22007_Final Grade Soil Assessment Work Plan_ South Tryon Commercial 20200330

Via Email

March 30, 2020

NCDEQ – Division of Waste Management
Brownfields Program
1646 Mail Service Center
Raleigh, NC 27699-1646

Attn: Ms. Joselyn Harriger, PG

Re: Final Grade Soil Assessment Work Plan
South Tryon Commercial
340 W. Tremont Avenue
Charlotte, North Carolina
Brownfields Project No. 22007-18-060
H&H Project No. RMR-006

Dear Ms. Harriger:

On behalf of RRPV South Tryon Charlotte, LP, enclosed please find a copy of the Final Grade
Soil Assessment Work Plan prepared for the South Tryon Commercial Brownfields property
(Brownfields Project No. 22007-18-060) located in Charlotte, Mecklenburg County.

Should you have any questions or need additional information, please do not hesitate to contact
me at [phone].

Sincerely,

Hart & Hickman, PC
Ralph McGee, PG
Project Manager

Enclosure

cc: Mr. Ashley Saulpaugh, Ram Real Estate Advisors (Via Email)

i
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Final Grade Soil Assessment Work Plan
South Tryon Commercial
Charlotte, North Carolina
Brownfields Project No. 22007-18-060
H&H Job No. RMR-006

Table of Contents

1.0 Introduction ............................................................................................................................ 1
2.0 Background Information....................................................................................................... 2
2.1 Site History ........................................................................................................................... 2
2.2 Summary of Previous Environmental Assessment Activities .............................................. 2
3.0 Final Grade Soil Assessment Activities ................................................................................ 6
3.1 Final Grade Soil Sampling ................................................................................................... 6
3.2 Quality Assurance / Quality Control .................................................................................... 7
3.3 Investigation Derived Waste ................................................................................................ 8
4.0 Reporting ................................................................................................................................ 9

List of Attachments

Table 1 Final Grade Soil Sample Summary

Figure 1 Site Location Map
Figure 2 Proposed Final Grade Soil Sample Location Map

Appendix A Site Plan

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Final Grade Soil Assessment Work Plan
South Tryon Commercial
Charlotte, North Carolina
Brownfields Project No. 22007-18-060
H&H Job No. RMR-006

1.0 Introduction

On behalf of RRPV South Tryon Charlotte, LP (Prospective Developer or PD), Hart & Hickman,
PC (H&H) has prepared this Final Grade Soil Assessment Work Plan (Work Plan) for the South
Tryon Commercial Brownfields property (Brownfields Project No. 22007-18-060) located
northeast of the intersection of S. Tryon Street and W. Tremont Avenue at 340 W. Tremont Avenue
in Charlotte, Mecklenburg County, North Carolina (Site). The Site consists of one approximately
2.4-acre parcel of land located in a mixed commercial and residential area of South End Charlotte.
The Site is currently being redeveloped with two commercial buildings and associated access
roads, parking areas, and open spaces. A Site location map is included as Figure 1, and a Site Plan
prepared by Bohler Engineering NC, PLLC depicting the redevelopment is included as
Appendix A.

A Brownfields Agreement between the North Carolina Department of Environmental Quality
(DEQ) and the PD was recorded on April 26, 2019. Land Use Restriction (LUR) Paragraph 15.c.
generally states that physical redevelopment of the Site will be completed in accordance with a
DEQ-approved Environmental Management Plan (EMP). The EMP for the redevelopment dated
March 26, 2019 received DEQ-approval on March 27, 2019.

Requirements of the EMP include the collection of final grade soil samples upon completion of
soil disturbance activities (i.e., following completion of utility installations and final grading). In
accordance with the DEQ-approved EMP, H&H will collect final grade soil samples from areas at
the Site that are not covered by building foundations, sidewalks, driveways, parking areas, or other
impervious materials. A brief summary of background information is presented in Section 2.0,
the final grade soil assessment scope of work is described in Section 3.0, and a description of the
report documenting the assessment activities is provided in Section 4.0.
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2.0 Background Information

2.1 Site History

The Site remained undeveloped until the late 1930s when the central portion of the Site along S.
Tryon Street was developed with a farm machinery service company that was later used as an
electrical supply warehouse. An addition was constructed on the northern side of the electrical
supply warehouse building in the late 1970s. The electrical supply warehouse operated until the
1990s when the building was occupied by Grinnell Fire Sprinkler Systems. The facility was then
vacant until 2005 when it leased to a dog daycare center.

A restaurant operated in the southern portion of the Site, south of the electrical supply warehouse
building, between 1948 and the mid-1960s. The restaurant building was demolished in the early
1980s. A warehouse building constructed in the southern portion of the Site near W. Tremont
Avenue was occupied by a motor freight company beginning in the 1940s and, later by a welding
supply company in the 1960s. By 1980, the original 1940s warehouse building in the southern
portion of the Site was demolished and B&B Contracting Co., Inc. constructed a warehouse
building for use as a drywall contracting business until the late 2000s. The northern portion of the
Site remained undeveloped until the late 1960s when it was developed with a Terminix pest control
facility. Terminix operations continued in the northern and northeastern portions of the Site until
the late 2000s. The Site buildings were razed in 2011 and the Site remained vacant until the recent
construction of the new commercial office campus.

2.2 Summary of Previous Environmental Assessment Activities

According to information provided in a Phase I Environmental Site Assessment (ESA) completed
by H&H and dated May 31, 2019, results of previous assessment activities conducted east of the
former Terminix facility identified the following potential environmental concerns associated with
the historical Site operations and nearby off-Site operations:

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 The former Virginia Carolina Chemical Company facility is located at the adjacent property to
the south across W. Tremont Avenue and topographically cross-gradient to upgradient of the
Site. The Virginia Chemical Company formerly operated as a phosphate fertilizer plant from
at least the 1890s until the 1960s. Results of assessment activities conducted on the former
Virginia Carolina Chemical Company property have identified the presence of lead, arsenic,
tetrachloroethene (PCE), and trichloroethene (TCE) in groundwater at concentrations above
the DEQ 2L Groundwater Standards (2L Standards).

The former Parks Cramer facility (a.k.a. Atherton Mill Property) is located approximately
1,100 ft east-southeast and topographically upgradient of the Site. Parks Cramer manufactured
textile-related equipment. Soil and groundwater impacts consisting of chlorinated solvent and
petroleum-related compounds associated with former Parks Cramer operations are well
documented. Groundwater impacts extend downgradient of the Parks Cramer property and
have been identified within approximately 400 ft of the Site. Plume migration modeling
prepared by the consultant for Parks Cramer indicated that the plume is expected to travel
toward the Site.

In July 2007, H&H conducted soil and groundwater sampling activities at the Site on behalf
of a previous prospective purchaser. Results of groundwater assessment activities identified
low levels of PCE and TCE at concentrations above 2L Standards in monitoring wells installed
in western and southwestern portions of the Site. Groundwater impacts identified at the Site
that are attributable to historical nearby off-Site operations was identified as an environmental
concern in connection with the Site.

 The northern portion of the Site and portions of the property located on the eastern adjacent
West Tremont Brownfields property were previously occupied by Terminix and B&B
Contracting Company. Results of previous assessment activities conducted at the Site and
West Tremont Brownfields property in the mid and late 2000s identified pesticide compounds
at concentrations exceeding DEQ screening criteria in soil and groundwater samples.
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Excavation activities to remediate elevated levels of pesticides in soils were conducted on the
east adjacent property in the early 2010s. Approximately 8,500 tons of non-hazardous
pesticide-impacted soil and approximately 560 tons of hazardous pesticide-impacted soil were
removed and transported for disposal at a permitted facility. Post-excavation confirmation soil
sample results indicate that no pesticide compounds were detected at concentrations exceeding
the DEQ Inactive Hazardous Sites Branch (IHSB) Preliminary Soil Remediation Goals
(PSRGs). The potential for pesticide remaining impacts to persist in groundwater was
identified as a potential environmental concern for the Site.

To address environmental concerns, the PD elected to enter the Site into the DEQ Brownfields
Program and received a letter of eligibility on February 18, 2018. H&H subsequently completed
Brownfields soil and soil gas assessment activities at the Site in May 2018 to further evaluate the
potential for impact and to assist in management of Site media during the planned commercial
redevelopment. The May 2018 assessment activities are documented in a Brownfields Assessment
Report prepared by H&H and dated July 9, 2018. As noted above, the Brownfields Agreement
between DEQ and the PD was recorded on April 26, 2019.

May 2018 Brownfields soil sample laboratory analytical results did not identify organic
compounds at concentrations above the DEQ IHSB Industrial/Commercial PSRGs. In addition,
metals concentrations were detected in the soil samples at concentrations consistent with naturally
occurring levels in the Site area. Based on soil assessment results, cumulative risk calculations
using the DEQ Risk Calculator indicated that compound concentrations detected in soil samples
collected at the Site would not pose unacceptable carcinogenic or noncarcinogenic risks to
construction workers or future non-residential workers.

Brownfields soil gas samples were collected within the footprints of the proposed commercial
buildings in May 2018 to evaluate the potential for structural vapor intrusion. Soil gas sample
laboratory analytical results did not identify compounds at concentrations above the DEQ Division
of Waste Management (DWM) Non-Residential Vapor Intrusion Sub-slab and Exterior Soil Gas
Screening Levels (SGSLs). Results of cumulative risk calculations indicated that there is not a
significant vapor intrusion risk at unacceptable levels into either commercial building.
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Based on the results of the 2007 groundwater assessment activities and May 2018 soil gas
assessment activities, DEQ Brownfields requested supplemental vapor intrusion assessment
activities within the footprints of the proposed commercial buildings to further evaluate the
potential for structural vapor intrusion and confirm that there are no vadose zone soil impacts at
the Site that would contribute to potential vapor intrusion upon completion of proposed
redevelopment activities. H&H completed vertical soil gas profile assessment activities at the Site
in April 2019. The supplemental soil gas assessment activities are documented in a Vertical Soil
Gas Profile Assessment Report prepared by H&H and dated May 15, 2019.

Results of the vertical soil gas profile assessment activities confirmed that no compounds were
detected at concentrations above the DEQ DWM Vapor Intrusion Non-Residential SGSLs in
shallow or deeper soil gas samples collected at the Site. In addition, compound concentrations in
shallow soil gas samples were lower than compound concentrations in deeper soil gas samples
indicating that there was no significant soil source that would contribute to potential vapor
intrusion. Consistent with previous soil gas assessment results, results of the vertical soil gas
profile assessment activities and hypothetical worst-case scenario risk calculations confirmed there
is no significant risk for structural vapor intrusion into the proposed commercial buildings.

Grading activities have been completed and construction of the new commercial buildings is
nearing completion. Contractors are currently installing asphalt-paved access drives and parking
areas, concrete sidewalks and handicap access ramps, and tightly spaced pavers in select open
areas. H&H recently completed a Site visit to observe areas that will not be covered with
impervious material upon completion of the redevelopment activities. Based on discussions with
the general contractor and observations of Site conditions, non-paved surfaces are limited to
landscape islands within parking areas and landscape beds surrounding the commercial buildings.
H&H will complete final grade soil assessment activities at the Site to evaluate the potential for
impacts in landscape area shallow soil. A description of the sampling activities is provided in the
following sections.
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3.0 Final Grade Soil Assessment Activities

3.1 Final Grade Soil Sampling

Final grade soil sampling activities will be completed at the Site to evaluate the potential for
impacts in landscape area shallow soil that may pose unacceptable exposure risks to future non-
residential occupants. The soil sampling activities will be performed in general accordance with
the DEQ IHSB Guidelines for Assessment and Cleanup (Guidelines) dated October 2015, and the
most recent versions of the U.S. Environmental Protection Agency (EPA) Region IV Science and
Ecosystem Support Division (SESD) Field Branches Quality System and Technical Procedures
guidance.

Based on review of the Site Plan (Appendix A), conversations with the general contractor, and
observations at the Site, landscaped areas at the Site have been divided into two final grade
evaluation areas. Final grade evaluation area FG-1 consists of landscaped islands and landscape
beds located in the northern half of the Site, and final grade evaluation area FG-2 consists of
landscaped islands and landscape beds located in the southern portion of the Site. Ten shallow
soil borings will be advanced in each final grade evaluation area for collection of aliquot soil
samples. The final grade evaluation areas and aliquot soil boring locations are shown in Figure 2.

Each soil boring shown in Figure 2 will be advanced from the surface to approximately two ft
below the ground surface (ft bgs) using a decontaminated stainless steel hand auger. Continuous
soil samples will be collected from the center of the hand auger buck at each boring. Soil samples
will be described for lithologic purposes, observed for obvious evidence of staining and unusual
odors, and field screened for the presence of volatile organic vapors using a calibrated
photoionization detector (PID).

The soil samples selected for laboratory analysis will be placed in dedicated laboratory supplied
sample containers, labeled with the sample identification, date, time, requested analysis, and
placed in a laboratory supplied cooler with ice. The sample cooler will be submitted to a North
Carolina certified laboratory under standard chain of custody protocols for the analyses outlined
below.
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Based on results of field screening, a grab soil sample from the aliquot exhibiting the highest
likelihood for impact will be collected from each of the two final grade evaluation areas and will
be submitted for laboratory analysis of volatile organic compounds (VOCs) by EPA Method 8260.
If field screening results do not identify the obvious presence of impacts in an aliquot soil sample,
the final grade evaluation area grab samples will be collected from the 1 to 2 ft bgs sample interval
from a randomly selected aliquot soil boring in each evaluation area.

Aliquot soil samples will be collected from each soil boring advanced in a final grade evaluation
area and homogenized to form a composite soil sample representative of shallow soil in that
evaluation area. Composite soil samples will be submitted for laboratory analysis of semi-VOCs
(SVOCs) by EPA Method 8270, Resource Conservation and Recovery Act (RCRA) metals plus
hexavalent chromium by EPA Methods 6020/7471/7199, and pesticides by EPA Method 8081. A
final grade soil sample summary is provided as Table 1.

Following sampling activities, the soil borings will be properly abandoned and the surfaces will
be repaired similar to pre-drilling conditions. Additionally, the soil sample locations will be
estimated using a hand-held global positioning system (GPS) unit.

3.2 Quality Assurance / Quality Control

Non-dedicated equipment and tools will be decontaminated prior to use at each boring location.
For quality assurance and quality control purposes (QA/QC), one trip blank will be submitted for
analysis of VOCs by EPA Method 8260 for each soil sample shipment. To evaluate the
reproducibility of the sample results, H&H will collect one duplicate soil sample that will be
submitted for the same analyses as the parent soil sample.

Laboratory QA/QC procedures will be employed to ensure appropriate sample handling and
analysis and to aid in the review and validation of the analytical data. QA/QC procedures will be
conducted in accordance with the method protocols and will include regular equipment
maintenance, equipment calibrations, and adherence to specific sample custody and data
management procedures. Samples will be analyzed in conjunction with appropriate blanks,
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laboratory duplicates, continuing calibration standards, surrogate standards, and matrix spiking
standards in accordance with approved methodologies to monitor both instrument and analyst
performance. H&H will request that laboratory method detection limits for each analyte be at or
below appropriate screening criteria, where possible. Additionally, H&H will request that the
laboratory include estimated concentrations for compounds that are detected at levels above the
laboratory method detection limit, but below the laboratory reporting limit (J flags).

The laboratory analytical data report and QA package for the final grade soil samples submitted to
and analyzed by the subcontracted laboratory will be provided in an appendix to the final report.
Laboratory QA data consistent with Level II documentation will be requested for this project. A
copy of the completed chain-of-custody record and shipping receipt will be appended to the
corresponding laboratory analytical report included with the final report.

3.3 Investigation Derived Waste

Investigation derived waste (IDW) generated during the assessment activities will be thin spread
on-Site. However, if significant impacts are suspected (i.e., elevated PID readings, free-product,
etc.) the soil cuttings will be containerized in 55-gallon drums and staged on-Site pending
analytical results of a composite IDW sample. Based on laboratory analytical results of IDW
samples, the drums will be transported off-Site to a suitable facility for disposal. IDW generated
during the proposed assessment activities will be managed in accordance with DEQ IHSB
Guidelines.

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4.0 Reporting

Following completion of the assessment activities and receipt of the analytical data, H&H will
document our findings in a Final Grade Soil Assessment Report. The report will include a
description of the sampling activities, a figure depicting sample locations, soil boring logs, a
discussion of the data in comparison to regulatory screening levels, laboratory analytical data
reports, and conclusions and recommendations concerning our activities.
.
Table 1 Final Grade Soil Sample Summary South Tryon Commercial Charlotte, North Carolina Brownfields Project No. 22007-18-060 H&H Job No. RMR-006 S:\AAA-Master Projects\Ram Realty - RMR\RMR-006 Tryon & Tremont Brownfields Assistance\Final Grade Soil Sampling\Table 1 - Sample Summary.docx Sample Objective Sample ID Aliquot Soil Borings Sample Depth (ft bgs) VOCs (8260) SVOCS (8270) RCRA Metals (6020/7471) Chromium VI (7199) Pesticides (8081) Shallow Soil Exposure Risk Evaluation FG-1 10 0-2 X (Grab) X X X X FG-2 10 0-2 X (Grab) X X X X Notes: U.S. Environmental Protection Agency analytical method is shown in parentheses. VOCs = Volatile Organic Compounds; SVOCs = Semi-VOCs; RCRA = Resource Conservation and Recovery Act ft bgs – feet below the ground surface
TITLE
PROJECT
SITE LOCATION MAP
SOUTH TRYON COMMERICAL
CHARLOTTE, NORTH CAROLINA
DATE:
JOB NO:
REVISION NO:
FIGURE:
3-20-20 0
1RMR-006
SITE
0 2000 4000
APPROXIMATE
SCALE IN FEET
N
U.S.G.S. QUADRANGLE MAP
QUADRANGLE
7.5 MINUTE SERIES (TOPOGRAPHIC)
CHARLOTTE EAST, NORTH CAROLINA, 1991
REVISION NO. 0
JOB NO. RMR-006
DATE: 3-5-20
FIGURE NO. 2
SOUTH TRYON COMMERCIAL
CHARLOTTE, NORTH CAROLINA
PROPOSED FINAL GRADE
SOIL SAMPLE LOCATION MAP
2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
License # C-1269 / #C-245 Geology
S. TR
Y
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W. T
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A
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T
NOTE:
1. AERIAL IMAGERY OBTAINED FROM MECKLENBURG COUNTY
GIS (2017).
BUILDING C
BUILDING A/B
LEGEND
BROWNFIELDS PROPERTY BOUNDARY
FINAL GRADE EVALUATION AREA
FINAL GRADE EVALUATION AREA
SAMPLE IDENTIFICATION
BUILDING FOOTPRINT
HARDSCAPED SURFACE
LANDSCAPED SURFACE
ALIQUOT SOIL BORING LOCATION
FG-1
FG-2
FG-1
\\HHFS01\Redirectedfolders\Sperry\My Documents\ArcGIS\PROJECTS\RMR-006\Final_Grade_Soil_Sampling.dwg, FINAL.SOIL, 3/6/2020 3:48:14 PM, sperry

Appendix A
Site Plan
WE
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T
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EM
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T

A
V
E
N
U
E
SOUTH T
R
Y
O
N

S
T
R
E
E
T
LODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D
LOD
L
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LO
D
LOD
LODLODLODF IR E L A N E - NO PAR KING
PROP. PATIO
± 1,000 SF
T
T10
5
7
24
8
4
5
7
PROP. OUTDOOR
AMENITY AREA
± 1,800 SF
PROP. 16' SETBACK FROM EX. B.O.C.LOADI
N
G Z
ONE
6'R7'R
3'R7'R2'R 4.5'R4.5'R4.5'R2'R
1'R
4.5'R4.5'R
4.5'R4.5'R
4.
5
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5.
9
'
R
12'R 3
.
8
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4.
5
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9
8
9
3 3'RPROP. 16' SETBACK FROM EX. B.O.C.
P
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.

1
6
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2
0
0
7
-
1
2
4 16'PROP. 16' SETBACK FROM EX. B.
O
.
C
.
17
'24'17'24'9'
8'
9'
17
'9'17'8'8'
9'6.3'10'10
'25'9'9'
9'
1
6
'
8.
5
'8.5'8.5'8.5' PROP. PLANTING STRIP8.3'10'9'3.5'9'
7.
7
'
5'
5.
4
'9.8'18.5'18.5'24
'17'8'
8'8'8'5'
8'
WIDT
H V
ARI
ES 8' PROP. SW5.3'6'OHOHOHOHOHOHOHOHOHOHT
17'1.
5
'
BUILDING A/B
17,375 SF GROSS
(1 STORY)
FFE1= 731.63
BUILDING C
14,605 SF GROSS /FLOOR
(3 STORY)
FFE = 730.4
FFE2 = 734.30
PROP. PATIO
± 1,000 SF
PROP. PARKING
STRIPING
PROP. PARKING
STRIPING (TYP)
PROP. PARKING
STRIPING (TYP)PROP. 45°
PAVEMENT
MARKINGS (TYP.)
LIMITS OF NEW CURB
LIMITS OF NEW CURB
PROP. 30" C&G
CONTRACTOR TO SAWCUT
EDGE OF EX. PAVEMENT
FOR SMOOTH TRANSITION
LIMITS OF
NEW CURB
LIMITS OF NEW CURB
LIMITS OF NEW CURB
LIMITS OF NEW CURB
PROP. BOLLARD
MOUNTED ACCESSIBLE
PARKING SIGN (TYP.)
PROP. STOP SIGN &
STOP BAR (TYP.)
PROP. BOLLARD
MOUNTED ACCESSIBLE
PARKING SIGN (TYP.)
PROP. BOLLARD
MOUNTED ACCESSIBLE
PARKING SIGN (TYP.)
PROP. INVERTED
U BIKE RACK (2).
REFER TO DETAIL
PROP. CURB TO MATCH EX. AT
DRIVEWAY LOCATION (TYP.)
PROP. INVERTED
U BIKE RACK (2).
REFER TO DETAIL
LIMITS OF
NEW CURB
PROP. SAWCUT
LINE (TYP.)
PROP. SAWCUT LINE (TYP.)
PROP. SAWCUT
LINE (TYP.)
PROP. SAWCUT
LINE (TYP.)
PROP.
RETAINING WALL
W/ SAFETY RAIL
PROP. 9' CURB
TRANSITION TO FLUSH
PROP. 9' CURB
TRANSITION TO FLUSH
PROP. INVERTED
U BIKE RACK (2).
REFER TO DETAIL
PROP. STEPS
PROP. ADA
RAMP (TYP.)
PROP. FIRST FLOOR
COVERED PATIO.
REF. ARCH.
PROP. FUTURE BACK
OF CURB LINE PER
REZONING PLAN
PROP. 8' SW
EASEMENT
PROP. INVERTED
U BIKE RACK (2).
REFER TO DETAIL
REFER TO NCDOT
TRAFFIC CONTROL
PLANS FOR WORK
IN NCDOT ROW
PROP CURB RAMP
PER CLDSM 10.40A
(TYP.)
PROP. BUILDING MOUNTED
FDC TO CONNECT
INTERNALLY TO RISER ROOM
PROP. BUILDING
MOUNTED FDC TO
CONNECT INTERNALLY
TO RISER ROOM
REF. HARDSCAPE
SHEETS FOR
PLAZA DETAILS
PROP. ADA RAMP
REF. DETAIL
PROP. HANDRAIL AT
STAIRS (TYP.)
REF. ARCH. FOR DETAIL
PROP. ADA RAMP
REF. DETAIL
PROP.
RETAINING WALL
W/ SAFETY RAIL
PROP. 3'X2' RIVER
STONE PAD
ENCROACHMENT
AGREEMENT IS NEEDED
PRIOR TO INSTALLATION
OF HARDSCAPE FEATURES
8.8'10.1'6'50' X 50' SIGHT
DISTANCE TRIANGLE
50' X 50' SIGHT
DISTANCE TRIANGLE
10'X10' CITY OF
CHARLOTTE
PEDESTRIAN
SIGHT TRIANGLE
10'X10' CITY OF
CHARLOTTE
PEDESTRIAN
SIGHT TRIANGLE
OBJ
SSSSLODLODLODLODLODLODLODLODLODLODLODPROP. 3 CY
RECYCLE (X6)
PROP. MARATHON
RJ-250SC 34 CY
TRASH COMPACTOR
PROP. 8 CY
RECYCLE
3'
PROP.
MASONRY WALL
(BY OTHERS)
PROP. POWER
ASSSEMBLY2.5'1'PROP.
MASONRY WALL
(BY OTHERS)
TRANSITION TO
FLUSH CURB
TRANSITION TO
FLUSH CURB
PROP. HD CONC.
PROP. HD
CONC.3'
4" STEEL BOLLARDS
PAINTED YELLOW (X5)
4" STEEL BOLLARDS
PAINTED YELLOW (X3)
2'2'
2'
7
3
0
726
727
728729
G 731.05
TC 726.15
G 725.5+/-
MATCH EX.
G 727.09
G 730.53
G 726.5+/-
MATCH EX.
BW 727.07
BW 726.64
BW 726.85
BW 726.64
BW 725.95BW 725.91
BW 726.54
BW 726.58
G 727.02
G 727.02
726
G 730.44
G 730.07
G 729.98
G 725.75
G 725.67
G 726.25
TC 727.00
TC 725.57+/-
MATCH EX.
REVISIONS
REV DATE COMMENT BY
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FOR
PROJECT No.:
DRAWN BY:
CHECKED BY:
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H:\2017\NCC172144\DRAWINGS\PLAN SETS\CONSTRUCTION DOCUMENTS\NCC172144SS0.DWG PRINTED BY: DRENCKENS 7.15.19 @ 2:09 PM LAST SAVED BY: DRENCKENS
NCC172144
DR/RB
DR
04/01/2019
CONSTRUCTION
DOCUMENTS
335 TREMONT
MIXED USE
BUILDING A/B: 340 W TREMONT AVE.
BUILDING C: 330 W TREMONT AVE.
PID: 121-033-02
1 06/21/2019 DRREVISION 2: CYCLE 2
2 07/15/2019 DRDUMPSTER
RECONFIGURATION
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
TM
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
Fax: [phone]
[e-mail]
NCBELS P-1132TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATIONFROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES©NEW ENGLANDUPSTATE NEW YORKNEW YORK, NYPHILADELPHIA, PALEHIGH VALLEY, PABALTIMORE, MDREHOBOTH BEACH, DE WASHINGTON, DCNORTHERN VIRGINIARALEIGH, NCCENTRAL VIRGINIASOUTHERN MARYLANDNORTHERN NEW JERSEYSOUTHEASTERN, PACHARLOTTE, NCBOSTON, MASOUTHERN NEW JERSEYNEW YORK METROTAMPA, FLSOUTH FLORIDADALLAS, TXATLANTA, GAPITTSBURGH, PATMSUSTAINABLE DESIGNLANDSCAPE ARCHITECTURESITE CIVIL AND CONSULTING ENGINEERINGLAND SURVEYING PROGRAM MANAGEMENTPERMITTING SERVICES TRANSPORTATION SERVICES2017 BOHLER ENGINEERINGSEAL
ENGI NE E RPROFESSIO
N
ALNO R T H CAROLI
NA048031
DANI
E
L
J .R E N C K ENS07/15/2019
1"=20'
0 2051020
5. ZONING ORDINANCE PROVISIONS
REQUIRED PROPOSED
A.)SETBACKS/BUFFERS/STRIP:BUILDING BUFFER BUILDING BUFFER
FRONT (TRYON) -16 FT FROM BOC N/A 16 FT N/A
SIDE (W TREMONT) - 16 FT (SEE N/A 16 FT N/A
APPROVED
REZONING DOCUMENTS)
REQUIRED/ALLOWED PROPOSED
B.) MAXIMUM BUILDING HEIGHT:
40 FT W/ INCREASED 1' PER 10' SETBACK
C.) PARKING REQUIRED: 70 SPACES15,000 GROSS SF OF EATING, DRINKING, AND +30 SPACES SHARED BETWEEN
ENTERTAINMENT ESTABLISHMENT ADJACENT MULTIFAMILY (EXTRA SPACES AVAILABLE)
1 SPACE / 150 S.F. * 15,000 SF = 100 SPACES TOTAL: 100 SPACES
29,210 GROSS SF OF OFFICE SPACE 0 SPACES
MAX 1 SPACE / 300 SF, MINIMUM = 0
ADJACENT SITE PARKING INFORMATION:
164 UNITS 268 SPACES
MINIMUM = 0, MAXIMUM = 1.6/UNIT = 263 SURFACE PARK = 80 SPACES, GARAGE = 188 SPACES
D.) BIKE PARKING REQUIRED:
LONG TERM: 1/10,000 SF, MIN OF 2 4 SPACES (LOCATED IN THREE30FIVE PARKING DECK)
31250/10,000 = 4 SPACESSHORT TERM: 5% OF AUTO PARKING 12 SPACES (LOCATED IN THREE30FIVE PARKING DECK)
209 SPACES X 5% = 11 SPACES
HANDICAP PARKING REQUIRED:HANDICAP - 76-100 SPACES 4 TOTAL SPACES 5 SPACES
VAN ACCESSIBLE 1 SPACE 2 SPACES
STANDARD DIMENSION 8.5 FT x 18.5 FT 24 SPACESSTANDARD DIMENSION 9.0 FT x 17.0 FT 40 SPACES
ACCESSIBLE DIMENSION 8.0 FT x 17.0 FT 6 SPACES
SHARED PARKING VARIES 30 SPACES
E.) OPEN SPACE: :
PUBLIC OPEN SPACE= 1SF/100 GFA OR 104,238 GFA / 100 SF = 1043 SF
1SF/200 SF LOT AREA, WHICHEVER IS GREATER 3,076 SF PROVIDED
6. FLOOR AREA (F.A.R.) REQUIREMENT BUILDING A:8,168 S.F.0.50 MINIMUM BUILDING B: 8,514 S.F.
BUILDING C:43,698 S.F.
TOTAL SITE AREA: 104,238 S.F
TOTAL F.A.R.:±0.58
GENERAL NOTES
1. DEVELOPER/APPLICANT:
RAM REALTY ADVISORS
CONTACT: ASHLEY SAULPAUGHEMAIL: [e-mail]
PHONE:[phone]
2.THIS PLAN IS BASED UPON THE FOLLOWING:
THE JOHN R. MCADAMS COMPANY, INC.
"2001 SOUTH TRYON"
PROJECT #: SURS-16203
DATED: 04/15/2016
3.EX. SITE INFORMATION
OWNER: 2001 SOUTH TRYON LLC
ADDRESS: 2035 SOUTH TRYON STREET
CHARLOTTE, NC 28203
PARCEL NUMBER: 121103302 AND 12103301
D.B. 27409 P.N. 714
GROSS AREA: ±2.39 ACRES
ZONING: TOD-M
4. EXISTING USE:
VACANT
PROPOSED USE:
MIXED USE
PERMITTED LAND USE:
YES
1" = 20'
SS0
C-302
SITE PLAN
1. 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].
2. 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 THAT 30 DAYS. CONTRACTOR SHALL
CONTACT CDOT AT [phone] AS SOON AS POSSIBLE
FOR IMPACTS GREATER THEN 30 DAYS. EVERY EFFORT
SHALL BE MADE TO CONSTRUCT IMPROVEMENTS WITH
MINIMAL IMPACT TO DRIVERS AND PEDESTRIANS.
CITY OF CHARLOTTE NOTES:
SEE INSET A
INSET A1"=10'
0 105