug/L2075.0 200.0 BRL 2070-130103 4
4-Chlorotoluene ug/L1945.0 200.0 BRL 2070-13097 4
4-Isopropyltoluene ug/L2175.0 200.0 4.50 2070-130106 4
Acetone ug/L253 100 400.0 25.6 2040-16057 6
Benzene ug/L2095.0 200.0 5.70 2070-130101 4
Bromobenzene ug/L2095.0 200.0 BRL 2070-130104 3
Bromochloromethane ug/L2185.0 200.0 BRL 2070-130109 3
Bromodichloromethane ug/L2095.0 200.0 BRL 2070-130105 1
Bromoform ug/L1925.0 200.0 BRL 2070-13096 0.5
Bromomethane ug/L23610 200.0 BRL 2060-140118 2
Carbon Tetrachloride ug/L2135.0 200.0 BRL 2070-130106 4
Chlorobenzene ug/L1975.0 200.0 BRL 2070-13098 5
Chloroethane ug/L1725.0 200.0 BRL 2060-14086 4
Chloroform ug/L2145.0 200.0 BRL 2070-130107 3
Chloromethane ug/L1855.0 200.0 BRL 2060-14092 6
cis-1,2-Dichloroethylene ug/L2035.0 200.0 BRL 2070-130102 3
cis-1,3-Dichloropropylene ug/L2065.0 200.0 BRL 2070-130103 3
Dibromochloromethane ug/L2105.0 200.0 BRL 2070-130105 0.9
Dibromomethane ug/L2075.0 200.0 BRL 2070-130104 5
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
2/12/20
Level II QC Report
115 Mackenan Dr. BUILDING 117 Project No: 02170214.07
Project: St. Delight Baptist ChurchWithers & Ravenel
Cary, NC 27511
Attn: Kevin Buchanan
Work Order: 0010454
Time Submitted: 1/31/2020 4:10:00PM
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Volatile Organic Compounds by GC/MS - Quality Control
Batch P0B0111 - SM6200 B
Matrix Spike Dup (P0B0111-MSD1)Prepared & Analyzed: 02/07/20 Source: 0010454-04
Dichlorodifluoromethane ug/L17410 200.0 BRL 2060-14087 7
Ethanol ug/L5840 2000 5000 BRL 2060-140117 4
Ethylbenzene ug/L4935.0 200.0 333 2070-13080 5
Hexachlorobutadiene ug/L20220 200.0 BRL 2070-130101 5
Isopropyl Ether ug/L2105.0 200.0 BRL 2070-130105 4
Isopropylbenzene (Cumene)ug/L2305.0 200.0 36.0 2070-13097 4
m,p-Xylenes ug/L1000 10 400.0 673 2070-13082 4
Methyl Butyl Ketone (2-Hexanone)ug/L20610 200.0 BRL 2060-140103 3
Methyl Ethyl Ketone (2-Butanone)ug/L19250 200.0 BRL 2060-14096 5
Methyl Isobutyl Ketone ug/L21610 200.0 BRL 2060-140108 5
Methylene Chloride ug/L21020 200.0 BRL 2070-130105 3
Methyl-tert-Butyl Ether ug/L20610 200.0 BRL 2070-130103 2
Naphthalene ug/L38210 200.0 165 2070-130109 0
n-Butylbenzene ug/L2185.0 200.0 11.8 2170-130103 4
n-Propylbenzene ug/L2735.0 200.0 89.8 1870-13092 4
o-Xylene ug/L2845.0 200.0 87.6 2070-13098 4
sec-Butylbenzene ug/L2005.0 200.0 8.10 2070-13096 5
Styrene ug/L2075.0 200.0 BRL 2070-130104 4
tert-Butylbenzene ug/L1955.0 200.0 BRL 2070-13098 4
Tetrachloroethylene ug/L2025.0 200.0 BRL 2070-130101 4
Toluene ug/L2645.0 200.0 68.5 2070-13098 4
trans-1,2-Dichloroethylene ug/L2025.0 200.0 BRL 2070-130101 5
trans-1,3-Dichloropropylene ug/L2155.0 200.0 BRL 2070-130108 0.7
Trichloroethylene ug/L1965.0 200.0 BRL 2070-13098 3
Trichlorofluoromethane ug/L2235.0 200.0 BRL 2060-140112 4
Vinyl acetate ug/L25950 200.0 BRL 2060-140129 3
Vinyl chloride ug/L2075.0 200.0 BRL 2060-140104 3
Xylenes, total ug/L1290 15 600.0 760 2070-13088 4
ug/L 50.00 70-130Surrogate: 4-Bromofluorobenzene 10049.8
ug/L 50.00 70-130Surrogate: Dibromofluoromethane 9748.5
ug/L 50.00 70-130Surrogate: Toluene-d8 9748.4
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Sample Extraction Data
Prep Method: SM6200 B
Lab Number Batch Date/TimeInitialFinal
P0B00960010454-01 02/06/20 8:0010 10mL mL
P0B00960010454-02 02/06/20 8:0010 10mL mL
P0B01110010454-03 02/07/20 9:2310 10mL mL
P0B01110010454-04 02/07/20 9:2310 10mL mL
P0B00960010454-05 02/06/20 8:0010 10mL mL
P0B00960010454-06 02/06/20 8:0010 10mL mL
P0B01110010454-07 02/07/20 9:2310 10mL mL
P0B01110010454-08 02/07/20 9:2310 10mL mL
P0B01110010454-09 02/07/20 9:2310 10mL mL
P0B01110010454-10 02/07/20 9:2310 10mL mL
P0B01110010454-11 02/07/20 9:2310 10mL mL
P0B01110010454-12 02/07/20 9:2310 10mL mL
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]

APPENDIX B 

COPY OF FIELD NOTES 

APPENDIX C 

PHOTOGRAPHIC DOCUMENTATION 

 Photo 1 
MW‐1 

 Photo 2 
MW‐2R 

 Photo 3 
MW‐3R 

 Photo 4 
MW‐4 

 Photo 5 
MW‐5 (Foreground) 

 Photo 6 
Location of MW‐6R (Beneath Debris) 

 Photo 7 
MW‐7 

 Photo 8 
WSW‐2 

 Photo 9 
WSW‐4 

 Photo 10 
WSW‐6 and Sampling Location 

  Photo 11 Photo 12 WSW‐5 Filter House WSW‐5 POE System & Sampling Points  

APPENDIX D 

GENERAL STANDARD OPERATING PROCEDURES 

Generalized Standard Operating Procedures (Not All Inclusive)

WithersRavenel

Our People. Your Success.

Soil Sampling, Soil Boring and Monitor Well Installation, Well Development

Soil borings are installed utilizing a stainless-steel hand auger, direct-push hydraulic drill or auger rotary
drill using either a macro core™ sampler, hollow stem augers, or air rotary roller cone bit. Soil borings are
typically sampled at discrete intervals from the bucket of a clean stainless steel hand auger, direct push
stainless steel sampler with acetate sleeve, or a split barrel sampler. When appropriate, soil samples may
be collected from drill cuttings associated with the boring or well installation.

Monitor wells are constructed within select soil borings of one, two, or four-inch inside diameter PVC
casing and machine slotted screen in accordance with NCAC Title 15A, Subchapter 02C (Well
Construction Standards, Criteria and Standards Applicable to Water Supply and Certain Other Wells).
Clean-washed “#2 Torpedo Sand” is typically utilized to fill the boring annulus surrounding the well
screen, extending to a minimum of 1-foot above the well screen. A minimum 1-foot thick bentonite clay
seal is emplaced above the sand pack and hydrated. Neat cement grout is placed in the remaining annulus
space from the upper portion of the bentonite seal to within 1-foot of surface grade. In coastal plain areas
where shallow groundwater is encountered, a variance to construction standards may be employed to
ensure the upper portion of the well screen intersects the upper aquifer surface. Wellheads may be
completed with either concrete-set flush mounted traffic-bearing steel skirted manholes with bolt down
covers or steel above-ground “stick-up” well protectors set in a concrete pad. The monitoring wells are
secured with locking caps. Temporary wells or piezometers may be completed with the PVC riser cut at
or above grade, and are abandoned within 24-hours of their installation.

Wells may be developed using a bailer, electric submersible pump, pneumatic pump, or peristaltic pump,
dependent upon site conditions. When wells are developed by the driller, they may be developed with
any of the methods outlined above, in addition to air or water injection. Soil boring logs and well
construction details are typically prepared for presentation in a report appendix. Borings completed in
bedrock may be drilled using air rotary, coring, or sonic drilling methods.

Groundwater Depth to Water Measurements

Groundwater level measurements are typically obtained using an electronic water level indicator which
registers a tone and/or illuminated light when the probe contacts groundwater. Depth to groundwater
measurements are obtained by lowering the probe attached to a cable usually marked in 0.01 foot
intervals into the well until the probe of the meter intersects the water surface. The measurement from
the top of the riser pipe or top of casing (TOC) to the water level is recorded to the nearest 0.01 foot. The
electronic water level indicator probe and exposed probe cable is decontaminated between measurement
locations.

Generalized Standard Operating Procedures (Not All Inclusive)

WithersRavenel

Our People. Your Success.

Free Product Level Measurements

Light Non-Aqueous Phase Liquid (LNAPL) or “free product” present on the water table is measured using
an electronic oil/water interface probe. The interface probe has both an audible and illuminating light
that indicate when a liquid level is encountered. The oil/water interface probe registers a solid tone and
solidly lit light when LNAPL petroleum product is encountered and a beeping tone flashing light when
groundwater is encountered. Depth to LNAPL measurements are obtained by lowering the probe
attached to a cable marked in 0.01 foot intervals into the well until the probe of the meter intersects the
product or groundwater. The measurements from the top of the riser pipe or TOC to the liquid level are
recorded to the nearest 0.01 foot. The thickness of LNAPL is calculated by subtracting the depth to
LNAPL measurement from the depth to groundwater measurement. The electronic interface probe is
decontaminated between measurement locations.

Soil Sampling and Field Screening

Soil sampling is performed in general accordance with ASTM: 1586-84 where applicable. Sampling
procedures are followed to protect the chemical integrity of the soil samples and minimize the potential
for cross contamination between sample locations, including discarding of the exterior of the sample
which contacts the auger bucket, acetate sleeve, or split barrel sampler, the use of stainless steel sampling
equipment, and the thorough decontamination of sampling apparatus prior to use and between sample
locations.

Soil samples retained as a part of excavation or other intrusive “digging” activities may be collected from
the bucket of excavation equipment or using a hand shovel, if appropriate. Care to collect soil samples
from excavation equipment includes retrieving native soil from material that has not made contact with
the excavating equipment. Samples are collected in sealable bags or by directly filling sample containers
as described above.

Sampling is performed using new, disposable nitrile gloves for each sample location to ensure sample
integrity and minimize the potential for cross contamination or field personnel exposure to contaminants.
Sampling equipment such as hand auger extensions and buckets, direct push samplers, split spoons or
shovels, are decontaminated prior to their use in the collection of samples.

Samples are placed within laboratory grade sample containers provided by the laboratory to which the
samples are submitted, labeled, sealed, and placed in an ice filled cooler. An aliquot of the sample is
typically placed in a clean sealable bag and allowed to reach ambient air temperature for future screening
of volatile vapor content with a photoionization detector (PID), flame-ionization detector (FID) or other
portable screening device.

Screening of samples with a PID, FID or other field screening device is performed in accordance with
device manufacturer specifications for screening, following calibration of the instrument based on
manufacturer recommended procedures.

Generalized Standard Operating Procedures (Not All Inclusive)

WithersRavenel

Our People. Your Success.

Groundwater Sampling

Groundwater samples are generally collected using one of three standard methods – through the use of a
dedicated, disposable bailer, a peristaltic pump or submersible electric pump.

When sampling with a bailer, a minimum of three well volumes of groundwater are extracted from the
well as a means of purging, unless the well is purged to a “dry” state prior to the removal of three volumes
of water. Prior to collection of the groundwater sample with the bailer, the water level is allowed to
recover to within 80% of the original level measured prior to purging.

When sampling with a peristaltic or submersible electric pump, polyethylene (PE) tubing (or equivalent) is
emplaced into the screened section of the monitoring well, and the pump is used to extract water through
the tubing. When using the either of these methods, general water quality measurements including but
not limited to pH, temperature, dissolved oxygen (DO), oxygen reductive potential (ORP), specific
conductivity and turbidity may be used as methods for determining when an adequate purge of the well
has been conducted. When water quality parameters are measured, the resulting data are included in
well purge forms or field notes specific to each site and sampling point.

Following the purging of three well volumes of groundwater (in the case of the bailed well) or stability of
monitored measurements (in the case of the peristaltic or submersible electric pump), the groundwater
sample(s) are introduced directly into sample containers provided by the laboratory to which samples are
ultimately submitted for analysis. Any samples requiring chemical preservation are contained in pre-
preserved container(s) provided by the laboratory.

Sampling is performed using new, disposable nitrile gloves for each sample location to ensure sample
integrity and minimize the potential for cross contamination of samples or field personnel exposure to
contaminants.

Water Supply Well Sampling

Sampling of water supply wells is accomplished through the collection of a representative sample from an
in-line water tap or other point accessible for sampling. Where possible, the sample is collected from a
point prior to any filtration or point of entry (POE) system which might be installed on a well. In some
cases, samples will be collected from both pre and post-POE locations. Prior to the collection of samples
through an in-place sampling point, the tap or sampling port is cleaned with an Alconox® and deionized
water solution, rinsed with deionized water, and again with an isopropyl alcohol (IPA) rinse.

In the case of active supply wells (e.g., a well with a useable well pump with an active power supply), the
well pump is energized and allowed to run for a minimum of ten (10) minutes time, after which a sample is
contained in laboratory grade sample containers as described in the previous section. Water quality
parameters may be (but are not necessarily) measured in association with the well purging.

Supply wells without active power supplies are not generally sampled, as the well seal cannot be
compromised by individuals not certified as a well contractor. However, in the case of a well with no
power supply or pump installed, samples could be obtained through the use of a bailer, peristaltic pump or
electric submersible pump.
Generalized Standard Operating Procedures (Not All Inclusive)

WithersRavenel

Our People. Your Success.

Decontamination Procedures

Decontamination procedures employed in the performance of field activities will vary dependent upon
the method(s) of sampling performed at any site, but will generally include the following:

• Remove excess soil/sludge from any sampling equipment as needed,
• Wash and scrub the equipment with a phosphate-free detergent such as Alconox® or Liquinox® in a
contaminant-free tap water solution. Use a brush to remove particulate matter and surface films as
necessary,
• Rinse thoroughly with tap water,
• Rinse thoroughly with analyte-free water (deionized water),
 Rinse thoroughly with isopropyl alcohol,
• Allow the equipment to air dry,
• Prevent inadvertent contamination during storage and transport (accomplished through storage of
equipment in foil or plastic bags/sheeting).

In the case of disposable bailers and tubing utilized for the purging and sampling of wells, these items may
be decontaminated prior to their disposal. In general, no decontamination of these items is necessary
prior to their use in sampling.