HomeMy WebLinkAboutMO-4519_14969_CA_O_20180906_Receptor Survey Update^IN
TANAGER PARK R
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DERITA DAY CARE
41 STATESVILLE RD
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NEVIN PARK
MECKLENBURG COUNTY
6000 STATESVILLE RD
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IGLESIA DE RESTAURACION ADONAI INC
6001 STATESVILLE RD
RANSON MIDDLE SCHOOL
BRISBANE ACADEMY & TUTORING 5850 STATESVILLE RD _
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Legend
Source Area
Receptor Locations
Churches Creeks/Streams
Daycare �� E 1,500' from Source
Park Locations 0 Site
Private Schools ® Ponds
Q Potential Water Supply Well
Parcels
T.EITIIWT-"C'q'T
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Charlotte -Mecklenburg Schools
Ranson Middle School
5850 Statesville Road, Charlotte, NC
Potential Receptor Map
NCDEQ Incident No.:14969
Date: 8/29/2018
A=COM
Figure: 1
Project No.: 60581611
AECOMImagine it. AECOM
Delivered. 5925 Carnegie Boulevard
Charlotte, NC 28209
aecom.com
September 6, 2018
Ms. Trudy Beverly
Hydrogeologist
Mooresville Regional Office
North Carolina Department of
Environmental Quality
Underground Storage Tank Section,
Division of Waste Management
919 N. Main Street
Mooresville, NC 28115
RE: Receptor Survey Update
Ranson Middle School
5850 Statesville Road
Charlotte, Mecklenburg County, North Carolina 28269
NCDEQ Incident No.: 14969
AECOM Project Number: 60581611
Dear Ms. Beverly:
AECOM, on behalf of Charlotte -Mecklenburg Schools (CMS), is presenting this Receptor Survey Update
for Ranson Middle School, located at 5850 Statesville Road, Charlotte, Mecklenburg County, North
Carolina (subject property) in relation to a Notice of Regulatory Requirement (NORR) dated December 6,
2017 from the North Carolina Department of Environmental Quality (NCDEQ) associated with
Underground Storage Tank (UST) Incident Number 14969. AECOM understands that the subject property
consists of one 28.55-acre parcel identified as Mecklenburg County Parcel Identification Number
04542103, occupied by CMS and operated as Ranson Middle School. Review of the NORR indicated that
an updated receptor survey needed to be conducted on the surrounding area to identify sensitive
receptors within 1,500 feet of the former UST basin (Site or source area) that could be at potential risk.
Background
As documented in the Underground Storage Tank Site Closure Report prepared by Handex of the
Carolinas, Inc. (Handex) and dated February 28, 1995, the subject property (NCDEQ Facility ID 0-021184)
operated a 10,000-gallon heating oil UST (tank dimensions reportedly 26 feet long and 8 feet in diameter)
until December 16, 1994. The installation date of the UST is unknown. On December 16, 1994, the UST
system was closed via removal from the ground. During tank closure activities, the UST was uncovered at
approximately 4 feet below ground surface (bgs) and removed from an excavation reportedly 8.5 feet
wide, 26.5 feet long, and 12.5 feet deep. The UST was observed to be in good condition with no visual
evidence of scaling or corrosion. Some soil discoloration was observed on the east sidewall of the
excavation. Based on the condition of the UST, the staining was attributed to past spills and/or overfills
around the fill port.
Subsequently, three confirmatory soil samples (S-1, S-2, and S-3) were collected near the observed
staining (at 14 feet bgs) and analyzed for total petroleum hydrocarbons (TPH) diesel range organics
(DRO) and gasoline range organics (GRO) by United States Environmental Protection Agency Methods
3550 and 5030, respectively. Due to limitations encountered during excavation (i.e. a concrete pad
encountered at the base of the UST), no soil samples were collected below the tank. In addition, over
excavation of the impacted soil was not performed and the excavation was backfilled with clean fill. Upon
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completion of tank removal activities, the UST was transported off -site for disposal by Nation Wide Tank
Disposal Services (Handex, 1995).
Soil sample analytical results identified a concentration of 666 milligrams per kilogram (mg/kg) of TPH
DRO in S-1. No detections of TPH DRO or TPH GRO were reported in soil samples S-2 and S-3. Based
on the findings of the soil sample analysis, additional assessment was recommended to further delineate
the horizontal and vertical extent of the soil impacts (Handex, 1995).
J.A. Jones Environmental Services Company (Jones) prepared a Site Sensitivity Evaluation and
Comprehensive Site Assessment to evaluate potential groundwater impacts associated with the former
UST (Jones, 1995). One groundwater monitoring well (MW-1) was installed to a total depth of 31 feet bgs
at the Site. During installation, one soil sample (MW-1 SB-01) was collected from 17 to 19 feet bgs and
analyzed for TPH DRO and TPH GRO. Subsequent to well installation, a groundwater sample was
collected in May 1995 (Jones, 1995).
Soil sample results for TPH DRO/GRO were below laboratory method detection limits for MW-1 SB-01.
The groundwater sample collected from MW-1 identified low concentrations of volatile organic
compounds; however, total lead was reported at a concentration of 27 micrograms per liter which is above
its respective water quality standard located in Title 15A of the North Carolina Administrative Code,
Subchapter 2L, Section .0202 (211- Standards).
Based on the TPH DRO concentration report in soil sample S-1 (666 mg/kg), groundwater elevation
recorded in MW-1, an accessible public water supply and lack of drinking water supply wells (WSWs) in
the surrounding area, the Site Sensitivity Evaluation ranked the release incident as Low Risk (rank: D)
with a score of 70, which resulted in a TPH DRO cleanup level of 480 mg/kg for soils at the Site (Jones,
1995).
As a result of the identified soil cleanup standards for the Site, two additional soil samples (SB-01 and SB-
02) were collected between 13 and 15 feet bgs on July 26, 1995, as part of a Comprehensive Site
Assessment (CSA). The CSA was implemented to further define the extent of the soil impacts. Soil sample
results were below the laboratory method detection limits for SB-01 and SB-02 (Jones, 1995). Natural
attenuation was recommended coupled with quarterly groundwater gauging and annual sampling events
in the CSA.
Resolve Environmental Services, P.A. (Resolve), completed a Limited Site Assessment (LSA) in January
2002. Existing monitoring well MW-1 was reportedly dry and unable to be sampled during LSA activities
and Resolve replaced the well with monitoring well MW-2 to a total depth of 40 feet bgs. Soil samples
were collected at depths of 13 to 15, 23 to 25, and 33 to 35 feet bgs during the installation of monitoring
well MW-2 (Resolve, 2002).
Soil sample results from monitoring well MW-2 indicated detections of benzo(a)anthracene and
benzo(a)pyrene above their respective soil -to -water maximum soil contamination concentrations collected
from a depth of 13 to 15 feet bgs (Resolve, 2002). In addition, a groundwater sample was collected from
monitoring well MW-2 in December 2001. No constituents of concern were detected above the 2L
Standards.
In addition, the LSA included updated receptor information that identified three potential sensitive
receptors: an onsite WSW; an unnamed tributary of Irwin Creek; and Brisbane Academy & Tutoring. No
wellhead protection areas were identified within the search radius.
On December 6, 2017, NCDEQ issued a NORR indicating that receptor survey activities be updated prior
to Site closure. During site activities, AECOM attempted to locate MW-1 and MW-2 at the Site. Both MW-1
and MW-2 were unable to be located and are assumed to be destroyed during a repaving project
completed in 2015 at the Site.
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Receptor Survey Update
On July 9, 2018, AECOM performed updated receptor survey activities for the vicinity surrounding the
Site. The 2018 receptor survey update included a public records database search of the Site and
surrounding properties and a windshield survey of all properties within a 1,500-foot radius of the Site.
Visual observations regarding the apparent source of water to each of the properties (i.e. a public water
meter or WSW on the property) were recorded. Figure 1 and Table 1 indicate the approximate location of
suspected private WSWs, surface water bodies (i.e. streams, ponds, wetlands), and other sensitive
receptors (i.e. public assembly areas) within a 1,500-foot radius. Table 1 also contains parcel ownership
information and observations that were recorded during the windshield portion of the receptor survey.
AECOM also contacted Charlotte Water, the municipal water supplier, for information on public and private
water usage within a 1,500-foot radius of the source area. However, as of the date of this report, Charlotte
Water has not responded to the inquiry.
Surface Water
On July 9, 2018, Site reconnaissance identified three surface water bodies within a 1,500-foot radius of
the source area. The nearest surface water body is an unnamed tributary of Irwin Creek located 900 feet
northeast of the source area. The remaining surface water bodies identified during Site reconnaissance
included a pond located approximately 1,050 feet northwest of the source area at 6000 Milhaven Lane,
and an unnamed tributary of Irwin Creek, located 1,125 feet southeast of the source area.
Sensitive Receptors
The presence of sensitive receptors including schools, daycares, hospitals, churches, nursing homes,
playgrounds, parks, or other places of public assembly, was evaluated based on the results of a vicinity
windshield survey conducted on July 9, 2018 by AECOM. The Site itself is considered a sensitive receptor
as a public middle school. The following sensitive receptors were also identified within 1,500 feet of the
Site and are also indicated on Table 1:
• Nevin Community Park, located 6000 Statesville Road approximately 200 feet north and
approximately 1,100 feet east of the source area;
• Brisbane Academy & Tutoring, located at 5901 Statesville Road approximately 615 feet southwest of
the source area;
• Iglesias De Restauracion Adonai Inc., located 6001 Statesville Road approximately 485 feet west of
the source area; and,
• Milhaven Memorial Baptist Church, located approximately 1,000 feet northwest of the source area.
Water Supply
A review of the Mecklenburg County Well Information System 3.0 database was completed as a portion of
this receptor survey update. An onsite irrigation well was reportedly abandoned July 9, 2015. However,
during Site reconnaissance, the WSW and well house were still intact with power still connected to the
pump. AECOM attempted to obtain WSW information but the WSW did not have a tag and the well casing
could not be opened to gauge well depth and depth to water. If this well was abandoned, additional above
grade structures should be removed.
The windshield portion of the receptor survey was conducted to verify findings through online research, as
well as other potential receptors that were not previously identified. Two potential private WSWs were
identified within the search radius during review of online databases and/or the windshield survey
conducted on July 9, 2018.
• WSW 1: 6325 Burmith Avenue; approximately 1,400 feet southwest of the source area; and,
• WSW 2: 3413 Keith Drive; approximately 1,500 feet north of the source area.
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On August 2, 2018, AECOM requested Charlotte Water verify municipal water connections for the
properties identified during the windshield survey as having a WSW onsite within the search radius.
However, as of the date of this report, AECOM has not received a response. The municipal water
connection information will be provided upon receipt. According to North Carolina's Source Water
Assessment Program, no public supply wells or wellhead protection areas were identified within the
search radius.
Summary
In summary, two WSWs were identified at the 1,500-foot radius limit of the former UST basin along with
several sensitive populations. No surface water bodies were identified within 500 feet of the former UST
basin. Based on historical information regarding the UST incident, and updated receptor information CMS
requests a discussion with NCDEQ on potential additional actions necessary to close the UST incident
number as a no further action.
If you have any questions regarding this submittal, please contact Jeffery Mitchell, CMS at
jefferyq.mitchell(a�-cros.k12.nc.us or Jeffrey T. Hvozdik of AECOM at (704) 553-6150 or
Jeff. Hvozdik(ab-aecom.com.
Yours sincerely,
#--? 7—;4�x
Jeffrey T. Hvozdik, PG
Project Manager
Attachments
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^IN
TANAGER PARK R
I DELLINGER CR
SUNSET
OP
/ AKEITH DR
A NTH DR
/ ` I
c
DERITA DAY CARE
41 STATESVILLE RD
�_ 7__L 117�21'
", - [!W:� i ! - "
NEVIN PARK
MECKLENBURG COUNTY
6000 STATESVILLE RD
I
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DELLWGERCR MILHAVEN MEMORIAL BAPTIST J
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DELLIN R
BOULDER LN
JUNIPER OR'
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IGLESIA DE RESTAURACION ADONAI INC
6001 STATESVILLE RD
RANSON MIDDLE SCHOOL
BRISBANE ACADEMY & TUTORING 5850 STATESVILLE RD _
SUNS RIDGE cT 5901 STATESVILLE R_ DJ -
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Legend
Source Area
Receptor Locations
Churches Creeks/Streams
Daycare �� E 1,500' from Source
Park Locations 0 Site
Private Schools ® Ponds
Q Potential Water Supply Well
Parcels
T.EITIIWT-"C'q'T
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Charlotte -Mecklenburg Schools
Ranson Middle School
5850 Statesville Road, Charlotte, NC
Potential Receptor Map
NCDEQ Incident No.:14969
Date: 8/29/2018
A=COM
Figure: 1
Project No.: 60581611
Table 1
Updated Receptor Survey Information
Ranson Middle School
5850 Statesville Road
Charlotte, Mecklenburg County, North Carolina
NCDEQ Incident No. 14969
Approximate
Property..
Identification
Water
WSW on
WSW
Date
Source
Number
Property Address
Property Owner Information
Connection
property
Status
WSW Use
Confirmation Method
Confirmed
(feet)
Land Use
Comments / Observations
Subject Property - Ranson Middle School; Site -
CHARLOTTE-MECKLENBURG GOVERNMENT
Mecklenburg County WIS
UST Incident 14969. WSW located during
04542103
5850 STATESVILLE RD
CENTER
Yes
Yes
Inactive
Irrigation
07/09/15
Subject Property /
Public Assembly -
windshield survey. Pumping apparatus was
600 E 4TH ST
Site Reconnaissance
Site
School
present inside of the well housing and appeared
CHARLOTTE NC 20802
to still be connected to power. However, the well
is reportedly inactive.
GERALDINE B BRISBANE
Sensitive Receptor - Brisbane Academy &
04121114
5901 STATESVILLE RD
5901 STATESVILLE RD
Unknown
No
NA
NA
Charlotte Water
Pending
615
Public Assembly -
Tutoring. Municipal water connection confirmation
CHARLOTTE, NC 28269
Southwest
School
is pending a response from Charlotte Water.
IGLESIA DE RESTAURACION ADONAI INC
Sensitive Receptor - Church. Municipal water
04121116
6001 STATESVILLE RD
6001 STATESVILLE RD
Unknown
No
NA
NA
Charlotte Water
Pending
485
Public Assembly -
connection confirmation is pending a response
CHARLOTTE, NC 28269
West
Church
from Charlotte Water.
CHURCH MILHAVEN MEMORIAL BAPTIST
Sensitive Receptor - surface water body &
04121183
6000 MILHAVEN LN
PO BOX 19216
Unknown
No
NA
NA
Charlotte Water
Pending
1000
Public Assembly -
Milhaven Memorial Baptist Church. Municipal
CHARLOTTE, NC 28219
Northwest
Church
water connection confirmation is pending a
response from Charlotte Water.
THE IRA CLUB
Identified during windshield survey. Mecklenburg
FBO DAVID J THOMAS IRA
Drinking
Windshield Survey
07/09/18
1440
County WIS identified an active WSW on this
04121208
6325 BURMITH AV
79 W MONRO 1208
Unknown
Yes
Active
Water
Southwest
Residential
parcel. No other WSW information was given.
CHICAGO, IL 60603 L 60
Charlotte Water
Pending
Municipal water connection confirmation is
pending a response from Charlotte Water.
MCWHIRTER INVESTMENTS LLC
1425
Public Assembly -
Sensitive Receptor - Derita Day Care. Municipal
04121342
6141 STATESVILLE RD
4020 WILSON LN
Unknown
No
NA
NA
Charlotte Water
Pending
Northwest
Day Care
water connection confirmation is pending a
CHARLOTTE, NC 28206
response from Charlotte Water.
MECKLENBURG COUNTY
Public Assembly -
Sensitive Receptor - Nevin Community Park.
04542101
6000 STATESVILLE RD
600 E 4TH ST
Unknown
No
NA
NA
Charlotte Water
Pending
200
Nevin Community
Municipal water connection confirmation is
CHARLOTTE, NC 28202
North
Park
pending a response from Charlotte Water.
MECKLENBURG COUNTY
Public Assembly -
Sensitive Receptor - Nevin Community Park.
04542102
6100 STATESVILLE RD
600 E 4TH ST
Unknown
No
NA
NA
Charlotte Water
Pending
1100
Nevin Community
Municipal water connection confirmation is
CHARLOTTE, NC 28202
East
Park
pending a response from Charlotte Water.
Identified during windshield survey, however not
KEITH MIDWINTER
Windshield Survey
07/09/18
identified by Mecklenburg County WIS as a
04543126
3413 KEITH DR
3301 ARCHDALE DR
Unknown
Yes
Unknown
Unknown
1,500
Residential
known water supply well. Municipal water
CHARLOTTE NC 28210
Charlotte Water
Pending
connection confirmation is pending a response
from Charlotte Water.
Notes:
Table was generated using available online information obtained from the Mecklenburg County Polaris 3G (http://polaris3g.mecklenburgcountync.gov/), the Mecklenburg County Well Information System (http://meckmap.mecklenburgcountync.gov/WIS_3/index.htmi, and by performing a windshield survey of surrounding properties on July 9, 2018.
AECOM contacted Charlotte Water for verification of municipal water usage within a 1,500-foot radius. However as of the date of this report, Charlotte Water has not responded to the inquiry.
WSW - Water Supply Well
Church
Daycare
Park
School
AECOM
Beverly, Trudy
From:
Beverly, Trudy
Sent:
Monday, October 8, 2018 1:43 PM
To:
Hvozdik, Jeff
Cc:
Taylor, Amanda M
Subject:
RE: [External] UST Incident No. 14969: Ranson Middle School_5850 Statesville
Rd -Charlotte, NC
Hey Jeff,
They have still not resolved the bat issues in our building. The smell there is unpleasant. UST staff are still
working remotely until the bats are gone and cleanup is completed. I went to the office at the end of last week
to grab my mail. The receptor survey for Ranson Middle School was in my box. I will get back with you when
the material has been reviewed.
Have a wonderful day!
Trudy
From: Hvozdik, Jeff [mailto:jeff.hvozdik@aecom.com]
Sent: Monday, October 8, 2018 12:07 PM
To: Beverly, Trudy <trudy.beverly@ncdenr.gov>
Cc: Taylor, Amanda M <amanda.m.taylor@aecom.com>
Subject: RE: [External] UST Incident No. 14969: Ranson Middle School_5850 Statesville Rd -Charlotte, NC
• ernal email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment
Trudy
Hoe you had a good vacation! Now that you're back in the office, I wanted to circle back with you regarding
receipt of the receptor survey report for the referenced site. FeclEx delivery tracking indicates the report was
delivered on 9/20. Can you please confirm the receipt of this report? Also, I've reattached the map showing
distance from the former UST basin to the location of the on -site WSW (-185'). Please let me know if you have
had time to review the report/file for this incident so we can schedule a call to discuss a path forward for
closure. Thanks!
From: Hvozdik, Jeff
Sent: Wednesday, September 19, 2018 12:04 PM
To: Beverly, Trudy
Cc: Taylor, Amanda M
Subject: RE: [External] UST Incident No. 14969: Ranson Middle School_5850 Statesville Rd -Charlotte, NC
Trudy
Thanks for the quick response. I will update the address and have new copies mailed out. The attached map
shows the location of the irrigation well; the distance from the source area is approximately 185 feet.
From: Beverly, Trudy[mailto:trudy.beverly(a)ncdenr.gov]
Sent: Wednesday, September 19, 2018 11:29 AM
To: Hvozdik, Jeff
Cc: Taylor, Amanda M
Subject: RE: [External] UST Incident No. 14969: Ranson Middle School_5850 Statesville Rd —Charlotte, NC
Hi Jeff,
UST staff is having to work remotely due to a bat infestation in our building. Unfortunately, our phone
system is old and not capable of call forwarding. There are no UST cell phones issued to the Mooresville
office. This leaves us with only email communications when we work remotely. Hopefully, the Iredell county
(building owners) will approve a plan to address the bat issue this week. I will also be on vacation leave next
week (September 24-28). 1 will not have access to phone or email during my vacation.
I have not received a hard copy or cd of the report attached to your email. But, I did look at the
electronic copy that you just emailed. The address is not correct. Our physical and mailing address is 610 East
Center Avenue, Suite 301, Mooresville, NC 28115. This is most likely the reason that the receptor survey update
was not delivered to our office.
What is the distance in feet of the on parcel irrigation well from the site source area? I couldn't find
this information in the report text or the map that was submitted.
Trudy
,s��ID7EQ
Trudy Beverly, L.G.
Hydrogeologist, Division of Waste Management
North Carolina Department ofEnvironment Quality
Underground Storage Tanks Section
Corrective Action Branch
Mooresville Regional Office
(704) 235-2182 (Office)
Trudv.Beve rlv(@ncdenr.eov
tom':+. •x w w, Fw. & ' .eit 4 .. ,J..,,arir.1 %�. . %1,•' :: ',%
'v% ff"I t.r je. eP. 1 r1r d;J&ti16P.m &-19'1."'Ifi J&-z.-91j':'.r,"+P;r:ow.
Branch's Underground Storage Tanks Website Address: https://deg.nc.gov/about/divisions/waste-
management/ust
Branch's Above Ground Storage Tanks Website Address: https://deg.nc.gov/about/divisions/waste-
management/ust/ast-program
INTERACTIVE MAPS WITH DWM SITES AND PERMITTED FACILITIES:
https://deg.nc.gov/about/divisions/waste-management/waste-management-rules-data/waste-management-
gis-maps
File Review Procedures:
https://deg.nc.gov/about/divisions/waste-management/ust/file-review-procedures#mooresville-regional-office
ONLINE ACCESS TO UST SECTION DOCUMENTS (Laserfiche):
https://edocs.deg.nc.gov/WasteManagement/Search.aspx
Document Submittal & UST File Names for Laserfiche Policies:
https://files.nc.gov/ncdeq/Waste%20Management/DWM/UST/Corrective%20Action/Electronic%20Document%
20Submittal%2OMemo%2OUpdate.pdf
https://files.nc.gov/ncdeq/Waste%20Management/DWM/UST/Corrective%2OAction/UST%2Ofile%20names%20
f6r%20Laserfiche.docx
From: Hvozdik, Jeff [mailto:ieff.hvozdik@aecom.com]
Sent: Wednesday, September 19, 2018 10:40 AM
To: Beverly, Trudy <trudy.beverly@ncdenr.gov>
Cc: Taylor, Amanda M <amanda.m.taylor@aecom.com>
Subject: [External] UST Incident No. 14969: Ranson Middle School_5850 Statesville Rd —Charlotte, NC
Ms. Beverly
A hard copy and pdf version (on CD) of the attached report was recently submitted to your attention. As such I
wanted to reach out to you to: 1) verify that you have received the report; and 2) request a follow up call to
discuss your review of the incident files and a path forward for closure. If you recall, I spoke with you briefly
about this site on September 4, 2018. During our discussion, I mentioned that the Responsible Party (CMS)
would like to obtain a clean closure/NFA. However, I also pointed out during our discussion that any additional
actions that need to be taken to achieve this closure will have time constraints due to site operations as a
school. Most likely, any follow on work will need to be performed when the school is closed and does not have
students on -site. Thanks and I look forward to your response!
Jeffrey T. Hvozdik, PG
Project Manager
D:704.499.4706 C:704.615.1177
0eff.hvozdik cDaecom.com
AECOM
AECOM Technical Services of North Carolina, Inc.
5925 Carnegie Blvd, Suite 370
Charlotte, North Carolina 28209
T:704.553.6150 F:704.553.6151
Cisco: 1884706
www.aecom.com
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