22074_Gathing Motor_EMP 20190425

Former Gathings Motor Company
Charlotte, North Carolina
Environmental Management Plan
CONTENTS
Completed EMP Template Form
TABLES
Table 1a Historic Soil Data
Table 1b Historic Soil Data
Table 1c Historic Soil Data
Table 2 Historic Soil-Vapor Data
Table 3a Historic Groundwater Data
Table 3b Historic Groundwater Data
Table 3c Historic Groundwater Data
Table 3d Historic Groundwater Data
Table 4 Summary of Soil Analytical Results (Brownfields Assessment)
Table 5 Soil-Gas Analytical Results (2019)
Table 6 Summary of Detected Constituents in Groundwater (2019)
Table 7 Summary of Volatile Organic Compound (VOC) Analytical Results (Beneficial
Reuse Assessment)
Table 8 Summary of Composite Soil Sample and Leachability Analytical Results
(Beneficial Reuse Assessment)
FIGURES
Figure 1 NCBP Diagram for Temporary Containment of Imported or Potentially Impacted Soil
Figure 2 Historic Soil Data
Figure 3 Historic Proposed Soil-Vapor Data
Figure 4 Historic Groundwater Data
Figure 5 Soil Sample Locations (2019)
Figure 6 Soil-Gas Sample Locations (2019)
Figure 7 Groundwater Sample Locations and Elevations (2019)
Figure 8 Sampling Grid
Figure 9 Sampling Grid on Cut/Fill Plan
APPENDICES
Appendix A Overall Site Plan + Development Summary
Appendix B Demolition Plans
Appendix C Grading Plans
Appendix D Cut/Fill Analysis
Appendix E Construction Schedule
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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 Brownfields project manager.
The EMP is a typical requirement of a Brownfields Agreement (BFA). Its purpose is to clarify
actions to be taken during the demolition and construction at Brownfields properties in an
effort to avoid delays in the event of the discovery of new contamination sources or other
environmental conditions.The EMP provides a means to document redevelopment plans and
environmental data for each applicable environmental medium to inform regulatory-compliant
decision-making at the site.As much detail as possible should be included in the EMP,
including contingency planning for unknowns.Consult your project manager if you have
questions.
Prospective Developers and/or their consultants must complete and submit this form and all
pertinent attachments, see checklist below,to their Brownfields project manager prior to any
earthmoving or other development-related activities that have the potential to disturb soil at
the Brownfields Property, including demolition.For the resultant EMP to be valid for use, it
must be completed, reviewed by the program, signed by all parties working on the project,
and approved by the Brownfields project manager.Failure to comply with the requirements of
the EMP could jeopardize project eligibility, or in the event of a completed agreement, be
cause for a reopener
So that the EMP provides value in protecting brownfields eligibility and public health,the
preparer shall ensure that the following steps have been completed prior to submitting the
EMP for review.Any EMP prepared without completing these steps is premature.
☒Site sampling and assessment that meets Brownfields’objectives is complete and has
been reviewed and approved by the Brownfields Project Manager.
☒Specific redevelopment plans, even if conceptual,have been developed for the project,
submitted and reviewed by the Brownfields Project Manager.
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Please submit,along with the completed EMP form, the following attachments, as relevant
and applicable to the proposed redevelopment:
☒A set of redevelopment plans, including architectural/engineering plans, if available; if
not conceptual plans may suffice if updated when detailed plans are drafted.
☒A figure overlaying redevelopment plans on a map of the extent of contamination for
each media.
☒Site grading plans that include a cut and fill analysis.
☐A figure showing the proposed location and depth of impacted soil that would remain
on site after construction grading.
☐Any necessary permits for redevelopment (i.e. demolition, etc.).
☒A detailed construction schedule that includes timing and phases of construction.
☒Tabulated data summaries for each impacted media (i.e. soil, groundwater, soil gas,
etc.)applicable to the proposed redevelopment.
☒Figures with the sampling locations and contamination extents for each impacted media
applicable to the proposed redevelopment.
☐A full final grade sampling and analysis plan, if the redevelopment plan is final.
☐If known, information about each proposed potential borrow soil source, such as aerial
photos,historic site maps, historic Sanborn maps, a site history,necessary for
brownfields approval.
☐Information and, analytical data if required, for quarries, or other borrow sources,
detailing the type of material proposed for importation to the Brownfields Property.
☐A work plan for the sampling and analysis of soil to be brought onto the Brownfields
Property.Refer to Issue Resolution 15 in Brownfields Program Guidelines.
☒A map of the Brownfields Property showing the location of soils proposed for export
and sampling data from those areas.
☐If a Vapor Mitigation System is required by the Brownfields Program,the Vapor
Intrusion Mitigation System (VIMS)plan will be signed and sealed by a NC Professional
Engineer.The VIMS Plan may also be submitted under separate cover.
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GENERAL INFORMATION
Date:4/25/2019 Revision Date (if applicable):Click or tap to enter a date.
Brownfields Assigned Project Name:Gathings Motor Company
Brownfields Project Number:22074-18-060
Brownfields Property Address:1100 –1200 South Tryon Street,Charlotte, Mecklenburg County, North
Carolina
Brownfields Property Area (acres):Approximately 4.9 Acres
Is Brownfields Property Subject to RCRA Permit?.......................☐Yes ☒No
If yes enter Permit No.:Click or tap here to enter text.
Is Brownfields Property Subject to a Solid Waste Permit….……..☐Yes ☒No
If yes, enter Permit No.:Click or tap here to enter text.
COMMUNICATIONS
A copy of this EMP shall be distributed to all the parties below as well as any contractors or site workers
that may be exposed to site vapors, soil, groundwater, and/or surface water. Additionally, a copy of the
EMP shall be maintained at the Brownfields Property during redevelopment activities.NOTE, THE EMP
DOES NOT TAKE THE PLACE OF A SITE-SPECIFIC HEALTH AND SAFETY PLAN.
Prospective Developer (PD):Tryon Investors, LLC
Contact Person:Mr. Jason Fish
Phone Numbers: Office:704.338.3212 Mobile:[phone]
Email:[e-mail]
Contractor for PD:McGuireWoods, LLP
Contact Person:David A. Franchina
Phone Numbers: Office:704.343.2297 Mobile:Click or tap here to enter text.
Email:[e-mail]
Environmental Consultant:Wood Environment & Infrastructure Solutions, Inc.
Contact Person:Rob Foster
Phone Numbers: Office:704.357.5530 Mobile:[phone]
Email:[e-mail]
Brownfields Program Project Manager:Carolyn Minnich
Phone Numbers: Office:704.661.0330 Mobile:[phone]
Email:[e-mail]
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Other DEQ Program Contacts (if applicable,i.e.,UST Section,Inactive Hazardous Site Branch,
Hazardous Waste, Solid Waste):
UST Section, Division of Waste Management, NCDEQ Mooresville Regional Office, Mooresville, North Carolina
The following NC UST Release Incidents are associated with the properties:
Incident #40680 Gathings Motor Company, NCDEQ issued NFA on March 15, 2017.
Incident #40460 Top Gas & Oil, release from gasoline and diesel storage tanks remains in “Open Status”.
NOTIFICATIONS TO THE BROWNFIELDS PROGRAM
Written advance Notification Times to Brownfields Project Manager:Check each box to accept
minimum advance notice periods (in calendar days) for each type of onsite task:
On‐site assessment or remedial activities:……………………………………….……10 days Prior ☒
Construction or grading start:……………………………………….……………………….10 days Prior ☒
Discovery of stained soil,odors,USTs,buried drums or waste,landfill,or other signs of previously
unknown contamination:……………………………….…………………………………….Within 48 hours ☒
Implementation of emergency actions (e.g.dewatering,flood or soil erosion control measures in
area of contamination,ventilation of work zones):…………….……….………Within 48 hours ☒
Installation of mitigationsystems:………………………….………………….………..10 days Prior ☒
Other notifications as required by local, state or federal agencies toimplement redevelopment
activities: (as applicable):……………………….…………………………………………..…Within 30 days ☒
REDEVELOPMENT PLANS
1)Type of Redevelopment (check all that apply):
☐Residential ☐Recreational ☐Institutional ☐Commercial ☒Office ☒Retail ☐Industrial
☒Other specify:
Redevelopment plans include demolition of the existing structures and pavement and
construction of two office buildings and a parking deck.A hotel may be included in the
redevelopment plans.
2)Check the following activities that will be conducted prior to commencing earth‐moving activities
at the site:
☒Review of historic maps (Sanborn Maps, facility maps)
☐Conducting geophysical surveys to evaluate the location of suspect UST, fuel lines, utility
lines,etc.
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☐Interviews with employees/former employees/facility managers/neighbors
3)Summary of Redevelopment Plans (MANDATORY:attach detailed plans or conceptual plans, ifdetailed plans are not available.EMP review without such information would be premature):
Provide brief summary of redevelopment plans,including demolition,removal of building
slabs/pavement, grading plans and planned construction of new structures:
The property, now referenced as the Gathings Motor Company Brownfields Property, consists of
six tax parcels encompassing approximately 4.9 acres is presently occupied by an office building
(1100 South Tryon Street) and two small brick structures to the south. The existing structures
include a 4-story office building constructed in 1988 (63,818 square feet), single story service
garage constructed in 1946 (1,320 square feet) and a small single-story retail building
constructed in 1960 (252 square feet). These three buildings will be demolished including
foundations. The land will be redeveloped with mixed use in the following expected manner:
Two 11-story office buildings will be constructed facing West Carson Boulevard.The first floor of
the office buildings will include retail tenant space.
A parking deck will be built on the southwestern portion of the property bounded by South
Tryon, West Catherine and Winnifred Streets. A hotel may also be constructed above the parking
deck. The ground level perimeter of the parking deck will include retail tenant space.
4)Do plans include demolition of structure(s)?:
☒Yes ☐No ☐Unknown
☒If yes, please check here to confirm that demolition will be conducted in accordance with
applicable legal requirements, including without limitation those related to lead and asbestos
abatement that are administered by the Health Hazards Control Unit within the Division of Public
Health of the North Carolina Department of Health and Human Services.If available, please
provide a copy of your demolition permit.
5)Are sediment and erosion control measures required by federal, state, or local regulations?
☒Yes ☐No ☐Unknown
☒If yes, please check here to confirm that demolition will be conducted in accordance with
applicable legal requirements. If soil disturbance is necessary to install sediment and erosion
control measures, they may not begin until this EMP is approved.
6)Which category of risk‐based screening level is used or is anticipated to be specified in the
Brownfields Agreement?Note: If children frequent the property, residential screening levels shall
be cited in the Brownfields Agreement for comparison purposes.
☐Residential ☒Non‐Residential or Industrial/Commercial
7)Schedule for Redevelopment (attach construction schedule):
a)Construction start date:4/30/2019
b)Anticipated duration (specify activities during each phase):
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Site work, including “stripping”,grading and construction of sediment basins in the northern
and southwestern corners of the property, is anticipated to begin in mid to late April 2019
and be completed in December 2019,(with landscape/hardscape work completing in
February 2021). PD estimates initiation of foundation construction for the first planned
buildings in June 2019. Demolition of the existing facilities is expected to be initiated in
August 2019 and be completed by September 2019.
c)Additional phases planned?☐Yes ☐No
If yes,specify the start date and/or activities if known:
Start Date:Click or tap to enter a date.
Planned Activity:
A hotel may be constructed at the property, but the schedule is to be determined.
Start Date:Click or tap to enter a date.
Planned Activity:
Click or tap here to enter text.
Start Date:Click or tap to enter a date.
Planned Activity:
Click or tap here to enter text.
d)Provide the planned date of occupancy for new buildings:12/31/2020
CONTAMINATED MEDIA
1)Contaminated Media on the Brownfields Property
Part 1.Soil:……………………………………….…………….☒Yes ☐No ☐Suspected
Part 2.Groundwater:.……………………….……..…….☒Yes ☐No ☐Suspected
Part 3.Surface Water:.……………...……..……………☐Yes ☒No ☐Suspected
Part 4.Sediment:.……………...……..……………………☐Yes ☒No ☐Suspected
Part 5.Soil Vapor:…..…………...……..………………….☒Yes ☐No ☐Suspected
Part 6.Sub‐Slab Soil Vapor:……...……..……………..☒Yes ☐No ☐Suspected
Part 7.Indoor Air:...……..………………………………….☐Yes ☒No ☐Suspected
2)For the Area of Proposed Redevelopment on the Brownfields Property, attach tabulated data
summaries for each impacted media and figure(s) with sample locations.
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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 general groups of contaminants):
Between 2006 and 2016, multiple phases of soil assessment were completed at the site. Soil
analytical tables and figures depicting the results are included with this EMP. In summary,
VOCs: 1,2-Dichlorobenzene, 1,4-Dichlorobenzene, Naphthalene were identified at
concentrations exceeding either the Protection of Groundwater (PoG) or Health Based
Residential PSRGs.
SVOCs:Benzo(a)pyrene and 2-Methylnaphthalene were identified at concentrations that
exceeded the PoG PSRGs.
RCRA Metals:Total arsenic was identified at concentrations that exceeded the Residential Health
Based PSRG.Total Chromium (III)was identified at concentrations that exceeded the PoG,Health
Based Residential and Industrial/Commercial PSRGs.Chromium (VI) was identified at
concentrations that exceeded the Health Based Residential PSRG.The chromium (III and VI)and
arsenic is likely representative of naturally-occurring or anthropogenic arsenic and chromium in
soil.
Other VOCs and SVOCs were identified at concentrations that did not exceed an applicable
PSRGs.
2)Depth of known or suspected contaminants (feet):
1 to 20 feet below ground surface.
3)Area of soil disturbed by redevelopment (square feet):
PD anticipates that nearly the entire 4.9-acre area of the site will be disturbed by
redevelopment.
4)Depths of soil to be excavated (feet):
Wood understands that the pavement and possibly sub-grade pavement base material will be
removed during the “stripping” operations that will precede the mass grading.The depth of soil
to be excavated across the property to achieve the proposed grade elevation will range from 0.5
to 5.0 feet. In addition, review of the grading plan (Appendix C)indicate that construction of the
“deep” foundation system will involve removal of soil and weathered bedrock during drilling of
“shafts”to depths ranging from 50 to 75 feet below grade.
5)Estimated volume of soil (cubic yards) to be excavated (attach grading plan):
According to the cut/fill analysis, about 6,600 cubic yards of soil will be excavated across the
property to achieve the proposed grade elevation.In addition, approximately 7,300 cubic yards
of soil will be generated by the drilling of piers for the foundations of the proposed structures.
The sum of these estimated quantities equals approximately 13,900 cubic yards. Partially
weathered rock (PWR) as defined for engineering purposes, as residual material with standard
penetration resistance values in excess of 100 blows per foot was encountered during Wood’s
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geotechnical exploration (2018) between depths of 43 and 68 feet below existing grade at the
subject properties.
6)Estimated volume of excavated soil (cubic yards) anticipated to be impacted bycontaminants:
Approximately 10 to 15 percent (660 to 1,000 cubic yards) of the soil to be excavated across the
property to achieve the proposed grade elevation is anticipated to be affected by contaminants.
Of the approximate 7,300 cubic yards to be generated by the drilling of shafts for the
foundations of the proposed structures, no volume estimate is available at this time, but will be
determined.
7)Estimated volume of contaminated soil expected to be disposed of offsite,if applicable:
Some volume of the 13,900 cubic yards described above will be used as fill soil at the subject
property.PDAffected soil will be placed beneath impervious surfaces such as concrete structures
or clean fill soil.The remaining soil (either excavated or generated during foundation drilling)
may be transported to another brownfields property for beneficial reuse following receipt of
approval from the Brownfields Program.Based on analytical data obtained during the Beneficial
Reuse Soil Assessment, soil that meets the Beneficial Fill Rule may be relocated to non-
brownfields properties following receipt of approval from the Brownfields Program.
A limited volume of soil may be disposed of at a permitted facility with the approval of the
Brownfields Program.
Part 1.A. MANAGING ONSITE SOIL
If soil is anticipated to be excavated fromthe 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).
1)HAZARDOUS WASTE DETERMINATION:
a)Does the soil contain a LISTED WASTE as defined inthe North Carolina Hazardous
Waste Section under 40 CFR Part 261.31‐261.35?.......................................☐Yes ☒No
☐If yes,explain why below,including the level of knowledge regarding processes
generating the waste (include pertinent analytical results as needed).
Click or tap 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 ☐No
b)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 POLICYTHE SOIL MAY NOT BE RE‐USED ON SITE AND MUST BE
DISPOSED OF IN ACCORDANCE WITHDEQ HAZARDOUS WASTE SECTION RULES AND
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REGULATIONS.
c)Does the soil contain a CHARACTERISTIC WASTE?....................................☐Yes ☒No
☐If yes,mark reason(s)why below (and include pertinent analytical results).
☐Ignitability Click or tap here to enter text.
☐Corrosivity Click or tap here to enter text.
☐Reactivity Click or tap here to enter text.
☐Toxicity Click or tap here to enter text.
☐TCLP results Click or tap here to enter text.
☐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)
Click or tap here to enter text.
☒If no,explain rationale:
Soil analytical data did not indicate detections capable of exceeding toxicity
characteristic leaching procedure (TCLP) criteria using the Rule of 20.Select soil
samples were analyzed for by the TCLP method for metals. No concentrations
were identified that exceeded the appropriate regulatory levels.
d)NOTE:IF SOIL MEETS THE DEFINITION OF A CHARACTERISTIC HAZARDOUS WASTE, THE
SOIL MAYNOT BE RE‐USED ON SITE AND MUST BE DISPOSED OF IN ACCORDANCE
WITH DEQ HAZARDOUSWASTE SECTION RULES AND REGULATIONS.
2)Screening criteria by which soil disposition decisions will be made (e.g., left in place, cappedin
place with low permeability barrier, removed to onsite location and capped, removedoffsite):
☐Preliminary Health‐Based Residential SRGs
☒Preliminary Health‐Based Industrial/Commercial SRGs
☒Division of Waste Management Risk Calculator (For Brownfields Properties Only)
☐Site‐specific risk‐based cleanup level.Please provide details of methods used for
determination/explanation.
Click or tap here to enter text.
Additional comments:
Click or tap here to enter text.
3)If known impacted soil is proposed to be reused within the Brownfields Property Boundary,
please check the measures that will be utilized to ensure safe placement and documentation of
same. Please attach a proposed location diagram/site map.
☒Provide documentation of analytical report(s) to Brownfields Project Manager
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☒Provide documentation of final location, thickness and depth of relocated soil on site map
to Brownfields Project Manager once known
☐Geotextile to mark depth of fill material.
Provide description of material:
Click or tap here to enter text.
☒Manage soil under impervious cap ☒or clean fill ☒
☒Describe cap or fill:
Structures and paved areas (i.e., roads, sidewalks, parking areas, etc.) and/or 2 feet of clean
fill.
☒Confer with NC BF Project Manager if Brownfield Plat must be revised (or re‐recorded if
actions are Post‐Recordation).
☒GPS the location and provide site map with final location.
☐Other. Please provide a description of the measure:
4)Please describe the following action(s) to be taken during and following excavation and
management of site soils:
Management of fugitive dust from site
☒Yes, describe the method will include:
Large areas of affected soil are not expected to be encountered or disturbed during
redevelopment activities based upon soil analytical data and the preliminary grading plan.
The grading contractor will consider conditions such as wind speed, wind direction and
moisture content of soil during soil grading and stockpiling activities to minimize dust
generation. If conditions are favorable to generation of chemically-affected dust, the
grading contractor will use typical construction measures involving a water truck spray as
necessary to address visible dust. However, because the constituents of concern are
primarily organic VOCs and SVOCs that typically vaporize rather than posing a dust problem,
PD does not propose any additional dust management measures.
☐No,explain rationale:
Click or tap here to enter text.
Field Screening of site soil
☒Yes, describe the field screening method, frequency of field screening, person conducting
field screening:
Wood’s Beneficial Reuse Soil Assessment Report (dated April 3, 2019) summarized the
field screening/sampling and analytical methods for a large portion of the subject
property. The portion of the property not assessed includes a large portion of the existing
paved parking lot in the northwestern part of the property and the area occupied by the
existing office building. The majority of the paved parking area lies at an elevation that
will require fill soil placement, rather than soil export. Wood recommends that soil
beneath the existing office building be assessed following demolition of the building later
Click or tap here to enter text.
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in August/September 2019 to evaluate alternatives for soil export in this area.
Furthermore, during mass grading activities, such as excavation of the sediment basins, soil
to be disturbed or excavated at the Site will be monitored by the on-site contractor via
human sensory observations, including for staining, odors, debris, or other indications of
contaminants. If indications of affected soil are detected, then the on-site contractor will
be instructed to contact Wood personnel for further evaluation.
During drilling of the piers for foundation construction, soil samples should be collected by
an environmental professional or environmental technician for the purpose of field
screening. One soil sample will be collected from the drill “cuttings” at a five-foot depth
interval between the existing grade and the termination depth of the drilled pier. The soil
sample will be collected manually using a new pair of nitrile gloves and “split” by the
environmental professional or technician.A representative portion of one-half of the
sample will be placed directly in VOC sample containers and a representative portion of
the remaining half will be placed in a re-sealable plastic bag to be screened in the field
using an Organic Vapor Analyzer (OVA) equipped with a Flame Ionization Detector (FID)
with a charcoal filter.The environmental professional or environmental technician will
screen the headspace vapors in each bag using the instrument to evaluate VOCs versus
naturally-occurring methane gas. The purpose of the screening is to assist with segregation
of the soil and to select a depth interval to collect a “discrete” soil sample for analysis of
VOCs.Samples that exhibit a field screening FID reading (methane excluded) exceeding 10
parts per million (ppm)will be considered for laboratory testing.
To select up to one “discrete” sample per drilled pier that will be retained for analysis of
VOCs,the results of the field screening will be recorded by field personnel.The soil sample
representing the depth interval from each drilled pier that exhibits the highest FID reading
will be selected as the one “discrete” sample per drilled pier to be retained for laboratory
analysis for VOCs using EPA Method 8260.
☐No, explain rationale:
Click or tap here to enter text.
Soil Sample Collection
☒Yes, describe the sampling method (e.g.,in‐situ grab,composite,stockpile,etc.):
Soil sampling methods relative to VOCs are described above (Item 4, Field Screening of
Soil). Soil sampling methods relative to SVOCs, metals and TPH are described below
(additional details regarding stockpiled soil).
☐No, explain rationale:
Click or tap here to enter text.
If soil samples are collected for analysis,please check the applicable chemical analytes:
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☒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,mercury,lead, selenium
and silver):Specify Analytical Method Number(s):
Click or tap here to enter text.
☐Pesticides:Specify Analytical Method Number(s):
Click or tap here to enter text.
☐PCBs:Specify Analytical Method Number(s):
Click or tap here to enter text.
☒Other Constituents &Respective Analytical Method(s)(i.e. Hexavalent Chromium,
Herbicides, etc.):Specify Analytical Method Number(s):
Total Petroleum Hydrocarbons (TPH), Gasoline and Diesel Range Organics (Method
5030/3550/8015). Selected samples may be additionally analyzed for hexavalent
chromium (EPA Method 7199) to evaluate alternatives for export.
☒Check to confirm that stockpiling of known or suspected impacted soils will be conducted
in accordance with Figure 1 of this EMP. Stockpile methodology should provide erosion
control,prohibiting contact between surface water/precipitation and contaminated soil,
and preventing contaminated runoff.Explain any variances or provide additional details as
needed:
☒Final grade sampling of exposed native soil (i.e.,soil that will not be under buildings or
permanent hardscape).Select chemical analyses for final grade samples with check boxes
below (Check all thatapply):
☒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,mercury,lead,selenium and silver):Specify Analytical Method Number(s):Click or tap here to enter text.
☐Pesticides: Specify Analytical Method Number(s):Click or tap here to enter text.
The drill cuttings generated during foundation construction (see Field Screening of site soil (above))
will be segregated and stockpiled at the subject property according to the results of the field
screening described above.Samples that exhibit a field screening FID reading (methane excluded)
exceeding 10 parts per million (ppm) will be stockpiled separately from those that did not exhibit
readings exceeding 10 ppm.One composite samples of soil will be collected for every approximate
1,000 cubic yards of stockpiled soil. The composite soil samples will be analyzed for SVOCs and RCRA
metals.Each composite sample will also be analyzed for Total Petroleum Hydrocarbons (TPH),
Gasoline and Diesel Range Organics, in the event that it would become necessary to dispose of the
soil stockpile at a landfarm permitted to receive petroleum-affected soil.
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☐PCBs:Specify Analytical Method Number(s):Click or tap here to enter text.
☐Other Constituents &Respective Analytical Method(s)(i.e. HexavalentChromium, Herbicides, etc.):Click or tap here to enter text.
Please provide a scope of work for final grade sampling, including a diagram of soil
sampling locations,number of samples to be collected, and brief sampling methodology.
Samples should be collected from 0-2 ft below ground surface, with the exception of VOCs
which should be taken from 1-2 ft below ground surface.Alternatively, a work plan for
final grade sampling may be submitted under separate cover.
Following completion of the soil disturbance activities planned for redevelopment (i.e.
after grading and utility construction), an environmental professional will be contracted by
the PD to assess the Site for areas that are not covered with building foundations,
sidewalks, asphalt or concrete parking and/or driveways or other similar impervious areas.
If such areas exist, a final grade sampling plan will be prepared and submitted to DEQ for
approval. If no such areas exist, documentation will be provided to the DEQ Brownfields
Project Manager.
☐If final grade sampling was NOT selected please explain rationale:
Click or tap here to enter text.
Part 1.B. IMPORTED FILL SOIL
NO SOIL MAY BE BROUGHT ONTO THE BROWNFIELDS PROPERTY WITHOUT PRIOR APPROVAL
FROM THE BROWNFIELDS PROGRAM.According to the Brownfields IR 15, “Documenting
imported soil (by sampling,analysis, and reporting in accordance with review and written
approval in advance by the Brownfields Program), will safeguard the liability protections provided
by the brownfields agreement and is in the best interest of the prospective developer/property
owner.”
Requirements for importing fill:
1)Will fill soil be imported to the site?................................................☐Yes ☒No ☐Unknown
2)If yes, what is the estimated volume of fill soil to be imported?
Click or tap here to enter text.
3)If yes, what is the anticipated depth that fill soil will be placed at the property?(If a range
of depths, please list the range.)
Click or tap here to enter text.
4)Provide the source of fill, including:location, site history, nearby environmental concerns,
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etc.Attach aerial photos, maps, historic Sanborn maps and a borrow source site history:
Click or tap here to enter text.
5)PRIOR TO ITS PLACEMENT AT THE BROWNFIELDS PROPERTY,provide a plan to analyze fill
soil to demonstrate that it meets acceptable standards applicable to the site and can be
approved for use atthe Brownfields property.
Review of a current analysis of cut/fill for the subject project indicate that importing fill soil will
not be needed during redevelopment.In the event it becomes necessary to import fill soil, the
PD will contact the DEQ Brownfields personnel prior to importing soil to the Site and the
procedures outlined in Items #6 and #7 below will be implemented.
6)Please check the applicable chemical analytes for fill soil samples. (Check all that apply):
☒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, mercury,lead,selenium and silver):Specify Analytical Method Number(s):EPA 6020/7471
☐Pesticides: Specify Analytical Method Number(s):Click or tap here to enter text.
☐PCBs:Specify Analytical Method Number(s):Click or tap here to enter text.
☐Other Constituents &Respective Analytical Method(s)(i.e. HexavalentChromium, Herbicides, etc.):Click or tap here to enter text.
7)The scope of work for import fill sampling may be provided below or in a Work Plan
submitted separately for DEQ review and approval.Attach specific location maps for in-situ
borrow sites. If using a quarry, provide information on the type of material to be brought
onto the Brownfields Property.
If the PD plans to import fill material (gravel or other materials) from the Vulcan Materials
Company quarry located near Pineville, NC or from the Martin Marietta quarry locate on Beatties
Ford Road in Charlotte, NC, no samples of the virgin import material will be collected as adequate
analytical data is available in NCDEQ Brownfields database to demonstrate material from these
facilities is suitable for use as structural fill at a Brownfields property.
If fill soil is obtained from an off-site property that is not a known permitted quarry, a sampling
plan will be developed and submitted for DEQ review. DEQ approval of the sampling plan and
analytical results will be obtained prior to transporting import soil to the site. The specific
sampling rate will be outlined in the aforementioned sampling plan. However, if the proposed
borrow source has not been previously developed (i.e. virgin land), soil samples will be collected
for the laboratory analysis indicated above at a general rate of one per 500 to 1,000 cubic yards.If
the borrow source property has been previously developed, soil samples will be collected for
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laboratory analysis indicated above at a general rate of one per 400 cubic yards. Fill soil will be
considered suitable for use at the site if it does not contain compound concentrations above DEQ
IHSB PSRGs for Residential Use or typical metals concentrations which are consistent with
background levels identified at the Site.
Part 1.C. EXPORTED SOIL
NO SOIL MAY LEAVE THE BROWNFIELDS PROPERTY WITHOUT APPROVAL FROM THE
BROWNFIELDS PROGRAM. FAILURE TO OBTAIN APPROVAL MAY VIOLATE A BROWNFIELDS
AGREEMENT CAUSING A REOPENER OR JEOPARDIZING ELIGIBILITY IN THE PROGRAM,
ENDANGERING LIABILITY PROTECTIONS AND MAKING SAID ACTION POSSIBLY SUBJECT TO
ENFORCEMENT.JUSTIFICATIONS PROVIDED BELOW MUST BE APPROVED BY THE PROGRAM IN
WRITING PRIOR TO COMPLETING TRANSPORT ACTIVITIES.Please refer to Brownfields IR 15 for
additional details.
1)If export from a Brownfields Property is anticipated, please provide details regarding the
proposed export actions.Volume of exported soil,depths,location from which soil will
be excavated on site, related sampling results, etc.Provide a site map with locations of
export and sampling results included.
Due to the volume of soil likely to be generated as drill “cuttings” during installation of the drilled
pier foundation, it may be necessary to export soil drill cuttings off-site. The drill cuttings would
likely be excavated from within the footprint of the proposed structures at depths ranging from
existing grade to about 50 to 70 feet below grade. The volume to be exported is yet to be
determined but could be in the range of 7,300 cubic yards. The drill cuttings may be useful as fill
at the subject property or another Brownfields property.
2)To what type of facility will the export Brownfields soil be sent?
☐Subtitle D/Municipal Solid Waste Landfill (analytical program to be determined by
landfill)
☒Permitted but Unlined Landfill (i.e. LCID, C&D, etc.) Analytical program to be
determined by the accepting Landfill;
☒Landfarm or other treatment facility
☒Use as fill at another suitable Brownfields Property –determination thata
site is suitable will require,at a minimum,that similar concentrations of the same or
similar contaminants already exist at both sites, use of impacted soil willnot increase
the potential for risk to human health and the environment at the receiving Brownfields
property, and thata record of the acceptance of such soil from the property owner of
the receiving site is provided to Brownfields.Please provide additional details below.
☒Use as Beneficial Fill off-site at a non-Brownfields Property -Please provide
documentation of approval from the property owner for receipt of fill material.This will
also require approval by the DEQ Solid Waste Section.Additional information is
provided in IR 15.Please provide additional details below.
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3)Additional Details:(if transfer of soil to another property is requested above, please provide
details related to the proposed plans).
The environmental consultant will contact the DEQ Brownfields program to obtain DEQ
Brownfields and DEQ Solid Waste Section approval prior to exporting soil to a non-Brownfield
property.Some additional characterization of soil planned for export may be necessary.The
Charlotte Douglas International Airport may be willing to accept soil that does not contain
contaminants at concentrations that exceed the PoG PSRGs on a case-by-case basis.
Part 1.D. MANAGEMENT OF UTILITY TRENCHES
☐Install liner between native impacted soils and base of utility trench before filling with clean fill
(Preferred)
☒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.
☒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?
☐If yes,provide specifications on barrier materials:
Click or tap here to enter text.
☒If no, include rationale here:
Results of the preliminary vapor intrusion assessment (2017)did not identify contaminant
concentrations that exceeded the DEQ Non-Residential Soil-Gas Screening Levels (SGSLs). As
such, the installation of vapor barriers in utility trenches does not appear to be warranted at this
time.
In the unlikely 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 use of
industrial fans) will be implemented. The need for barriers in utility trenches will be further
evaluated if noticeable soil vapors are encountered in utility trenches.
Other comments regarding managing impacted soil in utility trenches:
In the unlikely event contaminated soil and/or vapors are encountered in utility trenches during
redevelopment activities, the trench will be evacuated and appropriate safety screening of the soil
and/or 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 use of industrial
fans) will be implemented.
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The contractor and workers will observe soil for potential impacts during utility installation activities.
Evidence of affected soil (such as distinct unnatural color or odor, chemical odor, or filled or
previously disposed materials of concern (i.e. chemicals, tanks, drums, etc.)). If the above is noted
during utility work, the contractor will be instructed to contact the environmental consultant to
observe the suspect condition. If the environmental consultant determines the material may be
affected, the procedures outlined in Managing On-Site Soil section will be implemented. In addition,
the environmental consultant will contact the Brownfields Program Project Manager within two
business days to advise that person of the condition.
PART 2. GROUNDWATER –Please fill out the information below.
1)What is the depth to groundwater at the Brownfields Property?
Recent assessment data (2019)suggests the depth to groundwater at the subject property
ranges from approximately 10 to 18 feet below the existing grade.
2)Is groundwater known to be contaminated by ☒onsite ☐offsite ☐both or ☐unknown
sources? Describe source(s):
Documented release(s) of petroleum at the former service station (Top Gas &Oil) that occupied
the northeastern portion of the property near the intersection of W. Carson Boulevard and S.
Tryon Street is the source of petroleum-related VOCs and SVOCs. The compounds identified in
groundwater at concentrations in 2019 exceeding the NC 2L standards include: benzene,tert-
Butyl alcohol (TBA), 1,2-dichloroethane, xylenes, naphthalene,1-methylnaphthalene and total
chromium. In 2014,1,2-dibromoethane (EDB)was identified at a concentration that exceeded
the NCDEQ’s Gross Contaminant Level (GCL) for that compound.
3)What is the direction of groundwater flow at the Brownfields Property?
Wood’s evaluation of the February 25, and March 8, 2019 groundwater elevation measurements
suggested that the shallow groundwater flows across the site from the west toward the east.
This is not consistent with the topography of the site and surrounding properties. A topographic
high or small knoll is shown in the area of the existing office building sloping toward the
northwest, west and southeast. If more groundwater elevation data points were available, it is
Wood’s opinion that the shallow groundwater flow would be toward the northwest, west and
southeast.The shallow groundwater at the subject property is estimated to flow toward the
west-northwest.
4)Will groundwater likely be encountered during planned redevelopment activities?
☒Yes ☐No
If yes, describe these activities:
Wood understands that shafts will drilled using augers for the foundation of the proposed
structures.The drilled shafts will extend below the groundwater.However, the concrete or
cement will be pumped through the hollow stem of the auger as the auger flights are removed
from the borehole. Therefore,groundwater will not be encountered by construction personnel
during foundation construction.Furthermore, it will not be necessary to extract groundwater
from the drilled shafts.
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Regardless of the answer;in the event that contaminated groundwater is encounteredduring redevelopment activities (evenif no is checked above), list activities for contingentmanagement of groundwater (e.g., dewateringof groundwater from excavations orfoundations,containerizing,offsite disposal,discharge to sanitary sewer, NPDES permit, orsampling procedures).
Groundwater will not be extracted from the subsurface (i.e. drilled shafts)during foundation
construction.Therefore, it will not be necessary to store, treat or discharge groundwater.
However, in the unlikely event groundwater extraction is deemed necessary,samples of the
groundwater will be collected and analyzed for VOCs and SVOCs. Pending completion of
analytical testing, the extracted groundwater will be stored in an on-site vessel. Following
receipt of analytical data,a vacuum truck will be mobilized to the property to remove the
groundwater from the storage vessel(s) and transport the water to a permitted disposal facility.
5)Are monitoring wells currently present on the Brownfields Property?.................☒Yes ☐No
If yes, are any monitoring wells routinely monitored through DEQ or other
agencies?..................................................................................................................☐Yes ☒No
6)Please check methods to be utilized in the management of known and previously
unidentified wells.
☒Abandonment of site monitoring wells in accordance with all applicable regulations. It
is the Brownfields Program’s intent to allow proper abandonment of well(s)as
specified in the Brownfields Agreement, except if required for active monitoring
through another section of DEQ or the EPA.
☐Location of existing monitoring wells marked
☐Existing monitoring wells protected from disturbance
☒Newly identified monitoring wells will be marked and protected from further
disturbance until notification to DEQ Brownfields can be made and approval for
abandonment is given.
7)Please provide additional details as needed:
Please note, disturbance of existing site monitoring wells without approval by DEQ is not
permissible. If monitoring wells are damaged and/or destroyed, DEQ may require that the PD
be responsible for replacement of the well.
PART 3. SURFACE WATER -Please fill out the information below.
1)Is surface water present at the property?☐Yes ☒No
2)Attach a map showing the location of surface water at the Brownfields Property.
3)Is surface water at the property known to be contaminated?☐Yes ☒No
4)Will workers or the public be in contact with surface water during planned redevelopment
Click or tap here to enter text.
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activities?☐Yes ☒No
5)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):
Click or tap here to enter text.
PART 4. SEDIMENT –Please fill out the information below.
1)Are sediment sources present on the property?☐Yes ☒No
2)If yes, is sediment at the property known to be contaminated:☐Yes ☒No
3)Will workers or the public be in contact with sediment during planned redevelopment
activities?☐Yes ☒No
4)Attach a map showing location of known contaminated sediment at theproperty.
5)In the event that contaminated sediment is encountered during redevelopment activities,list
activities for management of such events (stream bed disturbance):
Not applicable due to the absence of natural drainage features at the property.
PART 5. SOIL VAPOR –Please fill out the information below.
1)Do concentrations of volatile organic compounds at the Brownfields property exceed thefollowingvapor intrusion screening levels (current version)in the following media:
IHSB Residential Screening Levels:
Soil Vapor:………..☒Yes ☐No ☐Unknown
Groundwater:.….☒Yes ☐No ☐Unknown
IHSB Industrial/Commercial Screening Levels:
Soil Vapor:………..☐Yes ☒No ☐Unknown
Groundwater:…..☒Yes ☐No ☐Unknown
2)Attach a map showing the locations of soil vapor contaminants that exceed site
screening levels.
3)If applicable, at what depth(s) is soil vapor known to be contaminated?
The 2017 soil-vapor testing performed about six inches beneath the floor slab in the existing office
building (1100 S. Tryon Street) identified minor concentrations of contaminants in the soil-vapor.
However, none of the identified concentrations exceeded the applicable Non-Residential Soil-Gas
Screening Levels (SGSLs).
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4)Will workers encounter contaminated soil vapor during planned redevelopment activities?
☐Yes ☒No ☐Unknown
5)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:
In the unlikely event contaminated soil vapors are encountered during future redevelopment
activities, the area will be evacuated and appropriate safety screening of the vapors will be
performed. If the results indicate further action is warranted, appropriate engineering controls
(such as the use of industrial fans) will be implemented.
If conditions warrant, the PD will provide trained environmental and safety-conscious
professionals to monitor ambient air quality with field instrumentation during the sub-grade
excavation work. Conditions that suggest accumulation of vapors in the work zones will be
managed by more intensive monitoring, removal of personnel from areas with elevated
atmospheric readings, and more aggressive monitoring by industrial hygiene professionals to
assure that explosive vapors or concentrations of impact above OSHA permissible exposure
limits are not exceeded. Such conditions will be managed with the project Environmental Health
and Safety Plan and/or Construction Safety Plan.
PART 6. SUB‐SLAB SOIL VAPOR –Please fill out the information below if existing buildings or
foundations will be retained in the redevelopment.
1)Are sub‐slab soil vapor data available for the Brownfields Property?☒Yes ☐No ☐Unknown
2)If data indicate that sub‐slab soil vapor concentrations exceed screening levels,attach a map
showing the location of these exceedances.
3)At what depth(s) is sub‐slab soil vapor known to be contaminated?☒0‐6 inches ☐Other,please
describe:
In 2017, minor concentrations of contaminants were identified in the soil-vapor beneath the
existing office building, but these did not exceed the applicable Non-Residential SGSLs.When the
current tenant of the ground floor of the office building vacates the premises, and prior to the
initiation of demolition activities, two additional sub-slab vapor samples will be collected for
analysis.
4)Will workers encounter contaminated sub‐slab soil vapor during planned redevelopment
activities?☐Yes ☒No ☐Unknown
5)In the event that contaminated soil vapor is encountered during redevelopment activities,list
activities for management of such contact
No subsurface work is anticipated until the current site is razed and new construction begins.
The PD will provide trained environmental and safety-conscious professionals to monitor
ambient air quality with field instrumentation during the sub-grade excavation work. Conditions
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that suggest accumulation of vapors in the work zones will be managed by more intensive
monitoring, removal of personnel from areas with elevated atmospheric readings, and more
aggressive monitoring by industrial hygiene professionals to assure that explosive vapors or
concentrations of impact above OSHA permissible exposure limits are not exceeded. Such
conditions will be managed with the project Environmental Health and Safety Plan and/or
Construction Safety Plan.
PART 7. INDOOR AIR –Please fill out the information below.
1)Are indoor air data available for the Brownfields Property?☐Yes ☒No ☐Unknown
2)Attach a map showing the location(s)where indoor air contaminants exceed site screening levels.
3)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 redevelopmentactivities?☐Yes ☒No ☐Unknown
4)In the event that contaminated indoor air is encountered during redevelopment activities,list
activities for management of such contact:
VAPOR INTRUSION MITIGATION SYSTEM –Please fill out the information below.
Is a vapor intrusion mitigation system (VIMS)proposed for this BrownfieldsProperty?
☐Yes ☐No ☒Unknown
If yes,☐VIMS Plan Attached or ☒VIMS Plan to be submitted separately
If submitted separately provide date:
Following completion of the additional sub-slab soil-gas testing (described in Part 6, item 3
(above)),a vapor intrusion mitigation system plan will be developed, if necessary.
VIMS Plan shall be signed and sealed by a NC Professional Engineer
If no, please provide a brief rationale as to why no vapor mitigation plan is warranted:
Click or tap here to enter text.
CONTINGENCY PLAN –encountering unknown tanks,drums,or other waste materials
In this section please provide actions that will be taken to identify or manage unknown
potential new sources of contamination.During redevelopment activities, it is not uncommon
that unknown tanks, drums, fuel lines, landfills, orother waste materials are encountered.
The existing buildings will be demolished as part of redevelopment.
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Notification to DEQ Brownfields Project Manager, UST Section, Fire Department, and/or other
officials, as necessary and appropriate, is required when new potential source(s) of
contaminationare discovered. These Notification Requirements were outlined on Page 1 of this
EMP.
Should potentially impacted materials be identified that are inconsistent with known site
impacts,the DEQ Brownfields Project Manager will be notified and a sampling plan will be
prepared based on the EMP requirements and site-specific factors. Samples will generally be
collected to document the location of the potential impacts.
Check the following chemical analysis that are to be conducted on newly identified releases:
☒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,mercury,lead, selenium and
silver)
Click or tap here to enter text.
☐Pesticides:Specify Analytical Method Number(s):
Click or tap here to enter text.
☐PCBs:Specify Analytical Method Number(s):
Click or tap here to enter text.
☐Other Constituents & Analytical Method(s)(i.e. Hexavalent Chromium, Herbicides, etc.)
Please note, if field observations indicate the need for additional analyses, they should
be conducted, even if not listed here.
Click or tap here to enter text.
Please provide details on the proposed methods of managing the following commonly
encountered issues during redevelopment of Brownfields Properties.
During construction activities, contractors my encounter unknown subsurface environmental
conditions (i.e. tanks, drums, or waste materials) that if encountered, will require proper
management. Prior to beginning site work, Wood will attend a pre-construction kick-off meeting
with the PD and the redevelopment contractors to discuss the DEQ-approved EMP and various
scenarios when it would be appropriate and necessary to notify Wood personnel of the discovery of
unknown subsurface features or potentially affected media at the site.
In the event such conditions are encountered during site development activities, the environmental
actions noted below will be used to direct environmental actions to be taken during these activities
and sampling data for potentially affected soil and the disposition of affected soil will be provided to
DEQ when the data becomes available.
Underground Storage Tanks:
In the event a UST or impacts associated with a UST release are discovered at the Site during
redevelopment activities (apart from the known UST releases associated with Gathings Motor
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Company (Inc. # 40680) and Top Gas & Oil (Inc. # 40460)), the UST and/or UST-related impacts will
be addressed through the Brownfields Program.The Brownfields Program will assert jurisdiction
over known UST release incidents mentioned above.
If a UST is encountered and does not require removal for geotechnical or construction purposes, it
will be abandoned in-place and construction will proceed.Unknown or “orphan”USTs may be
encountered beneath the existing office building during demolition.Where appropriate, the bottom
may be penetrated before backfilling to prevent fluid accumulation. If the UST is found to contain
residual fluids, the fluids will be removed and sampled for VOCs, SVOCs, and RCRA metals and
transported off-site for disposal at a suitable facility based on the analytical results. Affected soil will
be managed in accordance with the Managing On-Site Soil section outlined in this EMP.
Sub-Grade Feature/Pit:
Because auto repair businesses formerly occupied the subject property, there is a possibility of
encountering a sub-grade feature or pit. If the feature or pit 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 is found to contain waste, the waste may be set aside in a secure area and
will be sampled for waste disposal purposes for TCLP VOCs, TCLP SVOCs, and TCLP metals and
disposed off-site at a permitted facility or the waste will be managed in accordance with the
Managing On-Site Soil section outlined in this 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 be potentially contaminated, the concrete will be sampled and analyzed by methods
specified by the disposal facility.
Buried Waste Material:
If excavation into buried waste or grossly affected soil occurs, the contractor is instructed to stop
work in that location and notify the environmental consultant. The environmental consultant will
review the materials and collect samples if warranted. In this event, confirmation sampling will be
conducted at representative locations in the base and the sidewalls of the excavation after the
waste or grossly-affected soil is removed. The confirmation samples will be analyzed for VOCs,
SVOCs, and the RCRA metals. Areas of suspected affected soil that remain at the site after
excavation is complete above the DEQ IHSB Industrial/Commercial PSRGs will be managed pursuant
to this plan and incorporated into the Brownfields plat.
Re-Use of Impacted Soils On-Site:
Please refer to the description outlined in the Managing On-Site Soil section of this EMP.
If unknown, impacted soil is identified on-site, management on-site can be considered after the
project team provides the necessary information, outlined in Part 1.A. Item 11, for Brownfields
Project Manager approval prior to final placement on-site.
If other potential contingency plans are pertinent, please provide other details or scenarios as
needed below:
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Click or tap here to enter text.
POST‐REDEVELOPMENT REPORTING
☒Check this box to acknowledge that a Redevelopment Summary Report will be required for the
project.If the project duration is longer than one year, an annual update is required and will be
due by January 31 of each year, or 30 days after each one-year anniversary of the effective date of
this EMP (as agreed upon with the Project Manager). These reports will be required for as long as
physical redevelopment of the Brownfields Property continues, except that the final
Redevelopment Summary Report will be submitted within 90 days after completion of
redevelopment.Based on the estimated construction schedule, the first Redevelopment Summary
Report is anticipated to be submitted on 1/22/2021
The Redevelopment Summary Report shall include environment-related activities since the last
report, with a summary and drawings, that describes:
1.actions taken on the Brownfields Property;
2.soil grading and cut and fill actions;
3.methodology(ies) employed for field screening, sampling and laboratory analysis of
environmental media;
4.stockpiling, containerizing, decontaminating, treating, handling, laboratory analysis and
ultimate disposition of any soil, groundwater or other materials suspected or confirmed
to be contaminated with regulated substances; and
5.removal of any contaminated soil, water or other contaminated materials (for example,
concrete, demolition debris) from the Brownfields Property (copies of all legally required
manifests shall be included).
☒Check box to acknowledge consent to provide a NC licensed P.G. or P.E. sealed,Redevelopment
Summary Report in compliance with the site’s BrownfieldsAgreement.
APPROVAL SIGNATURES
Brownfields Project Number: 22074-18-060
Brownfields Project Name: Gathings Mot or Compa ny
Prospective Developer: Tryon Investors, LLC
Printed Name/Tit le/Company: Jason Fish, VP of Development
Consultant: Wood Environment & Infrastructure Solutions, Inc.
Printed Name/Title/Company: Robert C. Foster, LG, Associate
Geologist
ri ~
anager: Carolyn Minnich
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Date 4/25/2019
Date 4/25/2019
it
Date lick or tap to enter a date.
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Former Gathings Motor Company
Charlotte, North Carolina
Environmental Management Plan
TABLES
Constituent T-1 Bottom T-1 South T-1 East T-1 West BD-4 BD-5 S-1 S-2 S-3 S-4 S-5
Depth Sampled (feet bgs)13 7-8 7 7 6 6 11 6 6 6 6
Date Sampled 1/10/07 1/10/07 1/10/07 1/11/07 1/17/07 1/17/07 9/30/16 9/30/16 9/30/16 9/30/16 9/30/16
Acetone <0.002 < 0.002 0.028 <0.0017 <0.0016 <0.0016 0.020 J 0.0099 J 0.031 J 0.020 J 0.0099 J 25 12,000 140,000
Aliphatics, C5-C8 <2.59 <2.09 <2.15 <2.25 <2.74 <2.84 <25 <22 <24 <21 <25 --110 460
Aliphatics, C9-C18 5.49 2.47 J 2.65 J 4.09 J <2.74 <2.84 <59 <54 <58 <57 <56 19 20 93
Aliphatics, C19-C36 <4.84 <4.99 <4.58 <4.24 <2.74 <2.84 <34 <32 <34 <36 <31 16,000 47,000 700,000
Aromatics, C9-C22 <7.74 <7.98 <7.33 <6.79 <2.74 <2.84 <38 <35 <37 0.53 J <37 2.4 22 130
Sec-Butylbenzene 0.0011 J <0.0011 0.0046 J <0.00096 <0.00092 <0.00092 <0.0077 <0.0062 <0.0063 <0.0069 <0.0062 4.1 1,600 23,000
Tert-Butylbenzene <0.0011 <0.0011 0.0014 J <0.00096 <0.00092 <0.00092 <0.0077 <0.0062 <0.0063 <0.0069 <0.0062 3.1 1,600 23,000
Ethylbenzene <0.0012 0.0170 J <0.001 <0.0011 <0.001 <0.001 <0.0077 <0.0062 <0.0063 <0.0069 <0.0062 13 6.10 27
Fluorene <0.016 0.0429 <0.015 <0.016 <0.015 <0.015 <0.44 <0.42 <0.44 <0.47 <0.41 110 480 6,000
Prepared By:AJF 2/5/19
Notes:Checked By:RPD 2/5/19
Concentrations shown in milligrams per kilograms (mg/kg)
J = J-flag, estimated value identified at a concentration above method detection limit but below reporting limit.
Bold font indicates concentration exceeded Protection of Groundwater (PoG) PSRG.
Bold font and Shaded cell indicates that concentration exceeded Residential PSRG.
Bold font, shaded cell, and underline indicates concentration exceeded Industrial/Commercial PSRG.
NCDEQ Protection of Groundwater (PoG) PSRGs = North Carolina Department of Environmental Quality, Protection of Groundwater Preliminary Soil Remediation Goals (dated February 2018).
NCDEQ Residential Health-Based PSRGs = North Carolina Department of Environmental Quality, Residential Health-Based Preliminary Soil Remediation Goals (dated February 2018).
NCDEQ Industrial/Commercial Health-Based PSRGs = North Carolina Department of Environmental Quality, Industrial/Commercial Health-Based Preliminary Soil Remediation Goals (dated February 2018).
-- = No standard (PSRG) established.
PoG PSRGs
Residential
Health Based
PSRGs
Industrial/
Commercial
Health Based
PSRGs
Table 1a: Historic Soil Data
Former Gathings Motor Company
Charlotte, North Carolina
1100-1200 South Tryon Street
Brownfields Project #: 22074-18-060
Constituent T-3 Bottom T-3 North T-3 South T-3 East T-3 West
Depth Sampled (feet bgs)15 8 8 8 8 8-10 13-15 18-20
Date Sampled 1/24/07 1/24/07 1/24/07 1/24/07 1/24/07 4/10/07 4/10/07 4/10/07
Sec-butylbenzene <0.0012 0.0016 <0.062 <0.001 0.25 ND ND ND 4.1 1,600 23,000
Chlorobenzene <0.0017 0.0045 <0.094 <0.0015 <0.084 ND ND ND 0.68 58 280
1,2-Dichlorobenzene <0.0011 0.15 2.6 0.0019 <0.052 ND ND ND 0.39 380 2000
1,3-Dichlorobenzene <0.0015 0.024 0.46 <0.0013 <0.073 ND ND ND ------
1,4-Dichlorobenzene <0.0017 0.078 1.7 0.0031 <0.084 ND ND ND 0.12 2.8 12
Ethylbenzene <0.0013 0.012 <0.069 <0.0011 0.51 ND ND ND 13 6.10 27
Isopropylbenzene <0.00092 0.0028 <0.050 <0.0008 0.21 ND ND ND 2.3 410 2,100
MTBE 0.003 <0.00042 <0.025 <0.0004 <0.022 ND ND ND 0.09 49 220
Naphthalene 0.0032 0.026 1.8 <0.0012 5.7 ND ND ND 0.39 4.1 18
n-propylbenzene <0.0012 0.0072 <0.062 <0.001 0.49 ND ND ND 2.6 780 5,100
Toluene <0.0016 0.0092 <0.087 <0.0014 <0.078 ND ND ND 8.3 990 9,700
1,2,4-Trimethylbenzene 0.0024 0.072 0.39 <0.0014 5.5 ND ND ND 12 63 370
1,3,5-Trimethylbenzene <0.0017 0.024 <0.094 <0.0015 1.2 ND ND ND 11 56 320
Total Xylenes <0.0033 0.099 <0.180 <0.0029 1.7 ND ND ND 9.9 120 530
Acenaphthylene <0.018 <0.017 0.082 <0.017 0.24 ND ND ND 16 720 9,000
Benzo(a)pyrene <0.033 0.056 <0.032 <0.031 <0.310 ND ND ND 0.12 0.11 2.1
Benzo(b)fluoranthene <0.031 0.07 <0.030 <0.029 <0.290 ND ND ND 1.2 1.1 21
Benzo(g,h,i)perylene <0.031 0.061 <0.030 <0.029 <0.290 ND ND ND 15,600 ----
Benzo(k)fluoranthene <0.038 0.038 <0.036 <0.035 <0.350 ND ND ND 12 11 210
Chrysene <0.014 0.062 <0.014 <0.013 <0.130 ND ND ND 36 110 2,100
Fluoranthene <0.014 0.085 0.087 0.033 <0.130 ND ND ND 670 480 6,000
Fluorene <0.018 <0.016 0.098 <0.016 0.22 ND ND ND 110 480 6,000
2-Methylnaphthalene <0.016 0.037 3.7 0.02 10 ND ND ND 3.1 48 600
Phenanthrene <0.018 0.053 0.27 <0.017 0.55 ND ND ND 134 ----
Pyrene <0.020 0.098 0.24 0.06 0.36 ND ND ND 440 360 4,500
Total Chromium 17 45 28 67 19 38 23 6.3 3.8 0.31 6.5
Total Lead 7.4 33 9.8 20 11 15 4.8 6.2 270 400 800
Aliphatics, C5-C8 <2.16 <2.14 2.24 <1.91 <2.5 2.6 <3.2 <2.9 --110 460
Aliphatics, C9-C18 2.3 2.4 62.7 4.52 78.98 ND ND ND 19 20 93
Aliphatics, C19-C36 <4.37 151 755 255 789 470 <45 <47 16,000 47,000 700,000
Aromatics, C9-C22 <6.99 <7.23 117.5 56.6 255 140 <45 <47 2.4 22 130
Notes:Prepared By:AJF 2/5/19
ND = Not detected Checked By:RPD 2/5/19
Concentrations shown in milligrams per kilograms (mg/kg)
J = J-flag, value above method detection limit but below reporting limit, value estimated
Bold exceeds Protection of Groundwater PSRG
Bold and Shaded exceeds Residential PSRG
Bold, shaded, and underlined exceeds Industrial/Commercial PSRG
NCDEQ Protection of Groundwater PSRGs = North Carolina Department of Environmental Quality, Protection of Groundwater Preliminary Soil Remediation Goals, dated February 2018
NCDEQ Residential Health-Base PSRGs = North Carolina Department of Environmental Quality, Residential Health-Base Preliminary Soil Remediation Goals, dated February 2018
NCDEQ Industrial/Commercial Health-Base PSRGs = North Carolina Department of Environmental Quality, Industrial/Commercial Health-Base Preliminary Soil Remediation Goals, dated February 2018
-- = No standard/PSRG/SGLS (as applicable) established
PoG
PSRGs
Residential
Health
Based PSRGs
Industrial/
Commercial
Health Based
PSRGs
OWS
Table 1b: Historic Soil Data
Former Gathings Motor Company
1100-1200 South Tryon Street
Charlotte, North Carolina
Brownfields Project #: 22074-18-060
Constituent SB-1 SB-2 SB-4 SB-5 P1, P2, P3, P4, P5, P6
Depth Sampled (feet bgs)13-15 21-23 5-7 9-10 3-8
TPH, GRO ND 23 ND ND NA
TPH, GRO ND ND ND ND NA
VOCs NA NA NA NA ND
Notes:Prepared By:RPD 2/5/19
ND = Not detected Checked By:AJF 2/5/19
NA = Not Applicable
Concentrations shown in milligrams per kilograms (mg/kg)
1100-1200 South Tryon Street
Charlotte, North Carolina
Brownfields Project #: 22074-18-060
Table 1c: Historic Soil Data
Former Gathings Motor Company
Constituent SG-1 SG-2 SG-3 SG-4
Sample Date 7/19/17 7/19/17 7/19/17 7/19/17
Acetone 91 160 140 110 2,700,000
Benzene 0.47 0.91 1.0 1.1 1,600
Benzyl Chloride 0.28 J <0.52 <0.52 <0.52 88
Bromodichloromethane <0.67 <0.67 1.3 0.66 J 330
2-Butanone (MEK)3.8 J 5.4 J 3.8 J 6.6 J 440,000
Carbon Disulfide 2.9 J 1.9 J 0.76 J 3.4 61,000
Chloroform 2.1 1.3 4.4 2.1 530
1,3-Dichlorobenzene 1.1 1.8 1.7 1.6 --
1,4-Dichlorobenzene 2.5 2.1 1.7 1.1 1,100
Dichlorodifluoromethane (Freon 12)660 64 280 64 8,800
Ethanol 130 110 94 52 --
Ethylbenzene 11 20 22 20 4,900
4-Ethyltoluene 6.4 9.6 9.1 9.9 --
Heptane 0.61 1.4 1.7 1.8 35,000
Hexane 0.77 J 1.5 J 1.7 J 1.7 J 61,000
2-Hexanone (MBK)<0.41 0.8 0.79 0.91 2,600
Isopropanol 240 180 150 40 18,000
m&p-Xylene 62 100 110 100 8,800
o-Xylene 16 27 28 27 8,800
Methylene Chloride <3.5 0.6 J <3.5 <3.5 53,000
4-Methyl-2-pentanone (MIBK)0.43 1.7 0.57 0.52 260,000
Naphthalene 4 4.1 4 4.1 260
Propene <6.9 <6.9 <6.9 2.0 J 260,000
Styrene <0.43 0.32 J 0.40 J 0.36 J 88,000
Tetrachloroethylene 0.85 0.49 J 0.57 J 1.6 3,500
Toluene 9.3 17 20 19 440,000
Trichloroethylene 0.46 J 0.93 0.83 0.54 180
Trichlorofluoromethane (Freon 11)1.4 J 1.4 J 1.4 J 1.4 J --
1,1,2-Trichloro-1,2,2-trifluoroethane (Freon 113)<3.1 <3.1 0.54 J <3.1 440,000
1,2,4-Trimethylbenzene 21 30 32 31 5300
1,3,5-Trimethylbenzene 4.4 6.7 7.6 6.8 5300
Prepared By:AJF 2/5/19
Notes:Checked By:RPD 2/5/19
Concentrations shown in micrograms per meter cubed (µg/m3).
J = J-flag, estimated value identified at a concentration above method detection limit but below reporting limit.
-- = No standard (SGSL) established.
Division of Waste Management (DWM) Non-Residential SGSLs = Division of Waste Management Non-Residential Soil-Gas Screening Levels (dated February 2018)
DWM Non-
Residential
SGSLs
Table 2: Historic Soil-Vapor Data
Former Gathings Motor Company
1100-1200 South Tryon Street
Charlotte, North Carolina
Brownfields Project #: 22074-18-060
Constituent MW-Tank 3 MW-OWS
Date Sampled 4/18/07 4/18/07
Sec-Butylbenzene 1.3 0.60 70 NSL NSL
Tert-Butylbenzene 0.50 <0.50 70 NSL NSL
2-Chlorotoluene 4.4 <0.50 100 NSL NSL
Dibromomethane (Methylene bromide)2.4 0.56 5 25 100
1,2-Dichlorobenzene 1.1 <0.50 20 530 2,200
1,3-Dichlorobenzene 0.55 <0.50 200 NSL NSL
1,4-Dichlorobenzene 1.4 <0.50 6 26 110
1,2-Dichloroethane 2.2 1.1 0.4 22 98
Ethylbenzene 2.7 0.99 600 35 150
Isopropylbenzene 1.3 <0.50 70 180 750
p-Isopropyltoluene 2.8 4.5 25 NSL NSL
Methyl tert-butyl ether (MTBE)6.9 1.8 20 4,500 20,000
Methylene chloride 0.96 0.52 5 940 4,000
Naphthalene 4.9 1.8 6 35 150
n-Propylbenzene 2.4 <0.50 70 490 2,000
1,2,4-Trimethylbenzene 51 8.3 400 50 210
1,3,5-Trimethylbenzene 10 0.73 40 35 150
Xylenes (total)17.6 9.2 500 77 320
Ethyl Acetate 59 ND 3,000 2,700 1,100
VPH, Aliphatic (C5-C8)59 <30 400 1.7 7.1
VPH, Aliphatic (C9-C18)500 298 700 0.15 0.63
VPH, Aromatic (C9-C22)370 158 200 32 130
Total Chromium 5.2 6 10 NSL NSL
Notes:Prepared By/Date:AJF 2/5/19
Concentrations shown in micrograms per liter (µg/L)Checked By/Date:RPD 2/5/19
Bold values exceeded North Carolina 2L Standards
GWSLs = NCDEQ Division of Waste Management, Vapor Intrusion Groundwater Screening Levels, dated February 2018.
Shaded cell indicates value exceeded Residential GWSLs.
Underlined values exceeded Non-Residential GWSLs.
NSL = No Standard Listed
J = J-flag, estimated value identified at a concentration above method detection limit but below reporting limit.
NC 2L Standards = North Carolina Administrative Code, Title 15A, Subchapter 2L, Section .0202,
Groundwater Quality Standards, dated April 2013.
IMACs = North Carolina Administrative Code, Title 15A, Subchapter 2L, Section .0202,
Interim Maximum Allowable Concentrations, dated April 2018
Former Gathings Motor Company
Table 3a: Historic Groundwater Data
Residential
GWSLs
Non-Residential
GWSLs
Brownfields Project #: 22074-18-060
Charlotte, North Carolina
1100-1200 South Tryon Street
NC 2L
Standards/
IMACs
Constituent TW-1 TW-2 TW-3
Date Sampled 1/2/07 1/2/07 1/2/07
Chloroform 18 7.9 0.49 J 70 8.1 36
Toluene 0.99 <0.5 <0.5 600 3,800 16,000
Tetrachloroethene <0.5 <0.5 0.31 J 0.7 12 48
Notes:Prepared By:AJF 2/5/19
Concentrations shown in micrograms per liter (µg/L)Checked By:RPD 2/5/19
Bold values exceeded North Carolina 2L Standards
GWSLs = NCDEQ Division of Waste Management, Vapor Intrusion Groundwater Screening Levels,
dated February 2018.
Shaded cell indicates value exceeded Residential GWSLs.
Underlined values exceeded Non-Residential GWSLs.
NSL = No Standard Listed
J = J-flag, estimated value identified at a concentration above method detection limit but below reporting limit.
NC 2L Standards = North Carolina Administrative Code, Title 15A, Subchapter 2L, Section .0202,
Groundwater Quality Standards, dated April 2013.
IMACs = North Carolina Administrative Code, Title 15A, Subchapter 2L, Section .0202,
Interim Maximum Allowable Concentrations, dated April 2018
1100-1200 South Tryon Street
Former Gathings Motor Company
Table 3b: Historic Groundwater Data
Residential
GWSLs
Non-
Residential
GWSLs
NC 2L
Standard
Brownfields Project #: 22074-18-060
Charlotte, North Carolina
Constituent TW-1 TW-2
Sample Date 8/20/14 8/20/14
VOCs by SM 6200B
1,2,4-Trimethylbenzene 1,900 3,000 400 50 210
1,2-Dibromoethane <0.50 260 0.02 1.8 7.7
1,2-Dichloroethane <0.50 34 0.4 22 98
1,3,5-Trimethylbenzene 530 760 400 35 150
4-Isopropyltoluene 5.2 11 25 NSL NSL
Acetone 110 82 6,000 4,500,000 19,000,000
Benzene 230 2,100 1 16 69
Bromomethane 2.1 2 10 3.5 15
Ethylbenzene 3,900 3,700 600 35 150
Isopropyl Ether <0.50 7.5 70 1,400 5,900
Isopropylbenzene (Cumene)85 270 70 180 750
Methyl Butyl Ketone (2-Hexanone)270 E 180 E 40 1,600 6,900
Methyl Ethyl Ketone (2-Butanone)200 E <5.0 4,000 450,000 1,900,000
Methyl Isobutyl Ketone (MIBK)86 39 100 110,000 470,000
Methyl-tert-Butyl Ether (MTBE)<1.0 11 20 4,500 20,000
Methylene Chloride 2.2 <2.0 5 940 4,000
Naphthalene 830 1,300 6 35 150
n-Butylbenzene 21 51 70 NSL NSL
n-Propylbenzene 260 420 70 490 2,000
sec-Butylbenzene 7.8 21 70 NSL NSL
Toluene 3,900 19,000 600 3,800 16,000
Xylenes, total 14,000 16,000 500 77 320
SVOCs by EPA 625
1-Methylnaphthalene 44 76 1 NSL NSL
2-Methylnaphthalene 80 160 30 NSL NSL
Naphthalene 290 670 6 35 150
Lead by EPA 6010
Total Lead <5 32 15 NSL NSL
EPH/VPH by MADEP
Aliphatics, C5-C8 6,800 30,000 400 1.7 7.1
Aliphatics, C9-C18 8,200 16,740 700 0.15 0.63
Aromatics, C9-C22 5,190 8,510 200 32 130
Notes:Prepared By:AJF 2/5/19
Concentrations shown in micrograms per liter (µg/L)Checked By:RPD 2/5/19
Bold values exceeded North Carolina 2L Standards
GWSLs = NCDEQ Division of Waste Management, Vapor Intrusion Groundwater Screening Levels, dated February 2018.
Shaded cell indicates value exceeded Residential GWSLs.
Underlined values exceeded Non-Residential GWSLs.
NSL = No Standard Listed
J = J-flag, estimated value identified at a concentration above method detection limit but below reporting limit.
E = Estimated concentration above calibration range
NC 2L Standards = North Carolina Administrative Code, Title 15A, Subchapter 2L, Section .0202,
Groundwater Quality Standards, dated April 2013.
IMACs = North Carolina Administrative Code, Title 15A, Subchapter 2L, Section .0202,
Interim Maximum Allowable Concentrations, dated April 2018
Residential
GWSLs
Non-
Residential
GWSLs
Table 3c: Historic Groundwater Data
Former Gathings Motor Company
1100-1200 South Tryon Street
Charlotte, North Carolina
Brownfields Project #: 22074-18-060
NC 2L
Standards/
IMACs
Notes:Prepared By:AJF 2/5/19
ND = Not detected Checked By:RPD 2/5/19
Constituent
Sample Date
VOCs by EPA 8260B
SVOCs by EPA 8270D
TW-3
8/20/14
ND
ND
Table 3d: Historic Groundwater Data
Former Gathings Motor Company
1100-1200 South Tryon Street
Charlotte, North Carolina
Brownfields Project #: 22074-18-060
Constituent GP-1 (0-2)GP-1 (6-8)GP-2 (4-6)GP-2 (10-12)GP-3 (2-4)GP-3 (10-12)GP-4 (0-2)GP-4 (6-8)GP-5 (2-4)GP-5 (10-12)BG (2-4) BG (10-12)DUP-1
Depth Collected 0-2 6-8 4-6 10-12 2-4 10-12 0-2 6-8 2-4 10-12 2-4 10-12 4-6
Metals (Total)Range Mean
Arsenic 1.5 0.58 1.9 0.59 0.33 0.39 1.5 0.43 2.7 0.47 0.95 1.0 1.4 0.68 3.0 5.8 1.0-40*NE
Barium 100 21 16 76 44 220 16 23 14 160 11 13 13 3100 47000 580 50-1000 356
Cadmium <0.42 <0.41 <0.46 <0.44 <0.38 0.048 J <0.46 <0.43 <0.42 <0.47 <0.38 <0.41 <0.42 14 200 3 0.01-7.0*NE
Chromium 88 13 18 11 26 13 51 10 110 5.7 J 19 22 23 0.31 6.5 3.8 7-300 65
Chromium, Hexavalent 1.2 <0.83 NA NA <0.78 <0.85 NA NA NA NA <0.82 <0.80 NA 0.31 6.5 3.8 NE NE
Lead 5.9 9.5 9.8 12 3.6 4.7 9.2 9.9 12 51 6.0 8.8 8.4 400 800 250 2-200*NE
Mercury 0.40 <0.032 0.023 J <0.035 <0.031 <0.032 0.087 <0.035 0.022 J <0.036 0.029 J 0.016 J 0.045 2.3 9.7 1.0 0.03-0.52 0.121
Selenium 0.26 J 0.090 J 0.38 J <0.97 <0.85 <0.93 0.29 J <0.95 0.38 J <1.0 <0.84 <0.90 <0.92 78 1200 2.1 <0.1-0.8 0.42
Silver 0.080 J 0.015 J 0.024 J 0.019 J 0.029 J 0.025 J 0.027 J 0.011 J 0.049 J 0.025 J 0.028 J 0.032 J 0.042 J 78 1200 3.4 NE NE
Semi-Volatile Organic Compounds (SVOCs)
Benzo(a)anthracene <0.23 <0.22 <0.25 0.20 J <0.21 <0.23 <0.25 <0.23 <0.22 <0.25 NA NA <0.22 1.1 21 0.35
Benzo(a)pyrene <0.23 <0.22 <0.25 0.21 J <0.21 <0.23 <0.25 <0.23 <0.22 <0.25 NA NA <0.22 0.11 2.1 0.12
Benzo(b)fluoranthene <0.23 <0.22 <0.25 0.35 <0.21 <0.23 <0.25 <0.23 <0.22 <0.25 NA NA <0.22 1.1 21 1.2
Benzo(g,h,i)perylene <0.23 <0.22 <0.25 0.18 J <0.21 <0.23 <0.25 <0.23 <0.22 <0.25 NA NA <0.22 NE NE 15600
Chrysene <0.23 <0.22 <0.25 0.31 <0.21 <0.23 <0.25 <0.23 <0.22 <0.25 NA NA <0.22 110 2100 36
Fluoranthene <0.23 <0.22 0.15 J 0.78 <0.21 <0.23 <0.25 <0.23 <0.22 <0.25 NA NA <0.22 480 6000 670
Indeno(1,2,3-cd)pyrene <0.23 <0.22 <0.25 0.20 <0.21 <0.23 <0.25 <0.23 <0.22 <0.25 NA NA <0.22 1.1 21 3.9
Phenanthrene <0.23 <0.22 <0.25 0.41 <0.21 <0.23 <0.25 <0.23 <0.22 <0.25 NA NA <0.22 NE NE 134
Pyrene <0.23 <0.22 <0.25 0.57 <0.21 <0.23 <0.25 <0.23 <0.22 <0.25 NA NA <0.22 360 4500 440
Benzene <0.0022 <0.0025 <0.0027 <0.0023 <0.0028 <0.0020 <0.0026 <0.0023 <0.0022 <0.0027 NA NA <0.0022 1.2 5.4 0.01
Tetrachloroethene <0.0022 <0.0025 <0.0027 <0.0023 <0.0028 <0.0020 <0.0026 <0.0023 <0.0022 <0.0027 NA NA <0.0022 17 82 0.0063
Trichloroethene <0.0022 <0.0025 <0.0027 <0.0023 <0.0028 <0.0020 <0.0026 <0.0023 <0.0022 <0.0027 NA NA <0.0022 0.87 4.0 0.021
Notes:
1. Concentrations shown in milligrams per kilograms (mg/kg) relative to the Reporting Limit (RL).Prepared By/Date:RPD 3/7/19
2. Samples collected on February 23, 2019.Checked By/Date:AJF 3/7/19
3. Depths shown in feet below ground surface (bgs).
4. North Carolina Department of Environmental Quality (NCDEQ) Inactive Hazardous Sites Branch (IHSB) Preliminary Soil Remediation Goals (PSRG) dated February 2018.
5. Only detections above laboratory reporting limits and J-flagged results are shown.
6. J = Indicates that compound was detected at a concentration below the Reporting Limit (Lowest Calibration standard). Therefore, result is an estimated concentration.
7. NA- Not Analyzed.
8. NE- Not established.
9. Bold font indicates identified concentration exceeded Residential PSRG.
11. Underlined value indicates concentration exceeded Industrial/Commercial PSRG.
13. DUP-1 collected from GP-2 (4-6) location/depth.
(1) Range and mean values for "Background Metals for North Carolina Soils" taken from Elements in North American Soils by Dragun and Chekiri, 2005.
*Typical Range of "Native Soil Concentrations of Various Elements" as taken from The Soil Chemistry of Hazardous Materials, Dragun, James, 1988.
Table 4: Summary of Soil Analytical Results (Brownfields Assessment)
Former Gathings Motor Company
Charlotte, North CarolinaWood Project: 6228-18-0495
10. Shaded gray cell indicates concentration exceeded Protection of Groundwater (PoG) PSRG.
12. Bold font and shaded green cell indicates concentration exceeded Industrial/Commercial and Protection of Groundwater (PoG) PSRG, the concentration is below or within the range of "naturally occurring" metals in soil.
Not Applicable
Regional Background Metals in Soil(1)
NCDEQ IHSB
Residential
Health Based
PSRG
NCDEQ IHSB
Industrial/
Commercial
Health Based
PSRG
NCDEQ IHSB
Protection of
Groundwater
PSRG
Volitile Organic Compounds (VOCs)
Not Applicable
Constituent SG-1 SG-2 SG-3 SG-4 SG-5 SG-6 SG-7 SG-8 Dup-2
Date Collected 2/24/2019 2/24/2019 2/24/2019 2/24/2019 2/24/2019 2/24/2019 2/24/2019 2/24/2019 2/24/2019
Acetone 15 J 14 J 17 J 13 J 29 20 J 21 31 20 2,700,000
Benzene 14 3.8 9.3 1.2 9.3 7.6 10 16 1.9 1,600
1,3-Butadiene 9.8 8.7 8.5 3.4 7.0 <1.1 15 12 <0.44 180
2-Butanone (MEK)5.6 J 4.8 J 6.6 J 4.0 J 6.6 J 22 J 7.4 J 8.9 J 5.3 J 440,000
Chloroform 27 110 13 26 <0.98 <2.4 <0.98 5.4 140 530
Cyclohexane <0.69 <0.69 <0.69 <0.69 <0.69 47 <0.69 <0.69 <0.69 530,000
Dichlorodifluoromethane (Freon 12)2.0 4.4 <0.99 <0.99 <0.99 <2.5 <0.99 <0.99 <0.99 8,800
Ethanol 13 J 8.0 J 7.5 J 12 J 7.7 J <38 7.5 J <15 6.8 J NSL
Ethylbenzene 15 0.75 J 9.2 <0.87 13 4.5 10 22 <0.87 4,900
4-Ethyltoluene 9.9 <0.98 4.0 <0.98 9.7 <2.5 8.9 20 <0.98 NSL
Heptane 24 3.9 17 <0.82 17 19 16 22 2.4 35,000
Hexane 27 J <1.2 25 J <28 23 J 64 J 27 J 27 J <28 61,000
2-Hexanone (MBK)<0.82 <0.82 5.1 <0.82 <0.82 <2.0 <0.82 <0.82 <0.82 2,600
Isopropanol <20 <20 <20 <20 <20 4.3 J <20 <20 <20 18,000
Methylene Chloride 2.2 J 16 <6.9 <6.9 0.88 J <17 <6.9 1.8 J 18 53,000
4-Methyl-2-pentanone (MIBK)7.6 4.8 8.4 <0.82 6.8 7.3 5.8 6.5 2.8 260,000
m&p-Xylene 51 2.0 30 <1.7 46 14 37 80 1.6 J 8,800
o-Xylene 16 0.76 J 9.3 <0.87 15 7.9 14 27 0.57 J 8,800
Propene <14 <14 85 <14 <14 <34 <14 <14 <14 260,000
Tetrachloroethylene 35 <1.4 24 <1.4 27 110 23 37 <1.4 3,500
Toluene 130 4.6 85 2.2 97 31 75 160 4.6 440,000
Trichlorofluoromethane (Freon 11)3.4 J 1.9 J 1.9 J 3.0 J 1.8 J <11 1.7 J 2.2 J 2.1 J NSL
1,2,4-Trimethylbenzene 8.7 0.9 J 2.8 <0.98 10 <2.5 11 23 <0.98 5,300
1,3,5-Trimethylbenzene 2.8 <0.98 <0.98 <0.98 3.0 <2.5 3.2 6.6 <0.98 5,300
Notes:Prepared By/Date:RPD 3/5/19
1. Concentrations shown in micrograms per meter cubed (µg/m3)Checked By/Date:DRH 3/5/19
2. DWM Non-Residential SGSLs = Division of Waste Management Non-Residential Soil-Gas Screening Levels, dated February 2018
3. NSL = No screening level established
4. J = Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit
5. Samples analyzed for VOCs via EPA Method TO-15
6. Helium used as leak-check and was added to shroud surrounding the sample train prior to collection the sample. Helium was analyzed in the field using a MGD-2002 Multi-Gas leak (di-electric) detector
7. Values shown as less than (<) reference the reporting limits (RLs)
8. Dup-2 collected from SG-2 location
Table 5: Soil-Gas Analytical Results (2019)
DWM Non-Residential
SGSLs
Wood Project: 6228-18-0495
Charlotte, North Carolina
Former Gathings Motor Company
Constituent MW-1 MW-2 MW-3 MW-OWS MW-Tank 3 DUP-3 Trip Blank
NC 2L
Standards/
IMACs
Residential
GWSLs
Non-Residential
GWSLs
Benzene <1.0 <1.0 5.5 <1.0 NS <1.0 <1.0 1 16 69
tert-Butyl Alcohol (TBA)<0.50 <0.50 350 <20 NS <20 <20 10 NSL NSL
sec-Butylbenzene <1.0 <1.0 2.2 J <1.0 NS <1.0 <1.0 70 NSL NSL
Chloroform 23 1.6 J <10 <2.0 NS 1.6 J <2.0 70 8.1 36
1,2-Dichloroethane <1.0 <1.0 1.4 J <1.0 NS <1.0 <1.0 0.4 22 98
Ethylbenzene <1.0 <1.0 150 <1.0 NS <1.0 <1.0 600 35 150
Isopropylbenzene (Cumene)<1.0 <1.0 12 <1.0 NS <1.0 <1.0 70 180 750
p-Isopropyltoluene (p-Cymene)<1.0 <1.0 2.2 J <1.0 NS <1.0 <1.0 25 NSL NSL
Methyl tert-Butyl Ether (MTBE)<1.0 <1.0 7.5 <1.0 NS <1.0 <1.0 20 4,500 20,000
Naphthalene <5.0 <5.0 45 <5.0 NS <5.0 <5.0 6 35 150
n-Propylbenzene <1.0 <1.0 30 <1.0 NS <1.0 <1.0 70 490 2,000
Toluene <1.0 <1.0 110 <1.0 NS <1.0 <1.0 600 3,800 16,000
1,2,4-Trimethylbenzene <1.0 <1.0 150 <1.0 NS <1.0 <1.0 400 50 210
1,3,5-Trimethylbenzene <1.0 <1.0 150 <1.0 NS <1.0 <1.0 400 35 150
Xylenes, total <2.0 <2.0 630 <2.0 NS <2.0 <2.0 500 77 320
1-Methylnaphthalene <5.2 <5.2 19 <5.2 NS <5.3 NA 1 NSL NSL
2-Methylnaphthalene <5.2 <5.2 17 <5.2 NS <5.3 NA 30 NSL NSL
Naphthalene <5.2 <5.2 33 <5.2 NS <5.3 NA 6 35 150
Arsenic NA <0.4 0.54 NA NS NA NA 10 NSL NSL
Barium NA 80 400 NA NS NA NA 700 NSL NSL
Cadmium NA <0.50 0.61 NA NS NA NA 2 NSL NSL
Chromium NA 3.1 50 NA NS NA NA 10 NSL NSL
Lead NA <1.0 0.36 J NA NS NA NA 15 NSL NSL
Mercury NA 0.047 J 0.063 J NA NS NA NA 1 0.18 0.75
Selenium NA <5.0 3.8 J NA NS NA NA 20 NSL NSL
Notes:Prepared By/Date:RPD 3/5/19
1. Concentrations shown in micrograms per liter (µg/L).Checked By/Date:AJF 3/5/19
2. Samples collected on February 25, 2019.
3. Samples analyzed for VOCs, SVOCS and Metals via EPA Method 8260 and 8270, only detections above laboratory reporting limits are shown.
4. NC 2L Standards = North Carolina Administrative Code, Title 15A, Subchapter 2L, Section .0202, Groundwater Quality Standards, dated April 2013.
5. GWSLs = NCDEQ Division of Waste Management, Vapor Intrusion Groundwater Screening Levels, dated February 2018.
6. Bold values exceeded NC 2L Standards.
7. Shaded values exceeded Residential GWSLs.
8. Underlined values exceeded Non-Residential GWSLs.
9. NSL = No Standard Listed.
10. DUP-3 collected at MW-2 location.
11. J = Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
12. NA = Not Analyzed.
13. NS = Not Sampled, well obstructed at time of sampling.
14. IMACs = North Carolina Administrative Code, Title 15A, Subchapter 2L, Section 0.0202, Interim Maximum Allowable Concentrations, dated April 2018.
Charlotte, North Carolina
Former Gathings Motor Company
Table 6: Summary of Detected Constituents in Groundwater (2019)
Metals
Semi-Volatile Organic Compounds
Volatile Organic Compounds
Wood Project: 6228-18-0495
Block ID Block 1 Block 2 Block 3 Block 4 Block 5 Block 6 Block 7 Block 8 Block 9 Block 10
Sample ID 1-3 2-5 3-7 4-7 5-10 6-6 7-10 8-3 9-1 10-6
Sample Depth 0-3.5 0-2.5 0-3.5 0-3.5 0-2.5 0-2.5 0-3.5 0-4.5 0-2.5 0-4
Date Sampled 3/9/2019 3/9/2019 3/9/2019 3/10/2019 3/10/2019 3/10/2019 3/10/2019 3/9/2019 3/9/2019 3/9/2019
Acetone 0.045 J 0.052 J 0.052 J <0.099 0.031 J <0.10 <0.11 0.024 J <0.10 <0.11 12000 140000 25
Benzene <0.0019 <0.0023 <0.0021 <0.0020 <0.0018 <0.0020 <0.0021 <0.0019 <0.0021 <0.0022 1.2 5.4 0.01
Tetrachloroethene <0.0019 <0.0023 <0.0021 <0.0020 <0.0018 <0.0020 <0.0021 <0.0019 <0.0021 <0.0022 17 82 0.0063
Trichloroethene <0.0019 <0.0023 <0.0021 <0.0020 <0.0018 <0.0020 <0.0021 <0.0019 <0.0021 <0.0022 0.87 4 0.021
Notes:Prepared by/Date:RPD 3/21/19
1. Concentrations shown in milligrams per kilogram (mg/kg)Checked by/Date:DRH 3/21/19
2. Depths shown in feet below ground surface (bgs)
3. Constituent concentrations identified above reporting limits shown, see laboratory analytical report for complete list of constituents.
4. NCDEQ = North Carolina Department of Environmental Quality
5. IHSB = Inactive Hazardous Sites Branch
6. PSRG = Preliminary Soil Remediation Goals, dated February 2018
7. J = Indicates that compound was detected at a concentration below the Reporting Limit (Lowest Calibration standard). Therefore, result is an estimated concentration.
Brownfields Project No.:22074-18-060
Former Gathings Motor CompanyTable 7: Summary of Volatile Organic Compound (VOC) Analytical Results (Beneficial Reuse Assessment)
NCDEQ IHSB
Industrial/
Commercial
Health Based
PSRG
NCDEQ IHSB
Protection of
Groundwater
PSRG
NCDEQ IHSB
Residential Health
Based PSRG
Charlotte, North Carolina
Wood Project No.: 6228-18-0495
Block ID Block 1 Block 2 Block 3 Block 4 Block 5 Block 6 Block 7 Block 8 Block 9 Block 10
Sample ID 1-Comp 2-Comp 3-Comp 4-Comp 5-Comp 6-Comp 7-Comp 8-Comp 9-Comp 10-Comp
Sample Depth 0-3.5 0-2.5 0-3.5 0-3.5 0-2.5 0-2.5 0-3.5 0-4.5 0-2.5 0-4
Date Sampled 3/9/2019 3/9/2019 3/9/2019 3/10/2019 3/10/2019 3/10/2019 3/10/2019 3/9/2019 3/9/2019 3/9/2019 Range Mean
Acenaphthene <0.22 <0.24 <0.23 <0.22 <0.22 <0.23 <0.23 <0.21 <0.23 <0.23 720 9000 16
Acenaphthylene <0.22 <0.24 <0.23 <0.22 <0.22 <0.23 <0.23 <0.21 <0.23 <0.23 NE NE 41
Anthracene <0.22 <0.24 <0.23 <0.22 <0.22 <0.23 <0.23 <0.21 <0.23 <0.23 3600 45000 1300
Benzo(a)anthracene <0.22 <0.24 <0.23 <0.22 <0.22 <0.23 <0.23 <0.21 <0.23 <0.23 1.1 21 0.35
Benzo(a)pyrene <0.22 <0.24 <0.23 <0.22 <0.22 <0.23 <0.23 <0.21 <0.23 <0.23 0.11 2.1 0.12
Benzo(b)fluoranthene <0.22 <0.24 <0.23 <0.22 <0.22 <0.23 <0.23 <0.21 <0.23 <0.23 1.1 21 1.2
Benzo(g,h,i)perylene <0.22 <0.24 <0.23 <0.22 <0.22 <0.23 <0.23 <0.21 <0.23 <0.23 NE NE 15600
Benzo(k)fluoranthene <0.22 <0.24 <0.23 <0.22 <0.22 <0.23 <0.23 <0.21 <0.23 <0.23 11 210 12
Chrysene <0.22 <0.24 <0.23 <0.22 <0.22 <0.23 <0.23 <0.21 <0.23 <0.23 110 2100 36
Dibenz(a,h)anthracene <0.22 <0.24 <0.23 <0.22 <0.22 <0.23 <0.23 <0.21 <0.23 <0.23 0.11 2.1 0.38
Fluoranthene <0.22 <0.24 <0.23 <0.22 <0.22 <0.23 <0.23 <0.21 <0.23 <0.23 480 6000 670
Fluorene <0.22 <0.24 <0.23 <0.22 <0.22 <0.23 <0.23 <0.21 <0.23 <0.23 480 6000 110
Indeno(1,2,3-cd)pyrene <0.22 <0.24 <0.23 <0.22 <0.22 <0.23 <0.23 <0.21 <0.23 <0.23 1.1 21 3.9
1-Methylnaphthalene <0.22 <0.24 <0.23 <0.22 <0.22 <0.23 <0.23 <0.21 <0.23 <0.23 18 73 0.11
2-Methylnaphthalene <0.22 <0.24 <0.23 <0.22 <0.22 <0.23 <0.23 <0.21 <0.23 <0.23 48 600 3.1
Naphthalene <0.22 <0.24 <0.23 <0.22 <0.22 <0.23 <0.23 <0.21 <0.23 <0.23 4.1 18 0.39
Phenanthrene <0.22 <0.24 <0.23 <0.22 <0.22 <0.23 <0.23 <0.21 <0.23 <0.23 NE NE 134
Pyrene <0.22 <0.24 <0.23 <0.22 <0.22 <0.23 <0.23 <0.21 <0.23 <0.23 360 4500 440
Arsenic 1.6 2.1 2.5 2.9 2.7 1.8 1.9 2.6 1.2 1.6 0.68 3 5.8 1.0-40**NS
Barium 190 41 150 75 69 16 12 68 7.4 J 52 3100 47000 580 50-1000 356
Cadmium 0.028 J <0.45 0.11 J 0.041 J 0.039 J <0.41 <0.41 <0.40 <0.42 0.046 J 14 200 3.0 0.01-7.0**NS
Chromium 83 78 57 39 35 52 31 28 15 23 0.31 6.5 3.8 7-300 65
Lead 43 17 76 56 55 9.4 12 46 7.5 52 400 800 270 2-200**NS
Mercury 0.19 0.18 0.20 0.32 0.17 0.19 0.059 0.16 0.022 J 0.13 2.3 9.7 1.0 0.03-0.52 0.121
Selenium <0.92 <0.98 <0.95 <0.91 <0.89 0.63 J 0.65 J 0.53 J 0.44 J 0.47 J 78 1200 2.1 <0.1-0.8 0.42
Silver 0.084 J 0.044 J 0.11 0.075 J 0.079 J 0.019 J 0.017 J 0.054 J <0.098 0.051 J 78 1200 3.4 NS NS
Hexavalent Chromium 1.8 1.9 N/A N/A N/A N/A N/A N/A N/A N/A 0.31 6.5 3.8 NS NS
Regulatory Levels1 (mg/L)NC 2L2 (µg/L)
Barium 0.77 NA NA NA NA NA NA NA NA NA 100 700
Cadmium 0.002 J NA NA NA NA NA NA NA NA NA 1.0 2.0
Lead 0.0079 J NA NA NA NA NA NA NA NA NA 5.0 15
Notes:Prepared by/Date::RPD 3/21/19
1. Depths shown in feet below ground surface (bgs)Checked by/Date:DRH 3/21/19
2. mg/kg = milligrams per kilogram
3. mg/L = milligrams per liter
4. NCDEQ = North Carolina Department of Environmental Quality
5. IHSB = Inactive Hazardous Sites Branch
6. PSRG = Preliminary Soil Remediation Goals, dated February 2018
7. NA = Not analyzed
8. NE = Not established
9. NS = Not specified
10.Bold font and shaded gray cell indicates concentration exceeded Residential PSRG. These concentrations reflect "naturally occurring" metals in soil.
11.Bold font and shaded orange cell indicates concentration exceeded Residential, Industrial/Commercial and Protection of Groundwater (PoG) PSRGs. These concentrations reflect "naturally occurring" metals in soil.
* Range and mean values for "Background Metals for North Carolina Soils" taken from Elements in North American Soils by Dragun and Chekiri, 2005.
**Typical Range of "Native Soil Concentrations of Various Elements" as taken from The Soil Chemistry of Hazardous Materials, Dragun, James, 1988.
(1) Maximum Concentration of Contaminants for the Toxicity Characteristic (40 CFR 261.24), dated 2006, reported in mg/L.
(2) NC 2L Standards = North Carolina Administrative Code, Title 15A, Subchapter 2L, Section .0202, Groundwater Quality Standards, dated April 2013.
Table 8: Summary of Composite Soil Sample and Leachability Analytical Results (Beneficial Reuse Assessment)
Not Applicable
Regional Background Metals in Soil*
Charlotte, North Carolina
Semi Volatile Organic Compounds (SVOCs) (mg/kg)
NCDEQ IHSB
Protection of
Groundwater
PSRG
NCDEQ IHSB
Industrial/
Commercial
Health Based
PSRG
NCDEQ IHSB
Residential Health
Based PSRG
Wood Project No.: 6228-18-0495
Not Applicable
Brownfields Project No.:22074-18-060
Former Gathings Motor Company
Metals (Total) (mg/kg)
Toxicity Characteristic Leaching Procedure (TCLP) Metals (mg/L)
FIGURES

26
EMP Version 2, June 2018

!!!!!!!!!!NC Center for Geographic Information & Analysis
Historic Soil Data
Former Gathings Motor Company1100-1200 South Tryon StreetCharlotte, North CarolinaBrownfields Project #: 22074-18-060
PROJECT NO.:FIGURE NO.:6228-18-0495 2Reference: Development Plan from Land Design dated December 21, 2018Document Path: F:\AMEC_Projects\2018\6228-18-0495\MXD\Samples_2 -soil.mxd Prepared By: LMM 1/28/19; Checked by RCF 1/28/19
0 60 120 180Feet
¯
ND= Not detected
!Approximate Floor Drain Soil Boring Locations (2007).
Confirmation Soil Samples (2007/2016).
Approximate Soil Boring Location by Others (2014).!
VOCs NDP1, P2, P3, P4, P5, P6 (3-8')
SB-4
SB-2
SB-1
SB-5
Constituent T-3 Bottom T-3 North T-3 South T-3 East T-3 West
Depth Sampled (feet bgs) 15 8 8 8 8 8-10 13-15 18-20
Date Sampled 1/24/07 1/24/07 1/24/07 1/24/07 1/24/07 4/10/07 4/10/07 4/10/07Sec-butylbenzene <0.0012 0.0016 <0.062 <0.001 0.25 ND ND ND 4.1 1,600 23,000Chlorobenzene<0.0017 0.0045 <0.094 <0.0015 <0.084 ND ND ND 0.68 58 2801,2-Dichlorobenzene <0.0011 0.15 2.6 0.0019 <0.052 ND ND ND 0.39 380 20001,3-Dichlorobenzene <0.0015 0.024 0.46 <0.0013 <0.073 ND ND ND -- ----1,4-Dichlorobenzene <0.0017 0.078 1.7 0.0031 <0.084 ND ND ND 0.12 2.8 12Ethylbenzene<0.0013 0.012 <0.069 <0.0011 0.51 ND ND ND 13 6.10 27Isopropylbenzene<0.00092 0.0028 <0.050 <0.0008 0.21 ND ND ND 2.3 410 2,100MTBE0.003 <0.00042 <0.025 <0.0004 <0.022 ND ND ND 0.09 49 220Naphthalene0.0032 0.026 1.8 <0.0012 5.7 ND ND ND 0.39 4.1 18n-propylbenzene <0.0012 0.0072 <0.062 <0.001 0.49 ND ND ND 2.6 780 5,100Toluene<0.0016 0.0092 <0.087 <0.0014 <0.078 ND ND ND 8.3 990 9,7001,2,4-Trimethylbenzene 0.0024 0.072 0.39 <0.0014 5.5 ND ND ND 12 63 3701,3,5-Trimethylbenzene <0.0017 0.024 <0.094 <0.0015 1.2 ND ND ND 11 56 320Total Xylenes <0.0033 0.099 <0.180 <0.0029 1.7 ND ND ND 9.9 120 530Acenaphthylene<0.018 <0.017 0.082 <0.017 0.24 ND ND ND 16 720 9,000Benzo(a)pyrene <0.033 0.056 <0.032 <0.031 <0.310 ND ND ND 0.12 0.11 2.1Benzo(b)fluoranthene <0.031 0.07 <0.030 <0.029 <0.290 ND ND ND 1.2 1.1 21Benzo(g,h,i)perylene <0.031 0.061 <0.030 <0.029 <0.290 ND ND ND 15,600 ----Benzo(k)fluoranthene <0.038 0.038 <0.036 <0.035 <0.350 ND ND ND 12 11 210Chrysene<0.014 0.062 <0.014 <0.013 <0.130 ND ND ND 36 110 2,100Fluoranthene<0.014 0.085 0.087 0.033 <0.130 ND ND ND 670 480 6,000Fluorene<0.018 <0.016 0.098 <0.016 0.22 ND ND ND 110 480 6,0002-Methylnaphthalene <0.016 0.037 3.7 0.02 10 ND ND ND 3.1 48 600Phenanthrene<0.018 0.053 0.27 <0.017 0.55 ND ND ND 134 ----Pyrene <0.020 0.098 0.24 0.06 0.36 ND ND ND 440 360 4,500Total Chromium 17 45 28 67 19 38 23 6.3 3.8 0.31 6.5Total Lead 7.4 33 9.8 20 11 15 4.8 6.2 270 400 800Aliphatics, C5-C8 <2.16 <2.14 2.24 <1.91 <2.5 2.6 <3.2 <2.9 -- 110 460Aliphatics, C9-C18 2.3 2.4 62.7 4.52 78.98 ND ND ND 19 20 93Aliphatics, C19-C36 <4.37 151 755 255 789 470 <45 <47 16,000 47,000 700,000Aromatics, C9-C22 <6.99 <7.23 117.5 56.6 255 140 <45 <47 2.4 22 130
PoG PSRGs
Residential Health Based PSRGs
Industrial/ Commercial Health Based PSRGs
OWS
Concentrations shown in milligrams per kilograms (mg/kg) J = J-flag, value above method detection limit but below reporting limit, value estimated
Bold exceeds Protection of Groundwater PSRG Bold and Shaded exceeds Residential PSRG Bold, shaded, and underlined exceeds Industrial/Commercial PSRG -- = No standard/PSRG/SGSL (as applicable) established
NCDEQ Protection of Groundwater PSRGs = North Carolina Department of Environmental Quality, Protection of Groundwater Preliminary Soil Remediation Goals, dated February 2018
Tank 1
Tank 3
Tank OWS
Proposed Building Footprint
PPPP
NC Center for Geographic Information & Analysis
Historic Soil-Vapor Data
Former Gathings Motor Company 1100-1200 South Tryon Street Charlotte, North Carolina Brownfields Project #: 22074-18-060
PROJECT NO.:FIGURE NO.:6228-18-0495 3Reference: Development Plan from Land Design dated December 21, 2018Document Path: F:\AMEC_Projects\2018\6228-18-0495\MXD\Samples_2 soilgas.mxd Prepared By: LMM 1/28/19; Checked by RCF 1/28/19
0 60 120 180Feet
¯
SG-1
SG-2
SG-4
SG-3
P Approximate Soil-Gas Sample Locations (2017). No analytes identified at concentrations exceeding Soil-Gas Screening Levels (SGSLs).
Concentrations shown in micrograms per meter cubed (µg/m3)J= J-flag, value above method detection limit but below reporting limit, value estimated -- = No standard SGSL established
Proposed Building Footprint
!!!A!A!A!A!ANC Center for Geographic Information & Analysis
Historic Groundwater Data
Former Gathings Motor Company1100-1200 South Tryon StreetCharlotte, North CarolinaBrownfields Project #: 22074-18-060
PROJECT NO.:FIGURE NO.:6228-18-0495 4Reference: Development Plan from Land Design dated December 21, 2018Document Path: F:\AMEC_Projects\2018\6228-18-0495\MXD\Samples_2 - groundwater.mxd Prepared By: LMM 1/28/19; Checked by RCF 1/28/19
0 60 120 180Feet
¯
!
!Approximate Soil Boring and Temporary Well Locations Installed by Others (2014)
!A Approximate Temporary Monitoring Well Location (2007)
TW-1
TW-2
TW-3
TW-2
TW-1
ND= Not detectedConcentrations shown in micrograms per liter (µg/L)Bold font exceeds North Carolina 2L Standard--=No Standard or GWSL (as applicable) establishedE=Estimated concentration above the calibration rangeGWSLs= NCDEQ Division of Waste Management, Vapor IntrusionGroundwater Screening Levels, dated February 2018
MW-Tank3
MW-OWS
Shaded cell indicates value exceeded Residential GWSLs Underlined values exceeded Non-Residential GWSLs NSL = No Standard ListedJ = J-flag, estimated value identified at a concentration above method detection limit but below reporting limit. NC 2L Standards = North Carolina Administrative Code, Title 15A, Subchapter 2L, Section .0202, Groundwater Quality Standards, dated April 2013. IMACs = North Carolina Administrative Code, Title 15A, Subchapter 2L, Section .0202, Interim Maximum Allowable Concentrations, dated April 2018
!A Approximate Location of Existing Monitoring Well (2007)
Proposed Building Footprint
PPP)B)BP748
746
7
5
0
744
742
740
738
752736
754756752754750750750
742
746
750752752
75074274875075
0
750752
750 746750750750742
752
BG
GP-1GP-3
GP-2/MW-1
GP-5/MW-3
GP-4/MW-2
Soil Sample Locations (2019)Former Gathings Motor Company 1100-1200 South Tryon Street Charlotte, North Carolina Brownfields Project #: 22074-18-060
PROJECT NO.:FIGURE NO.:6228-18-0495 5
0 60 12030Feet
¯
LEGEND
)B Sediment Basin Soil Boring Location
P Soil Boring and Monitoring Well Location
P BG = "background" metals soil boring location
2017 Contours (feet)
PPPPPPP
PSG-5
SG-1
SG-2SG-3
SG-4
SG-7
SG-6
SG-8
Soil-Gas Sample Locations (2019) Former Gathings Motor Company 1100-1200 South Tryon Street Charlotte, North Carolina Brownfields Project #: 22074-18-060
PROJECT NO.:FIGURE NO.:6228-18-0495 6
0 60 12030Feet
¯
P Soil-Gas Sample Location (collected February 24, 2019)
LEGEND
Proposed Building Footprint
7 4 8
746
750
744
742
740
738
752736
754756752754750750750742
746
750752752
750742748750750
7507527 5 0 746750750 75074 2
752P
P
P
P
MW-1(732.65)
MW-2(734.57)
MW-3(731.08)
MW-OWS(733.02)
Groundwater Sample Locations and Elevations (2019)Former Gathings Motor Company1100-1200 South Tryon StreetCharlotte, North CarolinaBrownfields Project #: 22074-18-060
PROJECT NO.:FIGURE NO.:6228-18-0495 7
¯
Groundwater elevations established by Wood personnel relative to the "benchmarks" shown on this figure.The referenced elevations of the points was obtained from the Boundary Survey prepared by R.B. Pharr & Associates, P.A., dated May 21, 2018.
LEGEND
0 60 12030Feet
E
E
P Approximate Groundwater Monitoring Well LocationGroundwater Elevation (feet) as measured on February 25, 2019Groundwater Contour (feet)Estimated Groundwater Flow Direction
(734.57)
E Approximate locations of "benchmarks" used by Wood to establish top of casing elevations for monitoring wells
MW-Tank 3P
2017 Contours (feet)
!!!!!
!!!!!!!!!!!
!!!!!!!!!
!!!!!!!!!!!!!!!!!
!!!!!
!!!!!!
!
!!!!!!!!!
!
!!!!!!!!!!!!!!!!!!
!!!!!!!!!!!!!!!!PPPP P
P1-1 1-2 1-3 1-4 1-5
1-61-71-81-91-102-1
2-2
2-3
2-4
2-5
2-6
2-7
2-8
2-9
2-10
3-1 3-2 3-3 3-4 3-5
3-103-93-83-73-6
4-1 4-2 4-3 4-4 4-5
4-6 4-7 4-8 4-9 4-10
5-1 5-2 5-3 5-4 5-5
5-6 5-7 5-8 5-9 5-10
6-1 6-2 6-3
6-4 6-5 6-6
6-7 6-8 6-106-9
7-1 7-2 7-3
7-4
7-5
7-6 7-7 7-8
7-9 7-10
8-1 8-2
8-3 8-4
8-5 8-6
8-7 8-8
8-9 8-10
9-1 9-2
9-3 9-4
9-5 9-6
10-1 10-2 10-3 10-4 10-5
10-6 10-7
10-8
10-9
10-10
10-11
10-12
BG
GP-3
GP-2/MW-1
GP-5/MW-3
Sampling GridFormer Gathings Motor Company1100-1200 South Tryon StreetCharlotte, North CarolinaBrownfields Project #: 22074-18-060
PROJECT NO.:FIGURE NO.:6228-18-0495 8Document Path: F:\AMEC_Projects\2018\6228-18-0495\MXD\Sampling_Grid.mxd Prepared By: LMM 3/27/19; Checked by RCF 3/27/19
0 60 12030Feet
¯
LEGEND
Composite Sample "Block" Area
Boring Location and Designation!
P Sediment Basin Boring (completed)
Soil Boring/Monitoring Well (completed)
"Background" Soil Boring (completed)P
GP-1
GP-4/MW-2
P
!!!!!!!!!!!!
!!!!
!!!
!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!!!!!!!!!!!
!!!!!!!!!
!!!!!!!!!!!
!
!!!!!!!!!!!!!!!!!!!1-1 1-2 1-3 1-4 1-5
1-61-71-81-91-102-1
2-2
2-3
2-4
2-5
2-6
2-7
2-8
2-9
2-10
3-1 3-2 3-3 3-4 3-5
3-103-93-83-73-6
4-1 4-2 4-3 4-4 4-5
4-6 4-7 4-8 4-9 4-10
5-1 5-2 5-3 5-4 5-5
5-6 5-7 5-8 5-9 5-10
6-1 6-2 6-3
6-4 6-5 6-6
6-7 6-8 6-106-9
7-1 7-2 7-3
7-4
7-5
7-6 7-7 7-8
7-9 7-10
8-1 8-2
8-3 8-4
8-5 8-6
8-7 8-8
8-9 8-10
9-1 9-2
9-3 9-4
9-5 9-6
10-1 10-2 10-3 10-4 10-5
10-6 10-7
10-8
10-9
10-10
10-11
10-12
Sampling Grid on Cut/Fill PlanFormer Gathings Motor Company1100-1200 South Tryon StreetCharlotte, North CarolinaBrownfields Project #: 22074-18-060
PROJECT NO.:FIGURE NO.:6228-18-0495 9Document Path: F:\AMEC_Projects\2018\6228-18-0495\MXD\Sampling_Gridcut.mxd Prepared By: LMM 1/28/19; Checked by RCF 1/28/19
0 60 12030Feet
¯
LEGEND
Composite Sample "Block" Area
Boring Location and Designation!
APPENDIX A
FH
FH
WV
WVWV
WV
WV
WV
WV
WV PID: 07305302B&K INVESTMENT COD.B. 09440 PG. 157PID: 07327101
MID-AMERICA
PARTNERSHIP, LLC
D.B. 26154 PG. 883
PID: 07327107
MAURICIO WEST
DIOCESAN ADMIN. OF THE ROMAN CATHOLIC D/CHLT
D.B. 09051 PG. 589
PID: 07307211GLOBAL SIGNALAQUISITIONS IV LLCD.B. 23979 PG. 978PID: 07307222CATHERINE LLCD.B. 29674 PG. 472PID: 12303101
LP CAMDEN
SUMMIT PARTNERSHIP
D.B. 17726 PG. 101
DN
DEVELOPMENT AREA B:
BUILDING WEST
PROPOSED COMMERCIAL
DEVELOPMENT AREA A:
PARKING DECK
OVERHEAD
CANOPY BY
ARCHITECT
ROADWAY LIGHT BY
DUKE ENERGY, TYP.
ROADWAY LIGHT BY
DUKE ENERGY, TYP.
ROADWAY LIGHT BY
DUKE ENERGY, TYP.
WINNIFRED STREET
(VARIABLE WIDTH PUBLIC R/W)WEST CARSON BLVD(VARIABLE WIDTH PUBLIC R/W)WEST CATHERINE STREET(30' WIDTH PUBLIC R/W)SOUTH TRYON STREET
(VARIABLE WIDTH PUBLIC R/W)
CUSTOM PROJECT/
TENANT SIGNAGE
BURIED TRANSFORMER VAULT,
1 SINGLE PHASE SYSTEM
3 PHASE SYSTEM QUANTITY TBD
ADA RAMP WITH
TRUNCATED DOMES
2'-6" CURBAND GUTTER
ADA RAMP WITHTRUNCATED DOMES
2'-6" CURBAND GUTTER
ADA RAMP WITH
TRUNCATED DOMES
2'-6" CURB
AND GUTTER
2' CONCRETE
BAND
DEVELOPMENT AREA B:
BUILDING EAST
PROPOSED COMMERCIAL
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
OPEN SPACE/
LAWN
PAPA
PAPA
PA
PA
18.5' SETBACK
16' SETBACK
PA
PA
PA
PA
PA
PA
PAPA
PA
PA
PA
PA
PROPERTY LINE16' SETBACK
16' SETBACK16' SETBACKPROPERTY LINE18.5' SETBACK
PROPERTY LINE 16' SETBACKPROPERTY LINE16' SETBACKOVERHEAD
CANOPY BY
ARCHITECT
5 BIKE RACKS
(10 SHORT-TERM SPACES)
5 BIKE RACKS
(10 SHORT-TERM SPACES)
5 BIKE RACKS
(10 SHORT-TERM SPACES)
OPEN SPACE AREA:
+/- 23,989 SF
ON-STREET ADA SPACE
PROPOSED
CATS BUS PAD
ADA RAMP
BACKFLOW PREVENTOR LOCATION
W/ DECORATIVE METAL SCREEN
ON-STREET ADA SPACE
ADA RAMP
TREE GRATE, TYP.
TYPE II MODIFIED
DRIVEWAY
TYPE II MODIFIEDDRIVEWAY
TYPE II MODIFIED
DRIVEWAY
TYPE II MODIFIEDDRIVEWAY
TYPE II MODIFIED
DRIVEWAY
11' SETBACK11' SETBACK11' SETBACKPROPOSED PEDESTRIAN
HAWK SIGNAL
CROSSWALK
CUSTOM PROJECT/
TENANT SIGNAGE
PEDESTRIAN REFUGE
SEE SHEET L6.02 FOR
PEDESTRIAN REFUGE
ENLARGEMENT ALONG W
CARSON BLVD.
PA
50' x 50' SITE TRIANGLE
NCDOT 10' x 70'
SITE TRIANGLE
50' x 50' SITE TRIANGLE
NCDOT 10' x 70'
SITE TRIANGLE
50' x 50' SITE TRIANGE
50' x 50' SITE TRIANGE 5' x 5' PED TRIANGE
PA
OVERHEAD
CANOPY BY
ARCHITECT
RETAIL LOADING DOCK/
SERVICE AREA
RETAIL
RETAIL
RETAIL
PARKING
LOBBY
BIKE
PARKING/
STORAGE
RETAIL RETAIL
RETAIL
RETAIL
LOBBY
RETAIL
OFFICE
LOBBY
DROP OFF
PA
OVERHEAD
CANOPY BYARCHITECT
TRASH ROOM
TRASH ROOM
FUTURE
DEVELOPMENT
BY OTHERS
FHFH
WVWVWV
WV
WV
WV
WV
WV
DN
KEY MAP
SEAL
SHEET NUMBER
SHEET TITLE
LANDDESIGN PROJ.#
SCALE
PROJECT
NORTH
NO.DESCRIPTION DATE
REVISION / ISSUANCE
ORIGINAL SHEET SIZE: 24" X 36"
VERT:
HORZ:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
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12/21/2018LAND DEVELOPMENT1
SPECTRUM
SOUTH TRYON
SPECTRUM
1100 S TRYON ST.
CHARLOTTE, NC 28203
1018203
OVERALL SITE PLAN +
DEVELOPMENT SUMMARY
N/A
G1.05
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0
1"=
15'30'60'
30'
DEVELOPMENT SUMMARY:
SITE ACREAGE: +/- 4.94 ACRES
TAX PARCEL ID NUMBER (PID): 073-073-01, 073-073-07, 073-073-08, 073-073-09, 073-073-10,
073-073-11
EXISTING ZONING: I-2, TOD-M
PROPOSED ZONING:TOD-M(O)
EXISTING USES: OFFICE/PARKING/VACANT
PROPOSED USES:
OFFICE, HOTEL, RETAIL/EDEE AND OTHER USES PERMITTED BY RIGHT, AND UNDER PRESCRIBED
CONDITIONS IN THE TOD-M ZONING DISTRICT TOGETHER WITH ACCESSORY USES, AS ALLOWED
IN THE TOD-M ZONING DISTRICT, AND SUBJECT TO THE OPTIONAL PROVISIONS BELOW
DEVELOPMENT AREA A: PARKING DECK
DEVELOPMENT AREA B: BUILDING WEST: OFFICE, RETAIL
BUILDING EAST: OFFICE, RETAIL
SETBACKS:
18.5' SETBACK ALONG S TRYON ST
16.0' SETBACK ALONG W. CATHERINE ST, WINNIFRED ST + WEST CARSON BLVD
MAXIMUM BUILDING HEIGHT:
A MAXIMUM BUILDING HEIGHT OF 250 FEET WITHIN DEVELOPMENT AREA A AND A MAXIMUM
BUILDING HEIGHT OF 180 FEET WITHIN DEVELOPMENT AREA B AS ALLOWED BY THE ORDINANCE
AND THE OPTIONAL PROVISIONS BELOW. BUILDING HEIGHT TO BE MEASURED AS REQUIRED BY
THE ORDINANCE
DEVELOPMENT AREA A:
REQUIRED: 250' MAX
PROVIDED: BUILDING HEIGHT AT STRUCTURED PARKING-
TOP AT PARAPET- 121'-8"
TOP AT ELEVATOR + STAIR- 130-'8"
DEVELOPMENT AREA B:
REQUIRED: 180' MAX
PROVIDED:
BUILDING WEST:
-TOP AT PARAPET- 142'-0"
-TOP AT MECH SCREEN- 160'-0"
BUILDING EAST:
-TOP AT PARAPET- 142'-0"
-TOP AT MECH SCREEN- 160'-0"
FLOOR AREA RATIO (FAR): 1,145,570 GSF/ 4.94 AC = 5.3 FAR
OPEN SPACE REQUIREMENTS:
A MINIMUM OF 20,000 SQUARE FEET OF OPEN SPACE (A COMBINATION OF ± 15,000 SQUARE FEET
OF PUBLIC URBAN OPEN SPACE (AS DEFINED BY THE TOD-M ZONING DISTRICT) PLUS AN
ADDITIONAL ±5,000 SQUARE FEET OF IMPROVED URBAN OPEN SPACE (AS DEFINED BELOW) WILL
BE PROVIDED. THE RATIO OF PUBLIC OPEN SPACE AND IMPROVED URBAN OPEN SPACE MAY
VARY FROM WHAT IS INDICATED ABOVE AS ALONG AS THE TOTAL PROVIDED SQUARE FOOTAGE
EQUALS 20,000 SQUARE FEET, AND NO LESS THAN 10,000 SQUARE FEET OF PUBLIC URBAN OPEN
SPACE IS PROVIDED
PROVIDED OPEN SPACE: +/- 23,989 SF
TREE SAVE REQUIREMENTS:
N/A, EXEMPT IN TOD
SERVICE AREA/ SOLID WASTE/ RECYLING:
LOADING SPACES: 5 REQUIRED
NON-RESIDENTIAL USES: 50,000-150,000 = 1 SPACE, ADDITIONAL 1 SPACES FOR EVERY 100,000 SF
LOADING DOCK AREA WITHIN DECK: 5,335 SF
BUILDING EAST OFFICE: TRASH ROOM 548 SF
BUILDING WEST OFFICE: TRASH ROOM 548 SF
SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS OF TRASH ROOM/ SERVICE AREA
PARKING REQUIREMENTS:
DEVELOPMENT AREA A: PARKING DECK
PROVIDED: 1,618 SPACES
DEVELOPMENT AREA B: MIXED- USE (OFFICE, RETAIL, EDEE, MF RESIDENTIAL)
OFFICE REQ: MAX 1 SPACE/ 300 SF
EDEE REQ: NO MIN, MAX. 1 SPACE/ 75 SF
RETAIL REQ: MAX 1 SPACE/ 250 SF
BUILDING WEST:
OFFICE: +/- 262,487 GSF / 300 SF = 875 SPACES
RETAIL: +/- 13,356 GSF / 250 SF = 53 SPACES
BUILDING EAST:
OFFICE: +/- 228,260 GSF/ 300 SF = 761 SPACES
RETAIL: +/- 14,446 GSF / 250 SF = 58 SPACES
TOTAL MAXIMUM: 1,747 SPACES
TOTAL DECK SPACES PROVIDED: 1,618 SPACES
TOTAL ON-STREET PARKING PROVIDED: 33 SPACES
REQUIRED ACCESSIBLE ON-STREET PARKING: 1 PER 25/ BLOCK
PROVIDED ACCESSIBLE ON-STREET PARKING: 2 SPACES
PROVIDED ACCESSIBLE VAN PARKING: 2 SPACES
BIKE PARKING:
THE PETITIONER WILL PROVIDE SHORT TERM AND LONG TERM BICYCLE PARKING, AS DEFINED
BY THE ORDINANCE, ON THE SITE AT THE FOLLOWING RATIOS:
-SHORT TERM SPACES: ONE SHORT TERM BICYCLE PARKING SPACE PER 1,500 SQUARE
FEET OF GFA OF COMMERCIAL USES, BUT NOT TO EXCEED 30 SPACES (IF THE CURRENT
ORDINANCE REQUIRES MORE SPACES THEN ADDITIONAL SPACES WILL BE PROVIDED).
-LONG TERM SPACES: ONE LONG TERM BICYCLE PARKING SPACE PER 6,000 SQUARE FEET
OF GFA OF COMMERCIAL USES, BUT NOT TO EXCEED 50 SPACES (IF THE CURRENT ORDINANCE
REQUIRES MORE SPACES THEN ADDITIONAL SPACES WILL BE PROVIDED).
PROVIDED BIKE PARKING: 30 SHORT-TERM SPACES
56 LONG-TERM SPACES (IN PARKING DECK)
SEE SHEET L6.01 SEE SHEET L6.02
LEGEND
EX. PROPERTY LINE
PROP. SETBACK/ BUFFER
PLANTING AREA PA
GENERAL NOTES:
1.ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OF A SIDEWALK OR
TRAVEL LANE MUST BE APPROVED BY CDOT AND WILL REQUIRE A R/W USE PERMIT
OR R/W LEASE DEPENDING UPON THE PROPOSED DURATION OF CLOSURE. THESE
APPROVALS ARE IN ADDITION TO SITE APPROVALS AND SHOULD BE COORDINATED
WITH CDOT PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CONTACT CDOT AT
[phone] AT LEAST 5 BUSINESS DAYS PRIOR TO BEGINNING WORK FOR
IMPACTS LESS THAN 30 DAYS. CONTRACTOR SHALL CONTACT CDOT AT (704)
336-8348 AS SOON AS POSSIBLE FOR IMPACTS GREATER THAN 30 DAYS. EVERY
EFFORT SHALL BE MADE TO CONSTRUCT IMPROVEMENTS WITH MINIMAL IMPACT
TO DRIVERS AND PEDESTRIANS.
2.RIGHT-OF-WAY CLOSURES LONGER THAN 30 DAYS REQUIRE RIGHT-OF-WAY LEASE
AGREEMENT WHICH WILL INCLUDE THE SUBMITTAL OF A TRAFFIC CONTROL PLAN.
TRAFFIC CONTROL PLANS REQUIRED THROUGH A LEASE AGREEMENT MAY BE
DIFFERENT FROM THE ONE REQUIRED DURING THE LAND DEVELOPMENT PLAN
REVIEW AND ARE SUBJECT TO REVISIONS. THE REVISED TRAFFIC CONTROL PLANS
MUST BE SUBMITTED AS PART OF THE LEASE AGREEMENT PROCESS FOR
APPROVAL PRIOR TO START OF RIGHT-OF-WAY CLOSURES. CONTRACTOR SHALL
CONTACT CDOT AT [phone].
3.CONSTRUCTION STAGING WITHIN CITY RIGHT-OF-WAY LASTING MORE THAN 30
DAYS REQUIRES A RIGHT-OF-WAY LEASE AGREEMENT. PLEASE SEE TRAFFIC
CONTROL PLAN NOTES FOR DETAILS. CONTRACTOR SHALL CONTACT CDOT AT
[phone].
4.NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE
RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE
CHARLOTTE DEPARTMENT OF TRANSPORTATION/NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION BEFORE INSTALLATION. FOR CITY OF CHARLOTTE
MAINTAINED STREETS, CONTACT CDOT AT [phone].
5.SIDEWALK WITHIN THE CITY'S RIGHT-OF-WAY THAT REQUIRES REPLACEMENT
AS PART OF THE DEVELOPMENT AND/OR STREET IMPROVEMENTS SHOULD BE
PHASED IN SUCH A WAY AS TO MINIMIZE THE DURATION OF THE SIDEWALK
CLOSURE TO THE EXTENT FEASIBLE. THE DEVELOPER SHOULD MAKE EVER
ATTEMPT TO HAVE SIDEWALK REPAIRED AND REOPENED FOR PUBLIC USE WITH 30
DAYS OF REMOVAL.
6.THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF
TRANSPORTATION (GUS JORDI, 704-336-7086) TO IDENTIFY ANY CONFLICTS WITH
TRAFFIC SIGNALIZATION EQUIPMENT. 60- 90 DAYS WILL BE REQUIRED TO
COORDINATE RELOCATION. DEVELOPER SHALL BE RESPONSIBLE FOR ALL RELATED
RELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THE
CONTRACTOR/DEVELOPER.
7.DEVELOPER TO CONTACT CDOT (ANTHONY MENDEZ: 704-336-4971) DURING
SITE PLAN PREPARATION TO DISCUSS STREET LIGHTING REQUIREMENTS, IF ANY,
FOR THIS PROJECT. COORDINATE WITH DUKE ENERGY AND CDOT AS NECESSARY
TO DETERMINE LIGHTING LEVELS, LIGHTING LAYOUT AND REQUIREMENTS FOR
INSTALLATION.
DEVELOPMENT
AREA A
DEVELOPMENT
AREA B
KEY MAP
BUILDING WEST
BUILDING EAST
APPENDIX B
XXXXXXXXXXXXXXXXX XXXX X X X XX XXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X
XXXXXXXXXXXXX
GP
GP GP GP
GPGP
GP
GP
GP
GP
GP
GP GP
GP
SOUTH TRYON STREET
(VARIABLE WIDTH PUBLIC R/W)
WINNIFRED STREET
WEST CARSON BOULEVARD(VARIABLE WIDTH PUBLIC R/W)(VARIABLE WIDTH PUBLIC R/W)WEST CATHERINE STREET30' PUBLIC RIGHT-OF-WAYWV WV WV
WV
WB WBMB. 50, PG. 542NCDOT MAINTAINED CDOT MAINTAINEDCDOT MAINTAINED
CDOT MAINTAINEDSPECTRUM
SOUTH TRYON
SPECTRUM
1100 S TRYON ST.
CHARLOTTE, NC 28203
1018203
DEMOLITION PLAN - PHASE 1
N/A
RAK
SWK
SWK
C1.00
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1"=
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30'

KEY MAP
SEAL
SHEET NUMBER
SHEET TITLE
LANDDESIGN PROJ.#
SCALE
PROJECT
NORTH
NO.DESCRIPTION DATE
REVISION / ISSUANCE
ORIGINAL SHEET SIZE: 24" X 36"
VERT:
HORZ:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
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12/21/2018LAND DEVELOPMENT1
EX. 1-STORY
BUILDING TO BE
REMOVED
EX. DRIVEWAY ENTRANCE TO BE
REMOVED
EX. FENCE AND
UNDERGROUND
CONCRETE FOOTING
TO BE REMOVED
EX. FENCE AND
UNDERGROUND
CONCRETE FOOTING
TO BE REMOVED
ALL EX. FENCE AND
UNDERGROUND
CONCRETE FOOTING
ONSITE TO BE REMOVED
EX. FENCE AND
UNDERGROUND
CONCRETE FOOTING
TO BE REMOVED
EX. FENCE AND
UNDERGROUND
CONCRETE FOOTING
TO BE REMOVED
EX. WALLS TO BE
REMOVED
EX. WALLS TO BE
REMOVED
EX. 1-STORY
BUILDING TO BE
REMOVED
ASPHALT TO BE REMOVED
CONCRETE/SIDEWALK TO BE
REMOVED
DEMO EX. CURB
LEGEND
BUILDINGS TO BE REMOVED
DEMOLITION NOTES:
1.CONTRACTOR TO SUBMIT DEMOLITION PLAN TO THE CITY OF CHARLOTTE BUILDING
STANDARDS BEFORE DEMOLITION IS TO BEGIN AND IT IS THE RESPONSIBILITY OF
THE CONTRACTOR TO OBTAIN ALL DEMOLITION PERMITS AS REQUIRED.
2.NO DEMOLITION RESULTING IN LAND DISTURBANCE PRIOR TO PRE-CONSTRUCTION
MEETING.
3.DEMOLITION AND REMOVAL OPERATIONS SHALL COMMENCE AFTER ALL EROSION
CONTROL MEASURES ARE IN PLACE AND ARE FUNCTIONAL.
4.EXTENT OF SITE CLEARING IS SHOWN ON EROSION CONTROL PLANS.
5.SITE DEMOLITION WORK INCLUDES, BUT IS NOT LIMITED TO:
A. CONCRETE & ASPHALT SURFACES
B. SITE UTILITIES
C. LANDSCAPING
D. BUILDINGS
6.CONDUCT SITE DEMOLITION OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH
ROADS, STREETS, WALKS, AND OTHER ADJACENT OCCUPIED OR USED FACILITIES.
DO NOT CLOSE OR OBSTRUCT STREETS, WALKS OR OTHER OCCUPIED OR USED
FACILITIES WITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION.
7.DEMOLITION DEBRIS, EXCEPT AS OTHERWISE NOTED, SHALL BECOME THE
PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE. ALL
DEBRIS SHALL BE DISPOSED OF OFF-SITE BY THE CONTRACTOR IN A LEGAL LANDFILL
IN A TIMELY MANNER. NO SALVAGE OR SALE OF DEMOLISHED MATERIALS ON SITE
WILL BE ALLOWED WITHOUT PERMISSION FROM THE OWNER.
8.LOCATE EXISTING ABOVE GROUND AND UNDERGROUND UTILITIES IN AREAS OF
WORK. IF UTILITIES ARE TO REMAIN IN PLACE, PROVIDE ADEQUATE MEANS OF
SUPPORT AND PROTECTION DURING DEMOLITION OPERATION.
9.SHOULD UNCHARTED, OR INCORRECTLY CHARTED PIPING OR OTHER UTILITIES BE
ENCOUNTERED DURING DEMOLITION, CONSULT PROJECT ENGINEER AND UTILITY
OWNER FOR IMMEDIATE ACTION.
10.PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES
FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING,
WASHOUT AND OTHER HAZARDS CREATED BY THE DEMOLITION OPERATION.
11.CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EXISTING CONDITIONS OR
BETTER UNLESS OTHERWISE NOTED OR AS PART OF CONTINUING CONSTRUCTION
ACTIVITY PER SITE DEVELOPMENT PLANS AS PERMITTED.
12.CONTRACTOR TO REMOVE ALL VISIBLE OR REASONABLY IDENTIFIABLE MATERIAL,
EQUIPMENT, ETC. FROM THE SITE IF NOT NEEDED AT CONTRACTORS EXPENSE.
13.THE LOCATION OF ALL UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED
FROM AVAILABLE INFORMATION AND ARE GIVEN FOR THE CONVENIENCE OF THE
CONTRACTOR. THE ENGINEER AND OWNER ASSUME NO RESPONSIBILITY FOR
INACCURACY.CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING ALL
APPROPRIATE PARTIES AND ASSURING THAT UTILITIES ARE LOCATED PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION. CALL NC ONE CALL (PREVIOUSLY ULOCO) AT
1-800-632-4949 FOR UTILITY LOCATING SERVICES 48 HOURS PRIOR TO
COMMENCEMENT OF ANY WORK. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH
OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.
14.ALL DEMOLITION AND CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE
BUILDING CODES AND LOCAL RESTRICTIONS. THE CONTRACTOR MUST COMPLY
WITH ALL OF THE CONTRACTOR REGISTRATION REQUIREMENTS OF ALL GOVERNING
AUTHORITIES.
15.PRIOR TO THE COMMENCEMENT OF DEMOLITION, THE CONTRACTOR SHALL
COORDINATE HIS ACTIVITIES WITH ALL UTILITY COMPANIES SERVING THIS AREA. THE
CONTRACTORS TO COORDINATE FULLY WITH THE UTILITY COMPANIES ON THE
EXACT LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION.
CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING RELOCATION OR
REMOVAL OF EXISTING PRIVATE AND PUBLIC UTILITIES AS REQUIRED. RELOCATION
COORDINATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ASSOCIATED
FEES SHALL BE THE RESPONSIBILITY OF THE OWNER.
16.ALL PAVING REMOVAL AND DEMOLITION SHALL BE PERFORMED AS SHOWN ON THE
PLANS OR AS DIRECTED BY THE ENGINEER OR OWNER.
17.RELOCATION OR REMOVAL OF OVERHEAD OR UNDERGROUND UTILITIES SHALL BE
COORDINATED WITH THE APPROPRIATE UTILITY COMPANY.
18.ALL PROPOSED PAVEMENT CUTS SHALL BE SAW CUT ONLY.
19.CONTRACTOR SHALL PROVIDE A MINIMUM OF 72 HOURS ADVANCE NOTICE TO THE
OWNER PRIOR TO STARTING DEMOLITION ACTIVITIES.
20.CONTRACTOR SHALL VERIFY AND PROTECT ALL PUBLIC UTILITIES. ANY WORK
ASSOCIATED WITH SAID UTILITIES TO BE COORDINATED WITH APPROPRIATE UTILITY
COMPANY. DEMOLITION OF UTILITIES WHICH ARE ACTIVE SHALL BE SEQUENCED TO
ALLOW FOR INSTALLATION OF NEW OR REROUTED LINES, PRIOR TO REMOVAL OF
EXISTING PORTION. REFER TO UTILITY PLANS FOR PROPOSED WORK.
21.ALL UNDERGROUND UTILITIES PREVIOUSLY SERVING EXISTING STRUCTURES TO BE
REMOVED AND OR ABANDONED IN PLACE UNLESS INDICATED TO REMAIN.
22.CONTRACTOR SHALL COORDINATE STORM DEMOLITION WITH STORM DRAIN
IMPROVEMENTS TO MAINTAIN POSITIVE DRAINAGE.
23.SHOULD THE CONTRACTOR ENCOUNTER ANY ADDITIONAL ITEMS THAT MAY REQUIRE
DEMOLITION (FENCES, GUARD RAIL, ETC.) - THE CONTRACTOR SHALL CONTACT THE
ENGINEER FOR FURTHER DIRECTION.
24.ALL EXISTING WATER METERS SHALL BE DISMANTLED BY CHARLOTTE WATER.
CONTRACTOR SHALL LOCATE, CUT, AND CAP EXISTING PRIVATE WATER SERVICES
BEHIND THE METER. ABANDONMENT OF WATER METERS AND NEW SERVICES
APPLICATIONS SHALL BE COMPLETED AT THE SAME TIME FOR COORDINATION OF
CAPACITY FEE CREDITS.
25.DEMOLITION WITHIN ADJACENT RIGHT OF WAYS SHALL BE COMPLETED IN
ACCORDANCE WITH THE TRAFFIC CONTROL REQUIREMENTS OF THE W.A.T.C.H.
MANUAL. CONTRACTOR SHALL INSTALL NEW CURB AND GUTTER AND STREET
PAVEMENT IMMEDIATELY FOLLOWING DEMOLITION ACTIVITIES THAT OCCUR IN THE
RIGHT OF WAY PER SITE PLAN.
26.CONTRACTOR SHALL CONTACT CDOT PRIOR TO CONSTRUCTION, TO OBTAIN THE
NECESSARY RIGHT OF WAY PERMITS FOR ANY CONSTRUCTION ACTIVITIES WITHIN
THE PUBLIC RIGHT OF WAY AND COORDINATION OF PEDESTRIAN ROUTING WHEN
SIDEWALK HAS BEEN REMOVED.
GENERAL NOTES:
1.ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OF THE SIDEWALK OR
TRAVEL LANE FOR LESS THAN 30 DAYS REQUIRES A R/W USE PERMIT. TRAFFIC
CONTROL PLANS FOR ANY SIDEWALK OR TRAVEL LANE CLOSURES MUST BE
SUBMITTED AS PART OF THE R/W USE PERMIT REQUEST. TRAFFIC CONTROL PLANS
MUST BE IN ACCORDANCE WITH CDOT'S WORK AREA TRAFFIC CONTROL
HANDBOOK (WATCH) AND MUST BE REVIEWED AND APPROVED. CONTRACTOR
SHALL CONTACT CDOT AT LEAST 5 BUSINESS DAYS IN ADVANCE OF BEGINNING OF
WORK AT [phone].
2.CONSTRUCTION STAGING WITHIN CITY R/W LASTING MORE THAN 30 DAYS
REQUIRES A R/W LEASE AGREEMENT. PLEASE SEE TRAFFIC CONTROL PLAN NOTES
FOR DETAILS. CONTRACTOR SHALL CONTACT CDOT AT [phone].
3.NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE CITY R/W
REQUIRES A R/W ENCROACHMENT AGREEMENT WITH CDOT BEFORE INSTALLATION,
CONTACT CDOT AT [phone].
EX. 2'-6" CURB AND
GUTTER TO BE REMOVED
EX. VERTICAL CURB TO
BE REMAIN IN PHASE 1
EX. 2'-6" CURB AND
GUTTER TO BE
REMAIN IN PHASE 1
EX. 2'-6" CURB AND
GUTTER TO BE
REMAIN IN PHASE 1
EX. 2'-6" CURB AND GUTTER
TO BE REMAIN IN PHASE 1
EX. VERTICAL CURB
TO BE REMOVED.
ALL EX. ASPHALT
ONSITE TO BE
REMOVED (TYP.)
EX. ASPHALT TO
BE REMOVED
EX. CONCRETE
AREA/SIDEWALK TO
BE REMOVED
ALL EX. SIDEWALK TO
BE REMOVED (TYP.)
EX. GRAVEL LOT
TO BE REMOVED
PROPERTY BOUNDARYPROPERTY BOUNDARY
PROPERTY BOUNDARYPROPERTY BOUNDARY
EX. RIGHT-OF-WAY
EX. RIGHT-OF-WAY EX. RIGHT-OF-WAYEX. RIGHT-OF-WAYTEMPORARY SILT FENCE
(CLDS 30.06A)
EX. FIRE HYDRANT "SIDEWALK CLOSED. CROSS HERE"
SIGN. SIDEWALK TO BE CLOSED
DURING CONSTRUCTION.
SEE SHEET C1.08 FOR DETAILS.
"SIDEWALK CLOSED. CROSS HERE"
SIGN. SIDEWALK TO BE CLOSED
DURING CONSTRUCTION.
SEE SHEET C1.08 FOR DETAILS.
"SIDEWALK CLOSED. CROSS HERE"
SIGN. SIDEWALK TO BE CLOSED
DURING CONSTRUCTION.
SEE SHEET C1.01 FOR DETAILS.
"SIDEWALK CLOSED. CROSS HERE"
SIGN. SIDEWALK TO BE CLOSED
DURING CONSTRUCTION.
SEE SHEET C1.08 FOR DETAILS.
NOTES:
·CONTRACTOR IS RESPONSIBLE FOR FIELD
LOCATING ALL EXISTING UTILITIES PRIOR TO
BEGINNING ANY WORK ON THE SITE AND
ENSURING THAT ALL UTILITY RELOCATIONS HAVE
BEEN COORDINATED PRIOR TO REMOVAL. SEE
SHEET C1.01.
·THERE SHALL BE NO REMOVAL OF EXISTING SLAB
DURING DEMOLITION TO PREVENT EXPOSURE OF
EXISTING SOIL THAT MAY CAUSE EROSION.
EX. DRIVEWAY ENTRANCE
TO REMAIN IN USE
EX. 1'-6" CURB AND
GUTTER TO BE REMOVED
EX. 1'-6" CURB AND
GUTTER TO BE
REMOVED (TYP.)
EX. VERTICAL CURB
TO BE REMOVED EX. EOPTEMPORARY SILT FENCE (CLDS
30.06A)
EX. EOP
EX. FENCE AND
UNDERGROUND
CONCRETE FOOTING
TO BE REMOVEDEX. EDGE OF PAVEMENTEX. EOP
"SIDEWALK CLOSED. CROSS HERE"
SIGN. SIDEWALK TO BE CLOSED
DURING CONSTRUCTION.
SEE SHEET C1.08 FOR DETAILS.
EX. EDGE OF PARKING EX. EDGE OF PARKING
EX. 4-STORY
BUILDING TO
REMAIN
EX. 15 PARKING
SPACES TO
REMAIN ACTIVE
EX. 30 PARKING
SPACES TO
REMAIN ACTIVE
PHASE LINE
PHASE LINE
SOUTH TRYON STREET
(VARIABLE WIDTH PUBLIC R/W)
WINNIFRED STREET
WEST CARSON BOULEVARD(VARIABLE WIDTH PUBLIC R/W)(VARIABLE WIDTH PUBLIC R/W)WEST CATHERINE STREET30' PUBLIC RIGHT-OF-WAYMB. 50, PG. 542NCDOT MAINTAINED CDOT MAINTAINEDCDOT MAINTAINED
CDOT MAINTAINEDSPECTRUM
SOUTH TRYON
SPECTRUM
1100 S TRYON ST.
CHARLOTTE, NC 28203
1018203
DEMOLITION PLAN - PHASE 2
N/A
C1.03
12/21/2018 1:37 PM SEAN KAUFMAN N:\_2018\1018203\CAD\CONSTRUCTION DOCUMENTS\8203-PLN_DEMO.DWG
0
1"=
15'30'60'
30'

KEY MAP
SEAL
SHEET NUMBER
SHEET TITLE
LANDDESIGN PROJ.#
SCALE
PROJECT
NORTH
NO.DESCRIPTION DATE
REVISION / ISSUANCE
ORIGINAL SHEET SIZE: 24" X 36"
VERT:
HORZ:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
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12/21/2018LAND DEVELOPMENT1
EX. 4-STORY
BUILDING TO BE
REMOVED
EX. DRIVEWAY ENTRANCE TO BE
REMOVED
EX. FENCE AND
UNDERGROUND
CONCRETE FOOTING
TO BE REMOVED
EX. SIGN TO BE
REMOVED
EX. STAIRS TO
BE REMOVED
EX. STAIRS TO
BE REMOVED
ALL EX. ONSITE
WALLS TO BE
REMOVED (TYP.)
EX. STAIRS TO
BE REMOVED
EX. WALLS TO BE
REMOVED
EX. WALLS TO BE
REMOVED
ASPHALT TO BE REMOVED
CONCRETE/SIDEWALK TO BE
REMOVED
DEMO EX. CURB
LEGEND
BUILDINGS TO BE REMOVED
DEMOLITION NOTES:
1.CONTRACTOR TO SUBMIT DEMOLITION PLAN TO THE CITY OF CHARLOTTE BUILDING
STANDARDS BEFORE DEMOLITION IS TO BEGIN AND IT IS THE RESPONSIBILITY OF
THE CONTRACTOR TO OBTAIN ALL DEMOLITION PERMITS AS REQUIRED.
2.NO DEMOLITION RESULTING IN LAND DISTURBANCE PRIOR TO PRE-CONSTRUCTION
MEETING.
3.DEMOLITION AND REMOVAL OPERATIONS SHALL COMMENCE AFTER ALL EROSION
CONTROL MEASURES ARE IN PLACE AND ARE FUNCTIONAL.
4.EXTENT OF SITE CLEARING IS SHOWN ON EROSION CONTROL PLANS.
5.SITE DEMOLITION WORK INCLUDES, BUT IS NOT LIMITED TO:
A. CONCRETE & ASPHALT SURFACES
B. SITE UTILITIES
C. LANDSCAPING
D. BUILDINGS
6.CONDUCT SITE DEMOLITION OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH
ROADS, STREETS, WALKS, AND OTHER ADJACENT OCCUPIED OR USED FACILITIES.
DO NOT CLOSE OR OBSTRUCT STREETS, WALKS OR OTHER OCCUPIED OR USED
FACILITIES WITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION.
7.DEMOLITION DEBRIS, EXCEPT AS OTHERWISE NOTED, SHALL BECOME THE
PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE. ALL
DEBRIS SHALL BE DISPOSED OF OFF-SITE BY THE CONTRACTOR IN A LEGAL LANDFILL
IN A TIMELY MANNER. NO SALVAGE OR SALE OF DEMOLISHED MATERIALS ON SITE
WILL BE ALLOWED WITHOUT PERMISSION FROM THE OWNER.
8.LOCATE EXISTING ABOVE GROUND AND UNDERGROUND UTILITIES IN AREAS OF
WORK. IF UTILITIES ARE TO REMAIN IN PLACE, PROVIDE ADEQUATE MEANS OF
SUPPORT AND PROTECTION DURING DEMOLITION OPERATION.
9.SHOULD UNCHARTED, OR INCORRECTLY CHARTED PIPING OR OTHER UTILITIES BE
ENCOUNTERED DURING DEMOLITION, CONSULT PROJECT ENGINEER AND UTILITY
OWNER FOR IMMEDIATE ACTION.
10.PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES
FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING,
WASHOUT AND OTHER HAZARDS CREATED BY THE DEMOLITION OPERATION.
11.CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EXISTING CONDITIONS OR
BETTER UNLESS OTHERWISE NOTED OR AS PART OF CONTINUING CONSTRUCTION
ACTIVITY PER SITE DEVELOPMENT PLANS AS PERMITTED.
12.CONTRACTOR TO REMOVE ALL VISIBLE OR REASONABLY IDENTIFIABLE MATERIAL,
EQUIPMENT, ETC. FROM THE SITE IF NOT NEEDED AT CONTRACTORS EXPENSE.
13.THE LOCATION OF ALL UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED
FROM AVAILABLE INFORMATION AND ARE GIVEN FOR THE CONVENIENCE OF THE
CONTRACTOR. THE ENGINEER AND OWNER ASSUME NO RESPONSIBILITY FOR
INACCURACY.CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING ALL
APPROPRIATE PARTIES AND ASSURING THAT UTILITIES ARE LOCATED PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION. CALL NC ONE CALL (PREVIOUSLY ULOCO) AT
1-800-632-4949 FOR UTILITY LOCATING SERVICES 48 HOURS PRIOR TO
COMMENCEMENT OF ANY WORK. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH
OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.
14.ALL DEMOLITION AND CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE
BUILDING CODES AND LOCAL RESTRICTIONS. THE CONTRACTOR MUST COMPLY
WITH ALL OF THE CONTRACTOR REGISTRATION REQUIREMENTS OF ALL GOVERNING
AUTHORITIES.
15.PRIOR TO THE COMMENCEMENT OF DEMOLITION, THE CONTRACTOR SHALL
COORDINATE HIS ACTIVITIES WITH ALL UTILITY COMPANIES SERVING THIS AREA. THE
CONTRACTORS TO COORDINATE FULLY WITH THE UTILITY COMPANIES ON THE
EXACT LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION.
CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING RELOCATION OR
REMOVAL OF EXISTING PRIVATE AND PUBLIC UTILITIES AS REQUIRED. RELOCATION
COORDINATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ASSOCIATED
FEES SHALL BE THE RESPONSIBILITY OF THE OWNER.
16.ALL PAVING REMOVAL AND DEMOLITION SHALL BE PERFORMED AS SHOWN ON THE
PLANS OR AS DIRECTED BY THE ENGINEER OR OWNER.
17.RELOCATION OR REMOVAL OF OVERHEAD OR UNDERGROUND UTILITIES SHALL BE
COORDINATED WITH THE APPROPRIATE UTILITY COMPANY.
18.ALL PROPOSED PAVEMENT CUTS SHALL BE SAW CUT ONLY.
19.CONTRACTOR SHALL PROVIDE A MINIMUM OF 72 HOURS ADVANCE NOTICE TO THE
OWNER PRIOR TO STARTING DEMOLITION ACTIVITIES.
20.CONTRACTOR SHALL VERIFY AND PROTECT ALL PUBLIC UTILITIES. ANY WORK
ASSOCIATED WITH SAID UTILITIES TO BE COORDINATED WITH APPROPRIATE UTILITY
COMPANY. DEMOLITION OF UTILITIES WHICH ARE ACTIVE SHALL BE SEQUENCED TO
ALLOW FOR INSTALLATION OF NEW OR REROUTED LINES, PRIOR TO REMOVAL OF
EXISTING PORTION. REFER TO UTILITY PLANS FOR PROPOSED WORK.
21.ALL UNDERGROUND UTILITIES PREVIOUSLY SERVING EXISTING STRUCTURES TO BE
REMOVED AND OR ABANDONED IN PLACE UNLESS INDICATED TO REMAIN.
22.CONTRACTOR SHALL COORDINATE STORM DEMOLITION WITH STORM DRAIN
IMPROVEMENTS TO MAINTAIN POSITIVE DRAINAGE.
23.SHOULD THE CONTRACTOR ENCOUNTER ANY ADDITIONAL ITEMS THAT MAY REQUIRE
DEMOLITION (FENCES, GUARD RAIL, ETC.) - THE CONTRACTOR SHALL CONTACT THE
ENGINEER FOR FURTHER DIRECTION.
24.ALL EXISTING WATER METERS SHALL BE DISMANTLED BY CHARLOTTE WATER.
CONTRACTOR SHALL LOCATE, CUT, AND CAP EXISTING PRIVATE WATER SERVICES
BEHIND THE METER. ABANDONMENT OF WATER METERS AND NEW SERVICES
APPLICATIONS SHALL BE COMPLETED AT THE SAME TIME FOR COORDINATION OF
CAPACITY FEE CREDITS.
25.DEMOLITION WITHIN ADJACENT RIGHT OF WAYS SHALL BE COMPLETED IN
ACCORDANCE WITH THE TRAFFIC CONTROL REQUIREMENTS OF THE W.A.T.C.H.
MANUAL. CONTRACTOR SHALL INSTALL NEW CURB AND GUTTER AND STREET
PAVEMENT IMMEDIATELY FOLLOWING DEMOLITION ACTIVITIES THAT OCCUR IN THE
RIGHT OF WAY PER SITE PLAN.
26.CONTRACTOR SHALL CONTACT CDOT PRIOR TO CONSTRUCTION, TO OBTAIN THE
NECESSARY RIGHT OF WAY PERMITS FOR ANY CONSTRUCTION ACTIVITIES WITHIN
THE PUBLIC RIGHT OF WAY AND COORDINATION OF PEDESTRIAN ROUTING WHEN
SIDEWALK HAS BEEN REMOVED.
GENERAL NOTES:
1.ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OF THE SIDEWALK OR
TRAVEL LANE FOR LESS THAN 30 DAYS REQUIRES A R/W USE PERMIT. TRAFFIC
CONTROL PLANS FOR ANY SIDEWALK OR TRAVEL LANE CLOSURES MUST BE
SUBMITTED AS PART OF THE R/W USE PERMIT REQUEST. TRAFFIC CONTROL PLANS
MUST BE IN ACCORDANCE WITH CDOT'S WORK AREA TRAFFIC CONTROL
HANDBOOK (WATCH) AND MUST BE REVIEWED AND APPROVED. CONTRACTOR
SHALL CONTACT CDOT AT LEAST 5 BUSINESS DAYS IN ADVANCE OF BEGINNING OF
WORK AT [phone].
2.CONSTRUCTION STAGING WITHIN CITY R/W LASTING MORE THAN 30 DAYS
REQUIRES A R/W LEASE AGREEMENT. PLEASE SEE TRAFFIC CONTROL PLAN NOTES
FOR DETAILS. CONTRACTOR SHALL CONTACT CDOT AT [phone].
3.NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE CITY R/W
REQUIRES A R/W ENCROACHMENT AGREEMENT WITH CDOT BEFORE INSTALLATION,
CONTACT CDOT AT [phone].
EX. 2'-6" CURB AND
GUTTER TO BE REMOVED
EX. VERTICAL CURB
TO BE REMOVED
EX. 2'-6" CURB AND
GUTTER TO BE REMOVED
EX. 2'-6" CURB AND
GUTTER TO BE REMOVED
EX. 2'-6" CURB AND
GUTTER TO BE REMOVED
EX. VERTICAL CURB
TO BE REMOVED.
EX. CONCRETE
AREA/SIDEWALK TO
BE REMOVED
ALL EX. SIDEWALK TO
BE REMOVED (TYP.)PROPERTY BOUNDARYPROPERTY BOUNDARY
PROPERTY BOUNDARYPROPERTY BOUNDARY
EX. RIGHT-OF-WAY
EX. RIGHT-OF-WAY EX. RIGHT-OF-WAYEX. RIGHT-OF-WAYTEMPORARY SILT FENCE
(CLDS 30.06A)
EX. FIRE HYDRANT
EX. OVERHEAD UTILITIES
"SIDEWALK CLOSED. CROSS HERE"
SIGN. SIDEWALK TO BE CLOSED
DURING CONSTRUCTION.
SEE SHEET C1.08 FOR DETAILS.
"SIDEWALK CLOSED. CROSS HERE"
SIGN. SIDEWALK TO BE CLOSED
DURING CONSTRUCTION.
SEE SHEET C1.08 FOR DETAILS.
"SIDEWALK CLOSED. CROSS HERE"
SIGN. SIDEWALK TO BE CLOSED
DURING CONSTRUCTION.
SEE SHEET C1.01 FOR DETAILS.
"SIDEWALK CLOSED. CROSS HERE"
SIGN. SIDEWALK TO BE CLOSED
DURING CONSTRUCTION.
SEE SHEET C1.08 FOR DETAILS.
NOTES:
·CONTRACTOR IS RESPONSIBLE FOR FIELD
LOCATING ALL EXISTING UTILITIES PRIOR TO
BEGINNING ANY WORK ON THE SITE AND
ENSURING THAT ALL UTILITY RELOCATIONS HAVE
BEEN COORDINATED PRIOR TO REMOVAL. SEE
SHEET C1.04.
·THERE SHALL BE NO REMOVAL OF EXISTING SLAB
DURING DEMOLITION TO PREVENT EXPOSURE OF
EXISTING SOIL THAT MAY CAUSE EROSION.
EX. VERTICAL CURB
TO BE REMOVED EX. EOPTEMPORARY SILT FENCE (CLDS
30.06A)
EX. EOPEX. EDGE OF PAVEMENTEX. EOP
"SIDEWALK CLOSED. CROSS HERE"
SIGN. SIDEWALK TO BE CLOSED
DURING CONSTRUCTION.
SEE SHEET C1.08 FOR DETAILS.
ALL EX. ASPHALT
ONSITE TO BE
REMOVED (TYP.)
PHASE LINE
PHASE LINE
FH
1/2" EIR
SS SS SS SS SS SS SS SS SS
SS
SSSSSSSSSSSSSSUGPUGPUGPUGPUGPUGPSOUTH TRYON STREET
(VARIABLE WIDTH PUBLIC R/W)
WINNIFRED STREET
WEST CARSON BOULEVARD(VARIABLE WIDTH PUBLIC R/W)(VARIABLE WIDTH PUBLIC R/W)WEST CATHERINE STREET30' PUBLIC RIGHT-OF-WAYFO
FO FO
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FO FO
FO
FO
FO
FO
FO
FOFOFOFOFOFOFOFOFOFO
FOFOFOFOFOFOFOFOFO FO FO FOFOFOFOFOFOFOFO
FO
FO
FO
FO
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
FO
FO
FO
FO
FO
FO
FO FO
FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO
UGP
UGP
UGP UGPUGPUGP UGP UGP UGPUGPUGPUGPUGP745 74
0
745
749748
748
750 7507507
5
0
750
750
750
750
750 750750745741740
7
4
5
749745750S
T
S
T
ST ST ST ST ST ST ST ST
ST
ST STSTSTSTST
ST
ST
ST
STSTSTSTSTSTSTST
ST STST
STSTSTST ST ST
STST
STW W W W W W W W W W W W W W W W W W W W W W W W W W W W
W W W W
W
W
W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W WWW W W WWWWWFH
WV
WV
WV
WV
WV
WV
WV
WV
WVWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WW
WWSS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSSSSSSMB. 50, PG. 542NCDOT MAINTAINED CDOT MAINTAINEDCDOT MAINTAINED
CDOT MAINTAINEDTD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->745
749
745 744749
749
747745745744
743
745745 74
5
7
4
3
TD->TD->7457417
4
5
747
749
741
741745
741741746748
748749748
749
748
746
744
TD->TD->TD->TD->TD->749
STSTST ST ST ST ST ST ST ST ST ST ST ST
STST ST ST ST ST
ST750
748
746
KEY MAP
SEAL
SHEET NUMBER
SHEET TITLE
LANDDESIGN PROJ.#
SCALE
PROJECT
NORTH
NO.DESCRIPTION DATE
REVISION / ISSUANCE
ORIGINAL SHEET SIZE: 24" X 36"
VERT:
HORZ:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
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12/21/2018LAND DEVELOPMENT1
0
1"=
15'30'60'
30'PROPERTY BOUNDARYPROPERTY BOUNDARYEX. RIGHT-OF-WAY
EX. RIGHT-OF-WAY EX. RIGHT-OF-WAYEX. RIGHT-OF-WAYEX. FIRE HYDRANT
EX. FIRE HYDRANT
EX. 12" WATER EX. 8" TERR
SEWER
EX. STORM,
TYP.
EX. STORM,
TYP.
EX. 54" WATER
EX. FIBER OPTIC
EX. UNDERGROUND POWER
EX. 6" WATER
EX. 12" WATER
EX. 8" PVC SEWER
EX. STORM,
(TYP.)
"SIDEWALK CLOSED. CROSS HERE"
SIGN. SIDEWALK TO BE CLOSED
DURING CONSTRUCTION.
SEE SHEET C1.08 FOR DETAILS.
"SIDEWALK CLOSED. CROSS HERE"
SIGN. SIDEWALK TO BE CLOSED
DURING CONSTRUCTION.
SEE SHEET C1.08 FOR DETAILS.
"SIDEWALK CLOSED. CROSS HERE"
SIGN. SIDEWALK TO BE CLOSED
DURING CONSTRUCTION.
SEE SHEET C1.08 FOR DETAILS.
"SIDEWALK CLOSED. CROSS HERE" SIGN.
SIDEWALK TO BE CLOSED DURING
CONSTRUCTION.
SEE SHEET C1.08 FOR DETAILS.
EX.FIBER OPTIC
"SIDEWALK CLOSED. CROSS HERE"
SIGN. SIDEWALK TO BE CLOSED
DURING CONSTRUCTION.
SEE SHEET C1.08 FOR DETAILS.
EX. EOP
EX. EOP
EX. 8" TERR.
SEWER
EX. EOP
748 BUILDING PAD
ELEVATION
750 BUILDING PAD
ELEVATION
750 BUILDING PAD
ELEVATION
745 BUILDING PAD
ELEVATION
4% SLOPE3:1 SLOPE
3:1 SLOPE
EROSION CONTROL NOTES:
1. ALL STD. NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT STANDARDS
MANUAL (CLDS).
2. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE
ZONING ADMINISTRATOR.
2. ANY GRADING BEYOND THE LIMITS OF CONSTRUCTION SHOWN ON THIS PLAN IS
SUBJECT TO A FINE.
3. GRADING 1 ACRE OR MORE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A
VIOLATION AND SUBJECT TO A FINE.
4. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES
STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY
OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT
IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY.
ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT
STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT
WITHIN 14 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY.
5. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED
BY THE CITY OF CHARLOTTE EROSION CONTROL COORDINATOR.
6. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10'
REQUIRE ADEQUATE TERRACING.
7. ALL EMBANKMENTS MUST BE CONSTRUCTED PER SECTION 4.0.6 EMBANKMENT
REQUIREMENTS IN THE BMP DESIGN MANUAL.
8. ALL ELEVATIONS ARE IN REFERENCE TO THE SURVEYORS BENCHMARK WHICH MUST
BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING.
9. ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE CITY OF
CHARLOTTE EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN STANDARDS.
10. PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULD
BE CONSTRUCTED AT 2:1(HORIZONTAL TO VERTICAL) OR FLATTER.
PERMANENT SLOPES OF 3:1 SHOULD BE CONSTRUCTED WHERE MOWING IS DESIRABLE
AND AS INDICATED. IF FILL MATERIAL IS BROUGHT ONTO THE PROPERTY OR IF WASTE
MATERIAL IS HAULED FROM THE PROPERTY THEN THE CONTRACTOR SHALL DISCLOSE
THE LOCATION OF ANY ON-SITE AND/OR OFF-SITE BARROW LOCATION AND/OR WASTE
BURIAL LOCATION TO THE EROSION CONTROL INSPECTOR.
11. LIMITS OF CLEARING SHOWN ARE BASED ON CUT AND FILL SLOPES OR OTHER
GRADING REQUIREMENTS.
12. CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES AS INDICATED
PRIOR TO GRADING OPERATIONS. NO DEVICE MAY BE REMOVED WITHOUT APPROVAL
OF EROSION CONTROL COORDINATOR.
13. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY WITH EXISTING
CONTOURS.
14. ALL DISTANCES ARE HORIZONTAL GROUND.
DENUDED LIMIT:
5.18 ACRES
NOTES
1.SEE SHEET C1.03 & C1.04 FOR EROSION CONTROL NOTES & DETAIL
2.LANDDESIGN, INC. DOES NOT INTEND FOR THE INCLUDED CONSTRUCTION
SEQUENCING TO DICTATE NOR TAKE RESPONSIBILITY FOR CONSTRUCTION
MEANS, METHODS, TECHNIQUES, PROCEDURES, AND SAFETY PRECAUTIONS
WHICH ARE GOVERNED BY LOCAL, STATE AND FEDERAL GUIDELINES. THE
CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION RELATED
ACTIVITIES ASSOCIATED WITH THIS PROJECT.
3.COMMUNITY ENCROACHMENT LINE MUST BE CLEARLY MARKED PRIOR TO ANY
GRADING AND THE MARKED LINE MUST BE MAINTAINED ON SITE UNTIL GRADING
IS COMPLETED.
CONSTRUCTION SEQUENCE
1.OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE CITY OF
CHARLOTTE ENGINEERING DEPARTMENT FOR EROSION CONTROL PLAN.
2.SET UP AN ON-SITE PRE-CONSTRUCTION MEETING WITH EROSION CONTROL
INSPECTOR OF THE CITY ENGINEERING DEPARTMENT TO DISCUSS EROSION
CONTROL MEASURES. FAILURE TO SCHEDULE MEETING 48 HOURS PRIOR TO
ANY LAND DISTURBING ACTIVITY IS A VIOLATION OF CHAPTER 17 ON THE CITY
CODE AND SUBJECT TO A FINE.
3.PRIOR TO ANY CLEARING OR INSTALLATION OF EROSION CONTROL DEVICES,
CONTRACTOR SHALL STAKE CLEARING LIMITS AND STAKE ALL TREES,
STRUCTURES AND WETLANDS TO REMAIN AND BE PROTECTED. ALL BUFFERS
AND WETLANDS SHALL BE CLEARLY DELINEATED IN THE FIELD TO BE
PROTECTED.
4.INSTALL TEMPORARY CONSTRUCTION ENTRANCES AND PERIMETER
CONSTRUCTION FENCING AND SILT FENCE. TIRE WASH MAY BE REQUIRED IF
CONSTRUCTION ENTRANCE IS NOT SUFFICIENT TO RETAIN SOIL. CONTRACTOR
TO BLOCK ALL POSSIBLE ENTRANCES TO SITE BESIDES APPROVED
CONSTRUCTION ENTRANCE W/ FENCING AND ORANGE BARRELS.
5.INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT TRAPS, COIR LOGS, TREE
PROTECTION, AND ANY OTHER MEASURES AS SHOWN ON PLANS, CLEARING
ONLY AS NECESSARY TO INSTALL THESE DEVICES.
6.CALL FOR ON-SITE INSPECTION BY INSPECTOR. WHEN APPROVED, INSPECTOR
ISSUES THE GRADING PERMIT AND CLEARING AND GRUBBING MAY BEGIN. THE
CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION
CONTROL DEVICES AND STRUCTURES.
7.GENERAL CONTRACTOR SHALL ENSURE THAT EROSION CONTROL MEASURES
ARE IN PLACE AND FUNCTIONING PRIOR TO DEMOLITION, GRUBBING, AND
GRADING OPERATIONS.
8.BEGIN DEMOLITION ACTIVITIES, INSTALLING ADDITIONAL EROSION CONTROL
MEASURES AS INDICATED, AS REQUIRED, AND AS DEEMED NECESSARY BY THE
EROSION CONTROL INSPECTOR.
9.FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH
EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH
PHASE OF EROSION CONTROL MEASURES.
10.ONCE THE SITE HAS BEEN ADEQUATELY DEMOLISHED, CLEARED, AND GRUBBED,
SET UP AN ON-SITE CONSTRUCTION MEETING WITH EROSION
CONTROL INSPECTOR OF THE CITY ENGINEERING DEPARTMENT TO DISCUSS
EROSION CONTROL MEASURES.
11.GRADING FOR THE SITE SHALL COMMENCE.
12.CONSTRUCT RETAINING WALLS AS NECESSARY DURING GRADING AND STORM
DRAINAGE INSTALLATION ACTIVITIES.
13.INSTALL INLET PROTECTION FOR STORM DRAINAGE STRUCTURES AS
NECESSARY AND AS SHOWN ON PLANS.
14.THE CONTRACTOR SHALL ADJUST EROSION CONTROL MEASURES AND STABILIZE
SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.
15.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL
EROSION CONTROL
DEVICES AND STRUCTURES THROUGH OUT THE DURATION OF THE PROJECT.
16.STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING
IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND
ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION
SEQUENCE. ALL SLOPES MUST BE SEEDED AND MULCHED WITHIN DAYS. REFER
TO EROSION CONTROL ORDINANCE FOR ADDITIONAL REQUIREMENTS.
17.COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF
EROSION CONTROL MEASURES.
18.NO DEVICE SHALL BE REMOVED UNTIL SITE IS STABILIZED.
19.ALL EROSION CONTROL DEVICES SHALL BE INSPECTED ONCE PER WEEK AND
EVERY 0.5" OF PRECIPITATION. IF ANY FAILURES ARE FOUND THEY SHOULD BE
REPAIRED AS SOON AS POSSIBLE.
20.ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE
WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL, U.S. DEPT. OF AGRICULTURE, CITY OF CHARLOTTE EROSION CONTROL
ORDINANCE, AND THE CHARLOTTE LAND DEVELOPMENT STANDARDS.
SKIMMER SEDIMENT BASIN #1
DRAINAGE AREA: 1.78 AC
SURFACE AREA REQUIRED : 1,423 SF
SURFACE AREA PROVIDED: 2,218 SF
VOLUME REQUIRED: 2,700 CF
VOLUME PROVIDED: 4,938 CF
BOTTOM ELEV: 741
SURFACE ELEV: 744
SKIMMER INVERT: 742
CLEAN OUT DEPTH: 1'
TOP OF FREEBOARD: 745.5'
SKIMMER SEDIMENT BASIN #2
DRAINAGE AREA: 1.71 AC
SURFACE AREA REQUIRED : 992 SF
SURFACE AREA PROVIDED: 1,961 SF
VOLUME REQUIRED: 2,232 CF
VOLUME PROVIDED: 4,451 CF
BOTTOM ELEV: 741
SURFACE ELEV: 744
SKIMMER INVERT: 742
CLEAN OUT DEPTH: 1'
TOP OF FREEBOARD: 745.5'
START OF 2:1
SLOPE
BAFFLES SPACED 10' MIN.
PER CLDSM DETAIL #30.19
EX. EOP
3:1 SLOPE
DOUBLE ROW OF HIGH
HAZARD SILT FENCE PER
CLDSM DETAIL# 30.06B
RIP-RAP, TYP.
LEGEND:
CONSTRUCTION ENTRANCE
(CLDS 30.11B)
LIMITS OF DISTURBANCE
TEMP. DIVERSION DITCH TD->TD->TD->
INLET PROTECTION (CLDS 30.15)
ROCK CHECK DAM (CLDS 30.10A)
CONSTRUCTION FENCE X X X
SILT FENCE (CLDS 30.06A)
DOUBLE ROW SILT FENCE
TEMP. CONSTRUCTION EASEMENT
TREE PROTECTION (CLDS 40.02)
TEMP. STORM PIPE
TBD
BASIN BAFFLES
DRAINAGE AREA
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
0
3:1 SLOPE
START OF 2:1 SLOPE
BAFFLES SPACED 10' MIN.
PER CLDSM DETAIL #30.19
RIP-RAP, TYP.
TEMPORARY DIVERSION DITCH
PER CLDSM DETAIL #30.06
EX. EOP
6" PIPE
TEMPORARY DIVERSION DITCH
PER CLDSM DETAIL #30.06
DRAINAGE DIVIDE, TYP.
SPECTRUM
SOUTH TRYON
SPECTRUM
1100 S TRYON ST.
CHARLOTTE, NC 28203
1018203
EROSION CONTROL - PHASE
2
N/A
RAK
MRO
MRO
C1.05
12/21/2018 1:38 PM SEAN KAUFMAN N:\_2018\1018203\CAD\CONSTRUCTION DOCUMENTS\8203-PLN_EROSION CONTROL.DWG
1.24 ACRES TO BE
FILTER USING DOUBLE
ROW OF HIGH HAZARD
SILT FENCE ALONG
SOUTH TRYON STREET
APPENDIX C
D.B. 09440 PG. 157PID: 07327101MID-AMERICAPARTNERSHIP, LLCD.B. 26154 PG. 883PID: 07327107MAURICIO WESTDIOCESAN ADMIN. OF THE ROMAN CATHOLIC D/CHLTD.B. 09051 PG. 589PID: 07307211GLOBAL SIGNALAQUISITIONS IV LLCD.B. 23979 PG. 978PID: 07307222CATHERINE LLCD.B. 29674 PG. 472PID: 12303101LP CAMDENSUMMIT PARTNERSHIPD.B. 17726 PG. 101DNWINNIFRED STREET(VARIABLE WIDTH PUBLIC R/W)WEST CA
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WEST CATHERINE STREET(30' WIDTH PUBLIC R/W)SOUTH TRYON STREET(VARIABLE WIDTH PUBLIC R/W)BUILDING WESTPARKING DECKBUILDING EAST747745.98 FG748.48 FG745.98 FG749.50 FG745.83 FG745.56 FG748.43 FG744.68 FG745.98 FG745.98 FG745.98 FG748.00 FG747.17 FG749.71 FG748.60 FG745.98 FG748.98 FG748.98 FG748.98 FG748.98 FG746.69 FG747.25 FG747.63 FG747.20 FG746.50FG748.83 FG748.48 FG748.48 FG748.98 FG749.13FG748.71FG745.56 FG745.81 FG748.38 FG749.98 FG749.98 FGFFE750.00FFE750.00FFE749.00FFE749.00FFE745.83FFE745.25FFE743.50FFE745.58FFE747.00FFE749.00FFE749.00FFE748.50FFE748.50FFE749.00748.48 FG747.98 FG748.00 FG747.89 LP1.5%FFE748.503.2%1.2%1.0%4.0%1.0%FFE745.831.5%1.0%3.2%1.6%1/2" EIR742743744
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745744743742741740739742743744745746747748749749750 749 748 747746745 744 743 742
748738746 746746743746746749.98 FG748.79 FG1.0%748.68 FG748.47FG748.98 FG1.5%1.0%1.0%0.7%748.98 FG748.98 FG748.98 FG748.98 FG748.98 FG1.0%4.1%4.1%2.0%1.5%FFE748.50748.98 FG748.98 FG748.98 FG748.98 FG748.45 FG746.98 FG743.48 FG743.48 FG3.4%9.7%1.7%2.9%1.0%1.0%1.0%
1.0%1.0%748.48 FG747.98 FGRETAILLOADING DOCK/SERVICE AREARETAILRETAILRETAILPARKINGLOBBYBIKEPARKING/STORAGERETAILRETAILRETAILRETAILLOBBYRETAILOFFICELOBBYDROP OFFKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 24" X 36"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658TRYON STSITEI-277MOREHEAD STMIN
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12/21/2018LAND DEVELOPMENT10 1"=15'30'60'30'SPECTRUMSOUTH TRYONSPECTRUM1100 S TRYON ST.CHARLOTTE, NC 282031018203OVERALL GRADING PLANN/ARPAJRPL7.0012/21/2018 1:47 PM SEAN KAUFMAN N:\_2018\1018203\CAD\CONSTRUCTION DOCUMENTS\8203_PLN_GRADING.DWGGRADING NOTES:1. REFER TO LAYOUT PLAN FOR RELATED NOTES.2. ALL CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADE.3. ALL FILL TO BE COMPACTED TO 98% A.A.S.H.O. STANDARD COMPACTION UNLESSOTHERWISE NOTED.4. THE PROPOSED CONTOURS SHOWN IN DRIVES, PARKING LOTS AND SIDEWALKS AREFINISHED ELEVATIONS INCLUDING ASPHALT. REFER TO PAVEMENT CROSS-SECTION DATA TOESTABLISH CORRECT SUB-BASE OR AGGREGATE BASE COURSE ELEVATIONS.5. LIMITS OF CLEARING SHOWN ON EROSION CONTROL PLANS ARE BASED ON CUT AND FILLSLOPES OR OTHER GRADING REQUIREMENTS.6. ANY GRADING BEYOND THE LIMITS OF CONSTRUCTION SHOWN ON THE EROSION CONTROLPLAN IS SUBJECT TO A FINE.7. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING ISNECESSARY TO ACHIEVE EROSION CONTROL ON DENUDED AREAS AND ESPECIALLY WHENTHE CONSTRUCTION SEQUENCE REQUIRES IT. ALL GRADED SLOPES ARE TO BE SEEDED ORLANDSCAPED: WITHIN 7 CALENDAR DAYS FROM THE LAST LAND-DISTRUBING ACTIVITY FORALL PERIMETER DIKES, SWALES, PERIMETER SLOPES, AND ALL SLOPES STEEPER THAN 3HORIZONTAL TO 1 VERTICAL (3:1); AND AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN14 CALENDAR DAYS FROM LAST LAND-DISTURBING ACTIVITY FOR ALL OTHER DISTURBEDAREAS.8. CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES AS INDICATED ON EROSIONCONTROL PLANS. NO EROSION CONTROL DEVICE MEASURE MAY BE REMOVED UNTIL THESITE IS STABILIZED.9. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THEZONING ADMINISTRATOR.10. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10'REQUIRE ADEQUATE TERRACING (CLDSM #30.16).11. THE CITY ENGINEERING DEPARTMENT SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF THECOMMENCEMENT OF CONSTRUCTION ACTIVITY.12. NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAYREQUIRE A RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE CHARLOTTEDEPARTMENT OF TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF TRANSPORTATIONBEFORE INSTALLATION.13. PRIOR TO PLAT RECORDATION, OFFSITE R/W AND/OR CONSTRUCTION EASEMENTS AREREQUIRED TO BE OBTAINED ACCORDING TO THE GUIDELINES OF THE "OFFSITE R/WACQUISITION PROCESS". THESE NEEDED R/W AND CONSTRUCTION LIMITS ARE CLEARLYSHOWN ON THE ROADWAY IMPROVEMENT PLAN.14. THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF TRANSPORTATIONTO IDENTIFY ANY CONFLICTS WITH TRAFFIC SIGNALIZATION EQUIPMENT. 60-90 DAYS WILL BEREQUIRED TO COORDINATE RELOCATION. DEVELOPER SHALL BE RESPONSIBLE FOR ALLRELATED RELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THECONTRACTOR/DEVELOPER.15. IN ORDER TO ENSURE PROPER DRAINAGE, MAINTAIN MINIMUM 0.5% SLOPE ON ALL CURB.16. STORM DRAIN PIPE TO FOLLOW THE APPROVED CITY OF CHARLOTTE STANDARDSAND SPECIFICATIONS. RCP STORM DRAINAGE PIPE INSTALLED WITHIN EXISTING ORPROPOSED PUBLIC RIGHT-OF-WAY MUST BE APPROVED BY THE CITY'S INSPECTOR PRIOR TOANY BACKFILL BEING PLACED. BACKFILL MATERIAL MUST BE APPROVED BY THE CITYINSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL WITHIN THE PUBLIC RIGHT-OF-WAY.THE CITY INSPECTOR MUST BE PRESENT DURING THE BACKFILLING OPERATION AS WELL.A)BACKFILL MATERIAL USED TO INSTALL RCP PIPE WITHIN THE STREET RIGHT-OF-WAYSHALL BE SELECT MATERIAL, CLASS II-IV, AS DEFINED BY SECTION 1016-3 OF THE NCDOTSTANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. UPON SUBMITTAL OF WRITTENCERTIFICATION OF MATERIAL SUITABILITY BY A LICENSED GEOTECHNICAL ENGINEER, NCDOTCLASS I SELECT MATERIAL MAY BE USED. ALL BACKFILL MATERIAL SHALL BE APPROVED BYTHE CITY INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL WITHIN THE STREETRIGHT-OF-WAY.17.GRADING CONTRACTORS SHALL NOTIFY AND COOPERATE WITH ALL UTILITYCOMPANIES OR FIRMS HAVING FACILITIES ON OR ADJACENT TO THE SITE BEFOREDISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR CONNECTING TO SAIDFACILITIES. CONTRACTORS SHALL PAY ALL COSTS IN CONNECTION WITH THE ALTERATIONOF OR RELOCATION OF THE FACILITIES. CONTRACTORS SHALL RAISE OR LOWER TOPS OFEXISTING MANHOLES AS REQUIRED TO MATCH FINISHED GRADES.18.GRADING CONTRACTOR SHALL COOPERATE AND WORK WITH ALL OTHERCONTRACTORS PERFORMING WORK ON THIS PROJECT TO INSURE PROPER AND TIMELYCOMPLETION OF THIS PROJECT.19.THE GRADING CONTRACTOR SHALL USE WHATEVER MEASURES ARE REQUIRED TOPREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENT PROPERTIES.CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL EROSION SEDIMENTAND SILTATION ORDINANCES. CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSIONCONTROL STRUCTURES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND NOTBEFORE ALL AREAS DRAINING INTO THESE STRUCTURES ARE SUFFICIENTLY STABILIZED.20.FOR ANY WORK ON THE STATE OR CITY RIGHT-OF-WAY, THE GRADING CONTRACTORSHALL: A) NOT STORE MATERIAL, EXCESS DIRT OR EQUIPMENT IN THE RIGHT-OF-WAY IN CASEOF MULTILANE HIGHWAYS. THE PAVEMENT SHALL BE KEPT FREE FROM ANY MUD OREXCAVATION WASTE FROM TRUCKS OR OTHER EQUIPMENT. ON COMPLETION OF THE WORKALL EXCESS MATERIAL SHALL BE REMOVED FROM THE RIGHT-OF-WAY; B) PROVIDE ALLNECESSARY AND ADEQUATE SAFETY PRECAUTIONS SUCH AS SIGNS, FLAGS, LIGHTBARRICADES AND FLAGMEN AS REQUIRED BY THE LOCAL AUTHORITIES AND IN ACCORDANCEWITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. THE GRADING CONTRACTORSHALL BE SOLELY RESPONSIBLE FOR AND HOLD HARMLESS THE CITY OF CHARLOTTE, THESTATE OF NORTH CAROLINA, THE ARCHITECT/ENGINEER, AND THE OWNER FROM ANY CLAIMSFOR DAMAGE DONE TO EXISTING PRIVATE PROPERTY, PUBLIC UTILITIES, OR TO THETRAVELING PUBLIC; C) COMPLETE WORK TO THE SATISFACTION OF THE CHARLOTTEMECKLENBURG UTILITIES DEPARTMENT (CMUD) AND OBTAIN A LETTER FROM THEDEPARTMENT STATING THAT THE WORK IS ACCEPTABLE.21.GRADING CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROLDUST. CONTRACTOR SHALL CONTROL DUST BY SPRINKLING, OR BY OTHER METHODS ASDIRECTED BY ENGINEER AND/OR OWNER'S REPRESENTATIVE AT NO ADDITIONAL COST TOOWNER.22.GRADING CONTRACTOR TO COMPLY WITH ALL STATE AND LOCAL SEDIMENT CONTROLAND AIR POLLUTION ORDINANCES OR RULES.23.BEFORE ANY MACHINE WORK IS DONE, CONTRACTOR SHALL STAKE OUT AND MARKTHE ITEMS ESTABLISHED BY THE SITE PLAN. CONTROL POINTS SHALL BE PRESERVED AT ALLTIMES DURING THE COURSE OF THE PROJECT. LACK OF PROPER WORKING POINTS ANDGRADE STAKES MAY REQUIRE CESSATION OF OPERATIONS UNTIL SUCH POINTS AND GRADESHAVE BEEN PLACED TO THE OWNER'S SATISFACTION.24."AS-BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, MUST BESUBMITTED PRIOR TO FINAL INSPECTION TO THE CITY/COUNTY ENGINEERING DEPARTMENTIN ACCORDANCE WITH THE CITY/COUNTY SUBDIVISION ORDINANCE.25.CONTRACTOR SHALL REPAIR OR REPLACE IN-KIND ANY DAMAGE THAT OCCURS ASRESULT OF HIS WORK.26. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENTPROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BEOBTAINED FROM THE AFFECTED PROPERTY OWNERS.27. THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SDE) IS TO PROVIDE STORMWATER CONVEYANCE. BUILDINGS ARE NOT PERMITTED IN THE EASEMENT AREA. ANY OTHEROBJECTS WHICH IMPEDE STORM WATER FLOW OR SYSTEM MAINTENANCE ARE ALSOPROHIBITED.28. PE SEALED SHOP DRAWINGS FOR RETAINING WALL MUST BE SUBMITTED TO CITYENGINEER PRIOR TO CONSTRUCTION.30. CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON CITYSTREETS. ALLOW 7 DAYS PROCESSING FOR PERMIT. FOR INFORMATION CONTACTCHARLOTTE DEPARTMENT OF TRANSPORTATION (704-336-4025)BW 624.00TW 624.50TOP OF WALL, BOTTOM OF WALLSPOT ELEVATIONTOP OF CURB, BOTTOM OF CURBTOP OF STEP, BOTTOM OF STEP628.55TS 619.50TC 624.50BC 624.00BS 618.00GRADING LEGEND:TOP OF RAMP, BOTTOM OF RAMPTR 624.50HIGH POINT (FINISHED GRADE)HP 624.50DRAIN RIM ELEVATION (FINISHED GRADE)RIM 624.50BR 623.00SEE SHEETL7.02SEE SHEET L7.03HARDSCAPE AREA DRAINTRENCH DRAINLANDSCAPE AREA DRAIN4.0%654.79SYMBOLDESCRIPTIONFFEFINISHED FLOOR ELEVATIONPROPOSED MAJOR CONTOURSPROPOSED MINOR CONTOURSPROPOSED SPOT ELEVATIONPROPOSED SLOPEEXISTING MAJOR CONTOURSEXISTING MINOR CONTOURSADA PATHACCESSIBLE PATH (SLOPES <2.0%)
PID: 07307211GLOBAL SIGNALAQUISITIONS IV LLCD.B. 23979 PG. 978PID: 07307222CATHERINE LLCD.B. 29674 PG. 472DNFFE748.50FFE747.00FFE745.58FFE750.001.5%FFE745.83FFE745.25FFE750.00FFE749.00FFE749.00748.98FGFFE748.50FFE748.50743.48 FG745.82 FGFFE749.00745.83 FG748.47 RIM748.98FG748.98FG748.48 FG748.48 FG748.48 FG748.48 FG748.98 FG748.98 FG748.00 FG2.2%748.48 FG748.48 FG748.00 FG747.65 FG748.31 FG748.40 RIM1.7%748.18 FG0.6%1.0%748.98 FG748.98 FG+/- 747.89 LP748.48 FG748.58FG1.0%748.23 FG1.5%FFE748.50748.48 FG747.70 FG1.7%2.3%748.41 TS747.58 BS747.34 FG1.7%745.98 FG745.98 FGWINNIFRED STREET(VARIABLE WIDTH PUBLIC R/W)WEST CATHERINE STREET(30' WIDTH PUBLIC R/W)749.50 FG748.95 FG746.77 FG746.69 RIM748.00 TS745.50 BS748.25 TS745.75 BS1.0%0.4%1.0%748.98 FG748.98FG748.98FG747.98 FG747.98 FG747.81 TW747.63 HPBUILDING WESTPARKING DECKBUILDING EAST746.65 TC746.15 BC746.84TC747.39TC746.33 TC745.83 BC745.43 TC744.93 BC744.58TC745.05TC745.69 TC745.19 BC749.14 TC748.64 BC749.66 TC749.16 BC746.45 TC745.95 BC744.87 FG744.68 FG747.64 FG744.02 FG742.85 TC742.35 BC742.51TC748.38 FG748.68 FG2.0%1.5%748.56 FG748.41 FG749.32 TC748.82 BC746.01 TC745.51 BC748.77 TS746.77 BS747.79 BR748.45 FG748.35 TR5.4%745.20 FG746.11 TC745.61 BC747.81 TW746.26 BW744.84 FG745.261.5%745.90 FG745.81 FG749.40 FG1.5%744.18743.14 FG743.48 FG742.93 FG747749.90 TC749.40 BC1.5%4.1%2.9%746.57 FG746.77FG746.98BR748.03TR7.4%FFE748.50FFE749.00745.00 FG745.71 TC745.21 BC743.94 TC743.44 BC743.37 TC742.87 BC744.28 FG745.96 TC745.46 BC744.81 TC744.31 BC744.96 TC744.46 BC743.18 FG1.5%746.89746.981.5%748.451.5%749.98 FG749.98 FG0.6%749.98 FG749.97 TC749.47 BC749.93FG1.0%749.421.0%749.98 FG749.79 TC749.29 BC748.37 TC748.87 BC748.32 TC747.82 BC748.27 TC747.77 BC749.74 TC749.24 BC1.5%748.98 FG748.25 FG748.26748.54 FG1.5%745.59 TC745.81 FG745.75 FG2.1%743.20 FG5.9%748.98 FG748.42 TC747.92 BC748.41 TC748.69 FG1.6%745.58 FG745.49 FG1.5%748.82 FG2.7%749.52 FG749.50 FG749.61 FG749.59 FG748.37 TC748.65 TC1.8%1.5%
1.1%749.91 FG748.98 FG748.47 RIM748.68 FG748.67748.25 RIM1.0%748.25 RIM748.78748.63748.69748.600.5%748.79FG748.43 FG748.69 FG1.8%1.0%748.61 FG2.4%0.5%748.63 FG748.98 FG1.0%1.0%1.4%1.2%0.9%748.98 FG1.5%1.5%1.0%748.93748.611.0%748.521.0%748.48 FG0.6%748.28 RIM1.8%748.461.0%3.2%1.0%1.5%741.98 FG742.82 FG748.69 FG748.64 FG1.3%1.1%749.98 FG749.82 FG0.5%748.98 FG748.11 LP0.7%1.4%1/2" EIRSTSTSTSTSTSTST ST ST ST ST ST ST ST ST ST ST ST ST STSTST STSTSTFFE745.83FFE743.50743.92 FG745.29 FG5.2%744.56 FG2.2%744.25 FG8.6%744.37 FG3.4%2.0%747 FG747.32 FG2.0%745.02 FG745.14 FG1.8%749.86RIM749.84RIM1.2%1.0%748.66 FG748.95 RIM749.10 FG1.5%1.0%1.6%1.8%748.57 TC748.07 BC748.77 TC748.27 BC748.45 TC747.95 BC1.0%1.5%747.99 TC747.49 BC749.38 TC748.88 BC2.4%742743744
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7487467467437467461.5%748.22 TC747.72 BC745.91 TC745.41 BCALL SLOPES LESS THAN 2%MAX ON ADA PARKING SPACE745.23 BC745.45 FG744.77 BC744.99 FG1.5%1.8%ALL SLOPES LESS THAN 2%MAX ON ADA PARKING SPACE744.40 FG9.7%1.5%745.31 FG745.54 FG745.54 FG745.69 BW747.81 TW4.0%744.82 FG5.8%744.75 FG744.94 FG2.5%1.6%744.61 FG742.70 FG742.10 FG749.98 FG749.95 TC749.45 BC749.10 FG748.92 FG748.71 FG748.85 FG748.57 FG1.0%1.1%749.32 TC748.82 BC749.43 TC748.93 BC748.98 FG1.0%748.98 FG748.73 FG0.6%748.48 FG748.48 FGRETAILLOADING DOCK/SERVICE AREARETAILRETAILRETAILPARKINGLOBBYBIKEPARKING/STORAGERETAILRETAILLOBBYRETAILOFFICELOBBYDROP OFF749.32 FG749.36 FG749.58 FG749.58 FG3.0%749.05 FG749.18 FG749.24 FG1.0%749.82 BC749.32 BC0.5%749.55 TC749.05 BC749.17 FG749.24 FG749.13 FGKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 24" X 36"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658TRYON STSITEI-277MOREHEAD STMIN
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12/21/2018LAND DEVELOPMENT10 1"=10'20'40'20'SPECTRUMSOUTH TRYONSPECTRUM1100 S TRYON ST.CHARLOTTE, NC 282031018203GRADING ENLARGEMENTN/ARPAJRPL7.0212/21/2018 1:47 PM SEAN KAUFMAN N:\_2018\1018203\CAD\CONSTRUCTION DOCUMENTS\8203_PLN_GRADING.DWGBW 624.00TW 624.50TOP OF WALL, BOTTOM OF WALLSPOT ELEVATIONTOP OF CURB, BOTTOM OF CURBTOP OF STEP, BOTTOM OF STEP628.55TS 619.50TC 624.50BC 624.00BS 618.00GRADING LEGEND:TOP OF RAMP, BOTTOM OF RAMPTR 624.50HIGH POINT (FINISHED GRADE)HP 624.50DRAIN RIM ELEVATION (FINISHED GRADE)RIM 624.50BR 623.00HARDSCAPE AREA DRAINTRENCH DRAINLANDSCAPE AREA DRAIN4.0%654.79SYMBOLDESCRIPTIONFFEFINISHED FLOOR ELEVATIONPROPOSED MAJOR CONTOURSPROPOSED MINOR CONTOURSPROPOSED SPOT ELEVATIONPROPOSED SLOPEEXISTING MAJOR CONTOURSEXISTING MINOR CONTOURSADA PATHACCESSIBLE PATH (SLOPES <2.0%)
D.B. 09440 PG. 157DNFFE748.50FFE749.001.5%FFE745.25FFE750.00FFE749.00FFE749.00748.98FGFFE748.50FFE748.50745.82 FGFFE749.00748.47 RIM748.98FG748.98FG748.48 FG748.48 FG748.48 FG748.48 FG748.98 FG748.98 FG748.00 FG2.2%748.48 FG748.48 FG748.00 FG747.65 FG748.31 FG748.40 RIM1.7%748.18 FG0.6%1.0%748.98 FG748.98 FG+/- 747.89 LP748.48 FG748.58FG1.0%748.23 FG1.5%FFE748.50748.48 FG747.70 FG1.7%2.3%748.41 TS747.58 BS747.34 FG1.7%745.98 FG745.98 FGWINNIFRED STREET(VARIABLE WIDTH PUBLIC R/W)WEST CA
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)745.82 FG745.82 BS748.95 FG747.82 TS746.77 FG746.69 RIM748.48 TS746.98 BS745.82 FG748.00 TS745.50 BS748.25 TS745.75 BS745.36 RIM745.55 FG745.55 FG1.8%745.82 FG1.0%748.48 FG748.48 FG748.73 FG0.4%1.5%
1.0%748.98 FG748.98 FG1.8%748.98FG748.98FG747.98 FG747.98 FG747.81 TW745.98 FG1.8%746.33 TC745.85 TC749.50 TC749.02 BC747.63 HP745.82 FG1.2%747.17 FG1.1%746.50 FG1.0%746.59FG2.2%747.17 FG3.2%747.20RIM749.71 FG747.30RIM4.0%1.0%746.48 FG0.5%1.1%748.98 FGBUILDING WESTPARKING DECKBUILDING EAST744.68 FG747.64 FG744.02 FG748.56 FG748.41 FG749.32 TC748.82 BC746.01 TC745.51 BC745.49 TC744.99 TC744.56 TC744.06 TC742.36 TC741.86 BC742.66 TC472.16 BC743.97 TC743.47 BC745.01 TC745.37 BC749.94 TC749.44 BC1.0%749.85 TC749.35 BC749.87 TC749.87 BC748.49 TC747.99 TC748.77 TS746.77 BS747.25FG747.79 BR748.45 FG748.35 TR5.4%748.09 RIM745.20 FG746.02 TC745.52 TC746.27 TC744.65 TC746.11 TC745.61 BC747.81 TW746.26 BW744.84 FG745.261.5%748.02 TC747.52 BC748.54 TC748.04 BC748.22749.08 TC748.58 BC746.96 TC746.46 BC745.90 FG745.81 FG748.88 TC748.38 BC3.5%1.5%4.1%2.9%746.57 FG746.77FG746.98BR748.03TR7.4%FFE748.50FFE749.00745.00 FG744.00 TC743.50 BC745.71 TC745.21 BC744.28 FG749.63 TC749.13 BC749.85 TC749.35 BC744.81 TC744.31 BC744.96 TC744.46 BC1.5%748.37 TC748.87 BC748.32 TC747.82 BC748.27 TC747.77 BC1.5%748.98 FG748.25 FG748.26748.54 FG1.5%748.98 FG748.42 TC747.92 BC748.41 TC748.69 FG1.6%748.82 FG2.7%748.98 FG748.37 TC748.65 TC1.8%1.5%748.98 FG748.47 RIM748.68 FG748.67748.25 RIM1.0%748.25 RIM748.78748.63748.69748.600.5%748.79FG748.43 FG748.69 FG1.8%1.0%748.61 FG2.4%0.5%748.63 FG748.98 FG1.0%1.0%1.4%1.2%0.9%748.98 FG1.5%1.5%1.0%748.93748.611.0%748.521.0%748.48 FG0.6%748.28 RIM1.8%748.461.0%3.2%1.0%748.69 FG748.64 FG1.3%1.1%748.98 FG748.11 LP0.7%WVWV748.66 FG748.95 RIM749.10 FG1.5%1.0%1.6%1.8%748.57 TC748.07 BC748.77 TC748.27 BC748.45 TC747.95 BC749.85 TC749.35 BC749.89 TC749.39 BC749.74 TC749.24 BC743.55 TC743.05 BC749.38 TC748.88 BC748.69 RIM2.4%748.95 FG741.95 FG745
745744743742741740739742743744745746747748749749 7481.5%748.28 TC747.78 BC748.38 TC747.88 BC748.22 TC747.72 BC749.92 TC749.42 BC745.91 TC745.41 BCALL SLOPES LESS THAN 2%MAX ON ADA PARKING SPACE745.23 BC745.45 FG744.77 BC744.99 FG1.5%1.8%ALL SLOPES LESS THAN 2%MAX ON ADA PARKING SPACE744.40 FG1.5%745.31 FG745.54 FG745.54 FG745.69 BW747.81 TW4.0%744.82 FG5.8%744.75 FG744.94 FG2.5%1.6%744.61 FG749.98 FG749.10 FG748.92 FG748.71 FG748.85 FG748.57 FG1.0%744.32 FG741.83 FG742.43 FG742.55 FG742.67 FG743.32 TC742.82 BC743.00 FG743.24FG743.67 BW748.00 TW1.5%5.1%743.69 FG2.6%745.00 BW748.00 TW746.00 BW748.50 TW748.98 FG1.0%748.98 FG748.73 FG0.6%748.48 FG748.48 FGLOADING DOCK/PARKINGLOBBYRETAILRETAILRETAILRETAILLOBBYRETAILOFFICELOBBYDROP OFF750.36 TS748.69 BS748.69 RIM1.5%750.28 FG750.24 FG1.5%1.5%1.5%1.5%748.22 FG748.22 FG749.00 FG748.91 FG749.11 FG748.95 FG0.6%1.0%748.68 FG748.68 FG5.4%
5.9%749.05 FG749.18 FG749.24 FG1.0%749.82 BC749.32 BC0.5%749.55 TC749.05 BC749.17 FG749.24 FG749.13 FGKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 24" X 36"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658TRYON STSITEI-277MOREHEAD STMIN
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CARSON BLVDS
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12/21/2018LAND DEVELOPMENT10 1"=10'20'40'20'SPECTRUMSOUTH TRYONSPECTRUM1100 S TRYON ST.CHARLOTTE, NC 282031018203GRADING ENLARGEMENTN/ARPAJRPL7.0312/21/2018 1:47 PM SEAN KAUFMAN N:\_2018\1018203\CAD\CONSTRUCTION DOCUMENTS\8203_PLN_GRADING.DWGBW 624.00TW 624.50TOP OF WALL, BOTTOM OF WALLSPOT ELEVATIONTOP OF CURB, BOTTOM OF CURBTOP OF STEP, BOTTOM OF STEP628.55TS 619.50TC 624.50BC 624.00BS 618.00GRADING LEGEND:TOP OF RAMP, BOTTOM OF RAMPTR 624.50HIGH POINT (FINISHED GRADE)HP 624.50DRAIN RIM ELEVATION (FINISHED GRADE)RIM 624.50BR 623.00HARDSCAPE AREA DRAINTRENCH DRAINLANDSCAPE AREA DRAIN4.0%654.79SYMBOLDESCRIPTIONFFEFINISHED FLOOR ELEVATIONPROPOSED MAJOR CONTOURSPROPOSED MINOR CONTOURSPROPOSED SPOT ELEVATIONPROPOSED SLOPEEXISTING MAJOR CONTOURSEXISTING MINOR CONTOURSADA PATHACCESSIBLE PATH (SLOPES <2.0%)
APPENDIX D
Job: AGTEK 02-14-19
Units: Ft-CY
Thu Feb 14, 2019 11:44:18 Page 1

Volume Report
Subgrade vs. Stripped

Area Volume Comp/Ratio Compact Export Change
Total Cut Fill OnGrade Cut Fill Cut Fill Cut Fill -Import Per .1 Ft
OFFICE EAST 24,317 24,317 0 0 1,986 0 1.00 1.15 1,986 0 1,986 104 OFFICE WEST 28,223 1,280 24,559 2,384 26 1,021 1.00 1.15 26 1,174 -1,148 120

OFFICE Sub: 52,540 25,597 24,559 2,384 2,012 1,021 2,012 1,174 838 224
PARKING DECK 63,736 63,449 107 180 3,932 1 1.00 1.15 3,932 1 3,931 271

PRIVATE DRIVE 10,901 8,329 1,618 954 598 17 1.00 1.15 598 20 578 46
Regions Total 127,177 97,375 26,284 3,518 6,542 1,039 6,542 1,195 5,347 541

Unspecified 113,985 58,616 44,440 10,929 2,460 1,030 1.00 1.15 2,460 1,184 1,276 485

Job Total 241,162 155,991 70,724 14,447 9,002 2,069 9,002 2,379 6,623 1,026

Plane Slope
Stripping Qtys Area Area Depth Volume
STRIPPINGS 241,162 241,162 0.500 4,466

Plane Slope
Sectional Qtys Area Area Depth Volume
OFFICE EAST 24,317 24,317 1.000 901
OFFICE WEST 28,223 28,223 1.000 1,045

OFFICE Sub: 52,540 52,540 1,946

PARKING DECK 63,736 63,975 1.000 2,369

PRIVATE DRIVE 10,901 10,947 0.833 338
Sectional Total 127,177 127,462 4,653
SPECTRUM SOUTH TRYON FEB 14, 2019
0 62.9 125.8
7.50
7.00
6.50
6.00
5.50
5.00
4.50
4.00
3.50
3.00
2.50
2.00
1.50
1.00
0.50
± .100
0.50
1.00
1.50
2.00
2.50
3.00
3.50
4.00
4.50
5.00
5.50
6.00
6.50
7.00
7.50
APPENDIX E
ID Task NameDuration StartFinish99Construction OT #1 436 daysMon 5/6/19Thu 1/28/21100Mobilization5 daysMon 5/6/19Fri 5/10/19101Site375 daysMon 5/13/19Wed 11/4/20102Site Demolition15 daysMon 5/13/19Mon 6/3/19103Erosion Control Meeting1 dayMon 5/13/19Mon 5/13/19104Erosion Control 10 daysTue 5/14/19Tue 5/28/19105Utility Relocation15 daysMon 5/20/19Mon 6/10/19106Establish Office Tower Pad10 daysTue 6/11/19Mon 6/24/19107Establish Complete Parking Garage Pad15 daysTue 6/25/19Tue 7/16/19108Hardscapes40 daysWed 8/19/20Wed 10/14/20109Landscaping20 daysThu 10/8/20Wed 11/4/20110Office Tower401 daysTue 6/25/19Thu 1/28/21111Structure165 daysTue 6/25/19Fri 2/21/20112Deep Foundations30 daysTue 6/25/19Tue 8/6/19113Concrete Foundations20 daysWed 7/24/19Tue 8/20/19114Steel Erection100 daysWed 8/21/19Thu 1/16/20115Slab on Metal Decks55 daysThu 11/7/19Thu 1/30/20116Slab on Grade20 daysMon 12/2/19Thu 1/2/20117Spray on Fireproofing55 daysMon 12/2/19Fri 2/21/20OctNovDecJanFebMarAprMayJunJulAugSepOctNovDecJanFebMarAprMayJunJulAugSepOctNovDecJanFebMarAprMayQtr 4Qtr 1Qtr 2Qtr 3Qtr 4Qtr 1Qtr 2Qtr 3Qtr 4Qtr 1Qtr 2Spectrum Tryon South End(2) 11 Story OT and PG ScheduleMon 4/1/19 Page 1118Vertical Transportation190 daysFri 1/31/20Wed 10/28/20119Buckhoist Install5 daysFri 1/31/20Thu 2/6/20120Temporary Elevator60 daysMon 4/27/20Tue 7/21/20121Buckhoist Removal5 daysWed 7/22/20Tue 7/28/20122Elevator Installation80 daysWed 7/8/20Wed 10/28/20123Skin150 daysFri 1/17/20Tue 8/18/20124Exterior Framing and Sheathing30 daysFri 1/17/20Fri 2/28/20125Precast Erection30 daysFri 1/24/20Fri 3/6/20126Curtainwall & Storefront140 daysFri 1/31/20Tue 8/18/20127Exterior Brick60 daysMon 3/2/20Fri 5/22/20128Roofing (Temp)10 daysMon 4/13/20Fri 4/24/20129Permanent Roof30 daysTue 5/26/20Tue 7/7/20130Curtainwall & Storefront Fill in at Buckhoist15 daysWed 7/29/20Tue 8/18/20131Interiors190 daysFri 1/10/20Wed 10/7/20132Elevator Shaft Framing & Hanging40 daysFri 1/10/20Fri 3/6/20133MEP Rough85 daysMon 3/30/20Tue 7/28/20134Drywall Hanging85 daysMon 4/27/20Tue 8/25/20135Drywall Finishing85 daysMon 5/11/20Wed 9/9/20136Tenant Upfit Commencement (Rodgers)1 dayMon 5/11/20Mon 5/11/20137Tenant Upfit Commencement (Non-Base Building GC)1 dayWed 7/22/20Wed 7/22/20138Painting70 daysTue 6/30/20Wed 10/7/20139Millwork (restrooms, lobby)70 daysTue 6/30/20Wed 10/7/20140Closeout86 daysThu 9/24/20Thu 1/28/21141Punch60 daysThu 9/24/20Fri 12/18/20142Inspections & Commissioning30 daysThu 10/29/20Fri 12/11/20143Shell Certificate of Completion1 dayMon 12/14/20Mon 12/14/20144Phased Tenant Upfit Occupancy30 daysTue 12/15/20Thu 1/28/215/117/2212/14145Parking Garage375 daysWed 7/17/19Wed 1/13/21146Parking Garage375 daysWed 7/17/19Wed 1/13/21147Foundations55 daysWed 7/17/19Wed 10/2/19148Below Grade MEP Rough-In30 daysThu 9/19/19Wed 10/30/19149Slab on Grade20 daysThu 10/17/19Wed 11/13/19150CIP Structure150 daysThu 10/31/19Mon 6/8/20
ID Task NameDuration StartFinish151Retail 112 daysMon 3/16/20Thu 8/20/20152Retail Framing and Rough-In40 daysMon 3/16/20Fri 5/8/20153Retail Dry in1 dayMon 5/11/20Mon 5/11/20154Retail HTF30 daysTue 5/12/20Tue 6/23/20155Retail Finishes40 daysWed 6/24/20Wed 8/19/20156Available for Retail Upfits to Commence1 dayThu 8/20/20Thu 8/20/20157Exterior Skin120 daysMon 4/13/20Wed 9/30/20158PG MEP FP Rough-in60 daysMon 5/11/20Tue 8/4/20159Hotel Structure Commences1 dayTue 6/9/20Tue 6/9/20160Barrier Cable System30 daysTue 6/9/20Tue 7/21/20161Lobby Framing and Rough-In40 daysTue 6/23/20Tue 8/18/20162Elevator Installation90 daysWed 7/8/20Wed 11/11/20163Lobby Finishes60 daysWed 8/19/20Wed 11/11/20164Punch 40 daysThu 11/12/20Wed 1/13/21165Inspections & Commissioning20 daysThu 11/12/20Fri 12/11/20166Substantial Completion1 dayMon 12/14/20Mon 12/14/20167Construction OT #2426 daysWed 7/31/19Fri 4/9/21168Site396 daysWed 7/31/19Fri 2/26/21169**Existing Building Vacated**1 dayWed 7/31/19Wed 7/31/19170Building Demolition20 daysThu 8/1/19Wed 8/28/19171Utility Relocation15 daysThu 8/15/19Thu 9/5/19172Erosion Control 5 daysThu 8/29/19Thu 9/5/19173Establish Office Tower Pad25 daysFri 9/6/19Thu 10/10/19174Hardscapes40 daysTue 12/8/20Thu 2/4/21175Landscaping20 daysFri 1/29/21Fri 2/26/21176Office Tower375 daysFri 10/11/19Fri 4/9/218/2012/14OctNovDecJanFebMarAprMayJunJulAugSepOctNovDecJanFebMarAprMayJunJulAugSepOctNovDecJanFebMarAprMayQtr 4Qtr 1Qtr 2Qtr 3Qtr 4Qtr 1Qtr 2Qtr 3Qtr 4Qtr 1Qtr 2Spectrum Tryon South End(2) 11 Story OT and PG ScheduleMon 4/1/19 Page 2177Structure165 daysFri 10/11/19Tue 6/9/20178Deep Foundations30 daysFri 10/11/19Thu 11/21/19179Concrete Foundations20 daysFri 11/8/19Mon 12/9/19180Steel Erection100 daysTue 12/10/19Mon 5/4/20181Slab on Metal Decks55 daysTue 3/3/20Mon 5/18/20182Slab on Grade20 daysTue 3/24/20Mon 4/20/20183Spray on Fireproofing55 daysTue 3/24/20Tue 6/9/20184Vertical Transportation190 daysTue 5/19/20Fri 2/19/21185Buckhoist Install5 daysTue 5/19/20Tue 5/26/20186Temporary Elevator60 daysThu 8/13/20Thu 11/5/20187Buckhoist Removal5 daysFri 11/6/20Thu 11/12/20188Elevator Installation80 daysFri 10/23/20Fri 2/19/21189Skin150 daysTue 5/5/20Mon 12/7/20190Exterior Framing and Sheathing30 daysTue 5/5/20Tue 6/16/20191Precast Erection30 daysTue 5/12/20Tue 6/23/20192Curtainwall & Storefront140 daysTue 5/19/20Mon 12/7/20193Exterior Brick60 daysWed 6/17/20Thu 9/10/20194Roofing (Temp)10 daysThu 7/30/20Wed 8/12/20195Permanent Roof30 daysFri 9/11/20Thu 10/22/20196Curtainwall & Storefront Fill in at Buckhoist15 daysFri 11/13/20Mon 12/7/20197Interiors190 daysTue 4/28/20Thu 1/28/21198Elevator Shaft Framing & Hanging40 daysTue 4/28/20Tue 6/23/20199MEP Rough85 daysThu 7/16/20Thu 11/12/20200Drywall Hanging85 daysThu 8/13/20Mon 12/14/20201Drywall Finishing85 daysThu 8/27/20Wed 12/30/20202Tenant Upfit Commencement (Rodgers)1 dayThu 8/27/20Thu 8/27/20203Tenant Upfit Commencement (Non-Base Building GC)1 dayFri 11/13/20Fri 11/13/20204Painting70 daysFri 10/16/20Thu 1/28/21205Millwork (restrooms, lobby)70 daysFri 10/16/20Thu 1/28/21206Closeout60 daysFri 1/15/21Fri 4/9/21207Punch60 daysFri 1/15/21Fri 4/9/21208Inspections & Commissioning30 daysMon 2/22/21Fri 4/2/21209Shell Certificate of Completion1 dayMon 4/5/21Mon 4/5/218/2711/134/5