HomeMy WebLinkAbout22022 Pfister Dyes & Chemical_Brownfields Assessment Work Plan_20180614
Via Email
June 14, 2018
North Carolina Department of Environmental Quality
Division of Waste Management – Brownfields Program
217 W. Jones Street
1646 Mail Service Center
Raleigh, North Carolina 27699-1646
Attn: Mr. Bill Schmithorst, PG
Re: Brownfields Assessment Work Plan
Former Pfister Dyes and Chemical
4233 Trailer Drive
Charlotte, North Carolina
Brownfields Project No. 22022-18-060
H&H Job No. SEL-007
Dear Bill:
1.0 Introduction
On behalf of 4233 Trailer Drive, LLC (Prospective Developer or PD), Hart & Hickman, PC
(H&H) has prepared this Work Plan to conduct Brownfields assessment activities at the former
Pfister Dyes and Chemical Brownfields property located at 4233 Trailer Drive in Charlotte,
Mecklenburg County, North Carolina (Site). The Site consists of one approximately 5.75-acre
parcel of land (Parcel Identification Number 04505507) located in a mixed commercial/light
industrial and residential area approximately three miles north of uptown Charlotte. A Site
location map is provided as Figure 1 and the Site and surrounding area are shown in Figure 2.
The Site was undeveloped wooded and agricultural land as early as the late 1930s. In
approximately 1967, the southern portion of the Site was developed with an approximately
19,000-square foot (sq. ft.) warehouse building that was constructed for Pfister Dyes and
Chemical. Pfister utilized the facility for mixing, storage, and distribution of powdered dyes
used in the textile industry until approximately 2017. The central and northern portions of the
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Site have not been developed in the past and remain wooded land. Proposed redevelopment of
the Site will include renovations to the existing Site building for commercial/light industrial use
and possible new construction in the northern undeveloped portion of the Site in the future.
2.0 Background
In May and July 2017, Geoscience Group (Geoscience) conducted soil and groundwater
assessment activities at the Site as part of property transfer due diligence. Soil assessment
activities consisted of collection of soil samples from areas of potential environmental concern
across the Site. During assessment activities completed at the Site in 1995, two permanent
groundwater monitoring wells were installed in the vicinity of a former septic system leach field
located northeast of the Site building. May and July 2017 groundwater assessment activities
conducted by Geoscience included collection of groundwater samples from the two existing
septic tank leach field monitoring wells and collection of an upgradient groundwater sample to
evaluate background conditions. In January 2018, H&H completed supplemental soil and
groundwater assessment activities to further evaluate the potential for impacts at the Site.
Sample locations from previous assessments are depicted on Figure 3, and brief discussion of
previous assessment activities completed at the Site is provided in the following sections.
2.1 Geoscience 2017 Assessment Activities
In May 2017, Geoscience completed soil assessment activities at the Site which consisted of
collection of seven (7) soil samples from areas of potential environmental concern. Soil samples
were collected in a previously permitted land application area for septic tank closure spoils, a
proposed wastewater septic system area depicted in the northern portion of the Site on a 1960s
development plan (later installed along the northeastern side of the Site building), adjacent to a
trench drain in the dye mixing area, and adjacent to sanitary sewer line located in the laboratory
(Figure 3).
Laboratory analytical results did not identify compounds at concentrations exceeding the North
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Carolina Department of Environmental Quality (DEQ) Inactive Hazardous Sites Branch (IHSB)
Preliminary Soil Remediation Goal (PSRGs) in soil samples collected at the Site with the
exception of samples collected in the dye mixing area.
Geoscience advanced two soil borings (HA-5 and HA-6) adjacent to a trench drain located along
the eastern portion of the dye mixing room in the northeastern portion of the Site building
(Figure 3). Geoscience identified a layer of gravel in boring HA-5 (less than 1.0 ft below ground
surface [bgs]) that was saturated with a black fluid. The black fluid was not observed in the
gravel layer beneath the concrete slab at the HA-6 boring location.
One soil sample (HA-5) was collected beneath the gravel layer at a depth of approximately 18
inches bgs, and one soil sample (HA-6) was collected from 5 ft bgs. Analytical results indicated
that hexavalent chromium (1.2 milligrams per kilogram [mg/kg]) was detected in the HA-6 soil
sample at a concentration above the Site-specific background range of 0.47-0.98 mg/kg and the
Residential PSRG of 0.31 mg/kg, but below the Industrial/Commercial PSRG of 6.5 mg/kg. No
additional compounds were detected above the PRSGs and/or background levels for metals in
the HA-6 soil sample and no compounds were detected above the PSRGs in the HA-5 soil
sample.
In July 2017, Geoscience returned to the Site and collected a sample of the black gravel/fluid
mixture previously identified beneath the slab in the former dye mixing room at the HA-5 boring
location. Laboratory analytical results indicated the presence of the semi-volatile organic
compound (SVOC) 4,6-dinitro-2-methylphenol (11 mg/kg) at concentrations exceeding the
Residential PSRG of 1.0 mg/kg, but below the Industrial/Commercial PSRG of 13 mg/kg.
Hexavalent chromium was detected in HA-5 gravel layer sample at a concentration of 6.1 mg/kg,
which exceeds the Site-specific background range and the Residential PSRG. No other
compounds were detected above the PRSGs in the dye mixing area gravel layer sample.
In May 2017, Geoscience collected groundwater samples from two monitoring wells (MW-1 and
MW-2) which were installed in the vicinity of a former septic leach field located northeast of the
Site building during assessment activities completed by others in 1995 (Figure 3). The
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groundwater samples were submitted for laboratory analysis of semi-volatile organic compounds
(SVOCs) and Hazardous Substance List (HSL) metals plus hexavalent chromium. Laboratory
analytical results indicated that thallium was detected in MW-1 (1.3 μg/L) and MW-2 (0.97
μg/L) at concentrations exceeding the DEQ Interim Maximum Allowable Concentration (IMAC)
of 0.2 μg/L. No other compounds were detected in the groundwater samples at concentrations
exceeding DEQ groundwater quality standards.
In July 2017, Geoscience returned to the Site and installed a temporary groundwater monitoring
well in an upgradient portion of the Site for collection of a background groundwater sample to
determine if the previous thallium detections in the May 2017 MW-1 and MW-2 groundwater
samples were consistent with naturally occurring levels. Analytical results of the background
groundwater sample indicated that thallium was not detected above the laboratory reporting
limit.
2.3 H&H 2018 Supplemental Assessment Activities
In January 2018, H&H conducted supplemental soil and groundwater assessment activities at the
Site to further evaluate potential environmental impacts identified in soil beneath the former dye
mixing room and in Site groundwater. During the January 2018 supplemental assessment
activities, four soil borings (HA-8 through HA-11) were advanced in the vicinity of the
Geoscience HA-5 boring location to further evaluate the horizontal extent of potential impacts
identified adjacent to the trench drain in the dye mixing room (Figure 3). In addition. H&H collected
three soil samples for laboratory analysis from each soil boring at three depth intervals (gravel layer
at 0-1 ft bgs, surficial soil beneath the gravel layer at 1-1.5 ft bgs and 4 to 5 ft bgs) to evaluate the
vertical extent of potential impacts in soil beneath the dye mixing room.
Laboratory analytical results indicate that trace levels of benzene (up to 0.0583 mg/kg) were
detected at concentrations slightly above the Protection of Groundwater PSRG of 0.01 mg/kg at
each soil sample location. Trace levels of methylene chloride (up to 0.140 mg/kg) were also
detected above the Protection of Groundwater PSRG of 0.025 mg/kg in two soil sample locations
(HA-10 and HA-11). No other compounds (including hexavalent chromium) were detected
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above the PSRGs in the soil samples collected beneath the dye mixing room slab.
Groundwater assessment activities conducted by H&H in January 2018 included the installation
and sampling of four permanent monitoring wells (MW-3 through MW-6) at the Site to further
evaluate previous detections of thallium identified in monitoring wells MW-1 and MW-2. H&H
determined that existing monitoring wells MW-1 and MW-2 did not have sufficient water
column for collection of groundwater samples. Therefore, newly installed monitoring well
MW-3 was installed in the vicinity of the former septic leach field to evaluate groundwater
conditions in this area of the Site. Groundwater assessment laboratory analytical results
indicated that thallium was not detected above the laboratory reporting limits in any of the
groundwater samples.
The Site received eligibility into the DEQ Brownfields Program via a Letter of Eligibility dated
May 3, 2018. On May 22, 2018, H&H attended a meeting with the PD and DEQ Brownfields
personnel to discuss Site history, areas of potential environmental concern, proposed
redevelopment plans for the Site, potential data gaps, and the proposed schedule for completing
the Brownfields Agreement. Per conversations with DEQ Brownfields at the data gap meeting,
H&H proposes to conduct additional groundwater assessment activities at the Site to further
assess subsurface conditions for potential impacts. In addition, H&H proposes to collect
background soil samples at the Site to further establish Site-specific ranges for naturally
occurring metals. H&H will also complete receptor survey activities in the area surrounding the
Site as part of the proposed assessment. Our proposed scope of work is outlined in the following
sections.
3.0 Brownfields Assessment Activities
The proposed assessment activities will be performed in general accordance with the DEQ IHSB
Guidelines for Assessment and Cleanup (Guidelines) dated October 2015 and most recent
versions of the U.S. Environmental Protection Agency (EPA) Region IV Science and Ecosystem
Support (SESD) Field Branches Quality System and Technical Procedures guidance.
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Prior to conducting the field activities, H&H will contact North Carolina 811, the public utility
locator, to mark subsurface utilities located on the Site. H&H will also contract with a private
utility locator to screen proposed sample locations for subgrade utilities that may not be marked
by the public locator. Additionally, soil boring locations will be hand cleared to approximately 5
feet (ft) below the ground surface (bgs) prior to use of mechanical drilling equipment to further
screen the boring locations for the presence of subsurface utilities.
In accordance with Mecklenburg County rules, H&H will also obtain a Subsurface Investigation
Permit (SIP) from Mecklenburg County prior to temporary monitoring well installation and
sampling. After completion of the activities, H&H will update the SIP on the Mecklenburg
County Well Information database with a North Carolina licensed driller temporary monitor well
abandonment record.
3.1 Receptor Survey
H&H will perform a Brownfields receptor survey in accordance with DEQ Brownfields Section
guidance. The receptor survey will include information about land use in the Site area including
zoning. H&H will also conduct a field search for water supply wells, basements, utility
manways and chases, storm sewers, other underground utilities, drains, and surface water within
a 1,500 ft radius of the Brownfield property boundaries. In addition, H&H will review the online
Mecklenburg County Well Information System about potential wells in the area and, if
warranted, contact utility companies for information concerning underground utilities in the
immediate area of the Site. A template copy of the Brownfields Property Receptor Survey form
is provided in Appendix A.
3.2 Background Soil Assessment Activities
H&H proposes to advance up to two (2) shallow soil borings for collection of soil samples from
areas at the Site that do not appear to have been affected by historical uses to evaluate
background concentrations of metals. The locations of the background soil samples will be
determined based upon field observations and review of historical aerial photographs. H&H will
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choose locations that are not in close proximity of historical buildings or agricultural storage
areas. The approximate proposed locations for the background soil borings are depicted on
Figure 3. If the proposed locations shown on Figure 3 are significantly changed based on field
observations, H&H will contact you to discuss the new sample locations.
The soil borings will be advanced utilizing a decontaminated stainless steel hand auger.
Continuous soil samples will be collected from the center of the hand auger bucket at each
boring. Soil samples will be logged for lithological description and field screened for indication
of potential impacts by observation for staining, and the presence of volatile organic vapors
using a calibrated photoionization detector (PID). The samples selected for laboratory analysis
will be collected from shallow soil (no greater that 5 ft bgs).
Following collection, the soil samples will be placed directly in dedicated laboratory-supplied
sample containers, labeled with the sample identification, date, and requested analysis, and
placed in a laboratory supplied cooler with ice. Soil samples will be submitted to a North
Carolina certified laboratory under standard chain of custody protocols for analysis of Resource
Conservation and Recovery Act (RCRA) metals plus hexavalent chromium by EPA Methods
6020/7471/7196.
3.3 Groundwater Assessment Activities
H&H will team with a drilling contractor to utilize a direct push technology (DPT) drill rig to
advance a soil boring boring for the installation of a temporary groundwater monitoring well. If
refusal is encountered prior to reaching the water table in the proposed temporary groundwater
monitoring well location, H&H will instruct the driller to utilize alternative drilling techniques to
advance the boring until adequate groundwater is encountered. The approximate location of the
proposed temporary monitoring well (denoted by TMW nomenclature) is shown on Figure 3.
During drilling, continuous soil samples will be collected and logged for lithologic description
and field screened for presence of staining and elevated concentrations of volatile organic vapors
using a PID. The temporary monitoring well will be constructed of 1-inch diameter PVC with
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10 ft to 15 ft of pre-pack well screen set to bracket the water table and 1-inch diameter PVC well
casing to the ground surface. A sand filter pack will extend from below the base to
approximately 2 ft above the top of the pre-packed well screen. The temporary well will be
completed by placing a hydrated bentonite seal from the top of the sand filter pack to the ground
surface. Once the temporary monitoring well is installed, the well will be allowed to equilibrate
to static conditions and a decontaminated electronic water level indicator will be used to measure
the depth to the water table relative to the ground surface.
The well will then be developed by removing a minimum of 3 to 5 well volumes and observing
stable field parameters (i.e., pH ± 0.1 SU and conductivity varies no more than 5%). After
development, a groundwater sample will be collected utilizing low flow/low stress purging
techniques using a peristaltic pump and dedicated polyethylene tubing. The intake point of the
pump tubing will be placed approximately in the mid-portion of the screened interval of the well
and groundwater will be removed at a rate no greater than 200 milliliters per minute. H&H will
utilize a water quality meter to measure pH, temperature, dissolved oxygen, oxidation reduction
potential, turbidity, and specific conductivity at 3 to 5 minute intervals during purging. Purging
will be considered complete when water quality parameters stabilize (i.e., pH ± 0.1 SU,
conductivity varies no more than 5%, and turbidity is less than 10 NTUs).
Once groundwater parameters stabilize, a groundwater sample will be collected directly into
laboratory supplied sample containers using the “soda straw” method to minimize volatile loss
through the peristaltic pump head. In addition to the temporary monitoring well, H&H will also
collect low flow/low stress groundwater samples from existing permanent monitoring wells
MW-4 and MW-5. The sample containers will be labeled with the sample identification, date,
and requested analysis, and placed in a laboratory supplied cooler and iced. The samples will be
delivered to a North Carolina certified laboratory under standard chain of custody protocols for
analysis of VOCs by EPA Method 8260, SVOCs by EPA Method 8270, and RCRA metals by
EPA Methods 6010/7471.
Upon completion of sampling activities, borings will be properly abandoned by a licensed well
driller and surfaces will be repaired to generally match pre-drilling conditions. Soil and
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groundwater sample locations will be recorded in the field using a hand-held global positioning
system (GPS) unit.
3.4 Quality Assurance/Quality Control
Laboratory quality assurance/quality control (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 EPA method protocols and will
include regular equipment maintenance, equipment calibrations, and adherence to specific
sample custody and data management procedures. In accordance with approved methodologies,
samples will be analyzed in conjunction with appropriate blanks, laboratory duplicates,
continuing calibration standards, and surrogate standards to monitor both instrument and analyst
performance. H&H will request that the laboratory reporting limits for each analyte will be at or
below appropriate screening criteria. Additionally, H&H will request that the laboratory include
J Flags, which are estimated concentrations for compounds that are detected at levels above the
laboratory method detection limit, but below the laboratory reporting limit.
The following activities will be conducted by H&H for QA/QC purposes:
non-dedicated equipment and tools will be decontaminated prior to use at each boring or
sampling location, or following exposure to soil or groundwater;
one duplicate groundwater sample will be analyzed for VOCs by EPA Method 8260,
SVOCs by EPA Method 8270, and RCRA metals by EPA Methods 6010/7471; and
one trip blank will accompany samples during sampling activities and shipment. The trip
blank will be analyzed for VOCs by EPA Method 8260.
A copy of the laboratory analytical data report and QA package for each group of 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.
0 2000 4000
APPROXIMATE
SCALE IN FEET
N
U.S.G.S. QUADRANGLE MAP
QUADRANGLE
7.5 MINUTE SERIES (TOPOGRAPHIC)
DERITA, NORTH CAROLINA 1996
TITLE
PROJECT
SITE LOCATION MAP
PFISTER DYES AND CHEMICAL
4233 TRAILER DRIVE
CHARLOTTE, NORTH CAROLINA
DATE:
JOB NO:
REVISION NO:
FIGURE:
06-01-2018 0
1SEL-007
SITE
MW-2
MW-1
MW-3
MW-4
MW-6
MW-5
REVISION NO. 0
JOB NO. SEL-007
DATE: 5-24-18
FIGURE NO. 2
PFISTER DYES
4233 TRAILER DRIVE
CHARLOTTE, NORTH CAROLINA
SITE MAP
LEGEND
SITE PROPERTY BOUNDARY
MONITORING WELL LOCATION
2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
License # C-1269 / #C-245 Geology
VERITIV
TRAILER DRIVEC
E
D
A
R
H
U
R
S
T
D
R
I
V
E
DA
L
E
C
R
E
S
T
D
R
I
V
E
SLECTRUCKS
OF CHARLOTTE
CAROLINA CAT
PALFLEET TRUCK
EQUIPMENT
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
PFISTER DYES
& CHEMICALS
S:\AAA-Master Projects\Selwyn Property Group\SEL-007 Trailer Drive\Figures\Site Map.dwg, FIG 2, 5/24/2018 9:31:44 AM, erichardson
MW-2
MW-1
MW-3
MW-4
MW-6
MW-5
HA-5
HA-6
BG-2
BG-1
HA-11
HA-8HA-10
HA-9
REVISION NO. 0
JOB NO. SEL-007
DATE: 6-12-18
FIGURE NO. 3
PFISTER DYES
4233 TRAILER DRIVE
CHARLOTTE, NORTH CAROLINA
PROPOSED SAMPLE LOCATION MAP
LEGEND
SITE PROPERTY BOUNDARY
PERMANENT TYPE II MONITORING WELL
SOIL BORING
PROPOSED GROUNDWATER SAMPLE
PROPOSED TEMPORARY MONITORING
WELL
PROPOSED BACKGROUND SOIL BORING
2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
License # C-1269 / #C-245 Geology
NOTES:
1.AERIAL IMAGERY OBTAINED FROM MECKLENBURG CO. GIS
(2017).
2.MONITORING WELLS MW-1 AND MW-2 INSTALLED BY CBM
ENVIRONMENTAL SERVICES, INC IN FEBRUARY 1995.
3.MONITORING WELLS MW-3 THROUGH MW-6 INSTALLED BY
H&H IN JANUARY 2018.
4.SOIL BORINGS HA-5, HA-6, BG-1, AND BG-2 ADVANCED BY
GEOSCIENCE GROUP IN MAY AND JULY 2017.
5.SOIL BORINGS HA-8 THROUGH HA-11 ADVANCED BY H&H IN
JANUARY 2018.TRAILER DRIVECEDARHURST DRIVEDALECREST DR
IVE
PFISTER DYES
& CHEMICALS
FORMER DYE MIXING
ROOM
FORMER SEPTIC LEACH
FIELD
S:\AAA-Master Projects\Selwyn Property Group\SEL-007 Trailer Drive\Figures\Proposed Sample Location Map.dwg, FIG 3, 6/12/2018 11:21:54 AM, erichardson
Appendix A
Template Brownfields Property Receptor Survey Form
North Carolina Department of Environmental Quality
Division of Waste Management
Brownfields Program
Site:
Address:
City:
County:
Brownfields Project Number:
Property and Building Characteristics
a. Provide occupancy and use information.
c. Describe the foundation construction. Include details on type, floor construction, and depth below grade.
e. Are any subslab ventilation systems or moisture barriers in place? If so, please provide details.
d. Describe the HVAC system in the building. Include available details on type, equipment location, source of air return, and
design considerations (e.g. positive pressure?).
% of property that is grassed areas (unpaved)
% of property that is agricultural crops
% of property that is paved
Size of Property (acres)
BROWNFIELDS PROPERTY RECEPTOR SURVEY
This form was created to clarify and simplify preparing a receptor survey for a brownfield site. Please provide the information
requested below. Distances are measured from the site property boundary unless otherwise indicated by the DEQ Brownfield’s
Project Manager (PM).
Current Usage Proposed UsageSurface Conditions
% of property that is wooded/brush
If an existing building is on-site, please respond to the following. Information can be provided on additional sheets as needed. If
numerous buildings are on-site, consult with your PM as only information on specific buildings may be needed.
b. Describe the construction of the builidng including materials (e.g. wood frame, block), type and size of openings (e.g.
windows, bay doors), and height (number of stories).
% of property that is covered by buildings
Rev. 09/2015 Page 1 of 3
North Carolina Department of Environmental Quality
Division of Waste Management
Brownfields Program
Surrounding Property Land Use
North-Northwest
South
East-Northeast
West-Southwest
Utilities
Is there a septic system on-site? (Y or N)
Please provide the utility providers for the subject property
a. Natural Gas
b. Sewer
c. Electricity
d. Other
For surrounding properties, please complete the following table with available information.
Is there a residence within 1,000 ft of the Property?
Specific Land Uses of Interest Y/N *
Distance
(ft)
Is a sanitary sewer within 100 ft of the Property boundary?
For the subject property, please provide a map of known buried utilites. If available, include depth to top, construction material,
and diameter of the utilities. In addition, please provide the following information on utilty providers. If additional assessment
is required, the public utility locators should be contacted. This information can then be added to a site map.
Y/N *
Please provide information on the following land uses in the vicinity of the subject site, including a map of the surrounding areas.
If specific receptors are present, please provide addresses of the facilities.
DirectionUtility/Potential Receptor
Is a buried electrical cable main within 100 ft of Property boundary?
Is a storm water pipe within 100 ft of the Property boundary?
* If yes, please provide a map or detailed information (distance, direction, depth) of the utility in correlation with the subject
property.
Is there a basement within 1,000 ft of the Property
Distance
(ft)Address
Zoning/Land Use Proposed Usage Current Use/Occupant
Is a school or daycare center within 1,000 ft of the Property?
Is a water line main within 100 ft of Property boundary?
Is a natural gas line main within 100 ft of the Property boundary?
Is a buried telephone/ cable main within 100 ft of the Property boundary?
Is a septic system leach field within 500 ft of the Property boundary?
Direction
Rev. 09/2015 Page 2 of 3
North Carolina Department of Environmental Quality
Division of Waste Management
Brownfields Program
Water Supply
What is the potable water supply for the property? Public Private ______
Surface Water & Wetlands
b. List the uses of the water body.
c. What is the source of the water for the water body?
d. What is the nature of the bottom of the water body
(e.g., rocky or concrete bottom, drainage ways or
impoundments)
If no on-site surface water features, what is the nearest
surface water body?
Are there any wetlands present on the property? If no
wetlands on-site, are wetlands suspected on adjoining
properties?
a. Is the water body naturally developed or man-made?
Is a public water supply well within 1 mile of the Property boundary?
Is a private water supply well within 1,500 ft of the Property boundary?
Is an irrigation well within 1,500 ft of the Property boundary?
Response/Comments
The purpose of this section is to provide information on the presence of surface waters and/or wetlands on, or in the vicinity of
the Property.
Are there surface water features on the property? (If yes,
please complete a. to d.)
If Private, please provide details of the water supply source (i.e. well location, well construction, etc). If public, please include the
water providers name.
Distance
(ft)Direction
Provide Information regarding Surface Water and Wetlands
Y/NWater Supply Wells
Please provide the following information regarding water supply wells in the vicinity of the Property. At a minimum, a
windshield survey within 1,500 ft of the property boundaries should be completed to determine if water supply or irrigation
wells may be present. Information from applicable databases can and should be utilized; however, should not be utilized in lieu
of the windshield survey. If multiple wells are present within the requested radius, please provide a map of the well locations. If
needed, please attach a separate table to list all wells. Please note, the PM may opt for a more extensive water supply well survey
if needed.
The purpose of this section is to provide information on the water supply for the site and surrounding areas.
Address
Rev. 09/2015 Page 3 of 3