WQ0004268_Monitoring Wells_20100514

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• Quality Vegetables •
May 14, 2010
Mil. Bill Todd
Environmental Technician
NCDENR
225 Green Street, Suite .714
Fayetteville, NC 28301
RE: Aliens, Inc. — Plant #7 (Turkey, North Carolina)
Permit No. WQ0004268
Response to Monitoring Well Information Request
RECEIVED
MAY 192010
DEC- FAYEf TEVILLE REGIONAL OFFICE
In a letter dated April 15, 2010, North Carolina Department of Environment and Natural
Resources (NCDENR), Division of Water Quality, requested information regarding four
monitoring wells at the Aliens, Inc. (Aliens) facility in Turkey. The purpose of this letter is to
provide most of that requested information.
Enclosed please find a letter from David Meyer, Protocol Sampling, regarding the camera
investigative work performed on MW-1, MW-2, and MW-3. Aliens was able to locate
original boring logs and well construction information for MW-3 and that is also enclosed.
Please note that we had some confusion on which wells needed camera investigation and
MW-3 was assessed but not MW-4. So, Aliens has asked Protocol Sampling to return to
complete the camera investigation on MW-4. That is scheduled for Monday, May 17th and
Aliens will provide this additional information as soon as we receive it.
If you have any questions or require any additional information, feel free to contact me by
phone at 479-228-0102 or by email at [e-mail]. a
Sincerely,
Aliens, Inc.
Lau.rcJ. Miws�Z%
Laura J. Mushinski, CFIMM
Director = Environmental Quality
cc: Joel Shields, NCDENR (via e-mail)
Reid Wells, Aliens - Turkey
Aliens, Inc. • 305 East Main Street • P. O. Box 250 • Siloam Springs, Arkansas 72761 • Tel: [phone]

DENR—FAYEREVILLE REGIONAL OFFiCe
WQ0004268 — — Plant
5900 Turkey Highway
Turkey, NC 28393
Latitude: 34° 5902" Longitude: -78° 13' 08"
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COMPLETION REPORT OF WELL No. W-1
Sheet 1 al 1
8
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J
L
5
PROJECT: Allen Canning
PROJECT NO:
PROJECTLOCATION: Turkey, North Carolina
ORILLING CONTRACTOR: S&ME Raleigh
DRILLING METHOD: 3Vil H.S.A.
DATE DRILLED: 1115101
WATER LEVEL: 3.00
LATmJDE:
LONGITUDE:
TOP O= CASING ELEVATION:
DATUM:
LOGGED BY: D. Loftis
Originally called
MW-1, but this is
well MW-3.
STRATA
WELL
DETAILS
all,
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. WELL CONSTRUCTION DETAILS
DESCRIPTION-z
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Interval:
Diameter:
Interval:
GROUT
SEAL
'Interval:
FILTERPACK
Intermit
SCREEN
Diameter,
Interval:
LEGEND
0
4
CASING
Type:
CASING
2-inch
Type: PVC
-2.17 to 5.0 feet
�y
Type: Neat Cement
0.0 to 3.0 feet
: Type: Bentanite
3.0 to• 4.5 feet
Type; Filter Sand
4.5 to 15.0 feet
2.-Inch
Type: Sch. 40 PVC 0.010-Inch Slotted ,
10.0 to 15.0
ALTER PACK TOC TOP OF CASING
SE-NtTUNITE GS GROUND SURFACE
BS BENTONITE SEAL
CEMENT GROUT FP FILTER PACK
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CUTTINGS 1 ACI FILL ESC EIOTTCh1 OF SCREEN.
TOTAL DEPTH
STATIC WATER LEVEL MN
BW BOTTOM OF WELL
CG CEMENT GROUT
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COMPLETION REPORT OF
..:_, samE 3718 41d Battleground Road WELL No. MW-1
'T1 Greensboro, NC
ENG;NE=1IKC • TESTING Si.-- t 1 Of 1
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MEMORANDUM
To: Laura J. Mushinski, CHMM
Director Environmental Quality
Allens, Inc.
From: David Meyer, NCWD, CWD
Date: May 11, 2010
Re: Monitor Well Camera Inspection
MW-1, 2 & 3 — Old Sprayfields
Site: Allens Canning
5900 Turkey Highway
Turkey, Sampson County, North Carolina
On Tuesday, May 10, 2010 myself along with Reid Wells inspected monitor wells MW-1, MW-2 and MW-3 with a
GeoVision, Jr. downhole camera. The casing and screen depths were measured for each well. A well tag identification
plate was attached to each well noting these depths.
Findings:
1. MW-1 was found to be 30-feet deep with 10-feet of screen. The static water table was found at 22-feet below
top of casing which was two -feet above grade.
2. MW-2 was found to be 20-feet deep with 7-feet of screen. The static water table was found at 8-feet below top
of casing which was 1-foot above grade. This well is adjacent to a small stream.
3. MW-3 was found to be 17-feet deep with 10-feet'of screen. The static water table was found at 4-feet below top
of casing which was 1.5-feet above grade. This well is adjacent to a stream.
4. A new identification tag was set on MW-4.
M10-012.DEM

Beverly Eaves Perdue
Governor
Dee Freeman
Secretary
North Carolina Department of Environment and Natural Resources
Coleen Sullins, Director
Division of Water Quality
April 15, 2010
Allen Canning Inc., Plant #7
' •Attn: Reid Wells
5900 Turkey Hwy
Turkey, NC 28393
SUBJECT: Facility Information Request
Monitoring Well Construction Data & Status
Permit WQ0004268
Turkey, Sampson County
Dear Mr. Wells:
The Division has inspected your monitoring wells and found that locks be installed, tags filled out with
correct information,, such as total depth, depth of well casing and screen interval should be done to bring
your wells into compliance with the construction standards. Additionally, we have searched our records,
and evaluated your well(s) for well tag information without,fmding needed information about the physical
construction of four wells on your facility.
Since that information is not readily available, one option for the permit holder is to have well(s) video
logged to obtain the information which is required. The well construction data needed is total depth of
well, depth of well casing used and the screened interval.
Provide the needed information for the following well(s): MW-1, MW-2, MW-3 and MW-4. This
information request is enforceable under your permit conditions. Please provide your plan of action on or
before May 15, 2010.
If you have questions contact me at [phone].
Sincerely,
Bill Todd
Environmental Tech.
Division of Water Quality
cc: FRO files
NorthCarolina
Naturally
North Carolina DWQ/Aquifer Protection Section 225. Green St./ Suite 714 Fayetteville, NC 28301 Phone [phone]
FAX [phone] Internet: h2o.enr.state.nc.us Customer Service 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10%o Post Consumer Paper

Allen Canning Inc., Plant #7
Attn: Reid Wells
5900 Turkey Hwy
Turkey, NC 28303
• ,
• • 13e9cilypivOs 'Pettit' cG�yethor
Dec Preenian
Secretary
North Carcilinti Department of 5nvirotinient and Natural Resources•
Coleen Sullins, Director
Division of Water Quality
April 15, 2010
SUBJECT: facility Information Request
Monitoring Well Constructien Data & Status
Permit WQ0004268
Turkey, Sampson County
The Division has inspected your monitoring wollS.atid found that locks be installed, tags filled out with
correct information, such as total depth, depth of well casing and screen interval should be done to. bring
your wellS into compliance with the construction standards. Additionally, we have searched our records,
and evaluated your well(s) for well tag information without finding needed information about the physical
construction of four wells on your facility.
Since that information is not readily available, one optioh for the etmit holder is to have well(s) video
logged to obtain the information which is .required. The well construction data needed is total depth of
Well, depth of well easing Wed and the screened interval:
Provide the needed information for the following well(s): MW-1, MW-3- and MW-4. This
information request is enforceable under your permit ebhditions. Plea -Se provide your pilaff of action On or
before May 15, 2010.
If you have questions contact me at_(910) 433-3341.
Sincerely,
Division of Water Quality
cc: i7k0 files
Environmental Tech:
. • - ;
North. Carol ina'DWQ/M4ifer'PrOteCtion:Section. 225 green .St,/Su itO 1Thyettt iI1 N.C.230.1 Phone (91.0),4333309
FAX `(§,id) 481;1707, Ini6tnet".h2o,enr.state.nc.us CtiatO'iner Service 1-877623-674$
An Equal OOPottunitY/Afiirinative Action' Employer — 50% Retycledt106/. Pcit Consumer Paper
N6ofthCarolina
„Naturally

:Imagory Dates::
0004268.:- Aliens, Inc. Plant: #7'
59'00 °Turkey ;Highway
0'12; 2005:-*Jun•t5,12 O6P1at••
Eyo.a,t t
lt - 4167 ft

Imagoty Dates: Doc`12,-2005-Jtin =5' 20461,IaVy34.980534" lon:178.22317T o[av 122ft

Apr411-2004 04i5411 ProrSlit
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511e:et 1 cif 1
COMPLETION REPORT OF WELL No. MW-I
PRarEc+: Allen Canning
PROJECT NO:
PROJECT LOCATION: Turkey, North Carolina
DRILLING CONTRACTOR: S&ME Raleigh
DRILLING L1E11-1011 3/4"
' DATE WILLED: lil 5101
LATITUCE:
LOINIGITUDE: -
roP OF CASING ELEVATION:
DATUM:
-LOGGED BY: D. Loft%
Originally called
MW-1, but this is
well: MW-3.
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DETAILS
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03/27/2010 1929 9105960127
ALLENS INC
i A
PAGE 01/03
5900 Turkey Hwy.
Turkey, NC 28393
..Pipne (910) 596-Q028
Fax [phone]
. • '
necmnom 9/0- VP6-0)012
FROM:
DATE: 2,cQ9JO
PAGES:
r-
MESSAGE: Pi on ,-,s WI) i -Po

• NORTH CAROLINA DIVISION OF ENVIRONNENTAL MANAGEMENT
RATING SCALE.FOR CLASSIFICATION OF WASTEWATER TREATMENT FACILITIES
Name of Plant: ,0Yf4/ /)k,4T Ae/(rife County n'/ S: /
Mailing Address:
(Print)
(SStreet or P. O..Box No.) (Town or City)
Rated By: /% V %/ ,27/�/%
(Name) Date
Permit No.: yCUU y "Ogg
Date:
(Print)
(Zip)
Class
ITEM POINTS
1. DESIGN FLOW OF PLANT IN GPD
(Not Applicable to non -contaminated cooling waters. and non -discharging systems)
0 - 20,000 1
20,001 - 50,000 2
50,001 - 100,000 3
100,001 - 250,000 - (6)_._
250,001 - 500,000 5
500,001 - 1,000,000 8
1,000,001 - 2,000,000 10
2,000,001 - (and up)rate 1 point additional for each 200,000 GPD
capacity up to a maximum of 30
2. PRE-TREATMENT UNITS
(a) Influent'Pumps (including air lift)
(b) Bar Screens
or
(c) Mechanical Screens or Comminuting Devices
(d) Grit Removal
or
(e) Mechanical or Aerated Grit Removal 2
(f) Flow Measuring Device
or
(g) Instrumented Flow Measurement
(h) Preaeration or Equalization.
(i) Grease or 0i1 Separators - Gravity 2
Mechanical 3
Aerated
3. PRIMARY TREATMENT UNITS
(a) Septic. Tank
(b) Imhoff Tank
(c) Primary Clarifiers (Including Sludge Air Lifts)
(d) Settling Ponds or settlingtanks for Inorganic Non -Toxic Materials
involving a discharge to the surface waters (Sand, Gravel, Stone,&
other mining operations except recreational activities such as gem
or gold mining)
2
2
3
5
10
Revised 2 - 1 - 76

03/27/2010 19:29 9105960127
ALLENS INC PAGE 02/03
COMPLETION REPORT OF WELL No. MW-3
Sheet 1et1
PROJECT: Allen Canning"
PROJCT NO:
PROJECT LOCATION: Turkey, Noah Carolina
DRILLING CONTRACTOR: S&ME Raleigh
DRILLING METHOD: 31W" W.S.A.
DATE DRILLED: 1f15101
INA1•ER LEVEL: 3.00
LAT MOE:
LONGITUDE:
TOP OF CASING ELEVATION:
DATUM:
tows) BY D. Loftis
STRATA
WELL
DUALSis
Q
d
WELL CONSTRUCTION DETAILS
:ra
•
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.
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ceaen9ter_
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Typa: •
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interval:
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CG
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RISER CASING
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TSC
Diameter. 2-lath
Type: PVC
riven -vet 2.17 to 5.0 feet
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Type: Neat Cement
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Interval: 0.0to3.0foot
=
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: Type: Bentonita
interval: 3,0 to-4,5 feet
,—•
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FILTEERPACK
Type: Filter Sand
Interval: 4.5 to 15.0 feet
.
SCREEN
Diameter; 3-Tnch
Typal Sch. 40 PVC 0.010.1nch Slotted
1cfl v l: 10.0 to 15.0
LEGEND.
c3 FILTER PACK TOC TOP OF CASING
®HFONI i1= GS GROUND SURFACE
BS BENTONITE SEN-
1,,+: CEMENT GROUT FP FILTER PACK
TSC TOP OF SCREEN
Fri CUTTINGS 1 BACKFILL BSC BOTi CM OF SCREEN
TO
Z STATIC ti1vA } eR LEVEL BOTTOM OF WELL
CG CEMENT GROUT
COMPLETION REPORT OP
Y -
�
3118 Ord Battl©groiurtd Road WELL No. MW- 3
-
Greenstoro, NC
EPIGi l! lKG-117111+G Si'Str.V.t 1 of 1

- 2 -
ITEM POINTS
4. SECONDARY. TREATMENT UNITS
(a) Trickling Filter - High Rate 7
Standard Rate 5
(b) Aeration - High Purity Oxygen 20
Diffused Air 1�,
Mechanical ADD
Separate Sludge Reaeration 3
(c) Sand Filter 2
(d) Stabilization Lagoon with outlet to stream 5
(e) Holding Pond for Effluent Flow Equalization
and/or Stage Discharge 61)
(f) Aerated Lagoons 10
(g) Secondary Clarifiers (Including Sludge Air Lifts)
5. TERTIARY OR ADVANCED TREATMENT UNITS
(a) Polishing Pond 2
(b) Post Aeration 5
(c) Sand or mixed -media filters 5
(d) Chemical Precipitation 5
_(e) Activated Carbon Beds (without carbon regeneration) 5
(f) Activated Carbon Beds (with carbon regeneration) 10
(g) Nitrification Process 15
(h) Denitrification Process 20
(i) Phosphate Removal 20
(j) Pre -Package Unit for Removal of Oil and Grease 30
6. SLUDGE TREATMENT
) Sludge Digestion Tank - Heated.
Aerobic
Unheated
(b) Sludge Drying Beds
(c) Sludge Thickener
(d) Vacuum Filter, Centrifuge, or Filter Press
(e) Sludge Gas Utilization
(f) Sludge Elutriation
(g) Sludge Incinerator
7. DISINFECTION
(a) Pre
(b) Intermediate
(c) Post
10
CJ
3
2
10
2
5
10
1
2
0
(d) Dechlorination 5

403/27/2010 19:29 9105960127 ALLENS INC
COMPLETION REPORT OF WELL No. MWM If
a•
I
PROJECT: Allen Canning
PROJECT NO: North Carolina
PFROiECTLOCATION: Turkey,
. DRILLING CONTRACTOR: S&ME Raleigh
DRILLING MET -tOD: 31 H.S.A.
DATE DRILLED: 1116101
�-�iay�mu x�v�ces
3710 Gild Battleground Rand
Greensboro, NC
WATER LEVEL- 11_92
LAIMJDE;
LCINGITU DEL
TOP OF CASING ELEVATION!
DATUM;
LOGGED BY; i3. Loftts
PROTECTIVE CASING ,
Diameter. •
Type:
Intend;
RISER CASING
Diameter 2-Inch
Type! PVC
loterral: 2.82 to 8.0 faet
GROUT
Type; Heat Cement
intend; 0.0 to 4.9 ,feet
SEAL.
Type: Bentortite
tnterrat: 4.5 to 5.5 feet
FILTERPACK
Type: Filter Sand
1ntafYal: 8.5 to 8.0 feet
SCREEN
Diameter. 2-inch
Type: Sch. 40 PVC 0.010-inch Slotted
lntesvat: 8.D to 28.0 feet .
LEGEND
O. FILTER PACK
11 BENTOkNITE
t CEMENT GROUT
tatrrn1NGS1 BACKFILL
X, STATIC, WATER LEVEL
PAGE • 03/03
Sheet 1of1
WC TOP OF CASING
ROUND SURFAC
SS BENTONI•TE SEAL t;
FP FILTER PACK
TSC TOP OF SCREEN
BSC SOTCCM'CF SCREEN
TO TOTAL DEPTH
Bud BOTTOM CF'NELL
CG CEMENT -GROUT
COMPLETION REPORT OF WELL No.
Sheet t of

- 3 -
ITEM POINTS
8. MISCELLANEOUS UNITS
(a) Holding Ponds or Holding Tanks for Inorganic, non -toxic
materials with no discharge to the surface waters 2
(Sludge handling facilities for Water Purification Plants,
Sand, Gravel, Crushed Stone, and other similar Operations)
(See Definition No. 4)
(b) Holding Ponds or Holding Tanks for organic or toxic materials
with no discharge to the surface waters 4
(Any pump, valve, or other mechanical control subject to
failure creating a potential for bypass or discharge from the
holding ponds or tanks will necessitate a minimum classification
of Class I requiring a certified operator.)
(c) In -Plant Pumps (including air lifts)
(d) Stand -By Power Supply 3
(e) Thermal Pollution Control Device 3
(f) Effluent Pumps
(g) Land Application 5
(Not applicable for facilities under (8) (a))
(h) Treatment Processes for Removal of Metal or Cyanide
and Other Toxic Materials 30
CLASSIFICATION
Class I 5 - 25 Points
Class II 26 - 50 Points
Class III 51 - 65 Points
Class IV. . 66. - Up Points
Facilities having a rating of 1 through 4 points, inclusive, do not require
a certified operator. Classification of all other facilities requires a
comparable grade operator in responsible charge.
z
I!�
6.0 3 S

Todd, Bill
From: ReidWells [[e-mail]]
Sent: Thursday, March 04, 2010 10:15 AM
To: Todd, Bill
Subject: Aliens Monitoring: WeII. Info
We have not found the construction records for the wells here at the plant. 1 talked with our environmental director
in Arkansas about this, and she is going through, the files in the corporate office to see if she can find any info.
Just wanted to let you know we are still: looking, and we will do what is neededto get the info.
Thanks,
Reid'

Nov 02 07 01: 370
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'.J
Collection and Preservation of Groundwater Samples - Page 1 of 7
N. C..Division of ester Quality
"To preserve, protect
and enhance
North Carolina's water..."
home > sections > laboratory > Collection and Preservation of Groundwater Samples
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about. the division: I txih(act.us I dsVq. se flans I.lpssary
Laboratory Section :: Collection and Preservation of Groundwater Samples for the DWQ Laboratory
COLLECTION AND PRESERVATION OF GROUND WATER (Incl. UST) SAMPLES FOR THE NCDWQ LABORATORY SECTION
Listed below is information to be used in the collection and preservation of samples. Filtered samples are requested
for some parameters as recommended by the USGS manual. If you are submitting filtered samples, write
"DIS" (for dissolved) in the block beside applicable parameters on the GS-54 form. Excluding purgeable
organics and sulfide , a one-half inch air space should be left in all bottles to allow for mixing before analysis. The
parameters have been grouped according to preservatives needed.
Samples must be shipped to the Laboratory as soon as possible after collection. Reference: 40 CFR Part 136.3 Table II
Parameter (2)
Minimum Required
Volume
Container (1,
14) P-Plastic
G-Glass
(F) Filtered
(U) Unfiltered
Preservation (19)
Maximum Holding
Time (20) •
AWIkalnity F118'
200 m1
P (Disposable)
U
Cool, 4° C
14 days
AG=a!?o_tat
Request on field sheet and submit alkalinity sample
tcarRtionat
Request on field sheet and submit alkalinity sample
pH
Inappropriate for laboratory analysis
Immediate - field
measurement
Carbon Dioxide
Inappropriate for laboratory analysis
Immediate - field
measurement
Chromium,
Hexavalentlab
200m1
P (Disposable)
U .
Cool,4° C
24 hours (notify
of collection)
Color
200 ml
P (Disposable)
U
Cool, 4° C
48 hours (6)
MBAS
500 ml
P (Disposable)
U
Cool, 4° C
48 hours (6)
(notify lab of •
collection)
Specific 200 ml
Conductance
P (Disposable)
U
-
Cool, 4° C"
28 days
__.
D. Chloride 500 ml x 1 P (Disposable)
Cool, 4° C when
U combined w/sulfate -
None if CI only
28 days
II
II
II 11Cool, 4° C when II
http://h2o.erir.state.nc.us/lab/ga/collpresgw.htm 9/24/2008

Collection and Preservation of Groundwater Samples Page 2 of 7
F,luord'e „ combined w/above
P (Disposable) U
combined w/sulfate -
None if CI onl
28 days
D..rS fat
combined w/above
P (Disposable)
U
Cool, 4° C
28 days
Hardness, Total
(Request by
checking Ca and
Mg on sheet- Can
be part of metals
sample)
Total
Hardness=2.497
[Ca mg/L]+4.118
[Mg mg/L]
500 ml
P (Disposable)
U
1+1 HNO3 to pH<2
6 months
Non -carbonate
Hardness (3)
(= total
hardness- total
alk.)
Submit samples for total hardness
(Ca+Mg) and alkalinity, as specified
-
HEM: Oil &
Grease
2 liters (two 1 liter
bottles)
G (wide -mouth
quart jar,
Teflon -lined
cap)
U
Cool, 4° C, 6N H2SO4
to pH<2
28 days
Silica
200 ml P (Disposable)
U
Cool, 4° C
28 days
Sulfide
40 ml x 3 (21)
G, 40 ml VOA
vial
U
Cool, 4° C add 0.1 ml of 2N zinc
acetate plus 6N NaOH to pH>9. '
Leave no headspace in bottle.
7 days
Cyanide, Total
2 liters (two 1 liter
bottles)
P
U
Cool, 4° C, 0.6g
ascorbic acid (4), 6N
NaOH to pH>12
14 days (12)
Phenol, Total
Recoverable
2 liters (two 1 liter
bottles)
G (Phenol
bottle) only (5)
U
Cool, 4° C, 1:1
H2SO4 to pH<2
(1 ml Ferrous
Ammonium Sulfate if
samplecontains
oxidizer)
•
28 days
Mt
Etals Wg`'7AT'I,
As, Ba; Be,$C
Cd, Co; Cr(fota_)
Cu, Fe K, Li,Mc:,
Mrv,a,"
Mn,aNa; Ni.Pb
b, ^Sn, Se, TI V
a. Hg.,,: .
500 ml x 1
P (Disposable)
U
1+1 HNO3 to pH<2 '
72 hours -
should be
delivered to lab
within 48 hours
to allow for
sample prep
28 days - Hg
BOD 5-day
1 liter
P
U
Cool, 4° C
48 hours (6)
CBOD 5-day
1 liter
P
U
Cool, 4° C
48 hours (6)
ti
http://h2o.enr.state.nc.us/lab/ga/collpresgw.htm 9/24/2008

Collection and Preservation of Groundwater Samples Page 3 of 7
COD
1200 ml
P (Disposable) 1{U
Cool, 4° C, 25%
H2SO4 to pH<2
28 days
Cool, 4° C, 0.008%
Coliform (Fecal or
Total)
250 ml each
P (sterile) (7)
U
Na2S203 (0.1in1 10%
Na2S203 /125 ml)
and 15% EDTA (7)
6 hours (8)
TOC
DOC
Turbidity
3`asN
C Total Kjeldahl—
Nitrogen as N
"C Totar1P:asPP
Dissolved P as P
PO4 as P
NO2 as N
NO3 as N
Residue (TSS,
200 ml
200 ml - A Field Blank
must accompany all DOC
samples.
200 ml
500 ml
Combined w/ above
Combined w/ above
except when NH3 and
TKN require
dechlorination
Combined w/ above
except when NH3 and
TKN require
dechlorination
200 ml
200 ml
200 ml
200 ml + additional
preserved sample for
NO3+NO2
P (Disposable)
P (Disposable)
P (Disposable)
P (Disposable)
P (Disposable)
P (Disposable)
P (Disposable)
P (Disposable)
P (Disposable)
P (Disposable)
P (Disposable)
F
F
F
U
Cool, 4° C, H3PO4 to
pH<2
Cool, 4° C, H3PO4 to pH<2
Cool, 4° C
Cool, 4° C, 25%
H2SO4 to pH<2 (9)
0.008% Na2S2O3
(0.1ml 10%
Na2S2O3 /125 ml)
(11)
Cool, 4° C, 25%
H2SO4 to pH<2 (9)
0.008% Na2S203
(0.1m1 10%
Na2S2O3 /125 ml)
(11)
Cool, 4° C, 25%
H2SO4 to pH<2 (9)
Cool, 4° C, 25%
H2SO4 to pH<2 (9)
Cool, 4° C, 25%
H2SO4 to pH<2 (9)
Filter immediately,
Cool, 4° C
Cool, 4° C
Cool, 4° C
28. days
28 days
To lab in <48
hours (6)
28 days
28 days
28 days
28 days
28 days
48 hours
48 hours (notify
lab of collection)
48. hours (notify
lab of collection)
http://h2o.enr.state.nc.us/lab/ga/collpresgw.htm 9/24/2008

Collection and Preservation of Groundwater Samples Page 4 of 7
ITS) (18)
11500 ml each
IIP (Disposable) IIU I Cool, 4° C
117 days
Total Dissolved
Solids (TDS)
500 ml
P (Disposable)
U
Cool, 4° C
7 days
Semi Volatile
Organics-
Base/Neutral &
Acid Extractables
1 gal (10)
G (amber),
Teflon -lined cap
Cool, 4° C, 0.008%
Na2S203 (0.1m1 10%
Na2S2O3 /125 ml)
(11)
7 days until
extraction
40 days after
extraction
Pesticides/PCBs
(OP,Pest/OC
Pest/ON Pest)
1 gal (10)
G (amber),
Teflon -lined cap
U
Cool, 4° C, 0.008%
Na2S203 (0.1ml 10%
Na2S203 /125 ml)
(11)
7 days until
extraction (16) ,
40 days after
extraction
Acid Herbicides
1 gal (10)
G (amber),
Teflon -lined cap
U
Cool, 4° C, 0.008%
Na2S203 (0.1ml 10% •
Na2S203 /125 ml)
(11) .
7 days until
extraction (16) ,
40 days after
extraction
Purgeable
(Volatile)u
Organics (VOA)
40 ml x 4 vials. A Trip
blank (3 vials) must
accompany all VOA
samples
G,Teflon- lined
septum
Cool, 4° C, 0.6g
ascorbic acid (13)
only if residual
chlorine present,
Sodium Bisulfate
(NaHSO4) (13) to•
pH<2 (15)(17). Leave
no headspace in•
bottle.
14 days (7 days
for aromatics
only when
unpreserved)
TPH Gasoline
Range (aq) and
BTEX
40 ml x 4 vials. A Trip
blank (3 vials) must
accompany all TPH
and BTEX samples
G,Teflon-lined
septum
u
Cool, 4° C, 0.6g
ascorbic acid (13)
only if residual
chlorine present,
Sodium Bisulfate
(NaHSO4) (13) to
pH<2 (15)(17). Leave
no headspace in
bottle.
14-days
TPH Diesel Range
(aq)
1 gal
G (amber)
Teflon -lined cap
U
Cool, 4° C
14 days; analyze
twithin 40
days
ays
SOIL SAMPLES
****WHEN SUBMITTING SOIL AND SLUDGE SAMPLES FOR ANALYSIS, A SEPARATE SAMPLE CONTAINER MUST BE
COLLECTED FOR EACH OF THE ANALYTICAL GROUPS LISTED BELOW:
Parameter
Minimum
Container (14)(1)
Preservation (19)
Maximum Holding Time (20)
Required
P-Plastic
Volume
G-Glass
J
http://h2o.enr.state.nc.us/lab/ga/collpresgw.htm. 9/24/2008

Collection and Preservation of Groundwater Samples Page 5 of 7
Grease and Oil
8 oz jar
G, Teflon -lined cap
ICool, 4° C
refer to aqueous
Metals : Ag , Al, As, Ba, Be, Ca, Cd,
8 oz jar
G, Teflon -lined cap
Cool, 4° C
6 months (28 days for Hg)
Co, Cr (Total), Cu, Fe, K, Li, Mg,
Mn, Na, Ni, Pb, Sb, Sn, Se, TI, V,
Zn and, Hg
Pesticides/PCBs
(OP Pest/OC Pest/ON Pest)
8 oz jar
G, Teflon -lined cap
Cool, 4° C
14 days to extract; analyze
w/in 40 days
Acid Herbicides
8 oz jar
G, Teflon -lined cap
Cool, 4° C
14 days to extract; analyze
w/in 40 days
Semi Volatile Organics-
Base/Neutral & Acid Extractables
8 oz jar
G, Teflon -lined cap
Cool, 4° C
14 days to extract; analyze
w/in 40 days
Purgeable Organics (VOA)
4 oz jar +trip
blank
G, Teflon -lined cap or
septum
Cool, 4° C
14 days
TPH Gas Range (soil)
4 oz jar + trip
blank
G, Teflon -lined cap or
septum
Cool, 4° C
14 days
TPH Diesel Range (soil)
8 oz jar
G, Teflon -lined cap
Cool, 4° C
14 days to extract; Analyze
w/in 40 days
References
Analytical Procedures Appendix D Leaking Underground Fuel Tank Field Manual: Guidelines for Site Assessment, Clean-up and
Underground Storage Tank Closure; State of California State Water Resources Control Board, Sacramento, Ca., October 1989.
NPDES, Appendix A, Federal Register, 38, No.. 75, Pt II
NOTE: All other organics will be analyzed using methods from the Federal Register, 40 CFR Part 136 when available. The Branch
Supervisor must approve methods from any other source.
(1)P-Plastic, G- Glass, P(Disposable) - Plastic disposable bottle.
(2)Parameters preceded by the same letter may be submitted in the same bottle if the bottle contains enough sample. If no letter
precedes a parameter, it must be submitted in a separate bottle. (i.e., A, B, C, D)
(3)When non -carbonate hardness is requested, samples for both metals (Ca+Mg) and alkalinity must be submitted.
(4)Add 0.6 g of ascorbic acid only if sample contains residual chlorine.
(5)Use one liter round glass bottles labeled phenol.
http://h2o.enr.state.nc.us/lab/ga/collpresgw.htm 9/24/2008

Collection and Preservation of Groundwater Samples Page 6 of 7
(6)48 hours is the maximum holding time; however, samples should be submitted to lab as soon as possible.
(7)Use the 250 ml wide -mouth sterile plastic bottles for all samples. All bottles contain sodium thiosulfate and EDTA reagents.
(8)Litigation samples should be delivered to the laboratory within 5 hours of sample collection.
(9) Caution: Addition of excessive amounts of acid will interfere with the test procedures . The 2.0 ml of -25% H2SO4 per 500 ml
sample should be added using a graduated or precise volume dispensing device. If no dispenser is available, you may add exactly 40
drops of the 25% H2SO4 . In most cases, the addition of 2.0 ml (-40 drops) of 25% H2SO4 to 500 ml of groundwater will reduce the
pH to <2; however, if the pH remains above 2, add acid dropwise With stirring until the pH is lowered to <2. For nutrient samples, the
pH range of 1.5-2.0 is ideal to insure best possible recovery of analytes.
(10)In a glass container, submit a small quantity of the pure compound of any suspected material.
(11Should only be used in the presence of residual chlorine. Add sodium thiosulfate or ascorbic acid (as appropriate) to the container
first; fill at least half way before adding acid (if used).
(12)Maximum holding time is 24 hours when sulfide is present. Optionally, all samples may be tested on -site with lead acetate paper
before pH adjustment in order to determine if sulfide is present. If sulfide is present, it can be removed by the addition of cadmium
nitrate powder until a negative spot test is obtained. The sample is filtered and then NaOH is added to pH >12.
(13)Used by the DWQ Chemistry Lab only at this time.
(14)The container types listed are those commonly used throughout the Division. Other container types may be acceptable. Please
consult the laboratory about use of proper containers before deviating from those listed above.
(15)Samples submitted for purgeable halocarbons only should not be acid -preserved.
(16)Samples submitted for pesticide and acid herbicide analyses must be extracted within 72 hours of collection if the pH is not
adjusted in the lab to a pH range of 5-9.
(17)Samples submitted for purgeable aromatics receiving no pH adjustment must be analyzed within 7 days of collection.
(18)Total Residue, Total Suspended Residue, Alkalinity and Acidity samples are to be shipped directly to the Central Laboratory for
repacking and shipment to the Washington regional laboratory for analysis. Samples for these parameters collected in the Washington
Region are sent directly to the WaRO lab.
(19) Sample preservation should be performed immediately upon collection. For composite sample, each aliquot should be preserved at
the time of collection. When use of an automated sampler makes,it impossible to preserve each aliquot, then the samples may be
preserved by maintaining at 4°C until compositing and sample splitting is completed.
(20) Samples should be analyzed as soon as possible after collection. The times listed are the maximum times that samples may be
held before analysis and still be considered valid. Collection times must allow for sample preparation and analytical setup. Some
samples may not be stable for the maximum time period given in the table. Collectors are obligated to hold the sample for as short a
http://h2o.enr.state.nc.us/lab/ga/collpresgw.htm 9/24/2008

Collection and Preservation of Groundwater Samples Page 7 of 7
time as possible especially if knowledge exists showing that this is necessary to maintain sample stability.
(21) Fill the bottle to overflowing, and cap, leaving no air space.
Revised. October 2007/dbs
+top of page
1623 Mail Service Center, Raleigh, NC 27699-1623 (t) 919.733.3908.(f) 919.733.6241 Fiitd Lis here t
dwrgiab.org
DWQ - DENR - NCGOV
http://h2o.enr.state.nc.us/lab/ga/collpresgw.htm 9/24/2008

Permit History
Points PriorTo irrigation
Wells ' Fields ,=111; Soil Analysis ,Comments
/ Inspection _,=
Incidents.. r Enforcements r Violations j'
Details 1. I`
Details 2 ,'
-:Billing ,.';Class IDesig. ,' -.Events: Reg.'Actiyitios ;;•Structures
*.
x$ifliations, r Reylewers'.r,Related Permits 1. -
Permit JV00004268
ApptVersion ,
2 0 t n �e. s� R Status
Active
Well`:.
Syn'.i+NellType
Sit_.'Site
Name
.Serial No.
A Latitude
Longitude
Ste us
i. Facility - ,-
Well Owneii' °'' Cou'
MW1
01
Monitoring
001
S rayIrn...
C0NV003142
134.981405
78.226537
Active
Aliens, Inc.-Plant#7Aliens
Inc
Sampson
-
MW2
02
Monitoring
001
Spray Ira...
C0NV003397
34.979636
78.224885
Active
Allens, Inc.- Plant#7
Aliens Inc
Sampson
MW3
Monitoring
001
Sprayirri...
C0NV003680
34.975987
78.220606
Active
Wiens, Inc.- Plant#7
Aliens Inc
Sampson
MVV4
Monitoring
001
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North ,Carolina
0(.2. ri 9 y4 Qf i`., Department of Environment & Natural Resources
Division of Water Quality
• Aquifer Protection Section
MONITORING WELL INSPECTION.. REPORT
Well Location: AI/em) ,tjt tfrifF e,
Owner: //eel free
Date`,;i',JG�.
WELL 1 ,j(lIciPt-64/` ei
Address: 2//) '?4 e2..cb . Si10~ gpl2l'd15 44e2• 14760 County S#9ip.Sod
Road/Street
Quad No.
MW #= M
Serial No.Co,'It/ ?/4z.
Lat. ; ' Long. ;
Cnstrtiation r rye., 2 7
Well Contractor:
Name
Contractor. Certification# ?
Check Items
Measured
Permit Required .? (Y/N) . I
Location - Distance.F+romr'
Water Tight Sewage/waste collection
Waste Disposal (septic tank drain field)
Y C
Other 'Poll. Source(
OtherPoll. Source( )
is
Address • •
Meets Min. Standards
Yes No
Casino
Type '.'
Depth P
Weight/thickness
Height (A.L.S.) .
4
Other ( )
Grout
Type
•
Thickness
Depth ? .
Other(
Screens
SGreened 'interval .7
Other(
FD; Piate- -_.. _ ..
Well Contractor
Abandonment
Temporary
Permanent
Remarks
(Permit No. LIL) A00. ",:.,6t9

Cuttings
Reports
Construction (GW-1)
Abandonment (GW-3 0)
Well Head Completion
Access port
Water tight pipe entry
Well entry
Date Well Constructed
INSPECTOR ::i1.1- ,-
Witnesses).
(If Available)
Check Items
Measured
Meets Min. Standards;.
Yes
Remarks
6
No is
geLoa G
}
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J
„
7
s;
Name Office
Name
.Address
Type
Name
Address Type

00 s:!',.4dcX isoar1d4i y
�,J North Carolina
Ci 0 i'! grid rionif Department of Environment & Natural ]Resources
.. Division of Water Quality
Aquifer Protection Section
MONITORING WELL INSPECTION: REPOT
Well. Location: AIlesl, l'amrd id9 Gn+,le,
1 Owner` ///ed �k
Address: 2� oA5a
Well'Contractor
-Selma
5p6:,71gs 7 ll
V 61 . oxastructiOn
•
Name'
Cdntxaetor. Certification# '
Permit Required'? (Y/N)
Location - Distance From•
Water Tight Sewage/waste collection
Waste Disposal (septic tank drain field)
Other. Poll. Source( )
Other Poll. Source(
Casino -
type
Depth'.
Weight/thickness a"
Height (A.L.S.)..... a�. ...
Other ( - ) "
Grout
Type
Thickness
Depth'
Other( )
Screens.
Screened interval
Other(
P.I. Plate
Well Contractor
Abandonment
Temporary
Permanent
Address '•
Check Items Meets Min. Standards.
Measured - • Yes No
Date j/i) X'/,
WELT., TYPEinerer-f r;,r-
County 5444/as®`o/
Road/Street
Quad No. .
MW •fiY/
Serial Noet>rit v .32 r % .j
Lat.' Long; '
7 .634 7 1-g„;ijill 845
Carbon Galy St. Other

Cuttings
Reports
Construction (GW- 1)
Abandonment (GW-3 0)
Well Head Completion
Access port
Water tight pipe entry
Well entry
•
Date Well Constructed
Check Items
Measured
Meets Min. Standardst:
l
Yes No
Remarks
/ e a rid
.
INSPECTOR
Witness(es)
(If Available)
Name Office
Name
Address Type
Name
Address Type

db&rt c7p_Ad1°o$
North Carolina
Departmentof Environment & Natural Resources
Division of Water Quality
Aquifer Protection Section
MONITOR.IN6 WELL INSPECTION REPORT
R Well Location: A//e4 r'aoird id? fink.
} Owner A//e,i' :si1C •
Address: 7 'c K ,LSD SB10 Ipizidyyi .f s2• 74 %%ft
Y
Y
Date D8a7
P WELL ° E, N/1-¢paZ,oc Pe
County 33,74ipse' d
Road/Street
Quad No. ,
MW#= MW-- 3.
Serial No. 00 36S0
'Lat.Long
•
W efll construction 89, 9 r),S-4"? 6. 0 �
Well Contractor
•
Name
Contractor Certification# ?
Permit Required ? (Y/N) T
Location - Distance From
Water Tight Sewage/waste collection
Waste Disposal (septic tank drain field)
Other Poll. Source( )
Other Poll: Source( ) .
Casing
Type 't 'VC
Depth
Weight/thickness 14 D
Height (A.L.S.) • '�
Other ( )
Grout
Type
Thickness
Depth
Other( )
Screens
Screened interval
Other(
_ ..
Well Contractor
Abandonment
Temporary
Permanent
Address
Check Items Meets Min. Standards
Measured • 'Yes No .
Remarks,
(Permit No.1.4.3 0 0 D
( Plastic arbon Galv. St. Other
.6
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•
•
Lt.J xd D cis J 1,

Cuttings
Reports
Construction (GW-1)
Abandonment (GW-3 0)
Well Head Completion
Access port
Water tight pipe entry
Well entry
Date Well Constructed ?
INSPECTOR LL
Witness(es)
Check Items Meets Min. Standards t Remarks r
Measured Yes No
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Name Office
(If Available) Name
Ad dress Type
Name
Address' Type

T2
rolina
epartment of Environn era & Natural Resources
Division of Water Quality '
Aquifer Protection Section
CSrd e. RCil.e. `DCIP MONITORING WELL INSPECTION REPiSRT
Well Location:
a,,,,r,„r (at! JAtc.
t1en2 �
Owner' A/fie?' �r�c
Address::26 ASb Silo/1-r► gpieisr(O Afe. 7,2 76
Well Contractor T.
Date, 6'1'6)
WELL 7CS:'PE 1leref ¢pase�l(
County, SA.aipse' /
Rod/Streot
Quad -No. •
MW # at 4 .
rrr...:,�._•...,,..m:.�+n...xv..�.n�-..—row � ner�axv,.w.r 51-� �'
S erial No. C�eYA v o .3 g�
•
Lat Leg.
' V6'e11 C nstruetion _ 34. 9ga:',23.i .A19 D/
Name
Contractor Certification# ?
Permit Required ? (Y/N)
Location - Distance From.
Water Tight Sewage/waste collection • . .
Waste Disposal (septic tank drain field) •
Other Poll. Source( )
Other Poll; Source( )
Casing
Type a;" 'Pik --
Depth ?
Weight/thickness t7
Height (A.L.S.)
Other.( )
Grout,
Type
Thickness
Depth
Other( )
Screens
Screened interval
Other( )
ED-P-late -_. _ ..
Well Contractor
Abandonment ,
Temporary
Permanent
Address
Check Items Meets Min. Standards,
Measured . '. Yes . No
Remarks
(Permit No. L4i
Plastic azbon Galv. St. Other
g.

Cuttings
Reports
Construction (GW-1)
Abandonment (GW-3 0)
Well Ilead Completion ......
Access port
Water tight pipe entry
Well entry •
Date Well Constructed
INSPECTOR j �1L. .
Witness(es)
Check Items Meets
Measured'
Min. Standards �, Remarks
Yes No -
f• /
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. Name .Office
(If Available) Name Address Type
Name
<i.
Address Type

• oAt e 0 p I; a cheo dir ivce
North Carolina .
ejlvad A/ 9 ide-a Department of Environment & Natural Resources
Division of Water Quality
• Aquifer Protection Section
MONITORING WELL INSPECTION REPORT
s Well Location: fide's' ea Arg
Owner: Anedx 1-Aie
Address: .241)1q( 4,15-b • Si ioolvi 51,2121;*5 1,2 741
•
Well Contractor
Date ,) 1
WELL TYPE fileivritoZt;ilc
County S'Aikipse. d •
Road/Street
Quad No.
/,
MW#Cu-,
•
Serial No .k.ens i> 71/ 7.0
• 'Lat.. .. Long.
— • Well Construction • -7a 6,7j j,5 ggs- z
Name
Contractor Certification#
Permit Required ? (Y/N)
Location - Distance From.
Water Tight Sewage/waste collection -
Waste Disposal (septic tank drain field)
Other Poll. Source(
Other Poll. Source( )
Casino- .t.2" PVe•
Type Pvc
Depth -
Weight/thickness
Height (A L S )
Other (
Grout
Type.
3. e,
0 s";%/e4-41ecfne.41/1-
Thickness
Depth
Other( —
Screens
Screened interval . . 0
Other(
Well Contractor
Abandonment
Temporary
Permanent
Address
Check Items Meets Min. Standards
Measured • Yes No.
Remarks
•
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•
•
(Penait No. bt_.) o 0
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Cuttings
Reports
Construction (GW-1)
Abandonment (GW-3 0)
Well Head Completion
Access port
Water tight pipe entry
Well entry •
Date Well Constructed /0/3ij c1
•
• INSPECTOR 7d:Lia, e.44— at
Check Items
Measured
. Meets Min. Standards
Yes No
, Remarks
G
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2ppw'
f,e'D
Name .Office
Witness(es)
(If Available) Name Address Type
Name
Address Type

b
NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water. Quality
WELL CONTRACTOR CERTIFICATION # 2527
1. WELL CONTRACTOR:
David E. Meyer
Well Contractor (Individual) Name
Protocol Sampling Service, Inc.
Well Contractor Company Name ,
STREET ADDRESS PO Box 31133
Raleigh • NC 27622
City or•Town State
( 919 )_ 210-6547
Zip Code
Area code- Phone number
2, WELL INFORMATION:
SITE WELL 1D#(Itapplicable) CW-7 •- /
WELL CONSTRUCTION PERMIT-4/(if applicable)
OTHER ASSOCIATED PERMIT #(if applicable)
3. WELL USE (Check Applicable Box) Monitoring
Industrial/Commercial❑ Agricultural❑ Recoveryl]
IrrigationI OtherE (list use)
0 Municipal/Public❑
Injection❑
I
DATE DRILLED October 31, 2008
PM71
Sampson
TIME COMPLETED 1400 AMO
4. WELL LOCATION:
CITY: Turkey COUNTY
Rowan Road
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
❑ Slope ❑ Valley 0 Flat 0 Ridge 0 Other
(chock appropriate box)
LATITUDE 34.972091
May be in degrees,
minutes, seconds or
in a decimal format
LONGITUDE 78.235786
Latitude/longitude source: 0 GPS ❑ Topographic map
(location of well most be shown on a USGS topo map and /
attached to this form If not using GPS)
S. FACILITY -is the name of the business where the well to located.
FACILITY ID'#(if applicable)
NAME OF FACILITY Allen Canning 7
STREET ADDRESS 5900 Turkey Highway
Turkey NC 28393
City or Town State Zip Code
CONTACT PERSON Mr. Tommy Langston
MAILING ADDRESS 5900 Turkey Highway
Turkey NC 28393
City or Town State
( 910 )_ 596-0028
Zip Code
YESD NO0
FT.
Area code - Phone number
8. WELL DETAILS:
a. TOTAL DEPTH: 15.0
b. DOES WELL REPLACE EXISTING WELL?
c. WATER LEVEL Below Top of Casing: 6.55
(Use '+" if Above Top of Casing)
d. TOP OF CASING IS 3.0 FT. Above Land Surface'
'Top of casing terminated aUor below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): 1 METHOD OF TEST pump
f. DISINFECTION: Typo na Amount na
g. WATER ZONES (depth):
From 6.0 To 12.0 From To
From To From To
From To From To
7. CASING: Depth Diameter ThicknesanNeight Material
From +3.0 To -2.0 , Ft. 2" Sch40 pvc
From To Ft.
From To Ft. ' '
8. GROUT: Depth Material Method
From 0.0 To -0.5 Ft. Portland pour
From -0.5 To -1.5 Ft. Bentonite pour
From To Ft.
9. SCREEN: Depth Diameter Slot Size Material
From -2.0 To -12.0 Ft. 2" In. 0.010 in. Pvc '
From' To Ft. In. in.
From To Ft. In. In.
10. SAND/GRAVEL PACK:
Depth Size Material
• From -1.5 To -12.0 Ft. #3 quartz sand
From To Ft.
From To Ft.
11.DRILLING LOG
From To Formation Description
0.0 •3.0' Brown silty sand (SM)
3.0 5.0' Dark brown clayey sand (SC)
5.0 8.0' Black clayey sand (SC)
8.0 12.0' Black sandy clay (ML)
12. REMARKS:
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
BEEN PROM TO THE WELL OWNER_
" 11/7/2008
SIGNATURE OF CERTI D WELL CONTRACTOR DATE
David E. Meyer
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt.,
1617 Mall Service Center - Raleigh, NC 27699-1617 Phone No. [phone] ext 666.
Form GW-1 b
Rev.12107
L-d
BEL092E6TB
Xdd 100010?1d WUOE :OT E300Z 9z ' AON

MONITOR WELL SCHEMATIC
EXPANSION 'PLUG.
* BOREHOLE O D S l2
* MATERIAL O.D.
MATERIAL TYPE PJ'
SCREEN SLOT SIZE' °. CIO
* Dimensions in
Inches
2' ,e 2- (JNcRErE
, •NA77VL soil
NOTES:
'./.7/77.ZZA
GROUT
BENTONITE
SAND PACK
NOT TO' SCALE
ALL DEPTHS REFERENCED
FROM FINISH GRADE IN FEET
MONITOR WELL
DATE DRILLED ID 4t /d$
DRILLING. METHOD NSA
'GEOLO GIST
STATIC • WATER LEVEL loess
DATE MEASURED .II/510
LOCK
PROTECTIVE OUTER COVER"
F:MSH GRADE
DEPTH TO, TOP OF
BENTONITE 1145
DEPTH TO TOP OF (
SAND 1'S
DEPTH TO TOP OF
SCREEN
DEPTH TO BOTTOM OF
SCREEN ,
TOTAL DEPTH '2.0
PROTSOL_ SAMP��j SERVS(f� • ALLE4 CALuW&
Ro{{eMh, NCMoic 327G22 TuRxey, 'SANPfd.i4 (OU Y1 uG
• PROD. # 0$-50
•d
8EL092E6IS
Xdd 100010ZId 'WUEE =0I '8002 92 AOW

o&A'q,A d t C4- ]division of Water Quality
Aquifer Protection Section
MON ITORTNC WELL -INSPECTION REPORT
. North Carolina
epa tmeut of Environment & Natural Resources
�w. _�•�.� Ww •_���. �.,... ..••
._�.•� b_ _.« <.�.,. ,�
Well/a a,„ror t,t/? i,1/e.
Location: <le,.� �
Owner: ,1/le.ds .Tree
Address: 2 c1C S' ' 6;Io rs
Well Contractor 2) AV l eI jfle el e i
Name
Date a/ oe/ /©
WELL E ovi/ -f04,; /.
pa;fii5 f /1• 7.174 County 5,4.4pse.i/ .
Road/Street
Quad No.
Serial No. 6:,4 7 cr
.- _
'eat Long.
Well instruction /. 970187 :7,6,,..- 2 33.16a'
Address
Contractor Certification ,I'2, 7. Check Items Meets Min. Standards
. Measured -Yes' • ' No
Permit Required ? (Y/N) I
Location - Distance From.
Water Tight Sewage/waste collection
Waste Disposal (septic tank drain field) •
Other Poll. Source(
Other Poll. Source( )
Casino ' Is'
Type P lia
Depth ' 0—odd
Weight/thickness t). c.0
Height (A. L. S .) .. s . . . P .......
Other ( )
Grout - `� �/ �
Type j1�e..�4-66,11 e_n�`-
Thickness
Depth L — D..
Other( E1,.$ %. 5— )ficy 12dd de_
Screens
Screened interval .46 b /a
Other( • )
Well Contractor
Abandonment
Temporary
Permanent
Remarks
(Permit NO. L-4i 000
- Plastic Carbon. Galv. St. Other
.11
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Cuttings
Reports
Construction (GW-1)
Abandonment (GW-3 0)
Well Head Completion
Access port
Water tight pipe entry
Well entry •
Date Well Constructed
INSPECTOR
LnecK items
Measured
Meets Min. Standards t
Yes No }
Remarks
;
1 %
n
Y
5
� 1�
Name Office
Witness(es)
(If Available) Name Address
Type
Name
Address
Type

Y �, •1d
1. WELL CONTRACTOR:
David E. Meyer
Well Contractor (Individual) Name
Protocol Sampling Service, Inc.
Well Contractor Company Name
PO Box 31133
Street Address
Raleiah
NC 27622
City or Town State Zip Code
(919 ) 210-6547
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT# na
OTHER ASSOCIATED PERMIT#(if applicable) na SITE WELL ID #(if applicable) R-2a ' ./QC,/i c cd ,e-
,2 ce.0.. 4
3. WELL USE (Check One Box) Monitoring 5( Municipal/Public 0
Industrial/Commercial 0 Agricultural 0 Recovery 0 Injection 0
Irrigation❑ Other 0 (list use)
DATE DRILLED 11 /30/ 2009
4. WELL LOCATION:
5900 Turkey Hiahwav Turkey. NC 28393
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Turkey cowry Sampson
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑Slope ❑Valley IgIfFlat ❑Ridge ❑Other
LATITUDE 33 " DMS OR 3x.xxxxxxxxx DD
LONGITUDE 78 " DMS OR 7x.xxxxxxxxx DD
Latitude/longitude source: MPS Dropographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Aliens. Inc -
Facility Name Facility ID# (if applicable)
5900 Turkey Hiahwav
Street Address
Turkey
City or Town
Mr Tnmmv I anastnn
Contact Name
5900 Turkey Hiahwav
NC 28393
State Zip Code
Mailing Address
urkev NC Et 2839h
City or Town State Zip Code
( 910 8 596-0028
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 15.0'
b. DOES WELL REPLACE EXISTING WELL? YES Di NO ❑
c. WATER LEVEL Below Top of Casing: 6.50 FT.
(Use "+" if Above Top of Casing)
NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division or Water Quality
WELL CONTRACTOR CERTIFICATION # 2527
d. TOP OF CASING IS 3 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): 2
f. DISINFECTION: Type na
METHOD OF TEST pump
Amount '
g. WATER ZONES (depth):
Top 6.0 _ Bottom 12.0' Top
Top Bottom Top
Top Bottom Top
7. CASING: Depth Diameter
Top 3.0 Bottom -2.0' Ft. 2"
Top Bottom Ft.
Top Bottom Ft.
8. GROUT: Depth Material
Top +0.5' Bottom 0.5' Ft. portland
Top 0.5' Bottom 1.5' Ft.' bentonite
Top Bottom Ft.
Bottom
Bottom
Bottom
Thickness/
Weight Material
sch40 pvc
9. SCREEN: Depth Diameter Slot Size
Top 2 0' Bottom-12.0'Ft. 2 in.
Top Bottom Ft. in.
Top Bottom Ft. in.
10. SAND/GRAVEL PACK:
Depth
Top 1.5 Bottom
Top
Top
Method
pour
pour
Material
.010 in.
in.
in.
Size Material
12.0' Ft. #2 quartz sand
Bottom Ft.
Bottom Ft.
11. DRILLING LOG
Top Bottom
0 / 3.0'
3 / 5
5:0' / 8.0'
8 / 12.0'
12. REMARKS:
Formation Description
Brown silty fine sand (SM)
Dark brown clayey sand (SC)
Black clayey sand (SC)
Black sandy clan (CL)
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C. WELL CONSTRUCTION STANDARDS. AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER
David Meyer
12/4/2009
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
David Meyer
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]
Form GW-1b
Rev. 2/09

* BOREHOLE 0 D
* MATERIAL O.D.
MATERIAL. TYPE
SCREEN SLOT SIZE
* Dimensions 'in
Inches
MONITOR; WELL SCHEMATIC
EXPANSION
8 f2
2.
PJc
Old
2' K 2.' C°NCRETE —
NATIVE, SOIL
GROUT
BENTONITE
SAND PACK
NOTES:
NOT TO SCALE
ALL DEPTHS REFERENCED
FROM FINISH GRADE IN FEET
MONITOR WELL' 2a
DATE DRILLED 11130/ 209
DRILLING METHOD HSA
PLUG.
:-
4
PROTOCOL SAMPLING SERVICE. YNC
P.O.Box 31133"
Raleigh, NC 27622
GEOLOGIST
STATIC WATER LEVEL 6, 5-0'
DATE MEASURED 1211
LOCK
PROTECTIVE OUTER COVER
Z.009
FINISH GRADE
DEPTH TO TOP OF I
BENTONITE 0,5
DEPTH TO TOP OF
SAND ' S
DEPTH TO TOP OF 2 0I
SCREEN '
DEPTH TO BOTTOM OF I
SCREEN IZ •0
TOTAL DEPTH j3•°1
�LLEF I CANJJ I J
TOWE( sANP$oN c0UNrY, uG
PR03. # OS-58

NON RESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2527
1. WELL CONTRACTOR:
David E. Meyer
Well Contractor (Individual) Name
Protocol Sampling Service, Inc.
Well Contractor Company Name
STREET ADDRESS PO Box 31133
'Raleigh NC 27622
City or Town State Zip Code
( 919 )- 210-6547
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #cif applicable) CW-6 /� - c A
WELL CONSTRUCTION PERMIT*(irapplicable)
OTHER ASSOCIATED PERMIT #(if applicable)
3. WELL USE (Check Applicable Box) Monitoring El Municipal/Publica
industrial/Commercial° Agriculiural0 Recovery0 Injection°
IrrigatiorU Otherf (list use)
DATE DRILLED October 31, 2008
TIME COMPLETED 1300
4. WELL LOCATION:
CITY: Turkey
Rowan Road
AMU PMD1
COUNTY Sampson
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel. Zip Code)
TOPOGRAPHIC / LAND SETTING:
0 Slope 0 Valley 0 Flat I] Ridge 0
(check applopriale box)
LATITUDE 34.971024
LONGITUDE 78.234232.
Latitude/longitude source: I] GPS 0 Topographic trap
(location .of well must be shown on a USGS topo map and
attached to this form if not using.GPS),
Other
May be in degrees,
minutes, seconds or
in a decimal format
5. FACILITY- is the name of the business where the well Is located.
FACILITY ID a (fapplicable)
NAME OF FACILITY Allen Canning
STREET ADDRESS 5900 Turkey Highway
Turkey NC
City or Town State
CONTACT PERSON Mr. Tommy Langston
MAILING ADDRESS 5900 Turkey Highway
Turkey
28393
Zip Code
NC 28393
City or Town State Zip Code
( 910 )_ 596-0028
Area code - Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 15.0
b. DOES WELL REPLACE EXISTING WELL? PESO NOM
c. WATER LEVEL Below Top of Casing: 6.55 FT.
(Use '+" if Above Top of Casing)
TOP OF CASING is 3.0 ' FT. Above Land Surface'
"Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118,
METHOD OF TEST pump
DISINFECTION: Type na Amount na
7. CASING: Depth
From +3.0 To -2.0
d.
e. YIELD (gpm):
f.
g. WATER ZONES (depth):
From 6.0 To 12.0 . From To
From To From To
From To From To
Diameter
Ft. 2"
From • To Ft.
From • To Ft. "
8. GROUT: Depth
From 0.0 To -0.5
From -0.5 To -1.5 Ft. Bentonite
From To Ft.
9. SCREEN: Depth Diameter Slot Size
Thickness/Weight Material
Sch40 pvc
Material
Ft. Portland
Method
pour
pour
From To -12.0 Ft, 2" In. 0.010 in.
To Ft. in. in.
To Ft. in. in.
From
From
10. SAND/GRAVEL PACK:
Depth Size
From -1.5 To -12.0 Ft. #3
From To Ft.
From To Ft.
,11.DRILLING LOG
From To
0.0
3.0
5.0
8.0
Material
pvc
Material
quartz sand
Formation Description
3.0' Brown silty sand (SM).
5.0'
8.0'
12.0'
12. REMARKS:
Dark brown clayey sand (SC)
Black clayey sand (SC)
Black sandy clay (ML)
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CO STRUCTION STANDARDS, AND THAT A COPY OF THIS
Z1 PR DED TO THE WELL OWNER.
SIGNATURE OF CEFecED WELL CONTRACTOR
Low
David E. Meyer
11/7/2008
DATE
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt.,
1617 Mall Service Center - Raleigh, NC 27699-1617 Phone No. [phone] ext 568.
Form GW-1 b
Rev.12107
9•d
BEL09ZE6I6
Xdd 100D10?Jd WH62 =01 8002 9Z now

MONITOR WELL SCHEMATIC
* BOREHOLE O.D.
* MATERIAL O,D.
MATERIAL TYP E . ' PJG
SCREEN 'SLOT SIZE d ' DiO
* -Dimensions in
Inches
(2 CvNU2ETE
NATIVE' 5017.'
EXPANSION PLUG.
8/z
Z.
GROUT
BENTONITE
SAND, PACK
NOTES:
NOT TO SCALE
ALL 'DEPTHS REFERENCED
FROM FINISH GRADE IN FEET
MONITOR WELL CAL b •
DATE DRILLED bhr f 08
DRILLING METHOD H' A
GEOLOGIST
STATIC. WATER LEVEL b,SC I
DATE.' MEASURED 11/5/0,e.
LOCK
PROTECTIVE b.UTER COVER
FINISH GRADE:
DEPTH ;TO.. TOP ..OF
BENTONITE 0'
DEPTH TO TOP OF
• SAND ",-
DEPTH TO TOP OF i,...
SCREEN Z,0
•
DEPTH TO BOTTOM OF "
SCREEN 12'0
TOTAL DEPTH LZ;at
j'RUTfCOL SAHRLtNG SERVICE:"INC, AL -Lem. «rWI�U
• P.O: Box 31133 YDIZICEy sAMP101,1, ,C 0 ariYi
RnlelgIN NC 27622 I_
' PROJ'. # O$—S
ET'
86L092C6T6
XUd 10001021d ' H066.:- O T BOO 2 '9Z now

Casino
Type
North Carolina .
fois. Lod 14eAd e�,f� . Department. of Environment & Natural Resources
7 Division of Water Quality
Aquifer Protection Section
MONITORING WELL INSPECTION REPORT
e aintb rat? le,• Date / CU
Well
Location: ller `
Owner' est age WELL T�YP d�ja�rj, Ep4I �
Address: f �. ojt 3�a Se1ei gp1 1tt5 ,4g. 74 761 County 3 i ips& / • 9
Road/Street
Quad No.
MW /cea
S erial No. Ad / m a (5 6 7112
Lat. Long -
Well Construction•sI j� �8 � 'pt 2lz2,
•
Well Contractor .. ,oti a /Y1 e ye ✓z
Name'
Contractor Certification# c),57.2...7 •
Permit Required ? (Y/N) 1.
Location = Distance From'
Water Tight Sewage/waste collection
Waste Disposal (septic tank drain field)
Other Poll. Source(. )
Other Poll. Source( )'
. Pb-yIt
Depth D
. Weight/thickness F' 4D -
Height (A:L S) 3 • i)
Other ( )
Grout
Type e.e44-
Thickness .
Depth . O— .'
Other( 3 4%'•t:,4e,I- t ,1
Screens
Screened interval .. .
Other(
I D Plate -_.. _ .. ' . - .
Well Contractor
Abandonment
Temporary
Permanent
Address . •
Check Items ' Meets Min. Standards
Measured . Yes No
•
- Remarks
-
- (Permit No.1.i Uoo
i..
a <#.
,/
p
r ;.
'
Plastic Carbon Galy. St. Other
.-
i
s
•
f
,
r
/f
i
i/'1f
c
t
t
n t,
A
, -
F•
,
l
i'
ti� y
l E ' -e
•
I.
4 c
F
1
.
s
-i i' ii-
4A/j4
toS

Cuttings
Reports
Construction (GW-1)
Abandonment (GW-3 0)
Well Head Completion
Access port
Water tight pipe entry
Well entry
Date Well Constructed / D --St— 6 e
• INSPECTOR
Check items Meets Min. Standardsi;
Measured Yes
Remarks
No,
3
:
I.
Name .Office
Witness(es)
(If Available) Name Address Type
Name
Address Type

NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2527
1, WELL CONTRACTOR:
David E. Meyer
Well Contractor (Individual) Name
Protocol Sampling Service, Inc.
Well Contractor Company Name
STREET ADDRESS PO Box 31133
Raleigh NC 27622
City or Town . State Zip Code
( 919 )_ 210-6547
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(d applicable) CW-5 - 2
WELL CONSTRUCTION PERMIT#(If applicable)
OTHER ASSOCIATED PERMrr#(if applicable)
3. WELL USE (Check Applicable Box) Monitoring CI MunicipairPublic❑
Industrial/Commercial❑ Agricultural❑ Recovery❑ Injection❑
IrrigatiorO OtherO (list use)
DATE DRILLED October 31, 2008
TIME COMPLETED 1700 AM[ PMl3'
4. WELL LOCATION:
CITY: Turkey COUNTY Sampson
Rowan Road
(Street Name, Numbers, Community. Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING;.
❑ Slope 0 Valley ❑ Flat El Ridge ❑ Other
(check appropriate box)
LATITUDE 34.969446
LONGITUDE 78.231813
May be in degrees,
minutes, seconds or
in a decimal format
Latitude%longitude source: 0 GPS 0 Topographic map
(location of well must be shown on a USGS topo map and
attached to this form if not using GPS)
6. FACILITY -is the name of Its business where the well Is located.
FACILITY ID *(if applicable)
NAME OF FACILITY Allen_ Can ning
STREET ADDRESS 5900 Turkey Highway
Turkey
City or Town
NC
State
CONTACT PERSON Mr. Tommy Langston
MAILING ADDRESS 5900 Turkey Highway
28393
Zip Code
Turkey NC 28393
City or Town State Zip Code
( 910 )_ 596-0028
Area code - Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 18.0
b. DOES WELL REPLACE EXISTING WELL? YES❑ NOD
c. WATER LEVEL Below Top of Casing: 8.45 FT.
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 3,0 FT. Above Land Surface'
'Top of casing terminated at/or below land surface may require
a variance iri accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): 2 - METHOD OF TEST pump
f. DISINFECTION; Type na Amount na
g. WATER ZONES (depth):
From 7.0 Ta 15.0 From To
From To From To
. From To From To•
7. CASING: Depth Diameter
From +3.0 To -5.0 Ft. 2"
To Ft.
From
From To
8. GROUT: Depth
From 0.0 To -3.0
Ft,
Material
Ft. Portland
From -3.0 To -4.0 Ft. Bentonite
ThickneasMkight Material
Sch40 pvc
From To Ft.
Method
pour
pour
9. SCREEN: Depth Diameter Slot Size Material
From -5.0 To -15.0 FL 2" in. 0.010 in. pvc
From To Ft. In. in.
From To Ft. In. In.
10. SAND/GRAVEL PACK:
Depth Size Material
From -4:0 To -15.0 Ft. #3 quartz sand
From To Ft.
From To Ft.
11.DRILLING LOG
From To
0.0
3.0
5.0
8.0
13.0
Formation Description
3.0' ' Brown silty sand (SM)
5.0' Yellowish brown clayey sand (SC)
8.0' ' Reddish yellow Clayey sand (SC)
13.0' Red clayey sand (SC)
15.0' Dark gray clay (ML)
12. REMARKS:
1DOHERESY CERTIFY THA THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
Rt�plB}r .S BFEN P VIDED TO. THE WELL OWNER. ,
11/7/2008
SIGNATURE OF CEffTIFIED WELL CONTRACTOR DATE
David E. Meyer
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt.,
1617,Mall Service Center Raleigh, NC 27699-1617 Phone No. [phone] ext 568,
Form GW-1 b
Rev.12/07
S-d
SEGOS 2E8T6
Xdd 1030108d WU82:0T 8002 92 Aoki

MONITOR WELL
EXPANSION .PLUG,
* BOREHOLE 0 D e /2
* MATERIAL - O.D. " 2 •
MATERIAL TYPE P46
SCREEN SLOT •SIZE afb
* Dimensions in -
Inches' •
2` 2` CoNpzE'rE —
xATPTE Soli
NOTES:
NOT TO SCALE
ALL DEPTHS' `REFERENCED
FROM FINISH GRADE IN FEET
.1".Z-Zi 4w i,,,r,
ri (‘/I .1. r~
i
i
SCHEMATIC
GROUT
BENTONITE
SAND. PACK
• GEOLOGIST
STATIC WATER LEVEL Bmc'
DATE MEASURED IIi5/0a
LOCK
PROTECTIVE OUTER COVER
F:NISH GRADE
DEPTH TO " TOP OF
BENTONITE
DEPTH. TO
DEPTH TO
TOP OF • i
SAND yA
TOP OF
SCREEN
DEPTH TO -BOTTOM
SCREENOF 15`O
TOTAL DEPTH 15.d
MONITOR WELL ('- 5
DATE DRILLED IO/31"/oe
DRILLING METHOD NSA
PROTOCOL SARPNG SERVI
CE. ICE. INC,
- P.O. Box 31133' _
Roteigh, NC 27622
CAhW Md&7
TORKEY; SAMPSON COUtrrYi ►JC
PROD . # •08-5S'
at'd8EL09296T6
XFJ� 100010ZLd- W12E :0 T 01102 92A614

. DT( ei%r w 7)i.,„i clams
North Carolina
Department of Environment .&.Natural Resources
: . Division of Water Quality
• Aquifer Protection Section •
MONITORING WELL INSPECTION REPORT
Well Location: / t/e,� Ca�f';J tat/ -rile.
I Owner ,Ale, �r'e
tg Address: 20 AO/C AS -a n feitAbivs
1
r
Spgiziy.5 1.1768
Well Contractor i4 i1; eG %'11 e-
y t_ 2
Name
Contractor Certification#. 01$ 7
Permit Required . ?. (Y/N)' l
Location - Distance From.
Water Tight Sewage/wastecollection.
Waste Disposal (septic•tanlc drain field) •
Other Poll. Source( )
Other Poll. Source( )
Casino.
Type
Depth
Weight/thickness .0 4 a
Height (A.L S) , .4 -
Other ( )
Grout
Type ' J1�
Thiclaiess
Depth, Q
Other( & l e.:4 4-E- rl i ' ' z- - . .'
Screens
Date ak/f :
WELL TYPE inofi/r 6.04,-
County S444 o
Road/Street
Quad No...
:MW# R-yt cez4
Serial No.Sims 6 074 a
'Lat.. Long.
wat Consti'> aion 7fK. st et- 1_.
Check Items
Measured
Address .
Meets Min. Standards
• Yes' No
Remarks .
(Permit No. LL) o.o O.
Plastic Carbon Galv. St. Other
Screened interval .
Other(.
X D: -Plate -_.
Well Contractor
Abandonment
Temporary
Permanent
4 •
t.
.•.

Cuttings
Reports
Construction (GW-1)
Abandonment (GW-3 0)
Well Head Completion
Access port
Water tight pipe entry
Well entry
Date Well Constructed /c/3/ / b
INSPECTOR eeck
Name
Witness(es)
•
UnecI Ile MS
Measured
Meets Min. standards
t
Yes No tt
nemarlcs
yy
F
t
1 / y
•
Y
1`
✓
4
Office
D
(If Available) Name Address Type
Name Address
Type

NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2527
1. WELL CONTRACTOR:
David E. Meyer
Well Contractor (Individual) Name
Protocol Sampling Service, Inc.
Well Contractor Company Name
STREET ADDRESS' PO Box 31133
Raleigh NC 27622
City or Town State Zip Code
(.919 }- 210-6547
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(dappilcable) CW-4
WELL CONSTRUCTION PERMIT#(irapplicable)
OTHER -ASSOCIATED PERMIT#(If applicable)
3. WELL USE (Check Applicable Box) Monitoring Municipal/Public° .
Industrial/Comm ercialD Agricultural0 Recoveryp Injection0
Irrigator° 0ther0 K. use)
DATE DRILLED October 31, 2008
TIME COMPLETED 1200 AMI7 PMI21
4. WELL LOCATION:.
CITY: Turkey
Rowan Road
COUNTY Sampson
(Street Name, Numbers, Community, Subdivision. Lot No., Parcel. Zip Coda)
TOPOGRAPHIC / LAND SETTING:
0 Slope ElValley 0 Flat El Ridge 13
(ceck'sppropriate box) ,
LATITUDE 34.966653
LONGITUDE 78.233938
Latitude/longitude source: 0 GPS 0 Topographic map
(location of well must be shown on a (.1SGS topo map and
attached to this form if not using GPS)
Other
May be in degrees,
minutes, seconds or
in a decimal format
S. FACILITY- is the name or the business where the well Is located
FACILITY ID *(if applicable) •
NAME OF FACILITY Allen Canning
STREET ADDRESS 5900 Turkey Highway
.Turkey NC 28393
City or Town State Zip Code
CONTACT PERSON Mr. Tommy Langston
MAILING ADDRESS 5900 Turkey Highway
Turkey NC 28393
City or Town State Zip Code
( 910 )- 596-0028
Area code - Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 15.0
b. DOES WELL REPLACE EXISTING WELL? YES° NO0
c: WATER LEVEL Below Top of Casing: 6.45 FT.
(Use "+- if Above Top of Casing)
d. TOP OF CASING IS 3.0 . FT. Above Land Surface'
*Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 20.0118.
e. YIELD (gpm): .5 METHOD OF TEST pump
1. DISINFECTION: Type na - Amount na
g. WATER ZONES (depth):
From 6,0 '. To 15,0 From To
From To From To
From To From To
7. CASING: Depth Diameter Tr idcnessiWeight
From +3.0 To -2.0 • Ft. 2"
From To Ft.
From To Ft.
8. GROUT: Depth
From 0•0 To -0.5
From -0.5. To -1,5 Ft, Bentonite
Material
Ft. Portland
Sch40
Material
pvc
Method '
pour
pour
From To Ft.
9. SCREEN: Depth • Diameter Slot Size Material
From -2.0 To -12.0 Ft. 2" in, 0.010 . in- PVC •
From To Ft. In. In.
From ` . ' To • ..Ft in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
From -1 .5 To -12.0 FL #3 quartz sand
From
From
To Ft.
To " Ft.
11.DRILLING LOG
From To "
0.0
3:0
5.0
10.0
3.0'.
5.0'
10.0'
12.0'
12. REMARKS:
Formation Description
Brown silty sand (SM)
Yellowish brown clavev sand (SC)
Dark brown clavev sand (SC)
Black sandy clay (ML)
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CO RUCTION STANDARDS, AND THAT A COPY OF THIS
BP N P VIDEO TO THE WELL OWNER.
L 11 /7/2008
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
David E. Meyer
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn:'Information Mgt.,
1617 Mali Service Center- Raleigh, NC 27699-1617 Phone No. [phone] ext 566.
Form GW-1 b
Rev.12/07
�•d
BELO92E6TS
XELd 10301021d W882:01 8002 22 now

MONITOR WELL SCHEMATIC
EXPANSION
BOREHOLE O.D. e /if/ 2
* MATERIAL 0 D. Z •
MATERIAL TYPE ' NG
* SCREEN SLOT SIZE I�, 010'
* Dirnensions in
Inches :• .
+C2', (000 re—
NA7IYE San.
GROUT
BENTONITE
SAND PACK
NOTES:
NOT TO SCALE
ALL DEPTHS REFERENCED
FROM FINISH GRADE IN FEET
MONITOR WELL CW-4
DATE DRILLED MI log
DRILLING METHOD NSA
PLUG. �•
PROTOC:L SAILING SERVICE INCH
• • P.O. Box 31133'
Raleigh, NC 27622
GEOLOGIST
STATIC WATER LEVEL 6.(15
DATE ,MEASURED II /5) 016
LOCK•
PROTECTIVE OUTER COVER
FINISH CRADE
DEPTH TO TOP OF
BENTONITE 0,5:
DEPTH TO TOP OF..
SAND 15
DEPTH TO TOP OF f
SCREEN 2' °
DEPTH TO. BOTTOM OF ,.
SCREEN I2,°
TOTAL DEPTH 12.0I
50.
�LL��l, CANJ Jir1&
TUP-Key SAMPloN COU 'Y1 QC.
PROJ. # O$-
i
TT•d
8CL092E616
Xd� 10001021d WUZE=OT 8002 9z Ao.

/e Je/ ,6040/41,4/e North Carolina
Department of Environment & Natural Resources
. Division of Water Quality
4' 9/2.04 d4,4 Aquifer Protection Section •
MONITORING WELL INSPECTION REPORT
Well Location: /Jrle it Cole+l (adr`• •fife, ..
I. Owner'. AlleAar 1,41c
Address: 7g) , So Sa (ea+r►
r ,
Well Contractor ..Za4 i/`j (i .%� eJ e. ,¢
Name - •
Contractor Certification# ;26"„z 7 •
PermitRegjuired ? (Y/N) X
•
Location - Distance From -
Water Tight Sewage/waste collection
Waste Disposal (septic tank drain field) •
Other Poll. Source( )
Other Poll. Source(, - )
Casino- 02 r11
Type PV
' .%'D•'-I ' • '
Depth ..'
Weight/thickness . , .. a�
Height (A.L S) ' 0
Other (
Grout
Type
5/24. Ss R. '7,Z 748
Welt Construction
Address
' Check Items Meets Min. Standards
Measured • Yes No
• ,1
Date
WELL TYPE ,/d(Iopr/rf[o2t,;er-
. County SS p-1'o •
Road/Street -.
Quad No.
MW#= • l X-5n
Serial No.,3/fr,,s `d '71/V
Lat. . Lon
Remarks
(Permit No. LA.) a ()op
Plastic)darbon Galv. St. Other • r
. Thickness F
Depth
Other(
Screens
Screened interval ,
Other(. ) •
I.D 'late -_..... , • _
Well Contractor ,
Abandonment
Temporary
Perrnanerit
jJ' i �i Y t
A

Cuttings
Reports
Construction (GW-1)
Abandonment (GW-3 0)
Well Head Completion
Access port
Water tight pipe entry
Well entry
Date Well Constructed /1/3 b/mot bbq
INSPECTOR
Witness(es)
Check Items
Measured
Meets Min. Standards
Yes
G Remarks
C k
No k.
b
$
ii
Name Office
(If Available) Name Address
Type
Name
Address
Type

NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2527
1. WELL CONTRACTOR:
David E. Meyer
Well Contractor (Individual) Name
Protocol Semolina Service, Inc.
Well Contractor Company Name
PO Box 31133
Street Address
Raleiah NC 27622
City or Town State Zip Code
(919 ) 210-6547
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT# na
OTHER ASSOCIATED PERMIT#(if applicable) na
SITE WELL ID #(if applicable) R-5a
3. WELL USE (Check One Box) Monitoring GI Municipal/Public 0
Industrial/Commercial 0 Agricultural 0 Recovery ❑ Injection
Irrigation❑ Other 0 (list use)
DATE DRILLED 11/30/ 2009
4. WELL LOCATION:
5900 Turkey Hiahwav Turkey. NC 28393
(Street Name. Numbers, Community, Subdivision. Lot No., Parcel, Zip Code)
CITY: Turkey
TOPOGRAPHIC / LAND SETTING:
❑Slope ❑Valley pj'Flat ORidge
LATITUDE 33 °
LONGITUDE 78 °
COUNTY Sampson
(check appropriate box)
O Other
" DMS OR 3X.XXXXXXXXX DD
" DMS OR 7x.xxxxxxxxx DD
Latitude/longitude source: I, 3PS IJropographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Aliens Inn
Facility Name
5900 Turkey Hiahwav
Facility ID# (if applicable)
Street Address
Turkey
City or Town
Mr Tnmmv 1 anaston
Contact Name
5900 Turkey Hiahwav
NC 28393
State Zip Code
Mailing Address
iirkev NC; n 283921
City or Town State Zip Code
( 910 8 345-1013
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 16.0'
b. DOES WELL REPLACE EXISTING WELL?
c. WATER LEVEL Below Top of Casing: 7.0
(Use "+" if Above Top of Casing)
YES l NO (:]
FT.
d. TOP OF CASING IS 2 0 FT. Above Land Surface'
'Top of casing terminated ator below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): 2
f. DISINFECTION: Type na
g. WATER ZONES (depth):
Top 5.0
Top Bottom
Top Bottom
METHOD OF TEST pump
Bottom 12.0' Top
Top
Top
7. CASING: Depth Diameter
Top 2.0 Bottom -4.0' Ft. 2"
Top Bottom Ft.
Top Bottom Ft.
Amount
Bottom
Bottom
Bottom
Thickness/
Weight Material
sch40 pvc
8. GROUT: Depth Material
Top +0.5' Bottom 2.0' Ft. portland
Top 2.0' Bottom 3.0' Ft. bentonite
Top Bottom Ft.
9. SCREEN: Depth Diameter Slot Size
Method
pour
pour
Material
Top4.0' Bottom-14.0'Ft. 2 in. .010 in.
Top Bottom Ft.
Top Bottom Ft.
in. in.
in. in.
10. SAND/GRAVEL PACK:
Depth Size
Top 3.0 Bottom 14.0' Ft. #2
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom
0 / 2.0'
2 / 6.0'
6.0' / 1 0.Q'
10 / 12.0'
12 / 15.0'
`12. REMARKS:
Material
quartz sand
Formation Description
Lt brown silty fine sand (SM)
Lt yel brown sf sand (SM)
Yellow clayey sand (SC)
Dark gray clay (CL)
Dark gray clayey sand (SC)
I DO HEREBY CERTIFY THAT 1 HIS WELL WAS CONSTRUCTED iN ACCORDANCE WITH
15A NCAC 2C. WELL CONSTRUCTION STANDARDS. AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER
David Meyer
12/4/200
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
David Meyer
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]
Form GW-lb
Rev. 2/09

J-�
MONITOR WELL SCHEMATIC
EXppPAjNSION PLUG
* BOREHOLE O.D. 0 /Z
* MATERIAL 0 D Z
MATERIAL TYPE PJG
SCREEN° SLOT SIZE D.010
* Dimensions in
Inches
• /A
NATIVE SOIL
GROUT
BENTONITE
SAND PACK
NOTES:
NOT TO SCALE
ALL DEPTHS REFERENCED
FROM FINISH GRADE IN FEET
f cT?
0
GEOLOGIST
STATIC WATER LEVEL^/7,01
DATE MEASURED I2f 1 /2-009
LOCK
PROTECTIVE OUTER COVER
FINISH GRADE
DEPTH TO TOP OF
BENTONITE 2.(7
DEPTH TO TOP OF f
SAND '�
DEPTH TO TOP OF I
SCREEN �1(u
DEPTH TO BOTTOM OF I
SCREEN I`L'a
TOTAL DEPTH 15.0'
MONITOR WELL �` 5a
DATE DRILLED 111301 L009
DRILLING METHOD H �A
AL -Le CArt,11117
Jruzka'(PGN
PROTOCOL SAMPLING SERVICE. INC, vl�r�, L1GP.O. Box 31133c!
Raleigh, NC 27622
PROJ. # -_,Q.

WELL ABANDONMENT RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION #2527
1. WELL CONTRACTOR:
David E. Meyer
Well Contractor (Individual) Name
Protocol Sampling Service, Inc.
Well Contractor Company Name — STREET ADDRESS PO Box 31133
Raleigh NC
27622
City or Town State Zip Code
( 919 ) _ 210-6547
Area code - Phone number
2. WELL INFORMATION:
SITE WELL ID # (if applicable) R-5
STATE WELL PERMIT # (if applicable) na
COUNTY WELL PERMIT # (if applicable) na
DWQ or OTHER PERMIT # (ifapplicable) na
WELL USE (Check applicable use): Monitoring ❑ Residential
❑ Municipal/Public 0 Industrial/Commercial ❑ Agricultural
❑ Recovery 0 Injection 0 Irrigation
❑ Other (list use)
3. WELL LOCATION:
COUNTY Sampson QUADRANGLE NAME
NEAREST TOWN: Turkey
5900 Turkey Highway Turkey NC 28393
(Street/Road Name. Ntonber, Community, Subdivision. Lot No.. Parcel. Zip Code)
TOPOGRAPHIC / LAND SETTING:
0 Slope 0 Valley ® Flat ❑ Ridge 0 Other
(Check appropriate setting)
LATITUDE 34 58' 03.86"
LONGITIJDE 78 14' 22.05"
lay be in degrees.
minutes. seconds. ru in a
decimal format
Latitude/longitude source: (ZI GPS 0'1 opographic map
(Locution of well must be shown on a USGS lope ,nap and
attached to this form if not using GPS)
4a. FACILI'ry- The name of the business where the well is located. Complete 4a and4h
(Ira residential well. skip 4a: complete 4b, well owner information only./
FACILI'y ID #(irapplicable)
NAME OF Fncii.rry Allen Canning
S'I'Rl f. T ADDRESS 5900 Turkey Highway
Turkey NC 28393
City or Town State Zip Code
4h. CONTACT PERSON/WELL OWNER:
NAME Mr. Tommy Langston
STREET ADDRESS same as above
5. WELL DETAILS:
a Total Depth: 28 R. Diameter: 2.0' in
b Water Level (Below Measuring Point) 8 55 fi
Measuring point is 3 _91.. Il above land surface
6. CASING: Length
a. Casing Depth or known)
h. Casing Removed
8.0' n
4.0' — li
7. DISINFECTION: na
(Amount of 65%75% calcium hypochlorite used)
8. SEALING MATERIAL.:
Diameter
2.0' „)
2.0' m.
Neat Cement Sand Cement
Cement 94 lb Cement lb
Water 6:0'- - gal Water_ - - -- cal
Bentonite
Bentonite lb
Type: ['Slurry ❑Pellets
Water gal.
Other
Amount
9. EXPLAIN METHOD OF EMPLACEMENT OF MATERIAL:
Complete well head and top 4 feet of well pulled
from ground. Well filled with neat cement grout to
surface. Covered with topsoil.
I0. WELL. DIAGR AEI • Draut a detailed :ketch (Wilt,: well on the hack of this
lin'm shoving total depth depth and dt:ureter orNereenN tr ao 1 rent..tinn j
in the well. gravel linen ;II. Intera1N of easatg poilitrauun, and depths and
apes ul lill materials used
I I. DATE WELL. ABANDONED 11/30/09
I DU 1•IEREBY CER'rIF1''1'IIATT is WEI I. WAS ABANDUNED I\ :WCORDAN('E
W n'H I SA NCAC 2C. WELL coN$'IRI: ("I'To\ STANDARDS. ANI)'H L A'r :t COPY OF
-_ ti , D HAS BEEN P1 AIDED D'I'O THE WELL OWNER
SIGNATGRE OF C'ER'I'IFIE
'E I.1. ('ON'Riim —rm2
12/10/2009
DATE:
SI(5NA'I'l'RWEI,I.OWNER:\B:\NI)O\'ING THE WEI I. D•\'rF.
(ilte private well owner must be an indnidunl who personalh abandons his her restdemeil sell
in accordance with 15A NCAC 2C.0113.)
David E. Meyer
PRINTED NAME OF PERSON ABANDONING THE WE.LI.
Submit a copy to the owner and the original to the Division of Water Quality within 30 clays.
Attn: Information Management. 1617 Mail Service Center - Raleigh. NC 27699-1617.. Phone No. (919)'33-7015 ex( 568.
I-onn (i\1'-311
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North Carolina
do ''
�t •��,f�e�� :Department of Environment 4 Natural Resources
�Division of Water, Quality
Aquifer Protection Section
MONITORING WELL INSPECTION REPORT
We11.Location: Allem, e'emrpr if" .r�e4e.
Owner II/le, 2,tie
Address: Tw of Act:. 5/2/2/ 1S
Date .. c2 'LA 6'
WELL YPE /laavirr E�drPr
Are- 7.1 74§ County S4 i rip. o 441
Road/Street
Quad No.
Ivlw #= R.- I / e. ce -3
Serial-Nc8;;4.s £ .7419S'
Lat. Long.
..Well,Constru• Y• •ction ' :• At �L, /off � :I9 n
Well Contractor JA Vy`cL /Yl e e,- ✓L
Name
Contractor Certification# 72'7•
Permit Required ? (Y/N) h
Location - Distance From.
Water Tight Sewage/waste collection
Waste Dispo.sal (septic tank drain field) •
Other Poll. Source( )
Other Poll. Source ( . )
Casino -
Type 2
Depth _ b
Weight/thickness
.-Height (A.L S )
OLD
Other ( )
Grout //
Type • /7�C' :a 4 CG.m e .J t
Thickness
Depth • ' - 3 1
Other( j
Screens
Screened interval
Other( - )
- ..
Well Contractor
Abandonment
Temporary
Permanent
) /3 c? r✓/vt1
1 �' r
•
Check Items
Measured
r•
Address . •
Meets Min. Standards
Yes - , No
Remarks
.(Permit No. A) ' b, o o
Plastic Carbon Galv, St. Other
•
E
r
4' k N
t �
a� S
•

Cuttings
Reports
Construction (GW-1)
Abandonment (GW-3 0)
Well Head Completion
Access port
Water tight pipe entry
Well entry
Date Well Constructed /L�/�3/ otDv) k
INSPECTOR 4 a-LL Je—
Witness(es)
Unecic Items
Measured
Meets Min. Standards i;
Yes No
KemarkS
f,2
Name Office
(If Available) Name Address Type
Name
Address Type

NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2527
1. WELL CONTRACTOR:
David E. Meyer
Well Contractor (Individual) Name
Protocol Sampling Service, Inc.
Well Contractor Company Name
STREET ADDRESS PO Box 31133
Raleigh NC ' 27622
City or Town State Zip Code
( 919 )_ 210-6547
Area code- Phone number
2. WELL INFORMATION: f�
SITE WELL ID #<if applicable) CW-3 ! ) - I'
WELL CONSTRUCTION PERMIT#(rappiicabte)
OTHERASSOCIATED PERMIT #(If applicable)
3. WELL USE (Check Applicable Box) Monitoring MunicipaliPublicD
Industrial/Commercial° AgriculluralD Recovery0 Injectiont
Irrigator -El Other0 "(list use) •
DATE DRILLED October 31, 2008
TIME COMPLETED 1100 AMD PMD
4. WELL LOCATION:
CITY: Turkey
Rowan Road
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)'
TOPOGRAPHIC / LAND SETTING:
El Slope ❑ Valley 0 Flat CI Ridge II . Other
(dleck appropriate box)
LATITUDE 34.968097
LONGITUDE 78.243003
Latitude/longitude source: 0 GPS 0 Topographic map
(location of well must be shown on a USGS topo map and
attached to this form if not using GPS)
COUNTY Sampson
May be in degrees,
minutes, seconds or
in a decimal format
6. FACILITY- is the name of the bust nees where the wel is located.
FACIUTY ID #(if applicable)
NAME OF FACILITY Allen Canning
STREET ADDRESS 5900 Turkey Highway
Turkey
City or Town
NC
State
CONTACT PERSON Mr. Tommy Langston
MAILING ADDRESS 5900 Turkey Highway
28393
Zip Code
Turkey NC 28393
City or Town State Zip Code
( 910 )_ 596-0028
Area code - Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 18.0
b. DOES WELL REPLACE EXISTING WELL? YESO NOQ
c. WATER LEVEL Below Top of Casing: 8.65 FT.
(Use '+" if Above Top of Casing)
d. TOP OF CASING 1S 3.0 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): 3-5 METHOD OF TEST pump
f. DISINFECTION: Type na Amount na
g. WATER ZONES (depth):
From 7.0 To 15.0 From' To
From To From To
From To From To
7. CASING: Depth
From +3.0 To -5.0 Ft. 2"
From To Ft.
From To Ft.
8. GROUT: Depth
Diameter Thlckness,Weight Material
Sch40 Pvc
Material Method
From 0.0 To -3.0 Ft. Portland pour
From -3.0 To -4.0 Ft. Bentonite pour
From To Ft.
9. SCREEN: Depth Diameter Slot Size Material
From -5.0 To -15.0 Ft, 2" in. 0.010 in_ pvc
From To Ft. in. in.
From To Ft in. In.
10. SAND/GRAVEL PACK:
Depth
From -4.0 To -15.0 Ft. #3 quartz sand
From To Ft.
From To Ft.
11.DRILLING LOG
From To
0.0
3.0
10.0
3.0'
10.0'
15.0'
12. REMARKS:
Size Material
Formation Description
Black sllty sandfSM)
Black clayey sand (SC)
Black sandy clay (CO
1 00 HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ))/
ISA NCAC 2C, WELL CONSTRUCTION STANDARDS, ANDTHAT
Rrs`pe�rHAS BEEN P>]O TIDED TO THE WELL OWNER.
SIGNATURE OF CER!IFNED WELL CONTRACT
David E. Meyer /
PRINTED NAME OF PERSON CONSTRUCT)'
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt„
1617 Mail Service Center - Raleigh, NC 27699-1617 Phone No. [phone] ext 568.
E -d
BELO92ESI6
Xdd 10301021d WIdBZ

MONITOR WELL SCHEMATIC
EXPANSION' PLUG.
* - BOREHOLE O.D'. • g i/2
MATERIAL O.D. 2.•
MATERIAL . TYPE p G
SCREEN SLOT SIZE "Ib
''* Dimensions in
Inches;
2' * 21 toNGRIETE —
GROUT
EENTO NITE
SAND PACK
NOTES:
NOT TO SCALE
ALL DEPTHS REFERENCED
FROM FINISH:., GRADE IN FEET
MONITOR WELL CW-1
DATE DRILLED- IQ431 f OB
DRILLING METHOD NSA
GEOLOGIST
STATIC WATER,, LEVEL . 9. 65.
DATE MEASURED II%5t0'
;LOCK
PROTECTIVE OUTER -COVER
F7NISH' GRADE
DEPTH - TO. TOP OF.
:..BENTONITE
DEPTH TO TOP OF
SAND
r0.
DEPTH TO TOP OF '• . > r
SCREEN 0'•
-
DEPTH TO BOTTOM. OF
SCREEN !S.o
TOTAL DEPTH 15.0I
aPRp7QCpt SAMPLING SERVICE.iNC, ;CANLllf-1&
T
P.O. Box 31133 IU Y 'Sk1PSoN COU YJ U
Rulelgh; NC, 27622
PRO,T:.'# O$-S
T
BEL092E6T6
XUJ 1,0301021'd WdZE:OT BOOE 92. Apw

•Zig e_Vei•ILJ Zeptidcloc, North Carolina
Department of Environment & Natural Resources
-- up9A4d le-4-4" Division of Water Quality
„ . Aquifer Protection Section
MONiTORING WELL IT4SPECTIOiN. REPORT
Well Location: Aalle,t, (lar (DV? -ItAk.. •
01Ainer. 11 eds. 1-2ge
• Address: 2ei Asb S; loom gpf2:411.1
Phe•
Date , 1 10
WELL TYPE tveritoZt,pilr,
24 7(II County SAsiipie,
Road/Street
• Quac1No.
MW #= 9 6 to -g
Serial No. A3),7145, 0 7 454+
'Lat. Long. •
Welt Construction 34)1'70. Olt ,.4-iiv74 7
•
vie11'coritr.ctor.1 (.1 ,qIe. e
Name.
Contractor Certification#. c9-572 •
Permit Required ? (YIN)
Location - Distance From. •
Water Tight 'Sewaie/waste collecticin .
Waste Disposal (septic tank draip.field)
Other Poll. Source( )
Other Poll. Source( - )
Casing . 7773) is
Type
0.1
Depth
Weight/thicic.ness D. 4. 0
Height (A.L.S.) . 0
Other
Grout
Type
Thickness
Depth.
Other( C>
Screens
Screened interval .
Check Items
Measured
Address •
Meets Min. Standards
Yes No
Remarks ,
(Permit No. L0-)
I
•
, .
Plastic Carbon Galv. St Other
g
g
F 1.
' i
..„...
,
Ai e A-4- e-evied,14 1 • ....„.1
,1:
1
.
6
'
i:
i: V ) k3 e..14-keti elltev
--r----,
Other(
lEtot-7P-late. - • • -
Well dontraCtor
Abandonment
Tempbrary
Permanent
. . • .
•
f r

Cuttings
Reports
Construction (GW-1)
Abandonment (GW-3 0)
Well Head Completion
Access port
Water tight pipe entry
Well entry •
Date Well Constructed !D f j/ bDe
INSPECTOR
Witness(es)
Check Items
Measured
Meets Min. Standards i;
t
Yes No
Remarks
P.
4 i
Name
Office
(If Available) Name Address
Type
Name Address
Type

• NON RESIDENTL4L WELL CONSTRUCTION REORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2527
•
1. WELL CONTRACTOR:
David E. Meyer
VVeil Contrador (Individual) Name
Protocol Sampling Service; Inc.
Well Contractor Company Name,
STREET ADDRESS PO Box 31133
• 'Raleigh • NC
City or Town State
(919 ).210-85.47
Area code- Phone number
2. WELL INFORMATION:"
SITE WELL ID *Of applicable) CW-8 --
WEL CONSTRUCTION FERMITCif applicable)
OTHER ASSOCIATED PERMIT 0(it applicable)
3. WELL USE (Check Applicable Box) Monitoringla MunIcIpal/Public0
Industrial/Commercial0 Agricultural° Recovery0
Irrigator(' Othern (list use)
DATE DRILLED October 31., 2008
' TIME COMPLETED 1000 " AMC! PMEI
4. VVELL LOCATION:
CITY: Turkey COUNTY Sampson.
• Rowan Road
(Street Name, Nurnbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
a Slope 0 Valley 0 Flat 0 Ridge 13 Other
(check appropriate box)
LATITUDE 34.970253
LONGITUDE 78244948
Latitudeilongitude source 'OPS 0 Topographic map
- (location of well trust be shoWn On a USGS too° map and
attached to tnis trim if not paIng,GPS)
27522
Zip Code
May be in degrees,:
minutes, seconds or
in a decimal format
' 6. FACILITY- !sato name of the business where the wall is located.
FACILITY ID Cif applicabie) '
NAME OF FACILITY Allen Canning
STREET:ADDRESS 5900 Turkey Highway •
Turkey . ' • ' •. 28393
City or Town State Zip Code
CONTACT PERSON Mr. Tommy Langston
MAILING ADDRESS 5900 Turkey Highway •
Turkey NC • 28393
City or Town State • Zlp Code
(910- - 596-0028 •
Area code - Phone nurnber
6. WELL DETAILS: ,
a.. TOTAL DEPTH: 15.0
b. DOES WELL REPLACE EXISTING WELL? PESO NOCI
c. WATER LEVEL Below Top of Casing: 6.55 FT.
(Use "+" if Above Top. of Casing)
• d. TOP OF CASING IS 3:0 FT. Above larad Surface
'Top of casing terminated atfor below lend surface may require
a variance In accordance with 15A NCAC 2C .0118,
e. YIELD (gprn): 1 METHOD OF TEST pump
f. DISINFECTIONType na -Amount na -
, g. WATER ZONES (depth): „
From 6.6 To 12.0 From To •
From , •To From • To_
From. To ' • From To
7. CASING: •Depth •Diameter Tbiekoasayvelpht,
From +3.'0 . To -2.0. Sch40 pvc
From ' ' To - Ft. , •
From • To •Ft.
8. GROOT: • Depth •, Materiel Method
•
Material
From 0.0 To -0.5 Ft. Portland pour.
From -0.5 To -1.5 Ft Bentonite ' ' pour
From To Ft,
9. SCREEN: Depth : Diameter- Slot Size Material,
From To -12.0 Ft. 2" In. 0.010 in. PVC
• From-2.° To • Ft. in. • in.
From To • Ft. In. in.
10. SAND/GRAVEL PACK:
Depth, Size Material
From -1.5 To -12.0 •Ft. #3 • quartz sand
From To Ft.
From To Ft.
11.DRILLING LOG
• From ' To • Formation Description •'
0.0
3:0 • 5.0'
5.0 10.0'
10.0 12.0'
12...REMARKS:
Brown silty sand (SM)
Dark brown clavev sand (SC) -
Black clavev sand (SC)
Black sandy day (ML)
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC zc, WELL CONSTRUCTION STANDARDS, *ID THAT A COPY OF THIS.
=BeE N. PRO D TO THE WELL OWNER.
. ,
SIGNATURE -OF CERT IED WELL CONTRACTOR
• 11/7/2008
DATE
Davld E. Meyer
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
•
• Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt.,
1617 Mail Service Center Raleigh, NC 27699-1617 Phone No.(919) 733-7b15 ext 668.
Form GW-lb
Rev.12/07
•
B d
BEL09616
XUA 103010eld •NUOE:OT B002
92AOW

MONITOR WELL SCHEMATIC
EXPANSION PLUG.
* BOREHOLE O.D. • e 12
* MATERIAL 0.D.
MATERIAL TYPE PJG
SCREEN SLOT SIZEQ' °I0
* Dimensions in
"Inches .
Z' !eV CoNGRE - —
NATNE SOIL
GROUT
BENTONITE
SAND 'PACK
NOTES:
NOT TO SCALE
ALL DEPTHS REFERENCED
FROM FINISH GRADE IN FEET
MONITOR WELL CW- 4
DATE DRILLED Jo f t la$
DRILLING METHOD' ii SA
GEOLOGIST
STATIC WATER LEVEL ‘'SS,
DATE MEASURED I1/5108
LOCK
PROTECTIVE OUTER COVER
FINISH GRADE
DEPTH TO TOP OF
BENTONITE or
DEPTH TO TOP OF
SAND` I'S
: DEPTH TO TOP OF f
SCREEN 2.o
DEPTH TO BOTTOM OF •,
SCREEN 12'0
TOTAL DEPTH iz•ol
PROTUCGL' S8MPLING SERVICE; 1N[,
P.a Box 31133'
Raleigh, NC 27622
CLAW ItiJl7
TOWE( s. P10N cvuHrc pc?
PROJ. # O8-5D
SI'd 6EL092E6I6
Xdd 1000102Id Wdt'E =0 T 13002 92 AOW

` :le tit e4 ea) ,f49u/laAggti
North Carolina
/ Department of Environment & Natural Resources
/p !ifa c e.` 4 t-- Division of Water Quality
! • / Aquifer Protection Section , •
MONITORING WELL INSPECTION.IU PORT
Well Location: /1llenf elaeirPr teilF��e+le.
• Date . � 08/, /6.
1 Owner: .A1/lenls 274e • - WELL YPEAleaji•-60go44—
Address: 20'Ac;1( ,i23"& Selo~ gp,2 dys :„AIR., 74 7() . County S ' ipse.Al - • -
: Road/Street
Quad' No.
Mw #= 12- g/'e ics ,/
Serial NO. AVMS to D O41?7
. .
'Lat.
., Long.
Well construction .'Ji , 9737 .- . ' '78;. Al 4 0.1
Well Contractor Va e( '/►ie.ye:4
arne
Contractor Certification# 2 5-2' 7 Cheek Items
Measured
. Permit Required ? (Y/N) 1 E
Location - Distance From' n
Water Tight Sewage/waste collection
Waste Dispo.sal (septic tank drain field)
Other Po11. Source( )
Other.Po11. Source(
Casino
Type ,a"
Depth.. D'
57.
-Weight/thickness 4 G
Height (A.L.S.)
Other ( )
Grout .
Type
Thickness
Depth
Depth
Other( 3.j . . %3e:d4prla•f-e / 'i if .
• 1
.Screens . t -
G,.i
Screened interval '... ...� ...0.
Address- •
Meets Min. Standards
Yes No
Remarks
(Permit No. / 4,
arbon Galy. St. Other •
'f
F
Other(
ER —Plate
Well Contractor
Abandonment '
Temporary
Permanent
•
t /t

Cuttings
Reports
Construction (GW-1) •
Abandonment (GW-3 0)
Well Head Completion
Access port
Water tight pipe entry
Well entry
Date Well Constructed %0/3/
INSPECTOR /5 4.
Witness(es) •
Check Items Meets Min. Standards Remarks '
Measured Yes No 1.
I
'
i .
Name. .Office
(If Available) Name Address
Type
Narne Address
Type

Dec 19 2008 1:44PM
PROTOCOL, FAX
9193260738
p . 1
NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 25 Z--i
1. WELL CONTRACTOR:
David E, Meyer
Welt Contractor (individual) Name
Protocol Sampling Service, Inc.
Well Contractor Company Name
STREET ADDRESS PO Box 31133
Raleigh NC 27622
City or Town State Zip Code
( 919 )_210-6547
Area code- Phone number
'2. WELL INFORMATION: / p
SITE WELL ID#(Itapplicabie) CW.1 4"-• ('\ "P b
WELL CONSTRUCTION PERMIT#(if applicable)
OTHER ASSOCIATED PERMIT #(t applicable) •
3. WELL USE (Check Applicable Box) Monitoring() MunicipalfPublic°
IndustriaUCommerclaC Agricultural❑ Recovery° In)ection❑
irngaIiori! .OtherU (list use)
DATE DRILLED October 31, 2008
TIME COMPLETED 0900
4. WELL LOCATION:
CITY: Turkey ' COUNTY Sampson
Rowan Road
AMi7 PMQ .
(Street Name, Numbers, Community,Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
0 Slope 0 Valley q Flat U Ridge 0
(check appropriate box)
LATITUDE 34.973471
Other'
LONGITUDE 78.244000
May be in degrees,
Minutes, seconds or
in a decimal format
Latitude/longitude source: 0 GPS ❑ Topographic map
(location of well must be shown on a USGS topo map and
attached to this form if not using' GPS)
5. FACILITY- is the name of (ha busrnass where the wen Is located.
FACILITY ID #(if applicable)
NAME OF FACILITY Allen Canninc) .
STREET ADDRESS 5900 Turkey Highway
Turkey NC
City or Town State
CONTACT PERSON Mr. Tommy Langston
MAILING ADDRESS 5900 Turkey Highway
28393
Zip Code
Turkey NC 28393
City or Town State Zip Code
( 910 )_ 596-0028
Area code - Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 18.0
b. DOES WELL REPLACE EXISTING WELL? YES° NOW
c. WATER LEVEL Below Top of Casing: 8.25 FT.
(Use "+' If Above Top of Casing)
d. TOP OF.CASING I5 3.0 FT. Above Land Surface'
*Top of casing terminated at/orbelow land surface may require
• a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): 3-5 METHOD OF TEST pump
f. DISINFECTION: Type ne Amount na
g. WATER ZONES (depth):
From 7.0 To 15.0
From To
From To
7. CASING: Depth
From To
From To
From . To
Diameter ThicknessM/eight Material
From +3.0 To -5.0 Ft. 2" Sch40 two
From To Ft. 0
From To Ft.
8. GROUT: Depth Material Method
From 0.0 To -3.0 Ft: Portland pour
From -3:0 To -4.0 Ft. Bentonite pour ..
From To Ft.
9. SCREEN: Depth Diameter Slot Size Materiel
From -5.0 • To -15,0 Ft. 2" in. 0.010 In. PVC
From . ' To Ft. in. in.
From • To ' Ft. in. In.
10. SAND/GRAVEL PACK:
Depth Size ' Material
From -4.0 To -15.0 Ft. #3 . quartz sand
From To Ft.
From To • Ft.
11.DRILLING LOG
From To
0.0 5.0'
5.0 10:0'
10.0 13.0'
Formation Description
13.0 15.0' Dark gray clay (ML) •
Reddish brown calvev sand (SC)
12. REMARKS:
Dark red sandy clay (CL)
Yellowish red clayey sand (SC)
1 DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C. WELL ONSTRUCTION STANDARDS. AND THAT A COPY OF THIS
RE^ RD HAS BEEN I OV)CED TO THE WELL OWNER.
:... 11/7/2008
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
David. E. Meyer
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt.,
1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. [phone] ext 568.
Form GW-lb
Rev.12107

MONITOR. WELL. SCHEMATIC
EXPANSION PLUG.
* BOREHOLE O.D. 612
* MATERIAL O.D. Z •
MATERIAL TYPE PJG
SCREEN SLOT SIZE C'' DIa'`
Dimensions . in'
Inches
2' ,<2.' CoNCRi'E —
NATIVE SOIL
GROUT
BENTONITE
SAND PACK
NOTES:
NOT TO SCALE E -
ALL - DEPTHS REFERENCED
FROM FINISH, GRADE IN FEET
MONITOR WELL , CW- 1
DATE ,DRILLED 1° l310d S
DRILLING METHOD NSA
GEOLO GIST
STATIC WATER LEVEL '8 .2S I
DATE MEASURED I I / 5 / 0 ,:
r —LOCK
PROTECTIVE OUTER' 'COVER
FMSR GRADE
DEPTH TO TOP OF 1
BENTONITE
DEPTH TO TOP OF
- SAND ro
DEPTH. TO TOP OF.
SCREEN D
DEPTH TO BOTTOM OF 1Sal
SCREEN
TOTAL DEPTH 0 '
LLE 1 .CAMkiIk4G
PRc1TDCt1L SAMPLING SERVICE INC.
•
P,13. Box 31133' YUwCLY �AMPSDN (19tA11 ', kIc
Raleigh, NC 27622
• PROJ. #
6 ' d BEL09266 T 6 Xdd 10001021d Wd26 : 0 T 8002 92 now

Casino
Type...'. h.il
Depth . 0 4'
Weight/thickness . . .(:. 4.o
Height (A.L S) O
Other
Grout '
Type
Thickness
Depth " D 2
Other( I erlty: 4-6
Screens
Screened interval
Other( )
• LD 'late. -_.. _ .... -
Well Contractor
Abandonment
Temporary
Permanent
)
.4'
[,,,j' C b pi p 6 4;1. e lz?4:.44,4.
North Carolina
Z4p 2A d ;G.�%4 Departmeut'ofEnvironment & Natural Resources
Division of Water Quality
Aquifer Protection Section
MONITORING WELL INSPECTION REPORT
Well Location: /;I/e4 eadd late
Owner' ,1//e,t �,et
Address: 20 o?( Asp• Silas gp2i.z(SS Pit 7a ?CI
Y
._y
Date 0179 d�
WELL TYPE ivf'-f,,,tr.
County 5.4441pi e i/
Road/Street
Quad No.
MW #= "g- / .
Serial No. ,B;inl 0•
• 'Lat. Long.
�:r V6�ell" onstr.Action •
Well Contractor A t' i a !1'1 e
Name
Contractor Certification# a2 5- 2 7
Permit Required ? (YIN)
Location - Distance From.
Water Tight Sewage/waste collection
Waste Disposal (septic tank drain field)
Other Poll. Source( )
Other Poll. Source(. )
17'
1
Address ' •
Check Items Meets Min. Standards
Measured " Yes No
Remarks
i.
•
(Permit
No. bi 0 o 0
t
is
•
t.
r
Plast'
Carbon Galv. St. Other
f,
"
f ✓
%,
F
r
tl
a
i
tl
t
•
h
C
E >/
i
A SI ✓
_ .At
k yy�
ii
I
:------
669

Cuttinrrs
Reports
Construction (GW-1)
Abandonment (GW-3 0)
Well Head Completion
Access port
Water tight pipe entry
Well entry '
Date Well Constructed /%7i o
INSPECTOR
Witness(es)
Check Items
Measured
Meets Min. Standards.
t
Yes No ti
Remarks
•
1
r
2
VOcl
Name .Office
(If Available) Name Address Type
Name
Address Type

NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department or Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2527
1. WELL CONTRACTOR:
David E. Meyer
Well Contractor (Individual) Name
Protocol Sampling Service, Inc.
Well Contractor Company Name
PO Box 31133
Street Address
Raleigh NC 27622
City or Town State Zip Code
(919 ) 210-6547
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT# na
OTHER ASSOCIATED PERMIT#(if applicable) na
SITE WELL ID #(ir applicable) R-9/ /?-"
3. WELL USE (Check One Box) Monitoring Ci Municipal/Public 0
Industrial/Commercial 0 Agricultural 0 Recovery 0 Injection 0
Irrigation❑ Other 0 (list use)
DATE DRILLED 11 /30/ 2009
4. WELL LOCATION:
5900 Turkey Hiahwav Turkey. NC 28393
(Street Name, Numbers, Community, Subdivision. Lot No.. Parcel. Zip Code)
CITY: Turkey COUNTY Sampson
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
OSlope ❑Valley 'Flat ❑Ridge ❑Other
LATITUDE 33 ° ' " DMS OR 3x.xxxxxxxxx DD
LONGITUDE 78 " DMS OR 7x.xxxxxxxxx DD
Latitude/longitude source: 3PS [(topographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Aliens Inc
Facility Name Facility ID# (if applicable)
5900 Turkey Hinhwav
Street Address
Turkey Nf: 28393
City or Town State Zip Code
Mr Tnrnmv 1 anastnn
Contact Name
5900 Turkey Hinhwav
Mailing Address
urkev
City or Town
NO o 2839,B
State Zip Code
( 9106 345-1013
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 17 0'
b. DOES WELL REPLACE EXISTING WELL? YES c( NO O
c. WATER LEVEL Below Top of Casing: 8.50 FT.
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 3 0 FT. Above Land Surface"
'Top of casing terminated alor below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): 2 METHOD OF TEST pump
f. DISINFECTION: Type na Amount
g. WATER ZONES (depth):
Top 5,0 Bottom 12,0' Top
Top Bottom Top
Top Bottom Top
7. CASING: Depth Diameter
Top 3.0 Bottom -4.0' Ft. 2"
Top Bottom Ft.
Top Bottom Ft.
8. GROUT: Depth Material
Top +0.5' Bottom 2.0' Ft. portland
Top 2.0' Bottom 3.0' Ft. bentonite
Top
Bottom
Bottom
Bottom
Thickness/
Weight Material
sch40 pvc
Bottom Ft.
Method
pour
Dour
9. SCREEN: Depth Diameter Slot Size Material
Top 4.0'
Top
Top
Bottom-14.0'Ft. 2 in. .010 in.
Bottom
Bottom
10. SAND/GRAVEL PACK:
Depth
Top 3.0 Bottom
Top
Top
Ft. in. in.
Ft. in. in.
Size Material
14.0' Ft. #2 quartz sand
Bottom Ft.
Bottom Ft.
11. DRILLING LOG
Top Bottom
0 / 1.0'
1.0' / 5.0'
5.0' / 10.0'
10 / 15.0'
12. REMARKS:
Formation Description
Lt brown red silty fine sand (SM)
YeI red clayey sand (SC)
Reddish yellow sandy clay (CL)
Dark arav sandy clay (CL)
I DO HEREBY CERTIFY THAT THIS WELL. WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS. AND THAT A COP+ OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER
David Meyer
1 2/4/2009
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
David Meyer
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]
Form GW-1 b
Rev 2/09

MONITOR WELL SCHEMATIC
EXPANSION PLUG.
* BOREHOLE O D 8 /2
* MATERIAL 0 D • Z •
MATERIAL TYPE P✓G
SCREEN SLOT SIZE 0• D10
* Dimensions in
Inches
Z' +l2-' CoNGPErE --.-
\/�
NATIVE SOIL
GROUT
BENTONITE
SAND PACK
NOTES:
NOT TO SCALE
ALL DEPTHS REFERENCED
FROM FINISH GRADE IN FEET
0
GEOLOGIST
STATIC WATER LEVEL
DATE MEASURED —I
LOCK
PROTECTIVE OUTER COVER
FINISH GRADE
DEPTH TO TOP OF I
BENTONITE L, O
DEPTH TO TOP OF
SAND ,0
DEPTH TO TOP OF I
SCREEN LirO
DEPTH TO BOTTOM OF I
SCREEN 11'D
TOTAL _DEPTH 15.D �
MONITOR WELL__
DATE DRILLED H H 130/ 2-009
DRILLING METHOD NSA
PROTOCOL SAMPLING SERVICE. INC,
P.O. Box 31133
Raleigh, NC 27622
,Lt-CArtkiiKl&
TueKEY SLipJON
PRO T. # OS-5

• Qicality Vegetables •
May 14, 2010
Mr. Bill Todd
Environmental Technician
NCDENR
225 Green Street, Suite 714
Fayetteville, NC 28301
RE: Aliens, Inc. — Plant #7 (Turkey, North Carolina)
Permit No. WQ0004268
Response to Monitoring Well Information Request
RFTEICi
Fig .l
DER-WIEf f EMCEE REGIONALOFFiCE
In a letter dated April 15, 2010, North Carolina Department of Environment and Natural
Resources (NCDENR), Division of Water Quality, requested information regarding four
monitoring wells at the Aliens, Inc. (Aliens) facility in Turkey. The purpose of this letter is to
provide most of that requested information.
Enclosed please find a letter from David Meyer, Protocol Sampling, regarding the camera
investigative work performed on MW-1, MW-2, and MW-3. Aliens was able to locate
original boring logs and well construction information for MW-3 and that is also enclosed.
Please note that we had some confusion on which wells needed camera investigation and
MW-3 was assessed but not MW-4. So, Aliens has asked Protocol Sampling to return to
complete the camera investigation on MW-4. That is scheduled for Monday, May 17th and
Aliens will provide this additional information as soon as we receive it.
If you have any questions or require any additional information, feel free to contact me by
phone at 479-228-0102 or by email at [e-mail].
Sincerely,
Aliens, Inc.
L_GruraJ. Mushi,K,s121,
Laura J. Mushinski, CHMM
Director — Environmental • Quality
cc: Joel Shields, NCDENR (via e-mail)
Reid Wells, Aliens - Turkey
Aliens, Inc. • 305 East Main Street, • P. O. Box 250 • Siloam Springs, Arkansas 72761 • Tel: [phone]

HAY 19
,DENR FAYETTE.Viq Rrrinta:
WQ0004268 Inc. Plant
$900 Turkey Highway
Turkey, NC 28393
Latitude: 34° 59' 02" Longitude: -78° 13' 08"
. . ,
- ; 5.,•-clio.ger.1211"-ejaa--.3 r. '
q m a e 4P 2'oo9i.Cii:gttal6kbe 1
Imagery Dates; Dec 12, 2005 -Jun 53,2006 Ity. c,34,9f.30534Ion -7 8,223170° olov 122 ft
I
1!
fc, .
- 1
1
1
i
1
..,Qi-.00sie•
i
i
Eyo alti 4167 ft

Apr-12-1004 04:5Tpo ?roe -SITE
+1101/63S5B T The P
MO-3
via, tIMI GE RECORD
Noah Casomui-Dapsomeot ofarrt000meoeltatiNatvestBaotou oo-Dim°WierQu y -
wasscomortmesumpaiaNagelw�q /►( r3Lt(( l�-. �',��... cestromaziaeffaa2
wetica raaoitrainrw+in S,1-n14! 5-nC . maws O MI /7.7-3l40
clr..a�a�
bEint 1
PAfi9a
DEAR -F'YO7E1ILLE REGIONAL OFFICE
1. 'WELL USE Applia lIsBoo): RsaWaalal O MimddpaJlPubiie O Iadaanid D AO/Am' EI
Mooftosioa D Heat Pump Warr lgjoetlmt3 Other D 1fMoe. Litt Use
2` W&LLOCATWN:
Nome 'lyrk�, _C y 5.•,lpaa.
Aors><oa inalyio.Obairelb.a libidos taWomffladd
3. OWNF* fi%n:P%
*Ikon
SeaaettaraNA)
CV tenon Rue Alp 02 o
AguairPltesys taaer SJot
4 DAT13
1. TOTAL '
6. DOES WEIL REPLACE 1151 U WE L7 YES 0 NO IRS
7. STATIC wATERLEVE BelowTap ofaraT
We"eRA6 *pcaeahiahp
s. TOP OECASING IS, �. ;% ,FT.Above Lind Sum
*rho ofaft wneltatelOWMow kid weloworbs a
mimeo imetantrzes tiCACZCAUL
9. 'YIELD Wm* hi ram OF TEST
10. WATELZOIEGS fioptq): _-
11. DISINFECTION: Type___ Amount
12. CASJNQ:
i Win Tea
Deph # Dame oe WaietriFt. Mataisl
..coM 4 =oe -
ElnaLaamommr
13. CROW: Dept►
Mos al Method
tJ.ig. ea-4-
Fa+aot_ Ta`_.ib
CaliglIMPOU
L>tltu:Liiao=ftude of well combs
Laltudoilooslu do o PSE ToPolltophiOmei)
t6110
DMZ
From To Faoomatim Damapdon
laraingLISEIQI
Sbowdbeadoa und diatom in matt from atkat
two Soto Raids or Ca:mly Roodt.Include tlteroad
mmhbaaand o0 mo Itoldstamts.
14. hh a sin sin Mama
Ash f+. = Pt 3-3
4
Foam rct_FL_... 1n.
15. 3ANDA3RAVEL Pus:
Depth , SAN Sendai
16. Romg -r- 3 8g,. e- seaj
IDO BMW CtJ1 WY TEAT TH IS WELL WAS CON41RUCDID RNACCORDANCE Wl7Ei 1SwNCAC2C, WELT.
CONSTRUCITON STANDARDS,A ND TEAT A COPY OPTERI RECORD 1LA.S BEEN PROVIDED TOTE "aim ovine
9 , .a�. 2.2Y 3,3141
EMMATUREOFPERSON CONSTRUCTING TNE WELL DATE
$ubmtt tie orld'al to-oto Divot= of Water Qaably. Groundwater Section. lei 'Kau /rvie• ca...r- patdorr, NC
27490-106amp Na. eie 733-3:n.tttft i 30 days. GW 1 REV. 07/2001

1
1
•
I
. I
•
I! WA:LE:
!CHECKED By;
URAVIll
1" = —10tr
13M.
BATE:
1/2512001
SEASCIAR4 GairlIVE AgHOMJ
B-1
-14
mw-i
ALUS RUN Mal(
Sit
MeRrroartaT.! • rNev.:::r.v.ri • icwir.r.
/
-==== ... • ea'
Well was originally
labeled MW-1, but
it is called MW-3 in
current permit.
ALLEY CANNING HS ACRE PROPOSED SPRAY FIELD
ROWAN R04,11
TURKEY, NORTH CAROLINA
1554-99-01813
hCi
FIGLRE no.
2

COMPLETION REPORT OF WELL No. MW-1
Sheet 1oli
•
•
•
y
7,
8
L
-!
Q
0
PROJECT: Allen Canning
PROJECT NO:
PROJECTLOCATION: Turkey, North Carolina
DRILLING CONTRACTOR: S&ME Raleigh_
DRILLING METHOD: 3 Y+' H.S.A.
DATE DRILLED: 1 f 15101
WATER LEVEL: 3.00
LATITUDE
LONGITUDE
TOP OF CASING ELEVATION:
DATUM:
LOGGED BY: D. Loftis
Originally called
MW-1, but this is
well MW-3.
STRATA - -
DETAILS
-WELL
,�
a
z-
ELEVATION
WELL CONSTRUCTION DETAILS
cFSCRIPT]OiV
g
a)
A
i
•
0
_
_
,
0.00
=
GS
f
I
1
PROTECTIVE
niemetnr_•
Diameter:
SEAL
Interval:
FILTERPACK
Interval:
SCREEN
Dlarnat
Interval:
LEGEND
Ci
CASING
Type:
inteiVat:
i r
CASING
2-Inch -
Type: PVC
Interval: 2.17 to 5.0 feet
Type: Neat Cement
Interval: 0.0 to 3.0 feet
: Type; Bentanite
3.0 ta• 4.5 feet
Type; Filter Sand
4.5 to 15.0 feet
i 2-Inch
Type: Sch. 40 PVC 0.010-Inch Slotted ,
10.0 to 15.0
FILTER PACE{ TOC TOP OF CASING
SENTOyrrE GS GROUND SURFACE
BS BENTON!rE SEAL
CEMENT GROUT FP FILTER PACK
TSC TOP OF SCREEN
CUTTINGS 1BACKFILL BSC BOTTOM OF SCREEN.
WATER LEVEL ID TOTAL DEPTH
STATICaw BOTTOM OF WELL
CG CEMENT GROUT
`I
��
r.• _
;.. :
•
.'•GROUT
to
-15
olio
3.00
:sa
55.00
- �—
15:00
;•
CG
BS
TEC
. 3T3
--
I
-
:
�.
.. •
`'
�
•
+
,,,
7.
�718 Old Battleground Road
Greensboro, NC.
ENGINE LNG . TE511rro
(wim /mar At SEROUS ,,
COMPLETION REPORT OF
WELL No. MW-1
Shwa 1 of t

MEMORANDUM
To: Laura J. Mushinski, CHMM
Director Environmental Quality
Allen, Inc.
From: David Meyer, NCWD, CWD
Date: May 11, 2010
Re: Monitor Well Camera. Inspection
MW-1, 2 & 3 — Old Sprayfields
Site: Allen Canning
5900 Turkey Highway
Turkey, Sampson County, North Carolina
On Tuesday, May 10, 2010 myself along with Reid Wells inspected monitor wells MW-1, MW-2 and MW-3 with a
GeoVision, Jr. downhole camera.. The casing and screen depths were measured for each well. A well tag identification
plate was attached to each well noting these depths.
Findings:
1. MW-1 was found to be 30-feet deep with 10-feet of screen. The static water table was found at 22-feet below
top of casing which was two -feet above grade.
2. MW-2 was found to be.20-feet deep with 7-feet of screen. The staticwater table was found at 8-feet below top
of casing which was 1-foot-above,grade. This well -is -adjacent -to -a -small -stream. - — -- --
3. MW-3 was found to be 17-feet deep with 10-feet of screen. The static water table was found at 4-feet below top
of casing which was 1.5-feet above grade. This well is adjacent to a stream.
4. A new identification tag was set on MW-4.
M10-012.DEM