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ONE Environmental Group of Carolina, PLLC
223 S. Wilmington Street, Suite 200‐D, Raleigh, NC 27601
June 22, 2016
Mr. Randy Bates
Terwilliger Pappas
Raleigh City Partner
510 Glenwood Avenue, Suite 317
Raleigh, North Carolina 27603
RE: Results of Limited Phase II Environmental Site Assessment
1001 West Main Street
Parcels 103162, 103163, 103164, 103177, 103178, 103179, and 103180
Durham, North Carolina
Dear Mr. Bates,
ONE Environmental Group of Carolina, PLLC (ONE) appreciates the opportunity to submit
this Limited Phase II Investigation Letter Report for the above referenced Property. The
following scope of work was completed in accordance with the signed proposal dated June
3, 2016. The “Property” consists of 1.45 acres encompassed in Parcels 103162, 103163,
103164, 103177, 103178, 103179, and 103180. A summary of the investigation is
presented below.
Project Background
A Phase I ESA was completed in May 2016 at the Property. The Phase I reported three (3)
Recognized Environmental Conditions (RECs) in connection with the Property:
One (1) closed‐in‐place heating oil UST was identified on the south side of the
chapel. According to the Property owner, the tank was drained and capped 35 years
ago when the heating system at the Property was converted to natural gas. No
confirmation sampling or analytical data was collected when the UST was closed
and it is unknown if a release may have occurred at the tank. The Property owner
was also unsure of the installation date of the UST. Based on the age and lack of
closure records for the UST, the closed‐in‐place heating oil UST behind the chapel is
considered a REC for the Property.
Claude M. May, Inc. at 1101 West Main Street is mapped approximately 401‐feet to
the north‐northwest and cross‐gradient of the Property (on the adjacent property to
the west). Soil and groundwater contamination were identified during the removal
of a 2,000‐gallon heating oil tank in July 1995. During the tank removal,
approximately 58 tons of contaminated soil were removed and disposed of. A Soil
Cleanup Report with Site Closure Request was drafted in September 1998. This
report indicates that groundwater flow direction is “generally in the easterly
Mr. Randy Bates
June 22, 2016
Page 2 of 8
ONE Environmental Group of Carolina, PLLC
223 S. Wilmington Street, Suite 200‐D, Raleigh, NC 27601
direction” at the site (towards the Property). A Notice of No Further Action (NFA)
was issued in November 1998 stating the site “does not exceed
industrial/commercial maximum soil contaminant concentrations established”.
This NFA was conditional pending a completion of public notice and stated that as
soil and groundwater impacts remained, the site was not suitable for residential use
including homes, daycares, schools, recreation areas, etc. In July 2012 NCDENR
(now DEQ) stated a Notice of Residual Petroleum (NORP) must be filed with the
Register of Deeds as the release had not been remediated to below “unrestricted use
standards”. The previous owner failed to complete the NFA requirements and to
perform requested follow‐up sampling; therefore, the November 1998 NFA was
deemed invalid. In June 2015 a Phase II Subsurface Investigation occurred at the
site. Based on soil sampling data, it was determined that the soil excavation
performed during the UST removal was successful in removing impacted soil from
the site. Based on groundwater sampling data, contaminant concentrations in two
(2) monitoring wells had decreased through assumed natural attenuation since
1996 and no analytes exceeding the UST Gross Contaminant Levels (GCLs) were
detected; however, analytes were detected above NC 2L standards. A NFA letter
was issued for the site on July 24, 2015. Based on the closure of the site with
residual petroleum, direction of groundwater flow, and close proximity to the
Property, this site is considered a REC for the Property.
The following incidents are associated with the service station at 1016 West Main
Street:
o Tops #12/Brame Specialty/Tops Texaco Mart #12 at 1016 West Main Street
is mapped approximately 390‐feet to the northeast and cross‐gradient of the
Property. In February 1988, hydrocarbons were detected in a monitoring
well at the Tops Texaco and the site was assigned incident number 3561. In
March 1992, one (1) 8,000‐gallon gasoline UST, two (2) 10,000‐gallon
gasoline USTs, one (1) 2,000‐gallon diesel USTs and four (4) orphan USTs
were removed from the site. Soil contamination was detected and excavated
soil (approximately 2,000 tons) was disposed offsite. Concurrent with the
UST removal, hydrocarbon odors were noticed in the basement of the
adjacent Brame Building at 1010 West Main Street and assigned incident
number 7139. The gasoline contamination at the Brame Building was
assumed to be from the Tops site and the incidents were consolidated into
one (1) incident number (3561). A recovery well was installed in 1989 and a
groundwater remediation system using diffused air was initiated. The
groundwater remediation system was ongoing until at least 1998. In
November 1995, a Corrective Action Plan was drafted for the site and
Mr. Randy Bates
June 22, 2016
Page 3 of 8
ONE Environmental Group of Carolina, PLLC
223 S. Wilmington Street, Suite 200‐D, Raleigh, NC 27601
groundwater flow was expected to migrate towards the southeast (towards
the Property). In May 1998, the site was assigned a “low‐risk” value and
based on the cleanup standards for low‐risk sites, no further groundwater
remediation was necessary. In 1998, the Maximum Soil Contaminant
Concentration (MSCC) for TPH on commercial/industrial property was
12,264 mg/kg. The highest TPH concentration detected at the site was 660
mg/kg. On August 31, 1998 the site received a Notice of No Further Action
and the groundwater at the site was deemed not suitable for use as a water
supply or for residential use (homes, day cares, schools, recreations areas).
o Trinity Park Family Far 432 at 1016 West Main Street is mapped
approximately 390‐feet to the northeast and cross‐gradient of the Property.
Two (2) LUST incidents have occurred at the site; however, the first incident
was merged with incident 3561 at Tops, as discussed above. The second
LUST incident occurred during the removal of three (3) 10,000‐gallon
gasoline USTs and one (1) 2,000‐gallon diesel UST in 2008. Soil and
groundwater contamination were discovered during the removal and
impacted soils and free product were removed from the site (a total of
24,257‐gallons of impacted water and 997.1 tons of impacted soil was
removed). Two (2) monitoring wells were installed at the site and
groundwater in the vicinity was found to likely flow to the south and
southwest (the Property is to the south). A Limited Site Assessment in March
2009 found that soil at the site had no concentrations of detectable
compounds in excess of residential MSCC’s. Groundwater at the site was at
levels above the 2L Standards but below Gross Contaminant Levels. A Notice
of Residual Petroleum was filed for the site on August 21, 2009 and the site
received a Notice of No Further Action on October 5, 2009.
Based on the closure of the above incidents with residual petroleum, direction of
groundwater flow, and close proximity to the Property, this site is considered a
REC for the Property.
Although not listed as a REC in the report, the following were referenced as BERs:
During the Phase I ESA site reconnaissance ONE completed a limited visual
inspection of the interior and exterior of the buildings looking for older construction
materials and/or suspect ACM. Based on the age of the buildings, suspect ACM is
present in all buildings on the Property. No friable materials were observed;
however, if the buildings are demolished, the ACM must be identified and abated
prior to demolition. The presence of suspect ACM is considered a BER for the
Property.
Mr. Randy Bates
June 22, 2016
Page 4 of 8
ONE Environmental Group of Carolina, PLLC
223 S. Wilmington Street, Suite 200‐D, Raleigh, NC 27601
The floor drain in the car wash area has been in use since the 1960’s. There is no
oil‐water separator connected to the drain, and the drain discharges directly to the
City of Durham storm water system. Based on the length of use and potential for
impacts stemming from automotive washing this is considered a BER for the
Property.
Due to the aforementioned RECs outlined in the Phase I Report, Phase II services were
completed June 7 – June 9, 2016. The scope of work was developed to further assess the
impacts (if any) of the closed‐in‐place heating oil tank on the Property as well as potential
off‐site impacts from three (3) nearby LUST incidents. The stormwater drain connected to
the car wash area in the garage was also investigated as part of the scope of work. A
Photographic Log of the Phase II activities has been provided as Attachment A.
Please note the potential for asbestos‐containing material identified as a BER for the
Property has been addressed as part of the Phase II scope of work; however, will be
submitted to Terwilliger Pappas under separate cover.
GPR Survey
Prior to the introduction of soil borings and temporary wells, ONE contacted “Miss Utility”
to locate any subsurface utilities that may traverse the Property. In addition, ONE
completed the direct oversight of Stewart Engineering during a ground penetrating radar
(GPR) survey that encompassed the general area of the former heating oil tank, the
stormwater drain that runs parallel to the garage and the general locations of wells MW1,
MW2, and MW3. The GPR survey marked an approximately 14’ x 4.5’ area adjacent to the
chapel where the heating oil tank is located.
Soil Boring and Sampling
On June 7, 2016, ONE mobilized to the site to complete the installation of soil borings
within the general area of the heating oil tank and the stormwater drain that runs parallel
to the garage. On June 9, 2016, additional borings were installed along the northern and
western property boundaries. The locations of the borings are depicted on the Boring and
Monitoring Well Location Map, Figure 1.
Soil borings introduced within the assumed area of the heating oil tank and the stormwater
drain (SB‐1 through SB‐6) were advanced on June 7, 2016 with a Geoprobe® via direct
push technology operated by Carolina Drilling, Inc. Soil cores were collected in 4‐foot
Macro‐Core® sample tubes and classified by ONE personnel. The sample tubes were
screened using a Photo Ionization Detector MiniRAE 2000 (PID) with an 11.7 eV lamp
calibrated to isobutylene. Soil samples were collected for laboratory analysis at each
boring location in the area identified with the highest PID reading. If no impacts were
recorded via the PID, representative soil samples were collected at an interval below the
presumed location of drains. PID readings and corresponding sample intervals are
presented in Table 1.
Mr. Randy Bates
June 22, 2016
Page 5 of 8
ONE Environmental Group of Carolina, PLLC
223 S. Wilmington Street, Suite 200‐D, Raleigh, NC 27601
On June 9, 2016 soil borings were introduced along the western and northern property
boundaries and to further delineate the heating oil tank via a hollow stem auger operated
by Carolina Drilling, Inc. Soil was collected in approximate 2‐foot intervals and classified
by ONE personnel. The samples were screened using a Photo Ionization Detector MiniRAE
2000 (PID) with an 11.7 eV lamp calibrated to isobutylene. Soil samples were collected for
laboratory analysis at the boring locations along the western and northern property
boundaries in the area identified with the highest PID reading. If no impacts were recorded
via the PID, representative soil samples were collected at an interval above the presumed
location of the water table. Please note soil borings SB‐9 and SB‐10 were screened with a
PID for delineation purposes only and were not sampled. PID readings and corresponding
sample intervals are presented in Table 1.
One (1) soil sample was collected from each soil boring; SB‐1 through SB‐8. The samples
were collected in laboratory supplied bottleware and submitted to SGS Environmental
Services of Wilmington, North Carolina for analysis of Total Petroleum Hydrocarbon
Gasoline Range Organics (TPH‐GRO) and Total Petroleum Hydrocarbon Diesel Range
Organics (TPH‐DRO) by EPA Method 8015C. The laboratory analytical report is included as
Attachment B. Soil borings SB‐9 and SB‐10 were not sampled.
A summary of soil analytical data is presented in Table 2 and Figure 2 – Soil Analytical
Data Map. The laboratory report has been included as Attachment B.
Monitoring Well Installation and Groundwater Sampling
ONE completed the oversight of Carolina Drilling, Inc. during the development of
monitoring wells MW‐1, MW‐2, and MW‐3. SB‐7 was converted to MW‐1 and SB‐8 was
converted to MW‐2. MW‐3 was installed along the southern boundary for groundwater
elevation monitoring purposes (as per Stewart Engineering’s Guidance) and was not
sampled. The monitoring wells were completed utilizing a Geoprobe® 7220DT drilling rig
and a hollow stem auger. The Geoprobe® tooling was advanced to a terminal depth of 25
feet below ground surface (bgs). The wells were set with 5 feet of PVC screen from a depth
of 25‐20 feet bgs. Solid PVC riser was used from 20 feet bgs to ground surface. #2 sand
pack was placed in the borehole annulus to approximately 15‐25 feet bgs. Well
Construction Records for MW‐1, MW‐2, and MW‐3 have been included as Attachment C.
During the Phase II investigation, a groundwater monitoring well was discovered on the
south side of the heating oil tank and was subsequently labeled MW‐4. The well had been
patched with asphalt and was not observed during the Phase I investigation. A bailer was
inserted into MW‐4, and approximately 4‐inches of free product was observed on
groundwater, therefore, this well was not sampled.
Representative groundwater samples were collected after MW‐1 and MW‐2 were installed.
Prior to collection, water levels in the well were recorded utilizing an oil water interface
probe. Initial depth to water readings are presented below.
Mr. Randy Bates
June 22, 2016
Page 6 of 8
ONE Environmental Group of Carolina, PLLC
223 S. Wilmington Street, Suite 200‐D, Raleigh, NC 27601
Well ID Initial Depth to
Water (ft bgs)
Depth to Water after
24 hours (ft bgs)
MW‐1 5.85 4.75
MW‐2 5.1 4.3
MW‐3 ‐ 4.85
MW‐4 ‐ 3.5
Purging and sampling was completed utilizing a low‐flow peristaltic pump. The
groundwater samples were placed in laboratory supplied bottleware and shipped to SGS
Environmental Services of Wilmington, NC for analysis of the following constituents:
Volatile Organic Hydrocarbons (VOCs) by EPA Method 8260B;
Semi‐Volatile Organic Hydrocarbons (SVOCs) by EPA Method 625 Base/Neutrals
and Acids plus 10 largest non‐target peaks;
Massachusetts Department of Environmental Protection (MADEP) Volatile
Petroleum Hydrocarbons (VPH);
Massachusetts Department of Environmental Protection (MADEP) Extractable
Petroleum Hydrocarbons (EPH); and,
Metals (Pb) by Method SW‐846 6010D.
The locations of the monitoring wells are depicted on the Boring and Monitoring Well
Location Map, Figure 1. Groundwater Analytical Data is presented in Table 3 and Figure
3 – Groundwater Analytical Data Map.
Please note after the groundwater samples were collected well pads were installed.
Conclusions and Recommendations
ONE has completed a Phase II investigation for the Howerton‐Bryan Funeral Home facility
located at 1001 West Main Street in Durham, North Carolina. The subsurface investigation
was limited in nature and developed specifically to address RECs and BERs outlined in the
Phase I ESA completed May 2016. Conclusions and recommendation are as follows:
Both MW‐1 (on the western border, adjacent to the daycare) and MW‐2 (on the
northern border, along West Main Street) reported impacts of petroleum,
chlorinated solvent and metals constituents that exceed NC2L standards. Although
reported above 2L, the detections are below GCL’s (risk based screening
criteria). At this point these impacts are considered reportable to the North
Carolina Department of Environmental Quality (NC DEQ) for further risk
evaluation. These reported detections most likely stem from one to multiple up‐
gradient/offsite sources.
Mr. Randy Bates
June 22, 2016
Page 7 of 8
ONE Environmental Group of Carolina, PLLC
223 S. Wilmington Street, Suite 200‐D, Raleigh, NC 27601
All the soil borings around the heating oil tank exceed the screening criteria of 10
mg/kg for TPH‐GRO and/or TPH‐DRO. These detections are indicators of a
reportable release to the NC DEQ.
MW‐4 (well found adjacent to the heating oil tank that was previously installed) was
found with approximately 4‐inches of free product on groundwater.
Considering future property use it is recommended that the heating oil tank and
source material are removed to protect human health. An estimate of probable cost
for heating oil tank removal and over excavation of contaminated soil/sludge/water
is approximately $50,000‐$60,000. This estimate was developed under the
consideration that:
o The chapel will be demolished prior to heating tank removal;
o Potential impacts underneath the chapel are unknown; however, the
estimate assumes an excavation of 10’ off each sidewall of the existing tank to
a total depth of 10’ bgs;
o Water levels found in and around the heating oil tank pit are at 3’ bgs; and,
o All material encountered during the remediation will be non‐hazardous.
Considering future use of the property it is recommended the magnitude of
groundwater and sol impacts on the property are fully defined. This is especially
true for the chlorinated solvents reported in groundwater as these are a driver for
potential indoor air impacts. An estimate of probable cost for a soil gas assessment
and further risk assessment is approximately $50,000‐$60,000.
ONE appreciates the opportunity to provide environmental consulting services to
Terwilliger Pappas. If you should have any questions or comments pertaining to the
proposed scope of work, please do not hesitate to contact me at (919) 699‐7347.
Sincerely,
ONE Environmental Group of Carolina, PLLC
Eli Holland, PG
Principal
Attachments:
Figure 1 – Soil Boring and Monitoring Well Location Map
Mr. Randy Bates
June 22, 2016
Page 8 of 8
ONE Environmental Group of Carolina, PLLC
223 S. Wilmington Street, Suite 200‐D, Raleigh, NC 27601
Figure 2 – Soil Analytical Data Map
Figure 3 – Groundwater Analytical Data Map
Table 1 – Summary of Field Data
Table 2 – Summary of Soil Analytical Data
Table 3 – Summary of Groundwater Analytical Data
Attachment A – Photographic Log
Attachment B – Laboratory Report
Attachment C – Well Construction Records
FIGURES
SB-3
SB-6
SB-5
SB-7
SB-8
SB-1
SB-2
SB-4
SB-9
SB-10MW-4
MW-2
MW-3
MW-1
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/AirbusDS, USDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo, andthe GIS User Community
Sources: Esri, HERE,DeLorme, USGS, Intermap,
ProjectManager:EF
CheckedBy:EF
DrawnBy:PL
Figure 1 -Boring and Monitoring Well Location
1001-1005 West Main Street1006-1016 West Peabody StreetDurham, North Carolina 27701
0 40 80Feet
Soil Boring
Monitoring Well
SB-7(10-15)TPH-DRO <7.20TPH-GRO <4.14
SB5 (2.5-5)TPH-DRO <7.16TPH-GRO <2.64
SB-8 (15-20)TPH-DRO <6.99TPH-GRO <2.98
SB-9TPH-DRO NSTPH-GRO NS
SB-9 (6-8)PID - 320TPH-DRO NSTPH-GRO NS
SB-10 (6-8)PID - 253TPH-DRO NSTPH-GRO NS
SB2 (5-7)PID - 196TPH-DRO 6,550TPH-GRO 423
SB4 (4-5)PID - 408TPH-DRO 6,160TPH-GRO 430
SB6 (3.5-5)PID - 0TPH-DRO 23.9TPH-GRO <3.10
SB-7(10-15)PID - 0TPH-DRO <7.20TPH-GRO <4.14
SB5 (2.5-5)PID - 0TPH-DRO <7.16TPH-GRO <2.64
SB-8 (15-20)PID - 1TPH-DRO <6.99TPH-GRO <2.98
SB3 (5-7.5)PID - 352TPH-DRO 8,870TPH-GRO 471
SB1 (4-7)PID - 4TPH-DRO 1,490TPH-GRO 1,260
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/AirbusDS, USDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo, andthe GIS User Community
Sources: Esri, HERE,DeLorme, USGS, Intermap,
ProjectManager:EF
CheckedBy:EF
DrawnBy:PL
Figure 2 - Soil Analytical Data
1001-1005 West Main Street1006-1016 West Peabody StreetDurham, North Carolina 27701
0 40 80Feet
Notes:All units mg/kgNS- Not SampledTPH-GRO - Gasoline Range OranicsTPH-DRO - Diesel Range Organics
Soil Boring
MW-4~4-inches FP
MW-3
MW-1EPH 0.656VPH 159Lead 0.0429PCE 373
MW-2EPH 0.220VPH 197Lead 0.161PCE 87.8DCE 34.4DPE 39.3MTBE 67.6
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/AirbusDS, USDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo, andthe GIS User Community
Sources: Esri, HERE,DeLorme, USGS, Intermap,
ProjectManager:EF
CheckedBy:EF
DrawnBy:PL
Figure 3 - Groundwater Analytical Data
1001-1005 West Main Street1006-1016 West Peabody StreetDurham, North Carolina 27701
0 40 80Feet
Notes:EPH and Lead mg/L all others ug/LEPH - Extractable Petroleum HydrocarbonsVPH - Volatile Petroleum HydrocarbonsPCE - TetrachloroethyleneDCE- cis-1,2-dichloroethyleneDPE - DiisopropyletherMTBE - Methy-tert,butyl ether
Monitoring Well
TABLES
Table 1
Field Data
1001 West Main Street
Durham, North Carolina
Boring ID Interval PID (ppm)Field Observations / Unified Soil Classification System Designation
0‐2 5.0 Orange and gray lean clay (CL)
2‐4 0.0 Orange and gray lean clay (CL) with gravel from 3‐3.5 ft
4‐5 46.0 Orange and gray lean clay (CL)
5‐7 3.0 Orange sandy clay (SC)
7‐9 1.0 Gray lean clay (CL)
9‐10 1.0 Orange, brown, and gray lean clay (CL)
10‐12 1.0 Gray lean clay (CL)
12‐14 2.0 Dark gray sand and gray clay (SC)
14‐15 1.0 Gray and brown clay and sand (SC)
0‐5 46.0 Light gray soft sandy clay (SC) with odor
5‐7 196.0 Brown to gray clay (CL) with odor
7‐9 126.0 Light brown to gray clay (CL) with odor
9‐10 13.0 Light brown to gray clay (CL) with odor
10‐11 85.0 Light brown to gray clay (CL) with odor
11‐12 165.0 Light brown to gray clay (CL) with odor
12‐13 16.0 Light brown to gray clay (CL) with odor
13‐15 17.0 Gray to orange clay (CL)
0‐5 66.0 Brown to gray clay (CL) with odor
5‐7.5 352.0 Light brown to gray clay (CL) with odor
7.5‐10 179.0 Light brown to gray clay (CL) with odor
10.5‐13 91.0 Light brown to gray clay (CL) with odor
0‐2 0.0 Gray clay (CL)
2‐4 49.0 Gray clay (CL) with gravel layer at 2.5 ft
4‐5 408.0 Brown to gray sandy clay (SC) with a gravel layer at 4 ft and petroleum odor
5‐7 375.0 Gray and orange clay (CL) with odor and gravel from 5.5 to 6 ft
7‐9 263.0 Gray sandy clay (SC) with odor
9‐10 30.0 Gray sandy clay (SC) with odor
10‐11 290.0 Gray sandy clay (SC) with odor
11‐12 66.0 Gray sandy clay (SC) with odor
12‐13 10.0 Dark gray to orange clay (SC) with odor
0‐2.5 0.0 Dark brown to gray clay and sand (SC)
2.5‐5 2.0 Dark gray sand with clay (SC)
5‐7.5 0.0 Brown sand (SW)
7.5‐10 0.0 Gray clay (CL)
0‐3.5 0.0 Gray to orange clay and silt (CL) with gravel layer at 3.5 ft
3.5‐5 0.0 Gray clay with orange streaks (CL)
5‐7.5 0.0 Gray clay (CL)
7.5‐10 0.0 Gray clay (CL)
0‐3 1.0 Auguer sample (no soil classification)
3‐5 0.0 Auguer sample (no soil classification)
5‐10 0.0 Auguer sample (no soil classification)
10‐15 0Auguer sample (no soil classification)
15‐20 1 Auguer sample (no soil classification)
0‐5 0 Auguer sample (no soil classification)
5‐10 0 Auguer sample (no soil classification)
10‐15 0 Auguer sample (no soil classification)
15‐20 1.0 Auguer sample (no soil classification)
0‐2 0 Auguer sample (no soil classification)
2‐4 10 Auguer sample (no soil classification)
4‐6 96 Auguer sample (no soil classification)
6‐8 320 Auguer sample (no soil classification)
8‐10 159.0 Auguer sample (no soil classification)
0‐2 0 Auguer sample (no soil classification)
2‐4 8 Auguer sample (no soil classification)
4‐6 82 Auguer sample (no soil classification)
6‐8 253 Auguer sample (no soil classification) 8‐10 75 Auguer sample (no soil classification)
Notes:
Interval sample collected
*No sample collected
SB‐10*
SB‐3
SB‐5
SB‐7
SB‐6
SB‐1
SB‐2
SB‐4
SB‐8
SB‐9*
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6
Terwilliger Pappas
ATTACHMENTS
ATTACHMENT A
SITE PHOTOGRAPHS
Site ID: 1001 West Main Street, Durham, NC
Date: June 2016
ONE – June 2016 Page 1 Terwilliger Pappas
1. View of mark‐out for the closed heating oil tank
2. View of mark‐out for stormwater drain parallel to the garage
Site ID: 1001 West Main Street, Durham, NC
Date: June 2016
ONE – June 2016 Page 2 Terwilliger Pappas
3. View of utility mark‐out in front of the funeral home
4. View of delineation borings (SB‐9 and SB‐10)
Site ID: 1001 West Main Street, Durham, NC
Date: June 2016
ONE – June 2016 Page 3 Terwilliger Pappas
5. View of augering prior to installation of MW‐1
6. View of finished well plate for MW‐1
Site ID: 1001 West Main Street, Durham, NC
Date: June 2016
ONE – June 2016 Page 4 Terwilliger Pappas
7. View of finished well plate for MW‐2
8. View of finished well plate for MW‐3
Site ID: 1001 West Main Street, Durham, NC
Date: June 2016
ONE – June 2016 Page 5 Terwilliger Pappas
9. View of MW‐4 found on the south side of the heating oil tank
10. View of free product in MW‐4
ATTACHMENT B
LABORATORY ANALYTICAL REPORT
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Page 68 of 68
ATTACHMENT C
WELL CONSTRUCTION RECORDS
WELL CONSTRUCTION RECORD
This form can be used for single or multiple wells
Form GW-1 North Carolina Department of Environment and Natural Resources – Division of Water 5HVRXUFHV Revised AXJXVW 2013
1. Well Contractor Information:
Well Contractor Name
NC Well Contractor Certification Number
Company Name 2. Well Construction Permit #: List all applicable well permits (i.e. County, State, Variance, ,QMHFWLRQetc.) 3. Well Use (check well use): Water Supply Well: □Agricultural □Municipal/Public □Geothermal (Heating/Cooling Supply) □Residential Water Supply (single)
□Industrial/Commercial □Residential Water Supply (shared) □Irrigation
Non-Water Supply Well: □Monitoring □Recovery
Injection Well: □Aquifer Recharge □Groundwater Remediation
□Aquifer Storage and Recovery □Salinity Barrier □Aquifer Test □Stormwater Drainage
□Experimental Technology □Subsidence Control
□Geothermal (Closed Loop) □Tracer □Geothermal (Heating/Cooling Return) □Other (explain under #21 Remarks)
4. Date Well(s) Completed: ____________ Well ID#______________________ 5a. Well Location:
Facility/Owner Name Facility ID# (if applicable)
Physical Address, City, and Zip
County Parcel Identification No. (PIN) 5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees: (if well field, one lat/long is sufficient) N W
6. Is (are) the well(s): □Permanent or □Temporary
7. Is this a repair to an existing well: □Yes or □No If this is a repair, fill out known well construction information and explain the nature of the repair under #21 remarks section or on the back of this form.
8. Number of wells constructed: For multiple injection or non-water supply wells ONLY with the same construction, you can submit one form. 9. Total well depth below land surface: (ft.) For multiple wells list all depths if different (example- 3@200’ and 2@100′) 10. Static water level below top of casing: (ft.) If water level is above casing, use “+” 11. Borehole diameter: (in.) 12. Well construction method: (i.e. auger, rotary, cable, direct push, etc.) FOR WATER SUPPLY WELLS ONLY: 13a. Yield (gpm) Method of test: 13b. Disinfection type: Amount:
14. WATER ZONES
FROM TO DESCRIPTION
ft. ft.
ft. ft.
15. OUTER CASING (for multi-cased wells) OR LINER (if applicable) FROM TO DIAMETER THICKNESS MATERIAL
ft. ft. in.
16. INNER CASING OR TUBING (geothermal closed-loop)
FROM TO DIAMETER THICKNESS MATERIAL
ft. ft. in.
ft. ft. in.
17. SCREEN FROM TO DIAMETER SLOT SIZE THICKNESS MATERIAL
ft. ft. in.
ft. ft. in.
18. GROUT
FROM TO MATERIAL EMPLACEMENT METHOD & AMOUNT
ft. ft.
ft. ft.
ft. ft.
19. SAND/GRAVEL PACK (if applicable)
FROM TO MATERIAL EMPLACEMENT METHOD
ft. ft.
ft. ft.
20. DRILLING LOG (attach additional sheets if necessary) FROM TO DESCRIPTION (color, hardness, soil/rock type, grain size, etc.)
ft. ft.
ft. ft.
ft. ft.
ft. ft.
ft. ft.
ft. ft.
ft. ft.
21. REMARKS
22. Certification:
Signature of Certified Well Contractor Date By signing this form, I hereby certify that the well(s) was (were) constructed in accordance with 15A NCAC 02C .0100 or 15A NCAC 02C .0200 Well Construction Standards and that a copy of this record has been provided to the well owner.
23. Site diagram or additional well details: You may use the back of this page to provide additional well site details or well construction details. You may also attach additional pages if necessary. SUBMITTAL INSTUCTIONS 24a. For All Wells: Submit this form within 30 days of completion of well construction to the following: Division of Water Resources, Information Processing Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For Injection Wells ONLY: In addition to sending the form to the address in
24a above, also submit a copy of this form within 30 days of completion of well construction to the following: Division of Water Resources, Underground Injection Control Program, 1636 Mail Service Center, Raleigh, NC 27699-1636
24c. For Water Supply & Injection Wells:
Also submit one copy of this form within 30 days of completion ofwell construction to the county health department of the county whereconstructed.
For Internal Use ONLY:
WELL CONSTRUCTION RECORD
This form can be used for single or multiple wells
Form GW-1 North Carolina Department of Environment and Natural Resources – Division of Water 5HVRXUFHV Revised AXJXVW 2013
1. Well Contractor Information:
Well Contractor Name
NC Well Contractor Certification Number
Company Name 2. Well Construction Permit #: List all applicable well permits (i.e. County, State, Variance, ,QMHFWLRQetc.) 3. Well Use (check well use): Water Supply Well: □Agricultural □Municipal/Public □Geothermal (Heating/Cooling Supply) □Residential Water Supply (single)
□Industrial/Commercial □Residential Water Supply (shared) □Irrigation
Non-Water Supply Well: □Monitoring □Recovery
Injection Well: □Aquifer Recharge □Groundwater Remediation
□Aquifer Storage and Recovery □Salinity Barrier □Aquifer Test □Stormwater Drainage
□Experimental Technology □Subsidence Control
□Geothermal (Closed Loop) □Tracer □Geothermal (Heating/Cooling Return) □Other (explain under #21 Remarks)
4. Date Well(s) Completed: ____________ Well ID#______________________ 5a. Well Location:
Facility/Owner Name Facility ID# (if applicable)
Physical Address, City, and Zip
County Parcel Identification No. (PIN) 5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees: (if well field, one lat/long is sufficient) N W
6. Is (are) the well(s): □Permanent or □Temporary
7. Is this a repair to an existing well: □Yes or □No If this is a repair, fill out known well construction information and explain the nature of the repair under #21 remarks section or on the back of this form.
8. Number of wells constructed: For multiple injection or non-water supply wells ONLY with the same construction, you can submit one form. 9. Total well depth below land surface: (ft.) For multiple wells list all depths if different (example- 3@200’ and 2@100′) 10. Static water level below top of casing: (ft.) If water level is above casing, use “+” 11. Borehole diameter: (in.) 12. Well construction method: (i.e. auger, rotary, cable, direct push, etc.) FOR WATER SUPPLY WELLS ONLY: 13a. Yield (gpm) Method of test: 13b. Disinfection type: Amount:
14. WATER ZONES
FROM TO DESCRIPTION
ft. ft.
ft. ft.
15. OUTER CASING (for multi-cased wells) OR LINER (if applicable) FROM TO DIAMETER THICKNESS MATERIAL
ft. ft. in.
16. INNER CASING OR TUBING (geothermal closed-loop)
FROM TO DIAMETER THICKNESS MATERIAL
ft. ft. in.
ft. ft. in.
17. SCREEN FROM TO DIAMETER SLOT SIZE THICKNESS MATERIAL
ft. ft. in.
ft. ft. in.
18. GROUT
FROM TO MATERIAL EMPLACEMENT METHOD & AMOUNT
ft. ft.
ft. ft.
ft. ft.
19. SAND/GRAVEL PACK (if applicable)
FROM TO MATERIAL EMPLACEMENT METHOD
ft. ft.
ft. ft.
20. DRILLING LOG (attach additional sheets if necessary) FROM TO DESCRIPTION (color, hardness, soil/rock type, grain size, etc.)
ft. ft.
ft. ft.
ft. ft.
ft. ft.
ft. ft.
ft. ft.
ft. ft.
21. REMARKS
22. Certification:
Signature of Certified Well Contractor Date By signing this form, I hereby certify that the well(s) was (were) constructed in accordance with 15A NCAC 02C .0100 or 15A NCAC 02C .0200 Well Construction Standards and that a copy of this record has been provided to the well owner.
23. Site diagram or additional well details: You may use the back of this page to provide additional well site details or well construction details. You may also attach additional pages if necessary. SUBMITTAL INSTUCTIONS 24a. For All Wells: Submit this form within 30 days of completion of well construction to the following: Division of Water Resources, Information Processing Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For Injection Wells ONLY: In addition to sending the form to the address in
24a above, also submit a copy of this form within 30 days of completion of well construction to the following: Division of Water Resources, Underground Injection Control Program, 1636 Mail Service Center, Raleigh, NC 27699-1636
24c. For Water Supply & Injection Wells:
Also submit one copy of this form within 30 days of completion ofwell construction to the county health department of the county whereconstructed.
For Internal Use ONLY:
WELL CONSTRUCTION RECORD
This form can be used for single or multiple wells
Form GW-1 North Carolina Department of Environment and Natural Resources – Division of Water 5HVRXUFHV Revised AXJXVW 2013
1. Well Contractor Information:
Well Contractor Name
NC Well Contractor Certification Number
Company Name 2. Well Construction Permit #: List all applicable well permits (i.e. County, State, Variance, ,QMHFWLRQetc.) 3. Well Use (check well use): Water Supply Well: □Agricultural □Municipal/Public □Geothermal (Heating/Cooling Supply) □Residential Water Supply (single)
□Industrial/Commercial □Residential Water Supply (shared) □Irrigation
Non-Water Supply Well: □Monitoring □Recovery
Injection Well: □Aquifer Recharge □Groundwater Remediation
□Aquifer Storage and Recovery □Salinity Barrier □Aquifer Test □Stormwater Drainage
□Experimental Technology □Subsidence Control
□Geothermal (Closed Loop) □Tracer □Geothermal (Heating/Cooling Return) □Other (explain under #21 Remarks)
4. Date Well(s) Completed: ____________ Well ID#______________________ 5a. Well Location:
Facility/Owner Name Facility ID# (if applicable)
Physical Address, City, and Zip
County Parcel Identification No. (PIN) 5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees: (if well field, one lat/long is sufficient) N W
6. Is (are) the well(s): □Permanent or □Temporary
7. Is this a repair to an existing well: □Yes or □No If this is a repair, fill out known well construction information and explain the nature of the repair under #21 remarks section or on the back of this form.
8. Number of wells constructed: For multiple injection or non-water supply wells ONLY with the same construction, you can submit one form. 9. Total well depth below land surface: (ft.) For multiple wells list all depths if different (example- 3@200’ and 2@100′) 10. Static water level below top of casing: (ft.) If water level is above casing, use “+” 11. Borehole diameter: (in.) 12. Well construction method: (i.e. auger, rotary, cable, direct push, etc.) FOR WATER SUPPLY WELLS ONLY: 13a. Yield (gpm) Method of test: 13b. Disinfection type: Amount:
14. WATER ZONES
FROM TO DESCRIPTION
ft. ft.
ft. ft.
15. OUTER CASING (for multi-cased wells) OR LINER (if applicable) FROM TO DIAMETER THICKNESS MATERIAL
ft. ft. in.
16. INNER CASING OR TUBING (geothermal closed-loop)
FROM TO DIAMETER THICKNESS MATERIAL
ft. ft. in.
ft. ft. in.
17. SCREEN FROM TO DIAMETER SLOT SIZE THICKNESS MATERIAL
ft. ft. in.
ft. ft. in.
18. GROUT
FROM TO MATERIAL EMPLACEMENT METHOD & AMOUNT
ft. ft.
ft. ft.
ft. ft.
19. SAND/GRAVEL PACK (if applicable)
FROM TO MATERIAL EMPLACEMENT METHOD
ft. ft.
ft. ft.
20. DRILLING LOG (attach additional sheets if necessary) FROM TO DESCRIPTION (color, hardness, soil/rock type, grain size, etc.)
ft. ft.
ft. ft.
ft. ft.
ft. ft.
ft. ft.
ft. ft.
ft. ft.
21. REMARKS
22. Certification:
Signature of Certified Well Contractor Date By signing this form, I hereby certify that the well(s) was (were) constructed in accordance with 15A NCAC 02C .0100 or 15A NCAC 02C .0200 Well Construction Standards and that a copy of this record has been provided to the well owner.
23. Site diagram or additional well details: You may use the back of this page to provide additional well site details or well construction details. You may also attach additional pages if necessary. SUBMITTAL INSTUCTIONS 24a. For All Wells: Submit this form within 30 days of completion of well construction to the following: Division of Water Resources, Information Processing Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For Injection Wells ONLY: In addition to sending the form to the address in
24a above, also submit a copy of this form within 30 days of completion of well construction to the following: Division of Water Resources, Underground Injection Control Program, 1636 Mail Service Center, Raleigh, NC 27699-1636
24c. For Water Supply & Injection Wells:
Also submit one copy of this form within 30 days of completion ofwell construction to the county health department of the county whereconstructed.
For Internal Use ONLY: