21007_Hoke Street_PIIR_20170517

Revised Limited Phase II Environmental Site Assessment

500 and 506 Hoke Street Site Raleigh, North Carolina PES Project Number: R16-161

May 17, 2017 (initially issued on October 18, 2016)

Prepared For: Mr. John Alexander McKnitt & Associates, LLC Post Office Box 26837
Raleigh, NC 27611
5113 Yachtsman Court
Raleigh, North Carolina 27615
919-630-0721 October 18, 2016
Mr. John Alexander
McKnitt & Associates, LLC Post Office Box 26837 Raleigh, North Carolina 27611
Subject: REVISED LIMITED PHASE II ENVIRONMENTAL SITE ASSESSMENT
500 AND 506 HOKE STREET
RALEIGH, WAKE COUNTY, NORTH CAROLINA PES PROJECT NUMBER: R16-161

Dear Mr. Alexander: At your request, Proctor Environmental Services, Inc. (PES) has prepared this summary report for the above-referenced Site, located as shown on Figures 1 and 2. The objective
of our scope of services was to follow-up on the findings of our June 31, 2016 Phase I
Environmental Site Assessment prepared on behalf of Passage Home, a party interested
in purchasing the subject property. As discussed in the Phase I ESA, the following recognized environmental conditions (RECs) were discovered associated with the Property:
• The Site was identified in four regulatory databases in the EDR report related to a former lessee of Site, Nyetech Environmental Solutions. Further review of the EDR report indicated that a release was reported at the Site on January 22, 2004 and Incident Number 86897 was issued by the underground storage tank (UST)
Section of the NCDENR (now the NCDEQ);
• An underground petroleum storage tank (UST) was potentially present and reportedly removed from the Site approximately 50 years ago. An apparent
dispenser pad was observed adjacent to the northeast corner of the building on the Site; and
• The property adjacent to the northeast corner of the Site, located at 1400 - 1402 Garner Road, is currently known as the Old Garner Road Food Mart and also appears in use as an automotive repair service operation. Based upon the presence of an apparent fuel dispensing island, it appears to have been a full-service automotive repair and fueling station in the past. Due to the possible former
Limited Phase II Site Assessment October 18, 2016 500 and 506 Hoke Street Site Page 2
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presence of petroleum USTs and automotive repair services at the adjacent site,
it could pose a possible environmental risk to the Site.
The remainder of this report summarizes our findings related to the aforementioned Nyetech incident, the possible on-site former petroleum UST and the adjacent former automotive repair service operation and our assessment activities, findings, and
recommendations for the current environmental conditions at the Site.
HISTORICAL BACKGROUND The Comments section of the EDR report, a portion of which can be found in Appendix A, indicate that the North Carolina environmental regulatory agency became aware of
Nyetech’s activities at the Site in January of 2004. Listed as a “LAST” or leaking aboveground storage tank, the EDR report states that “A waste hauler mixes Lq. (i.e. liquids) with saw dust to make a solid, then transport the solids to Earth Tech in Sanford NC. Ten roll backs full of materials and leaking on the ground. Petro and solvents, and
other petroleum products leaking. samples pulled and NOV (i.e., Notice of Violation) sent,
further action pending the samples data.” The source of contamination was listed as “spill-surface” and the groundwater contamination status was listed as “unknown.” Based upon soil samples collected and analyzed both before and after limited remedial actions, semi-volatile organic compounds are present in the soil behind the building and the Site Incident remains open.
Based upon these findings on the Site, a PES representative visited the Raleigh Regional Office of the NCDEQ Underground Storage Tank Section to review the incident file. A copy of the information from the files can be found in Appendix B. The following
documents were copied and reviewed for this report:
• January 21, 2004 – Initial Site Visit Notes and Complaint about Nyetech
• January 22 and 23, 2004 – Groundwater Section Staff Report and Photos
• January 23, 2004 - NCDENR Notice of Violation (NOV)
• March 25, 2004 – Request for Fast Track Enforcement against Nyetech
• April 14, 2004 – Nyetech Response to NOV
• May 11, 2004 – John Alexander Correspondence to NCDENR Our review of these documents indicated that on January 21, 2004, Nyetech personnel were observed by a third party “solidifying stuff in a roll off buried in the ground” in the lot behind the building on Hoke Street. Their operations appeared to be “very sloppy and
there was antifreeze spilled on the ground.” NCDENR personnel visited the site to
observe and photograph the operations and collect representative soil samples for laboratory analysis. NCDENR personnel further stated that there were eight to twelve roll off boxes full of contaminated soil awaiting off-site transport which were leaking onto the surrounding ground. A hand drawn, unscaled map of the back lot and sample locations
collected during the NCDENR site visit is attached as Figure 3. As shown, regulatory personnel collected three samples (Nos. 1, 2, and 3) from around the five roll-off boxes
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located in the southeastern portion of the back lot. The site drawing also indicates several more roll-off boxes in the central portion of the back lot, at least two oil containers located in the northwestern portion of the back lot, and a “pit” located in the southwest portion of the back lot.
According to the NCDENR laboratory report in Appendix B and as summarized in Table 1, it appears that sample 1 was analyzed for oil and grease, sample 2 was analyzed for 10 metals, and sample 3 was analyzed for semi-volatile organic compounds. The NCDENR laboratory analysis revealed the presence of oil and grease, numerous metals
and various semi-volatile organic compounds (SVOCs) in excess of the laboratory’s
quantitation limits. Specifically, our review of the analytical results of the NCDENR samples indicated an oil and grease concentration in sample 1 of 220 mg/Kg, which exceeds the NCDENR Action Level of 10 mg/Kg. Of the ten metals tested, with one exception, none exhibited concentrations in excess of their NCDEQ Inactive Hazardous
Substances Branch (IHSB) residential, industrial, or protection of groundwater preliminary soil remediation goals (PSRGs). The single exception was manganese from sample 2, which exhibited a concentration of 160 mg/Kg. The protection of groundwater PSRG for manganese is 65 mg/Kg.
Several SVOC constituents, including fluoranthene, pyrene, benzo(a)anthracene,
benzo(a)pyrene, benzo(b)fluoranthene, chrysene and indeno(1,2,3-cd)pyrene were detected in NCDENR sample 3 in excess of either their IHSB Industrial and/or Residential Health-Based Soil Remediation and/or Protection of Groundwater Goals. These
constituents are polynuclear aromatic hydrocarbons (PAHs), which are typically produced
by the incomplete combustion of organic matter, such as in engines and incinerators. They are typically associated with used oil. The NCDENR Hazardous Waste Section, Compliance Branch issued a Notice of Violation (NOV) to Nyetech on January 23, 2004 citing numerous regulatory violations and stating
that the releases of “used oil” must be stopped, contained and cleaned up. A March 25, 2004 “Request for Fast Track Enforcement Against Nyetech” was present in the file but appeared to be in draft form as it was not completed. There was no indication in the file that the enforcement action correspondence was ever transmitted to Nyetech.

An April 14, 2004 letter from Nyetech to the NCDENR in response to the NOV was reviewed. According to Nyetech’s letter, which was not prepared or sealed by a professional engineer or geologist, Nyetech’s General Manager stated that they had “emptied and cleaned residual from inside all seven roll-off containers, and excavated to approximately one foot below grade from the impacted area resulting in 176.21 tons of
soil to be hauled” off-site for disposal. The letter report and associated drawing (see Figure 4 in this report), do not indicate from where on the back lot the excavation occurred, only that it was within the “impacted area”.
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Upon completion of the limited excavation work, Nyetech subsequently performed a sampling event to collect laboratory samples for analysis. The samples were apparently collected from the soil below the area(s) of excavation and were perhaps composited instead of grab samples. According to the Nyetech letter report, three samples (#1, #2,
and #3) were analyzed by the laboratories according to Methods 8270, 602, and for the eight RCRA metals. Our review of the analytical results, as contained in Appendix B and summarized in Table 2, indicates that the concentrations of the SVOC constituents benzo(a)anthracene, benzo(a)pyrene, benzo(b)fluoranthene, benzo(k)fluoranthene and indeno(1,2,3-cd)pyrene exceeded either their IHSB Industrial and/or Residential Health-
Based Soil Remediation and/or Protection of Groundwater.
Although the field notes in the NCDENR Incident file are not thorough, it would appear that the NCDENR personnel-collected samples were grab samples and surficial in nature while the Nyetech-collected samples were possibly composited and collected from below
the excavated soil at a depth of approximately one foot below ground surface. With the exception of one constituent, benzo(k)fluoranthene, all of the constituents detected in the Nyetech-collected post-excavation samples were also present in NCDENR samples, only at significantly lower concentrations. PES SAMPLING ACTIVITIES
PES personnel visited the site in July and August of 2016 to conduct limited soil and groundwater assessment activities at the areas of suspected impact based upon our
review of the NCDENR and Nyetech information discussed above.
Soil Sampling Activities On July 28 and 29, 2016, seventeen (17) soil borings, located as shown in Figure 5, were
advanced and sampled around the back lot of the site, focusing on the northwest and
southeast quadrants where the roll-off boxes, oil containers, and NCDENR and Nyetech samples were reportedly located. The soil borings were continuously sampled using direct-push technology (DPT) sampling
methodologies to the terminal depths discussed below. Soil samples were collected using
a 4-foot long, 2¼ inch diameter, hollow-stemmed sampler with an acetate liner. This approach allowed us to visually inspect the soil for evidence of staining potentially related to possible releases. In addition, a photoionization device (PID) was used to screen the soil for emissions of volatile organic compounds (VOCs) typically associated with petroleum and volatile off-vapors and to select the soil interval most likely impacted for
laboratory analysis, if any. The extracted native soil generally appeared to be native reddish-brown silty clay. No areas of obvious fill material were observed in any of the borings. Finally, no elevated PID readings were recorded, indicating that no obviously impacted soil was encountered during the field screening activities. Boring logs are
contained in Appendix D.

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Three (MW-1S, MW-2S, and MW-3S) of the 17 borings were ultimately converted into monitoring wells MW-1 through MW-3. These three borings were continuously sampled to a terminal depth of 30 feet bgs. Samples were collected for laboratory analysis from each of these three borings at depth intervals of 1’ to 3’ bgs and 8’ to 10’ bgs. (The soil
samples from boring MW-2S and MW-3S from the deeper interval were put on hold in the laboratory pending results from the shallow soil samples. Based upon the shallow sample analytical results, which did not exhibit any detectable concentrations, a decision was made no to analyze these two deeper samples.) The other 14 borings (S-1 through S-14) were advanced and continuously sampled to a depth of 10 feet below ground surface
(bgs). Samples were collected for laboratory analysis from each of these borings at depth
intervals of 1’ to 3’ bgs. Soil sample portions from each boring were placed in laboratory-provided glass sampling jars which were placed in insulated coolers containing ice for sample preservation. The
soil samples were transported under chain-of-custody protocols and shipped overnight to Prism Laboratories in Charlotte, North Carolina. The soil samples were analyzed for VOCs by Method 8260, semi-volatile organic compounds (SVOCs) by Method 8270, extractable petroleum hydrocarbons (EPH) and volatile petroleum hydrocarbons (VPH) by the MADEP method, gasoline-range organics (GRO) by EPA Method 8015C,
herbicides and pesticides according to Methods 8080 and 8082, respectively, and the metals chromium and lead. The soil laboratory analytical results are summarized in Table 3 and a copy of the laboratory analytical report is contained in Appendix C. The soil
laboratory results are discussed later in this document.

Groundwater Sampling Activities – NE Property Corner, Old Garner Road Food Mart Two temporary groundwater monitoring wells (HokeTW-1 and HokeTW-2) were constructed immediately topographically downgradient (south side) of the automotive repair and food mart operation located at 1400 and 1402 Old Garner Road, located as shown on Figure 2. The wells, constructed to a terminal depth of 25 feet bgs, consisted of 10 feet of no. 10 slot screen at the bottom and then solid PVC riser pipe to the surface. Appropriately sized filter sand was then introduced into the annular space between the well and the boring walls such that the length of the screen was covered with filter sand,
which is designed to reduce the amount of fine, solid particles that enter into the well
through the machine-cut slots. Groundwater samples were collected using disposable polyethylene bailers after purging each well of at least three (3) well volumes to remove sediments and silts initially present within the well prior to sampling. The groundwater samples collected from the two temporary monitoring wells on July 27,
2016 were analyzed in the laboratory for VOCs by EPA Method 6200B. The groundwater laboratory analytical results are summarized in Table 4 and a copy of the laboratory analytical report is contained in Appendix C. The groundwater laboratory results are
discussed below. These temporary wells were abandoned immediately after sampling.

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Groundwater Sampling Activities – Back Lot Area of 500 Hoke Street Subsequent to completion of the soil sample collection activities, the aforementioned soil borings (MW-1S, MW-2S, and MW-3S) were converted into groundwater monitoring wells
MW-1, MW-2 and MW-3, located as shown in Figure 6. Each groundwater monitoring well was constructed using one-inch diameter PVC well material. The wells consist of 10 feet of no. 10 slot screen at the bottom and then solid PVC riser pipe to the surface. Appropriately sized filter sand was then introduced into the annular space between the well and the boring walls such that the length of the screen was covered with filter sand,
which is designed to reduce the amount of fine, solid particles that enter into the well
through the machine-cut slots. Groundwater samples were collected using disposable polyethylene bailers after purging each well of at least three (3) well volumes to remove sediments and silts initially present within the well prior to sampling. Well construction details are summarized in Table 5 and copies of the well construction records are located
in Appendix D. Based upon the results of the groundwater analyses from the samples collected from the initial three wells, which are discussed below, an additional three wells, MW-4, MW-5, and MW-6, located as shown in Figure 6, were constructed in the same fashion as the original three wells.
Subsequent to well development, samples were collected from the monitoring wells using
disposable polyethylene bailers. The groundwater samples were slowly decanted into laboratory-provided sample bottles containing the appropriate preservatives. The sample bottles were placed in an insulated cooler containing ice for sample preservation and
transported under chain-of-custody protocols and shipped overnight to Prism
Laboratories. The groundwater samples collected from monitoring wells MW-1 through MW-3 on July 28, 2016 were analyzed in the laboratory for VOCs by EPA Method 6200B, SVOCs plus the 10 largest non-target peaks by Method 8270, MADEP VPH (aromatics) and the metals chromium and lead. The groundwater samples collected from monitoring wells MW-4 through MW-6 on August 24, 2016 were analyzed in the laboratory for VOCs
by EPA Method 6200B. The groundwater laboratory analytical results are summarized in Table 4 and a copy of the laboratory analytical report is contained in Appendix C. The groundwater laboratory results are discussed below.
Groundwater Flow Direction Determination Activities

Following installation of the six permanent groundwater monitoring wells, the
horizontal location of each well was referenced to existing, fixed landmarks on the
subject property. Additionally, the top of casing and ground elevation at each well
were surveyed and referenced to an arbitrary datum established at the site. On
September 6, 2016, the depth to liquid in each well was measured using an electronic
oil-water interface probe. The interface probe was decontaminated between each
well using an Alconox wash followed by a clean water rinse. The depth to
groundwater beneath the property ranged from approximately 24.5 feet bgs in well
MW-1 to 26.5 feet bgs in well MW-6, the hydraulically upgradient well. Free-product
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petroleum was not detected on the groundwater surface in any of the groundwater
monitoring wells. Liquid level data are summarized on Table 5. Based on survey and
depth to groundwater data and as shown in Figure 7, the direction of groundwater
flow beneath the subject property is generally towards the south/southwest, which is
consistent with the general topography of the area of the site.

UST Investigation Activities

As stated in the Phase I ESA, an underground petroleum storage tank (UST) was
potentially present and reportedly removed from the Site approximately 50 years ago. An
apparent dispenser pad was observed adjacent to the northeast corner of the building on
the Site. During the assessment activities related to this report, six soil borings were
advanced and sampled in the vicinity of the possible dispenser pad, located as shown on Figure 5. The borings were advanced and sampled to a depth of approximately 20 feet
bgs and the soil was scanned for emissions of volatile organics. No visual or organoleptic
evidence of petroleum-impacted soil was discovered in the vicinity of the apparent
dispenser and the likely area of a former UST, if one was ever located at the site.
SUMMARY OF FINDINGS Based upon our limited assessment activities and observations at the site, we present the following findings and opinions:

Soil Analytical Results One constituent of concern was detected in the 18 soil samples submitted for analysis in excess of its regulatory standard. Specifically, beta-BHC (at 0.0015 mg/Kg) was detected
in sample B-7 at a depth of one to three feet bgs. The beta-BHC concentration was
flagged by the laboratory as a “J” value, indicating that, although detected, its concentration was below the laboratory’s Reporting Limit and therefore the result is an estimated concentration. This concentration exceeds the constituent’s IHSB Protection of Groundwater PSRG of 0.0012 mg/Kg. Beta-BHC is an organochloride and an isomer of
hexachlorocyclohexane, or HCH. It is a byproduct of the production of
the insecticide lindane (γ-HCH). According to the technical literature, it typically constitutes 5% to 14% of technical grade lindane, though it has not been produced or used in the United States for more than 30 years.
Another lindane-related constituent, delta-BHC, was detected in the same sample at a
concentration of 0.00049 mg/Kg. It too was flagged by the laboratory as a “J” value, indicating it’s an estimated concentrated. Delta-BHC does not have any listed regulatory remediation goals according to the IHSB.
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Groundwater Analytical Results Two constituents of concern, tetrachloroethylene (also known as PCE) and trichloroethylene (TCE) were detected in groundwater at the site. TCE is typically
considered a degradation product of PCE when detected in the same sample at lower concentrations, which is the case at this site. PCE has a North Carolina groundwater standard of 0.7 ug/L and TCE has a standard of 3 ug/L. PCE was detected as follows:
• At a concentration of 0.73 ug/L in temporary monitoring well TW-1, which was located due south of the automotive repair shop located at the corner of Hoke Street and Old Garner Road; and
• As shown on Figure 8 and summarized in Table 4, PCE was detected in
groundwater samples collected from back lot monitoring wells MW-1, MW-2 and MW-3 at concentrations of 8.0 ug/L, 37.0 ug/L, and 0.58 ug/L respectively. TCE was also detected in the sample collected from well MW-2 at a concentration of 6.0 ug/L. No detectable concentrations of PCE were detected in the samples
collected from monitoring wells MW-4, MW-5, and MW-6. CONCLUSIONS
Based upon the soil and groundwater assessment activities conducted at the site, we
provide the following conclusions and recommendations:

• With one exception (and assuming that the sample location map is relatively accurate), it appears that Nyetech effectively removed adversely impacted soil
associated with their storage and blending operation on the back lot. The soil sample collected at a depth interval of 1 to 3 feet bgs at sample location S-7 exhibited beta-BHC at 0.0015 mg/Kg, just slightly in excess of its IHSB Protection of Groundwater PSRG of 0.0012 mg/Kg. None of the other soil samples exhibited analyte concentrations in excess of their respective regulatory standards;

• Groundwater below the southwestern quadrant of the back lot has been adversely impacted by PCE at concentrations in excess of its regulatory stand. PCE is a
chlorinated solvent used commercially as an industrial degreaser, spot remover,
and in dry cleaning operations. There is no known historical source of PCE storage or usage at the facility. Although it’s feasible that the Nyetech operations may have been the source, no PCE was detected in any of the soil samples collected by the NCDENR, Neytech, or Proctor Environmental. Based upon the groundwater flow direction under the site, which is towards the south/southeast, it’s likely that PCE
is migrating off the site and under the adjacent property to the south, the Former Cardinal Trucking site. It should be noted that the Cardinal Trucking Site has also been impacted by historical releases of PCE from the former Ashland Chemical Facility, which, as shown in Figure 2, is located adjacent to the west of the
southwestern portion of the subject site; and
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• No visual or organoleptic evidence was found regarding the presence of an underground petroleum storage tank in the vicinity of the northeastern corner of
the building on the subject site. RECOMMENDATIONS
As summarized herein, the remaining known recognized environmental condition at the
Hoke Street property is PCE, a common industrial solvent, found in groundwater beneath the southwestern quadrant of the site at a depth of about 25 feet below grade. That portion of the site is currently undeveloped, and there is no current groundwater use at the entire site. Moreover, in Raleigh installation of groundwater water supply wells is prohibited.
Therefore, in the future, if development of this area were to occur, the remaining concern
is the potential for vapor intrusion and indoor air quality impacts due the groundwater
contamination. As a result, in the area of the site with groundwater impacts, any new development should avoid encountering groundwater, and further assessment of the vapor intrusion pathway
should be conducted to determine if groundwater contamination could pose a potential source of indoor air contamination to new structures and improvements. If a vapor intrusion risk were found, appropriate mitigation measures should be considered and incorporated into the development efforts.
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CLOSING PES appreciates the opportunity to provide these services to McKnitt & Associates. If we can answer any questions or provide additional services, please feel free to contact us at
your convenience. Sincerely,
PROCTOR ENVIRONMENTAL SERVICES, INC.
Thomas A. Proctor, P.G., RSM
Senior Environmental Geologist
Figures:
1 – Site Location Map 2 – Site Plan 3 – NCDENR Site and Sample Location Map 4 – Nyetech Site and Sample Location Map 5 – PES Soil Sample Location Map
6 – Monitoring Well Location Map
7 – Groundwater Flow Direction Map 8 – PCE Concentration Map Tables:
1 – NCDENR Soil Sample Analytical Results 2 – Nyetech Soil Sample Analytical Results 3 – PES Soil Sample Analytical Results 4 – Groundwater Analytical Results 5 – Monitoring Well Construction Details and Static Water Level Elevations

Appendices: A – Nyetech-Related Information from EDR Report B – Nyetech Incident File Review Information C - Laboratory Analytical Data
D – Monitoring Well Records and Boring Logs

FIGURES

Figure 1 – Site Location Map Source: USGS 7.5 Minute Topographic Map South Raleigh, North Carolina Quadrangle 2013 Scale: 1:24,000

Site Name: McKnitt & Associates Site 500 & 506 Hoke Street Raleigh, North Carolina PES Project Number: R16-161

Figure 2 – Site Plan Source: Google Earth Scale: 1” = 200’

Site Name: McKnitt & Associates Site
500 & 506 Hoke Street Raleigh, North Carolina PES Project Number: R16-161

SITE
BACK LOT AREA
AUTOMOTIVE REPAIR SERVICE OPERATION
FORMER ASHLAND CHEMICAL SITE
TW-1
TW-2

Figure 3 – NCDENR Site and Sample Location Drawing Source: NCDENR Field Notes, January 21, 2004

Site Name: McKnitt & Associates Site
500 & 506 Hoke Street Raleigh, North Carolina PES Project Number: R16-161

Notes:
NCDENR Sample Location Number
Drawing Not to Scale

Apparent Roll-Off Boxes

Figure 4 – Nyetech Site and Sample Location Drawing Source: Nyetech NOV Response, April 14, 2004

Site Name: McKnitt & Associates Site
500 & 506 Hoke Street Raleigh, North Carolina PES Project Number: R16-161

Notes:
Nytech Sample Location
Drawing Not to Scale

Figure 5 – PES Soil Sample Location Map Source: NCDENR, Nytech, PES Field Notes

Site Name: McKnitt & Associates Site
500 & 506 Hoke Street Raleigh, North Carolina PES Project Number: R16-161

Notes: Soil Boring Location Soil Boring / Monitoring Well Location Estimated Roff-Off Location
Estimated Oil Tank Location Scale: 1” = 55’

1
2
9
8
7 3 4
5
10 6
11
12 13
14 15
MW-1S
MW-2S
MW-3S
MW-1S
Possible Dispenser Pad

Figure 6 – Monitoring Well Location Map Source: 2016 Google Satellite Photograph Scale: 1’ = 55’

Site Name: McKnitt & Associates Site
500 & 506 Hoke Street Raleigh, North Carolina PES Project Number: R16-161

MW-1
MW-2 MW-3
MW-4
MW-5
MW-6

Figure 7 – Groundwater Flow Direction Map Source: 2016 Google Satellite Photograph Scale: 1’ = 55’

Site Name: McKnitt & Associates Site
500 & 506 Hoke Street Raleigh, North Carolina PES Project Number: R16-161

MW-1 (75.69’)
MW-2 (73.97’) MW-3 (73.99’)
MW-4 (75.53’)
MW-5 (75.90’)
MW-6 (76.59’)
LEGEND:
Monitoring Well Location
(73.99’) Static Water Level Elevation
Estimated Groundwater Flow
76’
75’
74’

Figure 8 – PCE Concentration Map in ug/L Source: 2016 Google Satellite Photograph Scale: 1’ = 55’

Site Name: McKnitt & Associates Site
500 & 506 Hoke Street Raleigh, North Carolina PES Project Number: R16-161

MW-1 (8.0)
MW-2
(37) MW-3 (0.58)
MW-4 (ND)
MW-5
(ND)
MW-6
(ND)
LEGEND:
Monitoring Well Location
(37) PCE Concentration (ug/L)
TABLE

Sample ID 1 2 3
Oil and Grease (mg/Kg)
NS NS NS NA 220 NA NA
SVOCs by 8270 (mg/Kg)
Phenanthrene NS NS 68 NA NA NA 2.5 N3
Fluoranthene 480 6000 330 NA NA NA 5.1 N3
Pyrene 360 4600 220 NA NA NA 4.3 N3
Benzo(a)anthracene 0.16 2.9 0.18 NA NA NA 2.0 N3
Chrysene 16 290 18 NA NA NA 2.6 N3
Benzo(b)fluoranthene 0.16 2.9 0.6 NA NA NA 2.8 N3
Benzo(a)pyrene 0.016 0.29 0.059 NA NA NA 2.0 N3
Indeno(1,2,3-cd)pyrene 0.16 2.9 2.0 NA NA NA 1.5 N3
Benzo(g,h,i)perylene NS NS 7800 NA NA NA 1.4 N3
Metals (mg/Kg)
Calcium 14 200 NS NS NA 4500 NA
Cadmium NS NS NS 0.1 NA 0.2 U NA
Chromium 24000 100000 100000 0.2 NA 8.7 NA
Copper 620 9400 700 9.2 NA 34 NA
Iron 11000 100000 150 NS NA 120 NA
Manganese 360 5200 65 NS NA 160 NA
Sodium NS NS NS NS NA 510 NA
Nickel NS NS NS 0.8 NA 4.7 NA
Lead 400 800 270 4.2 NA 12 NA
Selenium 78 1200 2.1 0.2 NA 0.2 U NA
Zinc 4600 70000 1200 27.2 NA 52 NA
NOTES:
All concentrations are in mg/Kg or parts per million (ppm)
NCDENR SVOC sample concentrations have been converted from ug/Kg to mg/Kg for comparison to remediation goal purposes
* Preliminary Soil Remediation Goals (PSRG) per Inactive Hazardous Sites Branch
** Based upon NC Department of Agriculture and Consumer Services analysis of 3,286 soil samples from various sites where tests for heavy metals were requested
N3 - Estimated concentration less than the laboratory PQL limit and greater than the laboratory method detection limit
NA - Sample not analyzed for that constituent
ND - Constituent not detected in excess of laboratory detection limit
NS - No applicable standard
U - Samples analyzed for this compound but not detected
ft bgs - feet below ground surface
Bolded and Shaded concentrations exceed an IHSB Remediation Goal
Unknown but Assummed
Surficial
Sample Depth
(ft bgs)
Table 1
Soil Sample Analytical Results - NCDENR Samples
500 Hoke Street Site
Raleigh, North CarolinaJanuary 23, 2004
Constituent
IHSB PSRG -
Residential Health-
Based Remediation Goal* (mg/Kg)
IHSB PSRG -
Industrial Health-
Based Remediation Goal* (mg/Kg)
IHSB
Protection of
Groundwater
PSRG*
(mg/Kg)
Average
Concentration
in NC Soil Samples**
Sample ID #1 #2 #3
VOCs by 8021 (mg/Kg)
Toluene 820 820 5.5 NA 0.0028 0.0033 ND
SVOCs by 8270 (mg/Kg)
Anthracene 3600 46000 660 NA ND ND 1.40
Phenanthrene NS NS 68 NA ND ND 6.15
Fluoranthene 480 6000 330 NA ND 0.594 14.0
Pyrene 360 4600 220 NA ND 0.551 11.6
Benzo(a)anthracene 0.16 2.9 0.18 NA ND ND 5.45
Carbozole NS NS 0.37 NA ND ND 0.683
Chrysene 16 290 18 NA ND ND 4.93
Benzo(b)fluoranthene 0.16 2.9 0.6 NA ND ND 7.59
Benzo(k)fluoranthene 1.6 2.9 0.60 NA ND ND 1.55
Benzo(a)pyrene 0.016 0.29 0.059 NA ND ND 4.55
Indeno(1,2,3-cd)pyrene 0.16 2.9 2.0 NA ND ND 1.33
Benzo(g,h,i)perylene NS NS 7800 NA ND ND 1.25
Metals (mg/Kg, except where noted)
Arsenic 0.68 3.0 5.8 4.5 <0.2 0.877 0.772
Barium 3000 44000 580 NA 19.7 21.2 25.7
Cadmium NS NS NS 0.1 0.120 0.195 0.220
Chromium 24000 100000 100000 0.2 2.73 17.9 9.70
Lead 400 800 270 4.2 3.52 7.16 8.38
Mercury (ug/Kg)1.9 3.1 1.0 NA <40.0 <40.0 <40.0
Selenium 78 1200 2.1 0.2 0.080 0.146 0.165
Silver 78 1200 3.4 NA <0.200 <0.244 <0.276
NOTES:
All concentrations are in mg/Kg or parts per million (ppm)
* Preliminary Soil Remediation Goals (PSRG) per Inactive Hazardous Sites Branch
** Based upon NC Department of Agriculture and Consumer Services analysis of 3,286 soil samples from various sites where tests for heavy metals were requested
N3 - Estimated concentration less than the laboratory PQL limit and greater then the laboratory method detection limit
NA - Sample not analyzed for that constituent
ND - Constituent not detected in excess of laboratory detection limit
NS - No applicable standard
ft bgs - feet below ground surface
Bolded and Shaded concentrations exceed an IHSB Remediation Goal
Sample Depth
(ft bgs)
Unknown but Assummed
Just Below Excavated Material at 1 ft bgs
Table 2
Soil Sample Analytical Results - Nyetech Samples
500 Hoke Street Site
Raleigh, North CarolinaFebruary 24, 2004
Constituent
IHSB PSRG -
Residential Health-
Based Remediation Goal* (mg/Kg)
IHSB PSRG -
Industrial Health-
Based Remediation Goal* (mg/Kg)
IHSB
Protection of
Groundwater PSRG* (mg/Kg)
Average
Concentration in NC Soil
Samples**
(mg/Kg)
Sample ID MW-1S MW-1S MW-2S MW-3S S-1 S-2 S-3 S-4 S-5 S-6 S-7 S-8 S-9 S-10 S-11 S-12 S-13 S-14
Extractable Petroleum Hydrocarbons
NA NA NA NA ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND
Volatile Petroleum Hydrocarbons
NA NA NA NA ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND
VOCs by 8260 (mg/Kg)
Acetone 12,000 100,000 24 NA ND ND 0.051 J 0.029 J 0.050 J 0.11 ND 0.14 0.039 ND ND 0.027 J ND 0.028 J 0.031 J ND ND ND
SVOCs by 8270 (mg/Kg)
480 6,000 330 NA ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND
Metals by 6010D (mg/Kg)
Chromium 24,000 100,000 360,000 0.2 3.6 1.4 16 12 25 23 21 26 15 17 8.6 24 14 18 17 9.6 25 9.5
Lead 400 800 270 4.2 13 BH 22 BH 30 BH 12 BH 22 BH 49 BH 14 BH 15 BH 14 BH 28 BH 9.9 19 9.8 14 19 17 22 18
Pesticides by 8081B (mg/Kg)
beta-BHC 0.30 1.3 0.0012 NA ND ND ND ND ND ND ND ND ND ND 0.0015 J ND ND ND ND ND ND ND
delta-BHC NS NS NS NA ND ND ND ND ND ND ND ND ND ND 0.00049 J ND ND ND ND ND ND ND
PCBs by 8082 (mg/Kg)
78 1,200 2.1 0.2 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDNOTES:All concentrations are in mg/Kg or parts per million (ppm)* Preliminary Soil Remediation Goals (PSRG) per Inactive Hazardous Sites Branch
** Based upon NC Department of Agriculture and Consumer Services analysis of 3,286 soil samples from various sites where tests for heavy metals were requestedBH - MB greater than one half of the RL, but the sample concentrations are greater than 10x the MB.J - Detected but below the Reporting Limit; therefore, result is an estimated concentration (CLP J-Flag).
NA - Sample not analyzed for that constituentND - Constituent not detected in excess of laboratory detection limitNS - No applicable standardft bgs - feet below ground surfaceBolded and Shaded concentrations exceed an IHSB Remediation Goal
1' - 3'1' - 3'1' - 3'1' - 3'1' - 3'8' - 10'1' - 3'1' - 3'1' - 3'1' - 3'1' - 3'1' - 3'1' - 3'
Average Concentration in NC Soil
Samples**
Sample
Depth (ft bgs)
Table 3Soil Sample Analytical Results - Proctor Environmental Services500 Hoke Street SiteRaleigh, North CarolinaJuly 29, 2016
Constituent
IHSB PSRG -
Residential
Health-Based Remediation Goal*
IHSB PSRG -
Industrial Health-
Based Remediation Goal*
IHSB Protection of Groundwater
PSRG*1' - 3'1' - 3'1' - 3'1' - 3'1' - 3'
VOCs by Method 8260B (ug/L)
Acetone 6000 ND ND ND ND ND ND 7.5 J ND
1,1-Dichloroethylene 350 ND ND 1.1 2.3 ND ND ND ND
Ethanol NS ND ND ND ND ND ND 160 J ND
Tetrachloroethylene 0.7 0.73 ND 8.0 37.0 0.58 ND ND ND
1,1,1-Trichloroethane 200 ND ND ND ND ND ND ND ND
Carbon Tetrachloride 0.3 ND ND ND 2.5 ND ND ND ND
Chloroform 70 ND ND ND 0.93 ND 0.52 ND ND
Trichloroethylene 3 ND ND ND 6.0 ND ND ND ND
Volatile Petroleum Hydrocarbons (ug/L)
C5-C8 Aliphatics 400 NA NA ND 11 J ND NA NA NA
C9-C12 Aliphatics 700 NA NA 14 J ND 15 J NA NA NA
Metals by 6010D (mg/L)
Chromium 10 NA NA 0.019 0.029 0.022 NA NA NA
Lead 15 NA NA 0.019 0.018 0.084 NA NA NA
NOTES:
µg/L - micrograms per liter (ppb)
ND - Constituent not detected in excess of laboratory detection limits
Bolded concentrations denote NCAC 2L groundwater standard exceedance.
Table 4
Groundwater Analytical Results
500 Hoke Street Site
TW-1Constituent
Monitoring Well ID #, Sample Date and Constituent Concentration (ug/L)
Raleigh, North Carolina
MW-6MW-2 MW-3 MW-4 MW-5
2L Standard
(ug/L)MW-1TW-2
July 27, 2016 July 28, 2016 August 24, 2016
Well Well Type
TMW-1 Type II
TMW-2 Type II
MW-1 Type II
MW-2 Type II
MW-3 Type II
MW-4 Type II
MW-5 Type II
MW-6 Type II
NOTES:
TMW - Temporary Monitoring Well
MW - Permanent Monitoring Well
All depths recorded in feet below TOC (Top of Casing).
NA - Not applicable. These were temporary wells and were abandoned immediately after development and sampling.
Depths to groundwater in permanent wells were measured September 6, 2016.
20' - 30'30.00
07/29/16
07/29/16
99.64
99.70
25.67
25.71
73.97
73.99
1.5"
1.5"
20' - 30'
20' - 30'
30.00
30.00
08/19/16 100.53 25.00 75.53 1.5"
101.17 25.27 75.90 1.5"20' - 30'
15' - 25'25.00
30.0008/19/16 103.37 26.78 76.59 1.5"20' - 30'
07/27/16 NA 22.36 NA 1.5"
30.0008/19/16
Table 5
Monitoring Well Construction Details and Static Water Level Elevations
500 Hoke Street Site
Date
Installed
TOC
Elevation (ft)
Depth to
Groundwater
Groundwater
Elevation Well Diameter Screened Interval
(ft)
Total Depth 1
(ft)
Raleigh, North Carolina
20' - 30'30.00
07/27/16 NA 22.49 NA 1.5"15' -25'25.00
07/29/16 100.00 24.31 75.69 1.5"
APPENDIX A

EDR REPORT NYTECH INFORMATION

MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
http://echo.epa.gov/detailed_facility_report?fid=110015668598DFR URL:
110015668598Registry ID:
1007087323Envid:
ECHO:
corrective action activities required under RCRA.
program staff to track the notification, permit, compliance, and
and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA
events and activities related to facilities that generate, transport,
Conservation and Recovery Act (RCRA) program through the tracking of
RCRAInfo is a national information system that supports the Resource
Environmental Interest/Information System
110015668598Registry ID:
FINDS:
Site 1 of 3 in cluster A
Actual:
263 ft.
Property RALEIGH, NC 27601
Target ECHO500 HOKE ST N/A
A1 FINDSNYETECH OF NORTH CAROLINA INC 1007087323
NoFlag1:
NoFlag:
NoMTBE1:
NoMTBE:
Not reportedLand Use:
Not reportedSite Risk Reason:
Not reportedPhase Of LSA Req:
40Site Priority:
Not reportedNORR Issue Date:
Not reportedNOV Issue Date:
Not reportedCorrective Action Plan Type:
LRisk Class Based On Review:
LRisk Classification:
Not reportedCommercial/NonCommercial UST Site:
0# Of Supply Wells:
Not reportedTank Regulated Status:
Not reportedLevel Of Soil Cleanup Achieved:
Not reportedClose Out:
Not reportedClosure Request:
Not reportedCleanup:
01/22/2004Date Occur:
01/22/2004Date Reported:
PProduct Type:
16Source Type:
SLContamination Type:
86897Incident Number:
RA-86897UST Number:
Not reportedFacility ID:
LAST:
Site 2 of 3 in cluster A
Actual:
263 ft.
Property RALEIGH, NC 27601
Target IMD500 HOKE STREET N/A
A2 LASTNYETECH OF NORTH CAROLINA, INC. S106349464
TC4611947.2s Page 8
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
Not reportedNOV Issued:
DIIncident Phase:
1/23/2004Last Modified:
1Source Type:
Not reportedSource:
Not reportedCause:
Not reportedRelease Code:
Not reportedPirf/Min Soil:
Not reported5 Min Quad:
Not reported7#5 Min Quad:
Not reportedSamples Include:
Not reportedSamples Taken By:
Not reportedWells Affected Number:
Not reportedWells Affected Y/N:
Not reportedPriority Update:
40ESite Priority:
Not reportedLocation:
Not reportedType:
8Operation Type:
5Ownership:
Not reportedOwner/Operator:
Not reportedDescription Of Incident:
Not reportedDate Reported:
Not reportedDate Occurred:
86897Facility Id:
PIRF:
Not reported5 Min Quad:
action pending the samples data.
petroluem products leaking. samples pulled and NOV sent, futher
of meterials and leaking on the ground. Petro and solvents,and other
transport the solids to Earth Tech in Sanford NC, ten roll backs full
A waste hauler mixes Lq. with saw dust to make a solid, thenComments:
Not reportedRP County:
Raleigh, NC 27601RP City,St,Zip:
500 Hoke StreetRP Address:
Not reportedTelephone:
John KleinContact Person:
Nyetech of North Carolina,Inc.Company:
RALRegion:
SMJRegional Officer Project Mgr:
Not reportedTestlat:
35.76250 -78.37569Lat/Long Decimal:
35.7625 78 22 32.52Lat/Long:
FalseValid:
Not reportedError Code:
0Error Flag:
FalseRPOP:
FalseRPOW:
0Reel Num:
0CD Num:
FalseRPL:
5PETOPT:
Not reportedRBCA GW:
CCurrent Status:
0Release Detection:
Not reportedLUR Filed:
NYETECH OF NORTH CAROLINA, INC. (Continued) S106349464
TC4611947.2s Page 9
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
1/23/2004Last Modified:
86897Facility ID:
DWQAgency:
GPSGPS:
Not reportedLongitude Decimal:
Not reportedLatitude Decimal:
Not reportedLongitude Number:
Not reportedLatitude Number:
-783757Longitude:
35.7625Latitude:
Not reported5 Min Quad:
Not reported7.5 Min Quad:
Not reportedSamples Include:
Not reportedSampled By:
Not reportedWells Contam:
Not reportedNum Affected:
NoWells Affected:
Jim GreerDem Contact:
Not reportedPriority Update:
EPriority Code:
40Site Priority:
Not reportedRisk Site:
Not reportedSetting:
Not reportedLocation:
Other petroleum productType:
Spill-surfaceSource:
Not reportedQty Recovered 1:
Not reportedQty Lost 1:
Not reportedMaterial:
8Operation:
FederalOwnership:
Raleigh, NC 9198322181Oper City,St,Zip:
RaleighOperator City:
500 Hoke StreetOperator Address:
Nyetech of North Carolina,Inc.Owner Company:
9198322181Contact Phone:
Klein, JohnOperator:
meterials and leaking on t
the solids to Earth Tech in Sanford NC, ten roll backs full of
A waste hauler mixes Lq. with saw dust to make a solid, then transportIncident Desc:
Not reportedSoil Contam:
Groundwater Contamination status unknownGW Contam:
1/23/2004Submit Date:
1/21/2004Date Occurred:
86897Facility ID:
RALRegion:
IMD:
Not reportedClose-out Report:
Not reportedClosure Request Date:
Not reportedRS Designation:
Not reportedReclassification Report:
Not reportedSOC Signed:
Not reportedCorrective Action Planned:
Not reportedPublic Meeting Held:
Not reported45 Day Report:
Not reportedNORR Issued:
NYETECH OF NORTH CAROLINA, INC. (Continued) S106349464
TC4611947.2s Page 10
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
Not reportedClose-out Report:
Not reportedClosure Request Date:
Not reportedRS Designation:
Not reportedReclassification Report:
Not reportedSOC Sighned:
Not reportedCorrective Action Planned:
Not reportedPublic Meeting Held:
Not reported45 Day Report:
Not reportedNORR Issued:
1/26/2004NOV Issued:
DiscoveryIncident Phase:
NYETECH OF NORTH CAROLINA, INC. (Continued) S106349464
03/01/2003Owner/Op start date:
OperatorOwner/Operator Type:
PrivateLegal status:
Not reportedOwner/operator telephone:
Not reportedOwner/operator country:
Not reported
Not reportedOwner/operator address:
NYETECH OF NORTH CAROLINA INCOwner/operator name:
Not reportedOwner/Op end date:
03/01/2003Owner/Op start date:
OwnerOwner/Operator Type:
PrivateLegal status:
Not reportedOwner/operator telephone:
Not reportedOwner/operator country:
Not reported
Not reportedOwner/operator address:
JOHN ALEXANDER JROwner/operator name:
Owner/Operator Summary:
Handler: Non-Generators do not presently generate hazardous wasteDescription:
Non-GeneratorClassification:
PrivateLand type:
04EPA Region:
Not reportedContact email:
[phone]Contact telephone:
USContact country:
ROCHESTER, NY 14624
PO BOX 24398Contact address:
AMY L MINSTERContact:
ROCHESTER, NY 14624
PO BOX 24398Mailing address:
NCR000138941EPA ID:
RALEIGH, NC 27601
500 HOKE STFacility address:
NYETECH OF NORTH CAROLINA INCFacility name:
01/11/2006Date form received by agency:
RCRA NonGen / NLR:
Site 3 of 3 in cluster A
Actual:
263 ft.
Property RALEIGH, NC 27601
Target 500 HOKE ST NCR000138941
A3 RCRA NonGen / NLRNYETECH OF NORTH CAROLINA INC 1006931054
TC4611947.2s Page 11
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
02/03/2004Date achieved compliance:
01/23/2004Date violation determined:
Generators - Pre-transportArea of violation:
Not reportedRegulation violated:
Not reported Paid penalty amount:
Not reported Final penalty amount:
3740 Proposed penalty amount:
State Enforcement lead agency:
01/26/2007 Enf. disp. status date:
Action Satisfied (Case Closed) Enf. disposition status:
11/17/2004 Enforcement action date:
INITIAL 3008(A) COMPLIANCE Enforcement action:
StateViolation lead agency:
11/17/2004Date achieved compliance:
06/02/2004Date violation determined:
Generators - Pre-transportArea of violation:
Not reportedRegulation violated:
Facility Has Received Notices of Violations:
IGNITABLE WASTE. Waste name:
D001. Waste code:
Not a generator, verifiedClassification:
NYETECH OF NORTH CAROLINA INCSite name:
08/21/2003Date form received by agency:
IGNITABLE WASTE. Waste name:
D001. Waste code:
Not a generator, verifiedClassification:
NYETECH OF NORTH CAROLINA INCSite name:
12/09/2003Date form received by agency:
Historical Generators:
IGNITABLE WASTE. Waste name:
D001. Waste code:
NoUsed oil transporter:
NoUsed oil transfer facility:
NoUsed oil Specification marketer:
NoUsed oil fuel marketer to burner:
NoUser oil refiner:
NoUsed oil processor:
NoUsed oil fuel burner:
NoFurnace exemption:
NoOn-site burner exemption:
NoUnderground injection activity:
NoTreater, storer or disposer of HW:
NoTransporter of hazardous waste:
NoRecycler of hazardous waste:
NoMixed waste (haz. and radioactive):
NoU.S. importer of hazardous waste:
Handler Activities Summary:
Not reportedOwner/Op end date:
NYETECH OF NORTH CAROLINA INC (Continued) 1006931054
TC4611947.2s Page 12
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
StateEvaluation lead agency:
02/03/2004Date achieved compliance:
Generators - Pre-transportArea of violation:
COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation:
01/23/2004Evaluation date:
StateEvaluation lead agency:
Not reportedDate achieved compliance:
Not reportedArea of violation:
COMPLIANCE SCHEDULE EVALUATIONEvaluation:
02/03/2004Evaluation date:
StateEvaluation lead agency:
11/17/2004Date achieved compliance:
Generators - Pre-transportArea of violation:
SIGNIFICANT NON-COMPLIEREvaluation:
06/02/2004Evaluation date:
StateEvaluation lead agency:
11/17/2004Date achieved compliance:
Generators - Pre-transportArea of violation:
COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation:
06/02/2004Evaluation date:
StateEvaluation lead agency:
Not reportedDate achieved compliance:
Not reportedArea of violation:
CASE DEVELOPMENT INSPECTIONEvaluation:
09/13/2004Evaluation date:
StateEvaluation lead agency:
Not reportedDate achieved compliance:
Not reportedArea of violation:
CASE DEVELOPMENT INSPECTIONEvaluation:
09/16/2004Evaluation date:
StateEvaluation lead agency:
Not reportedDate achieved compliance:
Not reportedArea of violation:
NOT A SIGNIFICANT NON-COMPLIEREvaluation:
11/17/2004Evaluation date:
Evaluation Action Summary:
Not reported Paid penalty amount:
Not reported Final penalty amount:
Not reported Proposed penalty amount:
State Enforcement lead agency:
Not reported Enf. disp. status date:
Not reported Enf. disposition status:
01/28/2004 Enforcement action date:
WRITTEN INFORMAL Enforcement action:
StateViolation lead agency:
NYETECH OF NORTH CAROLINA INC (Continued) 1006931054
TC4611947.2s Page 13
APPENDIX B

NYTECH INCIDENT FILE REVIEW
INFORMATION

APPENDIX C

LABORATORY ANALYTICAL DATA
REPORTS

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APPENDIX D

MONITORING WELL CONSTRUCTION
RECORDS and BORING LOGS

Boring/Well Construction Log

Boring/Well ID #: MW-1 Purpose: LSA @ Nyetech Release
Well Permit #: N/A Contractor: Quantex
Project Name: Hoke St, Passage Home Driller: JD Barker
Project #.: R16-161 Registration #: 3106A
Geologist: Tom Proctor Equipment: GeoProbe DPT
Date: 7/28/16 Weather: Clear and hot
Comments: Follow up SOIL investigation related to reported Nyetech releases.
Boring advanced and Wells installed south of Hoke St. building.

Well Construction
Information
Depth
From - To Soil / Rock Description /
Comments
OVA / PID
(ppm) @
Depth
Borehole Dia: 0’ – 10’ Orange brown micaceous clayey SILT 0
Riser Type: 10’ – 30’ Grading to tan clayey SILT
Diameter: PID Scans at Every Foot for 10 Feet 0 @ Each
Screen Type:
Riser Interval: Laboratory Sample Collected
Screen Interval: from 1’ – 3’ and 8’ – 10’ bls
Slot Size:
Grout Type:
Grout Interval:
Bentonite Type:
Bentonite Interval:
Filter Pack:
Filter Interval:
Total Depth:
R.P.* Elevation:
Water Level Information
Date/Time D.T.W.*

Boring/Well Construction Log

Boring/Well ID #: MW-2 Purpose: LSA @ Nyetech Release
Well Permit #: N/A Contractor: Quantex
Project Name: Hoke St, Passage Home Driller: JD Barker
Project #.: R16-161 Registration #: 3106A
Geologist: Tom Proctor Equipment: GeoProbe DPT
Date: 7/27/16 Weather: Clear and hot
Comments: Follow up SOIL investigation related to reported Nyetech releases.
Boring advanced and Wells installed south of Hoke St. building.

Well Construction
Information
Depth
From - To Soil / Rock Description /
Comments
OVA / PID
(ppm) @
Depth
Borehole Dia: 0’ – 10’ Orange brown micaceous clayey SILT 0
Riser Type: 10’ – 30’ Grading to tan clayey SILT
Diameter: PID Scans at Every Foot for 10 Feet 0 @ Each
Screen Type:
Riser Interval: Laboratory Sample Collected
Screen Interval: from 1’ – 3’ and 8’ – 10’ bls
Slot Size:
Grout Type:
Grout Interval:
Bentonite Type:
Bentonite Interval:
Filter Pack:
Filter Interval:
Total Depth:
R.P.* Elevation:
Water Level Information
Date/Time D.T.W.*

Boring/Well Construction Log

Boring/Well ID #: MW-3 Purpose: LSA @ Nyetech Release
Well Permit #: N/A Contractor: Quantex
Project Name: Hoke St, Passage Home Driller: JD Barker
Project #.: R16-161 Registration #: 3106A
Geologist: Tom Proctor Equipment: GeoProbe DPT
Date: 7/28/16 Weather: Clear and hot
Comments: Follow up SOIL investigation related to reported Nyetech releases.
Boring advanced and Wells installed south of Hoke St. building.

Well Construction
Information
Depth
From - To Soil / Rock Description /
Comments
OVA / PID
(ppm) @
Depth
Borehole Dia: 0’ – 10’ Orange brown micaceous clayey SILT 0
Riser Type: 10’ – 30’ Grading to tan clayey SILT
Diameter: PID Scans at Every Foot for 10 Feet 0 @ Each
Screen Type:
Riser Interval: Laboratory Sample Collected
Screen Interval: from 1’ – 3’ and 8’ – 10’ bls
Slot Size:
Grout Type:
Grout Interval:
Bentonite Type:
Bentonite Interval:
Filter Pack:
Filter Interval:
Total Depth:
R.P.* Elevation:
Water Level Information
Date/Time D.T.W.*

Boring/Well Construction Log

Boring/Well ID #: S-1 Purpose: LSA @ Nyetech Release
Well Permit #: N/A Contractor: Quantex
Project Name: Hoke St, Passage Home Driller: JD Barker
Project #.: R16-161 Registration #: 3106A
Geologist: Tom Proctor Equipment: GeoProbe DPT
Date: 7/28/16 Weather: Clear and hot
Comments: Follow up SOIL investigation related to reported Nyetech releases.
Boring advanced and Wells installed south of Hoke St. building.

Well Construction
Information
Depth
From - To Soil / Rock Description /
Comments
OVA / PID
(ppm) @
Depth
Borehole Dia: 0’ – 10’ Orange brown micaceous clayey SILT 0
Riser Type:
Diameter: PID Scans at Every Foot for 10 Feet 0 @ Each
Screen Type:
Riser Interval:
Screen Interval:
Slot Size:
Grout Type:
Grout Interval:
Bentonite Type:
Bentonite Interval:
Filter Pack:
Filter Interval:
Total Depth:
R.P.* Elevation:
Water Level Information
Date/Time D.T.W.*

Boring/Well Construction Log

Boring/Well ID #: S-2 Purpose: LSA @ Nyetech Release
Well Permit #: N/A Contractor: Quantex
Project Name: Hoke St, Passage Home Driller: JD Barker
Project #.: R16-161 Registration #: 3106A
Geologist: Tom Proctor Equipment: GeoProbe DPT
Date: 7/29/16 Weather: Clear and hot
Comments: Follow up SOIL investigation related to reported Nyetech releases.
Boring advanced and Wells installed south of Hoke St. building.

Well Construction
Information
Depth
From - To Soil / Rock Description /
Comments
OVA / PID
(ppm) @
Depth
Borehole Dia: 0’ – 10’ Orange brown micaceous clayey SILT 0
Riser Type:
Diameter: PID Scans at Every Foot for 10 Feet 0 @ Each
Screen Type:
Riser Interval: Laboratory Sample Collected from 1’ – 3’
Screen Interval:
Slot Size:
Grout Type:
Grout Interval:
Bentonite Type:
Bentonite Interval:
Filter Pack:
Filter Interval:
Total Depth:
R.P.* Elevation:
Water Level Information
Date/Time D.T.W.*

Boring/Well Construction Log

Boring/Well ID #: S-3 Purpose: LSA @ Nyetech Release
Well Permit #: N/A Contractor: Quantex
Project Name: Hoke St, Passage Home Driller: JD Barker
Project #.: R16-161 Registration #: 3106A
Geologist: Tom Proctor Equipment: GeoProbe DPT
Date: 7/29/16 Weather: Clear and hot
Comments: Follow up SOIL investigation related to reported Nyetech releases.
Boring advanced and Wells installed south of Hoke St. building.

Well Construction
Information
Depth
From - To Soil / Rock Description /
Comments
OVA / PID
(ppm) @
Depth
Borehole Dia: 0’ – 10’ Orange brown micaceous clayey SILT 0
Riser Type:
Diameter: PID Scans at Every Foot for 10 Feet 0 @ Each
Screen Type:
Riser Interval: Laboratory Sample Collected from 1’ – 3’
Screen Interval:
Slot Size:
Grout Type:
Grout Interval:
Bentonite Type:
Bentonite Interval:
Filter Pack:
Filter Interval:
Total Depth:
R.P.* Elevation:
Water Level Information
Date/Time D.T.W.*

Boring/Well Construction Log

Boring/Well ID #: S-4 Purpose: LSA @ Nyetech Release
Well Permit #: N/A Contractor: Quantex
Project Name: Hoke St, Passage Home Driller: JD Barker
Project #.: R16-161 Registration #: 3106A
Geologist: Tom Proctor Equipment: GeoProbe DPT
Date: 7/29/16 Weather: Clear and hot
Comments: Follow up SOIL investigation related to reported Nyetech releases.
Boring advanced and Wells installed south of Hoke St. building.

Well Construction
Information
Depth
From - To Soil / Rock Description /
Comments
OVA / PID
(ppm) @
Depth
Borehole Dia: 0’ – 10’ Orange brown micaceous clayey SILT 0
Riser Type:
Diameter: PID Scans at Every Foot for 10 Feet 0 @ Each
Screen Type:
Riser Interval: Laboratory Sample Collected from 1’ – 3’
Screen Interval:
Slot Size:
Grout Type:
Grout Interval:
Bentonite Type:
Bentonite Interval:
Filter Pack:
Filter Interval:
Total Depth:
R.P.* Elevation:
Water Level Information
Date/Time D.T.W.*

Boring/Well Construction Log

Boring/Well ID #: S-5 Purpose: LSA @ Nyetech Release
Well Permit #: N/A Contractor: Quantex
Project Name: Hoke St, Passage Home Driller: JD Barker
Project #.: R16-161 Registration #: 3106A
Geologist: Tom Proctor Equipment: GeoProbe DPT
Date: 7/29/16 Weather: Clear and hot
Comments: Follow up SOIL investigation related to reported Nyetech releases.
Boring advanced and Wells installed south of Hoke St. building.

Well Construction
Information
Depth
From - To Soil / Rock Description /
Comments
OVA / PID
(ppm) @
Depth
Borehole Dia: 0’ – 10’ Orange brown micaceous clayey SILT 0
Riser Type:
Diameter: PID Scans at Every Foot for 10 Feet 0 @ Each
Screen Type:
Riser Interval: Laboratory Sample Collected from 1’ – 3’
Screen Interval:
Slot Size:
Grout Type:
Grout Interval:
Bentonite Type:
Bentonite Interval:
Filter Pack:
Filter Interval:
Total Depth:
R.P.* Elevation:
Water Level Information
Date/Time D.T.W.*

Boring/Well Construction Log

Boring/Well ID #: S-6 Purpose: LSA @ Nyetech Release
Well Permit #: N/A Contractor: Quantex
Project Name: Hoke St, Passage Home Driller: JD Barker
Project #.: R16-161 Registration #: 3106A
Geologist: Tom Proctor Equipment: GeoProbe DPT
Date: 7/29/16 Weather: Clear and hot
Comments: Follow up SOIL investigation related to reported Nyetech releases.
Boring advanced and Wells installed south of Hoke St. building.

Well Construction
Information
Depth
From - To Soil / Rock Description /
Comments
OVA / PID
(ppm) @
Depth
Borehole Dia: 0’ – 10’ Orange brown micaceous clayey SILT 0
Riser Type:
Diameter: PID Scans at Every Foot for 10 Feet 0 @ Each
Screen Type:
Riser Interval: Laboratory Sample Collected from 1’ – 3’
Screen Interval:
Slot Size:
Grout Type:
Grout Interval:
Bentonite Type:
Bentonite Interval:
Filter Pack:
Filter Interval:
Total Depth:
R.P.* Elevation:
Water Level Information
Date/Time D.T.W.*

Boring/Well Construction Log

Boring/Well ID #: S-7 Purpose: LSA @ Nyetech Release
Well Permit #: N/A Contractor: Quantex
Project Name: Hoke St, Passage Home Driller: JD Barker
Project #.: R16-161 Registration #: 3106A
Geologist: Tom Proctor Equipment: GeoProbe DPT
Date: 7/29/16 Weather: Clear and hot
Comments: Follow up SOIL investigation related to reported Nyetech releases.
Boring advanced and Wells installed south of Hoke St. building.

Well Construction
Information
Depth
From - To Soil / Rock Description /
Comments
OVA / PID
(ppm) @
Depth
Borehole Dia: 0’ – 10’ Orange brown micaceous clayey SILT 0
Riser Type:
Diameter: PID Scans at Every Foot for 10 Feet 0 @ Each
Screen Type:
Riser Interval: Laboratory Sample Collected from 1’ – 3’
Screen Interval:
Slot Size:
Grout Type:
Grout Interval:
Bentonite Type:
Bentonite Interval:
Filter Pack:
Filter Interval:
Total Depth:
R.P.* Elevation:
Water Level Information
Date/Time D.T.W.*

Boring/Well Construction Log

Boring/Well ID #: S-8 Purpose: LSA @ Nyetech Release
Well Permit #: N/A Contractor: Quantex
Project Name: Hoke St, Passage Home Driller: JD Barker
Project #.: R16-161 Registration #: 3106A
Geologist: Tom Proctor Equipment: GeoProbe DPT
Date: 7/29/16 Weather: Clear and hot
Comments: Follow up SOIL investigation related to reported Nyetech releases.
Boring advanced and Wells installed south of Hoke St. building.

Well Construction
Information
Depth
From - To Soil / Rock Description /
Comments
OVA / PID
(ppm) @
Depth
Borehole Dia: 0’ – 10’ Orange brown micaceous clayey SILT 0
Riser Type:
Diameter: PID Scans at Every Foot for 10 Feet 0 @ Each
Screen Type:
Riser Interval: Laboratory Sample Collected from 1’ – 3’
Screen Interval:
Slot Size:
Grout Type:
Grout Interval:
Bentonite Type:
Bentonite Interval:
Filter Pack:
Filter Interval:
Total Depth:
R.P.* Elevation:
Water Level Information
Date/Time D.T.W.*

Boring/Well Construction Log

Boring/Well ID #: S-9 Purpose: LSA @ Nyetech Release
Well Permit #: N/A Contractor: Quantex
Project Name: Hoke St, Passage Home Driller: JD Barker
Project #.: R16-161 Registration #: 3106A
Geologist: Tom Proctor Equipment: GeoProbe DPT
Date: 7/29/16 Weather: Clear and hot
Comments: Follow up SOIL investigation related to reported Nyetech releases.
Boring advanced and Wells installed south of Hoke St. building.

Well Construction
Information
Depth
From - To Soil / Rock Description /
Comments
OVA / PID
(ppm) @
Depth
Borehole Dia: 0’ – 10’ Orange brown micaceous clayey SILT 0
Riser Type:
Diameter: PID Scans at Every Foot for 10 Feet 0 @ Each
Screen Type:
Riser Interval: Laboratory Sample Collected from 1’ – 3’
Screen Interval:
Slot Size:
Grout Type:
Grout Interval:
Bentonite Type:
Bentonite Interval:
Filter Pack:
Filter Interval:
Total Depth:
R.P.* Elevation:
Water Level Information
Date/Time D.T.W.*

Boring/Well Construction Log

Boring/Well ID #: S-10 Purpose: LSA @ Nyetech Release
Well Permit #: N/A Contractor: Quantex
Project Name: Hoke St, Passage Home Driller: JD Barker
Project #.: R16-161 Registration #: 3106A
Geologist: Tom Proctor Equipment: GeoProbe DPT
Date: 7/29/16 Weather: Clear and hot
Comments: Follow up SOIL investigation related to reported Nyetech releases.
Boring advanced and Wells installed south of Hoke St. building.

Well Construction
Information
Depth
From - To Soil / Rock Description /
Comments
OVA / PID
(ppm) @
Depth
Borehole Dia: 0’ – 10’ Orange brown micaceous clayey SILT 0
Riser Type:
Diameter: PID Scans at Every Foot for 10 Feet 0 @ Each
Screen Type:
Riser Interval: Laboratory Sample Collected from 1’ – 3’
Screen Interval:
Slot Size:
Grout Type:
Grout Interval:
Bentonite Type:
Bentonite Interval:
Filter Pack:
Filter Interval:
Total Depth:
R.P.* Elevation:
Water Level Information
Date/Time D.T.W.*

Boring/Well Construction Log

Boring/Well ID #: S-11 Purpose: LSA @ Nyetech Release
Well Permit #: N/A Contractor: Quantex
Project Name: Hoke St, Passage Home Driller: JD Barker
Project #.: R16-161 Registration #: 3106A
Geologist: Tom Proctor Equipment: GeoProbe DPT
Date: 7/29/16 Weather: Clear and hot
Comments: Follow up SOIL investigation related to reported Nyetech releases.
Boring advanced and Wells installed south of Hoke St. building.

Well Construction
Information
Depth
From - To Soil / Rock Description /
Comments
OVA / PID
(ppm) @
Depth
Borehole Dia: 0’ – 10’ Orange brown micaceous clayey SILT 0
Riser Type:
Diameter: PID Scans at Every Foot for 10 Feet 0 @ Each
Screen Type:
Riser Interval: Laboratory Sample Collected from 1’ – 3’
Screen Interval:
Slot Size:
Grout Type:
Grout Interval:
Bentonite Type:
Bentonite Interval:
Filter Pack:
Filter Interval:
Total Depth:
R.P.* Elevation:
Water Level Information
Date/Time D.T.W.*

Boring/Well Construction Log

Boring/Well ID #: S-12 Purpose: LSA @ Nyetech Release
Well Permit #: N/A Contractor: Quantex
Project Name: Hoke St, Passage Home Driller: JD Barker
Project #.: R16-161 Registration #: 3106A
Geologist: Tom Proctor Equipment: GeoProbe DPT
Date: 7/29/16 Weather: Clear and hot
Comments: Follow up SOIL investigation related to reported Nyetech releases.
Boring advanced and Wells installed south of Hoke St. building.

Well Construction
Information
Depth
From - To Soil / Rock Description /
Comments
OVA / PID
(ppm) @
Depth
Borehole Dia: 0’ – 10’ Orange brown micaceous clayey SILT 0
Riser Type:
Diameter: PID Scans at Every Foot for 10 Feet 0 @ Each
Screen Type:
Riser Interval: Laboratory Sample Collected from 1’ – 3’
Screen Interval:
Slot Size:
Grout Type:
Grout Interval:
Bentonite Type:
Bentonite Interval:
Filter Pack:
Filter Interval:
Total Depth:
R.P.* Elevation:
Water Level Information
Date/Time D.T.W.*

Boring/Well Construction Log

Boring/Well ID #: S-13 Purpose: LSA @ Nyetech Release
Well Permit #: N/A Contractor: Quantex
Project Name: Hoke St, Passage Home Driller: JD Barker
Project #.: R16-161 Registration #: 3106A
Geologist: Tom Proctor Equipment: GeoProbe DPT
Date: 7/29/16 Weather: Clear and hot
Comments: Follow up SOIL investigation related to reported Nyetech releases.
Boring advanced and Wells installed south of Hoke St. building.

Well Construction
Information
Depth
From - To Soil / Rock Description /
Comments
OVA / PID
(ppm) @
Depth
Borehole Dia: 0’ – 10’ Orange brown micaceous clayey SILT 0
Riser Type:
Diameter: PID Scans at Every Foot for 10 Feet 0 @ Each
Screen Type:
Riser Interval: Laboratory Sample Collected from 1’ – 3’
Screen Interval:
Slot Size:
Grout Type:
Grout Interval:
Bentonite Type:
Bentonite Interval:
Filter Pack:
Filter Interval:
Total Depth:
R.P.* Elevation:
Water Level Information
Date/Time D.T.W.*

Boring/Well Construction Log

Boring/Well ID #: S-14 Purpose: LSA @ Nyetech Release
Well Permit #: N/A Contractor: Quantex
Project Name: Hoke St, Passage Home Driller: JD Barker
Project #.: R16-161 Registration #: 3106A
Geologist: Tom Proctor Equipment: GeoProbe DPT
Date: 7/29/16 Weather: Clear and hot
Comments: Follow up SOIL investigation related to reported Nyetech releases.
Boring advanced and Wells installed south of Hoke St. building.

Well Construction
Information
Depth
From - To Soil / Rock Description /
Comments
OVA / PID
(ppm) @
Depth
Borehole Dia: 0’ – 10’ Orange brown micaceous clayey SILT 0
Riser Type:
Diameter: PID Scans at Every Foot for 10 Feet 0 @ Each
Screen Type:
Riser Interval: Laboratory Sample Collected from 1’ – 3’
Screen Interval:
Slot Size:
Grout Type:
Grout Interval:
Bentonite Type:
Bentonite Interval:
Filter Pack:
Filter Interval:
Total Depth:
R.P.* Elevation:
Water Level Information
Date/Time D.T.W.*