WI0501030_Application_20190808

wood.
August 8, 2019
Mr. Michael Rogers
Division of Water Resources — Underground Injection Control Program
NC Department of Environmental Quality
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Reference: UNDERGROUND INJECTION CONTROL PERMIT APPLICATION
FORMER GUILFORD MILLS FACILITY
FUQUAY-VARINA, WAKE COUNTY, NORTH CAROLINA
SITE ID NO. NONCD0001064
Dear Mr. Rogers:
On behalf of Lear Corporation (Lear), Wood Environment & Infrastructure Solutions, Inc. (Wood), formerly
known as Amec Foster Wheeler Environment & Infrastructure, Inc. (Amec Foster Wheeler), respectfully
submits this Application for Permit to Construct and/or Use a Well for Injection (i.e., Underground Injection
Control Permit) for the former Guilford Mills Fibers plant located at 200 Dickens Road in Fuquay-Varina,
North Carolina. The Permit Application Form and Attachments are included in this package. Should you have
any questions or need additional information, please do not hesitate to contact me at [phone].
Respectfully Submitted,
Wood Environment & Infrastructure Solutions, Inc.
Bonani Langan, PE, RSM
Associate Project Manager
Attachments
Cc: Mr. Avtar Mavi — Lear Corporation
Mr. Keith Snavely — NCDEQ IHSB
Wood Environment & Infrastructure Solutions, Inc.
4021 Stirrup Creek Drive, Suite 100
Durham, North Carolina 27703
Tel: [phone] / Fax: [phone]
www.woodplc.com
Licensure: NC Engineering F-1253 / NC Geology C-247
Sheri Knox, PE, PMP
Associate Remediation Engineer
•

wood.
UNDERGROUND INJECTION CONTROL PERMIT APPLICATION
FORMER GUILFORD FIBERS FACILITY
200 DICKENS ROAD
FUQUAY-VARINA, WAKE COUNTY, NORTH CAROLINA
SITE ID NO. NONCD0001064
Prepared for:
Lear Corporation
21557 Telegraph Road
Southfield, MI48033
Submitted to:
North Carolina Department of Environmental Quality
Division of Waste Management
Inactive Hazardous Sites Branch
Prepared by. -
Wood Environment & Infrastructure Solutions, Inc.
4021 Stirrup Creek Drive, Suite 100
Durham, North Carolina 27703
August 2019
Wood Environment & Infrastructure Solutions, Inc.
4021 Stirrup Creek Drive, Suite 100
Durham, North Carolina 27703
Tel: [phone] / Fax: [phone]
www.woodplc.com
Licensure: NC Engineering F-1253 / NC Geology C-247

North Carolina Department of Environmental Quality — Division of Water Resources
APPLICATION FOR PERMIT TO CONSTRUCT AND/OR USE A WELL(S) FOR INJECTION
In Situ Groundwater Remediation (15A NCAC 02C .0225) / Tracer Injection (15A NCAC 02C .02291
Do not use this form for the following:
• In -situ remediation, tracer, or aquifer test injection wells permitted by rule (ref. 15A NCAC 02C .0217)
• remediation systems that reinject treated contaminated groundwater (Non -discharge) (ref. 15A NCAC 02T .1600)
Permit Number (to be completed by DWR):
I. APPLICATION INFORMATION
1. Project is: [x] New [ ] Modification [ ] Renewal without modification [ ] Renewal with modification
2. If this application is being submitted for Renewal and/or Modification to an existing permit, provide:
(a.) Existing permit number WI
Issued Date: & Expiration Date:
For all Renewals, submit a status report including monitoring results of all injection activities to date.
For Renewal without modification only, fill out sections I & H only, sign the certification on the last page of this form,
and obtain the property owner's signature to indicate consent (if the applicant is not the owner).
II. WELL OWNER(S)/PERMIT APPLICANT (generally the responsible party)
1. Name(s): Lear Corporation
2. Signing Official's Name*: Tack Nunes Title: VP Global HSE
* Signing Official must be in accordance with instructions in Part X on page 5.
3. Mailing address of Permittee/Applicant: 21557 Telegraph Road
City: Southfield State: MI Zip:
Cfii11*1
4. Telephone number: [phone] Email: [e-mail]
5. Status (choose one): Individual x Business/Org. Federal State County Municipality
III. PROPERTY OWNER(S) (if different than well owners)
1. Name(s): GMR Holdings LLC, (Primary Contact: Tom Proctor)
2. Mailing address: 701 Exposition Pl, Suite 118
City: Raleigh State: NC Zip: 27615
3. Telephone number: [phone] Email: [e-mail]
IV. PROJECT CONTACT — (generally the environmental/engineering consultant).
1. Name: Ms. Bonani Langan Title: Associate Engineer
2. Company: Wood Environment & Infrastructure Solutions, Inc.
3. Address: 4021 Stirrup Creek Drive, Suite 100
4. City: Durham State: NC Zip: 27703
5. Telephone number: [phone] Email: bonani.langan(c�r�,woodplc.com
In -Situ Groundwater Remediation Application Rev. 4-9-2019 Page 1 of 7

V. FACILITY INFORMATION
1. Facility name: Former Guilford Fibers Plant
2. Physical address:
200 Dickens Road
City: Fuquay-Varina County:
3. Geographic Coordinates: Latitude:
35.612667
Reference Datum:
Phone No. if available: N/A
Wake Zip: 27526
Longitude:
-78.804806
Accuracy:
Method of Collection (i.e., Google Earth, GPS, etc.): Google Earth
4. Brief description of business: Former textile manufacturing operations, primarily production of polyester fibers
VI. INCIDENT DESCRIPTION
Source and date of contamination: Various compounds were used at the site, including trichloroethene (TCE) for
machine cleaning, parts decreasing in the maintenance area, and for polymer pre -filter testing in the jet lab. The plant
discontinued using TCE for parts cleaning in approximately 1980 or 1981 and instead used varsol. They discontinued
using TCE in the jet lab in 1992 following a mandate from Guilford Mills, and instead used isopropanol and/or
isopropyl alcohol for pre -filter testing. Minimal TCE was used through the plant or in the laboratory from the time
Guilford Mills purchased the property. Prior to March 1991, tetrachloroethene (PCE) and 1, 1, 1 -trichloroethane (1, 1, 1 -
TCA) were used in the plant testing lab. In 1991, Guilford Mills switched to using isopropanol and/or isopropyl
alcohol. The testing lab was initially located on the east side of the plant building and moved to the west side of the
plant in 1992. Based on the results of numerous assessment activities and interviews, it was determined that use of
the gravel pit (#2) located at the MW-12 well nest by the previous owner for the disposal of rinse water had resulted
in impacts of chlorinated volatile organic compounds (CVOCs) at the site. The release impacted shallow groundwater
at the corner of the Guilford Mills facility and the impact extends north toward Dickens Road.
1. List all contaminants present in soils or groundwater at the site (contaminants may be listed in groups, e.g., gasoline,
diesel, jet fuel, fuel oil, chlorinated ethenes, chlorinated ethanes, metals, pesticides/herbicides, etc):
Chlorinated ethenes (primarily PCE, TCE and daughterproducts)
2. Has LNAPL or DNAPL ever been observed at the site (even if outside the injection zone)?
[ ]Yes If yes, list maximum measured separate phase thickness:
[x] No If no, list maximum concentration of total VOCs observed at site:
feet
ppb
3. Agency managing the contamination incident:
[ ]UST Section [ ] Superfund Section (including REC Program and DSCA sites)
[ ] DWR Aquifer Protection Section [ ]Solid Waste Section
[ ]Hazardous Waste Section [x] Other: DWM, IHSB
4. Incident manager's name: Mr. Keith Snavely
Incident number or other incident mgmt. agency tracking number:
Phone No.: [phone]
NONCD0001064
In -Situ Groundwater Remediation Application Rev. 4-9-2019 Page 2 of 7

VII. PERMITS
List all applicable permits or construction approvals issued for the facility or incident:
1. Previous or other UIC permits issued by DWR (e.g., NOIs)
2. Other Non -Discharge or NPDES permit issued by DWR:
3. County or DEH subsurface wastewater disposal permits:
4. Hazardous waste management or other environmental permits required by state or federal law:
In -Situ Groundwater Remediation Application Rev. 4-9-2019 Page 3 of 7

VIII. INJECTION SUMMARY
1. List all proposed injectants/additives.
NOTE: Only injectants approved by the epidemiology section of the NC Division of Public Health, Department of
Health and Human Services can be injected. Approved injectants can be found online at
http://deq. nc. gov/about/divisions/water-resources/water-resources-permits/wastewater-branch ground-water-
protection/ground-water-approved-injectants. All other substances must be reviewed by the DHHS prior to use.
Contact the UIC Program for more info (919-807-6496) if you wish to get approval for a different additive.
However, please note it may take 3 months or longer.
Injectant: Electron Donor Solution (EDS)-ER Total Amt. to be injected (gal)/event 4,725 gallons
Injectant: Total Amt. to be injected (gal)/event
Injectant: Total Amt. to be injected (gal)/event
Injectant: Total Amt. to be injected (gal)/event
Injectant: Total Amt. to be injected (gal)/event
2. Number of separate injection events: 1 Duration of Event: 35 — 40 days
3. Estimated Injection rate per well: 1 gallons per minute (GPM)
4. Estimated Injection pressure: 10 pounds/square inch (PSI)
5. Temperature at point of injection: ambient OF
6. Injection will be via:
( Existing well(s); Total No.: 0 ;Well Type (DPT, Permanent, etc.):
( Proposed well(s); Total No.: 66 ;Well Type (DPT, Permanent, etc.): permanent
7. NC Certified Well Drilling Contractor's Name (if known):
NC Well Contractor Certification No.:
8. Date to be constructed if proposed: August 2019 (attach GW-1 s for existing injection wells)
9. Screened interval/Injection interval of injection wells:
Depth from 20 to 80 feet below land surface (BLS)(if multiple intervals, indicate shallowest
to deepest depth)
10. Well casing (leave blank if Geoprobes'):
Type: (PVC) ( Stainless steel
Casing depth: 0 to 20
Type: (PVC
Casing depth:
( Other:
ft. BLS
( Stainless steel( Other:
to ft. BLS
11. Grout (leave blank if Geoprobes):
Type: (Cement) ( Bentonite (Other:
Grout depth: 0 to 18 ft. BLS
Type: (Cement (Bentonite) (Other:
Grout depth: _18 to 20 ft. BLS
In -Situ Groundwater Remediation Application Rev. 4-9-2019 Page 4 of 7

IX. ATTACHMENTS — provide the following information in separate attachments. The attachments should be clearly
identified and presented in the order below to expedite review of the permit application package.
1. INJECTION ZONE —Per 15A NCAC 02C .0225(e)(2), specify the horizontal and vertical portion of the subsurface within
which the proposed injection activity will take place and beyond which no violations of groundwater quality standards shall
result from the injection as determined by an approved monitoring plan. The determination shall be based on the hydraulic
properties of the specified zone. Provide any supporting documentation in a separate attachment.
2. HYDROGEOLOGIC EVALUATION —Per 15A NCAC 02C .0225(e)(3Z provide a hydrogeologic evaluation of the injection
zone that includes all of the following:
(A) Regional and local geology and hydrology;
(B) Changes in lithology underlying the facility;
(C) Depth to bedrock;
(D) Depth to the mean seasonal high water table;
(E) Hydraulic conductivity, transmissivity, and storativity, of the injection zone based on tests of site -specific material,
including a description of the test(s) used to determine these parameters;
(F) Rate and direction of groundwater flow as determined by predictive calculations or computer modeling; and
(G) Lithostratigraphic and hydrostratigraphic logs of any existing test and injection wells.
3. INJECTANT INFORMATION — Per 15A NCAC 02C .0225(e)(51. provide information on each inj ectant as indicated below:
(A) MSDS, concentration at the point of injection, and percentage if present in a mixture with other injectants;
(B) The source of fluids used to dilute, carry, or otherwise distribute the injectant throughout the injection zone. If any
well within the area of review of the injection facility is to be used as the fluid source, then the following information
shall be submitted: location/ID number, depth of source, formation, rock/sediment type, and a chemical analysis
of the water from the source well, including analyses for all contaminants suspected or historically recognized in
soil or groundwater on the site;
(C) A description of the rationale for selecting the inj ectants and concentrations proposed for injection, including an
explanation or calculations of how the proposed injectant volumes and concentrations were determined;
(D) A description of the reactions between the inj ectants and the contaminants present including specific breakdown
products or intermediate compounds that may be formed by the injection;
(E) A summary of results if modeling or testing was performed to investigate the injectant's potential or susceptibility
for biological, chemical, or physical change in the subsurface; and
(F) An evaluation concerning the development of byproducts of the injection process, including increases in the
concentrations of naturally occurring substances. Such an evaluation shall include the identification of the specific
byproducts of the injection process, projected concentrations of byproducts, and areas of migration as determined
through modeling or other predictive calculations.
4. INJECTION PROCEDURE —Per 15A NCAC 02C .o225(e)(6), submit a table with a detailed description of the proposed
injection procedure that includes the following:
(A) The proposed average and maximum daily rate and quantity of injectant;
(B) The average maximum injection pressure expressed in units of pounds per square inch (psi); and
(C) The total or estimated total volume to be injected.
In -Situ Groundwater Remediation Application Rev. 4-9-2019 Page 5 of 7

5. FRACTURING PLAN (if applicable) — Per 15A NCAC 02C .0225(e)(7), submit a detailed description of the fracturing plan
that includes the following:
(A) Material Safety Data Sheets of fracturing media including information on any proppants used;
(B) a map of fracturing well locations relative to the known extent of groundwater contamination plus all buildings,
wells, septic systems, underground storage tanks, and underground utilities located within the Area of Review;
(C) a demonstration that buildings, wells, septic systems, underground storage tanks, and underground utilities will not
be adversely affected by the fracturing process;
(D) injection rate and volume;
(E) orientation of bedding planes, joints, and fracture sets of the fracture zone;
(F) performance monitoring plan for determining the fracture well radius of influence; and
(G) if conducted, the results of geophysical testing or pilot test of fracture behavior conducted in an uncontaminated
area of the site.
6. WELL CONSTRUCTION DETAILS —Per 15A NCAC 02C .o225(e)(81, submit the following information in tabular or
schematic form as appropriate for each item:
(A) number and depth of injection wells;
(B) number and depth of borings if using multi -level or "nested" well systems;
(C) indication whether the injection wells are existing or proposed;
(D) depth and type of casing;
(E) depth and type of screen material;
(F) depth and type of grout;
(G) indication whether the injection wells are permanent or temporary "direct push" points; and
(H) plans and specifications of the surface and subsurface construction details.
7. MONITORING PLAN — Per 15A NCAC 02C .0225(e)(9); submit a monitoring plan that includes the following:
(A) target contaminants plus secondary or intermediate contaminants that may result from the injection;
(B) other parameters that may serve to indicate the progress of the intended reactions;
(C) a list of existing and proposed monitoring wells to be used; and
(D) a sampling schedule to monitor the proposed injection.
Monitoring wells shall be of sufficient quantity and location to detect any movement of injection fluids, injection process byproducts, or
formation fluids outside the injection zone. The monitoring schedule shall be consistent with the proposed injection schedule, pace of
the anticipated reactions, and rate of transport of the injectants and contaminants.
8. WELL DATA TABULATION — Per 15A NCAC 02C .0225(e)(10), provide a tabulation of data on all existing or abandoned
wells within the area of review . of the injection well(s) that penetrate the proposed injection zone, including monitoring
wells and wells proposed for use as injection wells. Such data shall include a description of each well's type, depth, and
record of construction or abandonment.
9. MAPS AND CROSS -SECTIONS — Per 15A NCAC 02C .0225(e)(111 provide scaled, site -specific site plans or maps
depicting the location, orientation, and relationship of facility components including the following:
(A) area map based on the most recent USGS 7.5' topographic map of the area, at a scale of 1:24,000 and showing the
location of the proposed injection site;
(B) topographic contour intervals showing all facility related structures, property boundaries, streams, springs, lakes,
ponds, and other surface drainage features;
(C) all existing or abandoned wells within the area of review of the wells listed in the well data tabulation that penetrate
the proposed injection zone;
(D) potentiometric surface map(s) that show the direction of groundwater movement, existing and proposed wells;
(E) contaminant plume map(s) with isoconcentration lines that show the horizontal extent of the contaminant plume in
soil and groundwater, and existing and proposed wells;
(F) cross-section(s) to the known or projected depth of contamination that show the horizontal and vertical extent of
the contaminant plume in soil and groundwater, major changes in lithology, and existing and proposed wells; and
(G) any existing sources of potential or known groundwater contamination, including waste storage, treatment, or
disposal systems within the area of review of the injection well or well system.
In -Situ Groundwater Remediation Application Rev. 4-9-2019 Page 6 of 7

X. CERTIFICATION (to be signed as r(quired below or by that person's authorized agent*)
NCAC 15A 02C .021 l (e) requires that all permit applications shall be signed as follows:
1. for a corporation: by a respon .ible corporate officer
2. for a partnership or sole propri torship: by a general partner or the proprietor, respectively
3. for a municipality or a state, I 'ederal, or other public agency: by either a principal executive officer or
ranking publicly elected offici; .1
4, for all others: by the well own sr.
*If an authorized agent is signing on behalf of the applicant, then supply a letter signed by the applicant
that names and authorizes their `ages t.
I hereby certify under penalty of lai � that I have personally examined and am familiar with the information
submitted in this document and all t ttachments therein, and that, based on my inquiry of those individuals
immediately responsible for obtaining said information, I believe that the information is true, accurate, and
complete. I am mare that there are p malties, including the possibility of fines and imprisonment, for submitting
false information. I agree to construct operate, maintain, repair, and if applicable, abandon the injection well(s)
and all related appurtenances in actor lance with the approved specifications and conditions of the Permit. "
Printed Name and Titlo< G i ! /} e -S , V /o t/
Sign re:
XI. CONSENT OF PROPERTY OWNE 3 (if the property is not owned by the permit applicant)
"Owner" means any person who holds lie fee or other property rights in the well being constructed. A well is real
property and its construction on land sh: 11 be deemed to vest ownership in the Iand owner, in the absence of contrary
agreement in writing.
"As owner of the property on which the. injection well(s) are to be constructed and operated, I hereby consent to
allow the applicant to construct each ir,, iection well as outlined in this application and agree that it shall be the
responsibility of the applicant to ensure that the injection well(s) conform to the Well Construction Standards
(ISA NCAC 02C .0200). "
Printed Name and Title: TmPF resident Principal Environmental Golo istm
Signature:-7:� Date: e �
Submit TWO hard copies of the completed application package with an electronic version in CD or USB Flash
Drive to:
DIVISION OF WATER RESOURCES — UIC PROGRAM
1631 MAIL SERVICE CENTER
RALEIGE , NORTH CAROLINA 27699-1636
TELEP) [ONE NUMBER: [phone]
In -Situ Groundwater Remediation Application Rev. <-9-2019 Page 7 of 7

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Attachment 1
Injection Zone

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Attachment 1
Injection Zone
The proposed source area treatment zone includes the area around the MW-12 well nest with
tetrachloroethene (PCE) concentrations exceeding 4.2 micrograms per liter (pg/L) and
trichloroethylene (TCE) concentrations exceeding 38 pg/L. It is expected that up to 22 injection
points consisting of three wells each will be installed on 30 foot centers based on an assumed
radius of influence of 15 feet (Attachment 1, Figure 1). Each injection location will consist of three
wells installed to depths targeting the shallow, intermediate and deep aquifers zones of the
unconsolidated formation with approximate total well depths of 20 ft, 50 ft, and 80 ft bgs,
respectively. Well construction details are summarized in Attachment 6.
11

f
Notes:
MW-12 (NEST) = MW-12S, MW-12R, and MW-12D
Well locations are approximated
MW-10
•
WSW #1
MW-10D
MW-4
;�•� MV1
MW-18
A a�
MW-17
4" MW-12 (NEST)
Legend
Proposed Extraction Well
® Proposed Injection Point
51 Deep Monitoring Well
4 Intermediate Monitoring Well
�V
I
DICKENS RD
J
w
MW-8
•
IV1W=22D
MW-7.D
MW-8D
MW=7
EW-1
-
Northgate Production Well
t
MW-21 R
-
MW-3
MW_6
. •
• Shallow Monitoring Well MW-19R
Water Supply Well
Roads �r..
- - - Proposed Infiltration Gallery
Proposed Treatment System Building ,;..
Parcel Boundaries , ,. �,
MW-24D
�O
�O
0 120 240
Feet
Amec Foster Wheeler
CLIENT:
LEAR CORPORATION
TITLE:
FULL-SCALE INJECTION IMPLEMENTATION
Figure
Environment & Infrastructure, Inc.
DATE: 04/18/2017
SCALE: 1 "=120'
PROJ.: 6480166066
SITE: FORMER GUILFORD MILLS FACILITY
FUQUAY-VARINA, NORTH CAROLINA
amec
foster
wheeler
4021 Stirrup Creek Drive, Suite 100
Durham, NC 27703
[phone]
DR: 1. Blanco
CHK: B. Langan
LOCATION: P:\comm-1nd\Projects\C1ients G to L\Lear\Guilford Mills\Fuquay-Varina Plant\Drawings_GIS

wood.
Attachment 2
Hydrogeologic Evaluation
Wood Environment & Infrastructure Solutions, Inc.
4021 Stirrup Creek Drive, Suite 100
Durham, North Carolina 27703
Tel: [phone] / Fax: [phone]
www.woodplc.com
Licensure: NC Engineering F-1253 / NC Geology C-247

Attachment 2
Hydrogeologic Evaluation
Regional and Local Geology
wood.
According to the Geologic Map of North Carolina (1985), the Site is located in the Coastal Plain
Physiographic Province of North Carolina. The fall line, which separates the Coastal Plain and
Piedmont Physiographic Provinces passes through Wake County to the west of the Site. The
Coastal Plain is characterized by flat land to gently rolling hills and valleys. The most common
sediment types are sand and clay.
In the Fuquay-Varina area, the coastal plain is characterized by the Middendorf Rock Formation
of Cretaceous period and Mesozoic era. The Middendorf Formation consists of sedimentary rocks
characterized by mottled gray to pale gray with an orange cast sand, sandstone and mudstone.
Clay balls and iron -cemented concretions are common in the Formation, along with laterally
discontinuous beds. Cross -bedding is also common in this Formation.
Aquifers and Confining Units
According to the "Hydrogeologic Framework of The North Carolina Coastal Plain" dated 1996,
published by USGS (Professional Paper 1404-1), the Site is located within the Surficial and Black
Creek Aquifers. The following sections contain excerpts from the published Paper:
Shallow Aquifer System (Surficial Aquifer)
The surficial aquifer defined in this report consists primarily of post -Yorktown deposits of
Quaternary age near land surface. This unit is very important to the hydrology of the area because
it extends over a large part of the Coastal Plain and because infiltration from rainfall is the bulk of
the recharge to the Coastal Plain aquifer system. The aquifer transmits water laterally to streams
and serves as a source bed holding the water that moves downgradient to deeper aquifers.
Generally, the thickness of the surficial aquifer ranges from a few feet to 30 feet in the western
and portions of the coastal plain where the Site is located. The shallow aquifer system consists of
the sediments from land surface to the upper contact of the Black Creek confining unit. The unit
consists of interbedded sands. These sands consist of poorly to moderately sorted, low to
moderately permeable, very fine to fine-grained sands that are silty in part; and moderately sorted,
moderately permeable, fine -to medium grained sands. Thin beds of silty clay are occasionally
present within this stratigraphic unit.
Black Creek Aquifer and Confining Units
Black Creek Aquifer consists mainly of sediments of both the Black Creek and Middendorf
Formations. The Black Creek confining unit, which overlies the Black Creek aquifer, is composed
of clay, silty clay, and sandy clay, primarily of the uppermost beds of the Black Creek Formation.
11

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Along the western limit of the Black Creek aquifer in the northern Coastal Plain, where Tertiary
rocks overlie it, the confining unit may include clay beds of the lower parts of the Beaufort or
Yorktown Formations. In the deeper subsurface the confining unit may be composed of clay beds
of either the Black Creek or Peedee Formation. The limit of Black Creek aquifer coincides with the
Peidmont and Coastal Plane Fall Line which is located west of the Site. The Black Creek aquifer
and its confining unit are overlain by the surficial aquifer in the Site vicinity. The surficial aquifer
(where present) is in contact with the Black Creek aquifer from the Fall Line to the western limit of
the Peedee aquifer in much of the southern Coastal Plain."
Site Geology
Stratigraphic information collected over the course of the various phases of investigation indicates
that there are three lithologic units at the Site which are described below:
Unconsolidated Soil consisting of interbedded sands, silts, and clays from ground surface
to approximately 50 feet bls.
Partially Weathered Rock (PWR) underlying the unconsolidated soil (6 to 20 feet thick).
Competent Bedrock consisting primarily of mudstone with intrusions of felsic mica gneiss
and biotite schist underlying the PWR unit.
Site Soil Profile.
A lithological summary of a representative boring drilled for the installation of MW-12R, located
within the gravel pit #2 and the proposed remedial implementation area, is provided in Table 1
below.
'able 1. Soil Profile
Summary at Monitoring Well, MW-121
Depth
Lithollogic
0 to 4
Light brown, Clayey SILT
4 to 5
Dark red/gray, Sandy CLAY
Dark brown/gray/black, SAND, moist. Wet at 8
5 to 12
feet bls.
Tan/red/gray/orange, CLAY and Sandy CLAY,
12 to 24
moist
24 to 28
Gray brown, SAND, wet
28 to 34
Tan/gray, Silty and Sandy CLAY, moist
34 to 50
Orange tan, coarse SAND, wet
50 to 62
Gray, hard Sandy CLAY, moist
191

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The boring logs and well construction records for the Site wells, including MW-12R, is included in
this Attachment. From the above lithology, restrictive horizons or clay layers are also presented
in the above Table.
A cross section index, cross sections A -A', B-B' and C-C' from the RAP are included in Attachment
9. The shallow unconsolidated material consists of sands, silts, and clays which extend from
ground surface to approximately 50 to 70 feet bls. The transmissivity of the unit will vary
depending upon the soil lithology.
The PWR ranges from 6 to 20 feet thick below the unconsolidated material. The unit serves as a
gradational contact to the underlying competent rock. This unit is relatively thin and would be
expected to be relatively transmissive dependent upon the amount of fracturing within the unit.
During the installation of deeper groundwater monitoring wells, this unit produced significant
volumes of water during drilling activities.
The competent rock underlying the PWR unit is fractured with high angle and low angle fractures
which generally trend toward the northeast. The constituents of concern (COCs) present in the
bedrock material would follow the more transmissive fractures and rock joint sets. It is well
documented in North Carolina that "the tendency for fractures to decrease in size and number
with increasing depth results in the tendency for yields per foot of well depth to decrease with
increasing depth, especially below a depth of about 350 feet" (LeGrande, 2004). Not far below this
depth you reach a point where there are virtually no water bearing fractures. With the decrease in
the number of fractures, there is little interconnection between these fractures, preventing the
transmission of COCs beyond the immediate area.
Based on the geophysical data collected at this Site, fracture density and the frequency of high
water yielding fractures decreases with depth within the production well. In the shallower zones,
there is a higher frequency of fractures which occur at 1 to 5 feet spacing whereas in the deeper
zones, fractures occur at a lower frequency with 7 to 15 feet spacing. With depth, we see fewer
fractures and a greater spacing between the fractures that are present.
Regional and Local Hydrogeology
An excerpt from "Comprehensive Groundwater Investigation" dated 2003, a study commissioned
and published by Wake County is provided below:
11

wood.
"Wake County lies primarily within the Piedmont Physiographic Province of North Carolina (Figure
2-1). The province is characterized by crystalline bedrock overlain by varying thickness of
unconsolidated material, called regolith. In the southeast a small portion of the County lies within
the Coastal Plain Province, where sandy sediments ranging up to 80 feet or more in thickness
overlie the crystalline rock. The physical characteristics of the bedrock and regolith largely
determine the water supply potential and quality of the groundwater system in Wake County."
According to the Study, the Site is located in the Middle Creek Hydrologic Basin consisting of
Metavolcanic, felsic (MVF) hydrogeologic unit. The unit is described as "Chiefly dense, fine-
grained, light-colored to greenish -gray felsic tuffs and felsic crystal tuffs, includes interbedded
felsic flows. Felsic lithic tuffs, tuff breccias, and some epiclastic rocks; recrystallized fine grained
groundmass contains feldspar, sericite, chlorite and quartz. Often with well -developed cleavage,
may be locally sheared; phyllitic zones are common"
According to the 2003 Study published by USGS, "Hydrogeologic setting, ground -water flow, and
ground -water quality at the Lake Wheeler Road research station, 2001-03", indicated that the
three components of the ground -water system include (1) shallow, porous regolith; (2) a transition
zone, including partially weathered rock, having both secondary (fractures) and primary porosity;
and (3) deeper, fractured bedrock that has little, if any, primary porosity and is dominated by
secondary fractures. Lake Wheeler Road research station is located in the Coastal Plain
Physiographic Province, approximately 10 miles northeast of the Site.
Site Hydrogeology
The Site is located in the Middle Creek Watershed area in the Neuse River Basin. Basal Creek flows
approximately 4,500 feet northwest and Terrible Creek flows approximately 2,000 feet east of the
of the Site. Groundwater water flow at the Site is generally towards north-northeast. Historical and
recent groundwater depths and elevations measured in each well, along with well construction
information for the wells, at the Site is included in this Attachment. Based on the recent
groundwater depths measured from select onsite monitoring wells in August 2018, the
groundwater elevations in shallow wells ranged from 406 to 434 feet, the elevations in
intermediate wells ranged from 402 to 426 feet, and the elevations in deep wells ranged from 401
to 414 feet.
Data from previous Site investigations indicates that a slight groundwater mound is present in the
shallow aquifer beneath the former Guilford Mills Fibers facility and the shallow groundwater at
the former gravel pit adjacent to the building (MW-12 well nest) flows toward the north and
northeast. The average groundwater gradient from this area was 0.026 feet per foot (ft/ft) to the
north and 0.031 ft/ft toward the northeast. The hydraulic conductivity values obtained for the
shallow aquifer were as follows:
11

wood.
Hydraulic Conductivity (K) - Shallow Aquifer Wells:
MW-1
Screened 3 -13 ft bls
8.10 x 10-4 cm/sec (2.3 ft/day)
MW-3
Screened 8 —18 ft bls
2.32 x 10-3 cm/sec (6.57 ft/day)
MW-6
Screened 10 — 20 ft bls
7.76 x 10-4 cm/sec (2.2 ft/day)
MW-7
Screened 5 — 15 ft bls
4.61 x 10-3 cm/sec (13.08 ft/day)
Using an average groundwater gradient of 0.0285 and an estimated effective porosity of 30%, the
seepage velocity (vs) for the shallow aquifer ranges from 76 ft/yr to 2.2 x 453 ft/yr.
The intermediate zone consists of unconsolidated sediments below the water table and above the
PWR and bedrock unit. In the intermediate zone, groundwater also flows toward the north and
northeast. The gradient is slightly shallower, at approximately 0.013 ft/ft. The hydraulic
conductivities in this portion of the aquifer were as follows:
Hydraulic Conductivity (K) - Intermediate Zone Wells:
MW-SD Screened 37 — 42 ft bls 2.72 x 10-4 cm/sec (0.77 ft/day)
MW-7D Screened 32 — 37 ft bls 4.44 x 10-4 cm/sec (1.26 ft/day)
Using an average groundwater gradient of 0.013 ft/ft and an estimated effective porosity of 30%,
the seepage velocity (vs) for the intermediate zone ranges from 12 ft/yr to 20 ft/yr.
In the deeper bedrock unit, the influence of pumping from the Northgate Production Well is more
pronounced. A cone of depression is present in this area. Groundwater flows toward the north
and the Northgate Production Well at a gradient of approximately 0.017 ft/ft.
Groundwater exhibits both horizontal and vertical components of flow through an aquifer. There are
well clusters at the Site which pair a shallow, Type II monitoring wells with an intermediate and/or
deep Type III monitoring wells. Based upon water level data, within seven of the nine well nests, a
downward vertical gradient was observed. The average downward gradient was approximately -0.31
ft/ft. An upward vertical gradient was measured only at well nest MW-7 (+0.165 ft/ft) and at MW-14
(+0.023 ft/ft), adjacent to the pond. These vertical gradients appear to be influenced due to the
operation of the nearby Northgate water supply well.
Geophysical Data
In order to efficiently delineate the movement of COCs within the bedrock unit and confirm the
proper placement of proposed bedrock monitoring wells, a fracture trace analysis was performed
to determine area wide fracture orientations based on topographic features. In addition, various
geophysical methods were used to confirm the direction of fracturing present within the unit.
Surface electrical resistivity data was collected along the northern side of the former Guilford
facility. In addition, downhole geophysical data was collected from the Guilford production well
11

wood.
to provide direct measurement of the strike and dip of fractures present. To evaluate the
concentrations of COCs in the fracture sets within the production well, samples were collected
adjacent to the fractures and subsequently collected from productive fracture sets using
packer testing. These results are summarized in the sections below.
Fracture Trace Analysis
A fracture trace analysis was performed for the Site and an area encompassing approximately
a three mile radius of the site. The fracture trace analysis was used to evaluate the surface
topographic features and lineations indicative of regional fracture patterns. This tool is used in
conjunction with geophysical methods to provide an indication of overall fracture trends within
the bedrock unit. The trend and length of the lineations were measured. Potential trends within
developed areas were not included within the analysis. Within the area examined, approximately
65 to 70% of lineations trend toward the northeast at an average strike of N.441 E. The
remaining lineations trend toward the northwest at an average strike of approximately N.300W.
Surface Resistivity Study
A surface resistivity study was conducted by Forrest Environmental Services, Inc in January 2006.
Surface resistivity provides data regarding shallower soils and deeper horizons near the center of
each transect line. The data provides information regarding the soil types within the
unconsolidated material and the location of larger fracture zones within the bedrock unit.
The electrical resistivity (ER) instrument introduces electrical current (soundings) by two contact
electrodes and measures potential differences between the two electrodes. The instrument
measures the apparent resistivity of the subsurface. This data identifies conductive saturated
fractures in the resistive rocks. Four ER lines were run across the site, three running east -west,
and one shorter line running north -south. Based on the ER data, three discontinuous sand units
were identified within the unconsolidated overburden material. Bedrock was indicated at depths
ranging from 50 to 100 feet bls. The former facility is located on a knoll and the shallowest
bedrock is present near the facility, on the southern side of the study area.
The resistivity data also indicates the presence of a fracture zone which trends northeast and cuts
across the property, from east of the MW-12 well nest toward MW-5. Based on the surface
resistivity data, well MW-22D was installed to intersect this fracture set and to be in a
downgradient direction of the identified source area at the former gravel pit based on fracture
trend data.
Downhole Geophysical Study
To gain subsurface site specific data regarding presence, strike, and dip of fractures in the
bedrock, and thus a greater understanding of the potential movement of groundwater and COCs
in the bedrock aquifer, a downhole geophysical study was performed of the entire length of the
11

wood.
Guilford production well (WSW#2). The well is completed with a steel surface casing to
approximately 76 feet bls and was drilled to a total depth of 305 feet bls. The geophysical survey
was also run within the cased portion of the well since splits in the casing were detected during
an initial equipment run down the hole. The hole was logged using the caliper, temperature,
electric resistivity, and acoustic televiewer tools.
Information contained in the geophysical report revealed the presence of numerous fractures
ranging from approximately 70 feet bls to 280 feet bls. In particular, the Acoustic Televiewer Log
indicated 74 fractures from beneath the surface casing to the bottom of the borehole and
characterized them as fractures, thin fractures, bedding, soft zones or voids. The summarized
data provided in Table 2 below indicates an overall fracture strike orientation of northeast,
dipping northwest at angles ranging from 40 degrees to 70 degrees with respect to ground
surface. The fractures primarily consist of high angle fracture sets. Due to their dip, they cut across
a large vertical area of the borehole (up to a four feet vertical distance within the borehole).
Table Z. Guiltord
Depth
70-84
Production
Strike
NE -SW
Well
Dip
SE
(WSW #Z) Fracture Protile
Notes
70°fractures
86-95
NE -SW
NW
40°-50° thin fractures
100-108
NE -SW
NW
50°-70° thin fractures
115-150
NE -SW
NW
Approx 50° fracture / soft
zone
153-176
NE -SW
NE
low angle 10°-300bedding and
fractures
178-208
NE -SW
NW
70°fractures
211-220
NE -SW
E-SE
225-228
NW -SE
NE
low angle 300 soft zone void
249-261
NE -SW
SE
500-800 fractures
265-268
NE -SW
NW
269-271
NW -SE
SW
low angle soft zone
271-279
NE -SW
NW
high angle fracture
Resistivity measurements of rock surrounding the borehole aswell as temperature measurements
of the water in the borehole revealed the presence of a fracture zone from 85 - 90 ft bls, as
well as individual fractures at 109, 133, 152, 190, and 229 ft bls. This data was used to determine
fracture zones for which to collect groundwater samples for laboratory analysis.
The acoustic televiewer data also indicated that the steel casing installed across the overlying
unconsolidated unit was split at several depths. The splits were identified at 29 and 48 feet bls.
These casing ruptures may have allowed the migration of COCs present in the shallow and
intermediate aquifers to migrate into the underlying bedrock unit.
11

Table 1
Historical Groundwater Elevations
Former Guilford Mills
Funuav-Varina Nnrth Carnlina
ID
MW-1
Aquifer Zone
Shallow
Contruction
7/2/2002
Screen
Interval
(btoc)
3-13
Top of
Casing
Elevation
432.92
DepthWell
Water
(btoc)
04
3.27
Elevation
(amsi)
00.
DepthDepthDepthWell
Water
(btoc)
00
4.46
Elevation
(amsi)
00
428.46
Water
(btoc)
NM
Elevation
(amsi)
009
NM
Water
(btoc)
NM
Elevation
(amsi)
r
NM
r2018
Total Depth
-
DTW
-
Elevation
(amsi)
8/28/2018
-
DamagedDate
2018
Well Cap
Basline Well Gauging and Condition Assessment
Well not found
429.65
MW-2
Shallow
7/2/2002
8-18
432.96
12.61
420.35
12.54
420.42
NM
NM
12.90
420.06
18.27
11.54
421.42
No
Yes
Flush mount located in the grass; has a well tag
MW-3
Shallow
7/2/2002
8-18
430.49
13.73
416.76
13.48
417.01
NM
NM
13.16
417.33
-
-
-
-
Well not found
MW-4
Shallow
7/2/2002
7-17
438.45
13.89
424.56
13.11
425.34
NM
NM
14.40
424.05
16.41
9.77
428.68
No
Yes
Flush mount in the grass next to chain -link fence; has a well tag
MW-5
Shallow
3/10/2003
7.5-17.5
435.93
5.15
430.78
7.25
428.68
NM
NM
4.00
431.93
17.43
4.45
431.48
No
Yes
Flush mount in the grass; has a well tag
MW-5D
Intermediate
3/17/2003
37-42
435.95
26.00
409.95
25.96
409.99
NM
NM
27.20
408.75
41.00
26.49
409.46
No
Yes
Flush mount in the grass; no well tag
MW-6
Shallow
3/10/2003
10-20
417.49
8.18
409.31
8.41
409.08
NM
NM
NM
NM
-
-
-
Well not found
MW-6A
Intermediate
3/12/2004
26-31
417.72
9.00
408.72
9.11
408.61
NM
NM
NM
NM
Well not found
MW-6D
Intermediate
3/18/2003
37-42
417.59
8.82
408.77
9.05
408.54
NM
NM
NM
NM
-
-
Well not found
MW-6DD
Deep
3/20/2009
73-78
-417.8
NM
NM
NM
NM
10.66
407.14
11.65
406.15
76.8
11.7
No
Yes
Flush mount on the edge of the tree line; no well tag
MW-7
Shallow
3/10/2003
5-15
409.40
6.39
403.01
7.42
401.98
NM
NM
5.15
404.25
-
-
Well not found
MW-7D
Intermediate
3/18/2003
32-37
409.49
8.55
400.94
3.49
406.00
NM
NM
NM
NM
-
-
Well not found
MW-8
Shallow
3/11/2003
20-30
423.20
15.35
407.85
15.86
407.34
NM
NM
15.40
407.80
29.78
16.23
406.97
No
Yes
Flush mount in the grass across the road from a fire hydrant and closer to Dickens Rd than MW-8D; has a well tag
MW-8D
Intermediate
3/18/2003
42-47
423.17
19.85
403.32
20.54
402.63
NM
NM
NM
NM
46.55
20.86
402.31
No
Yes
Flush mount in the grass directly in line with fire hydrant; no well tag
MW-9
Shallow
3/11/2003
10-20
421.60
11.84
409.76
10.15
411.45
NM
NM
11.30
410.30
19.35
10.60
411.00
No
Yes
Flush mount near the edge of the tree line; located next to MW-9D
MW-9D
Intermediate
3/17/2003
37-42
421.10
12.52
408.58
12.50
408.60
NM
NM
NM
NM
41.67
12.67
408.43
No
Yes
Flush mount under a tree; positioned closer to Dickens Road than MW-9
MW-10
Shallow
3/10/2003
10-20
437.04
17.81
419.23
17.68
419.36
NM
NM
NM
NM
19.70
15.93
421.11
Missing 1 bolt
Yes
Flush mount; positioned further south than MW-10D and closer to Dickens Road
MW-IOD
Intermediate
3/18/2003
34-39
436.77
26.28
410.49
26.22
410.55
NM
NM
26.00
410.77
37.86
26.72
410.05
Missing cover
Yes
Flush mount
MW-11
Shallow
10/1/2003
10-20
442.63
11.17
431.46
10.91
431.72
NM
NM
NM
NM
19.72
10.30
432.33
Missing 2 bolts
Yes
Flush mount; positioned further east than MW-11D
MW-11D
Intermediate
10/2/2003
30-35
443.00
17.18
425.82
16.10
426.90
NM
NM
NM
NM
34.68
16.58
426.42
Missing 2 bolts
Yes
Flush mount closer to foundation pad than MW-11
MW-12
Shallow
10/9/2003
15-25
440.75
16.37
424.38
19.80
420.95
NM
NM
19.83
420.92
-
-
-
Casing exposed
Yes
Located on building pad, NE corner; well damaged, casing exposed
MW-12D
Intermediate
10/10/2003
30-35
440.12
27.80
412.32
28.15
411.97
NM
NM
27.90
412.22
Yes
Located on building pad, NE corner
MW-12S
Shallow
3/12/2004
7-12
440.31
9.27
431.04
8.97
431.34
NM
NM
9.20
431.11
Yes
Located on building pad, NE corner
MW-12A
Intermediate
3/15/2004
45-50
440.10
29.13
410.97
29.22
410.88
NM
NM
28.80
411.30
Yes
Located on building pad, NE corner
MW-12R
Deep
3/16/2004
80-85
440.05
33.82
406.23
30.98
409.07
NM
NM
29.72
410.33
-
-
-
No
Located on building pad, NE corner
MW-13
Shallow
10/9/2003
10-20
436.49
18.80
417.69
16.90
419.59
NM
NM
16.50
419.99
19.81
14.81
421.68
Missing 2 bolts
Yes
Flush mount; positioned to the north of the small building pad and east of large building pad ramp; no well tag
MW-14
Shallow
10/10/2003
12-22
392.51
3.38
389.13
3.44
389.07
NM
NM
NM
NM
-
-
-
Well not found
MW-14D
Intermediate
10/16/2003
47-54
392.25
2.33
389.92
2.60
389.65
NM
NM
NM
NM
Well not found
MW-15
Shallow
10/14/2003
15-25
405.49
8.94
396.55
9.51
395.98
NM
NM
NM
NM
Well not found
MW-15D
Intermediate
10/15/2003
30-35
405.51
11.35
394.16
11.78
393.73
NM
NM
NM
NM
-
-
-
Well not found
MW-16
Shallow
10/20/2003
15-25
424.96
15.81
409.15
15.73
409.23
NM
NM
NM
NM
25.02
16.81
408.15
No
Yes
Flush mount; located in grassy shoulder along on Dickens Rd, and closer to James Slaughter Rd than MW-16
MW-16D
Intermediate
10/20/2003
47-52
424.57
20.39
404.18
20.81
403.76
NM
NM
NM
NM
51.80
22.36
402.21
No
Yes
Flush mount; located in the grassy shoulder on Dickens Rd
MW-17
Shallow
3/10/2004
10-20
444.50
16.11
428.39
13.96
430.54
NM
NM
NM
NM
20.20
12.09
432.41
1 broke bolt
Yes
Flush mount; located in the access road; has a well tag
MW-18
Shallow
3/10/2004
10-20
444.07
16.82
427.25
13.51
430.56
NM
NM
NM
NM
20.20
11.64
432.43
2 broke bolts
Yes
Flush mount; located in building foundation pad; has a well tag
MW-19R
Deep
12/15/2004
80-85
439.88
30.62
409.26
27.80
412.08
NM
NM
27.25
412.63
-
-
-
-
Well not found
MW-20R
Deep
12/15/2004
76-81
443.74
29.50
414.24
29.53
414.21
NM
NM
29.50
414.24
79.80
30.51
413.23
Soft bottom
Yes
Flush mount; located approximately 5' to 10' west of the building foundation in the grass
MW-21R
Intermediate
12/15/2004
47-52
409.96
4.50
405.46
4.98
404.98
NM
NM
NM
NM
-
-
-
Well not found; well located in woods; numerous beaver trap signs and caution tape blocking access trails
MW-22D
Deep
3/18/2009
75-80
418.75
NM
NM
NM
NM
34.27
384.48
15.20
403.55
79.02
16.91
401.84
No
Yes
Flush mount; located in grassy area near telephone pole; has a well tag
MW-23D
Deep
3/23/2009
150-155
412.12
NM
NM
NM
NM
11.12
401.00
NM
NM
-
-
-
Well not found
MW-24D
Deep
3/19/2009
76-81
418.51
NM
NM
NM
NM
15.42
403.09
NM
NM
-
-
-
Well not found
MW-25
Shallow
3/31/2009
5-15
410.54
NM
NM
NM
NM
7.87
402.67
9.81
400.73
15.22
11.06
399.48
No
Yes
Flush mount; located in grassy area near soil gas vapor sampling point
MW-26S
Shallow
4/7/2011
3-13
390.03
NM
NM
NM
NM
NM
NM
0.50
389.53
-
-
-
Well not found
MW-26D
Deep
4/6/2011
55-65
389.88
NM
NM
NM
NM
NM
NM
0.00
389.88
Well not found
BTMW-1
Shallow
Unknown
17-27
431.43
21.55
409.88
21.24
410.19
NM
NM
NM
NM
Well not found
BTMW-2
Shallow
Unknown
17-27
426.59
18.78
407.81
19.13
407.46
NM
NM
NM
NM
Well not found
WSW #1
Deep
Unknown
I Unknown
Located on NW corner of property
WSW #2
Deep
Unknown
1 76 - 305
West of former building pad
Notes: Baseline data entered by: K. Casey 8/29/2018
All units are in feet
amsl - above mean sea level
btoc - below top of casing
DTW - depth to water
NM - not measured

CLIENT
GUILFORD MILLS
JOB #
G-5878A
BORING #
MW-1
SHEET
1 OF 1
PROJECT NAME
ARCHITECT -ENGINEER
LTD
GUILFORD FIBERS PLANT
SITE LOCATION
CALIBRATED PENETROMETER
FUQUAY—VARINA,
NORTH CAROLINA
1 2 TONS/FT.8 4 5+
DESCRIPTION OF MATERIAL
PLASTIC WATER LIQUID
LIMIT 7. CONTENT LIMIT' 7.
X--------- --------- 0
z
F
c
z
m
a
a
ENGLISH UNITS
x
10 20 30 40 50+
STANDARD PENETRATION
® BLOWS/Fr.
10 20 30 40 50+
a
a
I
a
Ia
a
V2
� d
w >
F
w
0
ow432.9
a
SURFACE ELEVATION
0
Grass, Roofs and Topsoil (SM)
Orange Tan Brown Clayey Fine
SAND (SC)
430
PID = 98.5 (ppm}
5-
Tan Brown Clayey Fine SAND, Wet
-
(SC)
425
PID = . 5.0 (ppm)
10
Tan Brown Clayey Fine SAND, Wet
(SC)
420
END OF BORING @ 13.0'
15
415
20
410
25
405
30
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN -SITU THE TRANSITION MAY BE GRADUAL
S
Q WL WS OR ®
BORING STARTED Q 7— O 2— O 2
WL(AB) ®WL(AC)
i
BORING COMPLETED 0 7 — 0 2 — 0 2
CAVE IN DEPTH g
f 1- WL 4.6 7'
RIG FOREMAN S A E D A C C O
DRILLING METHOD H S A

0
s
i
0
CLIENT
GUILFORD MILLS
JOB #
G-5878A
BORING #
MW-2
SHEET
1 OF 1
MLTD
PROJECT NAME
ARCHITECT -ENGINEER
GUILFORD FIBERS PLANT
SITE LOCATION
FUQUAY—VARINA,
NORTH CAROLINA
z
o
w
F
w
-4- CALIBRATED PENETROMETER
TONS/FT.2
1 2 3 4 5+
�
F
a
o
z
a
z
w_
a
a
ro
DESCRIPTION OF MATERIAL
ENGLISH UNITS
PLASTIC WATER LIQUID
LIMIT 7. CONTENT 7. LIMIT %
---------------
10 20 30 40 50+
STANDARD PENETRATION
® BLOWS/FT.
10 20 30 40 50+
SURFACE ELEVATION
432.9
Grass, Roots and Topsoil (SM)
430
PID = 27.5 (ppm)
Tan Brown Orange Slightly
Clayey Fine SAND (SC)
5
Orangish Tan Brown Clayey Fine
SAND (SC)
PID = 15.7:(ppm)
425
Orangish Tan Brown Clayey Fine
10
SAND, Moist (SC)
420
PID = 50.0:(ppm)
15
Orangish Tan. Brown Clayey Fine
SAND, Wet (SC)
415
END OF BORING @ 18.0'
20
410
25
405
30
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN -SITU THE TRANSITION MAY BE GRADUAL
7WL WS OR ®
BORING STARTED 07-02-02
WL(AB) ZWL(AC)
BORING COMPLETED 0 7 — 0 2 — 0 2
CAVE IN DEPTH
T WL 1 4.0 4'
RIG FOREMAN S A E D A C C O
DRILLING METHOD H SA

CLIENT
GUILFORD MILLS
JOB #
G-5878A
BORING #
MW-3
SHEET
1 OF 1
�.T®
-PROJECT NAME
ARCHITECT -ENGINEER
GUILFORD FIBERS PLANT
SITE LOCATION
--0 - CALIBRATED PENETROMETER
FUQUAY—VARINA,
NORTH CAROLINA
1 2 TON53FT 2 4 5+
z
DESCRIPTION OF MATERIAL
PLASTIC WATER LIQUID
LIMIT 7 CONTENT 7. LIMIT Z
w_
X--------�---------- A
x
o
z
a
a
ENGLISH UNITS
z
it
10 20 30 40 50+
STANDARD PENETRATION
® BLOWS/FT.
a
x
w >
w
SURFACE ELEVATION 430.4
0
x
10 20 30 40 50+
Grass, Roots and Topsoil (SM)
430
Orangish Brown Slightly Clayey
Fine SAND (SC)
PID = 11.5 .(ppm)
5
Pinkish Tan Slightly Clayey
425
Fine SAND (SC)
PID = : 35.5 :(ppm):
10
Pinkish Tan Slightly Clayey
420
Fine SAND, Moist (SC)
PID = 30.5 (ppm)
15
-
Pinkish Tan Slightly Clayey
415
Fine SAND, Wet (SC)
END OF BORING @ 18.0'
20
410
25
405
30
9
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN -SITU THE TRANSITION MAY BE GRADUAL
!Z WL WS OR ® BORING STARTED Q 7 — O Z — 0 2
Y WL(AB) ZWL(AC)
- -
BORING COMPLETED 7 — 0 2 — 0 2
CAVE IN DEPTH
1 t� rj7'
RIG FOREMAN SAEDACCO
DRILLING METHOD HSA

CLIENT
GUILFORD MILLS
JOB #
G-5878A
BORING #
MW-4
SHEET
1 OF ET
93LT®
PROJECT NAME
ARCHITECT -ENGINEER
GUILFORD FIBERS PLANT
SITE LOCATION
-O- CALIBRATED PENETROMETER
FUQUAY-VARINA,
NORTH CAROLINA
1 2 TONS3FT 2 4 5+
DESCRIPTION OF MATERIAL
PLASTIC WATER LIQUID
LIMIT % CONTENT % LIMIT X
X--------- --------- 0
v
w
U
F
d
z
a
x
ENGLISH UNITS
z
0
10 20 30 40 50+
STANDARD PENETRATION
(2)BLOWS/FT.
w
a
w >
� w
SURFACE ELEVATION 438.4
0
k10
20 30 40 50+
Grass, Roots and Topsoil (SM)
Orange Tan Brown Slightly
Clayey SAND (SC)
435
PID = 195.0: (ppm)
5-Orange
Tan Brown Slightly
Clayey SAND (SC)
PID = : 50.0 :(ppm):
430
Brown Slightly Clayey SAND,
10
Moist to Wet (SC)
PID = : 56.0 :(ppm):
425
-
Gray CLAY, Wet (CL)
15
END OF BORING @ 17.0'
420
20
415
25
410
30
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN -SITU THE TRANSITION MAY BE GRADUAL
WL WS OR
BORING STARTED O 7- O Z- O 2
Y WL(AB) T_WL(AC)
BORING COMPLETED 0 7 — O 2 — 0 2
CAVE IN DEPTH
�wL 14.1 7'
RIG FOREMAN SAEDACCO
DRILLING METHOD HSA

.CLIENT
GUILFORD MILLS
JOB #
G-5878C
BORING #
MW-5
SHEET
1 OF 1
PROJECT NAME
ARCHITECT -ENGINEER
MiNuD
GUILFORD FIBERS PLANT
SITE LOCATION
-O- CALIBRATED PENETROMETER'
FUQUAY-VARINA,
NORTH CAROLINA
1 2 TONS3FT 2 4 5+
z
DESCRIPTION OF MATERIAL
PLASTIC WATER LIQUID
LIMIT % CONTENT % LIMIT %
X---------I* -----------
m
o
z
ENGLISH UNITS
z
10 20 30 40 50+
STANDARD PENETRATION .
® BLOWS/FT.
w
a
N
w >
w
SURFACE ELEVATION 435.9
0
x
10 20 30 40 50+
Grass, Roots, Topsoil (TS)
435
FID = : 3.7 (ppm)
PID = : 45.0 (ppm)
Tan Brown Slightly Clayey SILT,
Moist (ML)
FID =:7.3' (ppm)
PID = 65.0 (ppm)
Red and Brown Clayey Fine SAND,
5
Moist (SC)
Red Brown Clayey Medium to Fine
430
FID = 35.0 .(ppm):
SAND, Moist (SC)
PID =.75.0 :(ppm).
FID='230.G (ppm)
Red Brown Cla ey Medium to Fine
SAND, Wet (SC�
10
PID = ; 50.0 ;(ppm).
425
Gray CLAY, Moist (CL)
FID = 150.0 (ppm)
PID = 41.0 (ppm).
15
420
END OF. BORING @ 17.5'
20
415
25
410
30
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN -SITU THE TRANSITION MAY BE GRADUAL
�5
Sz WL WS OR'®
BORING STARTED 0 3- 1 0- 0 3
Y WL(AB) ®WL(AC)
BORING COMPLETED 0 3 -10 - 0 3
CAVE IN DEPTH
WL
RIG FOREMAN SAEDACCO
DRILLING METHOD GEOPROBE/AUGER

JOB NAME: GUILFORD FIBERS PLANT
WELL NUMBER: MW-5
LOCATION: FUQUAY-VARINA, NORTH CAROLINA
INSTALLATION DATE: 3/10/03
GROUND SURFACE
CONCRETE
LOCKABLE CAP
GROUT
8-INCH DIA. BOREHOLE
2-INCH DIA. SCH. 40 PVC RISER
BENTONITE SEAL
(3.5-5.5 FT.)
SAND PACK
2-INCH DIA. SCH. 40 PVC SCREEN
(01-INCH SLOTS)
BOTTOM
NOTE: ALL PVC JOINTS ARE
FLUSH THREADED
JOB NUMBER: G-5878C
.COVER ASSEMBLY WITH
REMOVABLE STEEL COVER
DEPTH TO
BASE OF
GROUT
3.5 FT.
DEPTH TO
TOP OF
SAND
5.5 FT.
If TOTAL
DEPTH
OF WELL
17.5 FT.
SCREENED
INTERVAL
7.5-17.5 FT.
tit;
ENGINEERING
CONSULTING
SERVICES,LTD
TOTAL
DEPTH OF
BOREHOLE
17.5 FT.
MONITORING
WELL
CONSTRUCTION DIAGRAM

2, WELL LOCATION:
Nearest Town: `� `���y �� tI Q County
(StreetNarne, Numbers, Community, Subdivision, Lot No., Zip Code)
3. OWNER: 10 -M
Address i
(Street or Route No.)
Ctry or To State lap Code
_ Y>slo"115J
Area code- Phone number
4 DATE DRILLED a! JO D `�
5. TOTAL DEPTH: l -I 11-)-
6: DOES WELL REPLACE EXISTING WELL? YES ❑ NO f
7. STATIC WATER LEVEL Below Top of Casing: j �_—
FT.
J i.+ (Use "+" if Above Top of Casing)
8. TOP OF CASING IS ' e GvJ Fr. A+ov'6 Land Surface*
*Top of casing terminated attor below Iand surface requires a
variance in accordance with 15A NCAC 2C .0118.
9. YIELD (gpm): METHOD OF TEST
10. WATER ZONES (depth): i13 14
11. DISINFECTION: Type Amount
. Wall Thickness
12CASING:
Depth I( Diameter orWeipurr. tvfal
From b_ To �1 l �-
From — To Ft.
From _ To — Ft.
13. GROUT:,; „ DepthMaterial Method � , , it�nz�,
From L Ft
0 TJ
From To _ Ft
14. SCREEN: : Depths / Diameter Slot Size Material
From '"1 �a To Fi min. �C� in.
Fr To— Ft in, in.
15. /GRAVEL PACK: Size E
Depth Sy
Ft 5 A+�1
From To _ TL —
`�-
Topographi d settin
ORidge ❑Slope ElValley Flat
(check appropriate box)
Latitude/longitude of well location
(degces/minutes/swonds)
Latitude/longitude source:OGPSOTopographic map
(check box)
DEPTH DRILLING LOG
From To Formation De cription
LOCATION SKETCH
Show direction and distance in mites from at least
two State Roads or County Roads. Include the road
numbers and common road names.
16. REMARKS: A
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTEDM.--n-L A IN. - D CO BEEN PROVIDR-DANCB WITH ED TO AC 2C, OWNER
CONSTRUCTION STANDARDS, AND THAT A COPY 0 ? i
.. w 'DATE,..
SIGNATURE ® ERSON CONSTRUCTING THE WELL
on of Water Quality, Groundwater Section,1636 Mail Service Center -Raleigh,
Submit the original to the DivisiNC
OW-1 REV. 07/2001
27699-1636 Phone No. [phone], within 30 days.

CLIENT
GUILFORD MILLS
JOB #
G-5878C
BORING #
MW-5D
SHEET
1 OF 2
!LCSLTE)
PROJECT NAME
ARCHITECT -ENGINEER
GUILFORD FIBERS PLANT
SITE LOCATION
-4- CALIBRATED PENETROMETER
FUQUAY—VARINA,
NORTH CAROLINA
1 2 TONS3FT 8 4 5+
z
DESCRIPTION OF MATERIAL
PLASTIC WATER LIQUID
LIMIT Z CONTENT 7. LIMIT %
cWi
X--------- ---------
_
F
o
z
a
tt
ENGLISH UNITS
z
0
10 20 s0 40 50+
w
a
°
w >
w
STANDARD PENETRATION
® BLOWS/FT.
w
SURFACE ELEVATION 435.9
0
N
10 20 30 40 50+
Grass, Roots, Topsoil (TS)
435
FID = :3.7 (ppm)
Tan Brown Slightly Clayey SILT,
PID = 45.0 (ppm)
Moist (Man
FID = :7.3 (ppm)
PID = : 65.0 ;(ppm)
Red and Brown Clayey Fine SAND,
5
Moist (SC)
430
FID = 35.0 {ppm):
Red Brown Clayey Medium to Fine
SAND, Moist (SC)
PID = : 75.0 ;(ppm)
Red Brown Medium to Fine
Clayey
SAND, Wet SC
FID = :230.0 (ppm)
10
PID = : 50.0 :(ppm)
425
Gray CLAY, Moist (CL)
FID = : 150.0 (ppm)
PID = : 41.0 :(ppm}
15
420
FID = : 160 (ppm) .
Gray CLAY, Moist (CL)
PID = 30 (ppm)
FID = : 165 ppm):
Gray CLAY, Moist (CL)
20
PID = 28 (ppm)
415
FID = 450 (ppm)
Grayish Green Clayey Medium to
Fine SAND, Wet (SC)
PID = 35 (ppm)
FID = 600 (ppm)
Tan and Grayish Green Slightly
Clayey Medium to Fine SAND, Wet
PID = 25 (ppm)
25
(SP)
FID = 35 (ppm)
Tan and Gray Fine Sandy CLAY,
410
PID =:45 (ppm)
Moist (CL)
Orange and Gray Fine Sandy CLAYA_
Oran
30
ON NEXT PAGE.
CONTINUED
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN -SITU THE TRANSITION MAY BE GRADUAL
A L WS OR ®
BORING STARTED 0 3— 1 1— 0 3
7_WL(AB) ZWL(AC)
BORING COMPLETED p 3 —17 — 0 3
CAVE IN DEPTH
WL
RIG FOREMAN SAEDACCO
DRILLING METHOD GEOPROBE/AUGER

CLIENT
GUILFORD MILLS
JOB # I
G-5878C
BORING #
MW-5D
SHEET
2 OF 2
wiD
PROJECT NAME
ARCHITECT -ENGINEER
GUILFORD FIBERS PLANT
SITE LOCATION
-O- CALIBRATED PENETROMETER
FUQUAY-VARINA,
NORTH CAROLINA
1 2 TONS3FT 2 4 5+
DESCRIPTION OF MATERIAL
PLASTIC WATER LIQUID
LIMIT % CONTENT % LIMIT y
X--------- ---------
Eq
a
o
z
a
ENGLISH UNITS
x
F
10 20 30 40 50+
STANDARD PENETRATION
® BLOWS/FT.
w
a
w
SURFACE ELEVATION 435.9
30
w
10 20 30 40 50+
Orange and Gray Fine Sandy CLAY
(
405
Tan and Gray Fine Sandy CLAY
(CL)
3
400
Partially Weathered Rock
40
sampled as Red and White Coarse
to Fine SAND With Rock
395
Fragments (PWR)
END OF BORING @ 42.0'
45
390
50
385
55
380
60
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN -SITU THE TRANSITION MAY BE GRADUAL
Q Q WL WS OR ®
BORING STARTED 0 3 —1 1— 0 3
7_ WL(AB) 1_WL(AC)
i
BORING COMPLETED 0 3 _ 1 7 _ 3
CAVE IN DEPTH
VWL
6
RIG FOREMAN SAEDACCO
DRILLING METHOD GEOPROBE/AUGER

JOB NAME: GUILFORD FIBERS PLANT
WELL NUMBER: MW-5D (VERTICAL EXTENT)
LOCATION: FUQUAY-VARINA, NORTH CAROLINA
JOB NUMBER: G-5878C
INSTALLATION DATE: 3/17/03
COVER ASSEMBLY WITH
REMOVABLE STEEL COVER
GROUND SURFACE
CONCRETE
LOCKABLE CAP
GROUT
10-INCH DIA. BOREHOLE---------m-
DEPTH TO
BASE OF
2-INCH DIA. SCH. 40 PVC RISER--
GROUT
28.0 FT.
DEPTH TO
6-INCH DIA. SCH. PVC RISER
27.0 FT.
TOP OF
SAND
3 2. 0 FT.
g
*g
TOTAL
oo
DEPTH
BENTONITE SEAL
(28.0-32.0 FT.)
OF
42.0
WELL
FT.
SAND PACK
2-INCH DIA. SCH. 40 PVC SCREEN
(01-INCH SLOTS)
BOTTOM
NOTE: ALL PVC JOINTS ARE
FLUSH THREADED
AVV&
ENGINEERING
CONSULTING
SERVICES,LTD
I
SCREENED INTERVAL
37.0-42.0' FT.
TOTAL
DEPTH OF
BOREHOLE
42.0 FT.
MONITORING WELL
CONSTRUCTION DIAGRAM

2. WELL LOCATION:y
Nearest Town: q`4 �i _County
� SS
(Street Name, Numbers, Community, Subdivision, Lot No., Zip Code)
4)
3. OWNER: 122
Address
(Street or Route No.)
City or To state Zip Code
Area, code- Phone number �� nn��
4. DATE DRILLED '"' 11
5. TOTAL DEPTH:_______ '
6.` DOES WELL REPLACE EXISTING.WELL? YES ❑ NO 'a
7. STATIC WATER LEVEL Below Top of Casing: �,—I"T•
d (Use "+" if Above Top of Casing)
S. TOP OF CASING IS V It7Q FT' Abeve Land Surface*
*Top of casing terminated atlor below land surface requires it
variance in accordance with 15A NCAC 2C .0119.
9. YIELD (gpm): _ M E71OD OF TEST
10. WATER ZONES (depth): =6--fix
Topographic/Land settin�M/at
ORidge ❑Slope OValley
(check appropriate box)
Latitudellongitude of well location
(degrczs/minutes/scconds)
Latitude/longitude source:OGPSOTopographic map
(check box)
DEPTH DRILLING OG
From Too, Fo M�OnDescription
11. DISINFECTION: Type Amount _______
. Wall Thiclrness
12CASING:
Diameter orWeight/Ft. PUyal
From Tom (t Ft .1
From To Ft. —
From To— Ft.— — Method
13. GROUT: I Depth Maw
From ^'T To i L Ft. -----
From To— FL
Diameter Slot Size Material
14. SCREEN: DeP t 10 in
From - To `9 Ft _ Zin.
Fr
To Ft in. in
15. !GRAVEL PACK:
ize Mat"
Depth 5.� +.�.
Ft. —
From To _ FJf
16. REMARKS: DANCE WnH WELL
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED
IN ADCCO BEEN PRO ED TO'� ANCAC WELL OWNER
CONSTRUCTION STANDARDS, AND THAT A COPY OF ,� L!
! DATE ..
SIGNATURE 0 'ERSON CONSTRUCTING TEE WELL
Summit the original to the Division of Water Quality, Groundwater Section, Mail Service Center l R�EeVigO n001
27699-1636 Phone No. (919) 733-33221, within 30 days.
LOCATION SKETCH
Show direction and distance in miles from at least
two State Roads or County Roads. Include the road
numbers and common road names.

CLIENT
JOB #
BORING #
SHEET
GUILFORD MILLS
G-5878C
MW-6
1 OF 1
PROJECT NAME
ARCHITECT -ENGINEER
!LC&TI)
GUILFORD FIBERS PLANT
SITE LOCATION
-Q- CALIBRATED PENETROMETER
FUQUAY-VARINA,
NORTH CAROLINA
TONS3FT 2
1 2 4 5+
DESCRIPTION OF MATERIAL
PLASTIC WATER LIQUID
LIMIT % CONTENT 7 LIMIT 7.
WX
--------- a-----------o
E
v
W
�Uj
E
v
F
o
z
a
ENGLISH UNITS
z
o
10 20 30 40 50+
STANDARD PENETRATION
BLOWS/Fr.
W
a
w
a
W
SURFACE ELEVATION
417.4
0
10 20 30 40 50+
Grass, Roots, Topsoil (TS)
FID = : 0.0 (ppm)
Brown Fine Sandy CLAY (CL)
415
PID = 0.3 (ppm) .
5
Brown and Red Fine Sandy CLAY
(CL)
FID = : 1.0 (ppm)
PID = 0.7 (ppm)
410
Red Brown and GraySlightly
FID = .3.0 (ppm)
Micaceous CLAY
10
,(CL
PID = : 1.0 (ppm)
Red Brown and Gray Slightly
Sandy CLAY (CL)
405
FID = 2.0 (ppm)
PID = 1.0 (ppm)
15
Red Brown and Gray Slightly
Sandy CLAY (CL)
FID = 45.0 :(ppm):
400
PID = 0.3 (ppm)
20
END OF BORING @ 20.0'
395
25
390
30
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN -SITU THE TRANSITION MAY BE GRADUAL
7 WL WS OR ®
BORING STARTED Q 3— 1 O— O 3
V. WL(AB) iWL(AC)
BORING COMPLETED 0 3 -10 - 0 3
CAVE IN DEPTH
S-�
RIG FOREMAN SAEDACCO
DRILLING METHOD GEOPROBE/AUGER

JOB NAME: GUILFORD FIBERS PLANT
WELL NUMBER: MW-6
LOCATION: FUQUAY-VARINA, NORTH CAROLINA
INSTALLATION DATE: 3/10/03
GROUND SURFACE
77-7
CONCRETE
LOCKABLE CAP
GROUT
8—INCH DIA. BOREHOLI
2—INCH DIA. SCH. 40 PVC RISEI
BENTONITE SEAL
(6.0-8.0 FT.)
SAND PACK
2—INCH DIA. SCH. 40 PVC SCREEN
(.01—INCH SLOTS)
BOTTOM
NOTE: ALL PVC JOINTS ARE
FLUSH THREADED
JOB NUMBER: G-5878C
'COVER ASSEMBLY WITH
REMOVABLE STEEL COVER
DEPTH TO
BASE OF
GROUT
6.0 FT.
DEPTH TO
TOP OF
SAND
8.0 FT.
TOTAL
DEPTH
OF WELL
20.0 FT.
i
SCREENED
INTERVAL
10.0-20.0 FT,
JILTD
ENGINEERING
CONSULTING
SERVICES,LTD
TOTAL
DEPTH OF
BOREHOLE
2 0. 0 FT.
MONITORING WELL
CONSTRUCTION DIAGRAM

1.
WELL USE (Check Applicable Box): Residential ElMunicipal/Pubiie ❑ Industrial ❑ Agricultural ElMonitoring' Recovery ❑ Heat Pump Water Injection El Other ❑' If Other, List Use
2. WELL LOCATION:
Nearest Town: U N &A Q, County
Nr�✓� 1 �S
(Street Name, Numbers, Community. Subdivision, La No, Zip Code)
3. OWNER
Address
(Street or Route No.)
City or To State Zap Code
Area code- Phone number vn to fir..
4. DATE DRILLED
5. TOTAL DEPTH:
6: DOES WELL REPLACE EXISTING WELL? -YE O NO El'
7. STATIC.WATER LEVEL Below Top of Casing:
(Use "+" if Above Top of Casing)
S. TOP OF CASING ISI"
61ou) FT. Above Land Surface*
*Top of casing terminated attor below land surface requires a
variance in accordance with 15A NCAC 2C .0118.
9. YIELD (gpm): — METHOD OF TEST
10, WATER ZONES (depth): x
11. DISINFECTION: Type Amount
12 CASING: Wall Thickness
Topogmphicamd Setting
®Ridge OSlope ElValley Flat
(check appropriate box)
Latitude/longitude of well location
(degrees/mimites/seconds)
Latitude/longitude source. [30PS❑Topographic map
(check box)
DEP DRILLING LOG
From To Formapon Description
LOCATION SKETCH
Show direction and distance in miles from at least
two State Roads or County Roads. Include the mad
�p t Diameter or Weight/Ft.Maw � numbers and common road names.
U,�--�------
From� To IL Ft.
From —To —Ft.
Flom ' — To Ft — �—
epth Mater Method
13. F�Om_Do,�Ft Di i'�c! ay�;
From To Ft
14. SCREEN: \ Depth / Diameter Slot Size Material
From �C To� Ft. .`Z- ul• �i in.
From.._ To Ft in. in.
15. J/GRAVEL PACK:
{h, Size Mat
l Depth c ,
FroTo
From To Ft
16. REMARKS:
, WELL
I DO HEREBY CERTffY THAT T COPY OF IHIL WAS S�RECORD D IN CO BEEN PRO RDANCE WrM ED TO THECWELL OWNER
CONSTRUCTION STANDARDS, 7 ' 1 C} 3
F
SIGNATURE 0 MON CONSTRUCTING THE WELL DATE..
Submit the original to the Division of Water Quality, Groundwater Section,1636 Mail Service Center
Raleigh,
p7 20001
27699-1636 Phone No. [phone], within 30 days.

CLIENT
GUILFORD MILLS
JOB #
G-5878C
BORING #
MW-6D
SHEET
1 OF 2
PROJECT NAME
ARCHITECT -ENGINEER
LT9)
GUILFORD FIBERS PLANT
SITE LOCATION
CALIBRATED PENETROMETER
FUQUAY—VARINA,
NORTH CAROLINA
1 2 TONS3FT 2 4 5+
z
DESCRIPTION OF MATERIAL
PLASTIC WATER LIQUID
LIMIT 7. CONTENT 7. LIMIT 7:
UX
--------- 1----------
Ex
o
z
a
ENGLISH UNITS
z
10 20 30 40 50+
STANDARD PENETRATION
® BLOWS/FT.
w
aP.
N
w >
w
SURFACE ELEVATION 417.5
0
10 20 30 40 50+
Grass, Roots, Topsoil (TS)
FID =, 0.0 (ppm)
Brown Fine Sandy CLAY (CL)
415
PID =: 0.3 (ppm)
Brown and Red Fine Sandy CLAY
5
(CL)
FID = 1.0 (ppm)
PID = 0.7 (ppm)
410
Red Brown and Gra Slightly
Micaceous CLAY (CL�
FID = 3.0 (ppm)
10
PID = 1.0 (PPm)
FID =:2.0 (ppm)
Red Brown and Gray Slightly
Sandy CLAY (CL)
405
PID =: 1.0 (ppm)
Red Brown and Gray .Slightly
15
Sandy CLAY (CL)
FID =; 45.0 (ppm)
400
PID = 0.3 (ppm)
20
FID = 5.6 m
(PP ):
Oran e to Gray Clayey Fine SAND
9 Y Y Y
(SC)
PID =: 1.8 (ppm)
395
25
FID =:5.8 ('ppm)
Tan and Gray Medium to Fine
SAND (SP)
PID = 0.4 m
(PP ) .
390
FID = 4.0 (ppm)
PID = 2.0 (ppm)
Tan and Gray Coarse to Fine
SAND (SW)
�'•`"
FID = 4.75 (PPm)
Gray Fine Sandy CLAY (CL)
30
PID = 1.0 (:ppm)
ON NEXT PAGE.
CONTINUED
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN —SITU THE TRANSITION MAY BE GRADUAL
J WL WS OR ®
BORING STARTED 0 3— 1 2— 0 3
o WL(AB) TWL(AC)
BORING COMPLETED 0 3 — 1 2 — 0 3
CAVE IN DEPTH
WL
RIG FOREMAN S A E D A C C 0
DRILLING METHOD GEOPROBE/AUGER

CLIENT JOB # BORING #
GUILFORD MILLS. G-5878C MW-6D
PROJECT NAME ARCHITECT -ENGINEER
GUILFORD FIBERS PLANT
SITE LOCATION
FUQUAY-VARINA, NORTH CAROLINA
z DESCRIPTION OF MATERIAL
zyU
W 6 v
w z a a ENGLISH UNITS
a a a a SURFACE ELEVATION
30 V ul 417.5
Gray Fine Sandy CLAY (CL)
Gra and Tan Clayey Fine SAND
(SC�
3
Gra and Tan Clayey Fine SAND
(SC�
40
END OF BORING @ 42.0'
m
50
5
2 G.
385
:•
375
370
365
360
SHEET
2 OF 2 MUD
-0- CALIBRATED PENETROMETER
TONS/FT, 2
1 2 3 4 5+
PLASTIC WATER LIQUID
LIMIT % CONTENT 7 LIMIT 7.
x_- ------- 0----------- A
10 20 30 40 50+
® STANDARD PENETRATION
BLOWS/FT.
10 20 30 40 50+
TO WET FOR:TVA SCREENING
0
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN -SITU THE TRANSITION MAY BE GRADUAL
WS OR ED BORING STARTED
03-12-03
® WL(AB) ZWL(AC) BORING COMPLETED
0 3- 1 2- 0 3 CAVE IN DEPTH
S RIG FOREMAN S A E D A C C O DRILLING METHOD
`~ GEOPROBE/AUGER

JOB NAME: GUILFORD FIBERS PLANT
WELL NUMBER: MW-6D (VERTICAL EXTENT)
LOCATION: FUQUAY-VARINA, NORTH CAROLINA
OUND SURFACE
CONCRETE
LOCKABLE CAP
GROU'
10-INCH DIA. B
2-INCH DIA. SCH. 40 PVC RISER
6-INCH DIA. SCH. PVC RISER
30.0 FT.
BENTONITE SEAL
(28.0-32.0 FT.)
SAND PACK
2-INCH DIA. SCH. 40 PVC SCREEN
(01-INCH SLOTS)
BOTTOM
NOTE: ALL PVC JOINTS ARE
FLUSH THREADED
JOB NUMBER: G-5878C
INSTALLATION DATE: 3/18/03
_COVER ASSEMBLY WITH
REMOVABLE STEEL COVER
1�
DEPTH TO
BASE OF
GROUT
28.0 FT.
DEPTH TO
TOP OF
SAND
32.0 FT.
TOTAL
DEPTH
OF WELL
42.0 FT.
TOTAL
DEPTH OF
BOREHOLE
42.0 FT.
MONITORING WELL
CONSTRUCTION DIAGRAM
ENGINEERING
CONSULTING
SERVICES,LTD

,a
4
WELL CONSTRUCTION RECORD
Division of Water Quality -Groundwater Section
North Carolina.- Department of Environment and Natuial.Resourc
CERTMCANI N a
WELL CONTRACTOR (INDIVIDUAL)' NAME iP�t) p PHONE #
WELL CONTRACTOR COMPANY NAME OCIATED WQ PERAUXIF
STATE WELL CONSTRUCTION PERMTr# i f liable) .
Applicable Box): Residential ❑ MunicipalTublIc ❑ Industrial ❑ Agricultural ❑
1, WELL USE (Check APP Heat Pump Water Injection ❑ Other 13 If Other, List Use
Monitoring Recovery
Topogmphic/Land setting
2. WELL LOCATION: Midge []Slope ®Valley at
Nearest Town: t � � � County (check appropriate- box)
Latitude/longitiide of well location
unity, Subdivision, Lot No., zip code)
(str�tName,N,,mbers,Comm tY, (de/minutes/seconds)
3. OWNER: �` t�` I,atitude/longitude source- ❑GPS®Topographic map
Address � � I (check box)
^�
(street or Route No.) DEP DRILLING
� AP' From To Forma ion Description
City or To stateO LLiZip�--i N
Area codo- Phone number `{ n..1 ryll �lj
4. DATE DRILLED I t i V4j1��.4 cvv J
5. TOTAL DEPTH: J
6: DOES WELL REPLACE EXISTING WELL? YES ❑ NO
7. STATIC WATER LEVEL Below(U e " of Ab Casing: op of--�cwing)
ac -
8. TOP OF CASING IS 0 '_'FT. 9°`e Land Surface*
*Top of casing terminated attor below land surface requires a
variance in accordance with 15A NCAC 2C .0118.
9 YIELD (gym); MEjOD OF TEST
ON STC
10. WATER ZONES (depth): LOCATIKEH
Amount _____ ____ -- Show direction and distance in miles from at least
two State Roads or County Roads. Include the road
11. DISINFECTION: Type Wall Thickness
12. CASING: tlFt. Material numbers and common road names.
Diameter or Weigh p U i _FtP�f��
From =�-.. To (O"
From_ To — Ft
From To — Ft Method
13. GROUT: it Dept c Material
From ToFt. --
From_ To— Ft. ----------'
Diameter Slot Size Meal
14. SCREEN' DeP f0 in. �L7�
From
F
To Ft. in.
r — M. —
15. /GRAVEL PACK: sizeMat .
From �J _Tod �- F
From_ To — .
16. REMARKS:`'
REBY CERTIFY THAT THI, WELL
S WELL WAS CONSTRUCTED IN ACCORDANCE PROVMED TO'IC�L OWNER
I DO HE
CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS RECORD t
' DATE
SIGNATURE 0 ERSON CONSTRUCTING THE WELL..
al to the Division of Water Quality, Groundwater Section, Mail Service Center -R V. 0 /2001
Submit the origin GW-1 REV.
27699-1636 Phone No. (919) 733-3ni, within 30 days.

AMEG Earth & Environmental, Inc.
amed - BORING LOG
BoringNVell No.: MW-6DD
Site Name: Former Guilford Mills Facility
Date: 3/18/09
Location: Fuqua-Varina, North Carolina
Job No.: 561460000
Sample Method: Cutting Observation
AMEC Rep: Katie Lippard
Drilling Method: Air Rotary
Remarks:
Depth
(ft BLS)
FID Reading
(ppm)
Blow Counts
Soil/Lithologic Description
0'- 15'
Red brown clayey fine SAND with silt, moist.
15' - 53,
Orange brown clayey fine SAND with silt, moist.
41'
3
53'
0(PID)
53' - 68'
Partially weathered rock (PWR)
68' - 162'
Competent bedrock, gray MUDSTONE
68' - 72'
Cray MUDSTONE, rock fragments.
74' - 77'
Fracture zone
78`
Same rock type - producing water
83'
Same rock type - MUDSTONE
85'
Harder drilling, slow drilling rate.
90,
Quartz and feldspar rock fragments potentially granite intrusive.
95' - 162'
Gray MUDSTONE and rock fragments, no fractures present.
104'
3.2
Gray MUDSTONE
110'
3.4
Gray MUDSTONE
120,
3.4
Gray MUDSTONE
127'
1.2
Gray MUDSTONE
136'
2.2
Gray MUDSTONE
145'
2.4
Gray MUDSTONE
155'
2.5
Gray MUDSTONE
Bottom of boring at 162 ft bls.
WELL CONSTRUCTION DFTAIL cif Applicable)
Well Type/Diameter: PVC ! 2"
Outer Casing Interval: 0 - 68'
Total Depth: 78'
Outer Casing Diameter: 6"
Screen Interval: 73' - 78'
Bentonite Interval: 65' - 70'
Sand Interval: 70' - 78'
Slot Size: 0.01"
Grout Interval: 0 - 65'
IStatic Water Level: 7.5 btoc

NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 3307
1. WELL CONTRACTOR:
Tommy Bolyard
Well Contractor (individual) Name
Environmental Drilling & Probing Services, LLC (EDPS)
Well Contractor Company Name
STREET ADDRESS 17538 Greenhill Road
Charlotte INC 28278
City or Town State Zip Code
70( 4 )- 607.7529
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable) MW-6DD
STATE WELL PERMIT#(if applicable) NA
DWQ or OTHER PERMIT #(if applicable) NA
WELL USE (Check Applicable Box) Monitoring ® Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery D Injection ❑
Irrigation❑ Other D (list use)
DATE DRILLED 3/20109 and 3/26/09
TIME COMPLETED NA AM ❑ PM D
3. WELL LOCATION:
CITY: Fuquay-Varina COUNTY
200 Dickens Road, Fuquay-Vadna
(Street Name, Numbers, Community, Subdiusion, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
DSlope ❑Valley MFlat ❑Ridge ❑ Other
(check appropriate box)
LATITUDE 3 NA May be in degrees,
""— — minutes, seconds or
LONGITUDE NA in a decimal format
Latitude/longitude source: ❑GPS [3 Topographic map
(location of well must be shown on a USGS topo map and
attached to this form if not using GPS)
4. FACILITY• is the name of the business where the well is located.
FACILITY ID #(if applicable) NA
NAME OF FACILITY Former Guilford Mills Site
STREET ADDRESS 200 Dickens Road
Fuquay-Vadna NC
City or Town State Zip Code
CONTACT PERSON NA
MAILING ADDRESS NA
NA
City or Town State Zip Code
N( A )- NA
Area code - Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 78'
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO 9)
c. WATER LEVEL Below Top of Casing: NA FT,
(Use'+' if Above Top of Casing)
d. TOP OF CASING IS 0
FT. Above Land Surface
'Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): NA
METHOD OF TEST NA
f. DISINFECTION: Type
NA Amount NA
g. WATER ZONES (depth):
FrorrL NA To NA
From NA To NA
From NA To NA
From NA To NA
From NA To NA
FrorrL NA To NA
6. CASING:
Thickness/
Depth0
Diameter"
We 'S
Mat
From 68
FL
PVeal
From 73
To 0
Ft.
2"
sch.40
PVC
From
To
Ft.
7. GROUT:
Depth
Material
Method
From 71
To 69
Ft
Bentonite
Tremie
FrorrL 69
Tom- Ft.
Grout
Tremie
From
To
Ft.
8. SCREEN:
Depth
Diameter
Slot Size
Material
From 78
To 73
Ft.
2' in.
0.01 in.
PVC
From
To
Ft.
in.
in.
From
To
Ft.
in.
in.
9. SAND/GRAVEL PACK:
Depth
Size
Material
From 78
To 71
Ft. #2,med
Sand
From
To
Ft.
From
To
Ft.
10, DRILLING LOG
From To
Formation Description
0-78 (clay/silt)
11. REMARKS:
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, W ELL CON UCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEE IDEDTOTHEWE OWNER.
416109
SIGNATURE CERTIF W " RACR DATE
PRINTED NAME OF PER ON CON-STM ICTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., Form GW-1b
1617 Mail Service Center— Raleigh, NC 27699-1617 Phone No. [phone] ext 568. Rev. 7/05

CLIENT JOB # BORING # SHEET
GUILFORD DILLS, INC. G-58781­1MW-6A 1 OF 2
PROJECT NAME ARCHITECT -ENGINEER
GUILFORD FIBERS
SITE LOCATION
FUQUAY-VARINA, NORTH CAROLINA
DESCRIPTION OF MATERIAL
x ENGLISH UNITS
SURFACE ELEVATION 0—Light Brown, Sandy SILT
Red/ Tan/ Light Brown, Clayey
SILT
5 Red/ Tan/ Light Brown, Clayey
SILT
Gray/ Dark Red, CLAY
Gray/ Dark Red, CLAY
10-1 I I I1 Gray/ Dark Red, CLAY
Light Red/ Gray, Clayey SILT,
Wet
15
Light Brown/ Tan, Sandy SILT,
Wet
Light Brown/ Tan, Sandy SILT,
Wet
Light Brown/ Tan, Sandy SILT,
Wet
20
Light Brown, SILT, Wet
Light Brown/ Tan, SAND, Wet
25 Light Brown/ Tan, SAND, Wet
Light Brown, SAND, Wet
Dark Yellow, Coarse SAND
30 --— — — — — — — — — — — —
-<D- CALIBRATED PENETROMETER
TONS/FT.
1 2 3 4 6+
PLASTIC WATER LIQUID
LIMIT X CONTENT X LIMIT X
X---- ------ A
ROCK QUALITY DESIGNATION & RECOVERY
z RQD%- - - REC.%
20%-40%-60%-609-100%-
STANDARD PENETRATION
BLOWS/FT.
10 20 30 40 60+
FID = 0.0 (ppm)
FID = 0.0 (ppm)
FID = :0.0 (ppm)
FID = :1.18 (ppm)
FID = :0.0 (ppm)
FID = :1.06 (ppm):
FID = :4.56 (ppm):
FID = 1426 (ppm)
FID = :1017 :(ppm)
FID = :24.72: (ppm)
FID = :107 (ppm)
FID = :103 (ppm)
FID = 109 (ppm)
FID = 116 (ppm)
FID l21.67 (ppm) — — -
CONTINUED ON NEXT PAGE.
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN -SITU THE TRANSITION MAY BE GRADUAL
Q WL WS OR ® BORING STARTED 0 3 -1 1- 0 4
Y-WL(AB) TWL(AC) BORING COMPLETED 03- 1 1 -04 CAVE IN DEPTH
1WL RIG FOREMAN SAEDACCO DRILLING METHOD AUGER

CLIENT
JOB #
BORING #
SHEET
GUILFORD MILLS, INC.
G-5878H
MW-6A
2 OF 2
ns
PROJECT NAME
ARCHITECT -ENGINEER
GUILFORD FIBERS
SITE LOCATION
-0- CALIBRATED PENETROMETER
Toxs/ir.
FUQUAY—VARINA,
NORTH CAROLINA
1 2 3 4 5+
DESCRIPTION OF MATERIAL
WATER uQum
LW X
CONTENT X LIwT R
X------------�
ROCK QUALITY DESIGNATION & RECOVERY
w
..
x
ROD%- - � REC.%
ENGLISH UNITS
Z
44
20X-40X-60%-80%--100%-
SURFACE ELEVATION
STANDARD PENETRATION
BI.OWS/FP
® 20 30 40 50+
3
Gray, Sandy CLAY
END OF BORING @ 32.0'
3
n
50
9R
60—f-1 —'—
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN -SITU THE TRANSITION MAY BE GRADUAL
jZWL ws OR 4D BORING STARTED 03-1 1-04
T_WL(AB) TWL(AC) BORING COMPLETED 03-1 1-04 CAVE IN DEPTH
Qom, RIG FOREMAN SAEDACCO DRnlMG METHOD AUGER

JOB NAME: GUILFORD FIBERS
WELL NUMBER: MW-6A (TYPE III)
LOCATION: FUQUAY—VARINA, NORTH CAROLINA
INSTALLATION DATE: 3/11/04
GROUND
CONCRETE
LOCKABLE CAP
GROUT
10—INCH DIA.
2—INCH DIA. SCH. 40 PVC RISER
6—INCH DIA. SCH. 40 PVC RISER
21.0 FT.
2—INCH DIA. SCH. 40 PVC SCREEN
(01—INCH SLOTS)—
BENTONITE
SAND PACK
BOTTOM
* REFERENCED TO AN ASSUMED
SITE DATUM
NOTE: ALL PVC JOINTS ARE
FLUSH THREADED
JOB NUMBER: G-5878H
COVER ASSEMBLY WITH
REMOVABLE STEEL COVER
n�
DEPTH TO
TOP OF
BENTONITE
22.0 FT.
c for,=
TD
ENGINEERING
CONSULTING
SERVICES.LTD
DEPTH TO
TOP OF
SAND
24.0 FT.
7
SCREENED INTERVAL
26.0-31.0 FT.
TOTAL
DEPTH
OF WELL
31.0 FT.
TOTAL
DEPTH OF
BOREHOLE
31.0 FT.
MONITORING WELL
CONSTRUCTION DIAGRAM

ynWG,A
North Carolina - Department of Environment and Na 1 esources - Division of Water Quality - Groundwater Section �S
©'j1L CERTIFICATION #
WELL CONTRACTOR (INDIVIDUAL) NAME (print) �D
SQ p,,d Cl6 PHONE #
WELL CONTRACTOR COMPANY TIAME
ASSOCIATED WQ PERMIT#
STATE WELL CONSTRUCTION PERMIT# (if annlicable)
WELL USE (Check Applicable Box): Residential ❑ MunicipaLPublic ❑ Industrial ❑ Agricultural ❑
Monitoring-g Recovery O Heat Pump Water Injection ❑ Other ❑ If Other, List Use
2. WELL LOCATION:
LJl"Aay .y imeiN.4 County iv
Nearest Town: •
(Street Name,�Numbers, Community, Subdivision, Lot No., Zip Code)
3. OWNER: C► >✓ �QD �� �e
Address -: X
(Street or Route No.)
F'u u aY v-9eiN,9 IV61
cjity or Town State Zip Code
L--)"
Area code- Phone number
4. DATE DRILLED
5. TOTAL DEPTH:
6. DOES WELL REPLACE EXISTING WELL? YES Ol NO
7. STATIC WATER LEVEL Below op o ifasinAbovegop of Casing)
8. TOP OF CASING IS FT. Above Land Surface*
*Top of casing terminated atior below land surface requires a
variance in accordance with ISAMETHOD OF TEST
9. YIELD (gpm):
10. WATER ZONES (depth):
Topographic/Land setting
ORidge ❑Slope OValley )Flat
(check appropriate box)
Latitude/longitude of well location
(degrees/minutes/seconds)
Latitude/longitude source: OGPS❑Topographic map
(check box)
DEPTH DRIL7.ING LOG
From To ° . Formation Description
N r
11. DISINFECTION: Type
Amount
12. CASING:
Depth
Wall Thickness
Diameter or Weight/Ft. Material
_
From_f. ___To °
Ft. 02'`
S1 . MU—
From To
Ft
From To
13. GROUT: Depth
Ft.
Material
Method
From-_ To — 3—
Ft. �u'mb Jt J Jn J
��,�
From To
14. SCREEN: Depth
Ft.
Slot Size Material
Diameter
From­212L To 3 j ,_
FLU: in.
, () i 0 in. V%i
From To
Ft. in.
in.
15, SAND/GRAVEL PACK:
From' L To) °
Size
Ft. �—G
27-
Material
Frorn_ To
Ft,
CATION SKETCH
Show direction and distance in miles from at least
two State Roads or County Roads. Include the road
numbers and cgmmon road names.
* #Rw' 0
Y
Y r�
cr r
, b
a.
v
16. REMARKS: f��l�>d i ;�✓t �-4'
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH ISA NCAC 2C, WELL
CONSTRUCTION ST S, THAT A COPY OF THIS RECORD HAS BEEN PROVIDED TO THE WELL OWNER
SIGNATURE OF PERSON CONSTRUCTING THE WELL DATE
Submit the original to the Division of Water Quality, Groundwater Section,1636 Mail Service Center RBVgO NC
27699-1636 Phone No. [phone], within 30 days.
,d

CLIENT
GUILFORD MILLS
JOB #
G-5878C
BORING #
MW-7
SHEET
1 OF 1
PROJECT NAME
ARCHITECT —ENGINEER
LTD
GUILFORD FIBERS PLANT
SITE LOCATION
-O- CALIBRATED PENETROMETER
FUQUAY—VARINA,
NORTH CAROLINA
1 2 TONS3FT a 4 5+
z
DESCRIPTION OF MATERIAL
PLASTIC WATER LIQUID
LIMIT 77 CONTENT 7.' LIMIT %
wX
--------- a----------�
U
v
N
r]
F
o
z
a
ENGLISH UNITS
z
10 20 30 40 50+
STANDARD PENETRATION
® BLOWS/FT.
w
a
w y
w
w
SURFACE ELEVATION 409 4
0
10 20 30 40 50+
Grass, Roofs, Topsoil (TS)
FID = : 4.0 (.ppm)
PID=:25.0:(ppm)
Brown Clayey Fine SAND (SC)
405
Tan Red Brown Fine Sandy CLAY
5
(CL)
FID = . 6.3 (ppm)
PID =; 30.0 :(ppm)
FID =: 5.4 (ppm)
Tan Red Brown Fine Sandy CLAY
(CL)
400
PID =: 36.0:(ppm)
10
Tan Brown Slightly Clayey
Medium to Fine SAND (SC)
FID=:11.5:(ppm)
PID =: 43.0:(ppm)
395
FID =: 14.5 :(ppm)
Tan Brown Slightly Clayey
15
Medium to Fine SAND (SC)
PID =: 48.5:(ppm)
END OF BORING @ 16.0'
390
20
385
25
L380
30
n
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN -SITU THE TRANSITION MAY BE GRADUAL
0 WL WS OR PQD
BORING STARTED 0 3 -10 — 0 3
YWL(AB) TWL(AC)
i
BORING COMPLETED 0 3 — 1 0 — 0 3
CAVE IN DEPTH
RIG FOREMAN SAEDACCO
DRILLING METHOD GEOPROBE/AUGER

JOB NAME: GUILFORD FIBERS PLANT
WELL NUMBER: MW-7
LOCATION: FUQUAY-VARINA, NORTH CAROLINA
INSTALLATION DATE. 3/10/03
GROUND SURFACE
\�7 /\7�7
CONCRETE
LOCKABLE CAP
GROUP
8-INCH DIA. BOREHOLI
2-INCH DIA. SCH. 40 PVC RISET
BENTONITE SEAL
(1.5-3.0 FT.)
JOB NUMBER: G-5878C
.,COVER ASSEMBLY WITH
REMOVABLE STEEL COVER
DEPTH TO
BASE OF
GROUT
1.5 FT.
t
DEPTH TO
TOP OF
SAND
3.0 FT.
TOTAL
DEPTH
OF WELL
15.0 FT.
SAND PACK
2-INCH DIA. SCH. 40 PVC SCREEN SCREENED
(.01-INCH SLOTS) INTERVAL
5.015. 0 FT.
BOTTOM CAP
NOTE: ALL PVC JOINTS ARE
FLUSH THREADED
ENGINEERING
CONSULTING
SERVICES,LTD
TOTAL
DEPTH OF
BOREHOLE
15.0 FT.
MONITORING WELL
CONSTRUCTION DIAGRAM

WELL CONSTRUCTION RECORD
of Environment and Natural Resources - Division of W ater. Quality -Groundwater 5et;tron
North Carolina - Department,}Y ` r� CERTMCATION #
WELL CONTRACTOR (IIVDLVIDIIAL) NAME (P�t) PHONE #
WELL CONTRACTOR COMPANY NAME ASSOCIATED ti,�,Q PERMIT#
STATE WELL CONSTRUCTION PERMIT# If 3licahle)
(ifa 'liable . ...... .
liable Box): Residential
Monitoring [� RecoApp
very ❑ MunicipabTublic ❑ Industrial ❑ Agricultural L7
1. WELL USE (Check ver ❑ Heat Pump Water' Injection ❑ Other ❑' If Other, List Use
2, WELL LOCATION:
Nearest Town:__ _ �-`-� � I Ki — County
(Street Name, Numbers, Community, Subdivision, Lae No, VP Code)
3. OWNER: 1v�
Address �'
(Street or Route No.)
City or To State Zip Code
Area code- Phone number
4. DATE DRILLED
5..TOTAL DEPTH:
6: DOES WELL REPLACE EXISTING WELL? YES ❑ NO
7. STATIC WATER LEVEL Below(UTSe p of Ab ing vo op of Casing)
8. TOP OF CASING ISr °� a`'' FT. Land Surface*
*Top of casing terminated atlor below land surface requires a
variance in accordance with 15 METHOD OF TEST
9. YIELD (gpm): —
10. WATER ZONES (depth):
Topographic/Land setting
L7Bidge ❑Slope 13Valley ❑Flat
(check appropriate box)
Latitude/longitdde of welt location
(degrees/miautcdseconds)
Latitude/longitude source. 3GPS❑T6pographic map
(check box)
DEPTH DAILI-ING LOG
FPO ,
To Formagon Descri lion
11. DISINFECTION: Type Amount ______—_ —
v) CASING: Wall Thickness
i Depth Die ter or weigh—L. Material
ani--vtt PL'
Fro**+ :IL � To S Ft. — —
From To — Ft —
From To — Ft- — —
Ma n Method p�
13. GROUT: � Depth l -j Ft. per-� i a� e5/ FY19 X-f. �.1'
From To •
From To Ft.
Diameter Slot Size Material
S 14. SCREEN' a TO r t C in
From _ Ft,_ Z _in.
Fr,-,
To Ft in. — in-
15. /GRAVEL PACK: size Matertal�
t mod'
From To �t
16. REMARKS:AC 2C, WELL
DANCE WTTH
ANC
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED N AD0,00 BEEN PROVIDED TO TIM WELL OWNER
CONSTRUCTION STANDARD S+ AND THAT A COPY OF THI
SICrNATURE O ERSON. CONSTRUCTING THE WELL
DATERja.
al to the Division of Water Quality, Groundwater Section,1636 Mail Service Center REeVIg01N2C
the original g�001
27699-1636 Phone No. [phone], within 30 days.
------------
LOCATION SKETCH
Show direction and distance in miles from at least
two State Roads or County Roads. Include the road
numbers and common road names, )

CLIENT
GUILFORD MILLS
JOB #
G-5878C
BORING #
MW-7D
SHEET
1 OF 2
PROJECT NAME
ARCHITECT —ENGINEER
GUILFORD FIBERS PLANT
SITE LOCATION
FUQUAY-VARINA, NORTH CAROLINA
o
-0- CALIBRATED PENETROMETER
1 2 TONS/FT.E 4 5+
F
a
z
a
w
x
DESCRIPTION OF MATERIAL
ENGLISH UNITS
--i
PLASTIC WATER LIQUID
LIMIT y CONTENT 7. LIMIT %
X------------------
10 20 30 40 50+
® STANDARDLWS�FfRATION
10 20 30 40 50+
SURFACE ELEVATION 40g 4
0
Grass, Roots, Topsoil (TS)
FID = :4.0 (ppm)
Brown Clayey Fine SAND (SC)
PID = :25.0 (ppm):
5
405
Tan Red Brown Fine Sandy CLAY
(CL)'
FID = :6.3 (ppm)
PID = :30.0 (ppm):
10
400
FID = :5.4 (ppm)
PID = 36.0 (ppm);
Tan Red Brown Fine Sandy CLAY
(CL)
Tan Brown Slightly Clayey
Medium to Fine SAND (SC)
FID = 11.5 (ppm):
PID = 43.0 (ppm):
15
395
FID = :14.5 (ppm):
PID = :48.5 :(ppm):
Tan Brown Slightly Clayey
Medium to Fine SAND (SC)
FID = .16.3 m
(PP ).
PID = :55.0 (ppm):
Tan Brown Slightly Clayey
Medium to Fine SAND (SC)
20
390
FID = .8.0 (ppm)
PID = .60.0 (ppm):
Gray Slightly Clayey Coarse to
Fine SAND (SC)
Gray Fine Sandy CLAY (CL)
FID = 2.4 (ppm)
PID = 16.2 (ppm):
25
385
Gray Fine Sandy CLAY (CL)
30
380
ON NEXT PAGE.
GraY Clayey Medium to Fine SAND
(Sc
CONTINUED
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN -SITU THE TRANSITION MAY BE GRADUAL
WS OR ®
BORING STARTED 0 3 -12 - 0 3
_Ym(AB) ZWL(AC)
BORING COMPLETED 03-1 2-03
CAVE IN DEPTH
TWL
RIG FOREMAN SAEDACCO
DRILLING METHOD GEOPROBE/AUGER

CLIENT
GUILFORD MILLS
JOB #
G-5878C
BORING #
MW-7D
SHEET
2 OF 2
EOLTE)
PROJECT NAME
ARCHITECT -ENGINEER
GUILFORD FIBERS PLANT
SITE LOCATION
-0- CALIBRATED PENETROMETER
TONS3FT.2
FUQUAY—VARINA,
NORTH CAROLINA
1 2 4 5+
z
DESCRIPTION OF MATERIAL
PLASTIC WATER LIQUID
ZVI
LIMIT 7. CONTENT 7. LIMIT y
x--------- 0------------ o
F
z
ii
A
ENGLISH UNITS
zo
F
10 20 30 40 50+
STANDARD PENETRATION
® BLOWS/FT.
10 20 30 40 50+
a
rn
P.
V)
.0
x
w
w
SURFACE ELEVATION 409 4
30
Gra Clayey Medium to Fine SAND
(SC�
TO WET FOR TVA SCREENING
Gray Fine Sandy CLAY (CL)
N
375
Gray and Brown Clayey Coarse to
3
Fine SAND (SC)
Gray Brown' CLAY (CL)
END OF BORING @ 37.0'
1
370
r
40
I4A I I I {-365I
360
I®i
355
IN
60-1 1 1 1 1 t350
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN -SITU THE TRANSITION MAY BE GRADUAL
3
WL WS OR ED BORING STARTED 0 3— 1 2— 0 3
Y WL(AB) ®WL(AC) BORING COMPLETED 0 3 —1 2 — 0 3 CAVE IN DEPTH
TWL RIG FOREMAN SAEDACCO DRILLING METHOD GEOPROBE/AUGER
e

JOB NAME: GUILFORD FIBERS PLANT
WELL NUMBER: MW-7D (VERTICAL EXTENT)
LOCATION: FUQUAY-VARINA, NORTH CAROLINA
GROUND SURFACE
CONCRETE
LOCKABLE CAP
GROU`
10-INCH DIA. B
2-INCH DIA. SCH. 40 PVC RISER
6-INCH DIA. SCH. PVC RISER
28.0 FT.
BENTONITE . SEAL
(25.0-28.0 FT.)
SAND PACK
2-INCH DIA.. SCH. 40 PVC SCREEN
(01-INCH SLOTS)
BOTTOM
NOTE: ALL PVC JOINTS ARE
FLUSH THREADED
JOB NUMBER: G-5878C
INSTALLATION DATE: 3/18/03
COVER ASSEMBLY WITH
REMOVABLE STEEL COVER
DEPTH TO
BASE OF
GROUT
25.0 FT.
DEPTH TO
TOP OF
SAND
28.0 FT.
TOTAL
DEPTH
OF WELL
37.0 FT.
SCREENED INTERVAL
32.0-37.0 FT.
TOTAL
DEPTH OF
BOREHOLE
37.0 FT.
MONITORING WELL
CONSTRUCTION DIAGRAM
ENGINEERING
CONSULTING
SERVICES,LTD

WELL CONSTRUCTION RECORD
Department. of Environment and Natural ResourcesDivision of Water Quality - Groundwater Section
North Carolina - CERTMCATION
®YELL CONTRACTOR (INDIVIDUAL) NAME (print) � \ PHONE #
'� �d�
WELL CONTRACTOR CQMPANY NAME — SQC� WQ PERMIT# .
STATE WELL CONSTRUCTION PERMI # If livable
ATED
(if a 'livable)
Residential 11 Municipal/public ❑ Industrial ❑ Agricultural ❑
Monitoring Recovery ® Heat PAP
1. WELL USE (Check er livable Box).: Wad Injection El Other Q If Other, List Use
� .
2, WELL LOCATION: Topogmphi�d setting
�t},q�kA�t �'d(tM1, County Mdge ❑Slope 13VOey oat
Nearest Town:___ — (check appropriate box)
ul)�11; Latitude/longitade of well location
(Street Name, Numbers, Community. Subdivision, Lot No, Zip Code)
(� `` (degrees/minutes/seconds)
3. OWNER: ��` }y 2� Latitude/longitude source:[IGPS❑Topographic map
Address `t ' ` (check box)
(Street or Route No DEPTH n TEEING OG
fir' to From To t Forma 'on Description
Cityor To State �P Code
Area code- Phone number r�
4. DATE DRILLED
37�
5. TOTAL DEPTH:
6: DOES WELL REPLACE EXISTING WELL? YES 0 NO Cr_ �
7. STATIC WATER LEVEL Below Top of Casing: _--
ii (Use "+" if Above Top of Casing)
S. TOP OF CASING IS ew FT. Above Land Surface*
*Top of casing terminated atfor below land surface requires a
variance in accordance with 15A NCAC 2C .0118.
9. YIELD (gpm): METHOD OF TEST
10. WATER ZONES (depth): LOCATION SKETCH
from at least
11. DISINFECTION: Type Amount
12. CASING: Wall Thickness
ct Depth t Diameter or Weight/Ft. Material
�" To Ft, 6
From — _
From To _ Ft —
From • To— Ft Method
Material 13. GROUT: ti Dept i t� .
From To_Ft did
From To Ft. ------
Material
14. SCREEN. t Dep j 'Diameter Slot Size
Fromm To "�_ Ft•�_in. �i in.
W/GPaLAV
To Ft in. in.
15.ELPACK: SizeDepth t Material
From "I Ft 7
From To _ Ft
Show direction and distance M. U, es
two State Roads or County Roads. Include the road
numbers and common road names.
16. REMARKS:
IN WITH, WELL
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED
UCTED RD CORDANCE
BEEN PROVID1ED TO SANCAC CWELL 0'
CONSTRUCTION STANDARDS, AND THAT A Cn _ 1 i
SIGNATURE
CONSTRUCTING THE WELL
DATE
NC
Submit the original to the Division of Water Quality, Groundwater Section,1636 Mail Service Center -Raleigh, GW-1 REV. 07f2001
20
27699-1636 Phone No. [phone], within 30 days.

CLIENT
GUILFORD MILLS
JOB #
G-5878C
BORING #
MW-8
SHEET
1 OF 1
99LT
PROJECT NAME
ARCHITECT —ENGINEER
GUILFORD FIBERS PLANT
SITE LOCATION
FUQUAY—VARINA,
NORTH CAROLINA
z
E
w y
F
N
-O- CALIBRATED PENETROMETER
1 2 TONS3FT 2 4 5+
w
z
Q
a
DESCRIPTION OF MATERIAL
ENGLISH UNITS
PLASTIC WATER LIQUID
LIMIT % CONTENT 9 LIMIT 7.
=- o
x --------- 0----------ca
10 20 so 40 50+
STANDARD PENETRATION
® BLOWS/FT.
10 20 30 40 50+
PA
SURFACE ELEVATION
4 2 3.2
0
Grass, Roots, Topsoil (TS)
420
FID = 0.4 (ppm)
PID = 4.0 (ppm)
Tan Brown Slightly Clayey
Medium to Fine SAND With Rock
Fragments (SC)
5
Red Brown and Tan Slightly
Clayey Fine SAND With Rock
Fragments (SC)
FID = 1.0 (PPm)
PID = 2.5 (ppm)
415
10
Orange Brown and Gray CLAY (CL)
FID = :0.5 (ppm)
410
PID =:1.5 (ppm)
15
FID = :4.5 (ppm)
Orange Brown and Gray CLAY (CL)
PID = : 4.3 (ppm)
405
FID = : 3.8 (ppm)
Brownish Gray Fine Sandy CLAY
(CL)
20
4,
PID = . 1.1 (PPm)
FID = : 4.5 (ppm)
Gray CLAY (CL)
PID = : 1.5 (ppm)
400
FID = 6.8 (ppm)
Gray CLAY (CL)
25
PID = : 16.0 :(ppm).
Gray Slightly Sandy CLAY (CL)
FID = .54.0 {ppm):
PID = 20.0 :(ppm).
395
FID = 360.0 (PPm)
PID = 20.0 (PPm)
Tan Brown Coarse to Fine SAND
(SW)
;,•_
�.
;::
30
FID = 50.0 (ppm)
PID = 19.0 (ppm)
Gray Fine Sandy CLAY (CL)
END OF BORING @ 30.0'
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN -SITU THE TRANSITION MAY BE GRADUAL
17 WL WS OR
BORING STARTED 0 3 —1 1— 0 3
WL(AB) Y_WL(AC)
BORING COMPLETED 0 3 —1 1 — 0 3
CAVE IN DEPTH
�ZWL
RIG FOREMAN SAEDACCO
DRILLING METHOD GEOPROBE/AUGER

JOB NAME: GUILFORD FIBERS PLANT
WELL NUMBER: MW-8
LOCATION: FUQUAY-VARINA, NORTH CAROLINA
INSTALLATION DATE: 3/11/03
JOB NUMBER: G-5878C
COVER ASSEMBLY WITH
REMOVABLE STEEL COVER
GROUND SURFACE
CONCRETE
LOCKABLE CAP
GROUT---s—�
DEPTH TO
8-INCH DIA. BOREHOLE -----N-- BASE OF
GROUT
16.0 FT.
2-INCH DIA. SCH. 40 PVC RISER— -
BENTONITE SEAL
(16. 0 -18. 0 FT.)
DEPTH TO
TOP OF
SAND
18.0 FT.
TOTAL
DEPTH
OF WELL
30.0 FT.
SAND PACK
2-INCH DIA. SCH. 40. PVC SCREEN
(.01-INCH SLOTS)
BOTTOM CAP
NOTE: ALL PVC JOINTS ARE
FLUSH THREADED
T
SCREENED
INTERVAL=
20.0-30.0 FT.
Apr&
IV=m TCA
Rap Q
aLTD
ENGINEERING
CONSULTING
SERVICES,LTD
TOTAL
DEPTH OF
BOREHOLE
30.0 FT.
MONITORING WELL
CONSTRUCTION DIAGRAM

2• WELL LOCATION: '
Nearest Town: `q` i A`1 �i 0E _County
(stcoot Name, Numbers (, Community, Subdivision, Lot No, Zip Code)
3. OWNER: i u\' 0
Address
(Street or Route No.)
< . V'4`I i�1A) f� Zip Code
CityorTo state
Area code- Phone number i
4. DATE DRILLED
5. TOTAL DEPTH: k
6: DOES WELL REPLA EXISTING WELL? YES ❑ NO
7. STATIC WATER LEVEL Below Top of Casing:ET
(Use •`+" if Above Top of Casing)
9. TOP OF CASING IS �\006j FT. ?tip Land Surface*
'Top of casing terminated atlor below land surface requires a
vnriance In accordance with 15A NNCAACCOD.0118-
OF TEST
9. YIELD (gpm): 1 '� ` n
10. WATER ZONES (depth): T'19,
Topographic/Land setting ,
®Ridge []Slope ®Valley [3Flat
(check appropriate box)
Latitude/longiWde of well location
{degreeslminutes/seconds)
Latitude/longitude source:OGPSOTopogmphic map
(check box)
DEPTH r,RTT7.TNC LOG
From To jFormatinDe;,'c�� ' "n
11. DISINFECTION: Type Amount ____--
12. CASING: Wall Thickness
ci Dept i Diameter L or Weight/Ft Material
From i?_
To (� Ft
From To — Ft—
From— — TO— Ft --__---
Method
Met4
13. GROUT: tc DeP�
4� To____
From
From To _ Ft
r Diameter Slot Size Maw 14. SCREEN( Depth ��� Ft.— in. in.
Fro*+ in.
Fr To — Ft in.
1S. S lGRAVELPACK Material
S'
Depth
FroTo
From To Ft.
LOCATION SKETCH
Show direction and distance in miles from at least
two State Roads or County Roads. Include the road
numbers and common road names.
Vo .'
16. REMARKS:
AC
A NC
1 DO HEREBY CERTIFY THAT THI, WELL
S WELL WAS CONSTRUCIEDCORD IN ACCORDANCEBEEN PROVII�ED TO > HECWELL OWNER
CONSTRUC£1ON STANDARDS, AND THAT A COPA n F A (1 1 •'t
' Sllllvtitvau+v.. — ----
Submit the original to, the Division of Water Quality, Groundwater Section, Mail Service CGWrl �g07/2001
27699-1636 Phone No. [phone], within 30 days.

CLIENT
GUILFORD MILLS
JOB #
G-5878C
BORING #
MW-8D
SHEET
1 OF 2
PROJECT NAME
ARCHITECT -ENGINEER
LT
GUILFORD FIBERS PLANT
SITE LOCATION
-0- CALIBRATED PENETROMETER
TONS3FT.2
FU.QUAY-VARINA,
NORTH CAROLINA
1 2 4 5+
z
DESCRIPTION OF MATERIAL
PLASTIC WATER LIQUID
LIMIT % CONTENT % LIMIT 7.
%--------- I* ----------
o
z
10 20 30 40 50+
x
z
ENGLISH UNITS
H
w
a
w >
w
STANDARD PENETRATION
® BLOWS/FT.
10 20' 30 40 50+
o
SURFACE ELEVATION 423.1
0
Grass, Roots, Topsoil (TS)
FID = 0.4 (ppm)
Tan Brown Slightly Clayey
Medium to Fine SAND With Rock
PID = :4.0 (ppm)
Fragments (SC)
420
5
Red Brown and Tan Slightly
Clayey Fine SAND With Rock
Fragments (SC)
FID = 1.0 (ppm)
PID = :2.5 (ppm)
415
10-
-Orange
Brown and Gray CLAY (CL)
FID = .0.5 (ppm)
410
PID = 11.5 (ppm)
15
FID = :4.5 (ppm)
Orange Brown and Gray CLAY (CL)
PID = :4.3 (ppm)
405
Brownish Gray Fine Sandy CLAY
(CL)
FID = 3.8 (P.Pm)
20
PID = 1.1 (ppm)
FID = :4.5 (ppm)
PID =.:1.5 (ppm)
Gray CLAY (CL)
400
FID = :6.8 (ppm)
Gray CLAY (CL)
PID = :16.0 (ppm)
Gray Slightly Sandy CLAY (CL)
25
FID = :54.0 (ppm)
PID = :20.0 (ppm)
395
FID = 360.0 (PPm)
Tan Brown Coarse to Fine SAND
PID = :20.0 (PPm)
(SC)
30
FID = 50.0 (ppm)
Gray Fine Sandy CLAY (CL)
CONTINUED
PID = 19.0 (ppm)
ON NEXT PAGE.
0
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN -SITU THE TRANSITION MAY BE GRADUAL
S
Q WL WS OR ®
BORING STARTED 0 3 —13 — 0 3
Y-WL(AB) 1_ WL(AC)
BORING COMPLETED 0 3 — 13 — O 3
CAVE IN DEPTH
RIG FOREMAN SAEDACCO
DRILLING METHOD GEOPROBE/AUGER

CLIENT
JOB #
BORING #
SHEET
GUILFORD MILLS
G-5878C
MW-8D
2 OF 2
PROJECT NAME
ARCHITECT —ENGINEER
`'_'
GUILFORD FIBERS PLANT
SITE LOCATION
CALIBRATED PENETROMETER
FUQUAY-VARINA,
NORTH CAROLINA
TONS/FP.2
1
2 3 4
5+
DESCRIPTION OF MATERIAL
PLASTIC WATER
LIQUID
LIMIT %
CONTENT 7.
LIMIT Z
-----
kv
o
a
z
a
ENGLISH UNITS
x
o
10
20 30 40
50+
a
aP4
a
a
w
F
NN
®
STANDARD PENETRATION
BLOWS/Fr.
o
�
SURFACE ELEVATION
423.1
x
30
10
20 30 40
50+
and Brown Fine Sandy CLAY,
(Gra
CL)
3901
3 5---I I I I I N\4--
Gray and Brown Fine Sandy CLAY 385
(CL)
40
Gray and Brown Clayey Medium to
Fine SAND (SC) 380
45 �CLj and Brown Fine Sandy CLAY
END OF BORING @ 47.0' 375
50
01
370
365
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN -SITU THE TRANSITION MAY BE GRADUAL
�I
$WLWS OR ® BORING STARTED
- 03-13-03
I (AB) ZWL(AC) BORING COMPLETED 03-13-03 CAVE IN DEPTH
WL
�� RIG FOREMAN SAEDACCO DRILLING METHOD GEOPROBE/AUGER

JOB NAME: GUILFORD FIBERS PLANT
WELL NUMBER: MW-8D (VERTICAL EXTENT)
LOCATION: FUQUAY-VARINA, NORTH CAROLINA
GROUND SURFACE
CONCRETE
LOCKABLE CAP
10-INCH DIA. BOREHO
2-INCH DIA. SCH. 40 PVC RISER
6-INCH DIA. SCH. PVC RISER
3 0. 0 FT.
BENTONITE SEAL
(33.0-36.0 FT.)
SAND PACK
2-INCH DIA. SCH. 40 PVC SCREEN
(01-INCH SLOTS)
BOTTOM
NOTE: ALL PVC JOINTS ARE
FLUSH THREADED
JOB NUMBER: G-5878C
INSTALLATION DATE: 3/18/03
COVER ASSEMBLY WITH
REMOVABLE STEEL COVER
DEPTH TO
BASE OF
GROUT
33.0 FT.
-LT- -D
ENGINEERING
CONSULTING
SERVICES,LTD
DEPTH TO
TOP OF
SAND
3 6. 0 FT.
TOTAL
DEPTH
OF WELL
47.0 FT.
TOTAL
DEPTH OF
BOREHOLE
47.0 FT.
MONITORING WELL
CONSTRUCTION DIAGRAM

WELL CONSTRUCTION RECORD
artmeat of Environment and Natural Resources -Division of Water Quality " Groundwater Section
North Carolina - Dep CExTmcATION.# �
WELL CONTRACTOR (INDIVIDUAL) NAME (print)—_'---- PHONE #
WELL CONTRACTOR COMPANY NAME ASSOCIATED wQ PERMIT#
STATE WELL CONSTRUCTION PERMTIY# tf livable
(if a ' livable)
Applicable Box)Residential ❑ Municipal/Public ❑ Industrial ❑ Agricultural ❑
1. WELL USE (Check er ' Water Injection ® Other 0 If Other, List Use
Monitoring Recovery ® Heat Pump
TopographiclUmd, setting_
2, WELL LOCATION: [Ridge ❑Slope ❑Valley
�i ,Flat
ruq qt(� ' 4 Q, County
Nearest Town: (check appropriate box)
t..� e-Latitude/longitude of well location
(Street Name Numbers, Community+ Subdivision, Lot No., Zip Code)
---------------
(deg ees/minutes/seconds)
3. OWNER: 1­. \\` Latitude/longitude source,0GPS1]Topographic map
.� ,. ram- 1i .. iC 0�
Address t ' y �" '9` (check box)
(street or Route No) DEPTH . DRILLIN__I�.QG
'�^!o � From j Fo /tonDescription
city or To State CZip ode
�:I Z -
.,_ �' o
-11
Area code- Phone number
4. DATE DRILLED
5. TOTAL DEPTH:
6: DOES WELL REPLACE EXISTING WELL? YE�i NO {�
7. STATIC WATER LEVEL Below Top of Casing:
+� (Use "+" if Above Top of Casing)
8, TOP OF CASING IS et1 FT• Above Land Surface*
*'Top of casing terminated atior below land surface requires a
variance in accordance with 15ANeTIiO2D OF TEST
9. YIELD (gpm): — �i �+ .q ( lryy '
10. WATER ZONES (depth): LOCATION SKETCH
Amount Show direction and distance in miles from at least
i 1. DISINFECTION: Type two State Roads or County Roads. Include the road
12. CASING: Wall Thickness
tt Diameter or WeighVFt. Mate numbers and common road names.
' Ft.� — p
From \� TO -�` -
From_ To — Ft. - — —'
From.. _ To Ft.
Material Method
13. GROUT' , Depth �.
From _ To i_ Ft.' ��-�'�"
From To _ Ft.
14. SCREEN:. Depth
pp�� Diameter Slot Size Material
From— �.� To—, �'lFt•--�--in. � in.
FrQm
To Ft in. in.
15. /GRAVEL PACK: size ��t� - � i Depth
From—I-�-'=
From To Ft
16. REMARKS: _
SA
I DO HEREBY CERTIFY THAT � T COPY OF THIS RWAS ECORD IN CO BEEN PROVIDRDANCE WnH 1ED TO A'li HE CWELL OWNER
CONSTRUCTION STANDARDS,
SIGNATURE O ERSON CONSTRUCTING THE WELL
DATE ..
Submit the on alto the Division of Water Quality, Groundwater Section, 1636 Mail Service Caster-ItaleigGW-1 R.o001
EV
27699-1636 Phone No. [phone], within 30 days.

CLIENT
GUILFORD MILLS
JOB #
G-5878C
BORING #
MW-9
SHEET
1 OF 1
PROJECT NAME
ARCHITECT —ENGINEER
GUILFORD FIBERS PLANT
SITE LOCATION
-a- CALIBRATED PENETROMETER
FUQUAY-VARINA,
NORTH CAROLINA
1 2 TONS3FT Z 4 5+
DESCRIPTION OF MATERIAL
PLASTIC WATER LIQUID
..
LIMIT % CONTENT 7. LIMIT
X---------
w
z
d.
z
a
z
ENGLISH UNITS
z
F
10 20 30 40 50+
STANDARD PENETRATION
® BLOWS/FT.
w
a
N
N
w
w
SURFACE ELEVATION 421.6
0
w
a
10 20 30 40 50+
Grass, Roots, Topsoil (TS)
420
FID = 1.0 (ppm)
PID = 1.0 (Ppm)
Tan Red Brown Clayey Fine SAND
(SC)
FID = :1.3 {ppm)
Tan Red Brown Clayey Fine SAND
5
(SC)
PID = : 0.8 (Ppm)
415
FID = 1.0 (ppm)
Tan Red Brown Slightly Sandy
CLAY (CL)
PID =:1.4 (ppm)
Gray and Red Brown CLAY (CL)
10
410
FID = 1.0 (ppm)
PID = : 2.0 (ppm)
15
Gray CLAY (CL)
405
FID = 1.7 (ppm)
PID = 0.9 (ppm)
20
END OF BORING @ 20.0'
400
25
395
30
a'
A
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN -SITU THE TRANSITION MAY BE GRADUAL
S
Q WL WS OR ® BORING STARTED 0 3 —1 1 — 0 3
N YWL(AB) 1_ WL(AC)
BORING COMPLETED 0 3 —1 1— 0 3
CAVE IN DEPTH
rn
WL
RIG FOREMAN SAEDACCO
DRILLING METHOD G.EOPROBE/AUGER

JOB NAME: GUILFORD FIBERS PLANT
WELL NUMBER: MW-9
LOCATION: FUQUAY-VARINA, NORTH CAROLINA
INSTALLATION DATE: 3/11/03
GROUND SURFACE
CONCRETE
LOCKABLE CAP
GROUT
8-INCH DIA. BOREH
2-INCH DIA. SCH. 40 PVC
BENTONITE SEAL
(6.0-8.0 FT.)
SAND PACK
2-INCH DIA. SCH. 40 PVC SCREEN
(.01-INCH SLOTS)
BOTTOM
NOTE: ALL PVC JOINTS ARE
FLUSH THREADED
JOB NUMBER: G-5878C
_COVER ASSEMBLY WITH
REMOVABLE STEEL COVER
DEPTH TO
BASE OF
GROUT
8.0 FT.
DEPTH TO
TOP OF
SAND
8.0 FT.
TOTAL
DEPTH
OF WELL
20.0 FT.
i
T�
SCREENED
INTERVAL
10.0-20.0 FT.
AdMIlk
SWE)
ENGINEERING
CONSULTING
SERVICES,LTD
TOTAL
DEPTH OF
BOREHOLE
20.0 FT.
MONITORING WELL
CONSTRUCTION DIAGRAM

t
_ f
Department of EnVVVirSo=n.LmelJnt and Natural Resourc -Division of Water Quality -Groundwater Section
North Carolina - CERTMCATION.# ��25
WELL CONTRACTOR (INDIVIDUAL) NAME (pdnt) p PHONE #
WELL CONTRACTOR COMPANY NAME ASSOCIATED WQ PERMIT#
SPATE WELL CONSTRUCTION PERMIT# if liable) .
(if a 'liable ..
LL USE (Check Applicable Bodential ❑ MunicipaVPublic ❑ Industrial ❑ Agricultural ❑
1. Water Injection ❑ ❑
Other . If Other, List Use
monLoring Recovery ❑ Heat PUMP
x): Residential
Topographic/Land setting
2• WELL LOCATION: ❑Ridge ❑Slope Malley ❑Flat
Nearest Town: k. \A p � 1 �I � �` County (chock agpropriatg box)
Latitudellongitude of well location
uni Subdivision, Lot No., Zip Code)
(Street Name, Numbers Comm tY+
(degrees/mimttes/acconds)
3, OWNER: 1 Latitude./longitude source:❑GPS❑Topographic map
Address t — (check box)
(Street or Route No.) DEPTH RII,LINI�QG_
tAQtnt�` lj r��� From To ZycnDesc p.onZip Code
City or To 5 "
3G 3 - Yi
Area code. Phone number 4r L D
4. DATE DRILLED r 3 —
5. TOTAL DEPTH: 2:
6: DOES WELL REPLACE EXISTING WELL? YES ❑ NO
7' STATIC WATER LEVEL Below Top of Casing: 1't FT•
"+" if Above Top of Casing)
8. TOP OF CASING IS A,49'`e Land Surface*
*Top of rising terminated atlor below land sueface requires a
variance in accordance with 15A NCAC 2C .0118.
METHOD OF TEST
9. YIELD (gpm) : -------- 1 � i � .
10. WATER ZONES (depth): _ LOCATION SKETGIi
Show direction and distance in miles from at least
11. DISINFECTION: Type Amount Wall Thickness two State Roads or County Roads. Include the road
12. CASING: numbers and 7on road n es.
DepthDiameter or Weight/Ft. Mavu-terial
Fro*„ To
From_ To — Ft.—
From_.._ To — Fk —
Metho
13. GROUT: Depth i
From Taa � Ft Pr I
From _ To_ Ft.
Diunoter Slot Size Material
14. SCREEN: i Depth Vic?' Fk in. �� h —OC---
From 1D_To — — in.
Fr To — Ft-m —
15. /GRAVEL PACK Size l_,
' o QQ k �
From �? To
From To Ft s
16. REMARKS'WELL
I DO HEREBY CERTIFY THAT THIS WELL WAS
Y CONSTRUCTED LN ACORD CO BEEN PROVIDED lTO THECWE�' OWNER
CONSTRUCTION STANDARDS, AND THAT A
IES
SI01ATURE 0 ERSON CONSTRUCTING THE WELL
DATE
original to the Division of Water Quality, Groundwater Section, 1636 Mall Service Center - REV. 712001
Submit theGW-1 REV.
27699-1636 Phone No. [phone], `within 3o days, .

CLIENT
GUILFORD MILLS
JOB #
G-5878C
BORING #
MW-9D
SHEET
1 OF 2
MICTI)
PROJECT NAME
ARCHITECT —ENGINEER
GUILFORD FIBERS PLANT
SITE LOCATION
FUQUAY-VARINA,
NORTH CAROLINA
z
w >
H
w
-a- CALIBRATED PENETROMETER
1 2 TONS3FT 2 4 5+
F
w
z
Nq
M
w
a
z
DESCRIPTION OF MATERIAL
ENGLISH UNITS
PLASTIC WATER LIQUID
LIMIT % CONTENT 7. LIMIT y
X ---------is----------
10 20 30 40 50+
STANDARD PENETRATION
® BLOWS/Fr.
10 20 3d 40 50+
w
SURFACE ELEVATION
421.1
0
Grass, Roots, Topsoil (TS)
420
Tan Red Brown Clayey Fine SAND
(SC)
FID =:1.0 ('ppm)
PID = 1.0 (ppm)
5—
FID = 1.3 ('ppm)
PID = 0.8 (ppm)
Tan Red Brown Clayey Fine SAND
Sc
415
FID =: 1.0 ('ppm)
PID =: 1.4 (ppm)
Tan Red Brown Slightly Sandy
CLAY (CL)
10
Gray and Red Brown CLAY (CL)
410
FID = 1.0 ('ppm)
PID = 2.0 (ppm)
15
Gray CLAY (CL)
405
FID = 1.7 (ppm)
PID = 0.9 (ppm)
20
400
FID = 8.0 ('ppm)
PID = 13.0 ;(ppm)
Gray and Red Brown Fine Sandy
CLAY, Moist (CL)
FID = 2.5 (ppm)
PID = 15.0:(ppm)
Tan Orange Brown Slightly
Clayey Fine SAND, Wet (SC)
25
Tan Orange Brown Coarse to Fine
SAND, Wet (SC)
395
FID =:8.0 (ppm)
PID =: 16.5:(ppm)
Tan Orange Brown Coarse to Fine
SAND, Wet (SC)
30
ON NEXT PAGE.
CONTINUED
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN -SITU THE TRANSITION MAY BE GRADUAL
WS OR ®
BORING STARTED 0 3— 1 1— 0 3
!ZWL(AB) TWL(AC)
BORING COMPLETED 03-17-03
CAVE IN DEPTH
TWL
RIG FOREMAN SAEDACCO
DRIIddNG METHOD GEOPROBE/AUGER

CLIENT
GUILFORD MILLS
JOB #
G-5878C
BORING #
MW-9D
SHEET
2 OF 2
MiLTIC)
PROJECT NAME
ARCHITECT -ENGINEER
GUILFORD FIBERS PLANT
SITE LOCATION
--0 - CALIBRATED PENETROMETER
FUQUAY-VARINA,
NORTH CAROLINA
1 2 TON53FT e 4 5+
z
DESCRIPTION OF MATERIAL
PLASTIC WATER LIQUID
LIMIT % CONTENT % LIMIT %
X ---------
..
o
z
a
ENGLISH UNITS
z
F
10 20 30 40 50+
STANDARD PENETRATION
® BLOWS/Fr.
w
a
;4
Nw
'�6
W
SURFACE ELEVATION 421.
3
m 1
10 20 30 40 50+
Ton Orange Brown Coarse to Fine
SAND, Wet (SC)
390
FID = :3.5 (ppm)
PID = :17.0 (ppm):
Gray CLAY (CL)
Gray CLAY (CL)
3
Tan and Gray Fine Sandy CLAY
(CL)
385
Gray CLAY (CL)
40
380
END OF BORING @ 42.0'
45
375
50
370
55
365
60
n
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN -SITU THE TRANSITION MAY BE GRADUAL
WL WS OR ® BORING STARTED 0 3 -1 1- 0 3
WL(AB) ZWL(AC)
_ -
BORING COMPLETED 0 3 — 7 — 0 3
CAVE IN DEPTH
�WL
RIG FOREMAN SAEDACCO
DRILLING METHOD GEOPROBE/AUGER

JOB NAME: GUILFORD FIBERS PLANT JOB NUMBER: G-5878C
WELL NUMBER: MW-9D (VERTICAL EXTENT) INSTALLATION DATE: 3/17/03
LOCATION: FUQUAY-VARINA, NORTH CAROLINA
GROUND SURFACE
CONCRETE
LOCKABLE CAP
GROU'.
10-INCH DIA. BOREHOLE-
2-INCH DIA. SCH. 40 PVC RISER
6-INCH DIA. SCH. PVC RISER
32.0 FT.
BENTONITE SEAL
(33.0-35.0 FT.)
SAND PACK
2-INCH DIA. SCH. 40 PVC SCREEN
(01-INCH SLOTS)
BOTTOM
NOTE: ALL PVC JOINTS ARE
FLUSH THREADED
•COVER ASSEMBLY WITH
/,/-REMOVABLE STEEL COVER
DEPTH TO
BASE OF
GROUT
33.0 FT.
! =AM&
= mom,
11now "M
ENGINEERING
CONSULTING
SERVICES,LTD
DEPTH TO
TOP OF
SAND
35.0 FT..
TOTAL
DEPTH
OF WELL
42.0 FT.
SCREENED INTERVAL
37.0-42.0 FT.
TOTAL
DEPTH OF
BOREHOLE
42.0 FT.
MONITORING WELL
CONSTRUCTION DIAGRAM

1. WELL USE (Check Applicable Box): Residential ❑ MunicipalNublic ❑ Industrial ❑ Agdcultuial ❑
Monitoring �- Recovery ❑ Heat Pump Water Injection ❑ Other ❑ If Other, List Use
2. WELL LOCATION:
Nearest Town: y��� t Ur County
(Street Namq Numbers, Community, Subdivision, Lot Noy Zip Code)
3. OWNER' � 1 v2
Address c
(Street or Route No.)
City or To state Zip Code
Area code- Phone number
4. DATE DRILLED 4�� I
5. TOTAL DEPTH:
6: DOES WELL REPLACE EXISTING WELL? YES ❑ NO �
7. STATIC WATER LEVEL Below Top of Casing: �1 '
tt _ (Use "+" if Above Top of casing)
8. TOP OF CASING IS ^fZ'[7u� FT- Above Land Surface*
*Top of casing terminated attar below land surface requires a
variance in accordance with 15A NCAC 2C .0118-
9. YIELD (gpm): METH�OD OF TEST
_
10. WATER ZONES (depth):aonrox
I I. DISINFECTION: Type Amount
12 CASING: Wall Thickness
Topographic/Land setting
❑R.idge []Slope ❑Valley at
(check appropriate box)
Latitude/longitude of well location
(degreeslmiautes/seconds)
Latitudellongitude source:❑GPS❑Topographic map
(check box)
DEPTH DRILLING LOG
From To Fora a Description
LOCATION SKETCH
Show direction and distance in miles from at least
two State Roads or County Roads. Include the road
Depth ti Diameter orWeight/Ft. patenal
numbers and common road names.
From,._. Ft-FL—
From— +
From" To
Front.. ' TO— Ft
13. GROUT: 0Depth { Material Method
From To c Fi.
From To Ft.
14. SCREEN: Dep Diameter Slot Size Q� al
Frorn t 1. To Ft in. 00 in.
F To — Ft.-
t in. in.
13. "/GRAVEL PACK �
size
Fromm' Ft.
Front. To Ft
16. REMARKS:
I DO H EREBy CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C, WELL
CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS RECORD BEEN PROVIDED TO THE WELL OWNER
SIGNATURE 0 ERSON CONSTRUCTING THE WELL DATE
Submit the original to the Division of Water Quality, Groundwater Section,1636 Mail Service centter/2001
OW-i �$ , NC
27699-1636 Phone Into. [phone], within 30 days.

CLIENT JOB # BORING #
GUILFORD MILLS G-5878C MW-10
PROJECT NAME ARCHITECT -ENGINEER
GUILFORD FIBERS PLANT
SITE LOCATION
FUQUAY—VARINA, NORTH CAROLINA
DESCRIPTION OF MATERIAL
zUz
W F C
z a z ENGLISH UNITS
a a
cl SURFACE ELEVATION
�, a 437.0
0
Asphalt and Gravel (AG)
Tan Brown Medium to Fine SAND
(SC)
5 Red Brown Clayey Medium to Fine
SAND With Rock Fragments (SC)
Gray Orange and Red CLAY (C
10
Gray Orange and Red CLAY With
Trace Mica (CL)
15 Gray Orange and Red CLAY With
Trace Mica (CL)
25
3
END OF BORING @ 24.0'
35
430
425
4201
415
4101
SHEET
1 OF 1
�LTD
-Q- CALIBRATED PENETROMETER
TONS/FT. 2
1 2 3 4 5+
PLASTIC WATER LIQUID
LIMIT % CONTENT % LIMIT %
X-_------- *---------- A
10 20 30 40 50+
STANDARD PENETRATION
®
BLOWS/FT.
10 20 30 40 50+
FID = :1.0 (ppm)
PID = :28.0 (ppm);
FID = .0.2 ('pm)
PID = 45.0 .(ppm):
FID = :0.5 (ppm)
PID = 35.0 (ppm);
FID = 2.0 (ppm)
PID = :1 12.0: (ppm)
FID = :2.4 (ppm)
PID = .85.0 (ppm);
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN -SITU THE TRANSITION MAY BE GRADUAL
S WS OR BORING STARTED 0 3 —1.1 — 0 3
(AB) ®WL(AC) BORING COMPLETED 0 3 — 1 1 — 0 3 CAVE IN DEPTH
i
Sm RIG FOREMAN SAEDACCO DRILLING METHOD GEOPROBE/AUGER

JOB NAME: GUILFORD FIBERS PLANT JOB NUMBER: G-5878C
WELL NUMBER: MW-10
LOCATION: FUQUAY-VARINA, NORTH CAROLINA
INSTALLATION DATE: 3/11/03
GROUND SURFACE
I V 1
CONCRETE
LOCKABLE CAP
GRO
8-INCH DIA,
2-INCH DIA. SCH. 40 PVC
-0 0 '
BENTONITE SEAL 'o 0 08,
0 -.1
(6.0 - 8. 0 FT.) .0
00 SAND PACK
2-INCH DIA. SCH. 40 PVC SCREEN
(.01-INCH SLOTS)
BOTTOM CAP
NOTE: ALL PVC JOINTS ARE
FLUSH THREADED
COVER ASSEMBLY WITH
REMOVABLE STEEL COVER
DEPTH TO
BASE OF
GROUT
6.0 FT,
DEPTH TO
TOP OF
SAND
8.0 FT.
TOTAL
DEPTH
OF WELL
20.0 FT.
I
SCREENED
INTERVAL
10.0-20.0 FT.
160 joLTD
ENGINEERING
CONSULTING
SERVICES,LTD
TOTAL
DEPTH OF
BOREHOLE
20.0 FT.
MONITORING WELL
CONSTRUCTION DIAGRAM

�Tt
WELL CONSTRUCTION RECORD
Division of Water Quality - Groundwater Section
North Carolina. Department of Environment and Natural Resource �- CERMW ,TION # ;N)0\
IVIDIIAL) NAME (Print) �p t t CT
WELL CONTRACTOR (M rint PHONE #
WELL CONTRACrOR COMPANY NAME ASSOCIATED WQ PERMTT#
STATE WELL CONSTRUCTION PERMrt# if liable
(if a • liable)
licable Box): Residential ❑ Municipal/Public O Industrial ❑ Agricultural
Monitoring Recovery O ❑
I. WELL USE (Check er Heat PUMP water Injection ❑ Other Cl' If Other, List Use
i�
2, WELL LOCATION: TopographiclI.and setting
OFlat
_ County ®Ridge ❑Slope Walley
Nearest Town: (check appropriate box)
Code) Latitude/longitdde of well location
(Suet Name, Numbers, Community, Subdivision, Lot No, Zip
M fiJ '' {degreeslmiauteslseconds)
3. OWNER: « Latitude/longitude source:OGPSOTopographic map
Address i c° i c a^ (check box)
(street or Route No.) DEPTH ^R n?f'T LT OG
To Formti.P}` tj �1-�IJ f� '� a ioaDesc 'p .on
zip Code From
o State
City or �J
3 _ `cSS�0 LD
Area code.. Phone number y
4. DATE DRILLED 1 0� n1�1r ( 161
5. TOTAL DEPTH: _
6: DOES WELL REPLACE EXISTING WELL? YES ❑ NO
7. STATIC WATER LEVEL Below Top of Casing: _j____—
r��i QI� (Use ,.+- if Above Top of Casing)
8. TOP OF CASING IS ______ _ _tpj FT• `e Land Surface*
*Top of casing terminated atlor below Iaad surface requires a
variance in accordance with 15A NCAC 2C .0118.
9 YIELD (gpm): ___METHOD OF TEST
10. WATER ZONES (depth): 4QPX LOCATION SKETCH
__-- Show direction and distance in miles from at least
11. DISINFECTION: Type Amount _Wall Thickness two State Roads or County Roads. Include the road
12. CASING: Material numbers and c moron road n es.
Diameter or Weight/Ft.
s
Depth
Fro*;, � -.. To
From_ To Ft.
From • _ To_ Ft
te�a1 'Q
13. GROUT: Depth t Ft Ma Metho
From _ �, Tom._
From_ To — Ft. ---
I?iameter Slot Size Mammal
14. SCREEN: Depth 1� in.
From �Q T° Ft in.
Fr,
To Ft in, in.
15. /GRAVEL PACK: Size MateriA
From. � TDeptho
Fro,,, To _ Ft ti r
16. REMARKS: _
I DO HEREBY CERTIFY THAT T A COPY OF THIWAS 3 RECORD TED IN CO BEEN PROVIDRDANCE WITH IED TO THE CWEU OWNER
:=::�;
ARDS, DATE ._
SIGNATURE 0 ERSON_ CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality, Groundwater Section,1636 Mail Service Center - Raleigh, NC
GW-1 REV. 07/2001
27699-1636 Phone No. (919) 733-33221, within 30 days.

CLIENT
GUILFORD MILLS
JOB #
G-5878C
BORING #
MW-10D
SHEET
1 OF 2
ffw
PROJECT NAME
ARCHITECT -ENGINEER
GUILFORD FIBERS PLANT
SITE LOCATION
-0- CALIBRATED PENETROMETER
FUQUAY-VARINA,
NORTH CAROLINA
1 2 TONS3FT 2 4 5+
z
. DESCRIPTION OF MATERIAL
PLASTIC WATER LIQUID
LIMIT % CONTENT y LIMIT %
wX
---------1-----------
F
o
z
a
ENGLISH UNITS
0
x
10 20 30 40 50+
STANDARD PENETRATION
(2)BLOWS/FT.
w
a
w y
w
w
SURFACE ELEVATION 436.7
0
10 20 30 40 50+
Asphalt and Gravel (AG)
435
FID = : 1.0 (ppm)
Tan Brown Medium to Fine SAND
(SC)
PID = : 28.0 :(ppm)
5
Red Brown Clayey Medium to Fine
SAND With Rock Fragments (SC)
FID = :0.2 (ppm)
430
PID = 45.0 (ppm)
Gray Orange and Red CLAY (CL)
FID = 0.5 (ppm)
10
PID = : 35.0 :(ppm)
425
Gray Orange and Red CLAY With
FID = 2.0 (ppm)
Trace Mica (CL)
PID=:112.0 (ppm)
15
Gray Orange and Red CLAY With
Trace Mica (CL)
420
FID = 2.4 (ppm)
PID =:85.0 :(ppm)
20
Tan and Gray Fine Sandy CLAY
(CL)
415
FID = 390.0: (ppm)
PID = : 72.0 (ppm),
25
410
Gray CLAY (CL)
30
ON NEXT PAGE.
CONTINUED
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN -SITU THE TRANSITION MAY BE GRADUAL
0 WL WS OR ®
BORING STARTED 0 3 —14 — 0 3
_TWL(AB) 1WL(AC)
BORING COMPLETED 03— 1 4-03
CAVE IN DEPTH
TWL
RIG FOREMAN SAEDACCO
DRILLING METHOD GEOPROBE/AUGER

CLIENT JOB # BORING #
GUILFORD MILLS G-5878C MW-10D
PROJECT NAME ARCHITECT -ENGINEER
GUILFORD FIBERS PLANT
SITE LOCATION '
FUQUAY-VARINA, NORTH CAROLINA
DESCRIPTION OF MATERIAL
w
U
F
z
ENGLISH UNITS
SURFACE ELEVATION
436.7
30
Gray CLAY (CL)
Gray CLAY (CL)
Gray Fine Sandy CLAY (CL)
3
Gray CLAY (CL)
Gray Fine Sandy CLAY (CL)
40-- I 1 1 1 END OF BORING @ 39.0'
m
50
55
5
395
390
85
380
L2
SHEET
2
�mcmSUD
-[}- CALIBRATED PENETROMETER
TONS/FT, 2
1 2 3 4 5+
PLASTIC WATER LIQUID
LIMIT % CONTENT 7. LIMIT 7.
X--------- is --------- -
10 20 30 40 50+
® STANDARD PENETRATION
BLOWS/FT.
10 20 30 40 50+
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN -SITU THE TRANSITION MAY BE GRADUAL
WS OR (Y�D BORING STARTED 0 3- 1 4- 0 3
_TWL(AB) ZWL(AC) BORING COMPLETED 0 3 - 1 4 - 0 3 CAVE IN DEPTH i
AWL
F - RIG FOREMAN
SAEDACCO DRILLING METHOD GEOPROBE/AUGER

JOB NAME: GUILFORD FIBERS PLANT JOB NUMBER: G-5878C
WELL NUMBER: MW-10D (VERTICAL EXTENT) INSTALLATION DATE: 3/18/03
LOCATION: FUQUAY-VARINA, NORTH CAROLINA
COVER ASSEMBLY WITH
REMOVABLE STEEL COVER
GROUND SURFACE
CONCRETE
LOCKABLE CAP
GROUT
10-INCH DIA. BOREHOLE DEPTH TO
BASE OF
2-INCH DIA. SCH. 40 PVC RISERGROUT
----
29.0 FT.
TOTAL
DEPTH OF
BOREHOLE
39.0 FT.
DEPTH TO
6-INCH DIA. SCH. PVC RISER TOP OF
29.0 FT. SAND
31.0 FT.
TOTAL
DEPTH
BENTONITE SEAL
OF WELL
(29.0-31.0 FT.) 39.0 FT.
SAND PACK.
2-INCH DIA. SCH. 40 PVC SCREEN
SCREENED INTERVAL
(01-INCH SLOTS)
34.0-39.0 FT.
BOTTOM CAP
ILONLTD 0
NOTE: ALL PVC JOINTS ARE MONITORING WELL
C
FLUSH THREADED CONSTRUCTION DIAGRAM
ENGINEERING
CONSULTING
SERVICES.LTD

2. WELL LOCATION: Topographic/I,and setting -
Near L LOCATION:
�y �� (,A Q. County ®Ridge ❑Slope OValley at
(check appropriate box)
1;`; Latitude/longitdde of well location
(Street Name, Numbers, Community, Subdivision, Lot No, Zip Code)
(degreeslmirrutWiseconds)
3. OWNER: I }v \` Latitude/longitude source.0GPS❑Topographic map
Address` i ° n� S (check box)
(strut or Route No.) DEPTH DRILLING LOG
�4j" PA`j 1) �i 0 i} �� From T^ Forma 'A n Description
City or To. State Zip Code
i 5J Area cor3o- Phone cumber � � � �� �
4. DATE DRILLED r ,
5. TOTAL DEPTH:
6. DOES WELL REPLACE EXISTING WELL? YES ❑ NO ET'
7. STATIC WATER LEVEL Below Top of Casing:
r ( (Use "+" if Above Top of Casing)
8. TOP OF CASING IS ewe FT. Above Land Surface*
*Top of casing terminated atlor below land surface requires a
variance in accordance with 15AME�OD OF TEST
9. YIELD (gpm):.-- A�pi�X�-
10. WATER ZONES (depth): �1- LOCATION SKETCH
11. DISINFECTION: Type Amount
12. CASING: Wall Thickness
`r rr DepthI Diameter or Weight/Ft. Material
From
lG To Ft_____ 6—
From To Ft
From To— Ft Method
13. GROUT: iDepth Material ,Q
Fro
m TZI Ft. � �N
From To Ft
14. SCREENDepth Diameter Slot Size Ma
terial
From ) To Ft_in. in.
F /GRAVTo Ft, in. In.
15. EL PACK: size Material. (I
V��Ft� 5
From _ To --Ft
Show direction and distance in miles from at least
two State Roads or County Roads. Include the road
numbers and common road names.
1�Sle-�KYAA-f
16. REMARKS: - - -
ANCAC
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTEDS IN CORD ACCORDANCEBEEN PROVIDED TO THE CWELL O, WELL WNER
CONSTRUCTION STANDARDS, AND THAT A COPY O n /�
SIGNATURE O BRSON CONSTRUCTING THE WELL
DATE
Submit the original to Division
the of Water Quality, Groundwater Section, 1636 Mail Service Center - RaleighGW-1 REV.. 07/2001
27699-1636 Phone No. [phone], within 30 days.

CLIENT JOB # BORING # SHEET
GUILFORD MILLS G-5878E MW-11 1 OF 1
PROJECT NAME ARCHITECT -ENGINEER
GUILFORD FIBERS
SITE LOCATION
FUQUAY—VARINA, NORTH CAROLINA
9 DESCRIPTION OF MATERIAL
U
x a ENGLISH UNITS
SURFACE ELEVATION
® Light Brown SILT (ML)
5—d I I I I Dark Red Sandy SILT (ML)
10� I I I I DarRed and Tan SAND, Moist
(Sc)
115-d I I I I Dark Red and Tan SAND, Wet (SC)
Light Gray Sandy CLAY, Wet (SC)
END OF BORING ® 20.0'
-0-- CALIBRATED PENEMOURTER
TONS/FP
1 2 9 4 6�+
PLASTIC WATER LIQUID
LUCT X CONTENT X Lum X
X--- ------ A
ROCK QUALITY DESIGNATION k RECOVERY
x RQD%— — — REC.%
Z 20%-40%-60X-80%-100X
® STANDARD PENETRATION
� BLDWs/Irr.
10 20 80 40 50+
TVA = 0.0 (ppm)
TVA = 0.0 (ppm)
TVA 0.0 (ppm):
TVA = 0.0 (ppm)
TVA 0.0 (ppm)
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN -SITU THE TRANSITION MAY BE GRADUAL
7,WL WS OR ® BORING STARTED 10 — 01— 0 3
T WL(AB) TWL(AC) BORING COLLETED 10 — 01— 0 3 CAVE IN DEPTH
�;WL RIG FOREMAN SAEDACCO DRILLING METHOD AUGER

JOB NAME: GUILFORD FIBERS JOB NUMBER: G-5878E
WELL NUMBER: MW-11
LOCATION: FUQUAY-VARINA, NORTH CAROLINA
INSTALLATION DATE: 10/1/03
GROUND SURFACE
CONCRETE
LOCKABLE CAP
8-INCH DIA. BOREH
2-INCH DIA. SCH. 40 PVC
BENTONITE SEAL
(6.0 - 8. 0 FT.)
SAND PACK
2-INCH DIA. SCH. 40 PVC SCREEN
(.01-INCH SLOTS)
BOTTOM
.OTE: ALL PVC JOINTS ARE
FLUSH THREADED
COVER ASSEMBLY WITH
REMOVABLE STEEL COVER
DEPTH TO
BASE OF
GROUT
6.0 FT.
DEPTH TO
TOP OF
SAND
8.0 FT.
TOTAL
DEPTH
OF WELL
20.0 FT.
T
SCREENED
INTERVAL
10,0-20.0 FT.
hc!;LTD
ENGINEERING
CONSULTING
SERVICES,LTD
TOTAL
DEPTH OF
BOREHOLE
20.0 FT.
TYPE II
MONITORING WELL
CONSTRUCTION DIAGRAM

CLIENT
GUILFORD MILLS
PROJECT NAME
GUILFORD FIBERS
JOB # BORING # SHEET
G-5878E MW-1 1 D 1 OF 1
ARCHITECT —ENGINEER ft��TD
SITE LOCATION
FUQUAY—VARINA, NORTH CAROLINA
DESCRIPTION OF MATERIAL
U
a v ENGLISH UNITS
SURFACE ELEVATION
Light Brown SILT (ML)
5
10
15-
25
3
Dark Red Orange Sandy SILT,
Moist (ML
Dark Red and Tan SAND, Moist
(SC)
Dark Red Coarse SAND, Wet (SC
Gray Sandy CLAY, Wet (CL)
Light Gray CLAY, Wet (CL)
END OF BORING ® 25.0'
-0- CALIBRATED PENEMOHETER
TONS/FT.
1 2 9 4 6+
PLASTIC WATER LIQUID
LWT X CONTENT X LTWT X
x--------- ----o
ROCK QUALITY DESIGNATION & RECOVERY
z
RQDX— — — REC.%
20%-40X-60%-80X-1 00%—
STANDARD PENETRATION
BLOWS/FT.
10 20 90 40 60+
TVA = 0.0 (ppm)
TVA = 0.0 (ppm)
TVA = 0.0 (ppm):
TVA 5.52; (ppm)
TVA = 0.0 (ppm)
TVA = 0.0 (ppm)
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN -SITU THE TRANSITION MAY BE GRADUAL
,FWL WS OR bpi BORING STARTED 1 0 —01 —03
T WL(AB) TWL(AC) BORING COMPLETED 1 0 — 0 2 — 0 3 CAVE IN DEPTH
TWL RIG FOREMAN SAEDACCO DRILLING METHOD AUGER

JOB NAME: GUILFORD FIBERS
WELL NUMBER: MW-11D
LOCATION: FUQUAY-VARINA, NORTH CAROLINA
INSTALLATION DATE: 10/1-2/03
GROUND SURFACE
CONCRETE
LOCKABLE CAP
GROUT
JOB NUMBER: G-5878E
COVER ASSEMBLY WITH
REMOVABLE STEEL COVER
10-INCH DIA. BOREHOLE 0 DEPTH TO
BASE OF
2-INCH DIA. SCH. 40 PVC RISER GROUT
2 6. 0 FT.
6-INCH DIA. SCH. 40 PVC RISER
25.0 FT.
2-INCH DIA. SCH. 40 PVC SCREEN
(01-INCH SLOTS)
BENTONITE SEAL -
'TOTE: ALL PVC JOINTS ARE
BUSH THREADED
LT
E m
0%&ft
r lq�
m m_mZ7�
qao
ENGINEERING
CONSULTING
SERVICES,LTD
DEPTH TO
TOP OF
SAND
2 8. 0 FT.
11
I
SCREENED INTERVAL
30.0-35.0 FT,
if
TOTAL
DEPTH
OF WELL
35.0 FT.
TOTAL
DEPTH OF
BOREHOLE
35.0 FT.
TYPE III
MONITORING WELL
CONSTRUCTION DIAGRAM

CLIENT
JOB #
BORING #
SHEET
GUILFORD MILLS
G-5878E
MW-12
1 OF 1
PROJECT NAME
ARCHITECT -ENGINEER
GUILFORD FIBERS
SITE LOCATION
-0- C��TTONS/O�
FUQUAY-VARINA,
NORTH CAROLINA
1 2 s -4 6+
DESCRIPTION OF MATERIAL
PLASTIC % CONTENT X LWT %
X--------- ------- A
w
ROCK QUALITY DESIGNATION k RECOVERY
z
RQD%— — — REC.%
ENGLISH UNITS
20%-40X-6O%-80X-100X
A
® STANDARD PENETRATION
WS/ENS ATION
WU
SURFACE ELEVATION
p4
10 20 s0 40 50+
0
Grass and Topsoil
TVA = 46.78: (ppm)
Red, Brown Clayey SAND,
Petroleum Odor (SC)
N.
5-Red,
Brown Clayey Coarse. SAND,
Petroleum Odor, Moist (SC)
TVA =: 656 (ppm)
10
Gray, Light Brown Sand CLAY,
Petroleum Odor, Moist (ySC)
71/A = 1984 (ppm)
15
Light Brown Gray CLAY,
Petroleum Odor, Wet (CL)
WA = 1485 : (ppm)
20
END OF BORING @ 20.0'
25
30
—
—
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN -SITU THE TRANSITION MAY BE GRADUAL
7 WL WS OR ®
BORING STARTED 10 - 0 9 - 0 3
T WL(AB) TWL(AC)
BORING COMPLETED 10 — 0 9 — 0 3
CAVE IN DEPTH
�;WL
RIG FOREMAN SAEDACCO
DRILLING METHOD HSA

JOB NAME: GUILFORD FIBERS
WELL NUMBER: MW-12
LOCATION: FUQUAY-VARINA, NORTH CAROLINA
INSTALLATION DATE: 10/9/03
GROUND SURFACE
CONCRETE
LOCKABLE CAP
GRO
8—INCH DIA. BO
2—INCH DIA. SCH. 40 PVC
BENTONITE SEAL
(11.0-13.0 FT.)
SAND PACK
2—INCH DIA. SCH. 40 PVC SCREEN
(.01—INCH SLOTS)
BOTTOM
'OTE: ALL PVC JOINTS ARE
P'LUSH THREADED
JOB NUMBER: G-5878E
COVER ASSEMBLY WITH
REMOVABLE STEEL COVER
MR . ploam , RAMTM i
DEPTH TO
BASE OF
GROUT
11.0 FT.
DEPTH TO
TOP OF
SAND
13.0 FT.
TOTAL
DEPTH
OF WELL
25.0 FT.
I
SCREENED
INTERVAL
15.0-25.0 FT,
W
LTD
ENGINEERING
CONSULTING
SERVICES,LTD
TOTAL
DEPTH OF
BOREHOLE
25.0 FT.
TYPE 11
MONITORING WELL
CONSTRUCTION DIAGRAM

CLIENT
GUILFORD MILLS
PROJECT NAME
GUILFORD FIBERS
JOB , BORING # SHEET
G-5878E MW-12D 1 OF 2
ARCHITECT -ENGINEER M&TD
SITE LOCATION
FUQUAY-VARINA, NORTH CAROLINA
DESCRIPTION OF MATERIAL
x ENGLISH UNITS
SURFACE ELEVATION
0 CONCRETE DEPTH 6"
GRAVEL DEPTH 6"
Light Brown SAND (SP)
Dark Gray, Black Clayey SAND,
Petroleum Odor, Moist (SC)
10 I I I Gray, Tan Clayey SAND,
_Petroleum Odor, Moist (SC)
15� I I I Light Brown Clayey SILT,
Petroleum Odor, Wet (SC)
Light Brown, Red CLAY,
Petroleum Odor (CL)
25] I I I Sandy Brown, Purple CLAY, Wet
30--- - —`—'—` '—————— — — — — — —
-0- CALIBRATED PENET130IMTM
TONS/FT.
1 S 3 4 5+
PLASTIC WATER LIQUID
LEWIT % CONTENT X LUM X
X------ ----- A
ROCK QUALITY DESIGNATION & RECOVERY
ROD%- - - REC.%
20%-40%-609-809-100%-
® STANDARD PENETRATION
BLOWS/FT.
10 20 30 40 50+
TVA = 248 (ppm)
TVA 246 (ppm):
TVA =: 22.35 (ppm)
CONTINUED ON NEXT PAGE.
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN -SITU THE TRANSITION MAY BE GRADUAL
WL WS OR OD BORING STARTED 1 0 —13 — 0 3
WL(AB) WL(AC) BORING COMPLETED 1 0 — 1 3 — 0 3 CAVE IN DEPTH
.ZWL RIGPORELAN SAEDACC® H SA

CLIENT
GUILFORD MILLS
PROJECT NAME
GUILFORD FIBERS
JOB # I BORING # I SHEET
G-5878E MW-12-D 2 OF 2
ARCHITECT -ENGINEER El D
SITE LOCATION
FUQUAY-VARINA, NORTH CAROLINA
DESCRIPTION OF MATERIAL
x a .. ENGLISH UNITS
SURFACE ELEVATION
30 Light Tan, White SAND, Wet
3
4
45-
50-
55-
60
Light Tan, White SAND, Wet (
END OF BORING ® 40.0'
CALIBRATED PENE
TONS/9.ToMETER
1 2 3 4 6+
PLASTIC WATER LIQUID
LIu1T X CONTENT X LWT X
X- — - — - — -----
ROCK QUALITY DESIGNATION k RECOVERY
z RQD%— — — REC.%
20X-40%-60%—BOX-9 00X—
® 3fANDARD PENETRATION
w BLOWS/FT.
10 20 30 40 60+
TVA =: 47.42 (pprn)
TVA = 40.11 (pprp)
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN -SITU THE TRANSITION MAY BE GRADUAL
WI, xS OR 4D BORING STARTED 1 0 -13 - 0 3
TAL(AB) WL(AC) BORING COMPLETED 1 0 - 1 3 - 0 3 CAVE IN DEPTH 0
wL RIG FOREMAN S A E D A C C O DRD.IMG METBOD H SA

JOB NAME: GUILFORD FIBERS
WELL NUMBER: MW-12D
LOCATION: FUQUAY-VARINA, NORTH CAROLINA
INSTALLATION DATE: 10/9-10/03
JOB NUMBER: G-5878E
COVER ASSEMBLY WITH
REMOVABLE STEEL COVER
GROUND SURFACE
CONCRETE
LOCKABLE CAP
GROUT
10-INCH DIA. BOREHOLE DEPTH TO
BASE OF
2-INCH DIA. SCH. 40 PVC RISER GROUT
26.0 FT.
6-INCH DIA. SCH. 40 PVC RISER
25.0 FT.
2-INCH DIA. SCH. 40 PVC SCREEN
(.01-INCH SLOTS)
BENTONITE SEAL -
TOTE: ALL PVC JOINTS ARE
LUSH THREADED
ENGINEERING
CONSULTING
SERVICES.LTD
DEPTH TO
TOP OF
SAND
28.0 FT.
TOTAL
DEPTH
OF WELL
35.0 FT.
SCREENED INTERVAL
30.0-35.0 FT.
TOTAL
DEPTH OF
BOREHOLE
35.0 FT.
TYPE III
MONITORING WELL
CONSTRUCTION DIAGRAM

CLIENT JOB # BORING r#
GUILFORD MILLS, INC. G-5878H MW-12S
PROJECT NAME ARCHITECT -ENGINEER
GUILFORD FIBERS
SITE LOCATION
FUQUAY-VARINA, NORTH CAROLINA
DESCRIPTION OF MATERIAL
_ U
pe ENGLISH UNITS
A ` o
� SURFACE ELEVATION
® Light Brown, Clayey SILT
Light Brown, Clayey SILT
SHEET
1 OF 1
-0— CALIBRATED PENETROMETER
TONS/FT.
1 2 3 4 5+
PLASTIC RATER LIQUID
LDdIT X CONTENT X LOW X
X------------- A
ROCK QUALITY DESIGNATION & RECOVERY
z RQDX— — — REC.X
20%-40%-60%80%-100%—
STANDARD PENETRATION
BLOWS/FT.
10 20 30 40 50+
FID = 0.37 (ppm)
FID = :0.0 (ppm)
5
Dark Red/ Gray, Sandy CLAY
FID = :0.0 (ppm)
FID = :1280 (ppm) :
Dark Brown, SAND, Odor, Moist
2971 FID = m
(ppm):
Dark Gray/ Black, SAND, Odor,
Wet
10
FID = 7180 m
(ppm)
Dark Gray/ Black, SAND, Odor,
Wet
FID = :3189 (ppm)
Tan/ Red/ Gray, CLAY
15-A I I I I END OF BORING 0 14.0'
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN —SITU THE TRANSITION MAY BE GRADUAL
Q W, WS OR ® BORING STARTED 0 3 —10 — 0 4
YWL(AB) Y_ L(AC) BORING COMPLETED 03-10-04 CAVE IN DEPTH 0
fWL RIG FOREMAN SAEDACCO DRILLING METHOD AUGER

JOB I NAME: GUILFORD FIBERS
WELL NUMBER: MW-12S
LOCATION: FUQUAY-VARINA, NORTH CAROLINA
INSTALLATION DATE: 3/10/04
GROUND SURFACE
CONCRETE
LOCKABLE CAP
8-INCH DIA.
2-INCH DIA. SCH, 40 PVC
BENTONITE SEAL
(4.0-6.0 FT.)
SAND PACK
2-INCH DIA. SCH. 40 PVC SCREEN
(.01-INCH SLOTS)
BOTTOM
NOTE: ALL PVC JOINTS ARE
FLUSH THREADED
JOB NUMBER: G-5878H
COVER ASSEMBLY WITH
REMOVABLE STEEL COVER
DEPTH TO
BASE OF
GROUT
4.0 FT.
DEPTH TO
TOP OF
SAND
6.0 FT.
SCREENED
INTERVAL
8.0-13.0 FT.
TOTAL
DEPTH OF
BOREHOLE
13.0 FT.
TOTAL
DEPTH
OF WELL
13.0 FT.
TYPE II
MONITORING WELL
CONSTRUCTION DIAGRAM
ENGINEERING
CONSULTING
SERVICES.LTD

rnw 115
North Carolina - Department of Environment and Na al resources - Divisi of Water Quality - CERT I ndwaTION # Section,,A r
WELL CONTRACTOR (INDIVIDUAL) NAME (print) �� *� �
_PHONE # W4 ��' �F0
WELL CONTRACTOR COMPANY NAME
ASSOCIATED WQ PERMIT#
STATE WELL CONSTRUCTION PERMIT# (if annlicable)
1. WELL USE (Check Applicable Box): Residential ❑ Municipal/Public ❑ Industrial ❑ Agricultural ❑
Monitoring Recovery 0 Heat Pump Water Injection ❑ Other ❑ If Other, List Use
2. WELL LOCATION:
Nearest Town: VV'�'lvyCounty
(Street Name, Numbers, Community, Subdivision, Lot No., Zip Code)
3. OWNER:
Address k7 d7+C-
(Street or Route No.)
city or Town State Zip Code
Area code- Phone number
4. DATE DRILLED 2`�'
5. TOTAL DEPTH: %''_
6. DOES WELL REPLACE EXISTING WELL? YES Q. NO
7. STATIC WATER LEVEL Below Top of Casing: FT.
(Use "+" if Above Top of Casing)
S. TOP OF CASING IS FT. Above Land Surface*
*Top of casing terminated at/or below land surface requires a
variance in accordance with ISA NCAC 2C..0118.
9. YIELD (gpm): _ METHOD OF TEST
10. WATER ZONES (depth):
11. DISINFECTION: Type Amount
12. CASING: Wall Thickness
Depth + a Diameter or Weight/Ft. Material
F m � To__L__ Ft. L c-+) Kai -V S'
13.
14,
15.
Topographic/Land setting
®Ridge ❑Slope OValley %Flat
(check appropriate box)
Latitude/longitude of well location
(degrees/minutes/seconds)
Latitude/longitude source:[3GPSCTopographic map
(check box)
DEPTH DRILLING LOG
Frgm To�� F ati J ) L:rription
CJ o 77
ro
From_ To Ft.
From To— Ft.
GROUT: Depth Material
O ° i Ft. P0t^;1R-4V-D
Method
Otr► (-
From Tc
From To Ft.
SCREEN: Depth Diameter Slot Size
Material
From TotL— Ft. .f ' in. - 2' 6 in.
From" To Ft. in. in.
SAND/GRAVEL PACK:
Depth g +� Size Material
From�To 12 Ft. f r ► C CL AND
From To Ft, --SO
LOCATION SKETCH
Show direction and distance in miles from at least
two State Roads or County Roads. Include the road
numbers and cc mmon road names.
1
w
16. REMARKS: id 8el-I fOAlf t� ,Sea,. , W' fO
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C, WELL
CONSTRUCTION ST S, THAT A COPY OF THIS RECORD HAS BEEN PROVIDED TO THE WELL OWNER
-'
SIGNATURE OF PERSON CONSTRUCTING THE WELL DATE
Submit the original to the Division of Water Quality, Groundwater Section,1636 Mail Service Center - Raleigh, NC
27699-1636 Phone No. [phone], within 30 days.
GW-1 REV. 07/2001
,�t

CLIENT
JOB #
BORING #
SHEET
1
GUILFORD MILLS, INC.
G-5878H
MW-12A
1 OF 2
t2&TEW
PROJECT NAME
ARCHITECT -ENGINEER
GUILFORD FIBERS
SITE LOCATION
-0CALIBRATED SENEI/FT.�OMETER
TONS/FT.
FUQUAY—MARINA,
NORTH CAROLINA
1 2 3 4 6+
DESCRIPTION OF MATERIAL
PLASTIC WATER LIQUID
LIMIT X CONTENT X LWT X
X------- ----- A
w
ROCK QUALITY DESIGNATION & RECOVERY
x
RQD%— — — REC.X
a
ENGLISH UNITS
0
20%-40%-60%-80%--100X—
SURFACE ELEVATION
a
® STANDARD- PE/E T RATION
10 20 30 40 60+
0
Light Brown, Clayey SILT
FID = :0.37 (ppm)
FID = :0.0 m
(PP )
Light Brown, Clayey SILT
5
Dark Red/ Gray, Sandy CLAY
FID = 0.0 m
(P.P )
FID = 1280 '(ppm):
Dark Brown, SAND, Odor, Moist
FID = 2971 (ppm)
Dark Gray/ Black, SAND, Odor,
Wet
10
FID = 7180 m
(ppm)
Dark Gray/ Black, SAND, Odor,
Wet
FID = 3189 (ppm)
Tan/ Red/ Gray, CLAY
15
FID = 4333 m
(ppm):
Dark Orange/ Gray, Sandy CLAY,
Odor, Moist
FID = :2459 (ppm)
Dark Red/ Tan/ Purple, CLAY,
Odor
FID = 2930 (ppm)
Tan/ Light Brown, CLAY, Odor
No soil sample collected
Tan/ Light Brown, CLAY, Odor FID = :4372 (ppm):
Gray Brown, SAND, Odor FID = :1776 m
25 (PP )
Gray Brown, SAND, Odor, Wet FID = :1424 (ppm):
Tan, Silty CLAY FID = .869 (ppm)
30 --— — — — — — — — — — — — — —=—=--------
CONTINUED ON NEXT PAGE.
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN -SITU THE TRANSITION MAY BE GRADUAL
7WL WS OR ® BORING STARTED 0 3 —10 — 0 4
Y WL(AB) YWL(AC) BORING COMPLETED 0 3 — 1 0 — 0 4 CAVE IN DEPTH
T_WL RIG FOREMAN SAEDACCO DRILLING METHOD AUGER

CLIENT
GUILFORD MILLS, INC.
JOB #
G-5878H
BORING #
MW-12A
SHEET
1 2 OF 2
tQ&TD
PROJECT NAME
ARCHITECT —ENGINEER
GUILFORD FIBERS
SPTE LOCATION
-C>- CAL1BRATED PENETROMETER
T0N33
FUQUAY-VARINA,
NORTH CAROLINA
1 2 4 6+
DESCRIPTION OF MATERIAL
PLASTIC
R LIMIT x
w
R CONTENT
X------- ---- A
U
E.
ROCK QUALITY DESIGNATION do RECOVERY
z
ROD%— — — REC.%
z
a
ENGLISH UNITS
20X-40%-60%80%-1 DO%
a
® STAND BARD PE/E T RATION
10 20 30 40 60+
U
SURFACE ELEVATION
30—
Gray, Hard, CLAY
FID = 76.98 : (ppm)
FID = '110 (ppm)
Gray/ Orange, Sandy CLAY
3
FID = :252 (pPm)
Gray, Clayey SAND
FID = 71.58 : (ppm)
Orange/ Tan, Sandy SILT
FID = 902 m) (PP .
Tan/ White, Fine SAND, Wet
40
FID = 365 (ppm)
Orange Tan, Coarse SAND, Wet
FID = 25.67 : m
(PP
Orange Tan, Coarse SAND, Wet
45
FID = :10.62 : (ppm)
Orange Tan, Coarse SAND, Wet
FID = :15.76.(ppm)
Orange Tan, Coarse SAND, Wet
FID = :6.26 (ppm)
Orange Tan, Coarse SAND, Wet
50
END OF BORING @ 50.0'
55
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN -SITU THE TRANSITION MAY BE GRADUAL
SZWL WS OR ®
BORING STARTED 03- 1 0-04
Y WL(AB) YWL(AC)
BORING COMPLETED 0 3 -10 - 0 4
CAVE IN DEPTH 0
1WL
RIG FOREMAN SAEDACCO
DRILLING METHOD AUGER

JOB NAME: GUILFORD FIBERS
WELL NUMBER: MW-12A (TYPE III)
LOCATION: FUQUAY-VARINA, NORTH CAROLINA
INSTALLATION DATE: 3/12/04
GROUND SURFACE
CONCRETE
LOCKABLE CAP
GROUT
10-INCH DIA.
2-INCH DIA. SCH. 40 PVC RISER
6-INCH DIA. SCH. 40 PVC RISER
40.0 FT.
2-INCH DIA. SCH. 40 PVC SCREEN
(01-INCH SLOTS)
BENTONITE
SAND PACK
BOTTOM
* REFERENCED TO AN ASSUMED
SITE DATUM
NOTE: ALL PVC JOINTS ARE
FLUSH THREADED
JOB NUMBER: G-5878H
COVER ASSEMBLY WITH
REMOVABLE STEEL COVER
1,•
DEPTH TO
TOP OF
BENTONITE
41.0 FT.
DEPTH TO
TOP OF
SAND
43.0 FT.
SCREENED INTERVAL
- 45.0-50.0 FT.
ENGINEERING
CONSULTING
SERVICES,LTD
TOTAL
DEPTH OF
BOREHOLE
50.0 FT.
TOTAL
DEPTH
OF WELL
50.0 FT.
MONITORING WELL
CONSTRUCTION DIAGRAM

North Carolina - Department of Environment and Na 1 esourc/es - Division of Water Quality - Groundwater Section ��
�J� CERTIFICATION #
1-6
WELL CONTRACTOR (INDIVIDUAL) NAME (print) j- lea
C(aC�_ _PHONE #
WELL CONTRACTOR COMPANY ?$AME
Sa2
ASSOCIATED WQ PERMIT#
STATE WELL CONSTRUCTION PERMIT# (if annlicable)
WELL USE (Check Applicable Box): Residential ❑ Municipal/Public ❑ Industrial ❑ Agricultural O
Monitoring-g Recovery O Heat Pump Water Injection ❑ Other ❑ If Other, List Use
2, WELL LOCATION:
Nearest Town: 11 J4a ogeiN.4 County `v
(Street Name,'Numbers, Community, Subdivision, Lot No., Zip Code)
3. OWNER: t k,1^ C aD rt be
IS
Address 20 D I C
(street or Route No.)
' l
or Towa
C-�-�-Jtate Zip Code
ty S
-
Area code- Phone number .
4. DATE DRILLED` 1-
5. TOTAL DEPTH: C:r�a
6. DOES WELL REPLACE EXISTING WELL? YES ❑ NO
7. STATIC WATER LEVEL Below Top of Casing: '•
(Use "+" if Above Top of Casing)
8. TOP OF CASING IS 0 FT. Above Land Surface*
*Top of casing terminated attor below land surface requires a
variance in accordance with ISA NCAC 2C..0118.
9. YIELD (gpm): _ METHOD OF TEST
10. WATER ZONES (depth):
11. DISINFECTION: Type Amount
12. CASING: Wall Thickness
Depth. t Diameter or Weight/Ft. Matte
From 0 To Ft. " (�
From a Tome Ft !a"
From To Ft
13. GROUT: Depth Material Method
X'Fro To Ft.
"'From„ To� Ft. EEL —tv —A
14. SCREEN: Depth Diameter Slot Size Material
From ` Tom Ft.', in. ' 0 1 G in.
From To Ft. in. in.
15. SAND/GRAVEL PACK:
Depth Size Material
From L 3 , To G ` Ft..
From To Ft.
TopographivLand setting
ORidge ❑Slope OValley yg,Flat
(check appropriate box)
Latitude/longitude of well location
(degmes/minutes/seconds)
Latitude/longitude source: OGPS OTopographic map
(check box)
DEPTH DRILLING LOG
Fr Ts,,� Formation cn n Destion
", .
OCATION-SKETCH
Show direction and distance in miles from at least
two State Roads or County Roads. Include the road
numbers and cgmmon road names.
16. REMARKS: ' �rW G�1° ¢E ° c3•L/
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C, WELL
CONSTRUCTION ST S, THAT A COPY OF THIS RECORD HAS BEEN PROVIDED TO THE WELL OWNER
SIGNATURE F PERSON CONSTRUCTING THE WELL DATE
Submit the original to the Division of Water Quality, Groundwater Section, 1636 Mail Service Center - Raleigh, NC
27699-1636 Phone No. [phone], within 30 days.
GW-1 REV. 07/2001

CLIENT JOB # BORING #
GUILFORD MILLS, INC. G-5878H MW-12R
PROJECT NAME ARCHITECT -ENGINEER
GUILFORD FIBERS
SITE LOCATION
FUQUAY—VARINA, NORTH CAROLINA
DESCRIPTION OF MATERIAL
z
(rv�
U
a
v
ENGLISH UNITS
SURFACE ELEVATION
0
Light Brown, Clayey SILT
Light Brown, Clayey SILT
5
Dark Red/ Gray, Sandy CLAY
Dark Brown, SAND, Odor, Moist
Dark Gray/ Black, SAND, Odor,
Wet
10
Dark Gray/ Black, SAND, Odor,
Wet
Tan/ Red/ Gray, CLAY
15
Dark Orange/ Gray, Sandy CLAY,
Odor, Moist
Dark Red/ Tan/ Purple, CLAY,
Odor
Tan/ Light Brown, CLAY, Odor
20
No soil sample collected
Tan/ Light Brown, CLAY, Odor
25A I I I I Gray Brown, SAND, Odor, Wet
Gray Brown, SAND, Odor, Wet
Tan, Silty CLAY
SHEET
1 of 3
U&TD
-0- CALLBRATID PENETROMETER
TONS/I'f.
1 2 3 4 5+
PLASTIC WATER LIQUID
LIMIT % CONTENT % LUM R
X _ A
ROCK QUALITY DESIGNATION & RECOVERY
ROD%— — — REC.%
20%-40%-60X-80%-100%-
444
STANDARD PENETRATION
BLOWS/FP.
10 20 30 40 50+
FID = 0.37 (ppm)
FID =
.0.0 (ppm)
FID =
0.0 (ppm)
FID =
:1280
(ppm) :
FID =
2971
(ppm) :
FID =
:7180
(Ppm)
FID =
3189
(ppm)
FID =
4333
(ppm)
EID =
2459
(ppm) :
FID =
.2930
(ppm)
FID = 4372 (ppm):
FID = 1776 (ppm)
FID = :1424 (ppm)
FID = 869 (Ppm)
CONTINUED ON NEXT PAGE.
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN -SITU THE TRANSITION MAY BE GRADUAL
SZ WL WS OR BORING STARTED 0 3 —10 — 0 4
YWL(AB) WL(AC) BORING COMPLETED 03- 1 0-04 CAVE IN DEPTH
ZWL RIG FOREMAN SAEDACCO DRILLING METHOD AUGER

CLIENT
GUILFORD DILLS, INC.
JOB #
G-5878H
I BORING #
MW-12R
SHEET
2 OF 3
PROJECT NAME
GUILFORD FIBERS
ARCHITECT -ENGINEER
SITE LOCATION
FUQUAY—VARINA,
NORTH CAROLINA
z
-� C��TT
ON3/OMETER
1 2 3 4 6+
A
x
a
o
DESCRIPTION OF MATERIAL
ENGLISH UNITS
WATER LIQUID
Lw x CONTENT % LnfiT R
X------------�
ROCK QUALITY DESIGNATION & RECOVERY
ROD%— — — REC.%
20X-40X-60X-80X-1009
® STANDARD PPE/NETRATION
10 20 30 40 50+
FID = 76.98 (ppm)
FID = 110 m
(PP )
FID = .252 ('pm) ;
FID = :71.58: (ppm)
FID = 902 (ppm)
FID = 365 (ppm)
FID = :25.67: (ppm)
FID = 10.62: (ppm)
FID = :15.76: (ppm)
FID = 6.20 (ppm)
FID = ;7.69 (ppm)
FID = 48.84; (ppm)
FID = 27.s5 (ppm)
FID = 2.59 m
(PP )
FID = 3.51 (ppm)
CONTINUED ON NEXT PAGE.
SURFACE ELEVATION
Gray, Hard CLAY
Y
30
3
40
45
50 .
55
Gray/ Orange, Sandy CLAY
Gray, Clayey SAND
Orange/ Tan, Sandy SILT
Tan/ White, Fine SAND, Wet
Orange Tan, Coarse SAND, Wet
Orange Tan, Coarse SAND, Wet
Orange Tan, Coarse SAND, Wet
Orange Tan, Coarse SAND, Wet
Orange Tan, Coarse SAND, Wet
Gray, Hard Sandy CLAY
Gray, Hard Sandy CLAY
Gray, Hard Sandy CLAY
Gray, Hard Sandy CLAY
Gray, Hard Sandy CLAY, Moist
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN -SITU THE TRANSITION MAY BE GRADUAL
AWL WS OR ®
BORING STARTED 03— 1 0-04
Y WL(AB) YWL(AC)
BORING COMPLETED 0 3 —10 — 0 4
CAVE IN DEPTH
TWL
RIG FOREMAN SAEDACCO
DRILLING METHOD AUGER

CLIENT JOB # I BORING , I SHEET
GUILFORD MILLS, INC. G-5878H MW-12R 3 OF 3
PROJECT NAME ARCHITECT -ENGINEER
tal-
GUILFORD FIBERS
SITE LOCATION
FUQUAY-VARINA, NORTH CAROLINA
DESCRIPTION OF MATERIAL
z ENGLISH UNITS
A ` c
SURFACE ELEVATION
6C
M
7
M
.11
Gray, Hard Sandy CLAY, Moist
Light Gray White, SILT, Moist
Light Gray White, SILT, Moist
Light Gray White, SILT, Moist
Light Gray White, SILT, Moist
Gray/ Orange, Clayey SILT,
Moist
Gray, Clayey SILT, Wet
Orange/ Light Brown,
Clayey
SILT, Moist
Orange/ ,Light Brown,
Clayey
SILT, Moist
No sample collected,
spoon
refusal, Moist
No sample collected,
spoon
refusal, Moist
No sample collected,
spoon
refusal
No sample collected,
spoon
refusal
END OF BORING @ 86.0$
-O- CALIBRATED PENEToMETER
TONS/FT.
1 2 3 4 5+
PLASTIC RATER LIQUID
LWT X CONTENT X LDHT X
X------ ------ A
ROCK QUALITY DESIGNATION & RECOVERY
z RQDX— — — REC.%
20% 40% 60X 80%_100X—
® STANDARD PENETRATION
BLOWS/FT.
10 20 30 40 50+
FID = 112.50 : (ppm)
FID = :0.0 (ppm)
FID = 10.0 (ppm)
FID = D.0 (ppm)
FID = :1.01 (ppm)
F1D = :1.09 (ppm)
OD = :1.1 (ppm)
FID = :1.22 (ppm)
FID = :0.0 (ppm)
FID = .0.0 (ppm)
FID = :0.0 (ppm)
FID = D.0 (ppm)
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN -SITU THE TRANSITION MAY BE GRADUAL
7 WL WS OR ® BORING STARTED 0 3 -10 - 0 4
V WL(AB) !jwL(AC) BORING COMPLETED 0 3 -10 - 0 4 CAVE IN DEPTH
gWL RIG FOREMAN SAEDACCO DRILLING METHOD AUGER

JOB NAME: GUILFORD FIBERS
WELL NUMBER: MW-12R (TYPE III)
LOCATION: FUQUAY-VARINA, NORTH CAROLINA
INSTALLATION DATE: 3/17/04
SURFACE
CONCRETE
LOCKABLE CAP
10-INCH DIA.
2-INCH DIA. SCH. 40 PVC RISER
6-INCH DIA. SCH. 40 PVC RISER
75.0 FT.
2-INCH DIA. SCH. 40 PVC SCREEN
(.01-INCH SLOTS)
BENTONITE
SAND PACK
BOTTOM
* REFERENCED TO AN ASSUMED
SITE DATUM
NOTE: ALL PVC JOINTS ARE
FLUSH THREADED
Im
JOB NUMBER: G-5878H
COVER ASSEMBLY WITH
REMOVABLE STEEL COVER
•5:
t
DEPTH TO
TOP OF
BENTONITE
76.0 FT.
if
ENGINEERING
CONSULTING
SERVICES,LTD
DEPTH TO
TOP OF
SAND
78.0 FT.
TOTAL
DEPTH
OF WELL
85.0 FT.
SCREENED INTERVAL
80.0-85.0 FT.
11
TOTAL
DEPTH OF
BOREHOLE
85.0 FT.
MONITORING WELL
CONSTRUCTION DIAGRAM

row
North Carolina - Department of Environment and Natural Resources - Division of Water Quality - Groundwater Section
WELL CONTRACTOR (INDIVIDUAL) NAME (print) Steve Poloniewicz CERTIFICATION # 2284
WELL CONTRACTOR COMPANY NAME SAEDACCO, Inc. PHONE # [phone]
STATE WELL CONSTRUCTION PERMIT# ASSOCIATED WQ PERMIT#
(if applicable) (if applicable)
WELL USE (Check Applicable Box): Residential ❑ Municipal/Public ❑ Industrial ❑ Agricultural ❑
Monitoring ® Recovery ❑ Heat Pump Water Injection ❑ Other ❑ If Other, List Use
2. WELL LOCATION:
Topographic/Land setting
Nearest Town: Fuquay Varina County Wake
[]Ridge ❑Slope []Valley ❑Flat
200 Dickens Road
(check appropriate box)
(Street Name, Numbers, Community, Subdivision, Lot No., Zip Code)
Latitude/longitude of well location
3. OWNER: Guilford Fibers
(degrees/minutes/seconds)
Address 200 Dickens Road
Latitude/longitude source:❑GPS❑Topographic map
(Street or Route No.)
(check box)
Fuquay Varina NC
DEPTH DRILLING LOG
City or Town State Zip Code
From To Formation Description
O-
0 10 red silty clay
Area code- Phone number
10 50 clay coarse sand
4. DATE DRILLED 3/16/2004
50 95 clay coarse sand
5. TOTAL DEPTH: 85 feet
6. DOES WELL REPLACE EXISTING WELL? YES ❑ NO
7. STATIC WATER LEVEL Below Top of Casing: 73.2 FT.
(Use "+" if Above Top of Casing)
8. TOP OF CASING IS 0.0 FT. Above Land Surface*
*Top of casing terminated at/or below land surface requires a
variance in accordance with 15A NCAC 2C .0118.
9. YIELD (gpm): METHOD OF TEST
10. WATER ZONES (depth):
LOCATION SKETCH
11. DISINFECTION: Type Amount
Show direction and distance in miles from at least
12. CASING: Wall Thickness
two State Roads or County Roads. Include the road
Depth Diameter or Weight/Ft. Material
numbers and common road names.
From 0.6 To 80 Ft. 2" Sch 40 PVC
From To Ft.
From To Ft.
13. GROUT: Depth Material Method
From V To 76 Ft. Portland trimmie
�d
From To Ft.
D; cKe n5
14. SCREEN: Depth Diameter Slot Size Material
From 80' To 85 ;~t, 2" in. .010 in. PVC
1—PN
I
From To Ft. in. in.
3 in
15. S AND/GRAVEL PACK:
y GNi 1
Depth Size Material
From 78' To 85' Ft. 20/30 silica sand
From To Ft.
16. REMARKS:
I DO HEREBY CERTIFY THAT TW WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C, WELL
CONSTRUCTION,` T DARD , AND THAT A COPY OF THIS RECORD HAS BEEN PROVIDED TO THE WELL OWNER
3-i$-oL4
SIGNATWdE OF PERSON CONSTRUCTING THE WELL DATE
Submit the original to the Division of Water Quality, Groundwater Section,1636 Mail Service Center - Raleigh, NC
27699-1636 Phone No. [phone], within 30 days. GW-1 REV. 07/2001

CLIENT
GUILFORD MILLS
JOB #
G-5878E
BORING #
MW-13
SHEET
1 OF 1
MiRT
PROJECT NAME
ARCHITECT -ENGINEER
GUILFORD FIBERS
SITE LOCATION
�i- CALIBRATED PENETROMETER
FUQUAY-VARINA,
NORTH CAROLINA
1 2Toxs/NT.
9 4 6+
DESCRIPTION OF MATERIAL
WATER LIQUID
� X CONTENT X LIMIT X
_
X---------------
w
ROCK QUALITY DESIGNATION do RECOVERY
z
RQDX— — — REC.%
a
ENGLISH UNITS
20X-409-6OX-60X-100%
A
d
® STAND BLOWSPENETRATION
SURFACE ELEVATION
P
10 20 30/ 40 60+
®
Concrete and Gravel
Light Brown, Orange Clayey
SAND, Moist (SC)
TVA =: 25.50 (ppm)
5
GraLight Red Clayey SAND
Y,
(SC1
TVA =; 19.66 (ppm)
10
Gray and Light Red CLAY (CL)
TVA =: 0.0 (ppm)
15
Light Tan, Pink Clayey SAND,
Wet (SC)
TVA =: 492 (ppm):
20
END OF BORING ® 20.0'
25
30
—
—
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN —SITU THE TRANSITION MAY BE GRADUAL
7 WL WS OR
BORING STARTED 1 0— 0 9— 0 3
T WL(AB) TWL(AC)
BORING COMPLETED 1 0 - 0 9 - 0 3
CAVE IN DEPTH
WL
RIG FOREMAN S A E D A C C O
DRILLING METHOD H SA

JOB NAME: GUILFORD FIBERS
WELL NUMBER: MW-13
LOCATION: FUQUAY-VARINA, NORTH CAROLINA
INSTALLATION DATE: 10/9/03
GROUND SURFACE
CONCRETE
LOCKABLE CAP
GROUT
8-INCH DIA. BOREHOLE
2-INCH DIA. SCH. 40 PVC RISER
BENTONITE SEAL
(6.0-8.0 FT.)
SAND PACK
2-INCH DIA. SCH. 40 PVC SCREEN
(.01-INCH SLOTS)
BOTTOM
OTE: ALL PVC JOINTS ARE
FLUSH THREADED
JOB NUMBER: G-5878E
COVER ASSEMBLY WITH
REMOVABLE STEEL COVER
DEPTH TO
BASE OF
GROUT
6.0 FT.
DEPTH TO
TOP OF
SAND
8.0 FT.
TOTAL
DEPTH
OF WELL
20.0 FT.
I
7
SCREENED
INTERVAL
10.0-20.0 FT.
ENGINEERING
CONSULTING
SERVICES.LTD
TOTAL
DEPTH OF
BOREHOLE
20.0 FT.
TYPE II
MONITORING WELL
CONSTRUCTION DIAGRAM

CLIENT
JOB #
BORING #
SHEET
GUILFORD MILLS
G-5878E
MW-14
1 OF 1
1:Q&TC0
PROJECT NAME
ARCHITECT -ENGINEER
GUILFORD FIBERS
'TE LOCATION
CALIBRATED PMET40METER
TONS/FT. '
FUQUAY-VARINA,
NORTH CAROLINA
1 2 3 4 6+
DESCRIPTION OF MATERIAL
PLASTIC WATER MQUM
LWT X CONTENT X LIMIT X
x — ------- * ------ A
ROCK QUALITY DESIGNATION & RECOVERY
z
RQD%- - - REC.x
00%-
z
ENGLISH UNITS
0
-20X-40%-60%-80%-1
STANDARD PENETRATION
BLOWS/FT.
SURFACE ELEVATION
10 20 30 40 60+
0-
—
Grass, Roots and Topsoil
Brown Silty CLAY (CH)
5-
Ton, Dark Red Silty CLAY, Moist
(CH)
10-
-
Tan, Dark Red Silty CLAY, Wet
(CH)
15
White/ Black Clayey SAND, Wet
(SC)
20
White/ Black Clayey SAND With
Weathered Rock (SC)
25—
BORING REFUSAL @ 27.0'
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN -SITU THE TRANSITION MAY BE GRADUAL
WL WS OR CD)
BORING STARTED 10-10-03
-T WL(AB) TWL(AC)
BORING COMPUTED 10-10-03
CAVE IN DEPTH 6
AWL
RIG FOREMAN SAEDACCO
DRILLING METHOD HSA

JOB NAME: GUILFORD FIBERS
WELL NUMBER: MW-14
LOCATION: FUQUAY-VARINA, NORTH CAROLINA
INSTALLATION DATE: 10/10/03
GROUND SURFACE
CONCRETE
LOCKABLE CAP
GRO
8-INCH DIA. BO
2-INCH DIA. SCH. 40 PVC
BENTONITE SEAL
(13.0-15.0 FT.)
SAND PACK
2-INCH DIA. SCH. 40 PVC SCREEN
(.01-INCH SLOTS)
BOTTOM
COTE: ALL PVC JOINTS ARE
FLUSH THREADED
JOB NUMBER: G-5878E
COVER ASSEMBLY WITH
REMOVABLE STEEL COVER
DEPTH TO
BASE OF
GROUT
13.0 FT.
DEPTH TO
TOP OF
SAND
15.0 FT.
TOTAL
DEPTH
OF WELL
27.0 FT.
I
SCREENED
INTERVAL
17.0-27.0 FT.
ENGINEERING
CONSULTING
SERVICES,LTD
TOTAL
DEPTH OF
BOREHOLE
27.0 FT.
TYPE II
MONITORING WELL
CONSTRUCTION DIAGRAM

CLIENT
JOB #
BORING #
SHEET
GUILFORD DILLS
G-5878E
MW-14D
1 OF 1
PROJECT NAME
ARCHITECT -ENGINEER
�NT
GUILFORD FIBERS
SITE LOCATION
-0- CALIBRATED PENETROMETER
TON9/FT,
FUQUAY-VARINA,
NORTH CAROLINA
1 2 3 4 6+
DESCRIPTION OF MATERIAL
PLASTIC WATER LIQUID
LLIM r % CONTENT % LIMIT X
v
X-----------------
w
ROCK QUALITY DESIGNATION & RECOVERY
~i
RQD%- - - REC.X
z
Q
ENGLISH UNITS
�
20%-40%-60%-80%-100%
N
�j
`
® STANDARD PENETRATION
BLOWS/FT.
O
SURFACE ELEVATION
m
10 20 30 40 60+
0
Grass, Roots and Topsoil
Brown Silty CLAY (CH)
TVA = 12.27 (ppm)
5
Tan, Dark Red Silty CLAY, Moist
(CH)
TVA =: 13.44 (ppm)
10
Tan, Dark Red Silty CLAY, Wet
(CH)
TVA =: 12.28 (ppm)
15
White/ Black Clayey SAND, Wet
(SC)
20
White/ Black Clayey SAND With
Weathered Rock (SC)
TVA =; 13.87 (ppm)
25
BORING REFUSAL 0 27.0'
30
—
—
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN -SITU THE TRANSITION MAY BE GRADUAL
WL WS OR ®
BORING STARTED 1 0 - 1 6 - 0 3
T WL(AB) TWL(AC)
BORING COMPLETED 1 0 -16 - 0 3
CAVE IN DEPTH
T WL
RIG FOREMAN S A E D A C C O
DRILLING METHOD H SA

JOB NAME: GUILFORD FIBERS
JOB NUMBER: G-5878E
WELL NUMBER: MW-14D
LOCATION: FUQUAY-VARINA, NORTH CAROLINA
INSTALLATION DATE: 10/10-16/03
GROUND SURFACE
CONCRETE
LOCKABLE CAP
GROU'
10—INCH DIA. BOREHOLE-
2—INCH DIA. SCH. 40 PVC RISER
6—INCH DIA, SCH. 40 PVC RISER
27.0 FT.
2—INCH DIA. SCH. 40 PVC SCREEN
(.01—INCH SLOTS)
BENTONITE
SAND PACK
BOTTOM
'TOTE: ALL PVC JOINTS ARE
.LUSH THREADED
COVER ASSEMBLY WITH
REMOVABLE STEEL COVER
/0 \\ DEPTH TO
BASE OF
GROUT
46.0 FT.
DEPTH TO
TOP OF
SAND
48.0 FT.
0 — TOTAL
DEPTH
o, OF WELL
o, 55.0 FT.
o, o
L
SCREENED INTERVAL
50.0 —55.0 FT.
C!;LlrD
ENGINEERING
CONSULTING
SERVICES,LTD
TOTAL
DEPTH OF
BOREHOLE
5 5. 0 FT.
TYPE III
MONITORING WELL
CONSTRUCTION DIAGRAM

CLIENT
GUILFORD MILLS
JOB #
G-587BE
BORING #
MW-15
SHEET
1 OF 2
PROJECT NAME
ARCHITECT -ENGINEER
GUILFORD FIBERS
SITE LOCATION
-O- CALDBRATED PENETR OMETER
Toxs/hr.
FUQUAY—VARINA,
NORTH CAROLINA
1 2 3 4 6+
DESCRIPTION OF MATERIAL
Lim X CONTENT X Law X
X------- -----
w
ROCK QUALITY DESIGNATION be RECOVERY
z
ROD%— — — REC.X
ENGLISH UNITS
20%-40%-60X-80X-100X
a
d
® STAND BARD Pws/TION
o
SURFACE ELEVATION
10 20 90 40 60+
0
Grass, Roots and Topsoil
Dark Red, Orange Rocky SAND
(SP)
5
Dark Red Clayey Coarse SAND,
Moist (SC)
10
Light Tan Gray CLAY, Wet (CL)
15
Light Tan Gray CLAY, Wet (CL)
20
Tan, Red CLAY (CL)
25
30
--
------------
—
------------
CONTINUED ON NEXT PAGE.
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN -SITU THE TRANSITION MAY BE GRADUAL
7 WL WS OR ®
BORING STARTED 10 —14 — 0 3
TWL(AB) TWL(AC)
BORING COMPLETED 10-14-03
CAVE IN DEPTH
WL
RIG FOREMAN SAEDACCO
DRILLING METHOD HSA

CLIENT
GUILFORD MILLS
JOB #
G-5878E
BORING #
MW-15
SHEET
2 OF 2
�Q&TID
PROJECT NAME
ARCHITECT -ENGINEER
GUILFORD FIBERS
SITE LOCATION
-O- CALIBRATED PENEIIOMEfER
Toxs�-r.
FUQUAY—VARINA,
NORTH CAROLINA
1 2 3 4 b+
DESCRIPTION OF MATERIAL
PLASTIC
X CONTENT X LIMIT %
X--------- ------ A
w
_
ROCK QUALITY DESIGNATION & RECOVERY
z
:i
..
z
ROD%— — — REC.%
a
ENGLISH UNITS
Z
20%-40%-60%-8OX-900X
a
e
® STAND WPSENE RATION
SURFACE ELEVATION
30
10 20 30 40 50+
Tan, Red CLAY (CL)
3
END OF BORING @ 35.0'
40
45
50
55
60
—
—
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN -SITU THE TRANSITION MAY BE GRADUAL
7 WL WS OR
BORING STARTED 10 —14 — 0 3
T WL(AB) :TWL(AC)
BORING COMPLETED 10 —14 — 0 3
CAVE IN DEPTH
WL
RIG FOREMAN S A E D A C C O
DRILLING METHOD H S A

JOB NAME: GUILFORD FIBERS
WELL NUMBER: MW-15
LOCATION: FUQUAY-VARINA, NORTH CAROLINA
INSTALLATION DATE: 10/14/03
GROUND SURFACE
CONCRETE
LOCKABLE CAP
GROUT
8-INCH DIA. BOREHOLE
2-INCH DIA. SCH. 40 PVC RISER --
BENTONITE SEAL
(11.0-13.0 FT.)
SAND PACK
2-INCH DIA. SCH. 40 PVC SCREEN
(.01-INCH SLOTS)
BOTTOM
TOTE: ALL PVC JOINTS ARE
FLUSH THREADED
JOB NUMBER: G-5878E
COVER ASSEMBLY WITH
REMOVABLE STEEL COVER
DEPTH TO
BASE OF
GROUT
11.0 FT.
DEPTH TO
TOP OF
SAND
13.0 FT.
TOTAL
DEPTH
OF WELL
25.0 FT.
I
SCREENED
INTERVAL
15.0-25.0 FT.
NL-
ENGINEERING
CONSULTING
SERVICES,LTD
TOTAL
DEPTH OF
BOREHOLE
25.0 FT.
TYPE II
MONITORING WELL
CONSTRUCTION DIAGRAM

CLIENT
GUILFORD MILLS
JOB #
G-5878E
BORING #
MW-15D
SHEET
1 OF 2
PROJECT NAME
ARCHITECT -ENGINEER
GUILFORD FIBERS
SITE LOCATION
-0- CALIBRATED
ARAT D PMMNS/ffn0
FUQUAY—VARINA,
NORTH CAROLINA
1 2 3 4 6+
DESCRIPTION OF MATERIAL
WATER LIQum
LLtI T PLASTIC CONTENT X LWT X
X--------------A
w
ROCK QUALITY DESIGNATION k RECOVERY
z
v
ROD%— — — REC.X
a
ENGLISH UNITS
20%-4O%-60%-80%_100X
a
d
® STAND HARDD PENETRATION
SURFACE ELEVATION
10 20 30 40 60+
0
Grass, Roots and Topsoil
Dark Red, Orange Rocky SAND
(SP)
5-Dark
Red Clayey Coarse SAND,
Moist (SC)
10
Light Tan Gray CLAY, Wet (CL)
15
Light Tan Gray CLAY (CL)
20
Tan, Red CLAY (CL)
25
30
--
------------
—
------------
CONTINUED ON NEXT PAGE.
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN -SITU THE TRANSITION MAY BE GRADUAL
.� WL WS OR qD
BORING STARTED 1 0 —1 5 — 0 3
T WL(AB) TWL(AC)
BORING COMPLETED 10 —15 — 0 3
CAVE IN DEPTH O
WL
RIG FOREMAN S A E D A C C O
DRILLING METHOD H SA

CLIENT
GUILFORD MILLS
JOB #
G-5878E
BORING #
MW-15D
SHEET
2 OF 2
PROJECT NAME
ARCHITECT -ENGINEER
GUILFORD FIBERS
SITE LOCATION
$ CALIBRATEON NENETMOMETER
FUQUAY-VARINA,
NORTH CAROLINA
I z s 4 6+
DESCRIPTION OF MATERIAL
PLASTIC CONTENT X LIMIT X
X--------------- 0
w
ROCK QUALITY DESIGNATION & RECOVERY
x
v
RQDX— — — REC.X
00X
a
ENGLISH UNITS
20%-40%-6OX-80X-1
a
p
STANDARD ON
® BLOWS/FT.
SURFACE ELEVATION
30
20 0 60+
Tan, Red CLAY (CL)
3
END OF BORING @ 35.0'
40
45
50
55
60
-
-
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN -SITU THE TRANSITION MAY BE GRADUAL
7 WL WS OR ®
BORING STARTED 10 -15 - 0 3
T WL(AB) WL(AC)
BORING COMPLETED 10 -15 - 0 3
CAVE IN DEPTH
T WL
RIG FOREMAN S A E D A C C O
DRILLING METHOD H SA

JOB NAME: GUILFORD FIBERS JOB NUMBER: G-5878E
WELL NUMBER: MW-15D
LOCATION: FUQUAY-VARINA, NORTH CAROLINA
INSTALLATION DATE: 10/14-15/03
COVER ASSEMBLY WITH.
REMOVABLE STEEL COVER
GROUND SURFACE
., fe
CONCRETE
LOCKABLE CAP
GROUT
10-INCH DIA. BOREHOLE DEPTH TO
BASE OF
2-INCH DIA. SCH. 40 PVC RISER GROUT
26.0 FT.
6-INCH DIA. SCH. 40 PVC RISER
25.0 FT.
2-INCH DIA. SCH. 40 PVC SCREEN
(.01-INCH SLOTS)
BENTONITE SEAL -
DEPTH TO
TOP OF
SAND
28.0 FT.
TOTAL
DEPTH
OF WELL
35.0 FT.
TOTAL
DEPTH OF
BOREHOLE
3 5. 0 FT.
EAf
%p
'OTE: ALL PVC JOINTS ARE I.D TYPEIII
-LUSH THREADED MONITORING WELL
ENGINEERING CONSTRUCTION DIAGRAM
CONSULTING
SERVICES,LTD

CLIENT JOB # BORING # SHEET
GUILFORD MILLS G-587BE MW-16 1 OF 1
PROJECT NAME ARCHITECT —ENGINEER tQ&TID
GUILFORD FIBERS
SITE LOCATION
FUQUAY-VARINA, NORTH CAROLINA
DESCRIPTION OF MATERIAL
z ENGLISH UNITS
a 0 SURFACE ELEVATION
0—
I Brown Clayey SILT (MH)
5
911
1 25
Red/ Tan/ Gray CLAY, Moist (C
Gray and Red CLAY (CH
Light Brown Gray Clayey SAND,
Wet (SC)
Gray/ White SAND, Wet (SC
�- CALIBRATED PENETROMETER
TONS/FT.
1 2 3 4 6+
PLASTIC WATER LIQUID
LIMIT X CONTENT X LDHIT X
X------- ---
ROCK QUALITY DESIGNATION & RECOVERY
z RQDX— — — REC.%
20X-4O%-60%-80%-100X
® STANDARD PENETRATION
BLOWS/FT.
10 20 30 40 60+
TVA =: 0.0 (ppm)":
TVA =: 0.0 (ppm)
TVA 6.95 ; (ppm)
TVA 7.28 1(ppm)
TVA 8.72 (ppm)
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN -SITU THE TRANSITION MAY BE GRADUAL
i WL WS OR ® BORING STARTED 10 -17 - 0 3
T_WL(AB) TWL(AC) BORING COMPLETED 10 -17 - 0 3 CAVE IN DEPTH
T WL RIG FOREMAN S A E D A C C O DRILLING METHOD H SA

JOB NAME: GUILFORD FIBERS
WELL NUMBER: MW-16
LOCATION: FUQUAY-VARINA, NORTH CAROLINA
INSTALLATION DATE: 10/20/03
GROUND SURFACE
CONCRETE
LOCKABLE CAP
GROUT
8-INCH DIA. BOREHOLE
2-INCH DIA. SCH. 40 PVC RISER
BENTONITE SEAL
(11.0-13.0 FT.)
SAND PACK
2-INCH DIA. SCH. 40 PVC SCREEN
(.01-INCH SLOTS)
BOTTOM
OTE: ALL PVC JOINTS ARE
FLUSH THREADED
JOB NUMBER: G-5878E
COVER ASSEMBLY WITH
REMOVABLE STEEL COVER
DEPTH TO
BASE OF
GROUT
11.0 FT.
DEPTH TO
TOP OF
SAND
13.0 FT.
TOTAL
DEPTH
OF WELL
25.0 FT.
I
SCREENED
INTERVAL
15.0-25.0 FT.
I�CSLTD
ENGINEERING
CONSULTING
SERVICES,LTD
TOTAL
DEPTH OF
BOREHOLE
2 5. 0 FT.
TYPE II
MONITORING WELL
CONSTRUCTION DIAGRAM

CLIENT
JOB #
BORING #
SHEET
GUILFORD MILLS
G-5878E
MW-16D
1 OF 2
tQ&TD
PROJECT NAME
ARCHITECT -ENGINEER
GUILFORD FIBERS
SITE LOCATION
-0- CALIBRATED PENEgOMETER
TONS/FT.
FUQUAY-VARINA,
NORTH CAROLINA
1 2 3 4 6+
DESCRIPTION OF MATERIAL
PLASTIC WATER LIQUID
UMIT X CONTENT X LIMIT X
X---------------
w
ROCK QUALITY DESIGNATION & RECOVERY
z
RQD%- - - REC.X
ENGLISH UNITS
P.
20%-40%-60%-80%-1009
® STANDARD PENETRATION
SURF ACE ELEVATION
vi
10 20 30 40 50+
0
Brown Clayey SILT (MH)
TVA =: 0.0 (ppm)
5
Red/ Tan/ Gray CLAY, Moist (CL)
TVA =: 0.0 (ppm)
10
Gray and Red CLAY (CL)
:TVA = 6.95.(ppm).
15
Light Brown Gray Clayey SAND,
Wet (SC)
TVA = 7.28:(ppm)
20
Gray/ White SAND, Wet (SW)
;.
'
.TVA = 8.72:(ppm)
25
Gray/ White SAND, Wet (SW)
TVA =: 10.12 (ppm)
30
-
-
------------
—
------------
CONTINUED ON NEXT PAGE.
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN -SITU THE TRANSITION MAY BE GRADUAL
7 WL WS OR 4D
BORING STARTED 1 0— 1 7— 0 3
T,WL(AB) jWL(AC)
BORING COMPLETED 10 —17 — 0 3
CAVE IN DEPTH
T'WL
RIG FOREMAN S A E D A C C O
DRILLING METHOD H SA
I

CLIENT
GUILFORD MILLS
JOB #
G-5878E
BORING #
MW-16D
SHEET
2 OF 2
�Q&TIID
PROJECT NAME
ARCHITECT -ENGINEER
GUILFORD FIBERS
SITE LOCATION
-O- CALIBRATED PENETR OMETER
Toxs/trr.
FUQUAY-VARINA,
NORTH CAROLINA
1 2 9 4 6+
DESCRIPTION OF MATERIAL
PLASTIC
x CONTENT A LIMIT X
wX
--------- --------�
�
w
�
ROCK QUALITY DESIGNATION k RECOVERY
RQDX- - - REC.X
ENG11SH UNITS
20%-40%-60%-80%_100X
A
F
WS/ENETRATION
STANDARDLOP
SURFACE ELEVATION
30
10 20 30 40 50+
Brown Clayey SAND, Wet
Light.
NA =. 7.82 1(ppm):
3
White/ Gray CLAY (CL)
TVA =: 0.0 (ppm)
40
END OF BORING 0 40.0'
45
50
55
60
—
—
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN -SITU THE TRANSITION MAY BE GRADUAL
WL WS OR OD
BORING STARTED 1 0 -17 - 0 3
TWL(AB) TWL(AC)
BORING COMPLETED 1 0 - 1 7 - 03
CAVE IN DEPTH
WL
RIG FOREMAN S A E D A C C O
DRILLING METHOD H SA

JOB NAME: GUILFORD FIBERS
JOB NUMBER: G-587BE
WELL NUMBER: MW-16D
LOCATION: FUQUAY-VARINA, NORTH CAROLINA
INSTALLATION DATE: 10/17-20/03
GROUND SURFACE
CONCRETE
LOCKABLE CAP
10-INCH DIA. BOREHO
2-INCH DIA. SCH. 40 PVC RISER
6-INCH DIA. SCH. 40 PVC RISER
42.0 FT.
2-INCH DIA. SCH. 40 PVC SCREEN
(01-INCH SLOTS)
BENTONITE
SAND PACK
BOTTOM
TOTE: ALL PVC JOINTS ARE
ZLUSH THREADED
COVER ASSEMBLY WITH
REMOVABLE STEEL COVER
DEPTH TO
BASE OF
GROUT
42.0 FT.
if DEPTH TO
TOP OF
SAND
44.0 FT.
TOTAL
DEPTH
OF WELL
52.0 FT.
I
am Agolk
16mc
,qDL TD
ENGINEERING
CONSULTING
SERVICES,LTD
SCREENED INTERVAL
47.0-52.0 FT.
T
TOTAL
DEPTH OF
BOREHOLE
52.0 FT.
TYPE III
MONITORING WELL
CONSTRUCTION DIAGRAM

CLIENT
GUILFORD MILLS
JOB #
G-5878G
BORING #
MW-17
SHEET
1 OF 1
M&TD
PROJECT NAME
ARCHITECT -ENGINEER
GUILFORD FIBERS
SITE LOCATION
—0— CALIBRATED PENETROMETER
TONS3FT 2
FUQUAY—VARINA,
NORTH CAROLINA
1 2 4 5+
DESCRIPTION OF MATERIAL
PLASTIC WATER LIQUID
LIMIT % CONTENT % LIMIT %
w
X--------------�
�
_
ROCK QUALITY DESIGNATION de RECOVERY
z
RQD%— — — REC.%
x
a
ENGLISH UNITS
20%-40%-60%80%100%
® STANDARD PE ETRATION
SURFACE ELEVATION
10 20 30 40 60+
®
Light Brown/ Red Sandy SILT
FID = : 0.0 (ppm)
5-
Light Red Fine SAND, Moist
-
FID = 0.0 (ppm)
10
Light Gray/ Tan Clayey SAND,
Wet
FID = : 0.0 (PPm)
15
Purple Clayey SAND, Wet
FID = : 0.0 (ppm)
20
END OF BORING @ 20.0'
25
30
—
—
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN —SITU THE TRANSITION MAY BE GRADUAL
7— WL WS OR ®
BORING STARTED 0 3 —10 — 0 4
Y WL(AB) Y_WL(AC)
BORING COMPLETED 0 3 —10 — 0 4
CAVE IN DEPTH
-7WL
RIG FOREMAN SAEDACCO
DRILLING METHOD AUGER

JOB NAME: GUILFORD FIBERS
WELL NUMBER: MW-17
LOCATION: FUQUAY-VARINA, NORTH CAROLINA
INSTALLATION DATE: 3/10/04
GROUND SURFACE
CONCRETE
LOCKABLE CAP
8-INCH DIA.
2-INCH DIA. SCH. 40 PVC
BENTONITE SEAL
(6, 0 - 8. 0 FT.)
SAND PACK
2-INCH DIA. SCH. 40 PVC SCREEN
(.01-INCH SLOTS)
BOTTOM
NOTE: ALL PVC JOINTS ARE
FLUSH THREADED
JOB NUMBER: G-5878G
COVER ASSEMBLY WITH
REMOVABLE STEEL COVER
DEPTH TO
TOP OF
SAND
8.0 FT.
SCREENED
INTERVAL
10.0-20.0 FT.
TOTAL
DEPTH OF
BOREHOLE
20.0 FT.
TOTAL
DEPTH
OF WELL
20.0 FT.
TYPE II
MONITORING WELL
CONSTRUCTION DIAGRAM
ENGINEERING
CONSULTING
SERVICES.LTD

MW-11
North Carolina - Department of Environment and Natural �esources - Division of Water Quality - Groundwater Section
� f `a nl CERTIFICATION #
WELL CONTRACTOR (INDIVIDUAL) NAME (print) d
WELL CONTRACTOR COMPANY DAME _
ct�ac,c.6 PHONE # �
STATE WELL CONRUCTION PERMIT# ASSOCIATED WQ PERMIT#
ST
licable
(if applicable) (if app)
1. WELL USE (Check Applicable Box): Residential ❑ Municipal/Public ❑ Industrial ❑ Agricultural ❑
Monitoring-R Recovery ❑ Heat Pump Water Injection ❑ Other ❑ If Other, List Use
2, WELL LOCATION:
Nearest Town: l! L!w 11'4�ej .V County�-A
(Street Name, Numbers, Community, Subdivision, LotNo., Zip Code)
3. OWNER:` a t✓ ]✓ QPD �l �e
Address C 2NS -
(Street or Route No.)
ty or Town State Zip Code
C--)-
Area code- Phone number
4. DATE DRILLED 3
5. TOTAL DEPTH:
—
6. DOES WELL REPLACE EXISTING WELL? YES ❑ NO
7. STATIC WATER LEVEL Below Top of Casing: ' ° FT.
(Use "+" if Above Top of Casing)
8. TOP OF CASING IS _ FT. Above Land Surface*
*Top of casing terminated attor below land surface requires a
variance in accordance with 15A NCAC 2C..0118.
9. YIELD (gpm): METHOD OF TEST
10. WATER ZONES (depth):
Topographic/Land setting
❑Ridge ❑Slope ❑Valley %Flat
(check appropriate box)
Latitude/longitude of well location
(degmesiminutes/seconds)
Latitude/longitude source: C1GPS13Topographic map
(check box)
DEPTH DRILLING LOG
From To Formation Description
DISINFECTION: Type
Amount
CASING: Wall Thickness
Depth Diameter
or Weight/Ft. Material
From �' Tom Ft.
s C t l
From To FL
From To Ft
GROUT: Depth Material Method
Fromm Tom Ft. �-'v
From To Ft.
SCREEN: DepthDiameter
From��_ TOE3�44 Ft °' in.
Slot Size Material
' Q / 0 in.
From_ To Ft. in.
in.
SAND/GRAVEL PACK:
f Depth Size
From V To
Material
From, To Ft.
LOCATION SKETCH
Show direction and distance in miles from at least
two State Roads or County Roads. Include the road
numbers and cgmmon road names.
I
16. REMARKS: N �c� i to T
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C, WELL
CONSTRUCTION ST S, THAT A COPY OF THIS RECORD HAS BEEN PROVIDED TO THE WELL OWNER
SIGNATURE F PERSON CONSTRUCTING THE WELL
DATE
Submit the original to the Division of Water Quality, Groundwater Section,1636 Mail Service Center - Raleigh, NC
27699-1636 Phone No. [phone], within 30 days. GW-1 REV. 07/2001
A

CLIENT
GUILFORD MILLS
JOB #
G-5878GI
BORING #
MW-18
SHEET
1 OF 1
U
PROJECT NAME
ARCHITECT —ENGINEER
9r D
GUILFORD FIBERS
SITE LOCATION
P CALIBRATED ENE!
TONSIFT.9010TER
FUQUAY-VARINA,
NORTH CAROLINA
1 2 3 4 5+
DESCRIPTION OF MATERIAL
PLASTIC WATER LIQUID
LUUT % CONTENT X LEM %
ROCK QUALITY DESIGNATION & RECOVERY
c;
RQD%— — — REC.X—
ENGLISH UNITS
—20%-40%-60%-8O%_1 0O%_
STANDA RD PENETRATIONBLOWS/Iff.
SURFACE ELEVATION
10 20 040 50+
0
Orange/ Light Brown Sandy SILT
FID = :37.17: (PPM)
5
Orange/ Light Brown SAND, Moist
FID = :46.27: (ppm)
10
Dark Red/ Purple Coarse SAND,
Petroleum Odor, Wet
FID = 3260 :(ppm)
15-
-
Light Ton/ Pink Clayey SAND,
Wet
FID = :8.30 (Ppm):
20—
END OF BORING @ 20.0'
25-
30
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN S13IL TYPES IN -SITU THE TRANSITION MAY BE GRADUAL
1vL WS OR a
BORING STARTED 03-10-04
Y WL(AB) TWL(AC)
BORING COMPLETED 03-10-04
CAVE IN DEPTH 0
!WL
RIG FOREMAN SAEDACCO
DRILLING METHOD AUGER

JOB NAME: GUILFORD FIBERS
LOCATION: FUQUAY-VARINA, NORTH CAROLINA
INSTALLATION DATE: 3/10/04
GROUND SURFACE
CONCRETE��
LOCKABLE CAP -�
GROUT
8-INCH DIA. BOREHOLE
2-INCH DIA. SCH. 40 PVC RISER
BENTONITE SEAL
(6.0-8.0 FT.)
SAND PACK
2-INCH DIA. SCH. 40 PVC SCREEN
(.01-INCH SLOTS)
BOTTOM
NOTE: ALL PVC JOINTS ARE
FLUSH THREADED
JOB NUMBER: G-5878G
COVER ASSEMBLY WITH
REMOVABLE STEEL COVER
DEPTH TO
BASE OF
GROUT
6.0 FT.
DEPTH TO
TOP OF
SAND
8.0 FT.
TOTAL
DEPTH
OF WELL
20.0 FT.
I
SCREENED
INTERVAL
10.0-20.0 FT.
M!;LTD
ENGINEERING
CONSULTING
SERVICES,LTD
TOTAL
DEPTH OF
BOREHOLE
20.0 FT.
TYPE II
MONITORING WELL
CONSTRUCTION DIAGRAM

A
North Carolina - Department of Environment and Na t esources - Divisions of
Water Quality - Groundwater Section
WELL CONTRACTOR (INDIVIDUAL) NAME (print) +C"""'" _ CI RTIFICATIOIV #
WELL CONTRACTOR COMPANY NAME
Eaeclacus PHONE#
STATE WELL CONSTRUCTION PERMIT# ASSOCIATED WQ PERMIT#
(if applicable) (if a licable
1. WELL USE (Check Applicable Box): Residential ❑ Municipal/Public ❑ Industrial ❑ Agricultural ❑
Monitoring-g Recovery ❑ Heat Pump Water Injection ❑ Other ❑ If Other, List Use
2, WELL LOCATION:
Nearest Town: u a
vee,IYA County
(Street Name,'Numbeis, Community, Subdivision, Lot No., Zip Code)
3. OWNER: u + L �612D �t %e
Address G eNS'D
(Street or Route No.)
ty or Town State Zip Code
Area code- Phone number
4. DATE DRILLED
5. TOTAL DEPTH:
6. DOES WELL REPLACE EXISTING WELL? YES ❑ NO
7. STATIC WATER LEVEL Below Top of Casing: L a' FT•
(Use if Above Top of Caging)
8. TOP OF CASING IS FT. Above Land Surface*
*Top of casing terminated attor below land surface requires a
variance in accordance with 15A NCAC 2C..0118.
9. YIELD (gpm): METHOD OF TEST
10. WATER ZONES (depth);
11. DISINFECTION: Type Amount
12, CASING: Wall Thickness
Depth Diameter or Weight(Ft. Material
From 0 To ( ° Ft. ', w c�r-LLC-1-1
13.
14.
15.
Topographic/Land setting
❑R.idge ❑Slope ❑Valley OFlat
(check appropriate box)
Latitude/longitude of well location
(degrees/minutes/seconds)
Latitude/longitude source:❑GPS❑Topographic map
(check box)
DEPTH DRILLING LOG
From To Formation Description
From To r
From To Ft.
GROUT, Depth , terial
O (0 . Ft.
Method
PO f�_
Fro; To _ ,4Wlb
From To Ft.
SCREEN: Depth Diameter
From ! 0 ` To 10 ' Ft " in.
Slot Size Material
i in.
From To Ft. in.
in.
SAND/GRAVEL PACK:
Dept Size
From T To Ft. JI& ~'
Material
I u + C ' ��
From To
LOCATION SKETCH
Show direction and distance in miles from at least
two State Roads or County Roads. Include the road
numbers and cgmmon road names.
v
a_
16. REMARKS: 4 Q � �' Seat- 6' t2 f, -
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C, WELL
rr)mO,TR T Trwrinw 0,TANDARDS. AND THAT A COPY OF THIS RECORD HAS BEEN PROVIDED TO THE WELL OWNER
SIGNATURE 6F PERSON CONSTRUCTING THE WELL DATE
Submit the original to the Division of Water Quality, Groundwater Section,1636 Mail Service Center - Raleigh, NC
27699-1636 Phone No. [phone], within 30 days. GW-1 REV. 07/2001

WELL CONSTRUCTION RECORD
North Carolina - Department of Environment and Npjal esources - Division of Water Quality - Groundwater Section
WELL CONTRACTOR (INDIVIDUAL) NAME (print.) IM 1 t;. - t° CERTIFICATION`41116z"'
WELL CONTRACTOR COMPANY NAME C3 PHONE # t? �
STATE WELL CONSTRUCTION PERMfr# ASSOCIATED WQ PERMIT#
(if applicable) (if applicable),.
m
1. WELL USE (Check Applicable Box): Residential ❑ Municipal/Public ❑ Industrial ❑ Agricultural ❑
Monitorino Recovery ❑ Heat Pump Water Injection ❑ Other ❑ If Other, List Use
2. WELL LOCAT
.PN' Nearest Town:T(d "*.q, County
? D� -8' )eh
(Street Name, Numbers, Community, Subdivision, Lot No., Zip Code)
3. 0WNER:(Q1LF:by-j) FI bei-
Address _IM 6 1GQC& ft,
(Street or Route No.)
rCl V4rIV4, l C.,
0for Ton State I Zip Code
U- `r
Area code- Phone number , 0 7
4. DATE DRILLED " /•$
5. TOTAL DEPTH:��
6. DOES WELL REPLACE EXISTING WELL? YES ❑ N0;W
7, STATIC WATER LEVEL Below Top of Casing: FT,
(Use "+" if Abovc Top of Casing)
8. TOP OF CASING IS ,. _ FT. Above Land Surface*
*Top of casing terminated atfor below land surface requires a
variance In accordance with 15A NCAC 2C .0118.
9. YIELD (gpm): METHOD OF TEST
10. WATER ZONES (depth):
Topographic/Land setting
❑Ridge ❑Slope ❑Valley Flat
(check appropriate box)
Latitude/longitude of well location
(degrees/minutes/seconds)
Latitude/longitude source:❑GPS❑Topographic map
DEPTH
From o ,
(check box)
DRILLING LOG
Formation D cr'
I r
LOCATION SKETCH
11. DISINFECTION: Type Amount . Show direction and distance in miles from at least
12. CASING: Wall Thickness two State Roads or County Roads. Include the road
Depth Diameter or Weight/Ft. Material numbers and common road names.
From To �' Ft. 1 t�VC.! jaw 3
From To� Ft. �_ s
From To Ft.
13. GROUT: Depth Material Method t
From To' " Ft. Qd"if anpFrom To7 e Fti br!f .fi D ' M 14. SCREEDep Diameter Slot Size Mat From To Ft. °i in. ► 0tQ in. ^ From To Ft. int. in.
15. SAND/GRAVEL PACK: -11
Depth Size Material
From_'? To =Ft. � rtt ICE SauA
From- To Ft.
16. REMARKS: ;U ReAtivwd+e, Secs I- `7S"'y '7q ` i
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C, WELL
CONSTRUCTION STANDARDS, AND-HJkT Q. COPY OF THIS RECORD HAS BEEN PROVIDED TO THE WELL OWNER
W-,;e / "
TURE OF PERSON
THE WELL
Submit the original to the Division of Water Quality, Groundwater Section,1636 Mail Service Center - Raleigh, NC
27699-1636 Phone No. [phone], within 30 days. OW-1 REV. 07/2001

WELL CONSTRUCTION RECORD
North Carolina - Department of: Environment and Npit 1 Resources - Division of Water Quality - Groundwater Section
ry
WELL CONTRACTOR (INDIVIDUAL) NAME (print) ZW� i �+G�.� CERTIFICATION
WELL CONTRACTOR COMPANY NAME hair --- PHONE
STATE WELL CONSTRUCTION PERMIT# ASSOCIATED WQ PERMIT#
(if applicable if applicable)_
m,
1. WELL USE (Check Applicable Box): Residential ❑ Municipal/Public ❑ Industrial ❑ Agricultural ❑
Monitoring ❑ Recovery E3 Heat Pump Water Injection ❑ Other ❑ If Other, List Use
2. WELL LOCAT .
Nearest Town; x( e g t1408 County 7,.A �
(Street Name, Numbers, Community, Subdivision, Lot No., Zip Code)
3. OWNER: t LFO y z r 6eZ
Address +ice �AiS D
(Street or Route No.)
iaik ,V tAeLL(l /ii(/
CitXr To n State Zip Code
Area code- Phone number
4. DATE DRILLED L
5. TOTAL DEPTH: `
6. DOES WELL REPLACE EXISTING WELL? YES ❑ �IOX
7. STATIC WATER LEVEL Below Top of Casing: 3 P = FT.
(Use'Y' if Above: Top of Casing)
& TOP OF CASING IS 0 -- FT, Above Land Surface*
*Top of casing terminated at/or below land surface requires a
variance In accordance with ISA NCAC 2C .0118.
9. YIELD (gpm): METHOD OF TEST
10. WATER ZONES (depth):
11. DISINFECTION: Type Amount
12. CASING: Wall Thickness
Depth Diameter or Weight/Ft. Material
From To 1<' Ft. _ S� fvc/
From_0_ To f• J , Ft. 4 `� -+'iOk YQ V
From To Ft.
13. GROUT: Depth Material Method
"From To ' Ft. 7d r ti ►"�
e"From - To Ft. 7 rr� J
14. SCREEN: Depth Diameter Slot Size Material
From IS" To Ft. ):' in. +O tO in. PYC,
From TO Ftin. in.
15. SAND7GRAVELPACK:
Depth Size Material
From To ?' Ft. ' $�> t ► - r 60
From To Ft
Topographic/Land setting
❑Ridge ❑Slope ❑ValleyFlat
(check appropriate box)
Latitude/longitude of well location
(degrees/minutes/seconds)
Latitude/longitude source:❑GPS❑Topographic map
16. REMARKS: IQ 6.9,N+ONtle- SeAi I l #t o 74
DEPT
From To r
C�►''i i
(check box)
DRILLING LOG
Formation pescription
LOCATION SKETCH
Show direction and distance in miles from at least
two State Roads or County Roads. Include the road
numbers and common road names.
w �
LFerS
b
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C, WELL
CONSTRUCTION STANDARDS, A�RTJIA'f A COPY OF THIS RECORD HAS BEEN PROVIDED TO THE WELL OWNER
OF P
CONSTRUCTING THE
-/C-- o
DATE
Submit the original to the Division of Water Quality, Groundwater Section,1636 Mail Service Center - Raleigh, NC
27699-1636 Phone No. (919) 733,3221, within-30 days. GW-1 REV. 07/2001

WELL CONSTRUCTION RECORD
North Carolina - Department of Environment and Na Resources - Division of
ffpWater Quality - Groundwater Section .
WELL, CONTRACTOR (INDIVIDUAL) NAME (print)_r,� L 4 CERTIFICATION
WELL CONTRACTOR COMPANY NAME _ 9�G4 C'S&,Cj PHONE
STATE WELL CONSTRUCTION PERMIT# ASSOCIATED WQ PERMIT#
if a licable if a licable
WELL USE {heck Applicable Box); Residential ❑ MunicipaUPublic ❑ Industrial ❑ Agricultural ❑
Monitorin Recovery ❑ Heat Pump Water Injection ❑ Other ❑ If Other, List Use
2. WELL LOCATIO
Nearest Town: is i/R e N kt, County A" k''L.
(Street Name, Numbers, Community, Subdivision, Lot No., Zip Code)
3. OWNER: �u r _ kes
Address '-O A—ic. ftS_f
(Street or Route No.)
ity of Town State' Zip Code
Area code- Phone number
4. DATE DRILLED 17 $ w4 y
5. TOTAL DEPTH: %' 921
6. DOES WELL REPLACE EXISTING WELL? YES ❑ NOW
7. STATIC WATER LEVEL Below Top of Casing: Lj. 9 T.
y� (Use "-P' if Above Top of Casing)
8. TOP OF CASING IS "J FT. Above Land Surface*
*Top of casing terminated at/or below land surface requires a
variance in accordance with 15A NCAC 2C .0118.
9. YIELD (gpm): METHOD OF TEST
10. WATER ZONES (depth):
11. DISINFECTION: Type Amount
12. CASING: Wall Thickness
Depth Diameter or Weight/Ft. Material
From C2 _ - To—'.-tV Ft. " SkJ1 YO PVC✓
From To Ft.
From To Ft.
13. GROUT: Depth' ` Material Method
From_ jO -__ To=Gq` Ft. IPTCA!Y) � 1 vvi
From To Ft.
14, SCREEN: Depth Diameter Slot Size Material
From To _, , Ft,- " in. . 41(3 in, i/CJ
From. To Ft. in, in.
is. SANDIGRAVEL PACK:
Depth � Size Material
From _To J� Ft. - 5-0L t , ANAL
From To Ft.
16. REMARKS: X t?ex4ey1 `S�.c„
I DOREREBY CERTIFY THAT
CONSTRUCTION STANDARD',
Topographic/Land setting
❑Ridge ,`$,Slope ❑Vall'ey ❑Flat
(check appropriate box)
Latitude/longitude of well location
(degrees/m inures/seconds)
Latitude/longitude source: ❑GPS❑Topographic map
(check box)
DEPTH DRILLING LOG
From U Formation Desc ' tion
�Y
_a 1� E7
LOCATION SKETCH
Show direction and distance in miles from at least
two State Roads or County Roads. Include the road
numbers and common road names.
WELL WAS CONSTRUCTED IN ACCORDANCE`S
T COPY OF THIS RECORD HAS BEEN PR(
L
[ATURE OF PERSON ItOG THE WELL
+moo© �
I 15A N ASC 2C, W LL
DFeD..TO THE WEL OWNER
t_
DATE
Submit the original to the Division of Water Quality, &oundwater Section,1636 Mail Service Center - Raleigh, NC
27699-1636 Phone No. [phone], within 30 days. GW-I REV. 07/2001

AMEC Earth & Environmental, Inc.
amec-' BORING LOG
Boring/Well No,: MW-22D
Site Name: Former Guilford Mills Facility
Date. 3118109
Location: Fuquay-Varina, North Carolina
Job No.: 561460000
Sample Method: Cuttings Observation
AMEC Rep: Katie Lippard
Drilling Method- Air Rotary
Remarks:
Depth
(ft BLS)
FID Reading
(ppm)
Blow Counts
Soil/Lithologic Description
0-10
0
Red brown clayey SILT, dry,
10-51
0
Tan clayey SILT, moist.
30
0
35
0.7
41
1.2
63
0.6
51-71
Partially weathered rock (PWR)
71 - 90
Gray Mudstone. Details below.
75
Gray MUDSTONE
76-77
Fracture zone
82
2.2
Gray MUDSTONE
88
3.5
Gray MUDSTONE
Bottom of boring at 90 It b1s.
WELL CONSTRUCTION
DETAILS- (if AoplfdaOle):�
Well TypelDiameter: PVC 12"
Outer Casing Interval: 0 - 71'
Total Depth: 80'
Outer Casing Diameter: 6"
Screen Interval: 76- 80'
Bentonite Interval: 70'- 73'
Sand Interval: 73'- 80'
Slot Size: 0.01"
Grout Interval: 0 - 70'
Static Water Level: 28,37

NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION #
1. WELL CONTRACTOR:
Tommy Bolyard
Well Contractor (Individual) Name
Environmental Drilling & Probing Services, LLC (EDPS)
Well Contractor Company Name
STREET ADDRESS 17538 Greenhill Road
Charlotte NC 28278
City or Town State Zip Code
70( 4 )_ 607.7529
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable) MW-22D
STATE WELL PERMIT#(ifapplicable) NA
DWQ or OTHER PERMIT #(if applicable) NA
WELL USE (Check Applicable Box) Monitoring I] MuniclpaUPublic D
Industdal/Commercial D Agricultural D Recovery D Injection ❑
Inigationo Other D (list use)
DATE DRILLED 3/18109 and 3/26109
TIME COMPLETED NA AM ❑ PM D
3. WELL LOCATION:
CITY: Fuquay-Varina COUNTY
200 Dickens Road, Fuquay-Varina
(Street Name, Numbers, Community, Subdlvision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
❑ Slope ElValley 9I Flat ❑ Ridge ❑ Other
(check appropriate box)
LATITUDE 3 NA May be in degrees,
— minutes, seconds or
LONGITUDE NA in a decimal format
Latitude/longitude source: UGPS ❑Topographicmap
(location of well must be shown on a USGS topo map and
attached to this form if not using GPS)
4. FACILITY -Is the name of the business where the well Is located.
FACILITY ID #(if applicable) NA
NAME OF FACILITY Former Guilford Mills Site
STREET ADDRESS 200 Dickens Road
Fuquay-Varina NC
City or Town State Zip Code
CONTACT PERSON NA
MAILING ADDRESS NA
NA
City or Town State Zip Code
( NA ). NA
Area code - Phone number
5. WELL DETAILS:
a. TOTAL DEPTH: 80,
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO 91
c. WATER LEVEL Below Top of Casing: NA Ff.
(Use "+' if Above Top of Casing)
3307
d. TOP OF CASING IS 0
FT. Above Land Surface`
*Top of casing terminated..at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): NA
METHOD OF TEST NA
f. DISINFECTION: Type
NA Amount NA
U. WATER ZONES (depth):
From NA To NA
Frait. NA To NA
From NA To NA
FraTL NA To NA
FroffL NA To NA
From NA To NA
6. CASING:
Thickness/
Depth
Diameter
We�ghtt
Mat nat
From 71
To 0
Ft.
6"
Sc .40
PV�
From 75
To 0
Ft-
2"
sch.40
PVC
From
To
Ft.
7. GROUT:
Depth
Material
Method
From 73
To 71
Ft.
Bentontte
Tremie
From 7_ ToL— Ft.
Grout
Tremie
From
Tc
Ft.
8. SCREEN:
Depth
Diameter
Slot Size
Material
From 80
To 75
Ft.
2" in.
0.01 In.
PVC
From
To
Ft.
in.
In.
From
To
Ft.
in.
in,
9. SAND/GRAVEL PACK:
Depth Size Material
FraTL 80 To 73 Ft. #2,med Sand
From To Ft.
From To Ft.
10. DRILLING LOG
From To Formation Description
0-80 (clay/silt)
11, REMARKS:
I DO HEREBY CERTIFY THATTHIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL C,ONS)FUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN (➢/t�IDEDTO THEW OWNER.
4/6/09
SIGNATURE ,VCERTIEf9D WE LNTRAC OR DATE
�cTrn►u y (� c�i�-�
PRINTED NAME OF PERSON ONSTRUC ING THE WELL
Submit the original to the Division ofWater Quality within 30 days. Attn: Information Mgt., Form GWAb
1617 Mail Service Center— Raleigh, NC 27699.1617 Phone No. [phone] ext 568. Rev. 7/05

AMEC Earth & Environmental, Inc.
amecOBORING LOG
Boring/Well No.: MW-23D
Site Name: Former Guilford Mills Facility
Date: 3118109
Location: Fuquay-Varina, North Carolina
Job No.: 661460000
Sample Method: Cuttings Observation
.WEC Rep: Katie Lippard
Drilling Method: Air Rotary
Remarks:
Depth
(ft BLS)
FID Reading
(ppm)
Blow Counts
Soil/Lithologic Description
0'-51'
Orange brown clayey medium SAND with silt. Sand becomes
more coarse with depth.
20'
0.9
31'
0A
35'
1.6
45'
2.5
51'
3.6
58'
3.2
71'
3.2
51' - 71'
Partially weathered rock (PWR)
Gray MUDSTONE with granitic intrusions. Further details below.
65'
0
-
71'
0
81,
0
85'
Fracture - producing water
86':..
0
92'
0
100'
0
101'
Harder rock, slower drilling rate. Quartz in cuttings.'
102'
0
Gray MUDSTONE with quartz pieces in cuttings, water.
107'
0
Gray MUDSTONE with quartz pieces in cuttings, water.
110,
0
Gray MUDSTONE with quartz pieces in cuttings, water.
112'
0
Gray MUDSTONE with quartz pieces in cuttings, water.
' 115'
� 0
Gray MUDSTONE with quartz pieces in cuttings, water.
119,
0
Gray MUDSTONE with quartz pieces in cuttings, water.
122'
0
Gray MUDSTONE with quartz pieces in cuttings, water.
138'
0
Gray MUDSTONE with quartz pieces in cuttings, water.
149'
0
Fracture
152,
0
Water is orange color, potential weathered fractured zone.
157'
0
Gray MUDSTONE
WELL CONSTRUCTION 4DETAILS (if Applicab_ le}
Well Type/Diameter: PVC / 2"
Outer Casing Interval: 0 - 71'
Total Depth: 156'
Outer Casing Diameter: 6"
Screen Interval: 150' -155'
Bentonite Interval: 143' -148'
Sand Interval: 148' -155'
Slot Size: 0.01"
Grout Interval: 0 -143'
Static Water Level: 11.45 btoc

NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources -Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 3307
1. WELL CONTRACTOR:
Tommy Bolyard
Well Contractor (Individual) Name
Environmental Drilling & Probing Services, LLC (EDPS)
Well Contractor Company Name
STREET ADDRESS 17538 Greenhill Road
Charlotte NC 28278
City or Town State Zip Code
70( 4 )- 607,7529
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable) MW-23D
STATE WELL PERMIT#(if applicable) NA
DWQ or OTHER PERMIT #(if applicable)- NA
WELL USE (Check Applicable Box) Monitoring M MunicipaltPublic ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED 3/23/09 and 3/24/09
TIME COMPLETED NA AM ❑ PM ❑
3. WELL LOCATION:
CITY: Fuquay-Vadna COUNTY
200 Dickens Road, Fuquay-Vahna
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
❑Slope ❑Valley mFlat []Ridge ❑ Other
(check appropriate box)
LATITUDE 3 NA May be in degrees,
—' minutes, seconds or
LONGITUDE _NA in a decimal format
Latitude/longitude source: ❑GPS ❑ Topographic map
(location of well must be shown on a USGS topo map and
attached to this form !f not using GPS)
4. FACILITY- is the name of the business where the well Is located,
FACILITY ID #(if applicable) NA
NAME OF FACILITY Former Guilford Mills Site
STREET ADDRESS 200 Dickens Road
Fuquay-Vadna NC
City or Town State Zip Code
CONTACT PERSON NA
MAILING ADDRESS NA
NA
City or Town State Zip Code
( NA )_ NA
Area code - Phone number
5. WELL DETAILS:
a. TOTAL DEPTH, 155,
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO 91
c. WATER LEVEL Below Top of Casing: NA T.
(Use'+' if Above Top of Casing)
d. TOP OF CASING IS 0
FT. Above Land Surface*
*Top of casing terminated at/or below land surface may require
a variance 1n accordance with
15A NCAC 2C .0118.
e. YIELD (gpm): NA
METHOD OF TEST NA
f. DISINFECTION: Type
NA Amount NA
g. WATER ZONES (depth):
From NA Tc NA
From NA To NA
From NA To NA
From NA To NA
From NA To NA
From NA To NA
6. CASING:
Thickness/
DepFrom
Diameter
Wec4b
I�trial
71
To 0
Ft.
From 150
TcL 0
Ft.
2"
sch.40
PVC
From
To
Ft.
7. GROUT:
Depth
Material
Method
From 148
To 146
Pt,
Bentonite
Tremie
From 146
To Ft.
Grout
Tremie
From
To
Ft.
8. SCREEN:
Depth
Diameter
Slot Size
Material
From 155
TCL. 150
Ft.
2" in.
0.01 In.
PVC
From
To
Ft.
in.
in.
From
To
Ft.
in.
in.
9. SAND/GRAVEL PACK:
Depth
Size
Material
FrorrL 155
Tc 148
Ft. #2,med
Sand
From
To
Ft.
From
To
Ft,
10. DRILLING LOG
From To
0-80 (clav/silt)
80-155 (rock)
11. REMARKS:
Formation Description
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THATA COPY OF THIS
RECORD HAS BE P VIDED TOTHE W LL OWNER,
/f 416/09
SIGNATURX,6F C�E-RTT C TRACTOR DATE
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: information Mgt., Form GW-1b
1617 Mail Service Center— Raleigh, NC 27699-1617 Phone No. [phone] ext 668. Rev. 7/05

ameeAMEC Earth & Environmental, Inc.
-9 BORING LOG
BoringfWell No.: MW-24D
Site Name, Former Wiford Mills Facility
Date: 3118109
Location: Fuquay-Varina, North Carolina
Job No.: 561460000
Sample Method: Cuttings Observation
AMEC Rep: Katie Uppard
Drilling Method: Air Rotary
Remarks:
Depth
(ft BLS)
FID Reading
(ppm)
Blow Counts
Soil/Lithologic Description
0 - 47'
Red brown clayey fine SAND with silt. Wet at 28% saturated at 31' b1s,
47'- 67'
Harder drilling, partially weathered rock,
6T - 134'
Competent bedrock. Gray MUDSTONE with granite intrusive.rock.
134'- 159'
Black blotile SCHIST
(See detalied descriptions below)
70-75
Dry gray rock fragments - MUDSTONE
77
Hairline crack, moisture in cuttings, not saturated, smaller fragments.
80-82
Wet cuttings, dark gray rock, fragments.
83
0,7
Dry granite fragments.
85
Light gray silty fine SAND with fragments and granite.
91.5-92
Possible fracture, easier to drill, granite fragments softer, no water.
95
1 0.9
Dark gray granite fragments with water, harder rock.
110
1.0
Dark gray granite fragments, wet from fractures.
119
0.0
Gray granite fragments with water.
134
0.5
Dark gray/black fragments, producing a large amount of water,
145
0.5
Dark gray/black fragments, producing a large amount of water.
151
0.0
Dark gray/black fragments, producing a large amount of Water.
Bottom of boring at 159 ft b1s.
WELL CONSTRUCTION
DETAILS (if Applicable)
Well Type/Diameter: PVC 12"
Outer Casing Interval: 0 - 67'
Total Depth: 81'
Outer Casing Diameter: 6"
Screen Interval: 76'- 81'
Bentonite Interval: 71'- 74'
ISand Interval: 74'- 811
Slot Size: 0.01"
lGrout Interval: 0 - 71'
Static Water Level: 15.65 btoc

1 r ONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 3307
1. WELL CONTRACTOR:
Tommy Bolyard
Well Contractor (Individual) Name
Environmental Drilling & Probing Services, LLC (EDPS)
Well Contractor Company Name
STREET ADDRESS 17538 Greenhill Road
Charlotte NC 28278
City or Town State Zip Code
70( 4 )- 607.7529
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable) MW-24D
STATE WELL PERMIT#(if applicable) NA
DWO or OTHER PERMIT #(if applicable) NA
WELL USE (Check Applicable Box) Monitoring ® Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED 3/19109 and 3/25/09
TIME COMPLETED NA AM ❑ PM ❑
3. WELL LOCATION:
CITY: Fuquay-Varina COUNTY
200 Dickens Road, Fuquay-Varina
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
❑Slope ❑Valley ®Flat ❑Ridge ❑ Other
(check appropriate box)
LATITUDE 3 NA May be in degrees,
"— — minutes, seconds or
LONGITUDE NA in a decimal format
Latitude/longitude source: ❑GPS Li Topographic map
(location of well must be shown on a USGS topo map and
attached to this form if not using GPS)
4. FACILITY -is the name of the business where the well is located.
FACILITY ID #(if applicable) NA
NAME OF FACILITY Former Guilford Mills Site
STREET ADDRESS 200 Dickens Road
Fuquay-Varina NC
City or Town State Zip Code
CONTACT PERSON NA
MAILING ADDRESS NA.
NA
City or Town State Zip Codg
( NA ) NA
Area code - Phone number
S. WELL DETAILS:
a. TOTAL DEPTH: 81'
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO 91
C. WATER LEVEL Below Top of Casing: NA FT.
(Use "+• if Above Top of Casing)
d. TOP OF CASING IS 0
FT. Above Land Surface*
'Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): NA
METHOD OF TEST NA
f. DISINFECTION: Type
NA Amount NA
g. WATER ZONES (depth):
From NA To NA
From NA To NA
From NA To NA
From NA To NA
Fron-L NA To NA
From NA TCL NA
6. CASING:
Thickness/
Depth
Diameter We' htt Ma�tt riaI
Av�
From 67 To 0 Ft.
6" sc1,.40
From 76 Tc 0 Ft.
2" sch.40 PVC
From To Ft.
7. GROUT: Depth Material
From 74 To 72 Ft. Bentonite
Fromm 72 Tom— Ft. Grout
From To_ Ft.
Method
Tremie
Tremie
8. SCREEN:
Depth
Diameter
Slot Size Material
From 81
To 76
Ft. 2" In.
0,01 , in. PVC
From
To
Ft. in.
in.
From
To
Ft. in.
in.
9. SAND/GRAVEL PACK:
Depth
Size
Material
FrorrL 81
TcL 74
Ft. #2,med
Sand
From
To
Ft
From
Tc
Ft.
10. DRILLING LOG
From To Formation Description
0-81 (clay/silt)
11. REMARKS:
I DO HEREBY CERTIFYTHATTHIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC ZC, WELL CO�CTION STANOA
S, AND THAT A COPY OF THIS
RECORD HAS BEEN P EDTOTHE W5VPWNER.
/ 6/09
SIGNATURE OF ERTIFIE WEL C)
RACTOR DATE
%a wtv�ty e?C4a4d
PRINTED NAME OF PER N CONST
CTING THE WELL
Submit the original to the Division of Water Quality within 09.days. Attn: Information Mgt, Form GW-1b
1617 Mail Service Center— Raleigh, NC 27699-1617 Phone Np 019) 733-7015 ext 568.
., :,. Rev. 7/05

ameeA AEC Earth & Environmental, Inc.
, BORING LOG
BoringlWell No.: MW-25D
Site Name: Former Guilford Mills Facility
Date. 3/18/09
Location: Fuquay-Varina, North Carolina
Job No.: 561460000
Sample Method: Cuttings Observation
AMEC Rep: Katie Lippard
Drilling Method: Air Rotary
Remarks:
Depth
(ft BLS)
FID Reading
(ppm)
Blow Counts
Soil/Lithologic Description
0-15,
Orange clayey fine SAND with silt, moist.
12'
3.08
15'
2.85
Bottom of boring at 15 ft. b1s,
I
WELL CONSTRUCTION
DETAILS (If Applicable)
Well Type/Diameter: PVC / 2"
Outer Casing Interval:
Total Depth: 15'
Outer Casing Diameter:
Screen Interval: 5' - 15'
Bentonite Interval: 2' - 3'
Sand Interval: 3' -15'
Slot Size: 0.01"
Grout Interval: 0 - 2'
Static Water Level:

NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 3307
1. WELL CONTRACTOR:
Tommy Bolyard
Well Contractor (individual) Name
Environmental Drilling 1£ Probing Services, LLC (EDPS)
Well Contractor Company Name
STREET ADDRESS 17538 Greenhill Road
Charlotte NC 28278
City or Town State Zip Code
70( 4 )- 607,7529
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable) MW-25
STATE WELL PERMIT#(if applicable) NA
DWQ or OTHER PERMIT #(if applicable) NA
WELL USE (Check Applicable Box) Monitoring 91 Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED 3/31/09
TIME COMPLETED NA AM ❑ PM ❑
3. WELL LOCATION:
CITY: Fuquay-Vadna COUNTY
200 Dickens Road, Fuquay-VaNna
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
❑Slope ❑Valley ®Flat ❑Ridge ❑ Other
(check appropriate box)
LATITUDE 3 NA May be in degrees,
— — minutes, seconds or
LONGITUDE NA in a decimal format
Latitude/longitude source: ❑GPS ❑ Topographic map
(location of well must be shown on a USGS topo map and
attached to this form if not using GPS)
4. FACILITY• is the name of the business where the well is located.
FACILITY ID #(if applicable) NA
NAME OF FACILITY Former Guilford Mills Site
STREET ADDRESS 200 Dickens Road
Fuquay-Varna NC
City or Town State Zip Code
CONTACT PERSON NA
MAILING ADDRESS NA
NA
City or Town State Zip Code
( NA )- NA
Area code - Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 15,
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO El
c. WATER LEVEL Below Top of Casing: NA FT,
(Use "+• if Above Top of Casing)
d. TOP OF CASING IS 0
FT. Above Land Surface*
'Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): NA
METHOD OF TEST NA
f. DISINFECTION: Type
NA Amount NA
g. WATER ZONES (depth):
From NA Tc NA
FronL NA To NA
From NA To NA
From NA To NA
From NA Tc NA
From NA To NA
6. CASING:
Thickness/
Depth
Diameter We�g4h6 MPe�rtal
From 5 Tc 0 Ft.
From To Ft.
From Tc Ft.
7. GROUT: Depth Material
From 3 To 2 Ft. Bentonite
From 2 To_�— Ft. Grout
From To Ft.
Method
Tremie
Tremie
8. SCREEN:
Depth
Diameter
Slot Size Material
From 15
To 5
Ft. 2" in.
0.01 In, PVC
From
To
Ft. in.
in.
From
To
Ft. In.
in.
9. SAND/GRAVEL PACK:
Depth
Size
Material
From 15
To 3
Ft. #2,med
Sand
From
To
Ft.
From
To
Ft.
10. DRILLING LOG
From To
Formation Description
0-15 (clay/silt)
11. REMARKS:
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
f 5A NCAC 2C, WELL CgNSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BE OVIDEDTOTHE LLOWNER.
416/09
SIGNATUR FrC7E—R—TI D L NTRA OR DATE
le1/1'tW1 y �tr4C�{
PRINTED NAME OF PERSON CONSTRU TING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., Form GW-1b
1617 Mail Service Center —Raleigh, NC 27699-1617 Phone No. [phone] ext 668. Rev. 7/05

PROJECT NAME: Guilford Mills Supplemental Assessment
LOCATION: Fuquay-Varina, NC
CLIENT: Guilford Mills, Inc.
SUBCONTRACTOR:
DRILLER: SAEDACCO
CONCRETE PAD
(SLOPED TO DRAIN)
l
GROUND /
SURFACE
CEMENT/BENTON
2% BENTONITE B`
2" SCHEDULE 40, FL(
THREADED P.V.C.
WELL CASING
3/8" DIA. BENTONn
#3 SIL
2" SCHEDULE 40, PVC
SLOTTED WELL
SCREEN W/.010 SIZE OI
FLUSH-THREA
PREPARED BY:
WELL NUMBER: MW-26S
INSTALLATION DATE: 4/7/11
FIELD REP: John Maas
PROJECT NO.: 565530000
FLUSH -MOUNTED
PROTECTIVE COVER
(8" DIA. BOLT -DOWN)
a •e.
ee '
TC
1 FT.
TE GROUT
'WEIGHT
ISH
TOP OF ANN
E PELLETS
�— TOP OF SANC
......... .
........
.........
.........
.........
.........
.........
ICA SAND
....
.........
.........
.........
.........
TOP OF WELL
=
8" DIA. BOREH
'ENINGS
—
t::
)ED PLUG
2200 Gateway Centre Blvd
.z s
Suite 205
am%OC Morrisville, NC 27560
[phone]
D OF CASING
1LAR SEALANT
PACK
SCREEN
)LE
BOTTOM OF WELL SCREEN
BOTTOM OF WELL
BOTTOM OF BORING
DEPTH
Surface
Of
2'
3'
13'
13'
13'
TYPE II MONITORING WELL
CONSTRUCTION SCHEMATIC

PROJECT NAME: Guilford Mills Supplemental Assessment WELL NUMBER: MW-26D
LOCATION: Fuguay-Varina, NC INSTALLATION DATE: 4/6/11
CLIENT: Guilford Mills, Inc. FIELD REP: John Maas
SUBCONTRACTOR: PROJECT NO.: 565530000
DRILLER: SAEDACCO
FLUSH —MOUNTED
CONCRETE PAD
PROTECTIVE COVER
(SLOPED TO DRAIN)
(8" DIA. BOLT —DOWN)
DEPTH
GROUND
0
SURFACE v a , ' .
�a
n
o
o.5'
TOP OF CASING
°
v
°
v
° N
°
TOP OF ISOLATION CASING
0.5'
s»
v
v
v
v
v
v
v N
°
°
v
v
7 °
°
v
v
°
°
v
CEMENT/BENTONITE GROUT
°
°
v
°
v°
°
v
v NV
°
v
v
7°
°
v
2" SCHEDULE 40, FLUSH
°
°
v
THREADED P. V. C.
7 v
°
v
WELL CASING
v
v
o
o
v N
°
°
v
v
°
°
v
6" SCHEDULE 40, FLUSH
v
v
°
THREADED P. Y. C.
1,V
7V
v
pv
ISOLATION CASING
v N
v
v N
v
v
I °
I °
7 v
v N
v
v N
v N
10" DL4. BOREHOLE
v
7 °
7 °
v
v
°
°
v
v
°
°
v
v
°
°
v
°
°
v
°
°
v
LVV11
v
°
°
p
v
OTTOM OF ISOLATION CASING
28'
v
v
v
r
51,
TOP OF ANNULAR SEALANT
3/8" DIA. BENTONITE PELLETS
—
—
53,
TOP OF SAND PACK
SILICA SAND
TOP OF WELL SCREEN
55'
2" SCHEDULE 40, PVC
—_
SLOTTED WELL
=
6" DIA, BOREHOLE
SCREEN W/.010 SIZE OPENINGS
=
FLUSH —THREADED PLUG
BOTTOM OF WELL SCREEN
65'
BOTTOM OF BORING
65'
2200 Gateway Centre Blvd.
Suite 205 TYPE III MONITORING WELL
Suit
Morrisville, NC 27560 CONSTRUCTION SCHEMATIC
[phone]

wood.
Attachment 3
Injectant Information

Attachment 3
Injection Information
Source Area Concentrations
wood.
The proposed source area treatment zone includes the area around the MW-12 monitoring well
nest (see Attachment 1, Figure 1). This area has total volatile organic compound (VOC)
concentrations which range from 37 micrograms per liter (pg/L) to 4,300 pg/L., with the primary
constituents of concern (COCs) being PCE, TCE and their daughter products.
Rationale for Selecting Injectants
Wood examined the feasibility and effectiveness of a variety of treatment options and determined
that enhanced biodegradation through the injection of an electron donor (i.e., emulsified
vegetable oil [EVO]) would be the most effective solution to the treat the source area at the Site.
Enhanced biodegradation is effective at treating source areas, acceptable to the regulatory
community, and is less likely to rebound than other technologies, making it a viable long-term
solution. For the short-term, enhanced biodegradation is easy to implement and has high
community acceptance.
The primary objective of the source area treatment is to treat elevated chlorinated VOC (CVOC)
concentrations in groundwater. The groundwater data indicates that reductive dechlorination of
the CVOCs is naturally occurring at the Site. This is evidenced by the presence of degradation
products of TCE including cis-1,2-DCE and vinyl chloride (VC) in numerous wells downgradient of
the primary source areas. This natural degradation process is important when considering
remedial alternatives including biological enhancement and monitored natural attenuation
(MNA). Evidence that reductive dechlorination is occurring naturally is a favorable indicator for
stimulating the process by addition of a substrate to promote and quicken the process of
biodegradation.
The addition of a substrate, such as EVO, enhances the reductive dechlorination process in two
steps (AFCEE, October 2007)*:
1. Anaerobic microorganisms ferment the added substrate to molecular hydrogen (1­12) and
low -molecular weight fatty acids. This process results in loss of electrons from the
substrate, thereby depleting competing electron acceptors and creating strongly reducing
conditions in the process.
2. Dechlorinating microorganisms use the electrons in the hydrogen produced during
fermentation of the substrate to replace a chlorine atom with a hydrogen atom in the
* "FINAL PROTOCOL FOR IN SITU BIOREMEDIATION OF CHLORINATED SOLVENTS USING EDIBLE OIL", prepared for the Technology
Transfer Outreach Office of the United States Air Force Center for Engineering and the Environmental (AFCEE) by Solutions-IES, Inc.
Terra Systems, Inc., Parsons Infrastructure & Technology Group, Inc., and representatives from AFCEE, October 2007.
11

wood.
CVOCs. For example, the chlorinated ethenes are transformed sequentially from PCE and
TCE to isomers of DCE, VC, and ethene: PCE TCE — cis-1,2-DCE VC — ethene.
Presently, aerobic conditions are present throughout a large portion the aquifer environment at
the Site. Materials such as emulsified vegetable oil, lactate, molasses, etc., can be injected into the
aquifer thereby reducing the dissolved oxygen concentrations and providing the necessary
electron donors to promote the reductive dechlorination of the COCs. However, this process will
only be successful if the proper microbial populations are present. Therefore, in order to enhance
the biodegradation process, the aquifer would need to be augmented with the microbe
Dehalococcoides (DHC). The DHC is added once reductive conditions have been established
within the aquifer.
This technology can treat both source areas and dilute plumes An electron donor such as
emulsified vegetable oil can be used and last months in the aquifer. Therefore, the material will
naturally disperse through the aquifer material over time. The material can be emplaced along
reactive barrier lines to address larger areas with faster moving groundwater, or through tightly
spaced injection points to treat smaller areas consisting of tighter soils.
Enhanced biodegradation is an effective short-term treatment option, has long-term permanence
and high community acceptance. An oil amendment can persist in the subsurface from 12 to 24
months (in some cases longer), thus allowing for a persistent reactive zone capable of reducing
the chlorinated solvents with a single injection event.
When utilized exclusively, enhanced biodegradation is an effective method of treating source
areas, making it generally accepted as a method to attain remedial goals.
Emulsified Vegetable Oil (EVO)
EVO has been selected as the electron donor EOSPRO, a nutrient -enriched emulsified vegetable oil,
supplied by EOS Remediation, LLC. of Research Triangle Park, NC, is considered for the source
area remediation. Or EDS-ERTI (electron donor solution — extended release), a water -mixable
vegetable oil based organic substrate, by Tersus Environmental is considered for the source area
remediation. The product sheet and material safety data sheet (SIDS) are included in this
Attachment. The material will be diluted with water and injected as a solution consisting of 98%
water and 2% injectant. The source area to be treated is approximately 120 feet long, 200 feet
wide and 70 feet deep. A total of 22 injection points consisting of three wells each, with
approximate total well depths of 20 ft, 50 ft, and 80 ft bgs will be installed to target the shallow,
intermediate and deep aquifers zones of the unconsolidated formation, respectively. The wells will
be placed on 30 foot centers based on an assumed radius of influence of 15 feet (Attachment 1,
Figure 1). The estimated volume of solution to be initially injected is based on the estimated
effective porosity of the aquifer. Wood will inject sufficient substrate to fill approximately 17% of
the effective porosity (assumed at approximately 30%). Approximately 410,000 gallons of the 2%
solution will be delivered to the aquifer through 66 injection wells. Approximately 6,200 gallons
11

wood.
of EVO/water solution will be delivered to each injection well. The solution injection pressure is
planned to be less than 10 psi at an injection flow rate of approximately 1 gpm per well.
Potential for Development of Byproducts
There is the potential that metals can be mobilized when the reductive conditions are created in
the aquifer. Groundwater monitoring will be conducted to evaluate if this is occurring. However,
once water moves beyond the reactive zone where dissolved oxygen concentrations is at aerobic
level, metals present will precipitate out.
11

tersus
�v�V[ Ir'DYl W1�1+�tiQ
EDS-ER TM
Electron Donor Solution — Extended Release
EDS-ER'' Generates a
spontaneous emulsion
I* C I hkA Lay" Oµtions
y �
ivulp Ark} • Inix�Slon�l
Sounrc: FSif]P Fro�ect EIL]tufiL6
Recirculation Pattern
Groundwater flow
direction
Extracted water flow
direction
Extraction
well
Injection wells
Tersus Environmental, LLC
Products and Technical Support
for Soil and Groundwater Remediation
919.453.5577 • www.tersusenv.com
• Long-lasting carbon and hydrogen source
• Simple, safe, low-cost bioremediation solution
• Neutral pH when mixed with water
• Controlled release of electrons for up to 5 years
• Clean, non -disruptive application
Principle: A Self -Emulsifying Electron Donor
CERTIFIED
BIOBASED
PRODUCT
Released in 2011, EDS-ERT°9 was the first water -mixable vegetable oil based
organic substrate to provide a lasting source of carbon and hydrogen for enhanced
reductive dechlorination and other bioremediation processes. EDS-ERTM is
shipped as a 100% fermentable substrate concentrate to create the right aquifer
conditions for anaerobic remediation. EDS-ERT"' contains refined, bleached, and
deodorized soybean oil and surfactants. The main role of the surfactant is to
sufficiently reduce the energy (yo/w) required to increase the surface area so that
spontaneous dispersion of oil droplets occurs, and the system is
thermodynamically stable. When mixed with water, EDS-ERTPA spontaneously
becomes an emulsified vegetable oil (EVO).
Advantages
• Easily mixes with water, simplifying field operations
• Spontaneously forms a high -quality, low -droplet size oil -in -water emulsion that
easily and uniformly disperses in the aquifer
• 100% fermentable and contains no water
• A slowly fermenting product than can provide electrons for up to five years
• Contains refined, bleached, and deodorized (RBD) food -grade soybean oil
• Preservative free
• Long shelf life
• Lower transportation costs when compared to other EVO products
• Up to 50% less packaging material required
• Lower carbon footprint
• USDA Certified Biobased Product
• Can be injected into existing wells or via direct push
• Decreases number of necessary injection points for low permeability structures
Field Application Design
EDS-ERTM applications are easily tailored to meet site -specific conditions. Typical
configurations include grid and barrier patterns and applications in excavations or
trenches. The product's low viscosity allows subsurface distribution through direct -
push injection points, hollow -stem augers, or pumped -through existing wells.
Copyright © 2018 Tersus Environmental, LLC. All Rights Reserved. tersusenv.com • tersusenv.fr • tersusenv.es
Rev: 5/7/2019 919.453.5577 • [e-mail]

Uniform distribution of an electron donor is the key to successfully enhancing anaerobic bioremediation. Once mixed with
water, EDS-ERTm remains emulsified, even at low concentrations. The diluted emulsion has a viscosity almost equal to
that of water. We therefore suggest injecting a relatively dilute emulsion in a single step, as the oil droplets move with the
injected water. The oil droplets may remain suspended in the water for a few days to a few weeks after injection until it
absorbs into soil surfaces to act as a long-term source of electron donor.
EDS-ERTM can be diluted on site by adding the desired amount of product to a mixing tank and then simply adding water.
Product Content
Chemical Name
CAS Number
Composition % wt.
Soybean oil
8001-22-7
85 - 95
Surfactant Mixture
Proprietary
5 - 15
Product Characteristics
Parameter
Specification
Specific Gravity
0.92-0.925
Solubility in water
miscible
Flash Point
Greater than 550 °F 288 °C
Appearance
yellowish translucid oil
Packaging Options
• 55-gallon poly drums
• 275-gallon IBC containers
• 5,000-gallon tankers
Safety
The use of body protection appropriate to task being performed is always suggested when handling chemicals. Wear
impervious gloves for prolonged or repeated exposure as appropriate to task. If necessary, refer to U.S. OSHA 29 CFR
1910.138, the European Standard DIN EN 374, the appropriate Standards of Canada or other relevant standards.
Copyright © 2018 Tersus Environmental, LLC. All Rights Reserved. tersusenv.com • tersusenv.fr • tersusenv.es
Rev: 5/7/2019 919.453.5577 • [e-mail]

TMDissolved-Phase Treatment
16)� E05-ER
Electron Donor Solution
Long-lasting Electron Donor
As delivered, the physical state of EDS-ER"" (electron donor solution — extended release) by Tersus is significantly
different than standard emulsified vegetable oil (EVO) products. Whereas other EVO products are concentrated
emulsions containing water, EDS-ER'' is a water -mixable oil; it contains no water. Thus, the costs for shipping EDS-
ER'' are about 50% less than conventional products.
At room temperature, EDS-ERTM is a liquid material with an appearance and viscosity roughly equivalent to
vegetable oil. Unlike common EVO products, EDS-ER"" will not separate, will not freeze, and has a shelf life of 2
years without spoilage.
EDS-ER'T°
i
Features & Benefits
• 100% fermentable and contains no water
• Because the product is completely water
mixable, the number injection points for low
permeability structures decreases
• Easily mixes with water, simplifying field
operations
• Controlled release of electron donors for up to
five years
• Food -grade carbon source
• Low total dissolved solids to comply with
secondary water quality requirements for
amendments with low salt content
• Conforms to EPA's EPP (Environmentally
Preferable Purchasing) and USDA biobased
criteria
• Neutral pH when mixed with water
• Clean, low-cost, non -disruptive application (e.g.,
direct -push, wells and excavations)
• Lower transportation costs when compared to
other electron donors
• Over two years shelf life
• Freezing Point is -4'F (-20 °C)
Water EVO
4 _
Applications
EDS-ER'' applications are easily tailored to meet site -
specific conditions. Typical configurations consist of
grid and barrier patterns and application in
excavations or trenches. The product's low viscosity
allows subsurface distribution through direct -push
injection points, hollow -stem augers or pumped
through existing wells.
Packaging Options
• 55-gallon poly drums
• 275-gallon totes
• Bulk tankers

TMDissolved-Phase Treatment
16)� E05-ER
Electron Donor Solution
Bioaugmentation Cultures
The complete reductive dechlorination of chlorinated ethenes
yields non -toxic ethene as a final product. Absent the right bacteria,
you could see an accumulation of vinyl chloride. Although not KB I
necessary at every site, Tersus Environmental recommends the use
of KB-11family of bioaugmentation cultures. Bioaugmentation
leads to more efficient use of electron donors, which means faster
bioremediation and reduced O&M requirements, thereby lowering
overall project costs. KB-11 is the most widely used family of
bioaugmentation cultures for the remediation of chlorinated
solvents.
Anaerobic Media for Bioaugmentation
Effective bioaugmentation for enhanced reductive dechlorination
projects require the following geochemical conditions:
• Redox levels (ORP) below -75 mV
• Dissolved oxygen levels less than 0.2 mg/L
• pH between 6 and 8.5
Tersus provides food -grade amendments that, when added to
water, instantly create hundreds of gallons of anoxic media to
protect bioaugmentation cultures during injection. This shield
allows single mobilization for both biostimulation and
bioaugmention events. The suggested amino acids (L-Cysteine base)
dosage is between 0.05% and 0.1% at room temperature.
L-Cysteine Base
0

wood.
Attachment 4
Injection Procedure

wood.
Attachment 4
Injection Procedure
Construction Plans and Materials
Dedicated injection wells will be installed on the site (see Injection Well Schematic, Attachment
1, Figure 1) and well construction details (Attachment 6). Injection activities will be conducted
using equipment mounted on a trailer and brought to the site specifically for the injection
activities. The equipment will be removed immediately after use. A schematic diagram of the
proposed injection equipment is provided in Figure 1, Attachment 4 and provides a general
overview of the equipment and materials to be used. The material used in the injection equipment
will be compatible with the injectate material.
In addition to the injection equipment listed above, a potable water truck and/or tank will also be
maintained on the site. Potable water from the Town of Fuquay-Varina will be trucked to the site
as needed and used for the makeup water supply. The water will be used to dilute the emulsified
vegetable oil (EVO) prior to injection.
Operation Procedures
The EVO will be mixed with potable water in a poly tank on -site prior to injection. The solution
will be injected at approximately 1 gallon per minute (gpm) at pressures ranging from 1 to 10
pounds per square inch (psi). It is anticipated that the EVO-water solution can be injected using
gravity feed. Injection will be carried out initially on wells located in the source area of the plume
near monitoring well nest, MW-12.
The EVO-water solution will consist of approximately 410,000 gallons of a 2% solution delivered
to 66 injection wells located within the foot print of the chlorinated solvents plume. Approximately
6,200 gallons of EVO-water solution will be delivered to each injection well. Injection activities will
be carefully monitored to ensure that the EVO amendment is delivered to the aquifer and does
not day light at the ground surfaced. Based on the EVO injection design, the injection treatment
zone is expected to be completely formed approximately one month after implementation.
Injection Schedule
The injection points will be installed within approximately three weeks of receipt of the injection
permit. Well installation activities will take approximately three weeks to complete. The injection
activities will take place within a few days of the installation of the wells and will take several weeks
to complete.
Approximately 60 days and 180 days following the injection event, groundwater samples will be
collected in accordance with the monitoring plan to determine the effectiveness of the injection.
11

wood.
Since the sodium lactate can be effective from three months and the emulsified oil for up to 18
months, monitoring will be conducted during and after this time period to determine the
performance of the injection event.
11

300-500 GAL. GATE VALVE
POLY TANK T
PUMP
GAUGE
TOTALIZER
RETURN LINE
TO TANK
GATE VALVE
MOUNTED ON THE BACK OF A PICKUP TRUCK
GATE VALVE
(PRESSURE RELIEF VALVE)
IIGH PRESSURE
FLEXIBLE LINE
ICE
ATE VALVE
STAINLESS STEEL PIPE
GATE VALVE
WELL CASING
PVC PIPE
it
it
F i SLOTTED SCREEN
ri
BOTTOM CAP
CLIENT:
TITLE:
Wood Environment &Infrastructure Solutions, Inc.
LEAR CORPORATION
INJECTION SCHEMATIC
Figure
4021 Stirrup Creek Drive, Suite 100
DATE: 05/31/2019
SCALE: 1 = 1
PROJ.: 6480166066
SITE:
FORMER GUILFORD MILLS FACILITY
wood*
Durham, NC 27703
[phone]
I
DR: D. Young
CHK: B. Langan
FUQUAY-VARINA, NORTH CAROLINA
LOCATION: \\DHM-FS1\projects\Comm-Ind\Projects\ClientsG toL\Lear\Guilford Mills\
Fuquay-Varina Plant\7_Cadd and GIS\Injection Schematic

wood.
Attachment 5
Fracturing Plan (Not Applicable)

wood.
Attachment 6
Well Construction Details

Table 1
Well Construction Summary
Former Guilford Mills Facility
Fuquay-Varina, North Carolina
Well Surface of Casing Screen Slot Size Screen Interval
Well ID Aquifer Zone Construction Completion Elevation (inches) (feet btoc)
Date
Proposed Injection Wells*
IW-1s
Shallow
TBD
Stick Up
TBD
0.020
10-20
IW-1i
Intermediate
TBD
Stick Up
TBD
0.020
40-50
IW-1d
Deep
TBD
Stick Up
TBD
0.020
70-80
IW-2s
Shallow
TBD
Stick Up
TBD
0.020
10-20
IW-2i
Intermediate
TBD
Stick Up
TBD
0.020
40-50
IW-2d
Deep
TBD
Stick Up
TBD
0.020
70-80
IW-3s
Shallow
TBD
Stick Up
TBD
0.020
10-20
IW-3i
Intermediate
TBD
Stick Up
TBD
0.020
40-50
IW-3d
Deep
TBD
Stick Up
TBD
0.020
70-80
IW-4s
Shallow
TBD
Stick Up
TBD
0.020
10-20
IW-4i
Intermediate
TBD
Stick Up
TBD
0.020
40-50
IW-4d
Deep
TBD
Stick Up
TBD
0.020
70-80
IW-5s
Shallow
TBD
Stick Up
TBD
0.020
10-20
IW-5i
Intermediate
TBD
Stick Up
TBD
0.020
40-50
IW-5d
Deep
TBD
Stick Up
TBD
0.020
70-80
IW-6s
Shallow
TBD
Stick Up
TBD
0.020
10-20
IW-6i
Intermediate
TBD
Stick Up
TBD
0.020
40-50
IW-6d
Deep
TBD
Stick Up
TBD
0.020
70-80
IW-7s
Shallow
TBD
Stick Up
TBD
0.020
10-20
IW-7i
Intermediate
TBD
Stick Up
TBD
0.020
40-50
IW-7d
Deep
TBD
Stick Up
TBD
0.020
70-80
IW-7s
Shallow
TBD
Stick Up
TBD
0.020
10-20
IW-7i
Intermediate
TBD
Stick Up
TBD
0.020
40-50
IW-7d
Deep
TBD
Stick Up
TBD
0.020
70-80
IW-8s
Shallow
TBD
Stick Up
TBD
0.020
10-20
IW-8i
Intermediate
TBD
Stick Up
TBD
0.020
40-50
IW-8d
Deep
TBD
Stick Up
TBD
0.020
70-80
IW-9s
Shallow
TBD
Stick Up
TBD
0.020
10-20
IW-9i
Intermediate
TBD
Stick Up
TBD
0.020
40-50
IW-9d
Deep
TBD
Stick Up
TBD
0.020
70-80
IW-10s
Shallow
TBD
Stick Up
TBD
0.020
10-20
IW-10i
Intermediate
TBD
Stick Up
TBD
0.020
40-50
IW-10d
Deep
TBD
Stick Up
TBD
0.020
70-80
IW-11s
Shallow
TBD
Stick Up
TBD
0.020
10-20
IW-11i
Intermediate
TBD
Stick Up
TBD
0.020
40-50
IW-11d
Deep
TBD
Stick Up
TBD
0.020
70-80
IW-12s
Shallow
TBD
Stick Up
TBD
0.020
10-20
IW-12i
Intermediate
TBD
Stick Up
TBD
0.020
40-50
IW-12d
Deep
TBD
Stick Up
TBD
0.020
70-80
IW-13s
Shallow
TBD
Stick Up
TBD
0.020
10-20
IW-13i
Intermediate
TBD
Stick Up
TBD
0.020
40-50
IW-13d
Deep
TBD
Stick Up
TBD
0.020
70-80
IW-14s
Shallow
TBD
Stick Up
TBD
0.020
10-20
IW-14i
Intermediate
TBD
Stick Up
TBD
0.020
40-50
IW-14d
Deep
TBD
Stick Up
TBD
0.020
70-80
IW-15s
Shallow
TBD
Stick Up
TBD
0.020
10-20
IW-15i
Intermediate
TBD
Stick Up
TBD
0.020
40-50
1 of 2

Table 1
Well Construction Summary
Former Guilford Mills Facility
Fuquay-Varina, North Carolina
ID
LW
IW-15d
Aquifer Zone
Deep
Well
Construction
Date
TBD
Surface
Completionell
Stick Up
of Casing
TBD
Screen Slot Size
Screen Interval
..
70-80
0.020
IW-16s
Shallow
TBD
Stick Up
TBD
0.020
10-20
IW-16i
Intermediate
TBD
Stick Up
TBD
0.020
40-50
IW-16d
Deep
TBD
Stick Up
TBD
0.020
70-80
IW-17s
Shallow
TBD
Stick Up
TBD
0.020
10-20
IW-17i
Intermediate
TBD
Stick Up
TBD
0.020
40-50
IW-17d
Deep
TBD
Stick Up
TBD
0.020
70-80
IW-18-s
Shallow
TBD
Stick Up
TBD
0.020
10-20
IW-18i
Intermediate
TBD
Stick Up
TBD
0.020
40-50
IW-18d
Deep
TBD
Stick Up
TBD
0.020
70-80
IW-19s
Shallow
TBD
Stick Up
TBD
0.020
10-20
IW-19i
Intermediate
TBD
Stick Up
TBD
0.020
40-50
IW-19d
Deep
TBD
Stick Up
TBD
0.020
70-80
IW-20s
Shallow
TBD
Stick Up
TBD
0.020
10-20
IW-21 i
Intermediate
TBD
Stick Up
TBD
0.020
40-50
IW-21d
Deep
TBD
Stick Up
TBD
0.020
70-80
IW-22s
Shallow
TBD
Stick Up
TBD
0.020
10-20
IW-22i
Intermediate
TBD
Stick Up
TBD
0.020
40-50
IW-22d
Deep
TBD
Stick Up
TBD
0.020
70-80
Proposed Extraction Wells
EW-1
Deep
TBD
Flush
TBD
TBD
TBD
EW-2
Deep
TBD
Flush
TBD
TBD
TBD
Notes:
btoc - below top of casing
TBD = to be determined
-- = Not Applicable
UNK - Unknown
Final well construction will be based on field conditions
2of2

wood.
Attachment 7
Monitoring Plan

wood.
Attachment 7
Operating and Monitoring Plans
Oil Retention Sampling and Analysis
During the injection well installation, one composite soil sample (OIL-1) (Attachment 7, Table 1)
will be collected from the source area during installation of an intermediate injection well (i.e.,
approximately 50 ft bgs) and sent to Microbial Insights to evaluate the soil's affinity for oil or oil
retention. This analysis will determine the amount of oil retained per unit mass of aquifer material.
This information will help further refine amendment dosage and provide additional information
regarding the potential movement of the EVO toward the Northgate Production Well.
Source Area Injection Plan
To perform the source area injection, the EVO amendment will be delivered to the subsurface
using a positive displacement pump system. Wood personnel will perform the injection activities
over a period of approximately 35 days with the support of an injection support subcontractor.
The EVO amendment will be diluted to a two percent solution by volume. The water will be
obtained from WSW #2, if possible, and supplemented by municipal water. The solution injection
pressure is planned to be less than 10 pounds per square inch (psi) at an injection flow rate of
approximately 1 to 5 gallon per minute (gpm) per well. Approximately 410,000 gallons of the 2%
solution will be delivered to the aquifer through 66 injection wells. Approximately 6,200 gallons
of EVO/water solution will be delivered to each injection well. Injection activities will be carefully
monitored to ensure that the EVO amendment is delivered to the aquifer and does not day light
at the ground surface. Based on the proposed EVO injection design, the injection treatment zone
is expected to be completely formed approximately one month after implementation.
Baseline Groundwater Monitoring
Prior to source area treatment, a baseline monitoring event will be performed to establish current
groundwater conditions at the Site. The wells to be sampled during the baseline monitoring event and
the analyses to be performed are summarized in Table G and the following sections. The depth to
water will be measured in each monitoring well sampled. Wood SOPS for water level measurement and
well sampling are included in Appendix A of the RAP Preconstruction Report (May 2017).
Monitoring Wells and Private Water Supply Wells to be Sampled
Wells belonging to the existing monitoring network will be utilized during the baseline and
performance monitoring events. The existing monitoring wells to be sampled are:
• MW-3 • MW-8D
• MW-6D • MW-12S
• MW-6DD • MW-12A
11

wood.
• MW-8 • MW-12R
The approval of the RAP by the NCDEQ indicated that three private water supply wells must be sampled
as part of the baseline monitoring program. The private water supply wells to be sampled include the
following:
• 104 Birchland Road
• 109 Birchland Road
• 2025 Herbert Atkins Road
Groundwater samples will be collected using low -flow purging and sampling procedures perthe USEPA
Guideline Document 'Low -Flow (Minimal Drawdown) Groundwater Sampling Procedures
(USEPA/540/5-95/504, 1996).
Groundwater Contaminants of Concern
Groundwater samples collected from the monitoring wells and water supply wells listed above will each
be analyzed for limited list of CVOCs which were previously identified as Site contaminants of concern
(COCs). The COCs identified at the Site are:
• Bromodichloromethane
• Bromoform
• Chloroethane
• Chloroform
• Dibromochloromethane
• 1,1-Dichloroethane
• 1,2-Dichloroethane
• 1,1-Dichloroethene
• cis- 1,2-Dichloroethene
• trans-1,2-Dichloroethene
• Methyl tert-butyl ether
• 1,1,2,2-Tetrachloroethane
• PCE
• TCE
• Vinyl Chloride
Geochemical and Biological Parameters in Groundwater
In addition to analysis for COCs, groundwater will be analyzed for the following geochemical and
biological parameters listed below to supplement the remedial design and measure the effects of the
injected amendments:
Field Parameters: As groundwater is purged from each monitoring well to be sampled, the geochemical
parameters pH, oxidation-reduction potential (ORP), dissolved oxygen (DO), temperature, and
conductivity will be measured using a flow -through cell.
Total Organic Carbon: The presence of total organic carbon (TOC) indicates that a carbon source is
available in the aquifer for microbial respiration. TOC is an important component of the aquifer's ability
to sustain dechlorinating bacteria and will be consumed during the reductive dechlorination process.
11

wood.
Bromide: Bromide will be used as a tracer during the injections to monitor the dispersion of the EVO
amendment.
Inor aA nits: Groundwater samples from MW-12A (within the injection zone) and MW-3 (outside of the
injection zone) will be analyzed for ferrous iron, total and dissolved iron, total manganese, and inorganic
ions (sulfate, nitrate, and nitrite). The geochemistry of these ions directly correlates to the conductivity
and suggests oxidation/reduction conditions in the aquifer.
Biological Quantification: Following the collection of the baseline groundwater samples, Bio-Trap
samplers will be deployed in source area wells MW-12S and MW-51D to assess the Site's indigenous
microbial populations and thus the potential effectiveness of the EVO amendment. To simulate
conditions inside and outside of the source treatment area, the sampler deployed in MW-12S will be
baited with EVO and the sampler deployed in MW-51D will act as a Monitored Natural Attenuation
(MNA) control. The Bio-Traps will be retrieved after 60 days and sent to Microbial Insights, Inc.
(Microbial Insights) for analysis and quantification of specific microbial populations by the Quantarray-
Chlor method.
Groundwater Performance Monitoring
Two performance groundwater monitoring events, at 60 and 180 days following the source area
injection, will be conducted to evaluate the effects of the remedial action. The monitoring wells to
be sampled during the performance monitoring events and the analyses to be performed are listed
below and summarized in Attachment 7, Table 1.
Production Wells to be Sampled
Wood will coordinate with Aqua, who operates Northgate Well, to obtain influent and effluent
VOC data from the Northgate Well on a quarterly basis to evaluate potential impacts to the
treatment system.
Monitoring Wells to be Sampled
Wells belonging to the existing monitoring network and the pilot study performance monitoring wells
will be utilized during the performance monitoring events. The existing monitoring wells to be sampled
a re:
• MW-3
• MW-6D
• MW-6DD
• MW-8
• MW-8D
• MW-12S
• MW-12A
• MW-12R
11

wood.
Groundwater samples will be collected using low -flow purging and sampling procedures per the USEPA
Guideline Document 'Low -Flow (Minimal Drawdown) Groundwater Sampling Procedures
(USEPA/540/5-95/504, 1996).
Performance Monitoring Analyses
Field Parameters. As groundwater is purged from each monitoring well to be sampled, the geochemical
parameters pH, ORP, DO, temperature, and conductivity will be measured using a flow -through cell.
COCs: Samples from each well will be analyzed for COCs during the two performance monitoring
events.
Total Organic Carbon: Groundwater samples from each monitoring well will be analyzed for TOC during
the 45-day and 90-day events.
Inorganics: Samples from MW-12A (within the injection zone) and MW-3 (outside of the injection zone)
will be analyzed for ferrous iron, total and dissolved iron, total manganese, and inorganic ions (sulfate,
nitrate, and nitrite).
Quality Assurance and Quality Control Samples
The following Quality Assurance/Quality Control (QA/QC) samples will be collected during the RAP
implementation work if applicable:
• Equipment blanks (one per day for COCs per piece of reused equipment);
• Field duplicates (one per 20 primary samples/per medium); and
• Trip blanks (one per cooler of VOC samples per day).
Decontamination and Cross -Contamination Prevention
The following procedures shall be implemented to provide that sample collection and other
related equipment is properly decontaminated to prevent possible cross -contamination of
samples. It is imperative that equipment be properly decontaminated and measures be
implemented to prevent cross -contamination of field and sample collection equipment and actual
samples that are collected.
• Work should proceed from areas of suspected or known low contamination to areas of
suspected or known high contamination.
• Heavy equipment (e.g., drill rigs, backhoes, etc.) will be decontaminated prior to coming
on -site for work and down -hole drilling equipment (e.g., auger flights, drilling rods, split
spoons, etc.) will be decontaminated between each drilling/sampling location. A
decontamination station/pad will be established for cleaning down -hole equipment.
Decontamination wastes will be contained and collected for disposal. Large equipment
11

wood.
(e.g., augers, drilling rods) will be decontaminated using a steam cleaner while use of a
soap solution may be appropriate for smaller pieces of equipment (e.g., split spoons).
• Equipment utilized in water level measurement, sample collection, or that otherwise
contacts material to be sampled will be decontaminated between each location and prior
to returning to its case and being stowed with other equipment. Personnel involved with
equipment decontamination will wear clean gloves during the decontamination process.
Cleaning will be performed using a soap solution (e.g., Alconox, Liqui-Nox) with a distilled
water rinse. If equipment has contacted free product, the decontamination process shall
include an isopropyl alcohol rinse. Wash and rinse activities will be performed in buckets
or other suitable containers. Used water should be contained in 55-gallon drums for
disposal. Reusable sampling equipment that has been cleaned for later use (e.g., steel
trowels, hand auger buckets, etc.) will be wrapped in clean aluminum foil or sealed in
plastic bags until used.
• Field personnel will use clean gloves when handling sampling equipment and will avoid
contacting sampling equipment with other potentially contaminated surfaces and
materials. New gloves will be used whenever a new sample is collected or when a break in
sampling occurs (e.g. between well purging and sampling).
• Investigation derived waste (IDW) and other trash and debris will be staged away from
sampling equipment and other materials to avoid potential cross -contamination.
Investigative Derived Waste
Investigative derived waste (IDW) consisting of soil and groundwater generated during the
implementation of the RAP will be drummed, properly labeled, and stored in a secure location at
the former Guilford Mills facility. Based historical laboratory analytical data, the IDW is expected
to be classified as non -hazardous and will be disposed of in accordance with local, state, and
federal requirements.
11

Table 1
Sampling and Analysis Plan
Former Guilford Mills Facilty
Fuquay-Varina, North Carolina
Task Grouple
Location
.
Sample Parameters
Media
Code
Total
Depth
..
Screen
Interval
..
Aquifer Zone
Collection
Method
Sample Rationale
2025 Herbert
2025 Herbert
COCs
GW
NA
NA
NA
WSW
Atkins Road
Atkins Road
pH, ORP, DO, Temp, Conductivity, COCs,
MW-3
MW-3
TOCs, Iron (total), Iron (disolved),
GW
18
8-18
Shallow
LFS
Managnese, Sulfate, Nitrate, Nitrite,
Bromide, Bio-Trap (MNA)
pH, ORP, DO, Temp, Conductivity, COCs,
MW-6D
MW-6D
TOC, Bromide
GW
42
37-42
Intermediate
LFS
MW-6DD
MW-6DD
pH, ORP, DO, Temp, Conductivity, COCs,
GW
78
73-78
Deep
LFS
TOC, Bromide
Baseline
Establish baseline to
pH, ORP, DO, Temp, Conductivity, COCs,
Monitoring
MW-8
MW-8
TOC, Bromide
GW
30
20-30
Shallow
LFS
asess performance
of remedial action.
MW-8D
MW-8D
pH, ORP, DO, Temp, Conductivity, COCs,
GW
47
42-47
Intermediate
LFS
TOC, Bromide
MW-12S
MW-12S
pH, ORP, DO, Temp, Conductivity, COCs,
GW
12
7-12
Shallow
LFS
TOC, Bromide
pH, ORP, DO, Temp, Conductivity, COCs,
TOCs, Iron (total), Iron (disolved),
MW-12A
MW-12A
Managnese, Sulfate, Nitrate, Nitrite,
GW
50
45-50
Intermediate
LFS
Bromide, Bio-Trap (baited)
MW-12R
MW-12R
pH, ORP, DO, Temp, Conductivity, COCs,
GW
85
80-85
Deep
LFS
TOC, Bromide
Page 1 of 2

Table 1
Sampling and Analysis Plan
Former Guilford Mills Facilty
Fuquay-Varina, North Carolina
.
Location
.
..
.
..
.
104 Birchland Rd
104 Birchland Rd
COCs
GW
NA
NA
NA
WSW
109 Birchland Rd
109 Birchland Rd
COCs
GW
NA
NA
NA
WSW
2025 Herbert
Atkins Road
2025 Herbert
Atkins Road
COCs
GW
NA
NA
NA
WSW
pH, ORP, DO, Temp, Conductivity, COCs,
MW-3
MW-3
TOC, Iron (total), Iron (disolved),
GW
18
8-18
Shallow
LFS
Managnese, Sulfate, Nitrate, Nitrite
MW-6D
MW-6D
TOCORP, DO, Temp, Conductivity, COCs,
GW
42
37-42
Intermediate
LFS
Full -Scale
Injection
Asess performance
MW-6DD
MW 6DD
pH, ORP, DO, Temp, Conductivity, COCs,
TOC
GW
78
73-78
Deep
LFS
Performance
Monitoring
of remedial action.
MW-8
MW-8
To ORP, DO, Temp, Conductivity, COCs,
GW
30
20-30
Shallow
LFS
MW-8D
MW-8D
To ORP, DO, Temp, Conductivity, COCs,
GW
47
42-47
Intermediate
LFS
MW-12S
MW-12S
TOCORP, DO, Temp, Conductivity, COCs,
GW
12
7-12
Shallow
LFS
pH, ORP, DO, Temp, Conductivity, COCs,
MW-12A
MW-12A
TOC, Iron (total), Iron (disolved),
GW
50
45-50
Intermediate
LFS
Managnese, Sulfate, Nitrate, Nitrite
MW-12R
MW-12R
TOCORP, DO, Temp, Conductivity, COCs,
GW
85
80-85
Deep
LFS
Oil-1
Oil-1
Oil Retention
j S
j TBD
j -- T
TBD
Notes:
One field duplicate sample will be collected per 20 primary samples.
One equiment blank will be collected per piece of reused equipment per day.
Well construction details are as proposed, final construction will be based on field conditions.
COCs incude the following VOCs: bromodichloromethane, bromoform, chloroethane, chloroform, dibromochloromethane, 1, 1 -dichloroethane, 1,2-dichloroethane, 1,1-dichloroethene,
cis-1,2-dichloroethene, trans- 1,2-dichloroethene, meth tert-butyl ether, 1,1,2,2-tetrachloroethane, tetrachloroethylene, trichloroethylene, and vinyl chloride.
GW = Groundwater S= Soil LFS = Low -flow sampling WSW=Water Supply Well TBD = To be determined ft bgs = feet below ground surface
-- = Not Applicable NA = not availabe TOC = Total Organic Carbon
Page 2of2

wood.
Attachment 8
Well Data Tabulation

Table 1
Historical Groundwater Elevations
Former Guilford Mills
Funuav-Varina Nnrth Carnlina
Well ID
MW-1
Aquifer Zone
Shallow
Contruction
Date
7/2/2002
Screen
Interval
(btoc)
3-13
Top of
Casing
Elevation
432.92
Depth2018
Water
(btoc)
3.27
Elevation
(amsi)
DepthDepthDepth
Water
(btoc)
4.46
Elevation
(amsi)
428.46
Water
(btoc)
NM
Elevation
(amsi)
NM
Water
(btoc)
NM
Elevation
(amsi)
NM
2018
Total Depth
-
2018
DTW
-
Elevation
(amsi)
-
DamagedWell
Well Cap
Basline Well Gauging and Condition Assessment
Well not found
429.65
MW-2
Shallow
7/2/2002
8-18
432.96
12.61
420.35
12.54
420.42
NM
NM
12.90
420.06
18.27
11.54
421.42
No
Yes
Flush mount located in the grass; has a well tag
MW-3
Shallow
7/2/2002
8-18
430.49
13.73
416.76
13.48
417.01
NM
NM
13.16
417.33
-
-
-
-
Well not found
MW-4
Shallow
7/2/2002
7-17
438.45
13.89
424.56
13.11
425.34
NM
NM
14.40
424.05
16.41
9.77
428.68
No
Yes
Flush mount in the grass next to chain -link fence; has a well tag
MW-5
Shallow
3/10/2003
7.5-17.5
435.93
5.15
430.78
7.25
428.68
NM
NM
4.00
431.93
17.43
4.45
431.48
No
Yes
Flush mount in the grass; has a well tag
MW-5D
Intermediate
3/17/2003
37-42
435.95
26.00
409.95
25.96
409.99
NM
NM
27.20
408.75
41.00
26.49
409.46
No
Yes
Flush mount in the grass; no well tag
MW-6
Shallow
3/10/2003
10-20
417.49
8.18
409.31
8.41
409.08
NM
NM
NM
NM
-
-
-
Well not found
MW-6A
Intermediate
3/12/2004
26-31
417.72
9.00
408.72
9.11
408.61
NM
NM
NM
NM
Well not found
MW-6D
Intermediate
3/18/2003
37-42
417.59
8.82
408.77
9.05
408.54
NM
NM
NM
NM
-
-
Well not found
MW-6DD
Deep
3/20/2009
73-78
-417.8
NM
NM
NM
NM
10.66
407.14
11.65
406.15
76.8
11.7
No
Yes
Flush mount on the edge of the tree line; no well tag
MW-7
Shallow
3/10/2003
5-15
409.40
6.39
403.01
7.42
401.98
NM
NM
5.15
404.25
-
-
Well not found
MW-7D
Intermediate
3/18/2003
32-37
409.49
8.55
400.94
3.49
406.00
NM
NM
NM
NM
-
-
Well not found
MW-8
Shallow
3/11/2003
20-30
423.20
15.35
407.85
15.86
407.34
NM
NM
15.40
407.80
29.78
16.23
406.97
No
Yes
Flush mount in the grass across the road from a fire hydrant and closer to Dickens Rd than MW-8D; has a well tag
MW-8D
Intermediate
3/18/2003
42-47
423.17
19.85
403.32
20.54
402.63
NM
NM
NM
NM
46.55
20.86
402.31
No
Yes
Flush mount in the grass directly in line with fire hydrant; no well tag
MW-9
Shallow
3/11/2003
10-20
421.60
11.84
409.76
10.15
411.45
NM
NM
11.30
410.30
19.35
10.60
411.00
No
Yes
Flush mount near the edge of the tree line; located next to MW-9D
MW-9D
Intermediate
3/17/2003
37-42
421.10
12.52
408.58
12.50
408.60
NM
NM
NM
NM
41.67
12.67
408.43
No
Yes
Flush mount under a tree; positioned closer to Dickens Road than MW-9
MW-10
Shallow
3/10/2003
10-20
437.04
17.81
419.23
17.68
419.36
NM
NM
NM
NM
19.70
15.93
421.11
Missing 1 bolt
Yes
Flush mount; positioned further south than MW-10D and closer to Dickens Road
MW-10D
Intermediate
3/18/2003
34-39
436.77
26.28
410.49
26.22
410.55
NM
NM
26.00
410.77
37.86
26.72
410.05
Missing cover
Yes
Flush mount
MW-11
Shallow
10/1/2003
10-20
442.63
11.17
431.46
10.91
431.72
NM
NM
NM
NM
19.72
10.30
432.33
Missing 2 bolts
Yes
Flush mount; positioned further east than MW-11D
MW-11D
Intermediate
10/2/2003
30-35
443.00
17.18
425.82
16.10
426.90
NM
NM
NM
NM
34.68
16.58
426.42
Missing 2 bolts
Yes
Flush mount closer to foundation pad than MW-11
MW-12
Shallow
10/9/2003
15-25
440.75
16.37
424.38
19.80
420.95
NM
NM
19.83
420.92
-
-
-
Casing exposed
Yes
Located on building pad, NE corner; well damaged, casing exposed
MW-12D
Intermediate
10/10/2003
30-35
440.12
27.80
412.32
28.15
411.97
NM
NM
27.90
412.22
Yes
Located on building pad, NE corner
MW-12S
Shallow
3/12/2004
7-12
440.31
9.27
431.04
8.97
431.34
NM
NM
9.20
431.11
Yes
Located on building pad, NE corner
MW-12A
Intermediate
3/15/2004
45-50
440.10
29.13
410.97
29.22
410.88
NM
NM
28.80
411.30
Yes
Located on building pad, NE corner
MW-12R
Deep
3/16/2004
80-85
440.05
33.82
406.23
30.98
409.07
NM
NM
29.72
410.33
-
-
-
No
Located on building pad, NE corner
MW-13
Shallow
10/9/2003
10-20
436.49
18.80
417.69
16.90
419.59
NM
NM
16.50
419.99
19.81
14.81
421.68
Missing 2 bolts
Yes
Flush mount; positioned to the north of the small building pad and east of large building pad ramp; no well tag
MW-14
Shallow
10/10/2003
12-22
392.51
3.38
389.13
3.44
389.07
NM
NM
NM
NM
-
-
-
Well not found
MW-14D
Intermediate
10/16/2003
47-54
392.25
2.33
389.92
2.60
389.65
NM
NM
NM
NM
Well not found
MW-15
Shallow
10/14/2003
15-25
405.49
8.94
396.55
9.51
395.98
NM
NM
NM
NM
Well not found
MW-15D
Intermediate
10/15/2003
30-35
405.51
11.35
394.16
11.78
393.73
NM
NM
NM
NM
-
-
-
Well not found
MW-16
Shallow
10/20/2003
15-25
424.96
15.81
409.15
15.73
409.23
NM
NM
NM
NM
25.02
16.81
408.15
No
Yes
Flush mount; located in grassy shoulder along on Dickens Rd, and closer to James Slaughter Rd than MW-16
MW-16D
Intermediate
10/20/2003
47-52
424.57
20.39
404.18
20.81
403.76
NM
NM
NM
NM
51.80
22.36
402.21
No
Yes
Flush mount; located in the grassy shoulder on Dickens Rd
MW-17
Shallow
3/10/2004
10-20
444.50
16.11
428.39
13.96
430.54
NM
NM
NM
NM
20.20
12.09
432.41
1 broke bolt
Yes
Flush mount; located in the access road; has a well tag
MW-18
Shallow
3/10/2004
10-20
444.07
16.82
427.25
13.51
430.56
NM
NM
NM
NM
20.20
11.64
432.43
2 broke bolts
Yes
Flush mount; located in building foundation pad; has a well tag
MW-19R
Deep
12/15/2004
80-85
439.88
30.62
409.26
27.80
412.08
NM
NM
27.25
412.63
-
-
-
Well not found
MW-20R
Deep
12/15/2004
76-81
443.74
29.50
414.24
29.53
414.21
NM
NM
29.50
414.24
79.80
30.51
413.23
Soft bottom
Yes
Flush mount; located approximately 5' to 10' west of the building foundation in the grass
MW-21R
Intermediate
12/15/2004
47-52
409.96
4.50
405.46
4.98
404.98
NM
NM
NM
NM
-
-
-
-
Well not found; well located in woods; numerous beaver trap signs and caution tape blocking access trails
MW-22D
Deep
3/18/2009
75-80
418.75
NM
NM
NM
NM
34.27
384.48
15.20
403.55
79.02
16.91
401.84
No
Yes
Flush mount; located in grassy area near telephone pole; has a well tag
MW-23D
Deep
3/23/2009
150-155
412.12
NM
NM
NM
NM
11.12
401.00
NM
NM
-
-
-
Well not found
MW-24D
Deep
3/19/2009
76-81
418.51
NM
NM
NM
NM
15.42
403.09
NM
NM
-
-
-
Well not found
MW-25
Shallow
3/31/2009
5-15
410.54
NM
NM
NM
NM
7.87
402.67
9.81
400.73
15.22
11.06
399.48
No
Yes
Flush mount; located in grassy area near soil gas vapor sampling point
MW-26S
Shallow
4/7/2011
3-13
390.03
NM
NM
NM
NM
NM
NM
0.50
389.53
-
-
-
Well not found
MW-26D
Deep
4/6/2011
55-65
389.88
NM
NM
NM
NM
NM
NM
0.00
389.88
Well not found
BTMW-1
Shallow
Unknown
17-27
431.43
21.55
409.88
21.24
410.19
NM
NM
NM
NM
Well not found
BTMW-2
Shallow
Unknown
17-27
426.59
18.78
407.81
19.13
407.46
NM
NM
NM
NM
lWell not found
WSW #1
Deep
Unknown
Unknown
Located on NW corner of property
WSW #2
Deep
Unknown
76 - 305
West of former building pad
Notes: Baseline data entered by: K. Casey 8/29/2018
All units are in feet
amsl - above mean sea level
btoc - below top of casing
DTW - depth to water
NM - not measured

wood.
Attachment 9
Maps and Cross -Sections

wood.
Attachment 9
Maps and Cross -Sections
The following list of maps are included in this Attachment:
Attachment 9-1
Site Topographic Map
Attachment 9-2
Site Map
Attachment 9-3
Monitoring Well Location Map
(Monitoring Well Construction details are provided in Attachment A)
Attachment 9-4
Surrounding Land Use Map
Attachment 9-5
Adjacent Parcels and Receptor Location Map
Attachment 9-6
Soil Boring Investigation
Attachment 9-7
Potentiometric Maps for Shallow, Intermediate and Deep Groundwater Zones
Attachment 9-8
Contaminant Concentration and Plume Maps
Attachment 9-9
Cross -Sections Maps
11

. Yt71Li '
�r
■
punt
i s �
- - USGS, Fuquay-Varina quadrangle
Norffi Carolina
7-5-Minutia Series (Topographic)
Fuquay-Varina, PVC - 1993
Amec Foster Wheeler
TITLE:
CLIENT:
Environment& infrastructure, Inc.
SITE LOCATION AND
LEAR CORPORATION
Figure
4021 Stirrup Creek Drive, Suite 100
Durham, NC 27703
TOPOGRAPHIC MAP
[phone]
SITE:
SCALE: 1 "= 1,000'
DATE: 4/25/2017
PROJECT: 6480166066
I
FORMER GUILFORD MILL FACILITY
DRAWN BY: I. Blanco CHECKED BY: B. Langan
am2C •
FUQUAY-VARINA, NORTH CAROLINA
LOCATION: P:\Comm-Ind\Projects\Client G b b\ ,lGuiroN Milt\Fuquay-V-na Plantl .Ma g—GIS
-
foster
wheeler

Notes:
MW-12 (NEST) = MW-12S, MW-12A, and MW-12D W�6 Well locations are approximated
' f
r.
1
' _' r.}� BTM0 2
r
rt
tr
r . BTMW-1
*tip , .�• • � , � ■
1
{� y
• WSW #1
S f�
f• 1
9r
.� •■ 4
4 y�
MW-25 6
� F ' MW-10D
M
4 MW-5 MW=5D
MW 6 MW-1
■
LI
1 F r� MW-12 (NEST) MW-13
6� �
I I , MW-18
. MW-1y
aim•'
` f L I J. % .
1 '
I
MW-20R F
Legend' r.
+ Deep Monitoring Well
• Intermediate Monitoring Well t
• Shallow Monitoring Well '+�
Water Supply Well RL MW-1.11LMW-11 D
Site Boundary r ■ ,—_.
aPrivate Residence Production Well to be Sampled { . - - •— — T4 _ ��•li
r�
W-22D MW-
f
tof I j 1'
L
` `*
r 1 �
1 1 � '
W L
}`'■
1
ir
a
1
%
MW=16D -2MW_�'
•�.
MW3D _
'roduction Well ,
I
Lip
V.
FVM
�. LP
.. ccc
—
~ 0 300 600
� w Feet
CLIENT: TITLE:
Wood LEAR CORPORATION WELL LOCATION MAP Figure
Environment & Infrastructure Solutions, Inc.
wood. 4021 Stirrup Creek Drive, Suite 100 DATE: 4/17/17 SCALE: 1"=300' PROS.: 6480166066 SITE: 3
Durham, NC 27703 DR: I. Blanco CHK: B. Langan FORMER GUILFORD MILLS FACILITY
[phone] FUQUAY-VARINA, NORTH CAROLINA
LOCATION: P:\Comm-Ind\Projects\Clients G to L\Lear\Guilford Mills\Fuquay-Varina Plant\Drawings_GIS
�E
■=

NDisclaim er
0 215 430 860 ft Maps makes every effort to produce and publish
I i i i I i i i I the most current and accurate information possible.
However, the maps are produced for information purposes,
1 Inch = 400 feet and are NOTsurveys. No warranties, expressed or implied
,are provided for the data therein, its use,or its interpretation.

O
0 ,
O
6
NDisclaimer
0 435 870 1,740 ft Maps makes every effort to produce and publish
I I I I I I I I the most current and accurate information possible.
However, the maps are produced for information purposes,
1 inch = 800 feet and are NOT surveys. No warranties, expressed or implied,
are provided for the data therein, its use,or its interpretation.

12 MILE FROM CENTER PUINT
UN -SITE "-
�*-h
2200 Gateway Centre Blvd.
�� Suite 205
Morrisville, NC 27560
[phone]
GUILFORD FIBERS FACILITY
FUQU.AY-VARINA, NC
RECEPTOR SURVEY RESULTS
(APRIL 30, 2008)
c
SCALE (IN FEET)
300 600
600 0
REFERENCE;
WAKE COUNTY
'FAX MAP #065702
LLzhLTti
7729 PARCEL NUMBERS
1 WELL, NUMBER AS SHOWN ON ASSOCIATED TABLE
NORTHOATE COMMUNITY WELL
PONO A CENTER PRINT OF SITE
0 WATER PRODUCTION WELL
WATER SUPPLY WELL
iRRIQA71ON WELL
WELL. OBSERVED ON PREVIOUS RECiPTOR SURVEY
WELL ABANDONED
DATE, 09 MAY 2008
TRC PRUJ.I 50645.0010.00003
DWG FILE NAME,
X-Set Index.dwo
SCALE
HORIZONTAL,
AS SHOWN
VERTICAL,
NIA

Table 1
Receptor Survey Results
Guilford Mills Plant
Fuquay-Varina, North Carolina
May 2008
Property Owner
Well
Parcel
Date
Water Sample Results
Name
Number
Number
Address
Have Well
Sampled
Location of Well
Depth
In Use
Drinking
Irrigation
(1,2-DCP)
109 Birchland Drive
front yard
Gary Hostetler
1
8139
Fuquay-Varina, NC 27526
Yes
5/21/2008
by street
350'
X
X
1.3 ug/L
[phone]
104 Birchland Drive
0.7 ug/L - 1,2-DCP
Carl Phelan
2
4247
Fuquay-Varina, NC 27526
Yes
5/2/2008
front yard
150'
X
X
7.6 ug/L - Chloromethane
[phone]
112 Birchland Drive
back yard
Bob Bridges
3
6579
Fuquay-Varina, NC 27526
Yes
5/21/2008
(left side)
X
X
1.1 ug/L
[phone]
108 Birchland Drive
front yard
Larry Rieke
4
4896
Fuquay-Varina, NC 27526
Yes
May-08
by street
—200'
X
X
X
1.8 ug/L
[phone]
Jeanette Grey
5
8417
2104 James Slaughter Road
Yes
Attempted*
in back yard
X
X
--
Fuquay-Varina, NC 27526
119 Birchland Drive
Linda Jones
6
5934
Fuquay-Varina, NC 27526
Yes
5/21/2008
front yard
X
X
9.9 ug/L
[phone]
105 Birchland Drive
watering
Leslie Struble
7
7447
Fuquay-Varina, NC 27526
Yes
5/21/2008
front/side yard
X
X
yard
1.6 ug/L
[phone]
2206 James Slaughter Road
Elizabeth Eakes
8
1721
Fuquay-Varina, NC 27526
Yes
5/21/2008
front yard
X
X
BDL
[phone]
115 Birchland Drive
(1) in holly bushes;
BDL
John Cotten
9
4306
Fuquay-Varina, NC 27526
Yes (2)
5/21/2008
(2) right on hillside
X
X
X
(both wells)
[phone]
past barn
120 Birchland Drive
Ricky Buffaloe
10
3568
Fuquay-Varina, NC 27526
Yes
5/21/2008
front yard
1.2 ug/L
[phone]
116 Birchland Drive
front yard by
Ron Cannon
11
0630
Fuquay-Varina, NC 27526
Yes
5/21/2008
tree line
1.2 ug/L
[phone]
Notes:
BDL = below detection limits
ug/L = micrograms per liter
1,2-DCP = 1,2-dichloropropane (compound commonly found in pesticides)
Attempted = tried to contact homeowner several times with no response.

MW-105 OmW-14D POND
MW-144
MW-15D
� (OBTMW-2
s
z
0
r
0
C)
-0
� o
r- SS-4
m TMW-1 9<
S-3
■
Gam.
MW 5"
S-2
S-1
Sc -13 SG-14 MW-7D
I I , ® MW-8 SG-ss TMSG-7 G-8 ,
SG-7s �W-8D SG-97 \ MW—
ASSUMED I I SG-11
LOCATION OF I I
GUILFORD GUILFORD
PRODUCTION I I _ MW-2 PRODUCTION p
PR�pNE TpHKs WELL (WSW #1 j ^ 1 MW-10 \ (D WELL (WSW #2) M W-21 R
SG-6 M�-3
X MW-10D OMW-6
Gravel
/r Pit#3 �� MW-5D MW-6? MW-6A
UW-4 �pMW-5
M W-18
Gravel 1
MW-1 Pit #20 \\ Pit #11 �\ POND
\I1 MW-12 (NEST) \`
I I \ 11
I
II I
\\\ W-19RI
\` '
\� J
\ 'p MW-20R � /
\\ MW 11
M_-11
OLD POWELL ROAD
DICKENS ROAD
09
T
BIRCH CREEK DR.
NORTHGATE
® PRODUCTION
WELL
LEGEND
g SG-1
SOIL GAS LOCATION
SG-12
PROPOSED SOIL GAS LOCATION
■ SS-1
SUB SLAB SOIL VAPOR LOCATION
MW-1
SHALLOW MONITORING WELL
O MW-21R
INTERMEDIATE MONITORING WELL
MW-6D
DEEP MONITORING WELL
®
APPROXIMATE LOCATION OF
GRAVEL PITS
O
WATER SUPPLY WELL
1,1—DCA
1,1—DICHLOROETHANE
1,2—DCA
1,2—DICHLOROETHANE
1,1—DCE
1,1—DICHLOROETHENE
TICE
TRICHLOROETHENE
PCE
TETRACHLOROETHENE
NE
NO EXCEEDENCES
ONLY RESULTS WHICH EXCEED
2L STANDARD SHOWN.
GRAPHIC SCALE
100 0 125 2W 5W N
( IN FEET )
TITLE:
Groundwater Sampling Results - (Nov. 2012)
Guilford Mills Facility
Fuquay-Varina, North Carolina
DRAWN BY: ASO DATE: 11/26/2012
PROJECT NO: 565530000 1 DWG FILE: GW Sampling Results
4021 Stirrup Creek Drive, Suite 100 FIGURE
afW Durham, North Carolina 27703 16
[phone]

MW-105 OMW-14D POND
MW-144
MW-15D
� OBTMW-2
z � A,
O 3
m�
O vO v
-0 o �o
v 'v BIRCH CREEK DR.
� o
ss-a LEGEND
m TMW-1 9<
-3 �G SG-1 SOIL GAS LOCATION
M W 5
SG-12 PROPOSED SOIL GAS LOCATION
O S-2 ° ■ SS-1 SUB SLAB SOIL VAPOR LOCATION
S-1
MW-1 SHALLOW MONITORING WELL
O MW-21R INTERMEDIATE MONITORING WELL
SG-14 Myy_�p DICKENS ROAD & MW-6D DEEP MONITORING WELL
�MW-9D (BMW-8 U SG-9se
II MW-9 W-8D SG-g SG-97\ MW- 7HGATE ® APPROXIMATE LOCATION OF
ASSUMED SG-11 ® GRAVEL PITS
LOCATION OF
GUILFORD GUILFORD
PRODUCTION I I _ — MW-2 PRODUCTION o ® WATER SUPPLY WELL
tpc+Ks WELL (WSW #1) MVr/-10 0 WELL (WSW #2) M W-21 R
% \ © SG-6 J-3
BDCM BROMODICHLOROMETHANE
0MW-6
r Gravel MW-6?& 1,1—DCE 1,1—DICHLOROETHENE
/ Pit#3 MW-5D MW-6A
BMW-5
TICE TRICHLOROETHENE
\ OM W-1 °yr �O
Mw-18 a° `, `- M\-13 w�� PCE TETRACHLOROETHENE
\V Gravel Gravel T �� NE NO EXCEEDENCES
S MW-1 Pit #2 0 Pit #1 �.�
\I1 MW-12 (NEST) ��` POND NS NOT SAMPLED
II �� ONLY RESULTS WHICH EXCEED
I i 2L STANDARD SHOWN.
II I
�\\ o W-19Ri � GRAPHIC SCALE
100 0 125 2W 5W
° � °P�y �OPIN
\\\' MW-20R CqT� T �� ( IN FEET )
TITLE: Deep Soil Gas Sampling Results - (Nov. 2012)
Guilford Mills Facility
Fuquay-Varina, North Carolina
DRAWN BY: ASO DATE: 11/26/2012
MW 11 / PROJECT NO: 565530000 DWG FILE: Soil Gas Sampling Results
-11 4021 Stirrup Creek Drive, Suite 100 FIGURE
OLD POWELL ROAD �� Durham, North Carolina 27703 17
[phone]

MW-105 pMW-14D POND
MW-144
MW-15D
� OBTMW-2
z � �
O 3
m�
O vO v
-0 o �O
v 'v BIRCH CREEK R.
� o
D � S4
m TMW-1 9<
e
S-3
Gam.
MW 5
S-2 �° O
Qr S-1
SG -I, LEGEND
EL:FTT\ SG-1 SOIL GAS LOCATION
SG-14 MW-7D DICKENS ROAD SG-12 PROPOSED SOIL GAS LOCATION
�MW-9D 0MW-8 Q SG-9se
I I �,, SG-8
I I MW—g W—sD SG-97\ MW- 7HGATE ■ SS-1 SUB SLAB SOIL VAPOR LOCATION
ASSUMED SG-11 ® LOCATION OF
GUILFORD I GUILFORD MW-1 SHALLOW MONITORING WELL
PRODUCTION I I _ MW-2 PRODUCTION p
tWKS WELL (WSW #1) � M1�/-10 O WELL (WSW #2) M W-21 R
\ ©SG-6 M�-3 O MW-21R INTERMEDIATE MONITORING WELL
X MW-10DGravel\ O W-6 MW-6D DEEP MONITORING WELL
r iO Pit#3 pMW-5D MW-6? MW-6A
x�\ / QW-4 MW-5 ® ® APPROXIMATE LOCATION OF
o GRAVEL PITS
yr �O
MW-18 00 \'9'W—13 <��`�c oG� O WATER SUPPLY WELL
S \V Gravel Gravel T MW-1 ��
\I1
s \ Pit#2 0 Pi\#1 �o
� NE NO EXCEEDENCES
POND MW-12 (NEST) �`
ONLY RESULTS WHICH EXCEED
II �� 2L STANDARD SHOWN.
I
II I
\\\ o
o W-19Ri � GRAPHIC SCALE
100 0 125 2W 500
I
N
r
/ �Ty6' �OPo
'pMW-20R 9>�
\\ �� kp J�( IN FEET )
\\ I TITLE: Sub Slab Soil Vapor Sampling Results - (Nov. 2012)
Guilford Mills Facility
\\\ J x Fuquay-Varina, North Carolina
\ Q / DRAWN BY: ASO DATE: 11/26/2012
\� MW 11 PROJECT NO: 565530000 DWG FILE: Sub Slab Sampling Resu
-11 4021 Stirrup Creek Drive, Suite 100 FIGURE
OLD POWELL ROAD �� Durham, North Carolina 27703 18
[phone]

6987 6987
3498
9324
4320
4348
5239
0367
TO HOLLY SPRINGS 9030
7821
3708
5708
5869
0847
MW 5/15D
MW- /14
7614
244 3452 — /26D
368 4461
7466 9475
BTMW-2 0328
1357 4345 8371
1358 36 5389
A ' 2347
G�
D 0320
5[89
9216 1264 4254
7310 0322
CH K D
8176
2135 g 5'J6
6180 9145
9116
v
BTMW-1 30289 6116
4098 97 �c�9 7053 0046
5003 6020
959 3066
2017
.0088
6987
1976
9933 o�E 4992 8934
M - 5
1050
7944
3875
2817 3893
8176 �
n�
1874 `�" 5885 8843
1703 4842 778 0797 727
9862
�
3748
4741 5678
2754 8743
77 2 773 3785 5784
2717 572
4727
7729 0799
8768 3758
66
5612
1743
-2�3 — J16 3688
9538
MW 9/9D MW_ D MW-22D MW- /7D
_
osss
b11
112 MILE FROM CENTER POINT Oe71
485 0446
MW *MW-3 MW-21R 502
450 ss23
8551
7449
ON -SITE
MW-10/IOD
1373 s42o
0434 2455
8355
9392
M -5/51) 1�'_
M.0 b/6A/6D 9279
W-2
7373 9337 4247 �
6234
7117 c 0211
M —4 MW_I M O
MW-12/12A/12D/12R/I -6D
4258
• 2293
�� ��
7222 9215
1194
8176
M -17* MW-13 0161
5
6163
C 8066
SS
M W-18 * POND 092
600
1070 5020
0091
8917
GUI FORD MILLS, INC. 9942
4943
792 Q 4896
1827
• MW-20R
3875 6853
�'Qjy2799 s77 NOR HGATE
8798
3687
792
L
GUILFORD
1667 46z
1721
6645
9611
PRODUCTION 0579
WELL
259
250
eon
MW-II/IID 9441
1480
5377
OLD POWELL ROAD
24 20C 189 139 IS
7109 129 0290 I6 118 13
4013
6008
OGWOOD CREEK PL5031
7072 07 0 1 102 00 60 30 140 501
TO FUQUAY-VARINA
\
3923 93 90 980
7924 83
80 0932 81 97
7846 837 69 83
\\\`
GREEN DRIVE
763 473 754
- 7733 6752 71 7g 74 60
3607
2704
2645 4626 646
�
J 77 72
7615 864 5
668
5527
6597
Y
W
J 2
}
J
Q
J
o
x
3532
627
4021 STIRRUP CREEK DRIVE
ITE 100
amec )381 99000RTH CAROLINA 27703
3603 \ 8722\ 73 2657 / / 3538
GUILFORD MILLS FACILITY
FUQUAY-VARINA, NC
1335
7447
8139
6579
CROSS-SECTION INDEX
CI
REFERENCE:
WAKE COUNTY
TAX MAP #065702
LEGEND:
7729
LOT NUMBER
CENTER POINT OF SITE
O
POND
OWATER
PRODUCTION WELL
CROSS SECTION LOCATION
•
MONITORING WELL
N
SCALE (IN FEET)
300 600
600 0
SCALE
FIGURE:
HORIZONTAL:
AS SHOWN
19
VERTICAL:
N/A

A
WEST
PREVIOUS
GRAVEL PIT
LOCATION (FILL)
MW-18
\
450
GUILFORD FACILITY
SILT/FILL
BQL
SAND
430
, 2
CLAY
SAND
410
SAND
330
310
1,2-DCA 1.1 /
1,1-DCA 130
CIS-1,2-DCE 97.0 CLAY
PCE 42 _
TCE 460
SILT
86'
1,1-DCA 9.7
1,1-DCE 14.0
PCE 16
TCE 95
152'
1,1-DCA 10
1,1-DCE 14.0
PCE 16
TCE 97
195-208'
1,1-DCA 7.8
1,1-DCE 12
PCE 10
TCE 73
264-277'
1,1-DCA 6.9
PCE 6.2
TCE 56
B-B'
cis-DCE 2,100
trans-DCE 5,300
1,1-DCA 11
1,1-DCE 11
VC 890
12R ;7MIW-5D
IW-12S
SAND
FORMER
GRAVEL PIT
MW-6D
GUILFORD
PRODUCTION
WELL
(LOCATION MW-6 MW-6DD
ESTIMATED)
CLAY
SAND
BQL
CLAY
1,1-DCE 40
TCE 42
PCE 13
1,1-DCA 57
SAND
1,2-DCA 5.1
VC 9.5
1,1-DCA 40
1,1-DCE 100
TCE 290
4021 STIRRUP CREEK DRIVE
SUITE 100
49MeC S 19 H 80 M 9900RTH CAROLINA 27703
TCE 38
PCE 4.2
BQL
APPROXIMATE
STREAM
LOCATION
MW-21 R
SAND
\SILT
CLAY
SILT
MUDSTONE WITH
GRANITE INTRUSIONS
1,1-DCE 24
PCE 35
TCE 110
1,2-DCA 0.54.1
GUILFORD MILLS FACILITY
FUQUAY-VARINA, NC
NORTHGATE
PRODUCTION
WELL
(LOCATION
ESTIMATED)
SAND
PARTIALLY
WEATHERED ROCK
i
1
BQL
TD - 225' 60 gpm
A'
EAST
MW-16D
450
MW- 6
430
SILT
CLAY
410
SAND BQL
390
CLAY
BQL
370
350
CROSS-SECTION A -A'
LEGEND:
ONLY RESULTS WHICH EXCEED 2L
STANDARD SHOWN
RESULTS IN MICROGRAMS PER LITER
BQL - RESULT IS LESS THAN LABORATORY
PRACTICAL QUANTITATION LIMIT
PCE-TETRACHLOROETHENE
TCE-TRICHLOROETHENE
1,1-DCA - 1,1-DICHLOROETHANE
1,1-DCE - 1,1-DICHLOROETHENE
cis-DCE - cis-1,2-DICHLOROETHENE
trans-DCE - trans-1,2-DICHLOROETHENE
VC - VINYL CHLORIDE
1,2-DCA - 1,2-DICHLOROETHANE
cis-1,2-DCE - cis-1,2-DICHLOROETHENE
WATER TABLE
EXTENT OF
-_ CONSTITUENTS
OF CONCERN
GROUNDWATER RESULTS FOR MONITORING
WELLS FROM JULY 2007, APRIL 2009 AND
APRIL 2011 EVENTS.
SCALE
20'
10
200'
0
VERTICAL
EXAGERATION
Qn 10X
NOTE: RESULTS REPORTED DO NOT INCLUDE COMPOUNDS SUCH AS
1,2-DCP, WHICH ARE NOT DUE TO ACTIVITIES AT GUILFORD.
SCALE
FIGURE:
HORIZONTAL:
AS SHOWN
VERTICAL:
20
AS SHOWN

NORTHMW-12A
450
MW-15D
MW_15
FILL -FORMER
PRIVATE MW-10D GRAVEL PIT
SUPPLY MW-9D MW-12R
WELL
(ABD) M 12
GUILFORD FACILITY
MW-9 MW-10 M - 2S
PARKING
MW-20R
SILT
SILT
cis-DCE 2,100
SAND trans-DCE 5,300
17
43p
DICKENS
1,1-DCA 11
ROAD
1,1-110E 11
VC 890
SAND
1,1-DCE
SAND
4.3
410
CLAY
(LOT 7792)
�_ SAND CLAY
BQL
CLAY
SAND
SAND
SAND
(LOT 0732)
I
1,1-DCE 1
390
CE 20
PCE 14
BQL
CLAY
,1-DCA 16 1,2-DCA 1,1
TCE 10 CLAY 1,1-DCA 130
PCE 1.7 CIS-1,2-DCE 97.0
SAND
370
BQL
TCE 38 PCE 42
SILT PCE 4,2 TCE 4
PWR
PWR
BQL
J50
MUDSTONE
WITH
GRANITIC
INCLUSIONS
330
B1
SOUTH
MW-11 D
MW-11 r 450
SAND 430
CLAY
410
390
370
350
LEGEND:
ONLY RESULTS WHICH EXCEED 2L
STANDARD SHOWN
RESULTS IN MICROGRAMS PER LITER
BQL - RESULT IS LESS THAN LABORATORY
PRACTICAL QUANTITATION LIMIT
PCE-TETRACHLOROETHENE
TCE-TRICHLOROETHENE
1,1-DCA- 1,1-DICHLOROETHANE
1,1-DCE - 1,1-DICHLOROETHENE
cis-DCE - cis-1,2-DICHLOROETHENE
trans-DCE - trans-1,2-DICHLOROETHENE
VC - VINYL CHLORIDE
1,2-DCA - 1,2-DICHLOROETHANE
PWR - PARTIALLY WEATHERED BEDROCK
—9� WATER TABLE
EXTENT OF CONSTITUENTS
OF CONCERN
GROUNDWATER RESULTS FOR MONITORING
WELLS FROM JULY 2007, APRIL 2009 AND
APRIL 2011 EVENTS.
SCALE
20'
310 310
200'
0
290 290 VERTICAL
EXAGERATION
10X
4021 STIRRUP CREEK DRIVE
SUITE 100
81i�9900 NORTH CAROLINA 27730
amec (919)
GUILFORD MILLS FACILITY
FUQUAY-VARINA, NC
CROSS-SECTION B-B'
DATE: 11/20/2012
AMEC PROJ. # 565530000
DWG FILE NAME: B TO B'
SCALE
FIGURE:
HORIZONTAL:
AS SHOWN
VERTICAL:
21
AS SHOWN
J

PREVIOUS
GRAVEL PIT
LOCATION (FILL)
MW-12R
450 MW-12S
GUILFORD FACILITY MW-1�
L-12A
430 -1 ---------
410
M W-2
1,2-DCA 1.1
390 1,1-DCE 130
cis-1,2-DCE 97.0
PCE 42
TCE 460
370
1,1-DCA 11
1,2-DCA 11
cis-1,2-DCE 2,100
330
trans-1,2-DCE 5,300
Vinyl Chloride 890
310
4021 STIRRUP CREEK DRIVE
E 100
MeC SUITE
M NORTH CAROLINA 27703
389900
1,2-DCP 3.1
PCE 4.2
TCE 38
1,2-DCA 10
1,1-DCE 17
1,1,2,2-TCA 2.8
Vinyl Chloride 13
MW-8
1,1-DCA 9.8
1,2-DCA 0,41J
1,1-110E 9.8
PCE 20.7
TCE 49.7
1,2-DCA 2.2
1,1-DCE 13
PCE 6.6
1,2-DCA 2.3 TCE 22
1,1-110E 11 Vinyl Chloride 3.1
PCE 4.2
TCE 15
Vinyl Chloride 5.5
GUILFORD MILLS FACILITY
FUQUAY-VARINA, NC
M W-26S
450
430
410
300
370
350
330
310
CROSS-SECTION C-Cl
LEGEND
ONLY RESULTS WHICH EXCEED 2L
STANDARD SHOWN
RESULTS IN MICROGRAMS PER LITER
BQL - RESULT IS LESS THAN LABORATORY
PRACTICAL QUANTITATION LIMIT
PCE-TETRACHLOROETHENE
TCE-TRICHLOROETHENE
1,1-DCA - 1,1-DICHLOROETHANE
1,1-DCE - 1,1-DICHLOROETHENE
cis-DCE - cis-1,2-DICHLOROETHENE
trans-1,2-DCE - trans-1,2-DICHLOROETHENE
1,1,2,2-TCA - 1,1,2,2-TRICHLOROETHANE
1,2-DCA - 1,2-DICHLOROETHANE
cis-1,2-DCE - cis-1,2-DICHLOROETHENE
NE - NO EXCEEDENCES
--�� WATER TABLE
EXTENT OF
CONSTITUENTS
OF CONCERN
GROUNDWATER RESULTS FOR MONITORING
WELLS FROM JULY 2007, APRIL 2009, APRIL
2011, AND NOVEMBER 2012 EVENTS.
SCALE
20'
200'
0
VERTICAL
EXAGERATION
10X
NOTE: RESULTS REPORTED DO NOT INCLUDE COMPOUNDS SUCH AS
1,2-DCP, WHICH ARE NOT DUE TO ACTIVITIES AT GUILFORD.
SCALE
FIGURE:
HORIZONTAL:
AS SHOWN
22
VERTICAL:
AS SHOWN

A
WEST
PREVIOUS
450
430
410
41
B-B'
4021 STIRRUP CREEK DRIVE
SUITE 100
n1 900 NORTH CAROLINA 27703
amec (19) 8
FORMER
APPROXIMATE
STREAM
LOCATION
TD - 225' 60 gpnn
TD-m5,-Fng m
GUILFORD MILLS FACILITY
FUQUAY-VARINA, NC
A'
EAST
D
LEGEND:
ONLY RESULTS WHICH EXCEED 2L
STANDARD SHOWN
RESULTS IN MICROGRAMS PER LITER
REPRESENTATIVE
INJECTION WELL
LOCATIONS
-� WATER TABLE
EXTENT OF
CONSTITUENTS
OF CONCERN
(TOTAL CVOCs)
GROUNDWATER RESULTS FOR MONITORING
WELLS FROM JULY 2007, APRIL 2009 AND
APRIL 2011 EVENTS.
SCALE
20'
200'
0
VERTICAL
EXAGERATION
10X
NOTE: RESULTS REPORTED DO NOT INCLUDE COMPOUNDS SUCH AS
1,2-DCP, WHICH ARE NOT DUE TO ACTIVITIES AT GUILFORD.
PROPOSED SOURCE AREA TREATMENT
CROSS-SECTION A -A'
SCALE
FIGURE:
HORIZONTAL:
AS SHOWN
VERTICAL:
///���
AS SHOWN
GL.�