09042_Scott Aviation_AWP_2016_02_19 (2)

February 19, 2016

Mr. Stuart Rixman Scott Figgie LLC
34407 DuPont Boulevard, Suite 6 Frankford, DE 19945
RE: Revised Addendum to the 2014 Environmental Site Assessment Work Plan, Rev 01
City of Monroe Brownfields Property Redevelopment 309 & 310 West Crowell Street
Monroe, North Carolina
Dear Mr. Rixman: AECOM Technical Services, Inc. (AECOM) has prepared this Revised Addendum to the 2014 Environmental Site Assessment (ESA) Work Plan, Rev 01 on behalf of Scott Figgie LLC in support
of Brownfields Development activities planned for the Former Scott Aviation Facility (the “Property”) located in Monroe, North Carolina. Execution of this Work Plan Addendum will generate data to
supplement the existing Property data. Once these supplemental data have been collected, the
entire data set will be evaluated. An updated Conceptual Site Model (CSM) will be developed, and if data gaps exist, they will be identified and recommendations for additional data collection will be included in an ESA Report Addendum.
The Property (Figure 1) includes two areas divided by Crowell Street: Parcel I (Building I and south area) and Parcel II (Building II and north area). The Property is slated for redevelopment by the City
of Monroe. Building I and Building II have been razed but the building foundations remain intact. This Work Plan Addendum has been revised based on North Carolina Department of Environmental
Quality (NCDEQ; formerly North Carolina Department of Environment and Natural Resources
[NCDENR]) comments on the Work Plan (NCDEQ, November 6, 2015 [Attachment 1] and associated responses [Attachment 2]). This Work Plan Addendum presents proposed follow-on
investigation, sampling, and analytical laboratory test methods that will be utilized to collect supplemental data at the Property. In addition to these investigation activities, voluntary actions will be taken at this site to collect additional data. These voluntary actions are described in the Addendum to the 2014 Environmental
Site Assessment Work Plan - Voluntary Actions (Responsible Party-Driven) (AECOM, February 19,
2016). PROJECT GOALS AND OBJECTIVES

The objective of this project is to acquire the necessary data to address NCDEQ concerns provided in the letter regarding NCDENR Response to Phase II Groundwater Investigation Report (NCDEQ, September 3, 2015; Attachment 1). The Addendum to the 2014 Environmental Site Assessment
Work Plan was submitted on November 6, 2015; the Revised Addendum to the 2014 Environmental Site Assessment Work Plan was updated based on responses to NCDEQ comments (Attachment
2) and submitted to NCDEQ on January 13, 2016. The Revised Addendum to the 2014
Environmental Site Assessment Work Plan included both activities planned in response to NCDEQ
comments and voluntary activities. This Revised Addendum to the 2014 Environmental Site Assessment Work Plan, Rev 01 includes only NCDEQ-driven investigation activities. Voluntary
Action (Responsible Party Driven) investigation activities are included in a separate Work Plan submitted to NCDEQ under a separate cover (e.g., Addendum to the 2014 Environmental Site
AECOM
10 Patewood Drive
Bldg. VI, Suite 500
Greenville, South Carolina 29615
www.aecom.com
864 234 3000 tel
864 234 3069 fax
Mr. Stuart Rixman
February 19, 2016
Page 2
Assessment Work Plan Voluntary Actions (Responsible Party-Driven) [AECOM, February 19,
2016]).
The following activities are proposed in this Revised Addendum to the 2014 Environmental Site Assessment Work Plan, Rev 01 to address NCDEQ concerns:
1. Parcel I
a. Soil samples will be collected from three soil borings (SB35 through SB37) to
further define the extent of chlorinated volatile organic compounds (CVOCs) in the vicinity of SB03a.
b. One overburden groundwater monitoring well (MW-15) will be installed to confirm the presence/absence of CVOCs in overburden groundwater at the eastern end of
Parcel I.
c. Assuming an access agreement can be obtained from the City of Monroe, three off-site soil vapor points (SV03 through SV05) will be installed along the eastern edge of North Charlotte Avenue on City of Monroe-owned property (a parking lot) that
lies to the east of Parcel I to assess the presence/absence of CVOCs in soil vapor east of Parcel I.
d. Assuming written access agreements can be obtained from individual property
owners, three off-site soil vapor points (SV06 through SV08) will be installed on residential properties located south of the southwestern corner of Parcel I along Jefferson Street and one off-site soil vapor point (SV09) will be installed on a
commercial property west of the southwestern corner of Parcel I along Crawford Avenue to assess the presence/absence of CVOCs in soil vapor southwest of
Parcel I.
2. Parcel II
a. Three overburden groundwater monitoring wells (MW-12 through MW-14) will be
installed in the northwestern area of Parcel II to assess the presence/absence of overburden groundwater in those locations, to further define the extent of CVOCs in
groundwater potentially cross-gradient and down-gradient from MW-1 and MW-6, and to verify that offsite migration is not occurring along the northwestern boundary of Parcel II.
b. Five surface water samples (SW-1 through SW-5) will be collected (if surface water
is present) from the drainage ditch located in the northern and northwestern portion of Parcel II to assess the presence/absence of CVOCs in surface water.
FOCUSED RECEPTOR SURVEY AND SITE RECONNAISSANCE RESULTS
AECOM conducted a Property site visit and a windshield survey of nearby properties on January 25, 2016 to acquire information to update the Brownfields Area Reconnaissance and Receptor
Survey for the Property. The Updated Brownfields Area Reconnaissance and Receptor Survey is provided as Appendix A to this Work Plan Addendum.

During the field visit, a thorough review of the drainage ditch that runs across the northern part of Parcel II was conducted (including photo documentation and observation of water flow direction at
various points along the ditch and up to Bearskin Creek). A Stormwater Map (Figure A-1) and associated Photo Log are provided as Attachment A to the Updated Brownfields Area Reconnaissance and Receptor Survey (Appendix A to this Work Plan Addendum). It was verified
Mr. Stuart Rixman
February 19, 2016
Page 3
during the Property visit that the drainage ditch that runs across the northern part of Parcel II is fed
by a large culvert outfall located on the eastern property boundary along N. Charlotte Avenue (see photo 1 on Figure A-1, Stormwater Map) and by an offsite drainage ditch located west of Parcel II
(see Photo 4 on Figure A-1, Stormwater Map). Water in the drainage ditch converges at the stone culvert near the northwest corner of Parcel II (Photo 3 on Figure A-1, Stormwater Map), and then
flows north underneath the railroad tracks and out the other side of the stone culvert (Figure 5 on Figure A-1, Stormwater Map) into a feeder branch of the Bearskin Creek that connects to the
Bearskin Creek (Figure 6 on Figure A-1, Stormwater Map) approximately 613’ north of the Parcel II property line. As shown on Map 1, Stormwater Drains & Piping Map (included in the Updated
Brownfields Area Reconnaissance and Receptor Survey [Appendix A to this Work Plan Addendum]), the large culvert outfall located on the eastern property boundary along N. Charlotte
Avenue is fed by numerous stormwater drains along N. Charlotte Avenue and a stormwater drain on Smith Street.

GoMap 4.0, Union County’s online GIS database, was accessed to obtain records on property owners, contact information, and addresses for properties located within the city block immediately bordering Parcel I and Parcel II in all directions. Real estate records accessible via the GIS system
were used to assess building construction specifications (i.e., total living area, basement area, etc.). The information gathered on these nearby properties is provided in Table 1 of the Updated
Brownfields Area Reconnaissance and Receptor Survey (Appendix A to this Work Plan Addendum).
The Water Resources department at the City of Monroe was contacted to verify windshield observations regarding municipal water hookups to the properties surrounding the Site. The information gathered on these nearby properties is provided in Table 2 of the Updated Brownfields
Area Reconnaissance and Receptor Survey (Appendix A to this Work Plan Addendum).
WORK PLAN ADDENDUM
AECOM will use this Revised Addendum to the 2014 Environmental Site Assessment Work Plan, Rev 01 as a guide for conducting the additional ESA activities. All field tasks will be performed in
accordance with AECOM Standard Operating Procedures (SOPs) and applicable state and federal
guidance including, but not limited to, U.S. Environmental Protection Agency (EPA) SOPs for groundwater sampling (EPA, March 2013) and packaging, marking, labeling, and shipping of
environmental samples (EPA, April 2011). The Health and Safety Plan (HASP) that was developed for this site for the 2014 ESA field activities will be updated as needed to include appropriate Task Hazard Analyses (THAs) associated with the work described herein. The HASP is an internal document to be utilized by AECOM field staff and AECOM subcontractors; however, a copy of the
HASP can be provided upon request. Work on this project will be performed under the direction of a Professional Geologist licensed in the State of North Carolina.
Data generated during this investigation will be evaluated, and if data gaps are present, follow-on investigation activities will be recommended in an ESA Report Addendum. Note: It is possible that
an additional phase(s) of investigation will be necessary after completion of this Work Plan
Addendum. MOBILIZATION AND SITE PREPARATION

Mobilization, utility locating, site preparation, and surveying activities will be conducted in accordance with the 2014 ESA Work Plan (AECOM, January 10, 2014).
2016 ESA FIELD INVESTIGATION OVERVIEW
Soil, groundwater, surface water, and soil vapor samples will be collected as part of this
investigation. Proposed sample locations are provided in Figure 2 for Parcel I and in Figure 3 for
Mr. Stuart Rixman
February 19, 2016
Page 4
Parcel II. Sample collection procedures and methodologies are provided below for the media to be
sampled:
• Soil Sampling: Geoprobe® utilizing Direct Push Technology (DPT) will be used to acquire environmental samples and to install groundwater monitoring wells and soil vapor points.
The rig and drilling crew will work under the direction of AECOM professional staff. One discrete soil sample will be collected from up to three depth intervals at each proposed soil
boring: shallow (0-2 feet [ft]) below ground surface [bgs]), intermediate (2-10 ft bgs), and deep (i.e., at the top of competent rock; greater than 10 ft bgs). If the overburden soils are
less than 5 ft thick, only two soil sample intervals (shallow and intermediate) will be collected. Drilling, field classification, lithologic characterization, screening for volatile
vapors, equipment decontamination, and investigation derived waste (IDW) management will be conducted in accordance with the 2014 ESA Work Plan (AECOM, January 10,
2014).
• Monitoring Well Installation and Groundwater Sampling: Monitoring well installation,
development, and sampling will be conducted in accordance with the 2014 ESA Work Plan (AECOM, January 10, 2014). Based on the results of the 2014 ESA field effort and the
nature of the perched water table in the overburden soils, if a minimum of one foot of water has not accumulated in a borehole slated for conversion into a monitoring well within 24
hours, the borehole will be considered “dry” and will be properly abandoned.

• Surface Water Sampling: Surface water samples will be obtained by slowly submerging sample containers into the up-stream direction of the water in accordance with EPA and
AECOM standard SOPs. To avoid potential influences from surface water run-off, surface water samples will not be collected within 72 hours of a significant rain event (i.e., more than 0.5 inches within a 24 hour period).

• Soil Vapor Sampling: Active soil vapor samples will be collected from approximately 5-6 ft bgs over a 24 hour period using Summa canisters. Soil vapor wells will be constructed and
soil vapor samples will be collected in general accordance with the Division of Waste Management Vapor Intrusion Guidance (North Carolina Department of Environment and
Natural Resources, April 2014). A helium leak test will be performed at each soil vapor sample location prior to sample collection. An enclosure will be placed over the top of the
soil vapor point, above ground tubing, and tubing connections and then filled with helium gas. A vacuum will be applied to the tubing, thereby drawing soil vapor air as well as air
potentially entering the tubing from loose connections or breaks. After the well has been purged, samples of the effluent air will be tested using a helium detector, and readings that
exceed 10% helium will require troubleshooting. Helium leak test activities described above will be conducted in general accordance with Collecting and Interpreting Soil Gas Samples
from the Vadose Zone (American Petroleum Institute, 2005).
2016 ESA ANALYTICAL OVERVIEW
Samples for soil, groundwater/surface water, and soil vapor media will be analyzed for contaminants of potential concern (COPCs) (the following CVOCs: 1,1,1-trichloroethane [TCA], 1,1-
dichloroethene [DCE], 1,2-dichloroethane [DCA], tetrachloroethylene [PCE], trichloroethylene [TCE], cis-1,2-DCE, and vinyl chloride [VC]) identified in the 2014 ESA Report (AECOM, May 28,
2014). Soil, groundwater, and surface water samples will be analyzed by EPA SW-846 Method 8260B and soil vapor samples will be analyzed using EPA Method TO-15. Tables 1 through 3
summarize the sampling and analysis programs for soil, groundwater/surface water, and soil vapor investigations, respectively.

Mr. Stuart Rixman
February 19, 2016
Page 5
Pace Analytical® Services located in Huntersville, North Carolina will provide analytical testing
services for the air, water, and soil samples collected during this project.
NCDEQ INVESTIGATION ACTIVITIES – Parcel I
Investigation activities described below were designed to address NCDEQ concerns at Parcel I.
Soil Sampling near SB03a
Soil samples will be collected from three boreholes (SB35 through SB37) in the vicinity of SB03a to address NCDEQ’s request to further define the extent of CVOCs in soil in this area. As reported in
the 2014 ESA Report (AECOM, May 28, 2014), PCE was detected at a significantly elevated concentration from 6-8 ft bgs at SB03a. Three soil boreholes (SB35 through SB37) are proposed to
the northeast, north, and west of SB03a, respectively. Groundwater and Off-site Soil Vapor Sampling in the Eastern Area
One overburden monitoring well (MW-15) will be installed to confirm the presence/absence of CVOCs in groundwater at the eastern end of Parcel I. Proposed monitoring well MW-15 is located
near the northeastern corner of Parcel I, approximately 50 ft north-northeast of MW-05. As reported in the 2014 ESA Report (AECOM, May 28, 2014), groundwater was not present at MW-5, and
saprolite/weathered rock groundwater at Parcel I appears to be present within localized perched zones and not hydraulically connected. If shallow overburden groundwater is encountered in the
borehole for MW-15, a monitoring well will be installed in overburden residual soils; otherwise, the borehole will be properly abandoned and proposed monitoring well MW-15 will not be installed.
Off-site soil vapor samples will be collected to the east of Parcel I along the eastern edge of North Charlotte Avenue to assess the presence/absence of CVOCs in soil vapor east of Parcel I. Three soil vapor points (SV03 through SV05) will be installed.
Off-site Soil Vapor Sampling in the Southwestern Area
Off-site soil vapor samples will be collected west and south (upslope) from the southwestern corner of Parcel I, near the intersection of Jefferson Street and Crawford Avenue, to assess the presence/absence of CVOCs in soil vapor southwest of Parcel I. Soil vapor points SV06, SV07, and SV08 will be installed south of Jefferson Street on residential properties. Soil vapor point SV09 will
be installed at the northwest corner from the intersection of Jefferson Street and Crawford Avenue on a commercial property. This sampling is contingent upon obtaining signed, written access
agreements from the residential and commercial property owners. NCDEQ INVESTIGATION ACTIVITIES – Parcel II

Investigation activities described below were designed to address NCDEQ concerns at Parcel II. Groundwater Sampling in the Northwest Area

Groundwater samples will be collected from three new overburden monitoring wells (MW-12 through MW-14) to be installed in the northwestern portion of Parcel II, to assess the presence/absence of overburden groundwater. The new overburden monitoring wells are intended
to further define the extent of CVOCs in groundwater potentially cross-gradient (northwest) and down-gradient (north) from MW-1 and MW-6, and to verify that offsite migration is not occurring
along the northwestern boundary of Parcel II. Monitoring wells will be installed to the top of competent bedrock. Monitoring well MW-12 is proposed in the wooded, low-lying area south of the
Mr. Stuart Rixman
February 19, 2016
Page 6
drainage ditch and to the west of monitoring well MW-09; monitoring well MW-13 is proposed along
the western edge of the wooded, low-lying area, northwest of MW-06; and monitoring well MW-14 is proposed to the west-northwest of MW-01 and to the west of MW-06 along the western edge of
Parcel II.
Surface Water Sampling in Drainage Ditch
Five surface water samples (SW-1 through SW-5) will be collected from drainage ditch surface water, if present, to assess the presence/absence of CVOCs. One surface water sample will be
collected near the effluent discharge location for surface water in the drainage ditch (i.e., the stone culvert that routes drainage ditch surface water beneath a railroad track embankment towards
Bearskin Creek, located approximately 613 feet north of the northwest corner of Parcel II). One sample will be collected from the drainage ditch at the western property boundary of Parcel II, and
one sample will be collected from the drainage ditch at the eastern property boundary of Parcel II;
these samples will be used to assess background surface water conditions for surface water migrating onto Parcel II. Two additional surface water samples will be collected from the onsite drainage ditch just north of monitoring wells MW-9 and MW-11.
DATA EVALUATION

Definitive soil, groundwater, surface water, and soil gas data will be collected as part of these investigation activities. Upon receipt of the analytical results from the analytical laboratory, an EPA Level III data validation will be conducted and Data Validation Reports (DVRs) that describe the
quality control and quality assurance verification process will be prepared. The 2016 ESA findings will be combined with historical data to verify that the project objectives have been met and to update the CSM for the Property. If any significant data gaps remain, they will be identified and
recommendations for additional investigation will be made. REPORTING
Upon completion of the field activities, an ESA Report Addendum will be prepared. This report will
include a description of the additional ESA activities, a summary and evaluation of analytical data,
an updated CSM, recommendations, copies of field forms, photographs, analytical data packages, and DVRs. The City of Monroe will submit the ESA Report Addendum to NCDEQ. SCHEDULE
Field work is expected to begin in winter/spring 2016. Field activities are expected to be completed
within 45 days after NCDEQ approval of this Work Plan Addendum; however, the completion date may be extended in the event of significant adverse weather conditions or if there are delays
associated with the acquisition of access agreements from individual property owners. The project duration (from Work Plan approval through report submittal) is anticipated to be approximately six
months providing the field activities completion date does not extend beyond 45 days.
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TABLES

Table 1
Soil Sampling and Analysis Summary
Former Scott Aviation Facility
Monroe, North Carolina
Sample Identification Depth Interval
VOCs1
(8260B)
Parcel I – Soil Sampling near SB03a
SB35-S (XX)Shallow X
SB35-I (XX)Intermediate X
SB35-D (XX)Deep X
SB36-S (XX)Shallow X
SB-36-S (XX)-a Shallow X
SB-36-S (XX)-d Shallow X
SB-36-S (XX)-ms/msd Shallow X
SB36-I (XX)Intermediate X
SB36-D (XX)Deep X
SB37-S (XX)Shallow X
SB37-I (XX)Intermediate X
SB37-D (XX)Deep X
Notes:
-a - Indicates a field duplicate sample
-d - Indicates a equipment rinsate sample
-ms/msd - Indicates a matrix spike/matrix spike duplicate sample
VOC - Volatile Organic Compound1 - 1,1,1-TCA; 1,1-DCE; 1,2-DCA; PCE; TCE; cis-1,2-DCE; VC
Page 1 of 1 February 2016
Table 2
Groundwater and Surface Water Sampling and Analysis Summary
Former Scott Aviation Facility
Monroe, North Carolina
Sample Identification Depth Interval
VOCs 1
(8260B)
New Overburden Wells*
MW-12 NA XMW-13 NA X
MW-14 NA XMW-15 NA X
Surface WaterSW-1 -- X
SW-1-ms/msd -- X
SW-1-a -- X
SW-2 -- X
SW-3 -- X
SW-4 -- X
SW-5 -- X
Notes:
-a - Indicates a field duplicate sample
-d - Indicates a equipment rinsate sample
-ms/msd - Indicates a matrix spike/matrix spike duplicate sample
VOC - Volatile Organic Compound1 - 1,1,1-TCA; 1,1-DCE; 1,2-DCA; PCE; TCE; cis-1,2-DCE; VC
-- = not applicable/unknown
* - Overburden monitoring wells to be installed if groundwater
is encountered during drilling.
Page 1 of 1 February 2016
Table 3
Soil Gas Sampling and Analysis Summary
Former Scott Aviation Facility
Monroe, North Carolina
Sample Identification Depth Interval
(feet bgs)VOCs (Method TO-151)
Parcel I – Off-site Soil Vapor Sampling in the Eastern Area
SV03-X 5 to 6 X
SV04-X 5 to 6 X
SV04-X-a 5 to 6 X
SV05-X 5 to 6 XParcel I – Off-site Soil Vapor Sampling in the Southwestern Area
SV06-X 5 to 6 X
SV07-X 5 to 6 XSV08-X 5 to 6 X
SV09-X 5 to 6 X
Notes:
-a - Indicates a field duplicate sample
VOC - Volatile Organic Compound
bgs - below ground surface
1 - 1,1,1-TCA; 1,1-DCE; 1,2-DCA; PCE; TCE; cis-1,2-DCE; VC
Page 1 of 1 February 2016

ATTACHMENT 1 NCDENR Letter Response to Phase II Groundwater Investigation Report, September 3, 2015

ATTACHMENT 2
Response to NCDEQ Comments, January 2016
January 2016 Response To NCDEQ Comments Page 1 of 1
Addendum to the 2014 Environmental Site Assessment Work Plan
Location: Monroe, North Carolina
Reviewer: NCDEQ, Joe Ghiold
Comments Dated :December 17, 2015
Item Comment
1 The “Focused Receptor Survey” should be completed first so that it may be used to determine the
placement of soil gas points. The survey should also provide an update as to the existence of private supply wells at the near-by residences or businesses. The suggested placement of soil gas points for
the southern and southwestern area of Parcel I in the submitted Plan may not address the potential for VI pathways to the near-by residential or business properties at risk.
Response: A Focused Receptor Survey will be performed prior to any other activities presented in the Addendum to the 2014 Environmental Site Assessment Work Plan. The first bullet under Project Goals and Objectives was updated to state:
“A focused receptor survey will be conducted prior to any other activities presented in this Work Plan to acquire information on off-site properties and property owners in the vicinity of Parcel I.” 
2 The collection of groundwater samples at proposed monitor wells MW-12, MW-13 and MW-14 may not
address the potential of groundwater impacts to the surrounding off-site water bodies, particularly to the north, off-site of Parcel II and potentially off-site to the west and northwest of the same parcel.  
Response: The intent of the Addendum to the 2014 Environmental Site Assessment Work Plan is to generate additional soil, soil-gas, surface water, and groundwater data to supplement the existing data set for use in updating the conceptual site model and for decision making. Groundwater data associated with monitoring wells
MW-12, MW-13, and MW-14 will supplement the existing data set for Parcel II. In addition, the existing site monitoring wells will be sampled again so that current plume maps can be developed for the saprolite/weathered
rock and bedrock aquifers. The updated data set will be used as a line of evidence in combination with other site specific information presented in the conceptual site model to identify if any remaining data gaps exist and to address those data gaps through further assessment or additional sampling, if warranted.
3 A plan for the collection of samples from surface water from the near-by water bodies needs to be in the Work Plan with proposed sampling locations indicated on a map.
Response: Four additional surface water samples will be collected onsite from the drainage ditch in the northern portion of Parcel II. One sample will be collected from the drainage ditch at the western property boundary of Parcel II, and one sample will be collected from the drainage ditch at the eastern property boundary of Parcel II;
these samples will be used to assess background surface water conditions for surface water migrating onto Parcel II. Two additional surface water samples will be collected from the onsite drainage ditch just north of monitoring wells MW-9 and MW-11. Surface water sampling locations are shown on updated Figure 3. The Work Plan has been updated to identify the newly added sampling locations.
4 Provide a detailed Waste Disposal Plan of how impacted soils and groundwater disposal issues will be
handled from the off-site properties, especially, if any hazardous soils or groundwater are encountered during the off-site investigation.
Response: IDW will be managed in accordance with the NCDEQ-approved 2014 Environmental Site Assessment Work Plan as referenced in the Addendum to the 2014 Environmental Site Assessment Work Plan. If off-site IDW is generated during the investigation, the wastes will be managed similarly to on-site wastes in accordance with
the 2014 Environmental Site Assessment Work Plan (see first bullet under 2016 ESA FIELD INVESTIGATION OVERVIEW).
5 The Work Plan should be signed and sealed by a North Carolina Licensed Geologist or Engineer.
Response: The Addendum to the 2014 Environmental Site Assessment Work Plan has been signed and sealed
by a North Carolina Licensed Geologist.

APPENDIX A Updated Brownfields Area Reconnaissance and Receptor Survey, February 2016
2016 Brownfields Area Reconnaissance and Receptor Survey
City of Monroe Brownfields Property Redevelopment
309 & 310 West Crowell Street
Monroe, North Carolina 28112
NCD 003 155 587

February 12, 2016

Page 1 of 5
General Instructions
1.)
2.)
3.)
Site:
Address:
City:
County:
Section 1 - Property Characteristics
00
00
70 70
20
< 5 < 5
00
55
% of property that is agricultural crops
% of property that is barren
% of property that is used for commercial or industrial usage
including paved areas
Former Scott Aviation
309 & 310 West Crowell Street
Union
Monroe
10 10
20
% of property that is scrub/shrub
% of property that is open land
% of property that is grass area
Size of Property (acres)
% of property that is wooded
BROWNFIELDS AREA RECONNAISSANCE AND RECEPTOR SURVEY GUIDANCE FORM
Provide Information for the following potential receptors Current Usage Proposed Usage
This form was created to facilitate the preparation of a receptor survey for a given brownfield property. This is a guidance document
only, and Prospective Developers may complete and submit their own receptor survey, if they desire. Any receptor survey submitted
must be completed by a qualified environmental professional.
Complete "Property Characteristics" Section and all portions of other sections where an "X" has been placed in the far
left column under “Applicable to Site,” as determined by the DENR Brownfields Project Manager on a site specific
basis.
The search-radius distances to potential receptors from the Property boundary will be determined by the DENR
Brownfields Project Manager on a site by site basis.
Search-radius distances are measured from the site Property Boundary unless otherwise indicated by the DENR
Brownfield’s Project Manager.
Rev. 06/05/02
Page 2 of 5
Section 2 - Surrounding Properties
X North
X South
X East
X West
Commercial/Industrial/
Residential
(See Attached Map 5)
Commercial/Industrial
Commercial/Industrial/
Residential
(See Attached Map 5)
Same
Same
Same
Same
Applicable to Site
(DENR Use Only)
Direction from Subject
Brownfield Property Current Zoning/Land Use
Commercial/Industrial
Proposed Zoning/Land Use
Rev. 06/05/02
Page 3 of 5
Section 3 - Potential Receptors - include burial depth, construction material and diameter, when available.
Distance Direction Depth
X
Is a basement or subsurface
foundation within 1000 ft of the
Property boundary?
Y N See Table 1 See Table 1 -
X
Is a school or daycare center
within 1000 ft of the Property
boundary?
N Y 1/25/2016 - - -
X Is a storm sewer within 1000 ft of
the Property boundary?Y Y 1/25/2016
See Attached
Map 1
See Attached
Map 1
Variable
(1.4' -9')
X Is a sanitary sewer within 1000 ft
of the Property boundary?Y Y 1/25/2016
See Attached
Map 2
See Attached
Map 2 6' - 8'
X
Is a septic system leach field
within 1000 ft of the Property
boundary?
N Y 1/25/2016 - - -
X Is a water line main within 1000 ft
of Property boundary?Y Y 1/25/2016
See Attached
Map 2
See Attached
Map 2 3'
X Is a natural gas line main within
1000 ft of the Property boundary?Y Y 1/25/2016
See Attached
Map 3
See Attached
Map 3 3'
X
Is a buried telephone/ cable main
within 1000 ft of the Property
boundary?
Y Y 1/25/2016 5 ft North/South 3"
X
Is a buried electrical cable main
within 1000 ft of Property
boundary?
Y Y 1/25/2016
See Attached
Map 3
See Attached
Map 3 3'
Section 4 - Local Water Supply
Public:Yes Private:
Potable Water Supplier Name:
Potable Water Supply Source:
Distance:3.5 miles Direction:
Potable Water Source Intake:
Distance:N/A Direction:
City of Monroe
Lake Twitty
Northeast
N/A
N/A
N/A
Complete and attach map as appropriate
Applicable to Site
(DENR Use Only)
Provide Information for the
following potential receptors Y/N Field
Verified
Date
Verified
Rev. 06/05/02
Page 4 of 5
Section 5 - Water Supply Wells
Distance Direction Depth
X
Is a public water supply well
within 1 mile of the Property
boundary?
N Y 1/25/2016 - - -
X
Is a private water supply well
within 1/2 mile of the Property
boundary?
N Y 1/25/2016 - - -
X
Is a irrigation supply well within
1/2 mile of the Property
boundary?
N Y 1/25/2016 - - -
X Is a monitoring well within 1500 ft
of the Property boundary?Y Y 1/25/2016
50 - 270 ft (See
Attached Map 4)
West/South (See
Attached Map 4)42'
Section 6 - Water Bodies on Property
X Is water body naturally developed
or man made?
X List the uses of the water body
X What is the source of the water for
the water body
X
What is the nature of the bottom
of the water body (e.g., rocky or
concrete bottom, drainage ways or
impoundments)
X Are there any wetlands present on
the property?
Man made drainage ditch on northern portion of Parcel II
None
Storm drainage from N. Charlotte Ave. and Smith St.
Rocky drainage way
None
Complete and attach map as appropriateY/N
Applicable to Site
(DENR Use Only)
Provide Information for the
following potential receptors Comments
Field
Verified
Date
Verified
Applicable to Site
(DENR Use Only)
Provide Information for the
following potential receptors
Rev. 06/05/02
Page 5 of 5
Section 7 - Surface Water Body
Distance Direction Depth
X
Are there surface waters located
within 500/1000 ft of the Property
boundary?
Y Bearskin
Creek Creek
613 ft
(See figure in
Attachment A)
North
(See figure in
Attachment A)
N/A
Additional water bodies, if needed
Section 8 - Additional Requests/ Observations
Stormwater
Sewer and Water Lines
Telephone line
Private wells
Monitoring wells
Residential and/or Commercial
Structures
Drainage Ditch
Map 2 shows sewer lines in green and water lines in blue. Legend indicates
burial depths of the lines provided by the City of Monroe.
Plans for the location of structures at the Brownfields property remain
conceptual at this point in the process, although the Prospective Developer (PD)
does not currently anticipate the property being redeveloped for residential use.
The PD is in discussions with a potential purchaser of the northern, 8-acre parcel
(north of Crowell Street), but the parties have not yet agreed on a site plan to
include the location of future buildings.
As NCDEQ is aware, the PD plans to transfer a portion of the southern parcel
(on the corner of Charlotte Avenue and Jefferson Street) to a non-profit entity
and develop that parcel as a fire station, but those plans remain conceptual at this
point as well. The PD has not yet identified a purchaser for the remainder of the
southern parcel bordering Jefferson Street and accordingly a development plan
for the remainder of the Jefferson Street frontage does not yet exist.
See Attachment A - Stormwater Map and Photographic Log for information
regarding stormwater lines, drainage ditch and nearby bearskin Creek
Telephone line is located on Northern side of West Crowell street and runs from
Marshall St. to in front of both buildings before going above ground
Based on previous Phase I, there are 100 active private wells in Monroe. The
nearest is located 1.6 miles to the southwest
Stormwater drainage lines depths vary with pipe grading. Attached Map 1 shows
depths of piping at drain points (0 = drainage outfall) Only the depths of the
drains were available from the City of Monroe; depths of the stormwater
drainage lines were not. Proposed Brownfields property lines are shown in
Orange.
Complete and attach map as appropriate
Applicable to Site
(DENR Use Only)
Provide Information for the
following potential receptors Comments
Applicable to Site
(DENR Use Only)
Provide Information for the
following potential receptors Y/N Name Type
Six monitoring wells were located on the neighboring Enquirer Journal property
to the west. W-1 (25' bgs) , W-2A (42' bgs), and W-3A (42'bgs) were installed
by Golder Associates in 1997 for Thompson Newspapers Inc. on the Enquirer-
Journal Site. Information on the other three monitoring wells could not be
located.
Rev. 06/05/02
MAP 1
STORM WATER DRAINS & PIPING MAP
MAP 2
WATER & SEWER LINES FIELD MAP
MAP 3
BURIED ELECTRIC & NATURAL GAS LINES MAP
W FRANKLIN ST
W WINDSOR ST
N

J
O
H
N
S
O
N

S
T
W CROWELL ST
N
W
E
S
T

S
T
W JEFFERSON ST
N

C
H
A
R
L
O
T
T
E

A
V
E
MI
L
L
E
R

S
T
W MORGAN ST
SK
Y
W
A
Y

D
R
N

C
H
U
R
C
H

S
T
N

B
R
A
G
G

S
T
W
E
L
S
H

A
V
E
WINCHESTER AVE
E WINDSOR ST
N
H
A
Y
N
E

S
T
E FRANKLIN ST
I B SHIVE DR
HI
L
L

S
T
CROW ST
E JEFFERSON ST
N
M
A
I
N

S
T
JACKSON ST
N

C
O
L
L
E
G
E

S
T
E CROWELL ST
N

S
T
E
W
A
R
T

S
T
ALLEN ST
MEADOW ST
N

C
R
A
W
F
O
R
D

S
T
N
B
E
A
S
L
E
Y

S
T
HEATH ST
FAIRLEY AVE
A
L
T
O
N

S
T
SMITH ST
EL
G
I
E

G
R
A
Y

S
T
S
M
A
I
N

S
T
N
B
R
A
N
C
H

S
T
S

H
A
Y
N
E

S
T
MAPLE ST
D
E
P
O
T

S
T
S
C
H
U
R
C
H

S
T
M
A
R
S
H
A
L
L

S
T
S

B
E
A
S
L
E
Y

S
T
S

W
E
S
T

S
T
SA
N
F
O
R
D

S
T
S

S
T
E
W
A
R
T

S
T
S
B
R
A
G
G

S
T
S
B
R
A
N
C
H

S
T
S

C
O
L
L
E
G
E

S
T
S

J
O
H
N
S
O
N

S
T
S
C
R
A
W
F
O
R
D

S
T
S

C
H
A
R
L
O
T
T
E

A
V
E
S

W
A
S
H
I
N
G
T
O
N

S
T
W CORRELL ST
E MORGAN ST
N
W
A
S
H
I
N
G
T
O
N

S
T
W MORGAN ST
±
City of Monroe
Energy Services
Underground Electric and Natural Gas
1 inch = 300 feet
MAP 4
NEARBY MONITORING WELLS LOCATION MAP
MAP 5
ZONING MAP
Monroe Zoning
Sources: Esri, HERE, DeLorme, USGS, Intermap, increment PCorp., NRCAN, Esri Japan, METI, Esri China (Hong Kong), Esri(Thailand), MapmyIndia, © OpenStreetMap contributors, and theGIS User Community
February 10, 2016 0 0.1 0.20.05 mi
0 0.15 0.30.075 km
1:5,829

TABLE 1
309 & 310 WEST CROWELL STREET
NEARBY PROPERTY INFORMATION
Ta
b
l
e

1

30
9

&

3
1
0

W
e
s
t

C
r
o
w
e
l
l

S
t
r
e
e
t
Ne
a
r
b
y

P
r
o
p
e
r
t
y

I
n
f
o
r
m
a
t
i
o
n
Pa
r
c
e
l

Nu
m
b
e
r

S
i
t
u
s

A
d
d
r
e
s
s
Ow
n
e
r
Ma
i
l
i
n
g

A
d
d
r
e
s
s
Ma
i
l
i
n
g
Ci
t
y
Ma
i
l
i
n
g

St
a
t
e
Ma
i
l
i
n
g
Zi
p

A
c
r
e
a
g
e
Land UseTotal Living AreaTotal Basement AreaMonroe Zoning Grantor
92
3
2
2
3
5

4
0
6

W

F
R
A
N
K
L
I
N

S
T

P
A
R
K
E
R

D
E
S
D
I
E

C

H
E
I
R
S

4
0
6

W

F
R
A
N
K
L
IN

S
T

M
O
N
R
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E

N
C

2
8
1
1
2

0
.
3
6
8

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l

b
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g

p
r
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s
e
n
t
3304

0
R-10 PARKER DESDIE C
92
3
2
2
3
6

4
0
4

W

F
R
A
N
K
L
I
N

S
T

PA
R
K
E
R

M
A
R
K

W
A
Y
N
E

&

AL
A
N

S
C
O
T
T
40
6

W

F
R
A
N
K
L
I
N

S
T

M
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N
R
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E

N
C

2
8
1
1
2

0
.
2
7
2

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v
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l
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d

(
n
o

b
u
i
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d
i
n
g
)
R-10
92
3
2
2
3
7

4
0
2

W

F
R
A
N
K
L
I
N

S
T

G
U
S
T
A
F
S
O
N

S
C
O
T
T

T
H
O
M
A
S

4
0
2

W

F
R
A
N
K
L
IN

S
T

M
O
N
R
O
E

N
C

2
8
1
1
2

0
.
1
7
4

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s
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t
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b
u
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d
i
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g

p
r
e
s
e
n
t

1
8
04810 (unfinished)R-10HACK DAVID B & HEATHER M HOLSTON
92
3
2
2
3
8

4
0
0

W

F
R
A
N
K
L
I
N

S
T

T
R
I
N
I
T
Y

B
A
N
K
27
4
2

W

R
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S
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V
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T

B
L
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M
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N
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0

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)
R-10RUSHING JOHN LEROY & WIFE FAIR P
92
3
2
2
3
9

3
1
0

W

F
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K
L
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N

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&

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2
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b
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s
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)
4523/2090

0
OTRUSHING LEROY & WIFE FAIR P
92
3
2
2
4
0

C
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A
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L
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T
T
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A
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C
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1
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1
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p
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1
1
9
2

0
R-10LOPEZ RICARD0 A ARISTIZABAL &ANA AKE
Ta
b
l
e

1
30
9

&

3
1
0

W
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t

C
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p

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s
e
Total Living AreaTotal Basement AreaMonroe Zoning Grantor
92
3
2
2
3
3

5
0
4

W

F
R
A
N
K
L
I
N

S
T

B
U
L
L
A
R
D

R
O
B
E
R
T

H
50
4

W

F
R
A
N
K
L
I
N

S
T

M
O
N
R
O
E

N
C

2
8
1
1
2

0
.
2
4

R
e
s
i
d
e
n
t
i
a
l

b
u
i
l
d
i
n
g

p
r
e
s
e
n
t
2042

0
R-10 WHEELER H AVERY & WIFE JULIA H
92
3
2
2
3
4

5
0
2

W

F
R
A
N
K
L
I
N

S
T

M
C
L
A
U
G
H
L
I
N

J
E
N
N
I
F
E
R

B
R
O
O
K
E

5
0
2

W

F
R
A
N
K
L
I
N
S
T

M
O
N
R
O
E

N
C

2
8
1
1
2

0
.
1
8
4

R
e
s
i
d
e
n
t
i
a
l

b
u
i
l
d
i
n
g

p
r
e
s
e
n
t

2
2
2
2

0

R
-
1
0
VANN SARAH B
92
3
2
2
4
2

W

J
E
F
F
E
R
S
O
N

S
T
PM
G

A
C
Q
U
I
S
I
T
I
O
N

C
O
R
P

P

O

B
O
X

2
3
0
0

P
A
D
U
C
A
H

K
Y

4
2
0
0
2
-
2
3
0
0

0
.
5
6
8
Pa
r
k
i
n
g

L
o
t

(
n
o

b
u
i
l
d
i
n
g
)

En
q
u
i
r
e
r

J
o
u
r
n
a
l

u
s
e
R-10 LINCOLN PUBLISHING INC
92
3
2
2
4
3

5
0
5

W

J
E
F
F
E
R
S
O
N

S
T

C
T
J

I
N
V
E
S
T
M
E
N
T

G
R
O
U
P

L
L
C

P
O

B
O
X

4
8
2
MO
N
R
O
E

N
C

2
8
1
1
1

0
.
0
1
7

R
e
s
i
d
e
n
t
i
a
l

b
u
i
l
d
i
n
g

p
r
e
s
e
n
t

1433

0
R-10 ARNS INC / CHRISTIANA TRUST
92
3
2
2
4
4

5
0
7

W

J
E
F
F
E
R
S
O
N

S
T
R
E
E
T

T
A
Y
L
O
R

L
I
N
D
A

J
50
7

J
E
F
F
E
R
S
O
N

S
T

M
O
N
R
O
E

N
C

2
8
1
1
2

0
.
1
0
7

R
e
s
i
d
e
n
t
i
a
l

b
u
i
l
d
i
n
g

p
r
e
s
e
n
t

1
3
2
4

0

R
-
1
0
BULLARD ROBERT H
Ta
b
l
e

1

30
9

&

3
1
0

W
e
s
t

C
r
o
w
e
l
l

S
t
r
e
e
t
Ne
a
r
b
y

P
r
o
p
e
r
t
y

I
n
f
o
r
m
a
t
i
o
n
Pa
r
c
e
l

Nu
m
b
e
r

S
i
t
u
s

A
d
d
r
e
s
s

O
w
n
e
r

M
a
i
l
i
n
g

A
d
d
r
e
s
s
Ma
i
l
i
n
g
Ci
t
y
Ma
i
l
i
n
g

St
a
t
e
Ma
i
l
i
n
g
Zi
p

A
c
r
e
a
g
e
La
n
d

U
s
e
Total Living AreaTotal Basement AreaMonroe Zoning Grantor
92
3
2
2
5
7

5
0
2

W

C
R
O
W
E
L
L

S
T
R
E
E
T

P
M
G

A
C
Q
U
I
S
I
T
I
O
N

C
O
R
P

P

O

B
O
X

2
3
0
0
PA
D
U
C
A
H

K
Y

4
2
0
0
2
-
2
3
0
0

0
.
3
0
5
Pa
r
k
i
n
g

L
o
t

(
n
o

b
u
i
l
d
i
n
g
)

En
q
u
i
r
e
r

J
o
u
r
n
a
l

u
s
e
G-I LINCOLN PUBLISHING INC
92
3
2
2
5
8

6
0
4

W

C
R
O
W
E
L
L

S
T

M
M
C
J

L
L
C
PO

B
O
X

8
7
0
MO
N
R
O
E

N
C

2
8
1
1
1

2
.
9
7
In
d
u
s
t
r
i
a
l

b
u
i
l
d
i
n
g

p
r
e
s
e
n
t

(O
M
S
,

I
n
c
.
)
12300

0
G-I TRIM SOUTH INC
92
3
2
2
5
9

5
2
4

M
A
R
S
H
A
L
L

S
T

R
A
N
D
M

L
L
C
17
7
7
6

K
I
N
G
S

P
O
I
N
T

D
R

C
O
R
N
E
L
I
U
S NC

2
8
0
3
1

3
.
3
8
5
In
d
u
s
t
r
i
a
l

b
u
i
l
d
i
n
g

p
r
e
s
e
n
t

(C
l
a
s
s
i
c

M
o
l
d
e
r
s

P
l
a
s
t
i
c

S
o
l
u
t
i
o
n
s
)
15000

0
G-I BROOKS MARVIN R
92
3
2
2
6
1

C
R
O
W
E
L
L

S
T
R
E
E
T

P
M
G

A
C
Q
U
I
S
I
T
I
O
N

C
O
R
P

P

O

B
O
X

2
3
0
0
PA
D
U
C
A
H

K
Y

4
2
0
0
2
-
2
3
0
0

0
.
3
1
Pa
r
k
i
n
g

L
o
t

(
n
o

b
u
i
l
d
i
n
g
)

En
q
u
i
r
e
r

J
o
u
r
n
a
l

u
s
e
G-I LINCOLN PUBLISHING INC
Ta
b
l
e

1

30
9

&

3
1
0

W
e
s
t

C
r
o
w
e
l
l

S
t
r
e
e
t
Ne
a
r
b
y

P
r
o
p
e
r
t
y

I
n
f
o
r
m
a
t
i
o
n
Pa
r
c
e
l

Nu
m
b
e
r

S
i
t
u
s

A
d
d
r
e
s
s
Ow
n
e
r
Ma
i
l
i
n
g

A
d
d
r
e
s
s
Ma
i
l
i
n
g
Ci
t
y
Ma
i
l
i
n
g

St
a
t
e
Ma
i
l
i
n
g
Zi
p

A
c
r
e
a
g
e
La
n
d

U
s
e
Total Living AreaTotal Basement AreaMonroe Zoning Grantor
92
3
2
2
5
4

5
0
0

W

J
E
F
F
E
R
S
O
N

S
T
R
E
E
T

P
M
G

A
C
Q
U
I
S
I
T
I
O
N

C
O
R
P

P

O

B
O
X

2
3
0
0

P
A
D
U
C
A
H

K
Y

4
2
0
0
2
-
2
3
0
0

1
.
2
7
5
Co
m
m
e
r
c
i
a
l

b
u
i
l
d
i
n
g

p
r
e
s
e
n
t

(E
n
q
u
i
r
e

J
o
u
r
n
a
l
)
18472

0
G-I LINCOLN PUBLISHING INC
Ta
b
l
e

1

30
9

&

3
1
0

W
e
s
t

C
r
o
w
e
l
l

S
t
r
e
e
t
Ne
a
r
b
y

P
r
o
p
e
r
t
y

I
n
f
o
r
m
a
t
i
o
n
Pa
r
c
e
l

Nu
m
b
e
r

S
i
t
u
s

A
d
d
r
e
s
s
Ow
n
e
r
Ma
i
l
i
n
g

A
d
d
r
e
s
s
Ma
i
l
i
n
g

Ci
t
y
Ma
i
l
i
n
g

St
a
t
e
Ma
i
l
i
n
g
Zi
p

A
c
r
e
a
g
e
La
n
d

U
s
e
Total Living AreaTotal Basement AreaMonroe Zoning Grantor
92
2
9
0
2
5

6
0
1

N

C
H
A
R
L
O
T
T
E

A
V
E
MA
S
S
E
Y

G

R
I
C
H
A
R
D

&

W
I
F
E

EM
I
L
Y

C
12
0
0

W

F
R
A
N
K
L
I
N

S
T

M
O
N
R
O
E

N
C

2
8
1
1
2

5
.
1
7
Tw
o

I
n
d
u
s
t
r
i
a
l

b
u
i
l
d
i
n
g
s

p
r
e
s
e
n
t

(f
o
r

s
a
l
e
)

u
n
o
c
c
u
p
i
e
d
8478 / 644

0

/

0
G-I HERBAR OF MONROE INC
09
2
7
0
0
3
5

6
0

7
0
0

J
O
H
N
S
O
N

S
T

G
O
U
L
S
T
O
N

T
E
C
H
N
O
L
O
G
I
E
S

I
N
C

P

O

B
O
X

5
0
2
5

M
O
N
R
O
E

N
C

2
8
1
1
1
-
5
0
2
5
La
r
g
e

I
n
d
u
s
t
r
i
a
l

F
a
c
i
l
i
t
y

p
r
e
s
e
n
t

(G
o
u
l
s
t
o
n

T
e
c
h
)
3375

0
G-I CSX TRANSPORTATION INC
09
2
7
0
0
3
5

7
0

7
0
0

J
O
H
N
S
O
N

S
T

G
O
U
L
S
T
O
N

T
E
C
H
N
O
L
O
G
I
E
S

I
N
C

P

O

B
O
X

5
0
2
5

M
O
N
R
O
E

N
C

2
8
1
1
1
-
5
0
2
5

2
6
.
1
1
La
r
g
e

I
n
d
u
s
t
r
i
a
l

F
a
c
i
l
i
t
y

p
r
e
s
e
n
t

(G
o
u
l
s
t
o
n

T
e
c
h
)
28445

1
8
0
0
G-I CSX TRANSPORTATION INC
09
2
7
0
0
3
5

7
0

7
0
0

J
O
H
N
S
O
N

S
T

G
O
U
L
S
T
O
N

T
E
C
H
N
O
L
O
G
I
E
S

I
N
C

P

O

B
O
X

5
0
2
5

M
O
N
R
O
E

N
C

2
8
1
1
1
-
5
0
2
5
La
r
g
e

I
n
d
u
s
t
r
i
a
l

F
a
c
i
l
i
t
y

p
r
e
s
e
n
t

(G
o
u
l
s
t
o
n

T
e
c
h
)
1200

0
G-I CSX TRANSPORTATION INC
09
2
7
0
0
3
5

7
0

7
0
0

J
O
H
N
S
O
N

S
T

G
O
U
L
S
T
O
N

T
E
C
H
N
O
L
O
G
I
E
S

I
N
C

P

O

B
O
X

5
0
2
5

M
O
N
R
O
E

N
C

2
8
1
1
1
-
5
0
2
5
La
r
g
e

I
n
d
u
s
t
r
i
a
l

F
a
c
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y

p
r
e
s
e
n
t

(G
o
u
l
s
t
o
n

T
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c
h
)
1200

0
G-I CSX TRANSPORTATION INC
09
2
7
0
0
3
5

7
0

7
0
0

J
O
H
N
S
O
N

S
T

G
O
U
L
S
T
O
N

T
E
C
H
N
O
L
O
G
I
E
S

I
N
C

P

O

B
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X

5
0
2
5

M
O
N
R
O
E

N
C

2
8
1
1
1
-
5
0
2
5
La
r
g
e

I
n
d
u
s
t
r
i
a
l

F
a
c
i
l
i
t
y

p
r
e
s
e
n
t

(G
o
u
l
s
t
o
n

T
e
c
h
)
101035

0
G-I CSX TRANSPORTATION INC
09
2
7
0
0
3
5

7
0

7
0
0

J
O
H
N
S
O
N

S
T

G
O
U
L
S
T
O
N

T
E
C
H
N
O
L
O
G
I
E
S

I
N
C

P

O

B
O
X

5
0
2
5

M
O
N
R
O
E

N
C

2
8
1
1
1
-
5
0
2
5
La
r
g
e

I
n
d
u
s
t
r
i
a
l

F
a
c
i
l
i
t
y

p
r
e
s
e
n
t

(G
o
u
l
s
t
o
n

T
e
c
h
)
45000

0
G-I CSX TRANSPORTATION INC
Ta
b
l
e

1

30
9

&

3
1
0

W
e
s
t

C
r
o
w
e
l
l

S
t
r
e
e
t
Ne
a
r
b
y

P
r
o
p
e
r
t
y

I
n
f
o
r
m
a
t
i
o
n
Pa
r
c
e
l

Nu
m
b
e
r

S
i
t
u
s

A
d
d
r
e
s
s
Ow
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r
Ma
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l
i
n
g

A
d
d
r
e
s
s
Ma
i
l
i
n
g

Ci
t
y
Ma
i
l
i
n
g

St
a
t
e
Ma
i
l
i
n
g

Zi
p

A
c
r
e
a
g
e
La
n
d

U
s
e
Total Living AreaTotal Basement AreaMonroe Zoning Grantor
92
2
9
0
2
0

5
0
6

P

E

B
A
Z
E
M
O
R
E

D
R

C
I
T
Y

O
F

M
O
N
R
O
E
30
0

W

C
R
O
W
E
L
L

S
T

M
O
N
R
O
E

N
C

2
8
1
1
2
5.
5
8
Be
l
k
-
T
o
n
a
w
a
n
d
a

P
a
r
k
G-I UNION COUNTY
92
2
9
0
2
3

7
2
0

C
H
A
R
L
O
T
T
E

A
V
E
N
U
E
SI
K
E
S

G
A
R
Y

&

W
F

M
I
L
D
R
E
D

&

BO
B
B
I
E

S

H
25
0
4

R
A
I
N
B
R
O
O
K

D
R

M
O
N
R
O
E

N
C

2
8
1
1
2

0
.
5
Co
m
m
e
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c
i
a
l

b
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l
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g

p
r
e
s
e
n
t

(
P
r
o
d
u
c
e

Ce
n
t
e
r
)

l
o
o
k
e
d

c
l
o
s
e
d
,

u
n
o
c
c
u
p
i
e
d
3240

0
CBD

N
A
92
2
9
0
2
4

7
1
8

N

C
H
A
R
L
O
T
T
E

A
V
E
CU
T
H
B
E
R
T
S
O
N

J
A
M
E
S

DO
N
A
L
D

&

V
I
C
K
I
E

B

CU
T
H
B
E
R
T
S
O
N
P.

O
.

B
O
X

7
4
6

M
O
N
R
O
E

N
C

2
8
1
1
1

0
.
6
1
Co
m
m
e
r
c
i
a
l

b
u
i
l
d
i
n
g

p
r
e
s
e
n
t

(
G
e
n
e
r
a
l

Ti
r
e
)

l
o
o
k
e
d

c
l
o
s
e
d
,

u
n
o
c
c
u
p
i
e
d
6924

0
CBD CUTHBERTSON JAMES DONALD
09
2
2
9
0
2
5
A

6
0
0

N

C
H
A
R
L
O
T
T
E

A
V
E
JO
Y
N
E
R

H

D

&

W
I
F
E

B
A
R
B
A
R
A

H
12
2
8

R
O
S
A

D
R

M
O
N
R
O
E

N
C

2
8
1
1
2

2
.
0
2
Co
m
m
e
r
c
i
a
l

b
u
i
l
d
i
n
g

p
r
e
s
e
n
t

(
R
o
g
e
r

a
n
d

Ri
c
h
a
r
d
'
s

a
u
t
o

s
a
l
e
s
;

f
o
r
m
e
r
l
y

C
h
a
m
o
s

Au
t
o

S
a
l
e
s
)
0 CBD HERBAR OF MONROE INC
92
2
9
0
2
6

7
2
3

N

C
H
A
R
L
O
T
T
E

A
V
E
BE
N
T
O
N

J
A
M
E
S

L

J
R
P
O

B
O
X

1
2
0
3

M
O
N
R
O
E

N
C

28
1
1
1
-
12
0
3
1.
8
5
Co
m
m
e
r
c
i
a
l

b
u
i
l
d
i
n
g

p
r
e
s
e
n
t

(
J

B
'
s

Mi
d
w
a
y

C
o
u
n
t
r
y

C
a
f
e
)
1730

0

C
B
D
THOMAS EVELYN H
Ta
b
l
e

1

30
9

&

3
1
0

W
e
s
t

C
r
o
w
e
l
l

S
t
r
e
e
t
Ne
a
r
b
y

P
r
o
p
e
r
t
y

I
n
f
o
r
m
a
t
i
o
n
Pa
r
c
e
l

Nu
m
b
e
r

S
i
t
u
s

A
d
d
r
e
s
s
Ow
n
e
r
Ma
i
l
i
n
g

A
d
d
r
e
s
s
Ma
i
l
i
n
g
Ci
t
y
Ma
i
l
i
n
g

St
a
t
e
Ma
i
l
i
n
g
Zi
p

A
c
r
e
a
g
e
Land UseTotal Living AreaTotal Basement AreaMonroe Zoning Grantor
92
3
2
1
0
2

3
0
0

W

C
R
O
W
E
L
L

S
T

C
I
T
Y

O
F

M
O
N
R
O
E
P
O

B
O
X

6
9
MO
N
R
O
E

N
C

2
8
1
1
1
-
0
0
6
9

4
.
7
6
3
Pa
r
k
i
n
g

L
o
t
s

/

G
o
v
e
r
n
m
e
n
t

b
u
i
l
d
i
n
g

(M
o
n
r
o
e

F
i
r
e

D
e
p
a
r
t
m
e
n
t
)
20700

1
4
7
0
8
CBD

N
A
92
3
2
1
0
3

3
0
0

W

C
R
O
W
E
L
L

S
T

C
I
T
Y

O
F

M
O
N
R
O
E

P

O

B
O
X

6
9

M
O
N
R
O
E

N
C

2
8
1
1
1
-
0
0
6
9

0
.
1
8
6
Pa
r
k
i
n
g

L
o
t

(
n
o

b
u
i
l
d
i
n
g
)
CBD

N
A
92
3
2
1
0
5

3
1
2

N

C
H
A
R
L
O
T
T
E

A
V
E
WA
C
H
O
V
I
A

B
A
N
K

O
F

N
O
R
T
H

CA
R
O
L
I
N
A

C
O
R
P

TH
O
M
S
O
N

R
E
U
T
E
R
S
PO

B
O
X

2
6
0
9
CA
R
L
S
B
A
D

C
A

9
2
0
1
8

0
.
8
4
4
Co
m
m
e
r
c
i
a
l

b
u
i
l
d
i
n
g

p
r
e
s
e
n
t

(W
e
l
l
s

F
a
r
g
o

b
a
n
k
)
8020

0
CBD

N
A
92
3
2
1
0
7

3
0
2
/
3
0
4

W

F
R
A
N
K
L
I
N

S
T

G
L
O
B
A
L

S
O
F
T
W
A
R
E

L
A
B
S

L
L
C

8
1
9

B
A
U
C
O
M

D
E
E
S
E

R
D

M
O
N
R
O
E

N
C

2
8
1
1
0

0
.
1
5
Co
m
m
e
r
c
i
a
l

b
u
i
l
d
i
n
g

p
r
e
s
e
n
t

(T
h
e

B
o
t
t
l
e

F
a
c
t
o
r
y
)
8500

0
CBD NAFH NATIONAL BANK
09
2
3
2
1
0
8
A

W

F
R
A
N
K
L
I
N

S
T

G
L
A
S
S

P
R
I
S
C
I
L
L
A

A
11
1

R
I
D
G
E
W
O
O
D

D
R

M
O
N
R
O
E

N
C

2
8
1
1
2

0
.
0
8
1
Un
d
e
v
e
l
o
p
e
d
CBD

N
A

TABLE 2

MUNICIPAL SERVICE BY PARCEL NUMBER
Ta
b
l
e

2
Mu
n
i
c
i
p
a
l

S
e
r
v
i
c
e

b
y

P
a
r
c
e
l

N
u
m
b
e
r
Pa
r
c
e
l

N
u
m
b
e
r
Ad
d
r
e
s
s
Mu
n
i
c
i
p
a
l

l
i
n
e

h
o
o
k

u
p
?

(C
i
t
y

o
f

M
o
n
r
o
e

W
a
t
e
r
)
Me
t
e
r

b
o
x

l
o
c
a
t
e
d

o
n

P
r
o
p
e
r
t
y
(W
i
n
d
s
h
i
e
l
d

S
u
r
v
e
y
)
92
2
9
0
2
3

7
2
0

N

C
h
a
r
l
o
t
t
e

A
v
e
,

M
o
n
r
o
e
,

N
C

2
8
1
1
0
Ha
s

P
u
b
l
i
c

W
a
t
e
r
Yes
92
2
9
0
2
4

7
1
8

N

C
h
a
r
l
o
t
t
e

A
v
e
,

M
o
n
r
o
e
,

N
C

2
8
1
1
0
Ha
s

P
u
b
l
i
c

W
a
t
e
r
Yes
92
2
9
0
2
5

6
0
1

N

C
h
a
r
l
o
t
t
e

A
v
e
,

M
o
n
r
o
e
,

N
C

2
8
1
1
0
Ha
s

P
u
b
l
i
c

W
a
t
e
r
Yes
92
2
9
0
2
6

7
2
3

N

C
h
a
r
l
o
t
t
e

A
v
e
,

M
o
n
r
o
e
,

N
C

2
8
1
1
0
Ha
s

P
u
b
l
i
c

W
a
t
e
r
Yes
92
3
2
1
0
2
30
0

W

C
r
o
w
e
l
l

S
t
,

M
o
n
r
o
e
,

N
C

2
8
1
1
2
Ha
s

P
u
b
l
i
c

W
a
t
e
r
Yes
92
3
2
1
0
5

3
1
2

N

C
h
a
r
l
o
t
t
e

A
v
e
,

M
o
n
r
o
e
,

N
C

2
8
1
1
2
Ha
s

P
u
b
l
i
c

W
a
t
e
r
Yes
92
3
2
1
0
7

3
0
2

W

F
r
a
n
k
l
i
n

S
t
,

M
o
n
r
o
e
,

N
C

2
8
1
1
2
Ha
s

P
u
b
l
i
c

W
a
t
e
r
Yes
92
3
2
2
3
3

5
0
4

W

F
r
a
n
k
l
i
n

S
t
,

M
o
n
r
o
e
,

N
C

2
8
1
1
2
Ha
s

P
u
b
l
i
c

W
a
t
e
r
Yes
92
3
2
2
3
4

5
0
2

W

F
r
a
n
k
l
i
n

S
t
,

M
o
n
r
o
e
,

N
C

2
8
1
1
2
Ha
s

P
u
b
l
i
c

W
a
t
e
r
Yes
92
3
2
2
3
5

4
0
6

W

F
r
a
n
k
l
i
n

S
t
,

M
o
n
r
o
e
,

N
C

2
8
1
1
2
Ha
s

P
u
b
l
i
c

W
a
t
e
r
Yes
92
3
2
2
3
7

4
0
2

W

F
r
a
n
k
l
i
n

S
t
,

M
o
n
r
o
e
,

N
C

2
8
1
1
2
Ha
s

P
u
b
l
i
c

W
a
t
e
r
Co
u
l
d

n
o
t

l
o
c
a
t
e
92
3
2
2
3
9

3
1
0

W

F
r
a
n
k
l
i
n

S
t
,

M
o
n
r
o
e
,

N
C

2
8
1
1
2
Ha
s

P
u
b
l
i
c

W
a
t
e
r
Yes
92
3
2
2
4
1
40
3

W

J
e
f
f
e
r
s
o
n

S
t
,

M
o
n
r
o
e
,

N
C

2
8
1
1
2
Ha
s

P
u
b
l
i
c

W
a
t
e
r
Co
u
l
d

n
o
t

l
o
c
a
t
e
92
3
2
2
4
3
50
5

W

J
e
f
f
e
r
s
o
n

S
t
,

M
o
n
r
o
e
,

N
C

2
8
1
1
2
Ha
s

P
u
b
l
i
c

W
a
t
e
r
Yes
92
3
2
2
4
4
50
7

W

J
e
f
f
e
r
s
o
n

S
t
,

M
o
n
r
o
e
,

N
C

2
8
1
1
2
Ha
s

P
u
b
l
i
c

W
a
t
e
r
Yes
92
3
2
2
5
4
50
0

W

J
e
f
f
e
r
s
o
n

S
t
,

M
o
n
r
o
e
,

N
C

2
8
1
1
2
Ha
s

P
u
b
l
i
c

W
a
t
e
r
Yes
92
3
2
2
5
8
60
4

W

C
r
o
w
e
l
l

S
t
,

M
o
n
r
o
e
,

N
C

2
8
1
1
2
Ha
s

P
u
b
l
i
c

W
a
t
e
r
Yes
92
3
2
2
5
9
52
4

M
a
r
s
h
a
l
l

S
t
,

M
o
n
r
o
e
,

N
C

2
8
1
1
2
Ha
s

P
u
b
l
i
c

W
a
t
e
r
Co
u
l
d

n
o
t

l
o
c
a
t
e
09
2
2
9
0
2
5
A

6
0
0

N

C
h
a
r
l
o
t
t
e

A
v
e
,

M
o
n
r
o
e
,

N
C

2
8
1
1
0
Ha
s

P
u
b
l
i
c

W
a
t
e
r
Yes
09
2
7
0
0
3
5

7
0
70
0

N

J
o
h
n
s
o
n

S
t
,

M
o
n
r
o
e
,

N
C

2
8
1
1
0
Ha
s

P
u
b
l
i
c

W
a
t
e
r
Yes
Ha
s

W
a
t
e
r

A
v
a
i
l
a
b
l
e
Ha
s

P
u
b
l
i
c

W
a
t
e
r
NO
T

F
O
U
N
D

ATTACHMENT A
STORMWATER MAP AND PHOTO LOG
[ 0 [
WOODED, LOW·L 'ONG AREA
N. CHURCH ST. -------------
MONROE CITY HALL
JEFFERSON ST.
N
LEGEND
• STORMWATER OUTFALL
STORMWATER DRAINS AND DRAINAGE LINES (APPROXIMATE) --.-.---(ARROWS SHOW DRAINAGE FLOW DIRECTION)
l?ZZZZJ EXISTING CONCRETE SLAB (BUILDING DEMOLISHED)
___ .. BUILDINGS
ROADS
PARKING LOT c:::J TREELINE
---PROPERTY BOUNDARY (APPROXIMATE)
--x--FENCE (APPROXIMATE)
I I I I I I RAILROAD
BEARSKIN CREEK (APPROXIMATE)
FRENCH DRAINS
... DIRECTIONAL VIEW OF PHOTO e PHOTOGRAPH NUMBER (CORRESPONDING TO PHOTO LOG)
0 100 200 400
SCALE IN FEET
SOURCE: BASEMAP FROM DICKERSON ARCHITECTURE, PROJECT NUMBER 2007.0 MAY 27, 2007. ADDITIONAL BASEMAP DRAWN BASED ON GOOGLE EARTH IMAGERY, OCTOBER 2014. BASEMAP IS FOR ILLUSTRATION PURPOSES ONLY AND JS APPROX/MA TE.
AECOM 10 Patewood Drive, Building 6, Suite 500 Greenville, SC 29615 T: [phone] F: [phone] www.aecom.com
FEBRUARY 2016
FIGURE A-1 STORMWATER MAP
ENVIRONMENTAL SITE ASSESSMENT FORMER scan AVIATION FACILITY
60284473
L:\Projects\6028447319.0 Cadd\60284473_029 Stormwater Map_Feb2016.dwg, 2/3/2016 11:53:10 AM, Splawnm
STORMWATER MAP PHOTOGRAPHIC LOG
Project Name: Former Scott Aviation Facility-Monroe
Location:
Monroe, North Carolina
Date Taken: January 25, 2016
Photograph Number: 1
Photograph by: M. Law
Project Number: 60284473
Photo: IMG_1812
Description: Large (~5 ft diameter) culvert that discharges stormwater from off-site sources into the drainage ditch at property boundary in the northern portion of Parcel II. Looking East
STORMWATER MAP PHOTOGRAPHIC LOG
Project Name:
Former Scott Aviation Facility-
Monroe
Location:
Monroe, North Carolina
Date Taken: January 25, 2016
Photograph Number: 2
Photograph by: M. Law
Project Number: 60284473
Photo: IMG_1814
Description: Drainage Ditch, 3'
wide from near MW-11 location;
flow is to the west; fed by large
stormwater culvert shown in
Photograph Number 1

Looking East

STORMWATER MAP PHOTOGRAPHIC LOG
Project Name: Former Scott Aviation Facility-Monroe
Location:
Monroe, North Carolina
Date Taken: January 25, 2016
Photograph Number: 3
Photograph by: M. Law
Project Number: 60284473
Photo: IMG_1815
Description: Stone Culvert under RR tracks; Drainage Ditch flow from east of the Stone Culvert is to the west toward the Stone Culvert Looking West
STORMWATER MAP PHOTOGRAPHIC LOG
Project Name: Former Scott Aviation Facility-Monroe
Location:
Monroe, North Carolina
Date Taken: January 25, 2016
Photograph Number: 4
Photograph by: M. Law
Project Number: 60284473
Photo: IMG_1822
Description: Drainage Ditch west of Stone Culvert; flow is to the east toward the Stone Culvert Looking West
STORMWATER MAP PHOTOGRAPHIC LOG
Project Name: Former Scott Aviation Facility-Monroe
Location: Monroe, North Carolina
Date Taken: January 25, 2016
Photograph Number: 5
Photograph by: M. Law
Project Number: 60284473
Photo: IMG_1821
Description: Stone Culvert from opposite side of RR tracks; flow is from south to north Looking East
STORMWATER MAP PHOTOGRAPHIC LOG
Project Name: Former Scott Aviation Facility-Monroe
Location: Monroe, North Carolina
Date Taken: January 25, 2016
Photograph Number: 6
Photograph by: M. Law
Project Number: 60284473
Photo: IMG_1819
Description: Drainage from Stone Culvert; flow is to the north; ~13' wide; smaller stream from west is ~3' wide Looking North
STORMWATER MAP PHOTOGRAPHIC LOG
Project Name: Former Scott Aviation Facility-Monroe
Location:
Monroe, North Carolina
Date Taken: January 25, 2016
Photograph Number: 7
Photograph by: M. Law
Project Number: 60284473
Photo: IMG_1838
Description: Bearskin Creek from N. Johnston St. behind Goulston (NW of Parcel II); creek is ~ 14' wide at this point Looking East STORMWATER MAP PHOTOGRAPHIC LOG
Project Name: Former Scott Aviation Facility-Monroe
Location:
Monroe, North Carolina
Date Taken: January 25, 2016
Photograph Number: 8
Photograph by: M. Law
Project Number: 60284473
Photo: IMG_1854
Description: Bearskin Creek bridge at N. Charlotte Ave. (NE of Parcel II); creek is ~ 20' wide at this point Looking Southwest
STORMWATER MAP PHOTOGRAPHIC LOG
Project Name: Former Scott Aviation Facility-Monroe
Location:
Monroe, North Carolina
Date Taken: January 25, 2016
Photograph Number: 9
Photograph by: M. Law
Project Number: 60284473
Photo: IMG_1853
Description: RR across Bearskin Creek behind JB’s Midway BBQ (N/NE of Parcel II); creek is ~ 20' wide at this point Looking East