HomeMy WebLinkAbout09020_West End Village_EMP_20170217ENVIRONMENTAL MANAGEMENT PLAN
WEST END STATION APARTMENTS
For Brownfield Properties:
West End Ventures
322 North Green Street
(BPN: 09020-05-34)
&
Brookstown
955 Brookstown Avenue
(BPN: 18028-14-34)
Winston-Salem, NC
Prepared For:
CCC West End Station / DPJ Residential LLC
Date: February 17, 2017
Prepared By:
Piedmont Industrial Services, Inc.
1680 Lowery Street
Winston-Salem, NC 27101
(336) 722-6505
________________
Tom Lennon
Project Manager, P.G.
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TABLE OF CONTENTS
1.0 Environmental Management Plan 1-15
LIST OF TABLES
1 Proposed Construction Schedule
2 Cut-Fill Summary Table
LIST OF FIGURES
1 USGS Topographic Map
2 Site Layout Map
3 West End Station - Proposed Site Layout Map
4 West End Station Rendering
5 West End Station- Grading Plan Cut/Fill Exhibit
6 Proposed Sample Locations- Work Plan
LIST OF APPENDICES
A Draft Final Plat Map
B Draft Civil Engineering Plans
C Architectural Plans
D ECS Asbestos Inspection Report
E Environmental Data for 322 North Green Street -BPN: 09020-05-34
F Environmental Data for 955 Brookstown Avenue- BPN: 18028-14-34
G Proposed Brownfield Work Plan
H Contingency Plan for Unknown Conditions
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EMP Form ver.1, October 23, 2014
NORTH CAROLINA BROWNFIELDS PROGRAM
ENVIRONMENTAL MANAGEMENT PLAN
This form is to be used to prepare an Environmental Management Plan (EMP) for projects in the
North Carolina Brownfields Program at the direction of a project manager for the program.
Prospective Developers and/or their consultants must complete and submit this form and all
pertinent attachments to their project manager prior to any site earthmoving or other
development related activities. For the resultant EMP to be valid for use, it must be completed,
reviewed by the program, and signed by all signers at the bottom. Consult your project
manager if you have questions.
GENERAL INFORMATION
Date: 2/17/2017
Brownfields Assigned Project Name: The proposed development is for the construction of an
apartment complex. It will be comprised of two existing Brownfield properties: Brookstown (BPN #
18028-14-34) and West End Ventures LLC (BPN # 09020-05-34). Both properties are located in the
Winston-Salem, downtown business district. The properties are located at 955 Brookstown Avenue and
322 North Green Street (see Figure 1). The proposed development is for the West End Station
Apartments. The proposed will include the entire 955 Brookstown property (1.83 acres) and a portion of
Tract 2 (322 North Green- southern 2.43 acres) of the West End Ventures Brownfield site (see Figure 2).
Both properties are currently owned by Fourth Street Ventures LLC. The plan is to subdivide the 322
North Green St, property and combined it with the entire 955 Brookstown Avenue property for the
development of the proposed apartment complex (totaling 4.259 acres). The address will be known as
206 North Green Street. A draft final plat map for the proposed development is contained in Appendix
A.Fourth Street Ventures LLC will retain ownership of the north portion of the 322 North Green Street
property (1.19 acres) for future development.
Brownfields Project Number: Brookstown (18028-14-34) & West End Ventures LLC (09020-05-34)
Brownfields Property Address: Both properties are located in the Winston-Salem, downtown business
district (Figure 1). The properties are located at 955 Brookstown Avenue and 322 North Green Street
(see Figure 2). The 332 North Green Street property is planned to be subdivided prior to sale. Fourth
Street Ventures LLC will retain ownership of the northern portions of the property (approximately 1.19
acres) in the former location of the Folwer Apartments and Office Buildings (see Figure 2 & Appendix A).
Brownfields Property Area (acres): As seen in Figure 2, the proposed development will combined the
955 Brookstown property (1.83 acres) along with southern portion (2.43 acres) of the 322 North Green
Street property. The plan is to subdivide the 322 North Green St, property and combined the it with the
955 Brookstown property for the development of the proposed West End Station apartment complex
(totaling 4.259 acres). The address will be known as 206 North Green Street. A draft final plat map for
the proposed development is contained in Appendix A.
Is Brownfields Property Subject to RCRA Permit? ☐ Yes X No
If yes enter Permit No.: Click here to enter text.
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EMP Form ver.1, October 23, 2014
Is Brownfields Property Subject to a Solid Waste Permit? ☐ Yes X No
If yes, enter Permit No.: Click here to enter text.
COMMUNICATIONS
Prospective Developer (PD): CCC West End Station LLC (an entity owned by Chaucer Creek Capital LLC)
William M. McClatchey, Jr. 3605 Glenwood Ave Suite 445 Raleigh, NC 27612
Phone Numbers: Office: (919) 926-1872 …..Mobile: Click here to enter text.
Email: billy@chaucercreek.com
Primary PD Contact: DPJ Residential, LLC. Porter Jones 1539 Tippah Park Court, Charlotte, NC 28205
Phone Numbers: Office: (980) 226-5381 Mobile: (404) 735-2134
Email: pjones@dpjresidential.com
Environmental Consultant: Piedmont Industrial Services, Tom Lennon, 1680 Lowery Street, Winston-
Salem, NC 27101
Phone Numbers: Office: 336-722-6505…..Mobile: 336-34-0597
Email: t.lennon@pis-inc.com
Brownfields Program Project Manager: James Rudder
Office: 919-707-8381
Email: james.rudder@ncdenr.gov
Other DENR Program Contacts (if applicable, i.e., UST Section, Inactive Hazardous Site Branch,
Hazardous Waste, Solid Waste): Click here to enter text.
NOTIFICATIONS TO THE BROWNFIELDS PROGRAM
Advance Notification Times to Brownfields Project Manager: Check each box to accept minimum
notice periods (in calendar days) for each type of onsite task:
On-site assessment or remedial activities: Within 10 days X
Construction or grading start: Within 10 days X
Discovery of stained soil, odors, USTs, buried drums or waste, landfill, or other signs of previously
unknown contamination: Within 48 hours X
Implementation of emergency actions (e.g. dewatering, flood, or soil erosion control
measures in area of contamination, venting of explosive environments):
Within 48 hours X
Installation of mitigation systems: Within 10 days X
Other notifications as required by local, state or federal agencies to implement
redevelopment activities: (as applicable): Within 30 days X
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EMP Form ver.1, October 23, 2014
REDEVELOPMENT PLANS
1)Type of Redevelopment (check all that apply):
x Residential ☐ Recreational ☐ Institutional ☐ Commercial ☐ Office ☐Retail ☐ Industrial
☐Other specify: Click here to enter text.
2)Summary of Redevelopment Plans (attach conceptual or detailed plans as available):
a)Do plans include demolition of structure(s)?: x Yes ☐ No ☐ Unknown
b)Do plans include removal of building foundation slab(s) or pavement:
x Yes ☐ No ☐ Unknown
c)Provide brief summary of redevelopment plans, including demolition, removal of building
slabs/pavement and other structures: The proposed West End Station apartment complex
will be a five story apartment building that will contain 210 residential apartment units (see
Figure 3). As indicated in figure 3, an open air parking garage will be located beneath the
western portion of structure, over the entire Brookstown portion of the site. The most recent
civil engineering plans for the proposed earthwork and grading are included in Appendix B. A
copy of the most recent architectural site plans are included in Appendix C. Development plans
include the demolition and removal of all remaining building structures, building slabs and
paved surfaces on the proposed property. An asbestos assessment was completed for the site
by ECS Carolinas LLP (See Appendix D). Prior to demolition of building structures, asbestos
abatement will be completed in accordance with all local, state and federal requirements.
3)Which category of risk-based screening level is used or is anticipated to be specified in the
Brownfields Agreement?
x Residential ☐ Non-residential or Industrial/Commercial
Note: If children frequent the property, residential screening levels shall be cited in the Brownfields
Agreement for comparison purposes.
4)Schedule for Redevelopment (attach construction schedule):
a)Phase I start date and anticipated duration (specify activities during each phase):
2/28/2017
See Table1 for details.
b)If applicable, Phase 2 start date and anticipated duration (specify activities during each
phase):
c)Additional phases planned? If yes, specify activities if known:
☐Yes X No ☐ Not in the foreseeable future ☐Decision pending
d)Provide the planned date of occupancy for new buildings: March of 2018
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EMP Form ver.1, October 23, 2014
CONTAMINATED MEDIA
Contaminated Media (attach tabulated data summaries for each impacted media and figure(s) with
sample locations):
Part 1. Soil: x Yes ☐ No ☐ Suspected
Part 2. Groundwater: x Yes ☐ No ☐ Suspected
Part 3. Surface Water: ☐Yes x No ☐ Suspected
Part 4. Sediment: ☐Yes x No ☐ Suspected
Part 5. Soil Vapor: x Yes ☐ No ☐ Suspected
Part 6. Sub-Slab Soil Vapor: ☐Yes x No ☐ Suspected
Part 7. Indoor Air: ☐Yes x No ☐ Suspected
PART 1. SOIL – Please fill out the information below, using detailed site plans, if available, or estimate
using known areas of contaminated soil and a conceptual redevelopment plan. Provide a figure
overlaying new construction onto figure showing contaminated soil and groundwater locations.
1)Known or suspected contaminants in soil (list specific compounds): No known environmentally
impacted soils currently exist on the North Green Street portion of the property to be included in
the proposed site development. Environmental impacts for this Brownfield property were
predominantly associated with other nearby portions of the West End Brownfield property that are
not included in the proposed site. However, approximately 50 cubic yards of petroleum impacted
soils were removed and disposed of as the result of the closure of an AST (waste oil) that was
located adjacent to the Modern Chevrolet warehouse that is located on the subject site. The
location of the former AST is presented in Figure 2. Additional details regarding the AST closure are
presented in Appendix E. As indicated in Appendix E, laboratory testing completed after the AST
closure efforts did not indicate the need for additional remedial action. As indicated in Appendix E,
previous assessment activities also indicate that soil and groundwater petroleum impacts still
remain beneath the condominiums currently located on the adjacent property were the Former
Modern Chevrolet showroom and garage was located and the northern portion of the 322 North
Green Street property not included in this development (see Figure 2- Former Fowler Office Building
and Apartments). Based on available data, these impacts are not suspected to have impacted the
subject site. A Notice of Residual Petroleum (NORP) was placed on these properties in addition to
the Brownfield Agreement. A summary of environmental data for the 955 Brookstown portion of
the site is presented in Appendix F. As indicated in the attached report, petroleum impacted soils
currently exist in the vicinity of the of the former Fritz Motors facility, near the intersection of
Brookstown Avenue and Burke Street (see Figure 2). Results of the assessment activities indicated
the presence of petroleum impacted soils in borings (SB1-SB-6) installed in the vicinity of the former
gasoline UST basin (Figure 1 & Table 1- Appendix F). Detected soil impacts ranged from 3 to 25 feet
below surface grade and were evidenced below NCDENR-DWM residential MSCCs. In addition to the
above, groundwater and soil vapor contamination due to an off-site chlorinated solvent release was
identified in this area (see figure 2 – Area of Vapor Concern). No petroleum impacts were evidenced
in the collected groundwater samples above 15A NCAC 2L groundwater standards.
2)Depth of known or suspected contaminants (feet): North Green Portion of Site: Currently no
known soil impacts exist on this portion of the site. To be confirmed pending the results of the
proposed Brownfield Work Plan presented in Appendix G. Brookstown Portion of Site: Petroleum
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EMP Form ver.1, October 23, 2014
impacted soils exist in the northwestern portion of the site at depths ranging from 3-25 feet below
surface grade (see Figure 5).
3)Area of soil disturbed by redevelopment (square feet): Extensive grading is anticipated for this
project. The affected area would include essentially the entire property (approximately 185,530
square feet or 4.26 acres). With the exception of the installation of utility trenches and storm water
control devices, it is not anticipated that impacted soils will be disturbed as a result of the property
redevelopment. As indicated in the Cut/Fill Exhibit present in Figure 5, the area of the site containing
known petroleum impacts is not located in area requiring substantial excavation.
4)Depths of soil to be excavated (feet): See Figure 5 and Table 2.
5)Estimated volume of soil (cubic yards) to be excavated (attach grading plan): Approximately
12,453 cubic yards of soil (cut) are planned to be excavated from the North Green portion of the site
to be used as fill predominantly on the Brookstown portion of the site (see Figure 5). Results of the
proposed assessment presented in Appendix G is intended to provide laboratory data necessary for
the prescreening of these soils to determine their suitability for this purpose.
6)Estimated volume of excavated soil (cubic yards) anticipated to be impacted by contaminants:
With the exception of the installation of utility trenches and storm water control devices, installed in
the vicinity of the Former Fritz Motors facility (See Figure 5), at this time, no significant grading or
excavation in areas of suspected soil contamination are planned for the proposed redevelopment
activities. However, all excavated soils removed from the Area of Vapor Concern depicted in Figure
5, will be segregated and will remain on this portion of the site, be disposed of at an appropriate off-
site location or used as backfill elsewhere on the site pending approval by the NCDENR.
7)Estimated volume of contaminated soil expected to be disposed of offsite, if applicable:
The volume of impacted soils anticipated to be excavated is currently unknown, but is considered to
be minimal. However, it is currently anticipated that approximately 2,000 cubic yards of unsuitable
surface soils may require off-site disposal. These soils will be disposed of at the Hanes Mill Landfill
(subtitle D), pending approval from the landfill and/or potentially used as backfill elsewhere on the
site pending NCDENR approval.
IMPORTED FILL SOIL
1)Will fill soil be imported to the site? X Yes ☐ No ☐ Unknown
2)If yes, what is the estimated volume of fill soil to be imported? Approximately 12,453 cubic yards
of soil (cut) are planned to be excavated from the North Green portion of the site to be used as fill
predominantly on the Brookstown portion of the site (see Figure 5). Results of the proposed
assessment presented in Appendix G is intended to provide laboratory data necessary for the
prescreening of these soils to determine their suitability for this purpose. Based on current plans,
approximately 100 cubic yards of additional imported fill materials may be required to complete the
grading activities.
3)If yes, what is the depth of fill soil to be used at the property? See Figure 5 and Table 2
If a range of depths, please list the range.
4)PRIOR TO ITS PLACEMENT AT THE BROWNFIELDS PROPERTY, provide plan to analyze fill soil to
demonstrate that it meets acceptable standards and can be considered clean for use at the
Brownfields property (Check all that apply):
X Volatile organic compounds (VOCs) by EPA Method 8260
X Semi-volatile organic compounds (SVOCs) by EPA Method 8270
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EMP Form ver.1, October 23, 2014
X Metals RCRA List (8) (arsenic, barium, cadmium, chromium (speciated), mercury, lead,
selenium and silver)
☐Metals –Hazardous Substance List -14 (antimony, arsenic, beryllium, cadmium, chromium
(speciated according to IHSB protocol), copper, lead, manganese, mercury, nickel, selenium, silver,
thallium, and zinc)
☐Metals – EPA Priority Pollutant List – 13 (arsenic, beryllium, cadmium, chromium (speciated
according to IHSB protocol), copper, mercury, nickel, lead, antimony, selenium, silver, thallium, and
zinc)
☐Other Constituents & Analytical Method: Click here to enter text.
X Known borrow material (DESCRIBE SOURCE AND ATTACH SAMPLING PROFILE):
As previously indicated, the majority of borrow material for this project will come from the West End
Brownfield portion of the site. Results of the proposed assessment presented in Appendix G is
intended to provide laboratory data necessary for the prescreening of these soils to determine their
suitability for this purpose. Any additional borrow materials needed will receive laboratory testing in
accordance with the methods indicated above.
MANAGING ONSITE SOIL
1)If soil in known or suspected areas of contamination is anticipated to be excavated from the
Brownfield Property, relocated on the Brownfields Property,or otherwise disturbed during site
grading or other redevelopment activities, please provide a grading plan that clearly illustrates
areas of cut and fill (approximate areas & volumes are acceptable, if only preliminary data
available).
2)HAZARDOUS WASTE DETERMINATION – Does the soil contain a LISTED WASTE as defined in the
North Carolina Hazardous Waste Section under 40 CFR Part 261.31-261.35? ☐ Yes X No
If yes, explain why below, including the level of knowledge regarding processes generating the
waste( include pertinent analytical results as needed). Click here to enter text.
If yes, do the soils exceed the “Contained-Out” levels in Attachment 1 of the North Carolina
Contained-In Policy? ☐ Yes X No
NOTE: IF SOIL MEETS THE DEFINITION OF A LISTED HAZARDOUS WASTE AND EXCEEDS THE
CONTAINED-OUT LEVELS IN ATTACHMENT 1 TO THE NORTH CAROLINA CONTAINED-IN POLICY THE
SOIL MAY NOT BE RE-USED ON SITE AND MUST BE DISPOSED OF IN ACCORDANCE WITH DENR
HAZARDOUS WASTE SECTION RULES AND REGULATIONS.
3)HAZARDOUS WASTE DETERMINATION – Does the soil contain a CHARACTERISTIC WASTE?:
☐Yes X No
If yes, mark reason(s) why below (and include pertinent analytical results).
☐Ignitability
☐Corrosivity
☐Reactivity
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EMP Form ver.1, October 23, 2014
☐Toxicity
☐TCLP results
☐Rule of 20 results (20 times total analytical results for an individual hazardous
constituent on TCLP list cannot, by test method, exceed regulatory TCLP standard)
If no, explain rationale: Currently, no known soil impacts are known to exist that would exhibit
contaminant concentrations that would be indicative of a hazardous waste.
NOTE: IF SOIL MEETS THE DEFINITION OF A CHARACTERISTIC HAZARDOUS WASTE, THE SOIL MAY NOT
BE RE-USED ON SITE AND MUST BE DISPOSED OF IN ACCORDANCE WITH DENR HAZARDOUS WASTE
SECTION RULES AND REGULATIONS.
4)Screening criteria by which soil disposition decisions will be made (e.g., left in place, capped in
place with low permeability barrier, removed to onsite location and capped, removed offsite):
X Preliminary Health-Based Residential SRGs Click here to enter a date.
☐Preliminary Health-Based Industrial/Commercial SRGs Click here to enter a date.
☐Site-specific risk-based cleanup level, or acceptable concentrations determined via
calculated cumulative risk. Enter details of methods used for determination/explanation:
Click here to enter text.
5)Check the following action(s) to be taken during excavation and management of said soils:
☐Manage fugitive dust from site:
☐Yes X No
If yes, describe method; If no, explain rationale:
In the event that potentially impacted soil is encountered during site redevelopment, the contractor will
take into account conditions such as wind speed, wind direction, and moisture content of soil.
Stockpiles of impacted soil will be covered with plastic sheeting when not in use (and overnight) to
control dust levels and stormwater erosion.
☐Field Screening:
X Yes ☐ No
If yes, describe method; If no, explain rationale: During the grading activities, the
Environmental Consultant will visit the site a daily basis to observe the grading activities and complete
field screening on excavated soils. Field screening will include headspace analysis off collected samples
to be conducted with a photo- ionization detector (PID).
X Soil Sample Collection:
X Yes ☐ No
If yes, describe method (e.g., in-situ grab, composite, stockpile, etc.); If no, explain rationale:
During the grading activities, the Environmental Consultant will visit the site a daily basis to observe the
grading activities and complete field screening on excavated soils. Field screening will include headspace
analysis off collected in-situ grab samples to be conducted with a photo- ionization detector (PID). In
addition, potentially impacted soils may be segregated and soil samples may be collected for laboratory
analysis as needed.
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EMP Form ver.1, October 23, 2014
X Stockpile impacted soil in accordance with NCDENR IHSB protocol in the current version of
the “Guidelines for Assessment and Cleanup”, and providing erosion control, prohibiting
contact between surface water/precipitation and contaminated soil, and preventing
contaminated runoff. Explain any variances:
In the event any potential contaminated soils are encountered during construction activities,
these soils will be segregated and stockpiled under plastic in accordance with NCDENR IHSB
protocol. Representative soil samples will be collected and analyzed by the methods indicated
below. Any impacted soils will either be transported off site for proper disposal or pre-approved
by the NCDENR for re-use as fill within the Brownfield property from which it was sourced.
x Analyze potentially impacted soil for the following chemical analytes:
x Volatile organic compounds (VOCs) by EPA Method 8260
x Semi-volatile organic compounds (SVOCs) by EPA Method 8270
x Metals RCRA List (8) (arsenic, barium, cadmium, chromium (speciated), mercury,
lead, selenium and silver)
☐Metals –Hazardous Substance List -14 (antimony, arsenic, beryllium, cadmium,
chromium (speciated according to IHSB protocol), copper, lead, manganese, mercury, nickel,
selenium, silver, thallium, and zinc)
☐Metals – EPA Priority Pollutant List – 13 (arsenic, beryllium, cadmium, chromium
(speciated according to IHSB protocol), copper, mercury, nickel, lead, antimony, selenium, silver,
thallium, and zinc)
☐Other Constituent(s) & Analytical Method(s): Click here to enter text.
X Proposed Measures to Obtain Pre-Approval for Reuse of Impacted Soil within the
Brownfields Property Boundary
X Provide documentation of analytical report(s) to Brownfields Project Manager
X Provide documentation of final location, thickness and depth of relocated soil on
site map to Brownfields Project Manager once known
☐Use geotextile to mark depth of fill material (provide description of material)
Manage soil under impervious cap or clean fill
Describe cap or fill: (provide location diagram)
☐Confer with NC BF Project Manager if Brownfield Plat must be revised (or re-
recorded if actions are Post-Recordation).
X Other:
Approximately 12,453 cubic yards of soil (cut) are planned to be excavated from the North Green
portion of the site to be used as fill predominantly on the Brookstown portion of the site (see Figure 5).
Give the limited space available on site; it would not be practical or feasible to stockpile soils prior to
laboratory testing. Results of the proposed assessment presented in Appendix G is intended to
provide laboratory data necessary for the prescreening of these soils to determine their suitability for
this purpose. The boring locations for the proposed assessment activities are presented in Figure 6.
As previously indicated, field screening on excavated soils will be conducted during the excavation
activities. Any potentially impacted soils will be segregated and stockpiled in accordance with NCDENR
IHSB protocol. Representative soil samples will be collected for laboratory analysis. Any impacted soils
will either be transported off site for proper disposal or pre-approved by the NCDENR for re-use as fill
within the Brownfield property from which it was sourced.
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EMP Form ver.1, October 23, 2014
☐Final grade sampling of exposed soil (i.e., soil that will not be under buildings or permanent
hardscape): [if not checked provide rationale for not needing]
Provide diagram of soil sampling locations, number of samples, and denote Chemical
Analytical Program with check boxes below (Check all that apply):
Given the urban nature of the proposed site development, little to no exposed soils will
exist upon project completion. As a result, no final grade sampling is currently proposed.
Volatile organic compounds (VOCs) by EPA Method 8260
☐Semi-volatile organic compounds (SVOCs) by EPA Method 8270
☐Metals RCRA List (8) (arsenic, barium, cadmium, chromium (speciated), mercury,
lead, selenium and silver)
☐Metals –Hazardous Substance List -14 (antimony, arsenic, beryllium, cadmium,
chromium (speciated according to IHSB protocol), copper, lead, manganese, mercury, nickel,
selenium, silver, thallium, and zinc)
☐Metals – EPA Priority Pollutant List – 13 (arsenic, beryllium, cadmium, chromium
(speciated according to IHSB protocol), copper, mercury, nickel, lead, antimony, selenium, silver,
thallium, and zinc)
☐Pesticides
☐PCBs
☐Other Constituents & Analytical Method:
OFFSITE TRANSPORT & DISPOSITION OF EXCAVATED SOIL
NOTE: Unless soil will be transported offsite for disposal in a permitted facility under applicable
regulations, no contaminated or potentially contaminated soil may leave the site without approval
from the brownfields program. Failure to obtain approval may violate a brownfields agreement,
endangering liability protections and making said action subject to enforcement. Justifications
provided below must be approved by the Program in writing prior to completing transport activities.
X Transport and dispose of impacted soil offsite (documentation of final disposition must be sent to
Brownfields Project Manager)
X Landfill – analytical program determined by landfill
☐Landfarm or other treatment facility Click here to enter text.
☐Use as Beneficial Fill Offsite – provide justification: Click here to enter text.
X Use as Beneficial Fill at another Suitable Brownfields Site – (Note: a determination that a
site is a “Suitable Brownfields” site will require, at a minimum, that similar concentrations of the same
or similar contaminants already exist at both sites, use of impacted soil as beneficial soil will not
increase the potential for risk to human health and the environment at that site, and that notarized
documentation of the acceptance of such soil from the property owner of the receiving site is
provided to Brownfields. Provide justification: Approximately 12,453 cubic yards of soil (cut) are
planned to be excavated from the North Green portion of the site to be used as fill predominantly on
the Brookstown portion of the site (see Figure 5). Results of the proposed assessment presented in
Appendix G is intended to provide laboratory data necessary for the prescreening of these soils in order
for the NCDENR to determine their suitability for this purpose. Currently, none of the excavated soils to
be used as fill are anticipated to be impacted.
MANAGEMENT OF UTILITY TRENCHES
☐Install liner between native impacted soils and base of utility trench before filling with clean fill
(Preferred)
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EMP Form ver.1, October 23, 2014
X Last out, first in principle for impacted soils (if soil can safely be reused onsite and is not a
hazardous waste), i.e., impacted soils are placed back at approximately the depths they were
removed from such that impacted soil is not placed at a greater depth than the original depth from
which it was excavated.
X Evaluate whether necessary to install barriers in conduits to prevent soil vapor transport, and/or
degradation of conduit materials due to direct impact with contaminants? Result: Yes □ No □
If no, include rationale here. Currently, no plans are considered necessary to install barriers in conduits
since minimal earthwork is anticipated within the area of the site containing known soil and
groundwater impacts. In the event contaminated soil and/or vapors are encountered in potential utility
trenches during redevelopment activities, the trench will be evacuated and appropriate safety screening
of the vapors will be performed to protect workers. If results indicate further action is warranted in
response to vapors to protect workers, appropriate engineering controls (such as of industrial fans) will
be implemented. Following approval from the NCDENR, additional engineering controls (barrier
material, etc.) will be utilized in the final utility trench installation.
If yes, provide specifications on barrier materials
Other comments regarding managing impacted soil in utility trenches:
PART 2. GROUNDWATER – Please fill out the information below and attach figure showing
distribution of groundwater contaminants at site
What is the depth to groundwater at the Brownfields Property? The depth to groundwater on the
North Green portion of the site is estimated to range from approximately 30 feet BSG on the western
portion and 40- 60 feet BSG on the eastern portion of the site. Based on the results of previous
assessments (Appendix E), bedrock with little to no overlying saturated soils (groundwater) likely exist
in the immediate vicinity of North Green Street. The depth to groundwater on the Brookstown portion
of the site is estimated to range from approximately 19-22 feet BSG (Appendix F).
Is groundwater known to be contaminated by ☐onsite ☐ offsite X both X or unknown sources?
Describe source(s): No groundwater contamination is known to exist on the North Green portion of the
proposed site. Additional groundwater sampling is proposed in this area (see Appendix G) to confirm
known groundwater impacts from off-site properties (Fowler Office/Apartment building and Modern
Chevrolet Showroom) have not impacted the subject site. Groundwater impacted with
tetrachloroethene (SW-4 = 25.8 ppb and SB-6 =3.55 ppb) has been detected in the northwestern
portion of the Brookstown portion of the site (See Appendix F). No other compounds were detected in
concentrations above 15A NCAC 2L Standards. The source of the detected contamination is suspected to
be a former dry cleaning facility located to the west of the subject site.
What is the direction of groundwater flow at the Brownfields Property? The direction of groundwater
flow on the site is predominantly to the west. However, available data would appear to indicate that
groundwater flow is to the east in northwestern portions of the Brookstown property.
Will groundwater likely be encountered during planned redevelopment activities? ☐ Yes X No
If yes, describe these activities:
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EMP Form ver.1, October 23, 2014
In the event that contaminated groundwater is encountered during redevelopment activities (even if
no is checked above), list activities for contingent management of groundwater (e.g., dewatering of
groundwater from excavations or foundations, containerizing, offsite disposal, discharge to sanitary
sewer, or sampling procedures): It is not anticipated that groundwater would be encountered during
redevelopment activities. However, if suspected impacted groundwater is encountered during
redevelopment activities, groundwater samples will be collected to determine if impacts are present. If
collected, groundwater samples will be analyzed for VOCs and SVOCs. If the analytical results do not
indicate the presence of any compounds above 15A NCAC 2L groundwater standards, then the
groundwater will be discharged in accordance with standard construction practices. If compounds are
detected above 15A NCAC 2L standards, the groundwater will be managed onsite, such as for use in dust
control.
PART 3. SURFACE WATER – Please fill out the information below.
Attach a map showing the location of surface water at the Brownfields Property.
Is surface water at the property known to be contaminated: ☐ Yes X No
Will workers or the public be in contact with surface water during planned redevelopment activities?
X Yes ☐ No
In the event that contaminated surface water is encountered during redevelopment activities, or
clean surface water enters open excavations, list activities for management of such events (e.g.
flooding, contaminated surface water run-off, stormwater impacts): . If surface water run-off gathers
in an open excavation during construction and the soil in the excavation is determined to be impacted,
appropriate worker safety measures will be undertaken. The accumulated water will be handled in
accordance with applicable local, state, and federal regulations.
PART 4. SEDIMENT – Please fill out the information below.
Is sediment at the property known to be contaminated: ☐ Yes X No
Will workers or the public be in contact with sediment during planned redevelopment activities?
☐Yes X No
If yes, attach a map showing location of known contaminated sediment at the property.
In the event that contaminated sediment is encountered during redevelopment activities, list
activities for management of such events (stream bed disturbance): Not applicable.
PART 5. SOIL VAPOR – Please fill out the information below.
Do concentrations of volatile organic compounds at the Brownfields property exceed the following
vapor intrusion screening levels in the following media:
IHSB Residential Screening Levels:
12
EMP Form ver.1, October 23, 2014
Soil Vapor: X Yes ☐ No ☐ Unknown
Groundwater: ☐ Yes X No ☐ Unknown
IHSB Industrial/Commercial Screening Levels:
Soil Vapor: X Yes No ☐ Unknown
Groundwater: ☐ Yes X No ☐ Unknown
Attach a map showing the location of soil vapor contaminants that exceed site screening levels.
If applicable, at what depth(s) is soil vapor known to be contaminated? As indicated in Appendix F,
laboratory results from previous assessments conducted on the Brookstown property indicated soil
vapor contamination at a depth of approximately 8 feet below surface grade. Detected concentrations of
tetrachloroethylene exceeded non-residential screening levels. Laboratory results for sub-slab vapor
testing on nearby building structures did not indicate the presence of any compounds in concentrations
exceeding residential vapor intrusion levels. No notable soil or groundwater impacts are known to
currently exist on the North Green Street portion of the site. As a result, no soil vapor testing has been
completed in these areas. Results of the proposed Brownfield Work Plan (Appendix G) should provide
the data required to determine if vapor intrusion issues in this portion of the site are a potential item of
environmental concern. The EMP will be amended accordingly based on the results of the proposed
assessment.If surface water run-off gathers in an open excavation during construction and the soil in the
excavation is determined to be impacted, appropriate worker safety measures will be undertaken. The
accumulated water will be handled in accordance with applicable local, state, and federal regulations.
Will workers encounter contaminated soil vapor during planned redevelopment activities?
☐ Yes No X Unknown
In the event that contaminated soil vapor is encountered during redevelopment activities (trenches,
manways, basements or other subsurface work, list activities for management of such contact:
Although not anticipated, in the event contaminated soil vapors are encountered during redevelopment
activities, the area will be evacuated and appropriate safety screening of the vapors will be performed.
If results indicate further action is warranted, appropriate engineering controls (such as industrial fans)
will be implemented.
PART 6. SUB-SLAB SOIL VAPOR -please fill out the information below if existing buildings or
foundations will be retained in the redevelopment.
Are sub-slab soil vapor data available for the Brownfields Property? X Yes ☐ No ☐ Unknown
If data indicate that sub-slab soil vapor concentrations exceed screening levels, attach a map showing
the location of these exceedances.
At what depth(s) is sub-slab soil vapor known to be contaminated? ☐ 0-6 inches X Other, If other
describe: Results sub-slab soil vapor testing previously conducted in buildings located on the
Brookstown portion of the site (Appendix F), did not indicate the presence of any compounds
exceeding residential vapor intrusion screening levels.
13
EMP Form ver.1, October 23, 2014
Will workers encounter contaminated sub-slab soil vapor during planned redevelopment activities?
☐ Yes No X Unknown
In the event that contaminated soil vapor is encountered during redevelopment activities, list
activities for management of such contact: Although not anticipated, in the event contaminated soil
vapors are encountered during redevelopment activities, the area will be evacuated and appropriate
safety screening of the vapors will be performed. If results indicate further action is warranted,
appropriate engineering controls (such as industrial fans) will be implemented.
PART 7. INDOOR AIR – Please fill out the information below .
Are indoor air data available for the Brownfields Property? ☐ Yes X No ☐ Unknown
If yes, attach a map showing the location where indoor air contaminants exceed site screening levels.
If the structures where indoor air has been documented to exceed risk-based screening levels will not
be demolished as part of redevelopment activities, will workers encounter contaminated indoor air
during planned redevelopment activities?
☐Yes ☐ No ☐ Unknown
In the event that contaminated indoor air is encountered during redevelopment activities, list
activities for management of such contact: Although not anticipated, in the event that impacted indoor
air is encountered during redevelopment activities, the work area will be evacuated and appropriate
safety screening/sampling of the indoor air will be performed. If results indicate further action is
warranted to protect workers, appropriate engineering controls (such as use of industrial fans) will be
implemented.
PART 8 – Vapor Mitigation System – Please fill out the information below .
Is a vapor intrusion mitigation system proposed for this Brownfields Property?
☐Yes ☐ No X Unknown
If yes, provide the date the plan was submitted to the Brownfields Program.
Click here to enter a date.
Attach the plan.
Has the vapor mitigation plan been approved by the NC Brownfields Program?
☐ Yes X No ☐ Unknown
Has the vapor mitigation plan been signed and sealed by a North Carolina professional engineer?
☐Yes X No
What are the components of the vapor intrusion mitigation system?
☐Sub-slab depressurization system
14
EMP Form ver.1, October 23, 2014
☐Sub-membrane depressurization system
☐Block-wall depressurization system
☐Drain tile depressurization system
☐Passive mitigation methods
☐Vapor barriers
☐Perforated piping vented to exterior
X Other method: The NCDENR has indicated that the area of vapor concern depicted in Figure 5
would require engineering controls to be implemented in order to construct building structures on this
portion of the site. Current building design plans incorporated the use of an open air garage over these
areas to eliminate the necessity for an active soil vapor mitigation system for the building structure.
However, current building plans do currently include the installation of washed stone to be place under
the building slabs in the event that installation of a sub-slab vapor collection system is needed. In
addition, the prospective developer is considering HUD financing for the project and as a result will likely
install a sub-slab vapor collection system for potential radon mitigation requirements. The collection
system would only be installed in the portions of the building running parallel to North Green Street,
since these are the only portions of the building that will have occupied enclosed spaces at surface
grade. Currently, no vapor mitigation system plans have been prepared for the site. A vapor mitigation
plan signed and sealed by a North Carolina professional engineer will be provided to the NCDENR for
approval in the event installation of a vapor mitigation system is incorporated into the ultimate building
design.
PART 9. CONTINGENCY FOR ENCOUNTERING UNKNOWN TANKS, DRUMS, OR OTHER WASTE
MATERIALS
Please provide a contingency plan in the event unknown tanks, drums, fuel lines, landfills, or other
waste materials are encountered during site activities.
Check the following activities that will be conducted prior to commencing earth-moving activities at
the site:
X- Conducted in previous assessments: Review of historic maps (Sanborn Maps, facility maps)
X- Conducted in previous assessments: Conducting geophysical surveys to evaluate the
location of suspect UST, fuel lines, utility lines, etc.
X-Conducted in previous assessments: Interviews with employees/former employees/facility
managers/neighbors
Notification to State Brownfields Project Manager, UST Section, Fire Department, and/or other
officials, as necessary and appropriate, is required when new potential source(s) of contamination are
discovered. See Notification Section on Page 1 for notification requirements.
POST-REDEVELOPMENT REPORTING
In accordance with the site’s Brownfield Agreement, provide a report within the designated schedule
to the State Brownfields Project Manager.
TABLES
Table 1
Proposed Construction Schedule
West End Station
Item Description
Est. Start
Date
Est.
Completion
Date Comments:
Pre-Screening Assessment 2/28/2017 3/24/2017 Environmental pre-screening assessment in areas
to be excavated for fill. See Appendix F
Property Purchase 4/1/2017 4/1/2017 Pending results of the above assessment and
approval of EMP by NCDENR
Building permit approval 3/31/2017 3/31/2017 Site plan approval anticipated from City
Initial groundwork 4/3/2017 4/7/2017 Installation of initial (Stage 1) storm water/erosion
control devices (see Appendix A)
Demolition of existing
Structures 4/7/2017 5/31/2017 See Appendix C for asbestos remediation needed
Site Grading 5/31/2017 8/1/2017
Installation of additonal (Stage 2) storm
water/erosion control followed by implementation
of overall grading and drainage plan (See Appendix
A)
Building Construction (utility
infrastructure installation)7/1/2017 1/1/2018 Construction of below grade construction items
(see Appendix A)
Building Construction (above
grade)8/1/2017 3/1/2018 Construction of above grade construction items
(See Appendix B)
Est. Date of Building
Occupancy 3/1/2018 3/1/2018 Pending completion of the above
FIGURES
Figure 2:Site Layout-West End Station
0 210 420105 ft
0 60 12030 m
1:2,257
2.43 acre
Portion of 322 N Green St.
included in West End Station
portion of 322 N.Green St.not included
in West End Station
West End VenturesBPN=09020-05-34 Tract 2955 Brookstown BPN =
18028-14-34
West End Station:
To be combined as
206 North Green Street
955 Brookstown Ave. BPN: 18028-14-34
West End Ventures
BPN: 09020-05-34
Portion of Tract 2
322 N.Green Street
Prepared by: Piedmont Industrial Services
Client: DPJ Residential
PIN:6825-96-0280Owner: Fourth Street
Ventures LLC
PIN:6825-96-2292
Owner:Fourth StreetVentures LLC
1.83 Acres
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1539 TIPPAH PARK COURT
CHARLOTTE, NC 28205
(980) 226-6831
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APPENDICES
Appendix A
Draft Final Plat Map
Back to Table of Contents
Appendix B
Draft Civil Engineering Plans
Back to Table of Contents
Appendix C
Architectural Plans
Back to Table of Contents
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DRAWINGS FOR ALL LOCATIONS 6.
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A 333 WEST TRADE ST.R C H I T E C T U R E SUITE 200 CHARLOTTE, NC 28202 T 704.927.9900 F 704.343.9380 w w w. a x i o m a r c h i t e c t u r e . c o m PROJECT A-1605 01/23/2017 A2.3LEVEL 3 BUILDING PLAN206 N. GREEN STREET, WINSTON SALEM, NC WEST END STATION A DPJ RESIDENTIAL DEVELOPMENTNOT FOR CONSTRUCTION
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DRAIN. ALL CONCRETE BALCONIES / TERRACES TO SLOPE 1/8" PER FOOT TO BALCONY EDGE, SCUPPER OR DRAIN.7.
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A 333 WEST TRADE ST.R C H I T E C T U R E SUITE 200 CHARLOTTE, NC 28202 T 704.927.9900 F 704.343.9380 w w w. a x i o m a r c h i t e c t u r e . c o m PROJECT A-1605 01/23/2017 A2.4LEVEL 4 BUILDING PLAN206 N. GREEN STREET, WINSTON SALEM, NC WEST END STATION A DPJ RESIDENTIAL DEVELOPMENTNOT FOR CONSTRUCTION
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LEVEL 1 SLAB ON GRADE 920.80'
24
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12" CIP RETAINING WALL. SEE STRUCT. DWGS FOR DETAILS.
8.
3
%
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0
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24
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8
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2
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5
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8
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18
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6'
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1
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2
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12
'
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0
3
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2
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1
1
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4
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8'
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8
3
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8
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6
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2
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4
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5
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R
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.
1 3 5 .0 0 °
1 3 5 .0 0 °
6'
-
3
1
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2
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3'
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1
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#
1
S
H
A
F
T
im
p
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a
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s
:
1.
R
E
F
E
R
E
N
C
E
S
T
R
U
C
T
U
R
A
L
D
W
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S
.
F
O
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A
L
L
C
O
N
C
R
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E
C
O
L
U
M
N
L
O
C
A
T
I
O
N
S
&
S
I
Z
E
S
.
2.
G
C
T
O
C
O
N
D
U
C
T
A
Q
/
C
R
E
V
I
E
W
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H
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E
.
O
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S
.
P
L
A
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&
C
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/
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L
C
O
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U
MN
L OC
A
T
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A
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F
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M
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G
P
L
A
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S
A
N
D
W
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T
H
OV
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R
A
L
L
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S
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T
.
A
N
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D
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F
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P
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T
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S
L
A
B
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.
A 333 WEST TRADE ST.R C H I T E C T U R E SUITE 200 CHARLOTTE, NC 28202 T 704.927.9900 F 704.343.9380 w w w. a x i o m a r c h i t e c t u r e . c o m PROJECT A-1605 01/23/2017 A2.7EDGE OF SLAB &COLUMN PLAN - LEVEL 1206 N. GREEN STREET, WINSTON SALEM, NC WEST END STATION A DPJ RESIDENTIAL DEVELOPMENTNOT FOR CONSTRUCTION
1
"
=
2
0
'
-
0
"
A2
.
7
1
LE
V
E
L
1
E
D
G
E
O
F
S
L
A
B
P
L
A
N
UP
DN
UP
BUILDING PLAN NOTES 1.
A
L
L
U
N
D
E
S
I
G
N
A
T
E
D
D
I
M
E
N
S
I
O
N
E
D
I
N
T
E
R
I
O
R
W
A
L
L
S
T
O
B
E
3
1
/
2
"
W
O
O
D
S
T
U
D
&
E
X
T
E
R
IOR W ALLS & PLUMBING WALLS TO BE 5 1/2" WOOD STUD.2.
A
L
L
U
N
D
I
M
E
N
S
I
O
N
E
D
D
O
O
R
S
T
O
B
E
C
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N
T
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R
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D
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T
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C
A
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E
D
4
1
/
2
"
O
F
F
S
I
D
E
W
A
L
L
FRAMING TO FACE OF DOOR.3.
S
E
E
1
/
4
"
U
N
I
T
P
L
A
N
S
F
O
R
I
N
T
E
R
I
O
R
W
A
L
L
L
O
C
A
T
I
O
N
S
.
4.
R
E
F
E
R
E
N
C
E
W
A
L
L
T
Y
P
E
S
H
E
E
T
(
A
0
.
4
)
F
O
R
A
L
L
I
N
F
O
R
M
A
T
I
O
N
O
N
C
O
R
R
E
S
P
O
N
D
I
N
G
W
A
L
L
TAGS 5.
A
L
L
I
N
T
E
R
I
O
R
W
O
O
D
B
E
A
R
I
N
G
W
A
L
L
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T
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B
E
1
H
O
U
R
(
U
L
#
3
0
5
)
-
R
E
F
E
R
E
N
C
E
S
T
R
U
C
T
U
R
A
L
DRAWINGS FOR ALL LOCATIONS 6.
A
L
L
W
O
O
D
F
R
A
M
E
B
A
L
C
O
N
I
E
S
T
O
S
L
O
P
E
1
/
4
"
P
E
R
F
O
O
T
T
O
B
A
L
C
O
N
Y
E
D
G
E
,
S
C
U
P
P
E
R
O
R
DRAIN. ALL CONCRETE BALCONIES / TERRACES TO SLOPE 1/8" PER FOOT TO BALCONY EDGE, SCUPPER OR DRAIN.7.
S
E
E
E
L
E
C
T
R
I
C
A
L
P
L
A
N
S
F
O
R
B
U
I
L
D
I
N
G
E
L
E
C
T
R
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A
L
L
A
Y
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S
.
8.
A
L
L
C
O
R
R
I
D
O
R
/
U
N
I
T
W
A
L
L
S
T
O
B
E
1
-
H
O
U
R
-
S
E
E
W
A
L
L
R
A
T
I
N
G
D
I
M
E
N
S
I
O
N
S
-
A
L
S
O
REFERENCE STRUCTURAL DRAWINGS FOR LOCATIONS.9.
S
E
E
G
R
A
D
I
N
G
P
L
A
N
(
C
I
V
I
L
S
H
E
E
T
S
)
F
O
R
B
U
I
L
D
I
N
G
E
N
T
R
Y
E
L
E
V
A
T
I
O
N
A
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A 333 WEST TRADE ST.R C H I T E C T U R E SUITE 200 CHARLOTTE, NC 28202 T 704.927.9900 F 704.343.9380 w w w. a x i o m a r c h i t e c t u r e . c o m PROJECT A-1605 01/23/2017 A3.1GARAGE SEGMENT PLAN B206 N. GREEN STREET, WINSTON SALEM, NC WEST END STATION A DPJ RESIDENTIAL DEVELOPMENTNOT FOR CONSTRUCTION
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A
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DRAIN. ALL CONCRETE BALCONIES / TERRACES TO SLOPE 1/8" PER FOOT TO BALCONY EDGE, SCUPPER OR DRAIN.7.
S
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REFERENCE STRUCTURAL DRAWINGS FOR LOCATIONS.9.
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DIMENSIONS AND LOCATIONS.10.
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A 333 WEST TRADE ST.R C H I T E C T U R E SUITE 200 CHARLOTTE, NC 28202 T 704.927.9900 F 704.343.9380 w w w. a x i o m a r c h i t e c t u r e . c o m PROJECT A-1605 01/23/2017 A3.3LEVEL 1 SEGMENT A206 N. GREEN STREET, WINSTON SALEM, NC WEST END STATION A DPJ RESIDENTIAL DEVELOPMENTNOT FOR CONSTRUCTION
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DRAIN. ALL CONCRETE BALCONIES / TERRACES TO SLOPE 1/8" PER FOOT TO BALCONY EDGE, SCUPPER OR DRAIN.7.
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DIMENSIONS AND LOCATIONS.10.
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,
ELEVATION CHANGE BETWEEN 2 MATERIALS IS 1/2" MAX.12.
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1' - 4" 3' - 9 1/2" 4' - 11 1/2" 8' - 1"16' - 0 3/4"19' - 11 1/4"2' - 11 1/2" 6' - 8 3/4" 5' - 3 5/8"3' - 9 3/8"1' - 4"34' - 1 3/4"1"19' - 11 1/4"20' - 1 1/4"
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A 333 WEST TRADE ST.R C H I T E C T U R E SUITE 200 CHARLOTTE, NC 28202 T 704.927.9900 F 704.343.9380 w w w. a x i o m a r c h i t e c t u r e . c o m PROJECT A-1605 01/23/2017 A3.4LEVEL 1 SEGMENT B206 N. GREEN STREET, WINSTON SALEM, NC WEST END STATION A DPJ RESIDENTIAL DEVELOPMENTNOT FOR CONSTRUCTION
1
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8
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4
1
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UP
BUILDING PLAN NOTES 1.
A
L
L
U
N
D
E
S
I
G
N
A
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D
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&
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T
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R W ALLS & PLUMBING WALLS TO BE 5 1/2" WOOD STUD.2.
A
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TAGS 5.
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DRAWINGS FOR ALL LOCATIONS 6.
A
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DRAIN. ALL CONCRETE BALCONIES / TERRACES TO SLOPE 1/8" PER FOOT TO BALCONY EDGE, SCUPPER OR DRAIN.7.
S
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REFERENCE STRUCTURAL DRAWINGS FOR LOCATIONS.9.
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DIMENSIONS AND LOCATIONS.10.
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11.
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,
ELEVATION CHANGE BETWEEN 2 MATERIALS IS 1/2" MAX.12.
P
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36
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8
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24
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2
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18
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1
8
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9
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6
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A 333 WEST TRADE ST.R C H I T E C T U R E SUITE 200 CHARLOTTE, NC 28202 T 704.927.9900 F 704.343.9380 w w w. a x i o m a r c h i t e c t u r e . c o m PROJECT A-1605 01/23/2017 A3.5LEVEL 1 SEGMENT C206 N. GREEN STREET, WINSTON SALEM, NC WEST END STATION A DPJ RESIDENTIAL DEVELOPMENTNOT FOR CONSTRUCTION
1
/
8
"
=
1
'
-
0
"
A3
.
5
1
LE
V
E
L
1
S
E
G
M
E
N
T
P
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A
N
C
DN
DN
DN
BUILDING PLAN NOTES 1.
A
L
L
U
N
D
E
S
I
G
N
A
T
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D
D
I
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E
N
S
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D
I
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R
I
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W
A
L
L
S
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3
1
/
2
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W
O
O
D
S
T
U
D
&
E
X
T
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R
I
O
R W ALLS & PLUMBING WALLS TO BE 5 1/2" WOOD STUD.2.
A
L
L
U
N
D
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N
S
I
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D
D
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4
1
/
2
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O
F
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W
A
L
L
FRAMING TO FACE OF DOOR.3.
S
E
E
1
/
4
"
U
N
I
T
P
L
A
N
S
F
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N
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A
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.
4.
R
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F
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(
A
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4
)
F
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A
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C
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TAGS 5.
A
L
L
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R
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W
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B
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A
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1
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A 333 WEST TRADE ST.R C H I T E C T U R E SUITE 200 CHARLOTTE, NC 28202 T 704.927.9900 F 704.343.9380 w w w. a x i o m a r c h i t e c t u r e . c o m PROJECT A-1605 01/23/2017 A3.8LEVEL 2 SEGMENT A206 N. GREEN STREET, WINSTON SALEM, NC WEST END STATION A DPJ RESIDENTIAL DEVELOPMENTNOT FOR CONSTRUCTION
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DRAIN. ALL CONCRETE BALCONIES / TERRACES TO SLOPE 1/8" PER FOOT TO BALCONY EDGE, SCUPPER OR DRAIN.7.
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ELEVATION CHANGE BETWEEN 2 MATERIALS IS 1/2" MAX.12.
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MATCHLINE C MATCHLINE B
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MATCHLINE B MATCHLINE A
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20' - 1 1/4"19' - 11 1/4"1"34' - 1 3/4"
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C
C C
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A A A A
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C C
A A
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1' - 4"3' - 9 1/2" 4' - 11 1/2" 8' - 1"16' - 0 3/4"3' - 2 5/8"16' - 8 5/8"2' - 11 1/2" 6' - 8 3/4" 5' - 3 5/8" 3' - 9 3/8"1' - 4"
C D
L D C
5'
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1
3
A 333 WEST TRADE ST.R C H I T E C T U R E SUITE 200 CHARLOTTE, NC 28202 T 704.927.9900 F 704.343.9380 w w w. a x i o m a r c h i t e c t u r e . c o m PROJECT A-1605 01/23/2017 A3.9LEVEL 2 SEGMENT B206 N. GREEN STREET, WINSTON SALEM, NC WEST END STATION A DPJ RESIDENTIAL DEVELOPMENTNOT FOR CONSTRUCTION
1
/
8
"
=
1
'
-
0
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A3
.
9
1
LE
V
E
L
2
S
E
G
M
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T
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A
N
B
BUILDING PLAN NOTES 1.
A
L
L
U
N
D
E
S
I
G
N
A
T
E
D
D
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E
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S
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D
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D
&
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X
T
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R
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A
L
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FRAMING TO FACE OF DOOR.3.
S
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1
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.
4.
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4
)
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TAGS 5.
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DRAWINGS FOR ALL LOCATIONS 6.
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DRAIN. ALL CONCRETE BALCONIES / TERRACES TO SLOPE 1/8" PER FOOT TO BALCONY EDGE, SCUPPER OR DRAIN.7.
S
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REFERENCE STRUCTURAL DRAWINGS FOR LOCATIONS.9.
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DIMENSIONS AND LOCATIONS.10.
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11.
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,
ELEVATION CHANGE BETWEEN 2 MATERIALS IS 1/2" MAX.12.
P
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218
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216
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21
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6
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7
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10
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6
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1'
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6
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5'
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8
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8
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2
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2'
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4'
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5
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1
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3
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3
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6
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2
3
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2
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8
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8
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3
3
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1
1
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2
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1
1
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2
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2
5
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1
1
1
/
4
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1
4
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3
"
27
'
-
4
1
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2
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2
1
/
2
"
24
'
-
0
"
2
1
/
2
"
36
'
-
0
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2
1
/
2
"
24
'
-
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"
2 1
/
2
"
1
8
'
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1
/
8
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6'
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2
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6
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/
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5
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4'
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2
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/
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2'
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3
/
4
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4
'
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1
1
"
4
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6
1
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4
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4'
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5
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4
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/
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2'
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1
/
4
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3'
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1
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1
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2
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4
'
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1
1
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2
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1
1
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2'
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1
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4
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4'
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8
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4
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1'
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6
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1'
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5
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4'
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1
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4
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1
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3
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6
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3
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8
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5
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A
A
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C
C
C
C
M
C
C
A A
A
A
B
B
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C
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D D
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3'
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1
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2
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2'
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5
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2'
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1
1
1
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2
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4'
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1
1
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3
1
/
2
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2'
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3
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4
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4'
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C
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UP
1 A7
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2
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1
2
8 A4
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7
9 A4
.
7
10
A4
.
7
11
A4
.
7
5 A11.6A 333 WEST TRADE ST.R C H I T E C T U R E SUITE 200 CHARLOTTE, NC 28202 T 704.927.9900 F 704.343.9380 w w w. a x i o m a r c h i t e c t u r e . c o m PROJECT A-1605 01/23/2017 A3.10LEVEL 2 SEGMENT C206 N. GREEN STREET, WINSTON SALEM, NC WEST END STATION A DPJ RESIDENTIAL DEVELOPMENTNOT FOR CONSTRUCTION
1
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8
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1
'
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0
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A3
.
1
0
1
LE
V
E
L
2
S
E
G
M
E
N
T
P
L
A
N
C
BUILDING PLAN NOTES 1.
A
L
L
U
N
D
E
S
I
G
N
A
T
E
D
D
I
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A 333 WEST TRADE ST.R C H I T E C T U R E SUITE 200 CHARLOTTE, NC 28202 T 704.927.9900 F 704.343.9380 w w w. a x i o m a r c h i t e c t u r e . c o m PROJECT A-1605 01/23/2017 A3.11LEVEL 2 SEGMENT D206 N. GREEN STREET, WINSTON SALEM, NC WEST END STATION A DPJ RESIDENTIAL DEVELOPMENTNOT FOR CONSTRUCTION
1
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A 333 WEST TRADE ST.R C H I T E C T U R E SUITE 200 CHARLOTTE, NC 28202 T 704.927.9900 F 704.343.9380 w w w. a x i o m a r c h i t e c t u r e . c o m PROJECT A-1605 01/23/2017 A3.12LEVEL 2 SEGMENT E206 N. GREEN STREET, WINSTON SALEM, NC WEST END STATION A DPJ RESIDENTIAL DEVELOPMENTNOT FOR CONSTRUCTION
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BUILDING PLAN NOTES 1.
A
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ELEVATION CHANGE BETWEEN 2 MATERIALS IS 1/2" MAX.12.
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34' - 1 1/2"1 1/8"21' - 7 1/4"17' - 5 1/8"1' - 1 1/2"2' - 9 1/2" 9' - 0" 4' - 6 1/8" 3' - 2 5/8" 18' - 4 5/8" 16' - 0 5/8" 8' - 1" 4' - 11 1/2" 3' - 9 1/2"1' - 4"
13
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A 333 WEST TRADE ST.R C H I T E C T U R E SUITE 200 CHARLOTTE, NC 28202 T 704.927.9900 F 704.343.9380 w w w. a x i o m a r c h i t e c t u r e . c o m PROJECT A-1605 01/23/2017 A3.14LEVEL 3 SEGMENT B206 N. GREEN STREET, WINSTON SALEM, NC WEST END STATION A DPJ RESIDENTIAL DEVELOPMENTNOT FOR CONSTRUCTION
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ELEVATION CHANGE BETWEEN 2 MATERIALS IS 1/2" MAX.12.
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2
5 A11.6A 333 WEST TRADE ST.R C H I T E C T U R E SUITE 200 CHARLOTTE, NC 28202 T 704.927.9900 F 704.343.9380 w w w. a x i o m a r c h i t e c t u r e . c o m PROJECT A-1605 01/23/2017 A3.15LEVEL 3 SEGMENT C206 N. GREEN STREET, WINSTON SALEM, NC WEST END STATION A DPJ RESIDENTIAL DEVELOPMENTNOT FOR CONSTRUCTION
1
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8
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=
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.
1
5
1
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V
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3
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BUILDING PLAN NOTES 1.
A
L
L
U
N
D
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S
I
G
N
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D
&
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A
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TAGS 5.
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DRAWINGS FOR ALL LOCATIONS 6.
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DRAIN. ALL CONCRETE BALCONIES / TERRACES TO SLOPE 1/8" PER FOOT TO BALCONY EDGE, SCUPPER OR DRAIN.7.
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,
ELEVATION CHANGE BETWEEN 2 MATERIALS IS 1/2" MAX.12.
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5' - 11 3/8"
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24
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24
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1
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2
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/
2
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24
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1
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7'
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2
5
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18
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2 1
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2
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24
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0
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36
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2 1
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24
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2
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24
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2 1/2"
8'
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1
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4
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6
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1
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1
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4'
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6
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1
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4
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4
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3
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5'
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1
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3
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6
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1
1
1
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8
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5
'
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4'
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1
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5'
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4
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3
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3
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3
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5'
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3
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6
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2
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3
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5'
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18
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24
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1' - 9 3/8"3' - 1 3/4"1' - 9 3/8"
3
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1
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6
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BUILDING PLAN NOTES 1.
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&
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TAGS 5.
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DRAWINGS FOR ALL LOCATIONS 6.
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DRAIN. ALL CONCRETE BALCONIES / TERRACES TO SLOPE 1/8" PER FOOT TO BALCONY EDGE, SCUPPER OR DRAIN.7.
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REFERENCE STRUCTURAL DRAWINGS FOR LOCATIONS.9.
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DIMENSIONS AND LOCATIONS.10.
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,
ELEVATION CHANGE BETWEEN 2 MATERIALS IS 1/2" MAX.12.
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2 A7.5A 333 WEST TRADE ST.R C H I T E C T U R E SUITE 200 CHARLOTTE, NC 28202 T 704.927.9900 F 704.343.9380 w w w. a x i o m a r c h i t e c t u r e . c o m PROJECT A-1605 01/23/2017 A3.17LEVEL 3 SEGMENT E206 N. GREEN STREET, WINSTON SALEM, NC WEST END STATION A DPJ RESIDENTIAL DEVELOPMENTNOT FOR CONSTRUCTION
1
/
8
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=
1
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0
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A3
.
1
7
1
LE
V
E
L
3
S
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G
M
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P
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A
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BUILDING PLAN NOTES 1.
A
L
L
U
N
D
E
S
I
G
N
A
T
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D
D
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W
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D
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D
&
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A
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FRAMING TO FACE OF DOOR.3.
S
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1
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4
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4.
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TAGS 5.
A
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DRAWINGS FOR ALL LOCATIONS 6.
A
L
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W
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F
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A
M
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B
A
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C
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I
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DRAIN. ALL CONCRETE BALCONIES / TERRACES TO SLOPE 1/8" PER FOOT TO BALCONY EDGE, SCUPPER OR DRAIN.7.
S
E
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L
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C
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8.
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/
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A
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1
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REFERENCE STRUCTURAL DRAWINGS FOR LOCATIONS.9.
S
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P
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(
C
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DIMENSIONS AND LOCATIONS.10.
R
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11.
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F
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A
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S
,
ELEVATION CHANGE BETWEEN 2 MATERIALS IS 1/2" MAX.12.
P
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34' - 1 1/2"1 1/8"21' - 7 1/4"17' - 5 1/8"1' - 1" 2' - 10" 9' - 0" 4' - 6 1/8"18' - 4 5/8"3' - 2 5/8"16' - 0 5/8"8' - 1" 4' - 11 1/2" 3' - 9 1/2" 1' - 4"
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A 333 WEST TRADE ST.R C H I T E C T U R E SUITE 200 CHARLOTTE, NC 28202 T 704.927.9900 F 704.343.9380 w w w. a x i o m a r c h i t e c t u r e . c o m PROJECT A-1605 01/23/2017 A3.18LEVEL 4 SEGMENT A206 N. GREEN STREET, WINSTON SALEM, NC WEST END STATION A DPJ RESIDENTIAL DEVELOPMENTNOT FOR CONSTRUCTION
1
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BUILDING PLAN NOTES 1.
A
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3' - 1 1/2"2' - 0 7/8"
1' - 4" 3' - 9 1/2" 4' - 11 1/2" 8' - 1"16' - 0 3/4"3' - 2 5/8"16' - 8 5/8"2' - 11 1/2" 6' - 8 3/4" 5' - 3 5/8" 3' - 9 3/8"1' - 4"20' - 1 1/4"19' - 11 1/4"1"34' - 1 3/4"
7'
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A 333 WEST TRADE ST.R C H I T E C T U R E SUITE 200 CHARLOTTE, NC 28202 T 704.927.9900 F 704.343.9380 w w w. a x i o m a r c h i t e c t u r e . c o m PROJECT A-1605 01/23/2017 A3.19LEVEL 4 SEGMENT B206 N. GREEN STREET, WINSTON SALEM, NC WEST END STATION A DPJ RESIDENTIAL DEVELOPMENTNOT FOR CONSTRUCTION
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DRAIN. ALL CONCRETE BALCONIES / TERRACES TO SLOPE 1/8" PER FOOT TO BALCONY EDGE, SCUPPER OR DRAIN.7.
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5 A11.6A 333 WEST TRADE ST.R C H I T E C T U R E SUITE 200 CHARLOTTE, NC 28202 T 704.927.9900 F 704.343.9380 w w w. a x i o m a r c h i t e c t u r e . c o m PROJECT A-1605 01/23/2017 A3.20LEVEL 4 SEGMENT C206 N. GREEN STREET, WINSTON SALEM, NC WEST END STATION A DPJ RESIDENTIAL DEVELOPMENTNOT FOR CONSTRUCTION
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DRAIN. ALL CONCRETE BALCONIES / TERRACES TO SLOPE 1/8" PER FOOT TO BALCONY EDGE, SCUPPER OR DRAIN.7.
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BUILDING PLAN NOTES 1.
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,
ELEVATION CHANGE BETWEEN 2 MATERIALS IS 1/2" MAX.12.
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2 1
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25
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19' - 2 1/2"11' - 4 1/2"2' - 3 1/2"3' - 8"1' - 4"42' - 1 3/4"37' - 10 1/2"2 1/2"6' - 2 3/4" 6' - 6 1/8"12' - 4 5/8"7' - 5 1/8" 4' - 8 5/8" 3' - 4 1/2"1' - 6"
2
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1
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3
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6
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1'
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6
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6
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2
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1
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A 333 WEST TRADE ST.R C H I T E C T U R E SUITE 200 CHARLOTTE, NC 28202 T 704.927.9900 F 704.343.9380 w w w. a x i o m a r c h i t e c t u r e . c o m PROJECT A-1605 01/23/2017 A3.22LEVEL 4 SEGMENT E206 N. GREEN STREET, WINSTON SALEM, NC WEST END STATION A DPJ RESIDENTIAL DEVELOPMENTNOT FOR CONSTRUCTION
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Appendix D
ECS Asbestos Inspection Report
Back to Table of Contents
ECS Carolinas, LLP
Report of Asbestos Assessment
West End Station
955 Brookstown Avenue and 322 Green Street
Winston Salem, North Carolina
ECS Project Number 49-2339
August 5, 2016
1
ECS Carolinas, LLP August 5, 2016
August 5, 2016
Mr. D. Porter Jones
Principal
DPJ Residential, LLC
1539 Tippah Park Court
Charlotte, North Carolina 28205
Reference: Report of Asbestos Assessment
West End Station
955 Brookstown Avenue and 322 Green Street
Winston-Salem, Forsyth County, North Carolina 27101
ECS Project Number: 49-2339
Dear Mr. Jones:
ECS is pleased to submit this report of our asbestos assessment at the above-referenced site. This
report includes our understanding of the project information, a description of the field activities, the
results obtained, and our conclusions and recommendations.
PROJECT UNDERSTANDING
The site is located at 955 Brookstown Avenue and 322 Green Street in Winston-Salem, North Carolina.
The site consists of two buildings addressed as 955 Brookstown Avenue. The northern building is
occupied by Kozy Heating and Air Conditioning. The northern building is a single-story structure with a
mezzanine level and has a pitched metal roof. The interior finishes are brick, drywall, and wood panel
with wood and concrete flooring. The southern building is occupied by Halonite, an unnamed
motorcycle shop, an unnamed car dealership, and Master’s Fitness. The southern building is a single-
story structure. The roof on the Master’s Fitness/Halonite portion of the building is a flat, built-up
design on a wood decking. The roof of the automobile sales portion of the building is a pitched metal
roof. The interior finishes are brick, drywall, wood panel with vinyl composite tile (VCT) and concrete
flooring. The building located at 322 Green Street is partially demolished. This structure consists of a
basement only. The interior finishes are brick and drywall with vinyl composite tile (VCT) and concrete
flooring. ECS was requested to provide asbestos assessment services prior to demolition activities.
ASBESTOS ASSESSMENT FIELD ACTIVITIES
The US EPA’s “National Emission Standard for Hazardous Air Pollutants” (NESHAP) requires the
identification and removal of all regulated Asbestos Containing Material (ACM) prior to initiating
activities likely to disturb those materials. The EPA defines an ACM as a material containing one percent
(1%) or more asbestos. Regulated ACM is defined as friable ACM and non-friable ACM likely to become
friable during demolition activities. Since the building is proposed to be demolished as part of a real
estate transaction, the potential release of asbestos fibers into the air compels identification and
abatement of ACM in accordance with federal and state requirements.
On July 6, 2016 and July 28, 2016 an ECS representative visited the site. The objective of the services
included the following:
2
ECS Carolinas, LLP August 5, 2016
Identification of suspect asbestos containing material (ACM) in readily observable locations.
Asbestos assessment with sample collection by a North Carolina accredited inspector.
Suspect ACM analysis by polarized light microscopy (PLM) utilizing SAI Inc. (SAI), an National
Voluntary Laboratory Accreditation Program (NVLAP) certified laboratory, accreditation number
200664-0.
Presenting the results in a report identifying confirmed ACMs.
If a sample of a material from a homogeneous area is found to be positive, then that material is
considered positive, regardless of the results of the other samples of that material, within that area.
PROCEDURE/METHODOLOGY
Asbestos Containing Materials (ACM) Assessment
ECS was requested to conduct an asbestos assessment of the subject property to identify ACM which
could be disturbed prior to or during demolition or renovation. The National Emission Standard for
Hazardous Air Pollutants (NESHAP) requires the identification of friable ACM and non-friable ACM likely
to become friable during demolition and/or renovation activities. NESHAP requires that the identified
ACM be removed prior to initiating activities likely to disturb the ACM.
The asbestos assessment was performed by Mr. Ryan Abrahamson, (NC Asbestos Inspector No. 12691)
and Ms. Tina Stewart (NC Asbestos Inspector No. 119720) on July 6, 2016 and July 28, 2016. The
assessment consisted of observing the accessible areas of the site for the presence of suspect materials
which may contain asbestos. The assessment involved detecting both friable materials (materials which
can be pulverized or reduced to a powder by hand pressure when dry) and non-friable materials (materials
which pose a hazard when sawn, sanded, drilled or pulverized). Homogeneous materials (based on
material type, color, texture, etc.) were identified in various functional spaces during the assessment. The
sample locations are shown on Figures 1 through 3. Site photographs documenting field activities are
attached.
In order to determine if the suspect materials observed during the visual assessment contained asbestos,
representative bulk samples were collected and placed in sealed packages. Bulk samples were collected
during the assessment and submitted to SAI in Greensboro, North Carolina for analysis using the EPA
recommended method of PLM coupled with dispersion staining (Method No. EPA 600/M4-020-82, Dec.
1982). SAI participates in the NVLAP. Their NVLAP accreditation numbers are 200664-0. Several of the
samples were layered and analyzed as multiple samples. EPA regulations require that multiple samples of
each homogeneous area be collected for laboratory analysis. The material type, sample location and
analytical results of each bulk sample are also summarized in the attached Asbestos Bulk Analysis report
included in Attachments.
The following suspect materials were sampled;
Drywall/Joint CompoundVarious Baseboard and Associated MasticsVarious Ceiling TilesVarious Vinyl Composition Tiles and Associated MasticsWall TextureWindow GlazingRoofing Materials
RESULTS
The analytical data indicated asbestos was detected in the samples which were collected from the
building and submitted for laboratory analysis. Some samples were considered multi-layered. These
samples were comprised of more than one material, and each material was analyzed separately as per
3
ECS Carolinas, LLP August 5, 2016
NESHAP requirements. The following table indicates the materials in which asbestos was detected. For
a complete list of materials sampled, refer to the attached lab data. The SAI Analytical report is included
in the Attachments section of this report.
TABLE 1
SUMMARY OF ASBESTOS-CONTAINING MATERIALS
955 BROOKSTOWN AVENUE and 322 GREEN STREET
WINSTON SALEM, NORTH CAROLINA
ECS Project No. 49-2339
Sample # Materials Location Quantity Condition/ Friable or
Non-Friable Asbestos %
1-1
1-2
1-3
1-4
1-5
Drywall /
Joint
Compound
Halonite Approx.
3,000 SF Good / Friable Non-Detect
2-6
2-7
Grey Cove
Base and
Associated
Mastic
Halonite Approx.
200 LF Good / Nonfriable Non-Detect
3-8
3-9
3-10
2’x4’ Ceiling
Tile
Halonite and Master’s
Fitness
Approx.
2,300 SF Good / Friable Non-Detect
4-11
4-12
12”x12” VCT
Blue and
Associated
Mastic
Halonite Approx.
2,100 SF Good / Nonfriable Non-Detect
5-13
5-14
12”x12” VCT
White and
Associated
Mastic
Halonite Approx.
2,100 SF Good / Nonfriable
Tile: 3%
Chrysotile
Mastic: Non-
Detect
6-15
6-16
12”x12” VCT
Grey and
Associated
Mastic
Halonite Approx.
200 SF Good / Nonfriable Non-Detect
7-17
7-18
Black Cove
Base and
Associated
Mastic
Halonite Approx. 60
LF Good / Nonfriable Non-Detect
8-19
8-20
8-21
Drywall and
Joint
Compound
Motorcycle Shop Approx.
600 SF Good / Friable Non-Detect
9-22
9-23
9”x9” VCT
Tan and
Associated
Mastic
Master’s Fitness Approx.
1,400 SF Damaged / Nonfriable
Tile: 5%
Chrysotile
Mastic: 8%
Chrysotile
10-24
10-25
10-26
Wall Texture Master’s Fitness Approx.
400 SF Good / Friable Non-Detect
4
ECS Carolinas, LLP August 5, 2016
TABLE 1
SUMMARY OF ASBESTOS-CONTAINING MATERIALS
955 BROOKSTOWN AVENUE and 322 GREEN STREET
WINSTON SALEM, NORTH CAROLINA
ECS Project No. 49-2339
Sample # Materials Location Quantity Condition/ Friable or
Non-Friable Asbestos %
11-27
11-28
Window
Glazing
Exterior Windows,
Kozy HVAC
Approx. 10
Windows Damaged/ Friable 2% Chrysotile
12-29
12-30
12-31
1’x1’ Ceiling
Tile
(Stapled)
Kozy HVAC Approx.
500 SF Good/ Non-Friable Non-Detect
13-32
13-33
13-34
Drywall /
Joint
Compound
Kozy HVAC –
Mezzanine Level
Approx.
500 SF Good/ Friable Non-Detect
14-35
14-36
14-37
2’x4’ Ceiling
Tile Kozy HVAC Approx. 80
SF Good/ Friable Non-Detect
15-38
15-39
15-40
15-41
15-42
Drywall /
Joint
Compound
Green Street Basement Approx.
5,000 SF Good/ Friable Non-Detect
16-43
16-44
Blue Cove
Base and
Associated
Mastic
Green Street Basement Approx.
150 SF Good / Non-Friable Non-Detect
17-45
17-46 Roofing Master’s Fitness
Building
Approx.
16,000 SF Good / Non-Friable Non-Detect
17-47 Roof Mastic Master’s Fitness
Building
Approx.
200 LF Good / Non-Friable Non-Detect
18-48
18-49
Roof
Flashing
Master’s Fitness
Building
Approx.
600 LF Good / Non-Friable Non-Detect
Bold = Positive Asbestos LF = Linear Feet SF = Square Feet
CONCLUSIONS AND RECOMMENDATIONS
The analytical data attached indicates asbestos containing materials were identified during our
inspection (see Table 1: Summary of Asbestos Containing Materials). ECS recommends the following:
1.Abatement of the asbestos containing materials, by a North Carolina licensed/certified
abatement contractor, in the structure prior to disturbance for demolition.
2.Follow OSHA asbestos regulations during demolition and/or renovation activities at the site of
the site. You should be aware that stringent requirements are imposed upon anyone renovating
or demolishing a structure in which ACM will be disturbed. This work must be performed in
accordance with OSHA asbestos regulations, 29 CFR 1910 & 1926, and NESHAP asbestos
regulations 40 CFR 61, subpart M. North Carolina regulations require the accreditation of
personnel who work in the asbestos field and notification and permitting fees for asbestos
5
ECS Carolinas, LLP August 5, 2016
removal projects. There is a 10 working day notification period required prior to abatement of
asbestos in a facility. Failure to take proper precautions and actions to protect human health
and the environment can result in penalties, danger to personnel, and construction delays.
3.Conduct a visual assessment and air clearance by a North Carolina licensed/certified asbestos air
monitor (if required) following abatement to document that ACM has been removed.
4.Limited destructive means were used to identify materials located in wall chases, fixed ceilings,
etc. If additional building materials are discovered during the renovation or demolition phase,
they should either be tested by a NC licensed Asbestos Inspector or assumed to be an ACM.
ACM may exist (undetected) in other areas due to their inaccessibility or due to the limited nature of our
testing. The assessment did not include destructive measures to look in chases, above fixed ceilings,
behind permanent or attached fixtures, behind walls, etc. Materials located below carpeting corners,
behind removable exterior siding and behind removable fixtures were not sampled during the time of
the assessment.
This report summarizes our evaluation of the conditions observed at the site. The findings prepared by
ECS are based upon testing performed in the building. Our recommendations are based on the
guidelines presented in EPA, State of North Carolina or OSHA asbestos regulations.
ECS appreciates the opportunity to provide our asbestos services for this project. If you have questions
or need additional information, please contact us at (336) 856-7150.
Respectfully,
ECS CAROLINAS, LLP
Ryan C. Abrahamson C. Brian Smith, P.G.
Environmental Project Manager Principal Geologist
Denise A. Popeo
Industrial Hygiene/IAQ Sector Leader
Attachments: Figures 1 through 3
Photographs
Laboratory Bulk Asbestos Analysis & Chain of Custody
North Carolina Asbestos Inspector License
SOURCE:
GOOGLE EARTH
NOT TO SCALE
FIGURE 1
ASBESTOS SAMPLING LOCATION MAP
WEST END STATION
955 BROOKSTOWN AVENUE
WINSTON-SALEM, FORSYTH COUNTY, NC
ECS PROJECT NO. 49-2339
KOZY HVAC
VACANT
11-27
11-28
14-35
14-36
14-37
13-32
13-33
13-34
12-29
12-30
12-31
LEGEND
APPROXIMATE SAMPLE
LOCATION
APPROXIMATE POSITIVE SAMPLE
LOCATION
.
1-1
1-1
SOURCE:
ECS
NOT TO SCALE
FIGURE 2
ASBESTOS SAMPLING LOCATION MAP
WEST END STATION
955 BROOKSTOWN AVENUE
WINSTON-SALEM, FORSYTH COUNTY, NC
ECS PROJECT NO. 49-2339
1-1
2-6
MASTER’S
FITNESS
HALONITE
MOTORCYCLE
SHOP
AUTOMOBILE
SALES
1-2 1-3
1-4
1-5
2-7
3-8
3-9
3-10
HAs 5 and 6
7-17
7-18
8-19 8-20
8-21
9-21
9-22
HA-10
LEGEND
APPROXIMATE SAMPLE
LOCATION
APPROXIMATE POSITIVE SAMPLE
LOCATION
.
1-1
1-1
5-13
5-14
6-15
6-16
SOURCE:
ECS
NOT TO SCALE
FIGURE 3
ASBESTOS SAMPLING LOCATION MAP
WEST END STATION
322 GREEN STREET
WINSTON-SALEM, FORSYTH COUNTY, NC
ECS PROJECT NO. 49-2339
15-38
15-39
15-40
15-41
15-49
16-43
16-44
LEGEND
APPROXIMATE SAMPLE
LOCATION
APPROXIMATE POSITIVE SAMPLE
LOCATION
.
1-1
1-1
West End Station Asbestos Assessment
Winston-Salem, Forsyth County, North Carolina
ECS Project No. 49-2339
ECS Carolinas, LLP Page 1
Photo 1: View of the Halonite unit.
Photo 2: View of drywall walls, grey cove base and blue 12”x12” VCT.
West End Station Asbestos Assessment
Winston-Salem, Forsyth County, North Carolina
ECS Project No. 49-2339
ECS Carolinas, LLP Page 2
Photo 3: View of 2’x4’ ceiling tiles.
Photo 4: View black cove base and 12”x12” grey VCT.
West End Station Asbestos Assessment
Winston-Salem, Forsyth County, North Carolina
ECS Project No. 49-2339
ECS Carolinas, LLP Page 3
Photo 5: View of drywall located in the motorcycle shop.
Photo 6: View of the Master’s Fitness unit..
West End Station Asbestos Assessment
Winston-Salem, Forsyth County, North Carolina
ECS Project No. 49-2339
ECS Carolinas, LLP Page 4
Photo 7: View of 9”x9” tan VCT.
Photo 8: View of wall texture.
West End Station Asbestos Assessment
Winston-Salem, Forsyth County, North Carolina
ECS Project No. 49-2339
ECS Carolinas, LLP Page 5
Photo 9: View of Kozy Heating and Cooling.
Photo 10: View of vacant portion of Kozy Heating and Cooling building.
West End Station Asbestos Assessment
Winston-Salem, Forsyth County, North Carolina
ECS Project No. 49-2339
ECS Carolinas, LLP Page 6
Photo 11: View of black ceiling tile.
Photo 12: View of 1’x1’ ceiling tiles.
West End Station Asbestos Assessment
Winston-Salem, Forsyth County, North Carolina
ECS Project No. 49-2339
ECS Carolinas, LLP Page 7
Photo 13: View of upper level of the Green Street building.
Photo 14: View of the lower level of the Green Street Building.
West End Station Asbestos Assessment
Winston-Salem, Forsyth County, North Carolina
ECS Project No. 49-2339
ECS Carolinas, LLP Page 8
Photo 15: View of drywall walls and blue cove base.
Bulk Asbestos Analysis
By Polarized Light Microscopy
EPA Method: 600/R-93/116 and 600/M4-82-020
LAB #173190
Brookstown/2339Project:
Sample ID
Lab Sample ID
Description
Lab Notes Asbestos Fibrous
Components
Non-Fibrous
Components
Attributes
Treatment
Ryan AbrahamsonAttn:Customer:ECS, Ltd.
4811 Koger Blvd
Greensboro, NC 27407 Analysis ID:1613168_PLM
Date Reported:7/7/2016
Date Received:7/6/2016
Lab Order ID:1613168
None Detected1-1 DW/JC
drywall: none detect; joint
compnd: none detect
White, Gray
Non Fibrous
Heterogeneous
Crushed1613168PLM_1
Cellulose
Fiber Glass Other 5%
3% 92%
None Detected1-2 DW/JC
drywall: none detect; joint
compnd: none detect
White, Gray
Non Fibrous
Heterogeneous
Crushed1613168PLM_2
Cellulose Other 10% 90%
None Detected1-3 DW/JC
drywall: none detect; joint
compnd: none detect
White, Gray
Non Fibrous
Heterogeneous
Crushed1613168PLM_3
Cellulose
Fiber Glass Other 5%
3% 92%
None Detected1-4 DW/JC
drywall: none detect; joint
compnd: none detect
White, Gray
Non Fibrous
Heterogeneous
Crushed1613168PLM_4
Cellulose
Fiber Glass Other 5%
3% 92%
None Detected1-5 DW/JC
drywall: none detect; joint
compnd: none detect
White, Gray
Non Fibrous
Heterogeneous
Crushed1613168PLM_5
Cellulose
Fiber Glass Other 5%
3% 92%
None Detected2-6 - A Cove base - grey
covebase
Gray
Non Fibrous
Homogeneous
Ashed1613168PLM_6
Other 100%
None Detected2-6 - B Cove base - grey
mastic
Tan
Non Fibrous
Homogeneous
Ashed1613168PLM_38
Other 100%
None Detected2-7 - A Cove base - grey
covebase
Gray
Non Fibrous
Homogeneous
Ashed1613168PLM_7
Other 100%
Disclaimer: Due to the nature of the EPA 600 method, asbestos may not be detected in samples containing low levels of asbestos. We strongly recommend that analysis of floor tiles, vermiculite, and/orheterogeneous soil samples be conducted by TEM for confirmation of “None Detected” by PLM. This report relates only to the samples tested and may not be reproduced, except in full, without the writtenapproval of SAI. This report may not be used by the client to claim product endorsement by NVLAP or any other agency of the U.S. government. Analytical uncertainty available upon request. Scientific
Analytical Institute participates in the NVLAP Proficiency Testing program. Unless otherwise noted blank sample correction was not performed. Estimated MDL is 0.1%.
Page 1 of 7
Approved SignatoryAnalyst
Scientific Analytical Institute, Inc. 4604 Dundas Dr. Greensboro, NC 27407 (336) 292-3888
Megan Javonovich (51)
P-F-002 r15 1/15/2018
Bulk Asbestos Analysis
By Polarized Light Microscopy
EPA Method: 600/R-93/116 and 600/M4-82-020
LAB #173190
Brookstown/2339Project:
Sample ID
Lab Sample ID
Description
Lab Notes Asbestos Fibrous
Components
Non-Fibrous
Components
Attributes
Treatment
Ryan AbrahamsonAttn:Customer:ECS, Ltd.
4811 Koger Blvd
Greensboro, NC 27407 Analysis ID:1613168_PLM
Date Reported:7/7/2016
Date Received:7/6/2016
Lab Order ID:1613168
None Detected2-7 - B Cove base - grey
mastic
Tan
Non Fibrous
Homogeneous
Ashed1613168PLM_39
Other 100%
None Detected3-8 Ceiling tile 2x4 p&f Gray
Fibrous
Homogeneous
Ashed1613168PLM_8
Cellulose
Mineral Wool
Perlite
Other
40%
10%
30%
20%
None Detected3-9 Ceiling tile 2x4 p&f Gray
Fibrous
Homogeneous
Ashed1613168PLM_9
Cellulose
Mineral Wool
Perlite
Other
40%
10%
30%
20%
None Detected3-10 Ceiling tile 2x4 p&f Gray
Fibrous
Homogeneous
Ashed1613168PLM_10
Mineral Wool
Mineral Wool
Perlite
Other
40%
10%
30%
20%
None Detected4-11 - A 12x12 VCT blue
tile
Gray, Blue
Non Fibrous
Homogeneous
Dissolved1613168PLM_11
Other 100%
None Detected4-11 - B 12x12 VCT blue
mastic
Yellow
Non Fibrous
Homogeneous
Dissolved1613168PLM_40
Other 100%
None Detected4-12 - A 12x12 VCT blue
tile
Gray, Blue
Non Fibrous
Homogeneous
Dissolved1613168PLM_12
Other 100%
None Detected4-12 - B 12x12 VCT blue
mastic
Yellow
Non Fibrous
Homogeneous
Dissolved1613168PLM_41
Other 100%
Disclaimer: Due to the nature of the EPA 600 method, asbestos may not be detected in samples containing low levels of asbestos. We strongly recommend that analysis of floor tiles, vermiculite, and/orheterogeneous soil samples be conducted by TEM for confirmation of “None Detected” by PLM. This report relates only to the samples tested and may not be reproduced, except in full, without the writtenapproval of SAI. This report may not be used by the client to claim product endorsement by NVLAP or any other agency of the U.S. government. Analytical uncertainty available upon request. Scientific
Analytical Institute participates in the NVLAP Proficiency Testing program. Unless otherwise noted blank sample correction was not performed. Estimated MDL is 0.1%.
Page 2 of 7
Approved SignatoryAnalyst
Scientific Analytical Institute, Inc. 4604 Dundas Dr. Greensboro, NC 27407 (336) 292-3888
Megan Javonovich (51)
P-F-002 r15 1/15/2018
Bulk Asbestos Analysis
By Polarized Light Microscopy
EPA Method: 600/R-93/116 and 600/M4-82-020
LAB #173190
Brookstown/2339Project:
Sample ID
Lab Sample ID
Description
Lab Notes Asbestos Fibrous
Components
Non-Fibrous
Components
Attributes
Treatment
Ryan AbrahamsonAttn:Customer:ECS, Ltd.
4811 Koger Blvd
Greensboro, NC 27407 Analysis ID:1613168_PLM
Date Reported:7/7/2016
Date Received:7/6/2016
Lab Order ID:1613168
3% Chrysotile5-13 - A 12x12 VCT white
tile
White
Non Fibrous
Homogeneous
Dissolved1613168PLM_13
Other 97%
None Detected5-13 - B 12x12 VCT white
mmastic
Yellow
Non Fibrous
Homogeneous
Dissolved1613168PLM_42
Other 100%
Not Analyzed5-14 - A 12x12 VCT white
tile1613168PLM_14
None Detected5-14 - B 12x12 VCT white
mastic
Yellow
Non Fibrous
Homogeneous
Dissolved1613168PLM_43
Other 100%
None Detected6-15 - A 12x12 VCT grey
tile
Gray
Non Fibrous
Homogeneous
Dissolved1613168PLM_15
Other 100%
None Detected6-15 - B 12x12 VCT grey
mastic
Yellow
Non Fibrous
Homogeneous
Dissolved1613168PLM_44
Other 100%
None Detected6-16 - A 12x12 VCT grey
tile
Gray
Non Fibrous
Homogeneous
Dissolved1613168PLM_16
Other 100%
None Detected6-16 - B 12x12 VCT grey
mastic
Yellow
Non Fibrous
Homogeneous
Dissolved1613168PLM_45
Other 100%
Disclaimer: Due to the nature of the EPA 600 method, asbestos may not be detected in samples containing low levels of asbestos. We strongly recommend that analysis of floor tiles, vermiculite, and/orheterogeneous soil samples be conducted by TEM for confirmation of “None Detected” by PLM. This report relates only to the samples tested and may not be reproduced, except in full, without the writtenapproval of SAI. This report may not be used by the client to claim product endorsement by NVLAP or any other agency of the U.S. government. Analytical uncertainty available upon request. Scientific
Analytical Institute participates in the NVLAP Proficiency Testing program. Unless otherwise noted blank sample correction was not performed. Estimated MDL is 0.1%.
Page 3 of 7
Approved SignatoryAnalyst
Scientific Analytical Institute, Inc. 4604 Dundas Dr. Greensboro, NC 27407 (336) 292-3888
Megan Javonovich (51)
P-F-002 r15 1/15/2018
Bulk Asbestos Analysis
By Polarized Light Microscopy
EPA Method: 600/R-93/116 and 600/M4-82-020
LAB #173190
Brookstown/2339Project:
Sample ID
Lab Sample ID
Description
Lab Notes Asbestos Fibrous
Components
Non-Fibrous
Components
Attributes
Treatment
Ryan AbrahamsonAttn:Customer:ECS, Ltd.
4811 Koger Blvd
Greensboro, NC 27407 Analysis ID:1613168_PLM
Date Reported:7/7/2016
Date Received:7/6/2016
Lab Order ID:1613168
None Detected7-17 - A Cove base - black
covebase
Black
Non Fibrous
Homogeneous
Ashed1613168PLM_17
Other 100%
None Detected7-17 - B Cove base - black
mastic
Yellow
Non Fibrous
Homogeneous
Ashed1613168PLM_46
Other 100%
None Detected7-18 - A Cove base - black
covebase
Black
Non Fibrous
Homogeneous
Ashed1613168PLM_18
Other 100%
None Detected7-18 - B Cove base - black
mastic
Yellow
Non Fibrous
Homogeneous
Ashed1613168PLM_47
Other 100%
None Detected8-19 DW/JC
drywall: none detect; joint
compnd: none detect
White, Gray
Non Fibrous
Heterogeneous
Crushed1613168PLM_19
Cellulose
Fiber Glass Other 5%
3% 92%
None Detected8-20 DW/JC
drywall: none detect; joint
compnd: none detect
White, Gray
Non Fibrous
Heterogeneous
Crushed1613168PLM_20
Cellulose
Fiber Glass Other 5%
3% 92%
None Detected8-21 DW/JC
drywall: none detect; joint
compnd: none detect
White, Gray
Non Fibrous
Heterogeneous
Crushed1613168PLM_21
Cellulose
Fiber Glass Other 5%
3% 92%
None Detected9-22 - A 9"x9" Tan VCT
mastic 1
Yellow
Non Fibrous
Homogeneous
Dissolved1613168PLM_22
Synthetic Fibers Other 3% 97%
Disclaimer: Due to the nature of the EPA 600 method, asbestos may not be detected in samples containing low levels of asbestos. We strongly recommend that analysis of floor tiles, vermiculite, and/orheterogeneous soil samples be conducted by TEM for confirmation of “None Detected” by PLM. This report relates only to the samples tested and may not be reproduced, except in full, without the writtenapproval of SAI. This report may not be used by the client to claim product endorsement by NVLAP or any other agency of the U.S. government. Analytical uncertainty available upon request. Scientific
Analytical Institute participates in the NVLAP Proficiency Testing program. Unless otherwise noted blank sample correction was not performed. Estimated MDL is 0.1%.
Page 4 of 7
Approved SignatoryAnalyst
Scientific Analytical Institute, Inc. 4604 Dundas Dr. Greensboro, NC 27407 (336) 292-3888
Megan Javonovich (51)
P-F-002 r15 1/15/2018
Bulk Asbestos Analysis
By Polarized Light Microscopy
EPA Method: 600/R-93/116 and 600/M4-82-020
LAB #173190
Brookstown/2339Project:
Sample ID
Lab Sample ID
Description
Lab Notes Asbestos Fibrous
Components
Non-Fibrous
Components
Attributes
Treatment
Ryan AbrahamsonAttn:Customer:ECS, Ltd.
4811 Koger Blvd
Greensboro, NC 27407 Analysis ID:1613168_PLM
Date Reported:7/7/2016
Date Received:7/6/2016
Lab Order ID:1613168
5% Chrysotile9-22 - B 9"x9" Tan VCT
tile
Tan
Non Fibrous
Homogeneous
Dissolved1613168PLM_48
Other 95%
8% Chrysotile9-22-C 9"x9" Tan VCT
mastic 2
Black
Non Fibrous
Homogeneous
Dissolved1613168PLM_51
Other 92%
None Detected9-23 - A 9"x9" Tan VCT
mastic 1
Yellow
Non Fibrous
Homogeneous
Dissolved1613168PLM_23
Synthetic Fibers Other 3% 97%
Not Analyzed9-23 - B 9"x9" Tan VCT
tile1613168PLM_49
Not Analyzed9-23 - C 9"x9" Tan VCT
mastic 21613168PLM_50
None Detected10-24 Wall texture White
Non Fibrous
Homogeneous
Crushed1613168PLM_24
Other 100%
None Detected10-25 Wall texture White
Non Fibrous
Homogeneous
Crushed1613168PLM_25
Other 100%
None Detected10-26 Wall texture White
Non Fibrous
Homogeneous
Crushed1613168PLM_26
Other 100%
Disclaimer: Due to the nature of the EPA 600 method, asbestos may not be detected in samples containing low levels of asbestos. We strongly recommend that analysis of floor tiles, vermiculite, and/orheterogeneous soil samples be conducted by TEM for confirmation of “None Detected” by PLM. This report relates only to the samples tested and may not be reproduced, except in full, without the writtenapproval of SAI. This report may not be used by the client to claim product endorsement by NVLAP or any other agency of the U.S. government. Analytical uncertainty available upon request. Scientific
Analytical Institute participates in the NVLAP Proficiency Testing program. Unless otherwise noted blank sample correction was not performed. Estimated MDL is 0.1%.
Page 5 of 7
Approved SignatoryAnalyst
Scientific Analytical Institute, Inc. 4604 Dundas Dr. Greensboro, NC 27407 (336) 292-3888
Megan Javonovich (51)
P-F-002 r15 1/15/2018
Bulk Asbestos Analysis
By Polarized Light Microscopy
EPA Method: 600/R-93/116 and 600/M4-82-020
LAB #173190
Brookstown/2339Project:
Sample ID
Lab Sample ID
Description
Lab Notes Asbestos Fibrous
Components
Non-Fibrous
Components
Attributes
Treatment
Ryan AbrahamsonAttn:Customer:ECS, Ltd.
4811 Koger Blvd
Greensboro, NC 27407 Analysis ID:1613168_PLM
Date Reported:7/7/2016
Date Received:7/6/2016
Lab Order ID:1613168
2% Chrysotile11-27 Window glazing White
Non Fibrous
Homogeneous
Crushed1613168PLM_27
Other 98%
Not Analyzed11-28 Window glazing
1613168PLM_28
None Detected12-29 1x1 Ceiling tile Tan
Fibrous
Homogeneous
Ashed1613168PLM_29
Cellulose Other 95% 5%
None Detected12-30 1x1 Ceiling tile Tan
Fibrous
Homogeneous
Ashed1613168PLM_30
Cellulose Other 95% 5%
None Detected12-31 1x1 Ceiling tile Tan
Fibrous
Homogeneous
Ashed1613168PLM_31
Cellulose Other 95% 5%
None Detected13-32 DW/JC
drywall: none detect; joint
compnd: none detect
White, Gray
Non Fibrous
Heterogeneous
Crushed1613168PLM_32
Cellulose Other 10% 90%
None Detected13-33 DW/JC
drywall only
Gray
Non Fibrous
Homogeneous
Crushed1613168PLM_33
Cellulose Other 15% 85%
None Detected13-34 DW/JC
drywall only
Gray
Non Fibrous
Homogeneous
Crushed1613168PLM_34
Cellulose Other 15% 85%
Disclaimer: Due to the nature of the EPA 600 method, asbestos may not be detected in samples containing low levels of asbestos. We strongly recommend that analysis of floor tiles, vermiculite, and/orheterogeneous soil samples be conducted by TEM for confirmation of “None Detected” by PLM. This report relates only to the samples tested and may not be reproduced, except in full, without the writtenapproval of SAI. This report may not be used by the client to claim product endorsement by NVLAP or any other agency of the U.S. government. Analytical uncertainty available upon request. Scientific
Analytical Institute participates in the NVLAP Proficiency Testing program. Unless otherwise noted blank sample correction was not performed. Estimated MDL is 0.1%.
Page 6 of 7
Approved SignatoryAnalyst
Scientific Analytical Institute, Inc. 4604 Dundas Dr. Greensboro, NC 27407 (336) 292-3888
Megan Javonovich (51)
P-F-002 r15 1/15/2018
Bulk Asbestos Analysis
By Polarized Light Microscopy
EPA Method: 600/R-93/116 and 600/M4-82-020
LAB #173190
Brookstown/2339Project:
Sample ID
Lab Sample ID
Description
Lab Notes Asbestos Fibrous
Components
Non-Fibrous
Components
Attributes
Treatment
Ryan AbrahamsonAttn:Customer:ECS, Ltd.
4811 Koger Blvd
Greensboro, NC 27407 Analysis ID:1613168_PLM
Date Reported:7/7/2016
Date Received:7/6/2016
Lab Order ID:1613168
None Detected14-35 2x4 Ceiling tile Gray
Fibrous
Homogeneous
Ashed1613168PLM_35
Cellulose
Mineral Wool
Perlite
Other
40%
30%
20%
10%
None Detected14-36 2x4 Ceiling tile Gray
Fibrous
Homogeneous
Ashed1613168PLM_36
Cellulose
Mineral Wool
Perlite
Other
40%
30%
20%
10%
None Detected14-37 2x4 Ceiling tile Gray
Fibrous
Homogeneous
Ashed1613168PLM_37
Cellulose
Mineral Wool
Perlite
Other
40%
30%
20%
10%
Disclaimer: Due to the nature of the EPA 600 method, asbestos may not be detected in samples containing low levels of asbestos. We strongly recommend that analysis of floor tiles, vermiculite, and/orheterogeneous soil samples be conducted by TEM for confirmation of “None Detected” by PLM. This report relates only to the samples tested and may not be reproduced, except in full, without the writtenapproval of SAI. This report may not be used by the client to claim product endorsement by NVLAP or any other agency of the U.S. government. Analytical uncertainty available upon request. Scientific
Analytical Institute participates in the NVLAP Proficiency Testing program. Unless otherwise noted blank sample correction was not performed. Estimated MDL is 0.1%.
Page 7 of 7
Approved SignatoryAnalyst
Scientific Analytical Institute, Inc. 4604 Dundas Dr. Greensboro, NC 27407 (336) 292-3888
Megan Javonovich (51)
P-F-002 r15 1/15/2018
jLflI31~g
II: 4811 Koger Blvd 4604 Dundas Drive.
Greensboro, NC 27407 Greensboro, NC 2 7407 ~Ph: (336) 856-7150 Ph: 336-292-3888
, .' <. 'I ~ Fax: (336) 856-7160 Fax: 336-292-3313
www.ecsllmited.com www.sailab.com -.
Contact: Ryan Abrahamson ADaJya. Types Turn Aroond Times
Phone: (336) 601-3929 Email: rabrahamsoo@ecslimited.corr PLM ~osilive SlOP~oint COUDt 0 90 min. D 48 hours ~
AIL Contact: TEMAHERAO TEM Level II 0 3 bours D 72 hours D
Phone: Email: Micro Spore Trap 0 Fungal Culture 0 6 hours D 96 bours D
Project NameI~ I;. Micro Direct Exam 0 Lead Air 0 12 hours D 120 bours D
City/Slate: ~.::.~'" .;2.3'3"1 Lead Paint 0 Lead Soil 0 Lead Wipe 0 24 bours D 144+ hours D
HAt ~i -' -becatioR Volmne 1 Con.titioIF-Fnw.r . -RecOmmendation
I
Ii{ ~s-DW/S-L 1-(....\ I'\IM*...
~ 1 1Co...e.. ~e. -~<~ ':;be ,
~IO I
~ ") rp~-\,~ T.: It.. ~}('-/ R-v ?-'~
'-f II
I~ j;t "flueT ()iut1-,1(10
5
\-; ~/I~It{ lj,..y p. V0w\,v:.K
C )5'
lb r).x If}.. \Jt.1 C." t,v IUr-o
17 1
I IS c.".. ~otX.~ 8r..d:.. (,0/
'3 it)
7-<::) ~(5L ·lIVUlk.,c-" c.I ~ SJ.,eo-a-I
I )..~ ~l(~
9-3 g"t4 'I -1 ~Vel I"'K':'P 6vVIA
n "4 1?Jtlj!) Ig.s L00l..1\\~ !I' ~"
\I
{)-1
\ iJ ..,,-tA.~,,) h\o..'7-.'-"" k#;,?-I ]J.tJAc'}o
~., 1;1." (~
I)~o
I)'l Gt.:\,.....\; \~ tJ.. ... ().
~l 1\1>1';
Notes: ~d B
~0
I
d2q:ShedbY I?1i~t~j{1 r ( \vt:rB 1 ?~t1DeJ;age _Of_
I ,.
Bulk Asbestos Analysis
By Polarized Light Microscopy
EPA Method: 600/R-93/116 and 600/M4-82-020
LAB #173190
Brookstown Ave/2339Project:
Sample ID
Lab Sample ID
Description
Lab Notes Asbestos Fibrous
Components
Non-Fibrous
Components
Attributes
Treatment
Ryan AbrahamsonAttn:Customer:ECS, Ltd.
4811 Koger Blvd
Greensboro, NC 27407 Analysis ID:1614807_PLM
Date Reported:7/29/2016
Date Received:7/28/2016
Lab Order ID:1614807
None Detected15-38 DW/JC
drywall: none detect; joint
compnd: none detect
Gray, White
Non Fibrous
Heterogeneous
Crushed1614807PLM_1
Cellulose
Fiber Glass Other 10%
5% 85%
None Detected15-39 DW/JC
drywall: none detect; joint
compnd: none detect
Gray, White
Non Fibrous
Heterogeneous
Crushed1614807PLM_2
Cellulose
Fiber Glass Other 10%
5% 85%
None Detected15-40 DW/JC
drywall: none detect; joint
compnd: none detect
Gray, White
Non Fibrous
Heterogeneous
Crushed1614807PLM_3
Cellulose
Fiber Glass Other 10%
5% 85%
None Detected15-41 DW/JC
drywall: none detect; joint
compnd: none detect
Gray, White
Non Fibrous
Heterogeneous
Crushed1614807PLM_4
Cellulose
Fiber Glass Other 10%
5% 85%
None Detected15-42 DW/JC
drywall: none detect; joint
compnd: none detect
Gray, White
Non Fibrous
Heterogeneous
Crushed1614807PLM_5
Cellulose
Fiber Glass Other 10%
5% 85%
None Detected16-43 - A Blue covebase
covebase
Blue
Non Fibrous
Homogeneous
Ashed1614807PLM_6
Other 100%
None Detected16-43 - B Blue covebase
mastic
Tan
Non Fibrous
Homogeneous
Ashed1614807PLM_13
Other 100%
None Detected16-43 - C Blue covebase
joint compound
Beige
Non Fibrous
Homogeneous
Crushed1614807PLM_14
Other 100%
Disclaimer: Due to the nature of the EPA 600 method, asbestos may not be detected in samples containing low levels of asbestos. We strongly recommend that analysis of floor tiles, vermiculite, and/orheterogeneous soil samples be conducted by TEM for confirmation of “None Detected” by PLM. This report relates only to the samples tested and may not be reproduced, except in full, without the writtenapproval of SAI. This report may not be used by the client to claim product endorsement by NVLAP or any other agency of the U.S. government. Analytical uncertainty available upon request. Scientific
Analytical Institute participates in the NVLAP Proficiency Testing program. Unless otherwise noted blank sample correction was not performed. Estimated MDL is 0.1%.
Page 1 of 3
Approved SignatoryAnalyst
Scientific Analytical Institute, Inc. 4604 Dundas Dr. Greensboro, NC 27407 (336) 292-3888
Megan Javonovich (18)
P-F-002 r15 1/15/2018
Bulk Asbestos Analysis
By Polarized Light Microscopy
EPA Method: 600/R-93/116 and 600/M4-82-020
LAB #173190
Brookstown Ave/2339Project:
Sample ID
Lab Sample ID
Description
Lab Notes Asbestos Fibrous
Components
Non-Fibrous
Components
Attributes
Treatment
Ryan AbrahamsonAttn:Customer:ECS, Ltd.
4811 Koger Blvd
Greensboro, NC 27407 Analysis ID:1614807_PLM
Date Reported:7/29/2016
Date Received:7/28/2016
Lab Order ID:1614807
None Detected16-44 - A Blue covebase
covebase
Blue
Non Fibrous
Homogeneous
Ashed1614807PLM_7
Other 100%
None Detected16-44 - B Blue covebase
mastic
Tan
Non Fibrous
Homogeneous
Ashed1614807PLM_15
Other 100%
None Detected16-44 - C Blue covebase
joibt compound
Beige
Non Fibrous
Homogeneous
Crushed1614807PLM_16
Other 100%
None Detected17-45 - A Roofing
roofing
Black
Fibrous
Heterogeneous
Dissolved1614807PLM_8
Synthetic Fibers
Fiber Glass Other 15%
10% 75%
None Detected17-45 - B Roofing
insulation
Gray
Fibrous
Homogeneous
Ashed1614807PLM_17
Cellulose Perlite
Other 70% 25%
5%
None Detected17-46 - A Roofing
roofing
Black
Fibrous
Heterogeneous
Dissolved1614807PLM_9
Fiber Glass
Cellulose Other 10%
10% 80%
None Detected17-46 - B Roofing
insulation
Gray
Fibrous
Homogeneous
Ashed1614807PLM_18
Cellulose Perlite
Other 70% 25%
5%
None Detected18-47 Roof mastic Black
Non Fibrous
Homogeneous
Dissolved1614807PLM_10
Other 100%
Disclaimer: Due to the nature of the EPA 600 method, asbestos may not be detected in samples containing low levels of asbestos. We strongly recommend that analysis of floor tiles, vermiculite, and/orheterogeneous soil samples be conducted by TEM for confirmation of “None Detected” by PLM. This report relates only to the samples tested and may not be reproduced, except in full, without the writtenapproval of SAI. This report may not be used by the client to claim product endorsement by NVLAP or any other agency of the U.S. government. Analytical uncertainty available upon request. Scientific
Analytical Institute participates in the NVLAP Proficiency Testing program. Unless otherwise noted blank sample correction was not performed. Estimated MDL is 0.1%.
Page 2 of 3
Approved SignatoryAnalyst
Scientific Analytical Institute, Inc. 4604 Dundas Dr. Greensboro, NC 27407 (336) 292-3888
Megan Javonovich (18)
P-F-002 r15 1/15/2018
Bulk Asbestos Analysis
By Polarized Light Microscopy
EPA Method: 600/R-93/116 and 600/M4-82-020
LAB #173190
Brookstown Ave/2339Project:
Sample ID
Lab Sample ID
Description
Lab Notes Asbestos Fibrous
Components
Non-Fibrous
Components
Attributes
Treatment
Ryan AbrahamsonAttn:Customer:ECS, Ltd.
4811 Koger Blvd
Greensboro, NC 27407 Analysis ID:1614807_PLM
Date Reported:7/29/2016
Date Received:7/28/2016
Lab Order ID:1614807
None Detected19-48 Roof flashing Black, Silver
Fibrous
Heterogeneous
Dissolved1614807PLM_11
Synthetic Fibers Other 20% 80%
None Detected19-49 Roof flashing Black, Silver
Fibrous
Heterogeneous
Dissolved1614807PLM_12
Synthetic Fibers Other 20% 80%
Disclaimer: Due to the nature of the EPA 600 method, asbestos may not be detected in samples containing low levels of asbestos. We strongly recommend that analysis of floor tiles, vermiculite, and/orheterogeneous soil samples be conducted by TEM for confirmation of “None Detected” by PLM. This report relates only to the samples tested and may not be reproduced, except in full, without the writtenapproval of SAI. This report may not be used by the client to claim product endorsement by NVLAP or any other agency of the U.S. government. Analytical uncertainty available upon request. Scientific
Analytical Institute participates in the NVLAP Proficiency Testing program. Unless otherwise noted blank sample correction was not performed. Estimated MDL is 0.1%.
Page 3 of 3
Approved SignatoryAnalyst
Scientific Analytical Institute, Inc. 4604 Dundas Dr. Greensboro, NC 27407 (336) 292-3888
Megan Javonovich (18)
P-F-002 r15 1/15/2018
10 lif() 7
4811 Koger Blvd 4604 Dundas Drive.
Greensboro, NC 27407 Greensboro, NC 27407
Ph: (336) 856-7150 Ph: 336-292-3888
Fax: (336) 856-7160 Fax: 336-292-3313
www.ecslimited.com www.sai/ab.com
Contact: Ryan Abrahamson Analysis Types I Turn AroOBd Tunes
Phone: (336) 601-3929 Email: rabrahamson@ecslimited.colT PUy,*-,Positive Stop'N Point Count 0 90 min. 0 48 hours
Alt. Contact: TEM AHERA 0 TEM Level n 0 3 hours 0 72 hours o
Phone: Email: Micro Spore Trap 0 Fungal Culture 0 6 bours o 96 hours o
Project Name/#: ~ I Micro Direct Exam 0 Lead Air 0 12 hours o 120 hours o
City/State: \.)~¥.s\-o..u.'"\!l~ / d3.37' Lead Paint 0 Lead Soil 0 Lead Wipe 0 24 hours o
(
HA# Sample # MateriallSampie Location Volume Condition-FINF-Quantity-Recommendation
(~
\1
/8
Notes:
L(3
Lf'7
/
Appendix E
Environmental Data for 322 North Green
Street
Back to Table of Contents
Appendix F
Environmental Data for 955 Brookstown Avenue
Back to Table of Contents
TABLE 1
Date 3/23/2015
SA
M
P
L
E
I
D
DE
P
T
H
DA
T
E
N-
B
u
t
y
l
b
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n
z
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c
-
B
u
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n
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n
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b
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n
z
e
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p
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o
p
y
l
b
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n
z
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e
Na
p
h
t
h
a
l
e
n
e
N-
p
r
o
p
y
l
b
e
n
z
e
n
e
1,
2
,
4
-
T
r
i
m
e
t
h
y
l
b
e
n
z
e
n
e
1,
3
,
5
-
T
r
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t
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y
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b
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e
To
t
a
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s
1-
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e
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a
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2-
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a
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t
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r
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a
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g
e
t
e
d
C
o
m
p
o
u
n
d
s
SW1-10-15 10-15 2/23/2015 BQL BQL BQL BQL BQL BQL BQL BQL BQL BQL BQL BQL BQL BQL
SW2-10-15 10-15 2/23/2015 BQL BQL BQL BQL BQL BQL BQL BQL BQL BQL BQL BQL BQL BQL
SW3-5-10 5-10 2/23/2015 BQL BQL BQL BQL BQL BQL BQL BQL BQL BQL BQL BQL BQL BQL
SW4-8-10 8-10 2/27/2015 BQL BQL BQL BQL BQL BQL BQL BQL BQL BQL BQL BQL BQL BQL
S81-8-10 8-10 2/25/2015 6.03 3.16 20.80 6.16 15.90 13.00 6.84 BQL 7.67 BQL 3.77 7.53 12.60 BQL
S81-15-17 15-17 2/25/2015 4.96 2.54 12.00 4.65 23.70 9.38 56.10 38.30 66.70 BQL BQL 3.75 10.50 BQL
S82-3-5 3-5 2/25/2015 2.51 BQL 7.87 2.23 8.79 6.06 30.90 22.50 17.70 BQL 0.348 0.736 1.80 BQL
S82-15-17 15-17 2/25/2015 3.16 1.39 3.69 2.13 20.00 4.50 33.50 24.40 25.90 BQL BQL BQL 5.79 BQL
S83-15-17 15-17 2/25/2015 3.85 2.32 6.35 2.94 15.90 5.84 39.30 27.60 24.60 BQL BQL 5.75 7.41 BQL
S83-23-25 23-25 2/25/2015 5.85 3.95 21.10 6.77 27.70 12.30 71.50 51.90 84.90 BQL 5.29 13.20 20.20 BQL
S84-15-17 15-17 2/25/2015 0.868 0.437 0.492 0.346 4.23 0.922 6.73 3.90 2.01 BQL BQL 3.52 3.76 BQL
S84-23-25 23-25 2/25/2015 2.45 1.50 1.88 1.34 10.70 2.77 22.30 13.90 12.00 BQL BQL 4.57 5.59 BQL
S85-2-5 2-5 2/25/2015 1.83 1.12 1.23 0.977 5.32 2.07 5.43 4.06 0.880 BQL 0.462 1.04 0.932 BQL
S85-15-17 15-17 2/25/2015 2.07 1.06 1.67 0.953 7.95 1.93 16.60 11 .10 7.95 BQL BQL 0.635 0.800 BQL
S86-15-17 15-17 2/25/2015 BQL BQL BQL BQL 0.036 BQL 0.029 0.015 0.014 BQL BQL BQL BQL BQL
S86-23-25 23-25 2/25/2015 0.372 BQL BQL BQL 1.21 BQL 2.01 1.04 BQL BQL 0.667 1.30 0.600 BQL
4.3 3.3 4.90 1.7 0.16 1.7 8.5 8.3 4.6 NS 0.004 3.60 0.16 NS
626 626 1,560 1,564 313 626 782 782 3,129 NS 20 63 313 NS
16,350 16,350 40,000 40,880 8,176 16,350 20,440 20,440 81,760 NS 100 1,635 8,176 NS
Bold=above soil to GW MSCC
Nothing above residential
Comercial MSCC
SUMMARY OF SOIL SAMPLING RESULTS
Analytical Method EPA Method 8260 (mg/kg)EPA Method 8270 (mg/kg)
Soil to Groundwater MSCC
Residential MSCC
SA
M
P
L
E
I
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Ap
p
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(
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-
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)
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1,2
,
4
-
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SW1 33.41 2/23/2015 BQL BQL BQL BQL BQL BQL BQL BQL BQL
SW2 34.55 2/23/2015 BQL BQL BQL BQL BQL BQL BQL BQL BQL
SW3 19.00 2/23/2015 BQL BQL BQL BQL BQL BQL BQL BQL BQL
SW4 22.80 2/27/2015 BQL BQL BQL BQL BQL 25.80 BQL BQL BQL
SW6 30.55 2/25/2015 BQL BQL BQL 0.70 BQL 3.55 BQL BQL BQL
1.0 70 600 400 500 0.7 6 15 NA
5.000 70.000 84.500 28.500 85.500 700 6.000 15.000 NA
Bold = exceeds NCAC 2L Standards
GROUNDWATER ANALYTICAL
Analytical Method Volatile Organics (EPA METHOD 8260 (ug/L)
2L Standards
GCLs
TABLE 3
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VP-1 8 3/9/2015 ND 6.9 ND ND 0.7 ND 19 1.1 ND 0.56 .69j
VP-2*8 3/9/2015 ND ND ND ND ND ND 16 ND ND 26 ND
VP-3 subslab 3/9/2015 ND 0.87 6.8 2 1.9 1.9 20 1.8 1.2 ND ND
VP-4 subslab 3/9/2015 ND 4.1 3.6 1.3 1 1.50 25 1.6 .80j ND ND
VP-5 8 5/4/2015 .48j ND 3.0 1.2 .56j 1.1 4.7 2.2 ND 16 ND
VP-6 8 5/4/2015 ND ND 1.9 0.98 1.1 0.59j 5.8 1.1 ND 6.1 ND
VP-7 8 5/4/2015 ND ND 0.98 ND ND ND 3.7 0.67 ND 3 ND
1,390 34,800 49 NS NS NS 216,000 120 25.3 4,870.00 156
17500 438,000 613 NS NS NS 2,720,000 1,570 331 61,300.00 2,040
Va
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VP-1 8 3/9/2015 ND 2.9 ND ND ND ND 1.6 .77j 3.5 0.61 1.3
VP-2*8 3/9/2015 9.3 ND ND ND ND ND ND ND ND ND ND
VP-3 subslab 3/9/2015 7.1 ND ND 2.2 ND 3.3 4.6 .84j 17 ND ND
VP-4 subslab 3/9/2015 35 2.1 0.50j 1.3 3.6 4.00 1.9 1.1 3.5 ND ND
VP-5 8 5/4/2015 1.6 ND ND ND ND 1.6 3.7 6.2 ND 7.5 4.6
VP-6 8 5/4/2015 1.3 ND ND ND 1.9 1.2 5.6 9.7 ND 6.8 3.7
VP-7 8 5/4/2015 2.2 ND ND ND ND 0.65 4.7 9.2 ND 2.4 1.4
41 NS NS 41,700 487 374 NS NS NS NS 4,870
533 NS NS 526,000 6,130 4,910 NS NS NS NS 61,300
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VP-1 8 3/9/2015 7.9 0.69j 2.4 ND 0.9 ND ND ND ND 3.1 ND ND
VP-2*8 3/9/2015 ND ND ND ND ND ND ND 27,000 ND 4.5j ND ND
VP-3 subslab 3/9/2015 13 14 9.4 ND 1.6 4.5 1.2 130 12 16 ND ND
VP-4 subslab 3/9/2015 13 16 8.8 ND 1.4 4.80 1.1 130 10 12 ND ND
VP-5 8 5/4/2015 ND 4.2 5.7 ND ND 1.6 ND 28,000**ND 5.7 5.2 ND
VP-6 8 5/4/2015 ND 3.3 1 3.30 ND 1.1 ND 18,000**ND 6.1 4.7 1
VP-7 8 5/4/2015 ND 1.7 4.7 ND ND 0.96 ND 18,000**2 3.2 1.7 ND
NS 695 34,800 20,900 4,170 695 6,950 278 13,900 34,800 14 56
NS 8,760 438,000 263,000 52,600 8,760 87,600 3,500 175,000 438,000 175 ###
* unable to analyze at lower detection limit due to high concentration of PCE
**SPPB by Method TO15
j = Analyte detected at or below quantitation limits
exceeds non-residential
DWM residential Vapor Intrusion Screening
Levels
DWM non-residential Vapor Intrusion
Screening Levels
Analytical Method to-15 (UG/M3)
DWM residential Vapor Intrusion Screening
Levels
DWM non-residential Vapor Intrusion
Screening Levels
VAPOR ANALYTICAL RESULTS
Analytical Method to-15 (UG/M3)
DWM residential Vapor Intrusion Screening
Levels
DWM non-residential Vapor Intrusion
Screening Levels
Analytical Method to-15 (UG/M3)
Appendix G
Proposed Brownfield Work Plan
Back to Table of Contents
Piedmont Industrial Services, Inc.
1680 Lowery Street
Winston Salem, NC 27101
(336) 722-6505
fax 722-6529
February 17, 2017
James Rudder, P.G.
Project Manager
NCDENR-DWM-Brownfields Program
1646 Mail Service Center
Raleigh, NC 27699-1646
Phone: 919-707-8381
Subject: Brownfields Property Environmental Site Work Plan (Brownfield
Project Numbers: 18028-14-034 & 09020-05-34), 955 Brookstown
Avenue & portion of 322 N. Green Street, Winston-Salem, North
Carolina
Mr. Rudder:
Piedmont Industrial Services was contracted by DPJ Residential LLC (managing partner)
representing CCC West End Station LLC (property developer) to prepare the following
Site Work Plan for Brownfield’s Project Numbers: 18028-14-034 & 09020-05-34.
Piedmont proposes the following scope of work at the subject property in order to determine
if there are any environmental concerns that would affect the proposed Environmental
Management Plan (EMP) for the subject site. The proposed assessment activities are
intended to accomplish the following goals:
Provide additional soil and groundwater data for the 322 N. Green portion of the site
to be included in the proposed property development. Currently, no indications of
potential environmental impacts are known to currently exist on this portion of the
site. However, an AST formerly containing used motor oil was removed from the
vicinity immediate vicinity of the former Modern Chevrolet warehouse located in
the southern portion of the site. Following the excavation of stained surface soils no
further signs of impact were detected. Completion of this proposed assessment is
recommended in order to insure that no soil, groundwater or potential vapor
intrusion issues exist in this portion of the property. Building plans for the portion of
the proposed building structure running parallel to North Green Street are planned to
have residential dwellings located at surface grade (on concrete slab). Due the
existence of known environmental impact on a portion of the 955 Brookstown site,
the current building plans on this portion of the site have been designed with an open
air garage under the apartment building structure to minimize disturbance of areas of
known environmental impact and to avoid any potential vapor intrusion issues.
Based on current grading plan estimates approximately 12,453 cubic yards of soil
will be cut and relocated predominantly onto the Brookstown property. The
proposed assessment is intended to provide pre-clearance profiling of these materials
prior to commencement of the proposed grading plan.
The proposed assessment activities included the following:
Install 27 geoprobe soil borings within the proposed area of the building structure
along Green Street and within the areas of fill (cut) to be relocated elsewhere on site.
The proposed locations and construction details for the proposed borings are
presented on the attached figure.
Collected 34 soil samples to be analyzed at NC approved lab for VOCs ( EPA
Method 8260). One soil sample will be collected from each boring completed to a
depth of 10 feet. Two soil samples will be collected from each boring extending to
depths of greater than 10 feet.
Collected 28 soil samples to be analyzed at NC approved lab for SVOCs (EPA
Method 8270) and Total 8 RCRA Metals VOCs. One soil sample will be collected
from each 27 borings to be installed. Samples indicating the greatest degree of
potential impact or the closet sample interval to ground surface will be selected for
the additional testing.
A total of 5 of the proposed boring locations will be advanced to the depth of
groundwater to collect water samples for laboratory testing for VOCs ( EPA Method
8260), SVOCs (EPA Method 8270) and Total 8 RCRA Metals.
Prepare a report detailing the results of proposed environmental assessment
activities. Recommendations will be made concerning how the results may affect the
proposed Environmental Management Plan.
If you have any questions or require additional information, please contact Piedmont
Industrial Services at (336) 722-6505.
Best Regards,
Piedmont Industrial Services, Inc.
Tom Lennon, P.G.
Project Geologist
2
1 410
2 7
2 0
2 2
1 8
7
3
6
1
0
3
9
7
9
7
2
3
1
9
1 0
16-045
STIMMEL ASSOCIATES, P.A.
SHEET NO.:
SCALE:
JOB. NO:
SHEET TITLE:
DATE:
DRAWN:
REVISIONS:
CLIENT:
WE
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PROJECT:
SEALS:
DPJ RESIDENTIAL
ACQUISITIONS, LLC
ATTN: PORTER JONES
1539 TIPPAH PARK COURT
CHARLOTTE, NC 28205
(980) 226-6831
North
CUT / FILL
EXHIBIT
EN-1
1"=30'
DKJ
12/13/16
North
Appendix H
Contingency Plan for Unknown Conditions
Back to Table of Contents
Appendix H: Contingency Plan for Unknown Conditions
In the event redevelopment activities reveal unknown environmental conditions such as USTs, drums,
fuel lines, landfills, or waste materials are the following contingency plan has been developed.
1. Soil excavated as part of site grading and/or utility work may be placed back in the same
excavation or elsewhere at the site. In the event that previously unknown contamination is
suspected in this soil, it will be managed as described below.
2. During soil movement at the site, the workers or contractors will observe soils for changes that
make the soil unlike surrounding material. Evidence of potential environmental impacts could
include a change in color, change in odor, or observance of filled or previously disposed material
(i.e. scrap metal, buried metal slag, chemicals, drums, etc). Should any of the above be noted
during site work, the contractor will contact the project environmental consultant to observe
the suspect condition. If the project environmental consultant confirms that the material may
be impacted, then the procedures below will be implemented. In addition, the DEQ Brownfields
project manager will be contacted within one business day to advise that person of the
condition.
3. During initial earth moving work, the environmental consultant will visit the site on a daily basis
to screen soil for potential odors, staining or elevated organic vapor analyzer readings. If
impacted soil is suspected, the procedures noted below will be followed.
4. If impacted soil is encountered during grading and/or installation or removal of utilities,
excavation will proceed only as far as needed to allow grading and/or construction of the utility
to continue and/or only as far as needed.
5. Potentially impacted soil excavated during grading and/or utility line installation or removal may
be stockpiled and covered in a secure area to allow construction to progress. Potentially
impacted soil will be underlain by and covered with approximate 10-mil plastic sheeting. At
least one representative sample of the soil will be collected for analysis of VOCs and SVOCs. If
the results of analysis of the sample indicated that the soil could potentially exceed toxicity
characteristic hazardous waste criteria, then the soil will also be analyzed by the Toxicity
Characteristic Leaching Procedure (TCLP), as appropriate.
6. Impacted soil will be handled in the manner described below based upon the laboratory
analyses:
i. If no soil impacts are detected in a composite sample (other than which are
attributable to sampling or laboratory artifacts), then the soil will be deemed
suitable for use as on-site fill.
ii. If soil impacts are found which do not exceed the DEQ IHSB Residential PSRGs (other
than which are attributable to sampling or laboratory artifacts) and the soil is not
hazardous waste, then the soil may be used on-site as fill without conditions.
iii. If soil impacts are found which exceed the DEQ IHSB Residential PSRGs and the soil
is not hazardous waste, then the soil, with DEQ’s written approval, may be used on-
site as fill below a clean cover as defined in this EMP and its location will be
provided to DEQ in an updated survey plat.
iv. Impacted soil may be transported to a permitted facility such as a Subtitle D landfill
provided that the soil is accepted at the disposal facility. In the unlikely event that
the sample data indicated soil is hazardous waste, then the soil may need to be
transported off-site to a permitted disposal facility that can accept or treat
hazardous waste. In either case, acceptance documentation and manifests will be
provided to DEQ.
Sampling data for potentially impacted soil and for the disposition of impacted soil will be
provided to DEQ when the data becomes available. No off-site use of impacted soil will occur
without prior written DEQ approval.
7. If a sub-grade feature or pit is encountered and does not require removal for geotechnical or
construction purposes, it will be filled with soil or suitable fill and construction will proceed.
Where appropriate, the bottom may be penetrated before backfilling to prevent fluid
accumulation. If the pit has waste in it, the waste may be set aside in a secure area and will be
sampled for waste disposal purposes for TCLP VOCs and TCLP SVOCs and disposed off-site at a
permitted facility or the waste will be managed onsite in accordance with the EMP, whichever is
most applicable based on the type of waste present. If the pit must be removed and the
observed waste characteristics indicate the concrete may potentially be contaminated to a
significant degree, the concrete will be sampled and analyzed by methods specified by the
disposal facility.
8. If buried piping is encountered and must be removed to allow installation to proceed, the
contractor will inspect the pipe for fluids, collect the fluids where appropriate, and look for signs
of a release using field methods. The collected fluids will be sampled for to determine
appropriate disposition of the fluid.
9. If impacted surface water run-off or groundwater gathers in an open excavation, the
accumulated run-off will be allowed to evaporate, or sampled and discharged to surface water
provided it does not contain compound concentrations above DEQ surface water quality criteria,
or tested and disposed off-site at a permitted facility. Alternative, such water may be used for
dust control.
10. In the event that soil within an excavation cannot be dried adequately for construction purposes
using the methods described above, the soil may be amended with clean soil, aggregate, drying
agents, and/or stabilizing agents to achieve the desired geotechnical qualities. Amendment may
be conducted inside or outside the excavation and the material replaced into the excavation. If
an amendment is used, the type of amendment will be provided to DEQ for approval prior to its
use.