WQ0030190_Well Samples_20170523

Barber, Jim
From: Barber, Jim
Sent: Tuesday, May 23, 2017 3:43 PM
To: Katie Elmer([e-mail]); 'Cudd, Mike'
Cc: Lewis, Mike J; Cox, Heidi; Allen, Trent; White, Kenneth B
Subject: WSW samples Laurinburg Trailer wash
Attachments: DWR and PWS well samples.pdf, Well construction info and GWls.pdf, Trailer wash site
topo illustrated.pdf, Murphy Brown Laurinburg trailer wash site jpg; NC Coastal Plain
Hydro Study Xsection.pdf; USGS Xsection.pdf, DWR Hydro Framework Xsection.pdf
Katie and Mike;
I finally received the groundwater samples from the DWR lab ,for the two water supply wells at the Laurinburg trailer
wash sampled in April in conjunction with the Public Water Supply section. As you can see from the first attachment
(DWR & PWS samples), both sets of samples are very similar with respect nitrogen. The metals numbers look fine, with
the only suspect issue in our samples being Lead. Both samples are below the 2L groundwater standard of 15ppb for
Lead (3.7ppb and 4.6ppb) and are probably reflective of hardware on the well having alloys of Lead in the metal
composition. This is not uncommon, especially with the low pH of the groundwater sampled (field parameters for WSW
1 & WSW 2 for pH were 4.40 and 4.68. with conductivity being 112.9 and 106.6).
I've also attached a field information sheet with well construction data that was on the well tags and miraculously found
the GW-1's for each well in our files. The most likely problem attributable to the nitrogen concentrations in each well
are related to the sand/gravel packs for each well; specifically well #1 that has a 80' sand/gravel pack (see attached GW-
1 and cross section illustrations): Both wells are surrounded by potential sources of nitrate, with the facultative lagoon
being the most likely candidate do to proximity of the wells to the lagoon. Well #1 is approx.. 150' and well #2 is approx..
100' from the inside slope of the treatment/storage lagoon. See the two maps that illustrate this point with respect to
the two spray irrigation,fields and the lagoon. -
i
The other concern with well #1, besid
sand/gravel pack potentially connects
three cross sections attached with thi!
potential for impacts to the primary rE
entire length of the well. The location
There's no guarantee that conditions ;
and exist at the site.
In accordance with 2C .0107 ( g ) 1(3)-
water
Options to deal with nitrate/nitrite iss
standard (snapshot in time), Smithfielc
s the nitrate in groundwater just under the standard, is the fact that the
he shallow unconfined aquifer with the confined Black Creek aquifer. Two of the
email illustrate the potential for the two aquifers being connected and the
;ional water supply aquifer due to the sand/gravel pack extending almost the
if the well on the cross section relative to the ground elevation is an estimate.-
t the site are as depicted, but provides an illustration of what could be happening
"Multi -screen wells shall .not connect aquifers or zones which have differences in
tamination of any aquifer or zone". To meet and demonstrate compliance with
luifer are needed so analytical testing can be performed to determine water
cial aquifer is compromised due to commercial/industrial activities, accidental
ie cases the pH of the two aquifers can be distinctly different at specific locations
rs to be interconnected by the well sereens. Again, as qualified in paragraph
trations of what site conditions could be like. The most important aspect of well
fell, especially sealing any clay/confining units, so as to not introduce surficial or
es going forward, since the current samples are just below the groundwater
should consider the following:

1) Ion exchange -resin treatment system ( http://extension.psu.edu/natural-resources/water/drinking-water/weter-
testing/pollutants/nitrates-in, drinking -water) or similar treatment_system for nitrate removal;
2) Depending on the cost in option 1 above; consider a new supply well"that.is only screened in the Black Creek.
aquifer and has a sand/gravel pack that.only covers the screened interval and not the entirety-of.the well. casing.
..
Properly sealing the confining unit with bentonite or bentonite grout to seal the confining unit from the
overlyingsurficial aquifer. There is no guarantee that other regional sources of nitrates (i.e. poultry farms and
row crop farming practices to! the west across McArn Rd; row crop farming adjacent to the bermuda grass spray
field or farming in the general area) haven't impacted the Black Creek aquifer at or above the.levels currently at
the facility, -but the impacts friom these activities most likely reside in the surficial zone. The water quality in
deeper zones/aquifers is directly affected by the uniformity of the clay zone's -that make up the.aquifer system.
If yo.u: have any questions or wish to discuss further, please -give me a call at the number below or Kent White at 910- .
433=3338.
Sincerely,
Jim Barber
Environmental'Engmeer
NCDEQ-DWR-WQRO
Fayetteville Regional Office
910-433-3340 voice
910=486-0707 fax .
iim:barberAmcderingov
E=mail correspondence to and 'from this address may be subject.to the North Carolina Public Records Law and.
may be'disclosed to third parties.
Go Green! Print this ema!I-only when necessary. Thank you for helping NCDENR be environmentally responsible.
2

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AC38408 North Carolina Division of. Water Resources Water Sciences Section Lahoratory Results
Lom Descr.:
MB LAURINBURG TRAILER WASH
Sample ID:
AC38408
County:
SCOTLAND Collector:
J BARBER
VisitlD
PO Number #
Region:
FRO Report To;
FRO
Location ID:
6PO83W00030190
Date Received: -
04/27/2017
River Basin
LUM Collect Date:
04/26/2017
Priority
COMPLIANCE
Time Received:
08_20
Emergency
Collect Time:
09:30
Sample Matrix:
SURFACEWATER
Labworks LoginlD TASCENZ01
COC Yes/No
Sample Depth
Loc. Type:
Water Supply
Delivery Method,
NC Courier
Final Report Date: 5/17/17
Final
Report
Report Print Date:
0511712017
If this report
is labeled preliminary report, the
results have
not been validated. Do not use for
Regulatory purposes.
Result/
Method Analysis
Units
CAS #
Analyte Name
PQL
Qualifier
Reference
Date
Validated by
LAB
Sample temperature at receipt by lab
3.2
°C
4/27117
MSWIFT
NUT.
NH3 as N in liquid J
0.02
0.02 U
mg/Las N
EPA 350.1 REV 2
5/2/17
CGREEN
NO2+NO3 as N in liquid I
0.02
' i-8,Q z
mg/L as N
EPA 353.2 REV 2
5/2117
CGREEN
Phosphorus -total as f' in liquid
0.02
0.02 U
mg/L as P
EPA 365.1 REV 2
515117
CGREEN
Total Kjeldahl N as N In liquid
0.2
0.2 U
mg/L as N
EPA 35.1.2 REV 2
513117
CGREEN
MET
7429-90-5
Al by ICP
50
140
ug/L
EPA200.7 Rev4.4
5/4/17
ESTAFFORDI
7440-41-7
Be by ICP
I 5.0
5.0 U
ug/L
EPA-200.7 Rev4.4
5/4117
ESTAFFORD1
7440-48-4
Cobalt by ICP
I 50
50 U
ug/L
EPA200.7 Rev4.4
5/4/17
ESTAFFORD1
7440-47-3
Cr by ICP i
I 5.0
5.0 U
ug/L
EPA 200.7 Rev4.4
5/4/17
ESTAFFORDI-
7440-50-8
Cu by ICPMS
2.0
6.9
ug/L
EPA200.8 Rev5.4
5/5/17
ESTAFFORDI
7439-89-6
Fe by ICP
I 50
50 U
ug/L
EPA200.7 Rev4.4
514117
ESTAFFORD1
7439-96-5
Mn by ICP ;
10
50
ug/L
EPA200.7 Rev4.4
5/4/17
ESTAFFORDI
7440-02-0
Ni by ICPMS
I 2.0
3.7
ug/L
EPA200.8 Rev5.4
5/10/17
ESTAFFORDI
7439-92-1
Pb by ICPMS
I 2.0..
3.,7;.,•;.
ug/L
EPA200.8 Rev5.4
5/10117
ESTAFFORDI
7440-62-2
V by ICP
I 10 .
10 U
ug/L
EPA 200.7 Rev4.4
5/4/17
ESTAFFORD1
7440-66-6
Zn by ICP
I 10
85
ug/L
EPA200.7 Rev4.4
5/4/17
ESTAFFORDI
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WSS Chemistry Laboratory>>
1623 Mail Service Center, Raleigh, NC 27699-1.623
[phone]
"Not Detected" or "U" does not
indicate the sample
is analyte free but that
the analyte is not detected at or above the PQL.
Page 1 of 1

North -Carolina Division of Water Resources
Water Sample Collection & Submittal Form
Central Laboratory (Water Sciences Section)i'a
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in check -boxes for parameters
��
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142SoY LoT#= SA— (3S'7/(g, b ,A-Wo3 Lax1AZ Z 3 0 8 a .
'a f m
MBAS (surfactants) mg/L
V'rN!
0 h .:
Tin (Sn) µg/L
Acidity, as CaCO3, to pH 4.5/83 mg/L
Oil and Grease, HEM, Total Recoverable mg/L
Aluminum (Al) µg/L
Titanium (Ti) µg/L
Alkalinity, as CaCO3, to pH 4.5/8.3 mg/L
Phenols, Total Recoverable µg/L
Antimony (Sb) µg/L
Vanadium (V) µg/L
POD: Biochemical Oxygen Demand, 5-day mg/L
Residue: Total (Total Solids) mg/L
`
-Arsenic (As) pg/L
Zinc (Zn) µg/L
cBOD: Carbonaceous BOD, 5-day mg/L
Residue: Volatile/Fixed, Total mg/L
Barium (Ba) pg/L
Coiiform: Fecal MF /100ml
Residue: Suspended (Suspended Solids) mg/L
Beryllium (Be) pg/L
Boron (B), Total µg/L
Collform: Total MF /100ml
Residue: Volatile/Fixed, Suspended mg/L
Cadmium (Cd) pg/L
Mercury 1631, low-level ng/L
Collform: Tube Fecal /100m1
TDS -Total Dissolved Solids mg/L
Calcium (Ca) mg/L
Coliform: Tube Total /100ml
Silica mg/L
VA
Chromium (Cr), Total pg/L
Specific Conductance, at 25 °C amhos/cm-
Sulfide mg/L
LIA
Cobalt (Co) Gig/L
Acid Herbicides
TOC-Total Organic Carbon mg/L
Tannin & Lignin mg/L
tlXCopper
(Cu) pg/L
organochlorine Pesticides
Turbldity NTU
_
Iron (Fe) pg/L
Organonitrogen Pesticides
, , ,�;' q, '.l, ' M,l
Lead (Pb) pg/L
Organophosphorus Pesticides
_
8 - h'',"° ( ' .;,"'+",
pH S.U.
Lithium (Li) pg/L
PCBs'(polychlorinated biptienyls)
Bromide mg/L
Hardness, Total as CaCO3 - by titration mg/L
Magnesium (Mg) mg/L
Chloride mg/L
IZ
Manganese (Mn) pg/L
Semi -Volatile Organics (BNAs)
Fluoride mg/L
Mercury (Hg) pg/L
TPH Diesel Range
Sulfate mg/L!
;• . t;(
Molybdenum (Mo) pg/L
Chlorophyll a pg/L
Ammonia as N (NH3-N) mg/L
,/
Nickel (Ni) pg/L
Volatile Organics (VOA)
Color. ADM] . c'u.
Nitrate -Nitrite as N (NO3+NO2-N) mg/L
Potassium (K) mg/L
Color: Platinum Cobalt C.U.
Total Kjeldahl Nitrogen as N (TKN) mg/L
Selenium (Se) pg/L
TPH Gasoline Range`
COD: Chemical oxygen Demand mg/L
Total Phosphorus as P (TP) mg/L
Silver (Ag) pg/L
Cyanide, Total mg/L
Nitrite as N (NO2-N) mg/L
Sodium (Na) mg/L
ROAD If w
Phytoplankton./Algae
Formaldehyde mg/L
Nitrate as N (NO3-N calculated) mg/Ljl
I Strontium (Sr) pg/L_
Hexavalent Chromium (Cr6+) mg/L
Orthophosphate as P (PO4) mg/L 11
1 Thallium (TI) pg/L
LAB COMMENTS : �r � � 112, 9
CCM C'ev #,( < 3 Z-ED 6&'5"

AC38407
North Carolina Division
of Water Resources Water Sciences Section Laboratory Results'
Loc. Descr.:
MB LAURINBURG TRAILER WASH
Sample ID: AC38407
County:
SCOTLAND Collector:'
J BARBER
VisitlD
PO Number #
Region:
FRO Report To
FRO
Location ID:
6PO83WQ0030190
Date Received: 04/27/2017
River Basin
LUM Collect Date:
0412612017
Priority
COMPLIANCE
Time Received: 08_20
Emergency
Collect Time:
09:45
Sample Matrix:
SURFACEWATER
Labworks LoginlD TASCENZO1
COC Yes/No
- Sample Depth
i
Loc. Type:
Water Supply
Delivery Method NC Courier
Final Report Date: 5/17/17
Report Print Date: 05/17/2017
I
' Final Report \ / W
S \,V
If this report is labeled preliminary report, the
results have
not been validated. Do not use for
Regulkory purposes.
Result/
Method Analysis
Units
CAS #
Analyte Name
PQL
Qualifier
Reference Date
Validated by
LAB
Sample temperature at receipt by lab
3.2
C
4/27/17
MSWIFT
j
NUT
NH3 as N in liquid
0.02'
0.32
mg/L as N
EPA 350.1 REV 2 5/2/17
CGREEN;
NO2+NO3 as N in liquid j I
0.02
7.4
mg/L as N
EPA 353.2 REV 2 5/2/17
CGREEN
Phosphorus_tota[ as P in liquid
0.02
0.02 U
mg/L as P
EPA 365.1 REV 2 5/5117
CGREEN,
Total Kjeldahl N as N in liquid
0.2
0.2 U
mg/L as N
EPA 351.2 REV 2 5/3117
CGREEN
MET
7429-90-5
Al by ICP
50
130
ug/L
EPA 200.7 Rev4.4 5/4117
ESTAFFORD1
7440-41-7
Be by ICP
I 5.0
5.0 U
ug/L
EPA 200.7 Rev4.4 514/17
ESTAFFORD1
7440-48-4
Cobalt by ICP
I 50
50 U
ug/L
EPA 200.7 Rev4.4 514/17
ESTAFFORD1
7440-47-3
Cr by ICP
I 5.0
5.0 U
ug/L
EPA 200.7 Rev4.4 5/4/17
ESTAFFORD1
7440-50-8
Cu by ICPMS
2.0
5.9
ug/L
EPA 200.8 Rev5.4 515/17
-ESTAFFORD1
7439-89-6
Fe by ICP
50
50 U
ug/L
EPA 200.7 Rev4.4 5/4/17
ESTAFFORD1
7439-96-5
Mn by ICP
10
86
ug/L
EPA 200.7 Rev4.4 5/4/17
ESTAFFORD1
7440-02-0
Ni by ICPMS
2.0
3,7
ug/L
EPA200,8 Rev5.4 5/10117
ESTAFFORD1
7439-92-1
Pb by ICPMS
2.0
4.6
ug/L
EPA200.8 Rev5.4 5/10/17
ESTAFFORD1
7440-62-2
V by ICP
I 10
10 U
ug/L
EPA 200.7 Rev4.4 . 514/17
ESTAFFORD1
7440-66-6
Zn by ICP
I 10
39
ug/L
EPA 200.7 Rev4.4 5/4/17
ESTAFFORD1
WSS Chemistry Lalboratory>>
i
1623 Mail Service Center, Raleigh, NC 27699-1623 [phone]
"Not Detected" or "U" does notl
indicate the sample
is analyte free but that
the analyte is not detected at or above the PQL.
Page 1 of 1

North.Carolina Division of Water Resources
Water Sample Collection & Submittal
Central Laboratory (Water Sciences Section)5
Form
MINIM
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tt y^ H-2 soy L'Or4. 5A - &357/ (,o ,11_103 1,0T'J: ,UA — (,2 -3D 80
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MBAS(surfactants) mg/,L
II,
�.y •, �,; PI §;-�',a',r ��
Tin µg/L
Acidity, as CaCO3, to pH 4.5/8.3 mg/L
Oil and Grease, HEM, Total Recoverable mg/L
Aluminum (AI) µg/L
Titanium (Ti) µg/L
Alkalinity, as CaCO3, to pH 4.5/8.3 mg/L
Phenols, Total Recoverable µg/L
Antimony (Sb) µg/L
Vanadium (V) µg/L
BOD: Biochemical Oxygen Demand, 5-day mg/L
Residue: Total (Total Solids) mg/L
Arsenic (As) µg/L
Zinc (Zn) µg/L
cBOD: Carbonaceous BOD, 5-day mg/L
Residue: Volatile/Fixed, Total mg/L
Barium (Ba) µg/L
Collform: Fecal MF /100ml
Residue: Suspended (Suspended Solids) mg/L
V
Beryllium (Be) µg/L
Boron (B), Total µg/L
Coliform: Total MF /100mi
Residue: Volatile/Fixed, Suspended mg/L
Cadmium (Cd) µg/L
Mercury 1631, low-level ng/L
Coliform: Tube Fecal /100ml
TDS -Total Dissolved Solids mg/L
Calcium (Ca) mg/L
Coliform: Tube Total /100m]
Silica mg/L
Chromium (Cr), Total pg/L
_ ; •,
'
Specific Conductance; at 2S °C umhos/cm
Sulfide mg/L
Cobalt (Co) i.ig/L
Acid Herbicides
TOC-Total Organic Carbon mg/L
Tannin & Lignin mg/L
Copper (Cu)' µg/L
Organochlorine Pesticides
Turbidity NTU
Iron (Fe) µg/L
Organonitrogen Pesticides
la. "'rp ti !9H
Lead (Pb) µg/L
Organophosphorus Pesticides
pH s.u.
Lithium (Li) µg/L•
PCBs (polychlorinated biphenyls)
Bromide mg/L
Hardness, Total as CaCO3 - by titration mg/1-
Magnesium (Mg) mg/L
Chloride mg/L
Manganese (Mn) µg/L
Semi -Volatile Organics (BNAs)
Fluoride mg/L
Mercury (Hg) µg/L
TPH Diesel Range
Sulfate mg/L
MU
Molybdenum (Mo) (lg/L
Chlorophyll a µg/L
Vj
Ammonia as N (NH3-N) mg/L
Nickel (Ni) µg/L
Volatile Organics (VOA)
Color: ADMI C.U.
itrate-Nitrite as N (NO3+NO2-N) mg/L
Potassium (K) mg/L.
Color. Platinum Cobalt C.U.
Total Kjeldahl Nitrogen as N (TK.N) mg/L
Selenium (Se) Ng/L
TPH Gasoline Range -
COD: Chemical Oxygen Demand mg/L
Total Phosphorus as P (TP) mg/L
Silver (Ag) pg/L
Cyanide, Total mg/L
Nitrite as N (NO2-N) - mg/L
Sodium (Na) mg/L
# -
I NOMINEE
Formaldehyde me/L
Nitrate as N (NO3-N calculated) mg/L
Strontium (Sr) µg/L
Phytoplankton / Algae
Hexavalent Chromium (Cr6+) mg/L
Orthophosphate as P (PC4) mg/L
Thallium (TI) pg/L
LAB COMMENTS:
Sri to ?t, k t hmsP v tji 5101"I �A10Y�_)a ®�(eyfi� Mgt a FROM
iI. ✓�;�610 .e`' •Q`F. 0151�°,f..�i'�C� ��$ilol'')utgL+ICi�":26�e�aieia��''�h+ a�k�ln�a.�'�u
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P.O. Bax 04 287
North
Carolina State Laboratory of Public
Health ox28t4
EnvironmentalSciences
4312 rive
Raleigh, NC 27611-8047
Inorganic Chemistry
http://slph.ncpublichealth.6om
�q�p,vpdP~_
Phone: [phone]
Certificate�of Analysis
Fax: [phone]'
Report To: MIKE LEWIS
Name of System:
r
FAYETTEVILLE REGIONAL
OFFICE
PWSS
MURPHY BROWN SANITATION
225 GREEN ST STE 714
LAURINBURG
'
^Courier
19189 OLD LUMBERTON RD
FAYETTEVILLE, NC 28301 !
# 14-56-48
LAURINBURG, NC 28352
EIN:562033116M
StarL:iMS 1D: ESO42617-0044001
Date Collected: 04/25/17
Time Collected: 09:30 AM,
Date Received`. 04/26/17
-Collected By: Mike Lewis
Sample Type: Raw
Sampling Point: At #'A'
Well Permit #: NC 508 3001 .
Sample Source: Well
I
Temp. at Receipt: 2.5
GPS #:
Sample Description:
Comment:
Nitrate Nitrite (Profile)
Analyte
Result Allowable Limit Unit Qualifier(s)
Nitrate
8.20
10.00 mg/L
Nitrite
I < 0.10
1.00 mq/L
Report Date: 04/28/2017 !
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Reported By: , xennet�t �ieene
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Page 1 of 1

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•
P.O. Box 28047
North
Carolina State Laboratory of Public
Health
4312 District Drive
Environmental Sciences
Raleigh, NO 27611-8047 ,•
Inorganic Chemistry
htto://slph.ncpublichealth.com
Phone: [phone]
j
Certificate" of Analysis
Fax: [phone]
Report To: MIKE LEWIS ;
Name of System:
FAYETTEVILLE REGIONAL
OFFICE
PWSS
MURPHY BROWN SANITATION
225 GREEN ST STE 714
LAURINBURG
19189 OLD LUMBERTON RD
FAYETTEVILLE, NC 28301
Courier # 14-56-48
LAURINBURG, NC 28352
EIN: 562033116M
StarLiMS ID: ESO42617-6042001
Date Collected: 04/25/17
Time Collected: 09:15 AM
Date Received: 04/26/17
Collected By: Mike Lewis
Sample Type: Raw
Sampling Point: CAT well #'2
Well Permit #: NC 508 3001
Sample Source: Well
Temp. at Receipt: 2:5
GPS #:
Sample Description:
Comment:
Nitrate Nitrite (Profile)
Analyte
Result Allowable Limit Unit Qualifier(s)
'Nitrate
J 7.50
10.00 mg/L
Nitrite
< 0.10
1.00 mg/L
Report Date: 04/28/2017
I
Reported By: XenxeM jCr-eene
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Page 1 of 1

T
'
North
Carolina State Laboratory of Public Health P.O. Box28047
Environmental Sciences
4312 District Drive
Raleigh, NC 27611-8047
w„a I
Inorganic Chemist
g Chemistry
htto://sioh.nceublicheaith.com
Phone: [phone]
i
Certificate of Analysis
Fax: [phone] ,
Report To: MIKE LEWIS
Name of System:
FAYETTEVILLE REGIONAL
OFFICE
PWSS
MURPHY BROWN SANITATION
225 GREEN ST STE 714
LAURINBURG
19189 OLD LUMBERTON RD
FAY,ETTEVILLE, NC 26301
Courier # 14-56-48
LAURINBURG, NC'28352 '
EIN: 562033116M
StarLiMS ID: ES042617-6041001
Date Collected: 04/25/17 '
Time Collected: 09:45 AM
Date Received: 04/26/17
Collected By: Mike Lewis
Sample Type: Raw ;
Sampling Point: Af deep sink
Well Permit #: NC 508 3001
Sample Source: Well
Temp. at Receipt: 2.5
GPS #:
Sample Description:
Comment:
Nitrate_ Nitrite (Profile)
Analyte
Result Allowable Limit Unit Qualifier(s)
Nitrate ;
8.10
10.00 mg/L
Nitrite
I < 0.10
1.00 mg/L
i
Report Date: 04/28/2017
Reported By: xennetlt rreene
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Page 1 of 1

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CEIVE
North Carolina - Department of Environ.
Division of Environmental Manac
AUG 18 'yy: P.O. Box 29535 -, Ralei
Phone i"(919)
ENV. MANAGEMENELL CONSTRUI
FA`t'ETTEVILt IAF : 1 RA;4Az
DRILLIN
I
DRILLER 'REGISTRATION NUMBER:
ant, Health, and Natural Resources
meat - Groundwater Section
N.C. 27626-0535
33-3221
nONnnRECORD
STATE WELL CONSTRUCTION
SS3 % PERMff NUMBER:
1. WELL LOCATION: (Show sketch of the location below)
Nearest Town: County:
Subdivision
2. OWNER
DEPM
's•-Er_ojn —rb
ADDRESS ^ 'y^ �:a 7iiNll • BLit T
(Street or Route No �,�_ �y CAW -
City or Town State Zip Code
3. DATDILI.EDD SE OF WELL�hNs ��+ �fS qf.~s�
TAL_DEPT J* _ I CIt�K
5. CUTTINGS COLLECTED YES NOQ CY' S A4�a
6. DOES WELL REPLACE EXISTING WELL? YES .0 NON—:! -97 Sa-a
FT
DPA66tNCLLOG
Formate iption
7. STATIC WATER LEVEL Below Top of Casing. Ps 2 - %Wk'XkR t 9. ,
(Use '+' if Above Top of Casing)
8. TOP OF CASING IS� FT. Above Land Surface'`"'
• Casing Terminated atJor below land surface is illegal unless a variance is issued
in accordance with 15 NCAC 2C .0118 "' _"
9. YIELD (gpm):METHOD OF TESwt!>C
10. WATER ZONES (depth):'-
11. CHLORINATION: Type
12. CASING:
I
Depth Diarpelei
From To » Ft. y),
From °r� To IQA Fi.-5
From - To Ft.
13. GROUT:
Amount —
Wall Thickness
or Weight/Ft­ Material
SLR I Ito �C
Depth Material
From V To 20 Ft. �
From To Ft. I
14. SCREEN:
Depth Diameter
From,, To Ft `f in
From. To Ft in
From To Ft in
Depth
From ad To
16. REMARKS:
I DO HEREBY CERTIFY THAT THIS V
CONSTRUCTION STANDARDS; AND
Method
Slot Size Material
•� in.
in.
in
Material
If additional space is needed use back oLlormto
a.
LOCATION SKETCH
(Show direction and distance from at least two Stat
Roads, or other reap reference points)
X. C,
WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C, WELL
T A COP�THIS RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
WGNATtT;(E e'FCONTRACTo AGEtJT DATE

vosu iJ4v
WELL CONSTRUCTION RECORD
North Carolina - I )cp;u-tntdnl of Environment and Natural Resources - Division of Water Quality - Groundwater Section
COVI R UA OR (INDII'IIA'Al•) NAME (print) � CERTIFICATION #,jj
\\'Fa.1. c'c )N 1 u \C rt)1i CON'Aw N:►\n: C ' ) - L Z(V� 1'noNE # (0 .17�
ST \'t E \\ FI 1. ION PE1011,1# -- ASSOCIATE \vQ PER;\n'r#
• I Ifal,i,licahlr) (if apl,licablc),
I. \1'I I I. l'til I('hcrk Al plicablc Bux): Residential ❑ Municipal/Public ❑ Industrial ❑ Agricultural e
I\Il)Illlt,l'IIIL ❑ Recovelty ❑ Heal Pump Water Injection ❑ Other ❑ IfOther, List Use
2. WELI. LOC /\TI`CN:
Nearest "fown: , 1 County
I5! jrT 0I-4)—Arnbs177z,NRd.L,
(Strut Name, Numbers, Cuninnrllily, Subdivision, Lot No., Zip Code)
3. OWNER:
YUJI
Address
Q Itiucct ur Route No.)
City or'ro,cn Slate 'Lip Code
(_)----
Area cotle- Plume number
TrA
95. TOTAL DI:PTF�� 1�
"D% A -
7. STATIC WATER LEV
8. TOP OF CASING IS _
`Top of casing teruiivated
variance in accordance wit
9. YIELD (gin): &Q
10. WATER ZONES (deptl
11. DISINFECTION. T
12. CASING:
Depth
From Tt)__�
From
"Ib
From
To'.
13. GROUT:
Drj
From
To
From
To
1"4. SCRI'I:N Der
From To_
From~ To
Ill
From"I
16. REMARKS:
Topographic/Land setting
❑Ridge ❑Slope ❑Valley CI. i
(check appropriate box)
Latitude/longitude of well location
(degrees/it i nu tesiseconds )
Latitude/longi(udc source:❑GPS❑Topographic map
(check box)
DEPTH DRILLING LOG
From To e Formation Description
info QC -w-i
EXISTING WELL? YES �10 ❑ t_a' :-,:- ;1r1
L Below Top of Casing: --/�\ _—FT. r u i—'
t, (Use "+" if Above Top of Caq'ng) ' a p
� ' �,• n;D. Ay�q q
FT. Above Land SurTitce* p • • �..�.� I
for below Nutt surface requires a Hu
15A NCAC 2C .0118. DEiVR-FA t It vll Li tulul ul rlcE t,
_ METHOD OF TEST �� I
LOCATION
Amount Show direction and distance in miles from aecast .VFW'
Wall Thickness two State Roads or County Roads. Include 10road P
Diameter or Weight/Ft. Material numbersnd common road names,
I Ft.—
Ft. —
Material
U Ft.
I Ft.
4-6bFil
meter SlotSize
" in. . O /S it
I Ft. in. it
I DO IIIiium, t'I:R•I•INY TI I
CONSTRUCTION STANDAI
I
S1ze
Ft. bc0`�Y
Method
material
PU v
(Pi
I�
'THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITI 115A NCAC 2C, WELL c"07,7— P
S, AND THAT A COPY OF THIS RECORD HAS BEEN PROVIDED TO THE WELL OWNER
SIGNATURE OF PERSON CONSTRUCTING THE WELL DATE
Submit the original to the Division of Water Quality, Groundwater Section, 1636 Mail Service Center- Raleigh, NC
27699-1636 1'hnnc No. (t)19) 733-3221, \within 30 days. GW-I REV. 07/2001

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U.S. DEPARTMENT OF THE IN;
U.S. GEOLOGICAL SURVEY
FEET
400 — A
Rockingham
121 GR
300
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200 �
easement
1UU j
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-200
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Hydrogeologic Framework Queiy Results Page 2 of 3
I
_Framework Query Results -Borehole xydrogeology
Scroll to bottom half of 'A. B c .
280:
..page for cross-section. � o�
I • .lf
Framework Map with. I r" 236
borehole locations. is _ •
shown to the right and _s tin
Imay be viewed in a lab -�
separate mindow. t
^` on
Cross-section lineiS ;'I ' �a n'.' 130 -
oriented approximately:
NNW -SSE (153 degrees) • , %
80
ZZ@ N =_� .. I ..
d '
wNW e � 0 3 6 9 mi
w e p 30.
,t15Yt F8e -
3 _ i
m°' F 4, 7, AB -AC, 825, W .
-20 -
Well of Interest '
:70
Location: 34.764800,-79.401700; Well Depth: 100 feet;_ Screen Depth:
90 feet; Land Surface (estimated): 205 feet; Show Mau
-120
Approximate depths to (and elevations of) by I ogeological units (feet):
SURFICIAL -170 -'
0 (205) I
BC.CONF BC ! 6CFC0NF ` ,
48 (157) - 67 (137) 229 (-25) -226.
Hydrogeologic unit top depths estimated to well depth. '
I
USGS National Elevation Dataset 1/3 Are Second Elevationl= 205 feet" `
Units shown in this color may: not be fully present due to,erosion or non -deposition. -
Boreholes a
exclude A ;A: Campbell Soup Company, W 47P; Land Surface: 190.1-feet;
Location: 34.7725,-79.323333; Geophysical Logs, Hydrogeologic Units
exclude.6 B: SC-A-2-83, V 49P; Land S Irface: 280 feet; Location: 34.861666, -
79.499444; Geophysical Logs, Hydrog'eologic Units
exciude c C: Town of Laurinburg Well No. 9, X 49D; Laud Surface: 207.84 feet;
i
Location: 34.738385,-79.479466; Geophvsical Logs, HydrogeologicUnits. -
O Surfielal
.■ Upper Tertiary CU
0 Upper Tertlary
■ Yorktown CU
M Yorktown
7 Pungo River CU
■ Purxgo River
■ Casde.Hayne CU
M.Cas tle. Hayne
■ BeaufortCU
0 Beaufort
■ Peedee CU:
© Peedee
■ alackCreek CU
M alaekCreek
■ Upper Cape Fear CU.
El Upper Cape Fear
■ Lower Cape Fear-CU
M Lower Cape Fear
■ Lower Cretaceous CU
■ Lower Cretaceous
O Basement
Cross -hitching indicates casing
depth..
i •
i
http://www.newater.org/Data_and Modeling/Ground- Water -Databases/framework.php 5/15/2017

Hydrogeologic_Framework Query Results
I
Page 3 of 3
Calculated Cross -Section
o well
■ Screen
300
- " -- - -- - _
/V Land Surface
[7 Su rfldal
250
- - --- .-- _. _ ry . -- _
■ Upper Tertiary CU
p Upper Tertiary
■ Yorktown CU. '
200_.
-
_
®Yorktown
■ Pungo River CU
156
-
-
E Pungo River
■ Castle Mayne CU
100
-
■ Castle- Hayne
■ Beaufort CU
V
—"--
0 Beaufort
c 50
0 Peedee CU
.
d
Rl Peedee
W 0
_.__.._ .-_------ .---'-:
■Black Creek CU
■ Black Creek
750
-- - --- -- -- -"-
■ Upper Cape Fear CU
O Upper Cape Fear
■ Lower Cape Fear CU
-100
` -
■ Lower Cape Fear
Lower Cretaceous CU
-150
- - •- - ---.- . : i_ --
■ Lower Cretaceous
E
Basement
-200
0.00 0.67 1.34
2.01 2.68 3.35 4.02 4:69 .
5.36 6.03
Distance (miles)-- estimated FW1SW: Iclt. not resent
Excluding the following boreholes:
1611 Mail Service Center- • Raleigh, NC 27699-1611
Phone: [phone] • Fax:(919):733-3558I
Comments, questions, or. problems? Please contact
the DWR Webmaster
© 2017 Division of Water Resources •! NC DEO
• NC. sov
i
c-
http-//www.ncwater.org/Data_aid Modeling/Ground _ Water Databases/framework.php 5/15/2017

Bermuda Hay
6
� � r
.V i
t2
Laurinburg Trail'er W
f -A
`.. ;Zone 3B
tO
- _ -°
} Row croplcorn,.soybean,.wheat rotation
i
T :'y ® y
1993
Zone 3A,4:
- 10 2'
�.ss,w 2 - 90'
�- i4 —
-•----A-Jackson'HNy-�oa �-ea
Imagery Date; 2/18!2017 lat 34.764861° Ion-79.4028740 elev 201 ft eye alt 2373

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\ortb G.-oluta Dimuon of Water Atso•ttrc✓✓
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https://edocs.deq.nc.gov/SampleCollectors/O/doc/532529/Pagel.aspx?searchid=4ecf4e6c-358d-4bc9-bbe4-b8l8a7b3e994
5/11/2017

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NCDA&CS Agronomic Division Phone: [phone] Website: www.'ncagr.gov/agronomi/
FY17-WO05514 '
Diagnostic
Client: Murphy Brown, LLC (Att. Mike Advisor.
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Waste Report
Cudd l_BG)
324 McKay Street
y
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Laurinburg, NC 28352
Scotland County
Links to Helpful Information
PALS #: 45271.1 PALS #:
Sampled: 03/07/2017
Received:03/13/2017 Completed: 03115/2017 Farm: LAURINGBUI
Sample Information
Nutrient and Other Measurements
Nitrogen (N) (ppm) P (ppm) K (ppm) Ca (ppm) M,q (ppm)
S (ppm) Fe (ppm) Mn (ppm) Zn (ppm) Cu (ppm) 8 (ppm)
MO (ppm) C (ppm)
Sample ID: 9256
--Total N - - - - - -----40.6- - — 86.7 - 46.9 - 29.6-- --
4:89 4.10 - - 0.45 0.31 - 0.15 - 0-19
Waste Code: ALS
Description:
Total Kje/dahl N 113
Swine Lagoon Liq.
pH DM (%) SS (10 5S/cm)
EC (mS/cm) CCE (%) ALE(1000 gal.) C:N
BD (g/cm )
Inorganic N 53.8
_
NH4-N 53.2 6.86
Comments:
NO3-N 0.56
Organic N ' 60.0 Ni (ppm) Cd (ppm) Pb (ppm) Al (ppm)
Se (ppm) As (ppm) Cr (ppm) Na (ppm), Cl (ppm)
Urea 0.83
37.1
Estimate of Nutrients Available for First Crop (lb / 1000 gal.)
Other Elements (lb / 1000 gal.)
Application Method
N P205 K20 Ca Mg S Fe Mn Zn
Cu B Mo Na Cl Ni Cd Pb Al
Se
Irrigation
0.47' 0.78 0.87 0.39 0.25. 0.04 0.03 T T
T T 0.31 0.01
Agronomist's Comments:
The pH of the lagoon
sample is below the range of 7.0 - 8.0 that is desired for optimum bacterial action
and waste processing. Contact a Technical Specialist if you would
like additional
assistance. Hunter G. Landis 3/15/2017 3:43 PM
.VNo' h Carojimt
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Reprogramming of the laboratory -information -management system that makes this report possible is being funded
through a grant from the North Carolina Tobacco Trust Fund Commission.
Thank yoti• for using agronomic services to manage nutrients and sareguard environmental quality.
- Steve Troxler, Commissioner of

FIELD DATA FORM
SAMPLING LOCATION: Lg02)4JZ3UR(-.- TZA-)
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Web Soil Survey Page 1 of
in Ell] iml '1311
Contact Us I Subscribe ®. I Archived Soil. Surveys I Soil Survey Status Glossary Preferences Link I Logout I Help_ n I,A A
Area of Interest (AOI) Soil Map . Soil Data Explorer Download. Soils Data Shopping Cart (Free).
Printable Version Ad"d,to Shopping Cart
Search ..: ,.
Map Unit Legend
-Scotland-County,-North Carolina (NC165)
Map Map Unit Name
Unit
r--
Acres
in
Percent
of AOI
Symbol
AOI
AuB Autryville sand, 0 to 6 percent
I.slopes
5.5
6.5%'
DbA : Dunbar fine sandy loam, 0 'to
1.4
1.7%
2.percent slopes'
bM
Duplin sandy loam, 0 to.2 ' .
2.7
. ' . 3.1%
percent slopes
LyA
Lynchburg sandy loam, O.to 2
5.2
'6.1%
percent slopes:
McA
McColl loam;, 0 to 1 percent
23.8:
27.9%:
slopes, ponded
28.6
' . 33.6%:
NcA
Noboco loamy sand, O:to 2
percent slopes .
NcB
Noboco loamy sand, 2.to 6
4.3
5.1%
percent slopes
RaA .
Rains fine sandy loam, 0 to•2•
11.3:
13.3%
percent slopes, Southern
Coastal -Plain
.WaB
Wagram loamy sand; 0 to 6
2.3
2.8%
percent slopes
Totals for Area of Interest
85.1
100.0%
Soil Map . .
R ,N n M C i� I 1 -0% I iS a (not to scale) v J runj
Warning,, Soil Map.,may not be valid at this scale..
You have zoomed' in beyond the scale at which the.soil map for this area is intended to be used. Mapping.of soils'is
done at a particular scale. The soil surveys that comprise your AOI were mapped at 1:12,00.0. The design of -map units
andthe level of detail shown in the resulting soil map are dependent on that map scale. - . ..
Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy
of soil line placement. The maps do'not show the small areas of contrasting soils that could have been shown'at a more
detailed scale.
https://Websoilsurvey:nrcs'.tisda.gov/app/WebSoilSurvey.a5px 5/11/201;

Map Unit Description: McColl loam, 0 toll
Carolina
slopes, ponded--Scotland County, North
i
Scotland County, North Carolina
McA—McColl loam, 0 to 1 percent slopes, ponded
Map Unit Setting
National map unit symbol: ljdpn
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
.Frost -free period: 210 to 265 days
Farmland classification: Not prime farmland
Map Unit Composition
Mccoll, ponded, and similar soils: 80 percent
Mccoll, drained, and similar soils: 10 percent
Estimates are based on observations, descriptions, and transects of
the mapunit.
Description of Mccoll, Ponded
Setting
Landform: Carolina bays
Down -slope shape: Concave
Across -slope shape: Linear
Parent material: Clayey marine deposits
Typical profile
A - 0 to 9 inches: loam
Big - 9 to 13 inches: clay
Btx 13 to 42 inches: sandy clay loam
BC i 42 to 80 inches: sandy clay loam
Properties and qualities
Slope: 0 to 1 percent
Depth to restrictive feature: 12 to 40 inches to fragipan
Natural drainage class: Poorly drained
Runoff class: Negligible
Capacity of the most limiting layer to transmit water (Ksat):
Moderately low to moderately high (0.06 to 0.20 in/hr)
Depth to water table:, A0out,0 inches
Frequency.of flooding,_ None.,,.
Frequency of ponding: Frequent
Available water storage in profile: Very low (about 1.9 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 6w
Hydrologic Soil Group: D
Hydric soil rating: Yes
usDA Natural Resources Web Soil Survey 5/11/2017
Conservation Service National Cooperative Soil Survey Page 1 of 2

Map Unit Description: McColl loam, 0 to 1 percent slopes, ponded—Scotland County, North
Carolina
Description of McColl, Drained
Setting
Landform: Carolina bays
Down -slope shape: Concave
Across -slope shape: Linear
I Parent material: Clayey marine deposits
Typical profile
Ap - 0 to 9 inches: loam
Big - 9 to 13 inches: clay
Btx - 13 to 42 inches: sandy clay loam
BC J 42 to 80 inches: sandy clay loam
Properties and qualities
Slope: 0 to 1 percent
Depth to restrictive feature: 12 to 40 inches to fragipan
Natural drainage class: -Poorly drained
Runoff class: Very high
Capacity -of the most limiting layer to transmit water (Ksat):
Moderately low to moderately high (0.06 to 0.20 in/hr)
Depth to water table: About inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Very low (about 1.9 inches)
Interpreti� a groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3w
Hydrologic Soil Group: D
Hydnc soil,rating: Yes
Data Source Information
Soil Survey Area: Scotland County, North Carolina
Survey Area Data; Version 23, Sep 20, 2016
USDA Natural Resources Web Soil Survey 5/11/2017
Conservation Service National Cooperative Soil Survey Page 2 of 2

Map Unit Description: Autryville sand, 0 to 6
slopes ---Scotland County, North Carolina
I '
Scotland County, North Carolina
AuB—Autryville sand, 0 to 6 percent slopes
Map Unit Setting
National map unit symbol: ljgmq
Elevation: 80 to 330 feet
Mean annual precipitation:' 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 210 to 265 days
Farmland classification: Farmland of statewide importance
Map Unit Composition
Autryville and similar soils: 80 percent
Estimates are based on observations, descriptions, and transects of
the mapunit.
Description of Autryville
Setting
Landform: Ridges on marine terraces, flats on marine terraces
Landform position (two-dimensional): Shoulder, summit
Landform position (three-dimensional): Crest
Down -slope shape: Convex
Across -slope shape: Convex
Parent material: Sandy and loamy marine deposits
Typical profile
A - 0 to 9 inches: sand
E - 9 to 26 inches: loamy sand
Bt - 26 to 46 inches: sandy loam
E' - 46 to 58 inches: loamy sand
B't - 158 to 85 inches: sandy clay loam
Propertiel and qualities
Siop6: 0 to 6,percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Very low
Capacity of the most limiting layer to transmit water (Ksat):
Moderately high to high (0.57 to 1.98 in/hr)
Depth to water table: About 48 to 72 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Low (about 5.0 inches)
Interpretive groups
Land capability classification; ftrigated): None specified
Land capability.classification (nonirrigated): 2s
Hydrologic Soil Group: A'
USDA Natural Resources Web Soil Survey 5/11/2017
Conservation Service National Cooperative Soil Survey Page 1 of 2

Map Unit Description: Autryville sand, 0 to 6 per ent slopes ---Scotland County, North Carolina
i
Hydric soil rating: No
Data Source Information
Soil Survey Area: Scotland County, North Carolina
Survey Area Data: Version 23, Sep 220, 2016
I
{
I
i
USDA Natural Resources Web -Soil Survey 5/11/2017
Conservation Service National Cooperative Soil Survey Page 2 of 2

Map Unit Description: Noboco loamy sand, 2 tol6 percent slopes --Scotland County, North
Carolina
Scotland County, North Carolina r
NcB—Noboco loamy sand, 2 to 6 percent slopes
Map Unit Setting
National map unit symbol: ljrwc
Elevation: 80 to'330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 210 to 265 days
Farmland classification: All areas are prime farmland
Map Unit Composition
Noboco and similar soils: 90 percent
Estimates are based on observations, descriptions, and transects of
the mapunit.
Description of Noboco
Setting
Landform: Ridges on marine terraces, broad interstream divides on
marine terraces
Landform position (two-dimensional): Summit, shoulder
Landform position (three-dimensional): Crest
Down -slope shape: Convex.
Across -slope shape: Convex
Parent material: Loamy marine deposits
Typical profile
Ap - 0 to 10 inches: loamy sand
E - 10 to 13 inches: 1 amy'sand
Bt - 13 to 80 inches: sandy clay loam
Propertiel and qualities
1 Slope: 2 to 6 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Low
Capacity of the most limiting layer to transmit water (Ksat):
Moderately high to high (0.57 to 1.98 in/hr)
Depth to water table: About 30 to 40 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 7.1 inches)
Interpretilve groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2e
Hydrologic Soil Group: C
USDA Natural Resources Web Soil,Survey 5/11/2017
Conservation Service 'National Cooperative Soil Survey Page 1 of 2

Map Unit Description: Noboco loamy sand, 2 to i percent slopes ---Scotland County, North
Carolina
Hy& soil rating: No
Data Source Information
Soil Survey Area: Scotland County, North Carolina
Survey Area Data; Version 23, Sep 20, 2016
USDA Natural Resources I Web Soil Survey 5/11/2017
Conservation Service National Cooperative Soil Survey Page 2 of 2

Map Unit Description: Noboco loamy sand, 0 to 2 percent slopes ---Scotland County, North
Carolina
Scotland County, North Carolina
.NcA—Noboco loamy sand, 0 to 2 percent slopes
Map Unit Setting
National map unit symbol: ljgmc
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -flee period. 210 to 265 days
Farmlal d classification: All areas are prime farmland
Map Unit Composition
Noboco and similar soils: 90 percent
Estimates are based on observations, descriptions, and transects of
the mapunit.
Description of Noboco
Setting I-
Landform: Flats on marine terraces, broad interstream divides on
marine terraces
Landform position (two-dimensional): Summit, shoulder
Landform position (three-dimensional): Crest
Down -slope shape: Convex
Across -slope shape: Convex
Parent material: Loamy marine deposits
Typical plrofile
Ap 0 to 10 inches: loamy sand
E - 10 to 13 inches: loamy sand
Bt - 13 to 80 inches: sandy clay loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature More than 80 inches
Natural drainage class: Well drained
Runoff class: Low
Capacity of the most limiting layer to transmit water (Ksat):
Moderately high to high (0.57 to 1.98 in/hr)
Depth to water table: About 30 to 40 inches
Frequency of flooding: None
Frequency of ponding: None
Available waterstorage in profile: Moderate (about 7.1' inches)
Interpretive groups
Land capability classification (irrigated): None specified
Lan, ld capability classification (nonirrigated): 1
Hydrologic Soil Group: C
USDA Natural Resources Web Soil Survey
o Conservation Service J National Cooperative Soil Survey
u
5/11 /2017
Page 1 of 2

Map Unit Description: Noboco loamy sand, 0 to i percent slopes ---Scotland County, North
Carolina
Hydric soil rating: No
Data Source Information
Soil Survey Area: Scotland County, North Carolina
Survey Area Data: Version 23, Sep 20, 2016
USDA Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
5/11/2017
Page 2 of 2