Southern Coastal GW Study_20070731

Southern Coastal Plain
Groundwater Quality Study
Location of Monitoring Sites
Q Study_stations.shp
40 0 40 80 Miles

- y 1,
APS Location/Code Selection for DWQ Lab Samples
The physical location of a site is the adress used to describe its location and may include an owner's
name; specific number on a street or road , street or road name, city, county, and associated region.
Monitoring wells, soil sampling points, ponds etc. may be located at that physical address. The APS
location code will serve a similar function in the DWQ Laboratory's Labworks database. It will describe
the electronic location for the place where all the historic and current data from those different sampling
points. (monitoring wells, soil, ponds, etc.) at that specific physical location, is stored.
The same location code should be used for all samples; regardless of type, each time samples are collected
from a specific site. It is not necessary to, know the type or number, of samples that will be collected prior
to assigning or using a previously assigned location code: Since the physical location of the site will be
known, record the;location code prior to going to the field to ensure 'consistency. The proposed location
code illustrated below contains up to 20 characters identifying the regional office, the site type, the
county, and specific site identification information •such as permit or incident number, if applicable, or
site/complainant name/location information, that further identifies the location. Spaces 1-5 will contain
the information specified below for regional office, type of site, and county. The remaining spaces, 6-20,
may contain up to 15 characters describing the site.
1 2 3 4 5 6 7 8 9 10 1112 13 14 15 16 '17 18'- 19 20
Space 1: Regional
Office Code
•' 1
(Asheville)
2
(Central / Other)
3
(Mooresville)
4
(Winston-Salem).
5
(Raleigh)
6
(Fayetteville)
7
(Washington)
8.
(Wilmington)
Space 2: Type of Site Code
P
(Permit)
I
(Incident)
C
(Complaint)
R
(Research)
O
(Other)
Spaces 3-5: County Code (See attached pages 2-4 for a list of numerical county codes used in
BIMS. Use the, numerical codes to prevent duplication of county abbreviations.)
Spaces 6-20: Site Description
Permit number -
�� Incident number or name
Complainant first initial, last name .plus street address number for site
Research Description, name, or project number
"Other" Description name
Page 1 of 4 Created on 7/31/2007 2:35 PM

Location Code Examples:
1, Permitted Facility (Permit # WQ0001422) in Brunswick County: 8PO10W00001422
2. Incident.(Assigned Incident # 170256) in Stokes,County on.Highway 89. 4I085#170256'.— "
Incident in'Cabarrus County at 1519 Stage Rd, Kannapolis: 3I013Kannapl519Stage
Incident in Pitt County at US 264E and Highway 121, Farmville: 7I074Farmvi264EHy121
3. Complaint from Bill Smith in Wake County at 9050 Poole Rd: 5C092BSmith9050Poole
Complaint from Bob Smith in Wake County at 1710 Poole Rd: 5C092BSmithl710Poole
Complaint from Bill Smith in Asheville, "Buncombe County at 302 Amboy Rd:
1 CO l l BSmA302Amboy
4. Research lead by Central Office Staff involving several counties: 2R101AmbientLevel.s
County Codes •
Name,
Code Number
Region
Avery
6
Asheville
Buncombe
11
Asheville
Burke
12
Asheville
Caldwell..
14
Asheville
Cherokee *
20
Asheville
Clay
22
Asheville
Graham'
38 '
Asheville
,Haywood
44
Asheville
Henderson
"45
Asheville
Jackson
50
-Asheville
Macon
56
Asheville "
Madison
57
Asheville
McDowell
59
Asheville
Mitchell.
61
'Asheville .
Polk,
75
Asheville..
Rutherford
81
Asheville
Swain
87
Asheville
Transylvania
88
-Asheville
Yancey
100
Asheville
Unknown
161
Central
eta Y_.."i'
Anson
4
Fayetteville
Bladen
9
'.Fayetteville
Cumberland
26
Fayetteville
Harnett '
43
Fayetteville
Hoke
47 •-
Fayetteville
Montgomery
62
Fayetteville
Moore
63
Fayetteville
Richmond
77
Fayetteville
Robeson
78
Fayetteville
Sampson
:,82
'Fayetteville
Created on 7/31/2007 2:35 PM
Page 2 of 4

Scotland
83
t
Fa, etteville
i w&�
a aQ k: 1tt t� I.
Alexander-
2
Mooresville
Cabarrus
13
Mooresville
Catawba
18
Mooresville _
Cleveland
23
, Mooresville'
Gaston
36
Mooresville
Iredell,
49
Mooresville`
Lincoln.,
55 .
Mooresville
Mecklenburg
.60
Mooresville
Rowan
80 -
Mooresville
Stanly
84
'Mooresville J
Union
90
Mooresville
��i' � ,,... r
Chatham,
19 -
Raleigh
Durham
..32 .
Raleigh
Edgecombe
33 : '
Raleigh
Franklin
35`
Raleigh
Granville
39
Raleigh
Halifax. ';
42 .:
'Raleigh
Johnston
51
Raleigh
Lee _
'53
Raleigh
Nash .'
64
Raleigh
'Northampton
66
Raleigh
Orange
68
Raleigh.
Persona :
73
Raleigh
Vance
91
Raleigh
Wake' .
92
Raleigh
Warren
'93'
Raleigh
Wilson';Raleigh
Beaufort-
.7
Washington'.
Bertie
8
Washington,
Camden
15
Washington
Chowan .
21
Washington
Craven
•25
Washington
Currituck`
27, .
Washington .
Dare
28
Washington
Gates . `
37
Washington.
Greene.
40
Washington
Hertford
46.
Washington.
Hyde
48
Washington
Jones
.52
Washington
Lenoir
54
Washington
Martin ..
58Washington'
Pamlico
69
:Washington;
Pasquotank
70'
Washington.
'
Perquimans
72
Washington
Pitt
74
Washington
Tyrrell
89
Washington ;
Washington -
94
Washington
Page. 3 of 4'
_ Created on 7/31/2007 2:35 PM

Wayne
96,
Washington
Brunswick
1'o
Wilmington
Carteret
16
Wilmington
Columbus,
24
Wilmington
-Duplin :_
31
Wilmington
New Hanover
65
Wilmington
Onslow
67
Wilmington
'Pender
71
Wilmington
Alamance
1
Winston-Salem
Alleghany
. 3�1. ,
"Winston-Salem
.Ashe
5
Winston-Salem
Caswell
17
Winston-Salem '
Davidson
29
Minston-Salem
Davie
30
Winston -:Salem
Forsyth.
- '34
Winston-Salem
Guilford
41
Winston-Salem
Randolph
7.6
Winston-Salem
Rockingham
79
Winston-Salem,,
Stokes _
85
Winston-Salem
Surry
86
Winston-Salem
Watauga
95
Winston =Salem, '
Wilkes
97
Winston-Salem
Yadkin
99
Winston-Salem,

diam gal/ft
.. 24
.23.5 . ,.
4
0.66
2.5`
0.26, .
2
0.17.:'
3.1. cu ft/gal
-
diam
r area
area
gal
gal/
in
in inA2
ft^2
linear ft
24
12 . -.'452.389
3.14159
23.50073
23.50
6
3._ L 28.2743
0.19635
1.46880
1.50
4
2 - " 12.5664
0.08727
0.65280
0.66
2
.1 3.14159
0.02182.
0.16320
0.17
2.5
1.25 4.90873
0.03409
0.25500
-0.26
1.3 1.5.30929
0.03687
0.27581
0.28
r

7-
--;
1water
I
purge
Top
m
_�
Water
_#sarripling
Lock
method.I
Notes
_
depth
level
dia
yield
volume
of
w1�►1UAD
Clarit I
Cave200819
E uiTATION
Collector
Date
feet
feet i in
m
al
screen!n
remained
I
DWR
`DWR
LF 2115
peristalliG left.
whale
:R@gg,1172. 2 miles, hard left in road. Wells are800 it on
DWR h and DWR covers
WL16
Bladenboro RS
Z41u1
Joan
35
3.6
4
galv
20
62.2
25
H2O
35
rusty
Bladenboro RS
Z41u4
AA35n1
Joan
Joan
110
17.61
6.08.
7.11
2.5 I
1.25
gals
galv
25
30
81.1
8.8
100
10
110 very
14
Clears
clear
1" bailer or
peristaltic.
quickly
LF
peristaltic
l
flowing well
hwy70l S fSs white lake Hwy 53 E or S to kelly NC. R@ fork
@ post offile. L@1st road: i3 wells to left of Comm toll campus
bldg. 1.25" flowing well, Bring gauge.
WL15
N M
WI15
Kelly RS (@Bladen CC)
Kelly RS
AA35n3
Joan
87.25
9.53
2.5
i
galv
20
60.6
74
Rusty,
84 clears
but
quickly
DWR
LF
per staltic
whale
Well has!/R cover.
WL15
Raleigh
33
7.86
2
SS
5
12.8
23
dk
33 sulfury
gray
water
DW0 Hush
LF
eristaltiG _ 701N
p whale "
iron; Elizabethtown. 242N- R@SR 1511. R@ Ranger
station. D(ve way back to landing strip. Wells on left
Turnbull Ed. St. Forest
X38yl
Raleigh
235
31.69
2 i
pvc
low I
103.7
215
never
235
cleared
of gray silt
DW0 Flush
LF 250
Grundfos
Turnbull Ed. St. Forest
X38y2
4M)SWM46P CAM
n
51
5.39
4
galy
35
90.3
41
51
clear
LF
peristaltic
whale
Wells are 100 ft from road. Accessible by wooden footbridge or
by walking through shallow place in ditch.
Clarendon RCS 33?
DD42n1
Joan
20
14
386.0
94.8
238
41
rusty
248
51
but
cleared
USGS
LF 250
Grundfos
LF
peristaltic
whale
USGS recorder. Pumps dry @ 6 gpm.
Clarendon RS
DD42n4
Joan
248
53.04
4
galv I
Lake Waccamaw 1 RS
CC38b5
Joan
51
3.12.
4
galv" I
20
511.3
112
122
DWR
peristaltic �
DUmlos a. Pump wornn't go past 70'. Dk gray v f sdy water.
Lake Waccawaw 1 RS
CC38b6
Joan
127.5
13.87
6
galy
r
never cleared
211E from Aberdeen. Cross Hoke Co line. Pass Ashmont.
McCain Sanitorium RS
T48i2
Ray/Amy
12/15/OB
92
3.15
4
galy
45
175.9
82
92.
during
redevelopme
nt, but dears
USGS/
DWR
LF '
peristaltic/
p whale
R@1st crossroads (water tower and "training parking' sign on
left). Hard R@well travelled dirt road (before Cow trt bldgs): 300
ft before end of road is orange painted sweetgum on rt.
sutron
-
l
I
after pumping
Walk/dhve 100
130 gal.
4
LF @ bottom
211E to Raeford. L@401 N. 112mile, L@ fire Station. 114 mile,
Raeford DOT RS
U46e6
Ray/Amy
12/15/08
111
49.7
4
galy
185
121.4
62-67
96-101
red rusty to
bm silty
USGS/
DWR
or purge or
packer (2
screens)
R@DOT. Wells outside fence to the left.steps to 4" diam'@ 62,
bls.
sutron
_
Raeford DOT RS
U46e7
Raleigh
12/15/08
44.8
28.8
2
I pvc
I
I 8.2
33
43
cleared
quicklyI
DWO
LF whale/
rundfos
Littlefield School RS
Y42F11
Ray / Joan
155
19.6
6
galv
9
5
609.3
140
145
rusty but
clears to
yellowish
USGS/DWR
LF 250
Grundfos
USGS recorder. Wells behind and to left of school. Don't go
during recess.
WL15
Littlefield School-RS -
Y42F12--
-.Ray/Joan-
20.48
5.85
4
galy
10
I 29.0
10
20
clears quickly
USGS/
DWR
LF
I peristaltic/
whale
USGS recorder
WL15
_
8
21.2
21
31
red rusty,
never clears
DWR
LF
peristaltic
whale
WL16
Magnolia School RS
X44k4
Ray / Joan
31;
3.87
2.5
I galv
Magnolia School RS
S
X440
W
Ray / Joan
230
3.9
4
gals
64
447.7
144
154
Extremely
rustyclear
after redev.
DWR
LF 250
Grundfos
4" diam to 118', 2.5" diam to 250'. Check screen with camera.
4 galv 10 209.0 107 112
6 galv 150 173.7 30 40
I2.5"
' 4 - galv 55 172.5 65 90
murky, but
clears w!
bailing
DWR
LF
peristalliG
whalerky
needed to drop grundfos to 90'..low yielding?
WL15 -
Marietta RS
BB45m5
Joan
116
10.45
mu, but
clears w/
bailino
slightly rusty,
clear
DWR
LF
peristalliG
whale
LF?
in woods behind m2 behind 500 gallon lank in woods
3 pipes come from the casing. = V35u4. TD = 370. Other 2
pipes are in same aq. Use one with handle on spigot. It faces
N and is tallest. Flowinq well?
WL15
Marietta RS
BB45m6
Joan
40
1.41
Rex Rennert School RS
V45u3
Raleigh
95
7.89
4 I galv 35 I 46.4 20 30
dk bm rusty
water
LF
I perist
whale
I e
"
Rex Rennert School RS
V45u7
Raleigh
31.1
765

I water
pure
Top
sampling
I
depth
level
dia
yield
volume
of
Water
Lock /
method
DWR
E ui
�•" _
_
`, —'an
%
STATION:,` UAD
Collector
Date
feet
, feet
in
I m
al
screen
I Clarity
Cover
200819
Notes
-
dark from
LF whale/
and S Z47m4
Everyone
1l15/Og
78
20.1
4
galv
25
114.6
73
78
casing, clears
grundfos
quickly
Rowland RS
Z47m5
Everyone
1/15109
44
6.98
' 2.5
galy
20
28.9
31
41
dark from
LF
peristaltic
pumping near surface of water clears water
casing
whale
LF
Well is behind school and water tower. 25 ft off SW comer of
'DWR
Halls School
S35g5
Ray / Amy
1/20/09
29.7
10.69
4
steel
15
37.6
19
29
DWR
peristaltic
I large cinderb block bldg. lock. Ruptured screen 2005 =
sutron
whale
purged for 20 min at 2 gpm 2008 -
suggest use whale pump
Ivanhoe RS boat
(@
gry f sdy silt,
701 S to 421 S bus in Harrell NC. To Wildcat road S. Left on
romp)
Y34p3
Raleigh
33
15.32
4
galy
8
35.0
28
33
but clears,
DWR
LF whale
Ivanhoe,Rd. Pass Ivanhoe, NC. Left @State Wildlife boat
WL75
romp. Wells on rt. No longer flowing,: Filled w/ sand to.29' bls
Ivanhoe RS
Y34p4
Raleigh
220
0.87
4
galy
250
433.9
181
220
Clear
flowingFlowing
well
well. Allow to flow through hose into woods for 24 hours.
Flows@ 1/3 9Pm•
_
Wells are @ NE comer of tree and grass fields along the woods
edge of the Six Runs Rest Stop on Hwy 421 north of Dehvay'
V35U5 is -a flowing well. It is an a wellhead with 3 spigots,
Six Runs RS (@ rest
V35u5
Ray/ Am
Y
1/20/09
82
6.03
6
galy
0
341.9
63
82
Clear
flowing well
screened at different intervals. Bring a clear
stop)
hose and hose fitting to get the WL. - Use either of 2
shorter 1" diam pipes for correct screen depth. purge until
parameters stabilize (2005 -'almost right away at 2 gpm)
2005 - pH 8.7
Six Runs RS (@ rest
21gpm.
ea
Never cleared
LF '
pumped dry after 10 gal 2008 -
stop)
V35L9
Ra / Am
Y Y
1120/09F236.38
2
P vc
low
8.5
13'
P3
of gray mica
DWQ
peristaltic/
use peristaltic, < 1gpm, set -intake toward bottom of screened
silt
whale
interval. Purge 8.5 - 10 gal (1/2) hour. .
SandhillsGamelands
U50s5
RaleighI
I
I
I
I
Ik99
I
milkyiwhiteI
USGS
LF whale
sl t
Sandhills Gamelands
U50s6
Raleigh
119.6
76.13
2
vc
1.5
22.2
124
I
DWQ
Lf rundfos
Stewartsville re c ctr
cy
X50s1
Everyone
ry
1/15109
34.8
16.16
2
pvc
1
9.5
23
33
clear
Prod'n well
well has
40IS from laurinburg. L @ recycling ctr <1/2 mi from SC line.
pump in it •
Well outside fence close to road
Stewartsville recyc ctr
X50s2'
Everyone
1/15/09
93
25
4
pvc
40'
134.6
80
90
DWQ
LF whale%
production well under fiberglas cover outside fence to left (N) of
grundfos
fence: Use spigot to collect sample or use 3/4" access hole
Best places for LF peristaltic are deep large diem low
prodn wells
To be sampled with LF peristaltic AND with a purge method
Deep well requires 250 ft grundfos

DWQ Laboratory Supplies Request Form
Email general supply orders to ChemLabOrdenglists.ncmail.net
Email EPA 1631 Hg Sampling Kit orders to denr.dW .mercur kit lists.ncn
r I Bill Todd I Telephone [phone]
Section/Location I FRO/ AP Section Date,
01 /22/09
.:Item
#.Requested;
Unit '
.Chemicals
1+1 Nitric Acid
Case of 24 ampoules
1:1 Sulfuric Acid
Case of.24 ampoules
Conc. Phosphoric Acid
Case of 24 ampoules
25% Sulfuric Acid
-Case, of 24 ampoules'
10% Sodium Thiosulfate
40 ml dropper bottle
,6N Sodium Hydroxide
3
100 ml bottle (ea)
Ascorbic Acid,
Pack of 10 vials (0.6 g ea.) -
Sodium Bisulfate
Pack of 10 vials (0.25 g ea.)
Ferrous Ammonium Sulfate
'Pack of 10 ampoules
6N Sulfuric Acid
Case of 24 ampoules
1+1 Hydrochloric Acid
'Case of 24 ampoules
Deionized Water (for Doc filter
blanks) Note: Order immediately
prior to sampling event — not to be
stored.
1 liter bottle
Supplies s
Security Seals
1
Box of 100
Chlorine Test Strips
Bottle of 50
Wide -range pH test strips
Pack of 100
1.4-2.8 pH test strips
Roll
Bottles
# Requested.
Unit
500ml disposable
2
Case of 100 ,
1 Miter plastic (BOD/Cyanide)
32
Ea
Plastic coliform
Ea
Pesticide (gallon glass)
8
Case of 4
Chlorophyll (brown plastic wide -mouth)
Ea ,
Grease and Oil (1 -liter wide -mouth)
Ea
1 Liter glass (Phenols)
Ea
Sediment - 4oz. (sediment volatile)
Case of 24
Sediment - 8oz. (all other sediments)
Case of 24
VOA - NaHSO4 preserved (GW)*
5
Case of 72
VOA - HCI preserved (WQ)
Case of 72
VOA - Zn Acetate preserved (Sulfide)"
6
Pack of'12
VOA — unpreserved
Case of 72 '
'UST personnel must contact Grover Nicholson for VOA bottle orders.
EPA 1631 Hg
Sampling Kits
# Requested
Two -station kit:
Each sampling kit
consists of:
1 cooler,
2 empty 500 ml
bottles, and
2 500 ml bottles
filled with
blank water
One -station kit:
Each sampling kit
consists of:
1 cooler,
1 ' empty 500 ml
bottle, and
1 500 ml bottle
filled with
blank water
Heather & Donna
This may well :not be all of the whole order for the Southern Coastal Plains Sampling event, but it is a start
How about sending some, more plastic droppers too. . Thank you ladies.
Bill Todd

c
Colley t and Preservation of Groundwater Samples Pr )1 of 7
search: Go
..: 1i?ISTDI2 O Water LYQ If ' about the division I cgntwt us.I d':vq-sc-ctions ]glossary
pt�seri�a, protect
&Pd enhancB
to liiOJ�1. (i81Z?�lf1d S•i4`alE.�' -F •e ' �` � �
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home > sections > laboratory > Collection and Preservation of Groundwater Samples
Laboratory Section :: Collection and Preservation of Groundwater Samples for the ®WQ Laboratory
COLLECTION AND
PRESERVATION OF GROUND WATER (Incl. UST) SAMPLES FOR THE NCDWO 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
Container (1,
Parameter (2)
Minimum Required
Volume
14) P-Plastic
( F) Filtered
(U) Unfiltered
Preservation (19)
Maximum Holding
Time (20)
G-Glass
A. Alkalinity-( 18) 200 ml 11P (Disposable) U Cool, 4° C 14 days
A. Carbonate Request on field sheet and submit alkalinity sample
A. Bicarbonat lRequest on field sheet and submit alkalinity sample
pH
Inappropriate for laboratory analysis -
Immediate - field
measurement
Carbon Dioxide Inappropriate for laboratory analysis Immediate - fleld
measurement
Chromium, 200ml FP (Disposable) U Cool, 4° C IF24 hours (notify
lab of collection )
Hexavalent
Color 200 ml 11P (Disposable)71U jCool, 4° C 1148 hours (6)
48 hours (6)
MBAS 500 ml P (Disposable). U Cool, 4° C (notify lab of
collection)
Specific Conductance 200 ml P (Disposable) U Cool, 4° C 1 28.days'-
Cool, 4° C when
D. Chloride 500 ml x 1 P (Disposable) U combined w/sulfate - 28 days
None if Cl only
—T
Cool, 4° C when
F
http://h2o.enr.state.nc.us/lab/qa/collpresg'w.htm
1/12/2009

Colle ^ 1 and Preservation of Groundwater •Samples P2 of 7
. Fluoride
combined w/sulfate -
combined w/above 11 P (Disposable) L-ANone if Cl only I
combined w/above P (Disposable JU Cool, 4° C 1128
28 days
y
days
►. Sulfate
Hardness, Total
(Request,by
checking Ca and
Mg on sheet- Can
be part of metals
500 ml P (Disposable) U 1+1 HNO3 to pH<2
6 months
sample)
Total
Hardness=2.497
[Ca mg/L]+4.118
[Mg mg/L]
Non -carbonate
Hardness (3)
(= total '
Submit samples for total hardness (Ca+Mg) and alkalinity, as specified
hardness- total
alk:)
G (wide -mouth
HEM: Oil &
2 liters (two 1 liter quart jar, U Cool, 4° C, 6N H2SO4
28 days
Grease
bottles) Teflon -lined to pH<2
cap)
Silica
200 ml
110 (Disposable) IJU
Cool, 4° C
128 days
Cool, 4° C add 0.1 ml of 2N zinc
Sulfide
40 ml x 3 (21)
G, 40 ml VOA
vial U
acetate plus 6N NaOH to pH>9.
7 days
Leave no headspace in bottle.
Cool, 4° C, 0.6g
Cyanide, Total
2 liters (two 1 liter
bottles)
P U
ascorbic acid (4), 6N
14 days (12)
NaOH to pH>12
Cool, 4° C, 1:1
H2SO4 to pH<2
Phenol, Total
2 liters (two 1 liter
G (Phenol U
(1 ml Ferrous
28 days
Recoverable
bottles)
bottle) only (5)
Ammonium Sulfate if
sample contains
oxidizer)
B. Metals: Ag, Al,
72 hours -
As, Ba, Be, Ca,
should be
Cd, Co, Cr(total),
delivered to lab
Cu, Fe, K, Li, Mg,
500 ml x 1
P (Disposible)
U
1+1 HNO3 to pH<2
within 48 hours
Mn, Na, Ni, Pb,
to allow for
Sb, Sn, Se, TI, V,
sample prep
Zn and Hg
28 days - Hg
BOD 5-day
11 liter
11P
U
Cool, 4° C
148 hours (6)
CBOD 5-day
11 liter
11P
U
JFCool, 4° C
48 hours (6)
http://h2o.enr.state.nc.us/lab/qa/collpresgw.htm
1/12/2009

Colle a and Preservation of Groundwater Samples
P, of
COD11200 ml P (Disposable) U Cool 4° C 25% L28days 11H2SO4 to pH<2
Cool, 4° C, 0.008%
Coliform (Fecal or 250 ml each P (sterile) (7) U Na2S203 (0.1ml 10% 6 hours (8)
Total) _ _ - _ Na2S203 /125 ml)
and 15% EDTA (7)
ml P (Disposable)]
Disposable) U
�TOC200
Cool, 4° C, H3PO4 to pH<2
128 days
200 ml - A Field Blank
DOC must accompany all DOC P (Disposable) F
Cool, 4° C, H3PO4 to pH<2
28 days
samples.
.•
Turbidity 200 'ml - P (Disposable) U
Cool, 4° C
irhours
o lab in <48-
(6)
Cool, 4° C, 25%
H2SO4 to pH<2 (9)
C. NH3 as N
500 ml
P (Disposable)
U
0.008% Na2S203
(0.1ml 10% _
28 days
Na2S203 /125 ml)
(11)
Cool, 4° C, 25%
H2SO4 to pH<2 (9)
C. Total Kjeldahl
Combined w/ above
F,(Disposable)
U
0.008% Na2S203
28 days
Nitrogen as N
(0.1ml 10%
Na2S203 /125 ml)
(11)
Combined w/ above
C. NO 3 +NO 2
except when NH3 and
P (Disposable)
U
Cool, 4° C, 25%
28 days
as N
TKN require
H2SO4 to pH<2 (9)
dechlorination
Combined w/ above
C. Total P as P
except when NH3 and
p (Disposable)
U
Cool, 4° C, 25%
28 days
TKN require
H2SO4 to pH<2 (9)
dechlorination
Dissolved P as P
200 ml
P (Disposable)
FF--
Cool, 4° C, 25%
H2SO4 to pH<2 (9)
28 days
PO4 as P
200 ml
F(Disposable)
F
Filter immediately,
Cool, 4° C
48 hours
NO2 as N
200 ml JFP
(Disposable)
U
Cool, 4° C
48 hours (notify
lab of collection)
200 ml + additional
NO3 as N
preserved sample for
P (Disposable)
U
Cool, 4° C
48 hours (notify
lab of collection)
NO3+NO2
Residue (TSS, IF--
http://h2o.enr.state.nc.us/lab/qa/colipresgw.htm
1/12/2009

I

Coll " ``a and Preservation of Groundwater Samples
1 J
ZITS) (18) 11500 ml each IIP (Disposable) IIU IlCool, 4° C
117 days I
Total Dissolved
Solids (TDS)
F5OO ml
P (Disposable)
U
Cool, 4° C
7 days
Semi Volatile
Cool, 4° C, 0.008%
7 days until
Organics-
1 gal (10)
G (amber),
U
Na2S203 (0.1ml 10%
extraction
Base/Neutral &
Teflon -lined cap
Na2S203 /125 ml)
40 days after
Acid Extractables
-
(11) -
extraction
Cool, 4° C, 0.008%
7 days until
Pesticides/PCBs
(OP Pest/OC
1 gal (10)
G (amber),
U
Na2S203 (0.1ml 10%
extraction (16) ,
Pest/ON Pest)
Teflon -lined cap
Na2S203 /125 ml)
40 days after
(11)
extraction
Cool, 4° C, 0.008%
7 days until
Acid Herbicides
1 gal (10)
G (amber),
U
Na2S203 (0.1ml 10%
extraction (16) ,
Teflon -lined cap
Na2S203 /125 ml)
40 days after
(11)
extraction
Cool, 4° C, 0.6g
ascorbic acid (13)
Purgeable
40 ml x 4 vials. A Trip
only if residual
chlorine present,
14 days (7 days
(Volatile) _,
blank (3 vials) must
�
G Teflon- lined
U
Sodium Bisulfate
for aromatics
Organics (VOA)
accompany all VOA
septum
(NaHSO4) (13) to
only when
samples
pH<2 (15)(17). Leave
unpreserved)
no headspace-in
bottle.
-
Cool, 4° C, 0.6g
ascorbic acid (13)
TPH Gasoline
40 ml x 4 vials. A Trip
only if residual
chlorine present,
Range (aq) and
blank (3 vials) must
G Teflon -lined
U
Sodium Bisulfate
14 days
BTEX
accompany all TPH
septum
(NaHSO4) (13) to
and BTEX samples
pH<2 (15)(17). Leave
no headspace in
bottle.
TPH Diesel Range
(aq)
1 gal
G (amber), •
Teflon -lined cap
U
Cool, 4° C
14 days; analyze
extractwithin 40
days
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
PC 4 of 7-
http://h2o.enr.state.nc.us/lab/qa/collpresgw.htm
1/12/2009

Coll`Ia and Preservation of Groundwater Samples
M`
=
(Grease and Oil I18
oz jar IIG,
Teflon -lined cap IlCool,.4-
C Ilrefer'to
aqueous
Metals.: Ag , Al, As, Ba, Be; Ca, Cd,
8 oz jar
G. Teflon -lined cap
Cool, 40 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
8 oz- jar
G. Teflon -lined cap
Cool, 4- C
114 days to, extract; analyze
(OP. Pest/OC Pest/ON Pest)
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- _
8 oz jar
G. Teflon -lined cap
Cool, 4° C
14 days to extract; analyze
Base/Neutral & Acid Extractables
_
w/in 40 days-.
Purgeable Organics (VOA)
4-oz jar + trip
G, Teflon -lined cap or
Cool, 40-C
14 days
blank
septum
TPH Gas Range (soil)
4 oz jar + trip
G, Teflon -lined cap or
Cool, 4° C
14.days
blank
septum
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-Pl6stic, 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 sampleAf no letter
precedes a parameter, it must be submitted in:a separate bottle."(i.e., A, B, Cr 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. _
P�'_`\5 of 7
http://h2o.enr.state.nc.us/lab/ga/collpresgw.htm 1/12/2009

• ,:
Colic" a and Preservation of Groundwater. Samples P 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 40C 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 1/12/2009

Coll`-- ° n and Preservation of Groundwater Samples Fr- - 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
estop of page
1623 Mail Service Center, Raleigh, NC 27699-1623 (t) 919.733.3908 (f) 919.733.624, Find u- here too:
d glab.org
DWQ. - DENR - NCGOV

Photo -: -- 30ttle. Types =
Photos of Bottle :Types
1. 500m1 disposable ,: 2. BOD/cyanide/sulfide 3. Coliform
�,.
5. Chlorophyll -IL 6. Grease &.Oil .
http://h2o.enr.stdte.nc.us/lab/bottle/bottle tmpes.htm
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1/12/2009

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y Calk, 1142 and Preservation of Groundwatef`Samples
1`1
Fluoride
combined w/above P (Disposable)
combined w/above P (Disposable)
LU---JlNone
LI
combined w/sulfate,-
if Cl only
Cool, 4° C
28 days
28 days
P! . Sulfate
Hardness, Total
d'
�ReQuest,by .
checking Ca and
r
Mg on sheet- Can
be part of metals
500 ml
P (Disposable)
U
1+1 HNO3 to pH<2
6 months
sample)
Tota
Hardness=2.497
-
[Ca mg/L]+4.118
[Mg mg/L]
_
-
Non -carbonate
Hardness (3)
_
(= total'
Submit samples for total hardness (Ca+Mg) and alkalinity, as specified
hardness- total
alk.j`
G (wide -mouth
HEM: Oil &
2 liters (two 1 liter quart jar, U Cool, 4° C, 6N H2SO4 28 days
y
Grease
bottles) Teflon -lined to pH<2
cap)
Silica
Z00 ml
F (Disposable)
U
Cool, 4° C
28 days
Cool, 4° C add 0.1 ml of 2N zinc
Sulfide
40. ml x 3 (21)
G, 40 ml VOA
vial
U
acetate plus 6N NaOH to pH>9.
7 days
Leave no headspace in bottle.
f, -
Cool, 4° C, 0.6g
Cyanide, Total
2 liters (two•1 liter
bottles)
P
U
ascorbic acid (4), 6N
14 days (12)'
NaOH to pH>12
Cool, 4° C, 1:1
H2SO4 to pH<2
Phenol, Total
2 liters (two 1 liter
G (Phenol
U
(1 ml Ferrous
28 days
Recoverable
bottles)
bottle) only (5)
Ammonium Sulfate if
sample contains
oxidizer)
B. Metals: Ag, Al,
72 hours -
As, Ba, Be, Ca, _
should be
Cd, Co, Cr(total),
delivered to lab
Cu, Fe, K, Li, Mg,
500 ml x 1
P (Disposible)
U
1+1 HNO3 to pH<2
within 48 hours
Mn, Na, Ni, Pb,
to allow for
Sb, Sn, Se, TI, V,
sample prep
Zn and Hg
28 days - Hg
BOD 5-day
1 liter
1P
U IlCool,
4° C
148 hours (6)
CBOD 5-day
IF1 liter 11P
7116
Cool, 4° C
148 hours (6)
http://h2o.enr.state.nc.us/lab/qa/collpresgw.htin
P(__�'2 of 7
1/12/2009
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`i
NORT}I CAROLINA DEPARTMENT OF
IJrNVIRON,MENT AND NATURAL RESOURCES
UIVIS10N,a F WATER QUALITY
GROUNDWATER SECTION
KINSTON FIELD OFFICE
1766 IIWX 258 SQUTI-I, KINSTON, N.C. 28504
PIIONE#252-523-3620 FAX#[phone]
FAXtOVER SHEET
�I�O: (T�Nfi GU�I�iAms. DATE:
o7 c 7
A'ITN: l71 n1 A :«'. FAX#:
FROM: , j L c REF: �p MA Al -5 e
'l'O'['AL, NUMBER OF PA:;(;rS INCLUDING COVER
•------------------------------- L7`------------------------ ---------------------------
ry
FBI
-------------------------------------
,------------------------- -------------------
•s
1'.
---------------••.-----------_-----{-----------------------------------------------------------
it
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5t�1
a

. 14VI U,I "'nUU1111M - UCWAtrtrTlent ur tnvironn1er11. Health, ancirNatufal Hesources
+_ Division of Environmental Management - GrbundW ter S_ ectfon.
P,O, Box 29535 - Raleigh, N.C. 27626.0535,
Phone [phone]U1
WELL CONSTRUCTION RECORD
DRILLING CONTRACTOR:
s STAT,FcW{-tom
DRILLER REGISTRATION NUMBER-.������ --FtERMITMBER:
1, WELL LOCATIO ,}��r(Sklow sketch of the location
NParP�I Town: �.r,:, -Ie_J
(Ra.,,qr.f; 'Colf1munj•ly, or Subdivision and LotNo.)' DLPTH
2. OWNER -)Lr _� C_ /I 1( rs
ADDnESS �_��arC 15 3 ,
From To
i'
r'7 '(Street or Route No.)
City orTown State ;Zip Code
3: - DATE bRILLED-8--_ t ;'
r• .._.�. USE OF WELLc:�J
4. TOTAL DEPTII.
5. CUTFINGS COLLECTEb YES [jEj' NOE]
6. DOES WELL nEPLACE EXISTING WELL? YES NO
7. STATIC WATER -LEVEL, Below -Top of Casing: �'�Q FT.
(Use ".0 it Above Top of Casing)
8, TOP OF CASING IS L_e;2e) FT. Above Land Surface'
'Casing Terrtilneted eVor, below land surface is Illegal unless a variance Is issued
In accordance with 15A NCAC 2C .0118
9. ' ' YIELD'(gPm) METHOD -OF TEST(
10. WATER ZONES (depth):
l
BRILL' ING LOG
CHLORINATION: Amount Type '
—=� `� IF additional space is needed use bock of for
'�A$ING: - � -
LOCATION SKETCH Wall Thickness
Depth Diameter or Wel hl/Fi. • Material (Show direction and distance from at least two Stale ~
From'_1 To _;- - Ft. —ate e�"�•r0 �i�' Roads,. or other map reference points)
From_ -''To - Ft. -
From ' To _ Ft. _
13. GROUT:
DepthMaterial
.. .Frofin ,To Ft.
From _.t' — To ?I - Ft-
14,' SCREEN:
Depth Diameter Slot Size "Material
From .3 To Ft in. ,! / G in. `Sr5 r
From To Ft. in. "
in. t"
From —_Too Ft, in. in: i.
15. iSA ' DI/GRAVEL PACK:
Depth'. Size aterl�%
Froir .c.0
From Ft.as�
16. REMARKS-. _;_l%A,, /� _ /' ./ - 1� i ;; _k
I DO HEREBY CERTIFY THAT THIS WELL WAS CONST
CONSTRUCTION STANDARDS, AND THAT A COPY OF
ED IN ACCORDANCE WITH 15A NCAC 2C, WELL
RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
3W-1 FiEV. 9/91 - SIGNATURE O CONTRACTOR OR AGENT
Submit original to Division of Environmental Management and copy to well owner.
S-96
DATE .

NORTH CAROLINA DEPARTMENT. OIL,
ENVIRONMENTAND NATURAL URA.L RESOURCES
]DIVISION OF WAITER QUALITY
CIiOUNDWAT:Ell SECTION'
KINSTON FIELD OFFICE'
1766 IIWX 258 SOUTH, KINSTON,, N:C. 28504
PI]ONE#252-523' 620 I4AX#252-523-7484 '
FAX :COVER SHEET,
TO._&IIV i _GV/ll/,4ms,. DA��C. /-�� ZUO
ATTN: AN A " FAX#: 9l e-- I/A
ztOm In7mili L REF: Flo f fm ow s/
TOTAL NUMBER OF PAGES -INCLUDING COVER S.IILC'I':--=---------
-------------------------- -------------------- -------------------------
. i
--------------------------------------
-----------=------------------- = ,---------------------------------------=----------------
'------------------ -----------------
-------------------------.---------- 1-------------- - ---- -----------------------=----
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r '
Groundwater Quality within the Surficial Aquifer and first
confined aquifer. in six. counties of the Southern Coastal Plain;
J
North Carolina Department of Environment and Natural Resources
" Division of Water Quality
Groundwater Section
November 2003

L .L�
CONTENTS
`
� List ofFigures —.------_._..----.................................
Purpose andObjectives ..................... --............ --.-----...............
1
. Study Area Description ...............................................................................
T
Location...................................................................................... 1
' —.--.---------------.,--_---_—..2
Geology
'
� `Hvdrogaoloov............... ............................................. ...................
3
�Reaaoroh Site Details ------------'.------ . ]]
�.�--.
Scotland- County Sites ................................................ ...........
8
HokeCounty Sites .................... ...............................................
S
_ Robeson County Sites ................ ............................................
9.
�BkadanCounty Sites ...........................................................
1O
Sampson County Sites .........................................................
11-
� Columbus County Sites ........................................................ 12
'
Analytical Results-----...—_—.--._'---------.---.12
SurficiadAou�oc---'.�-----..
.
13
�-------�------.
Ghm|�vv�unfnadAou�eno---.--------.--.—..—�---14
^ Groundwater. Contamination ............................................................
15
Interpretations........................................................................................
15 �
Conclusions............................................................................................
15
� Recommendations ................................................................................... 1O
References................................................................ ................ ...........
17
Aooandkc1-----'.--------..�-----'.---..--..---.18
��
�
�
Appendix 2.................... ............................................ .............................
18 . `
�Appendix3................................................................. ...........................
�
�
,
18
n

LIST OF FIGURES
1. The counties used for this study, Hoke, Scotland, Robeson, Columbus, Bladen and -'
Sampson, are in the shaded area.........................................................................11
2. Subdivisions of the North Carolina Coastal Plain (adapted after Stuckey, 1965 and
Heath, 1980)....................... :.......................................................................
'.....2
3. Generalized cross section of aquifers underlying the southern Coastal Plain study
area (Scotland through Columbus Counties) of North Carolina (modified after Smith,
1996).............................................................................:........................ 3.
4. At the Scotland -Richmond County,line, only the Surficial Aquifer and one confined '
aquifer -are encountered 'below land surface.........................................................4
5. At the Columbus -Brunswick County line, four confined aquifers are identified below
theSurficial Aquifer..........................................................................................4
6. Example water budget for the Coastal Plain of North Carolina ...............................4
7. Map of average annual precipitation in North Carolina........................................5
8.. Groundwater flow paths in zones of recharge and discharge.........:.......................6
9. Recharge (inches/year) of the Surficial Aquifer based on soil type..........................7
10. The location of each research station location is depicted on the map...................8
11. Piper diagrams of groundwater Types A and B from the Surficial Aquifer and the first
confined aquifer. Groundwater types range from calcium bicarbonate to sodium
chloride..............................:..................................................................... ..13
12. The research station locations screened in the Surficial Aquifer are shown on a
geologic map of the study area and indicated according to the groundwater type that is
produced..:'...............................................:.......:......................I...................14

PURPOSE AND OBJECTIVES
The Southern Coastal Plain Ground Water Advisory Council (SCPGWAC) is a coalition
of local government representatives from six counties (Hoke, Scotland, Robeson,
Columbus, Bladen and Sampson) with a goal of becoming informed of groundwater:_
issues related to both availability and quality. The North Carolina Department of
Environment and Natural Resources, Division of Water Quality, Groundwater Section
(GWS) has assisted the SCPGWAC with determining several key elements of their .-
overall objective. In most areas of the Coastal Plain of North Carolina, groundwater is
being removed from the deep confined aquifers at rates that exceed natural recharge.
The SCPGWAC is evaluating water sources for future use that have not historically been
used by public water systems. As time passes, utilization of shallow groundwater will be
an option many utilities may need to exercise.
The Groundwater Section's primaryobjectives for this study are to:
• Describe the occurrence and distribution of groundwater within the Surficial
Aquifer and the first confined or semi -confined aquifer (below the Surficial
-Aquifer);
• Obtain ambient groundwater quality'information for both mentioned aquifers;
• Provide information of known groundwater contamination incidents;
• Provide" information of land uses that have potential to impact the groundwater -
quality; and
• Provide groundwater protection recommendations for use by local governments.
STUDY AREA DESCRIPTION
Location
For the purpose of continuity, the study area encompasses seven counties within the
Coastal Plain province in southeastern North Carolina. Those counties are Hoke,
Scotland, Robeson, Columbus, Bladen, Sampson, and Cumberland (Figure 1). The,
Coastal Plain is an area characterized by flat to moderately rolling landscapes in the
eastern 1/3 of the state.
'ob.lmn
Biagen
100` 0 •160: 200 Miles N'
- olym�jus ,
Figure 1: The counties used for this study, Hoke, Scotland, Robeson, Columbus, Bladen,
Sampson, and Cumberland are in the shaded area.
1

Geology
The Coastal.Plain is generally divided into two regions known as (1) the Tidewater
region, and (2) the Inner Coastal Plain region (Winner and Coble, 1996). The study -area '
is located mostly within the Inner Coastal Plain region -(Figure 2).
The Inner -Coastal Plain is characterized by land surface altitudes that range from about
50 feet -in the�east to over 700 feet above sea level along the western boundary (Winner
and Coble, 1996). The northwestern portion of the study area contains a unique
subdivision of the Inner Coastal Plain, known as the Sand Hills (Stuckey, 1965).
Scotland, Hoke, Cumberland and a small section of Bladen'counties contain some area
of the Sand Hills subdivision. Figure 2 shows the distribution of the Inner Coastal Plain .
and the Sand Hills subdivision.
20" 26: lvliies-
'Figure3;
Carolina:+
Stuckey.;.
Sediments that comprise the Coastal Plain are primarily stratified sequences of clays,
sand, gravel, fossil shell layers and limestone, some of which form hard beds. The
sediments that dip and thicken'to the east-southeast, were deposited on crystalline
bedrock in a marine environment (near and off -shore) during'transgressions and
regressions of sea.level (Figure 3). The section shown in figure 3 is what we would
expect to find in the subsurface from west to east.
Hydrogeology
Within the Coastal Plain, groundwater is stored in unconfined and confined to semi -
confined aquifers. An aquifer is a rock (consolidated or unconsolidated sediments) unit
that will yield an economical quantity of water to wells and springs. The unconfined
aquifer is the first encountered below land surface and is not capped by a low
permeability zone (confining unit). It has several very important functions. It is the zone
that provides recharge to the deeper confined aquifers. Also, the unconfined aquifer is
2

the primary;zone that provides much of the base flow to streams and rivers (discharge).
Lastly the unconfined aquifer is the zone where many pollutants breakdown and are
attenuated, keeping the environment and public health protected. Within the -Coastal. -
Plain, the unconfined aquifer is named ,the Surficial Aquifer (Figure 3). ;
i Feet Approximate limit of study area Feet -
Confined aquifers Lumberton
Su
are water producing 200 ficial Aquifer Wilmington 200
zones,that are Sea -- -Pe o -- utter -? I _ Sea
overlain by a Levef=_- ��a
ck
significant layer of 200 - Uppercape .creek U� f -� 200
low permeability -:.. ne. Fear er
sediment (confining 400 '14�ifer .a 400
unit), whicht.
naturally limits the 600_ 600
amount Of Water Lower Cape Fea;
800 _', Aquifer ;: _
entering and, 800
leaving the water 1,000 -= Confining Unit Bedrock'?~ 1,000
bearing zone. A
series, of confined to -
1',200 p 1d` 20,MiI es=: 1,200.
semi -confined ? ? aquifers underlies 1,400 0. 10 20Kilometers 7 ? 1,400
Vertical Scale Greatly
the unconfined Exaggerated '--
aquifer throughout -
most,of the'study Figure 3: Generalized cross section of aquifers underlying the
southern Coastal Plain study area (Scotland through Columbus
area (Figure 3). Counties) of North Carolina (modified after Smith and others, 1996).. .
The aquifers are
named according to the stratigraphic units. In some areas, a confining unit does not cap
the first productive aquifer (encountered below the Surficial Aquifer). In such an
instance, the aquifers are separated into two distinct units based on their lithology. As
depicted in figure 3, the number and thickness of aquifers underlying the study area
increases from west to east. The depth to bedrock at the Scotland -Richmond County
line is 200-250 feet, where the unconfined aquifer and just one confined aquifer are
identified (Figure 4). At the Columbus -Brunswick County line where the depth to
bedrock is about 1,200 feet, in addition to the unconfined aquifer, there are at least 4
different confined aquifers (Figure 5).
3

Land surface
-' V a �1 .
�''r Confined Aquifer,
pryr
>a • a' tv l
0 r
Figure 4: At the Scotland -Richmond
County line, only the Surficial Aquifer
and one confined aquifer are encountered
below land surface.
1
I anal surface
3 w Y i r f,:ll
y �ryR y'S U, iciial Aquifer,,
_ 3JLIh3�.�ClY _
j,,1,;Confined Aquifer t
a � �
Corifined�Aquifer�' C:
6
G 5 (Confined Acjwfer G
C
Confined Aquifer
) Y
Yy r "µµ;
Figure 5: At the Columbus -Brunswick
County line,
four confined aquifers are
identified below
the Surficial Aquifer.
The southern Coastal Plain groundwater
Coastal_N rtli`Carolira
system is recharged mostly by precipitation.
AvemgeRa,nfai 5 inches'
Precipitation falls to the ground surface and ;.
takes one of three paths. Most of the water
®.
(60-70%) will be utilized within the soil zone
by a process known as evapotranspiration.
This is simply the loss of water by
s
evaporation from the soil,and transpiration
from plants. Only about 10% is transported
�: _: ;-evapotransplratom.. .
directly to the streams and rivers by over
12 rechmg toNrater-tableAquifer
land flow. The remaining 20-30% moves
-local `
through the soil zone and recharges the
117'discharges to stream • /
aquifer system. Figure 6 illustrates this
- '-�Odeqawa6iiferl'
concept by using an average annual water
1" ';contiaedAgniter,
:Figure 6. Example water budget for the Coastal
Plain of North Carolina I -
budget of 50 inches of rainfall for the Coastal
Plain. This conceptual model assumes groundwater is not being withdrawn by wells and
that the amount of water entering the system is equal to the amount leaving the system
(in equilibrium).
The average rainfall amount was derived from a map of statewide annual average
precipitation, which is based on historical data (Figure 7). The average precipitation for
the study area ranges from 37.5-55 inches per year.
4

'
It has been estimated fot northeast North Carolina that about 60-70.%,of. `
flows--"'----''m'_ - -`,_- --~�-__-_ ``�=— _. —
-.^.
This process -- known --"------ discharge. -- Continuous groundwater r -----
tne reason our streams and rivers continue to flow ounng penoonor little or no rainfall..`
The unconfined aquifer acts as an underground reservoir
�
` supply the base flowanalso
for deeper confined aquifers bo�m��.
`- ^`
.
The thn� �tonoa
h�r � be �b redo thousands This',
� ' ' ' '
' retention time umvv not only oupponaetaoxa surface wat
er oorx�ovsoyo|stime for
contaminants break down od� ���������� retained aquifer These '
onbonmina' nohomsbeenthafocuoofnlanynoientdDootudiee.Hovvavar,' =
some types and locations ofoohtanminaboR.a�e too much ofothreat. to public health-,and..,.,,.,::
the environment to allow the aquifer system to nanmedia1e.itom|[ When this oocurslhode.`,.. .
` 'reoponsibhe"anaraquired by state regulations Jo seek alternative,strategies.
The delicate' balance, between groundwater quality mndkand uses that olta[thotguahh/ia `
. difficult to maintain.
. '
,
'
'�~
�. .
Figure annual ����mnNorthCarona.
^
`
^'
Tobetter understand groundwater raohorQeondd|ooharge.,theternain oftha Coastal
Plain can badivid ' . din�o�hn*aFaQi�n�Thevmy f�tuOdando(upland are areas �
auohms{3naeh Co|h:Gxvamporthe B|adenLakes Area, vvhiohamapoorly
drained (Figure 8). Theoeareas are zonaeofrecharge aathe nlovennen-1ofgnuu vm6bnr
is primarily Vertical downward away from the recharging wetlands (Heath, 1997). In

these areas, man made contaminants will impact both the Surficial Aquifer and any
unconfined primaryaquifer beneath. Because the unsaturated zone above the water
table is fairly thin or nonexistent in these areas, there is little beneficial degradation of
contaminants.and wastewater introduced into these areas.
,RECHARGE AREYa - The dry flat uplands and
' �AVN' DISCHARGE AREA sloping uplands (valley
upla dflat5 y slopes) of the area are
7Jr
situated on the margins
of the main e rechargg
aValle. ,' ` , areas (Figure 8)..In these
X, 3' areas there is some
S°IOpeS: ��-?k @ ��y recharge to the Surficial
i Water�table d d and shallowest confined
y aquifer,, however much
rainfall on these areas is
lost to evapotranspiration
Confims bed �� (Heath, 1997).
Figure 8: Groundwater flow paths in zones of recharge and discharge.
Groundwater in these areas is moving with more of a horizontal than vertical component.
The impact of releases of contaminants or wastewater in these areas affects mostly the
upper portion of the Surficial Aquifer.,ln these areas, the unsaturated zone above the
water table imposes beneficial degradation of waste and .contamination moving toward
the water table.
(+ ' The streams and flood plain areas (valley bottoms) of the region are areas where
groundwater is discharging or moving toward the land surface (Heath, 1997). As a
result, contaminants and wastes introduced to these areas•remain close to or on the'
land surface. However, in these areas, wastes or contaminants transported in
groundwater as a result of activities in recharge areas returns to the land surface to be
discharged into creeks and streams.
On figure 6; note that out of 50 inches of precipitation, only one inch recharges the
deeper confined aquifers. This is not tolsay that one inch of recharge occurs within the
confined aquifers everywhere across the coastal plain, but it is an estimated average
that illustrates the limited quantity of water and the large amount of time that deep
aquifer recharge requires (Harden, et al., 2003). Recent studies in the central Coastal
Plain indicate that one inch of recharge to the deeper aquifers within the Coastal Plain
may be an over estimate.
The confined aquifers within the Coastal Plain have historically been very popular
choices for public water systems, municipalities, industries and agriculture to tap
because of their high yield and excellent water quality. The NC Division of Water
Resources has shown in hydrographs for the Cretaceous Aquifer system that water
levels in Bladen County have been declining since the 1970's (DWR, 2002). If all water
users in a region rely on the same source, withdrawing water at rates that exceed
recharge, the water supply will eventually be depleted.
For the purpose of illustration, if one inch of recharge per year reaches the confined
aquifer that a hypothetical municipality is drawing water from, the recharge is equal to
27,154 gallons of water for every acre of land area. This acre -volume of water would
only supply'one average household with water for 2.47 months. To put it another way,

l�
each, household would require a lot equal to-4.86 acres to balance annual recharge and
withdraw. If withdrawal exceeds recharge, depletion of the aquifer gradually occurs..
Very few towns or municipalities have the minimum lot size needed to meet these
criteria.. This example does not consider• groundwater used for commercial and
industrial use.
t
rf a a A
s dux' k
--"*�.`�l %b`1, +'i��'i• "5. t 4c,V,ae�.. ) 4�,� t""e" . a , �`s aY�'�
>,at°y'
hr,
Figure 9: Recharge .(inches/year) of the Surficial Aquifer based on soil type.
The unconfined aquifer receives an average of...12 inches of recharge per year (Figure -
9). One inch'is estimated to continue its downward migration into the confined aquifers
below, with 11 inches remaining; slowly discharging to local streams. If the unconfined
aquifer were to be utilized for the municipality's water supply, this annual amount of
water available for use is 11 times greater than the recharge received by the'confined
aquifer..
In parts of the Coastal Plain, the deeper confined -aquifers are -over -used. Exceeding the
safe yield (Heath, et al., 2003) has created a need for alternative water supplies and is,
the reason why increasing demand may be placed on the shallow confined and semi-'
confined aquifers., Because of the water demand, water quality protection and increased
utilization of groundwater derived from the shallow unconfined and semi -confined
aquifers will become more important into the future.
7

i
Research Site Details
Within the described study area, 17 research sites were evaluated for determining the
groundwater quality and the characteristics of the near surface aquifers (Figure 10).
Each county contains a minimum of 2\sites that are incorporated into this study. Figure
10 shows the location of each well site. Each, site is described in detail and grouped
according to county.
,Research Station Locat ons:
A47
Boundary,
I'D .'0 10 '20, Miles`
Figure 10: The location of each research station location is depicted on the map.
Scotland County Sites
Jordan Creek Sand Hills Game Land Site
The Jordan Creek Sand Hills Game Land research site is located in the north west part
of Scotland County)three miles south of the town of Hoffman. It is at an elevation of
approximately 433 feet above mean sea level. Bedrock is encountered approximately
370 feet below land surface. At this study site, groundwater quality from two zones was
evaluated. The upper zone extends from 23 to 33 feet, below land surface (U50 s5). The
8
i

lower zone extends from 99 to 124 feet below land surface (U50s6). Land use around
this site consists of forestryand wildlife game management. A wildlife food plot, where
various seed and' browse.crops are planted to enhance.wildlife populations and health; is ``
adjacent to well number U50s5. "
Stewartsville Recycling Center Site
The Stewartville Recycling Center research site is located in the south central part of
Scotland County, 0.46 miles from the state line along Highway 401. It is at an elevation
of approximately 193 feet above mean sea level: 'Bedrock is encountered approximately
370 feet below land surface. At this study site, groundwater quality from two zones was
evaluated. The upper zone extends from 23 to 33 below -land surface (X50s1). The lower
zone extends from 80 to 90 feet below land surface (X50s2). Land use,around this -site: `
consists of a mixture',of forestry,. residential and a controlled access solid waste
collection station; which is located directly adjacent to both of study wells.
Hoke County Sites
McCain Sanitorium Site
The McCain Sanitorium research site is located in the north"west part'of Hoke County, 9
miles north west of Raeford off, Highway 211., It is at an -elevation of approximately 350•.
feet above mean sea level. Bedrock is encountered -approximately 300 feet below land
surface. At this study site, groundwater quality from one zone was evaluated. This zone
extends from 82 to 92 feet below land surface (T48i2), ,The land use around -this site is
forestry. 'During the study period-, the timber around the well location was harvested and -
reseeded with longleaf pine seedlings. .
Raeford DOT
The Raeford DOT research site is located in the central part of Hoke County, in Raeford
just north of the Burlington IndustriesPlant. It is at an elevation of approximately'280..,:
feet above mean sea level. Bedrock is encountered approximately 270 feet below land
surface. At this study site groundwater quality from two zones was evaluated. The
upper zone extends from 33 to 43 feet'below land surface (U46e7). The lower zone
extends from 62 to 101 feet below land surface, (1)46e6). Land use around this site
consists of a mixture of residential and industrial.. Directly adjacent to the site, is a State
owned DOT facility that contains, equipment garages and an underground fuel storage
tank system.
Robeson County Sites
Marietta School Site
The Marietta School research site is located in the southern part of Robeson County,
near the NC SC state line along SR 2277. -It is at an elevation of approximately 92',feet
above mean seal level. Bedrock is:encountered approximately 450 feet below land
surface. At this study site, groundwater quality from two zones was evaluated. The
upper zone extends from 30 to 40 feet below land surface'(131345m6). The lower zone
extends from 107 to 112 feet below land surface (BB45m5). Land use around this -site
consists of a mixture of residential and agricultural' uses. The wells are situated on the
playground of a closed school.
Rowland School Site
The Rowland Elementary School research site is located in the western part of Robeson
County, near the NC -SC "state line along Highway 301. -It is at an elevation of 142 feet
9

above mean sea level. Bedrock is encountered approximately 375 feet below land
surface. At this study site, groundwater quality from two zones was evaluated. The
-' upper zone extends from 31 to 41 feet below land surface (Z47m5). The lower zone
extends from 73 to 78 feet below land surface (Z47m4). Land use around this site
consists of a mixture of residential and commercial uses. The wells are situated
between the school playground and a rail line that parallels Highway 301.
Magnolia School Site
The Magnolia Schoorl research site is located in the northern part of Robeson County,
6.5 miles south of St. •Pauls, along Highway 301. It is, at an elevation of approximately-
146 feet above mean sea level. Bedrock is encountered at approximately 380 feet
below land surface. Groundwater quality from two zones was evaluated at this study
site. The upper zone extends from 21 to 31 feet below land surface (X44k4). The lower
zone extends from 144 to 154 feet below land surface (X44k6). Land use around this
site consists of a mixture of residential and agricultural uses. The wells are situated on
the edge of the school property between athletic fields of the school and a newly
developed park that was previously an active farm field.
Rex Rennert
The Rex Rennert research site is located in the northern part of Robeson County, about
7 miles north east of Red Springs along Rennert Road. It is at an elevation of 185 feet
above mean sea level. Bedrock is encountered approximately 350 feet below land
surface. At this study site, groundwater quality from two zones was evaluated. The
upper zone extends from 20 to 30 feet below land surface (V45u7). The lower zone
extends from 65 to 90 feet below land surface (V45u3). -Land use around this site
consists of a mixture of residential and agricultural uses. The wells are situated on -the
down slope position near the edge of the school property. Also a row crop field under
active cultivation exists adjacent to well V45u3.
Littlefield
The location of the Littlefield Site is in the east part of Robeson County in the Littlefield
community along Highway 41. It is at an elevation of 140 feet above mean sea level.
Bedrock is encountered at approximately 465 feet below land surface. At this study site,
groundwater quality from two zones was evaluated. The upper zone extends from 10 to
20 feetibelow land surface (Y42f12). The lower zone extends from 140 to 145 feet
below land surface (Y42f11). Land use around this site consists of a mixture of
residential, agricultural and commercial uses. The wells are situated on the edge of the
school property. Adjacent to the wells are playground areas and a large subsurface
septic system drain field that serves the school.
Bladen County Sites
Bladenboro
The Bladenboro research site is located in the west central part of Bladen County, south
of Highway 211 and between Bladenboro and Abbottsburg. It is at an elevation of 106
feet above mean sea level. Bedrock is encountered approximately 570 feet below land
surface. At this study site, groundwater quality from two zones was evaluated. The
upper zone extends from 25 to 35 feet below land surface (Z41 u1).. The lower zone
extends from 100 to 110 feet below land surface (Z41u4). Land use around this site
consists of a mixture of agriculture and forestry. The wells are situated in an area that
has recently been harvested. Also a row crop field under active cultivation exists about
100 feet away, across the highway.
10

Turnbull Educational State Forest
The Turnbull Educational State Forest research site is located in the central part of
Bladen County, about 3 miles north of Elizabethtown along. Sweet Home Church Road.
It is at an elevation of 64 feet above mean sea level. Bedrock is encountered
approximately 495 feet below land surface. At this studysite, groundwater quality from
two zones was evaluated. The upper zone extends from 23 to 33 feet below land
surface (X38y1). The lower zone extends from 215 to 235 feet below land surface`-s.
(X38y2). Land use around this site consists of forestry. The wells are situated at the
end of an old airplane runway that is no longer used. The runway is surrounded by state
forestland containing various types of managed forest plots.
Kelly
The Kelly research site is located in the southeastern part of Bladen County, near the
Kelly community along Light Wood Knot Road. It is at an elevation of 28 feet above
mean sea level.. Bedrock is encountered approximately 680 feet below land surface. At-..,._
this study site, groundwater quality from two zones was evaluated. The upper zone --
extends from 10 to 14 feet below land surface (AA35n1). The lower zone extends from -
74 to 84 feet below land surface (AA35n3). Land use around this site consists of'a
mixture of residential uses, agriculture and forestry. The wells are situated on property
occupied by an old school that is now being used as a remote educational facility
operated by Bladen Technical College.
Sampson County Sites
Halls School
The Halls School research site is located in the north central -part of Sampson County, in
the Keener community along Highway 701. It is at an elevation of 177 feet above mean
sea level. Bedrock is encountered approximately 400 feet below land surface. At this
study site, groundwater quality from one zone was evaluated. This zone extends from
19 to 29 feet below land surface (S35g5). Land use around this site consists of a
mixture of residential uses, agriculture and forestry. The well is along the edge of a
former school property just a few feet from a field under active row crop cultivation.
Six Runs
The Six Runs research site is located in the south central part of Sampson County,
about 9 miles south of Clinton along Highway 421. It is at an elevation of 65 feet above
mean sea level. Bedrock is encountered approximately 433 feet below land surface. At
this study site, groundwater quality from two zones was evaluated. The upper zone
extends from 13 to 23 feet below land surface (V35u9). The lower zone extends from 63
to 82 feet below land surface (V35u5). Land use around this site consists of forestry.
The wells are situated in the edge of a wooded area adjacent to a state DOT Rest Area.
Ivanhoe
The Ivanhoe research site is located in the southern part of Sampson County, near the
intersection. of Ivanhoe Road and Eddie L. Jones Road. It is at an elevation of 25 feet
above mean sea level. Bedrock is encountered approximately 580 feet below land
surface. At this study site, groundwater quality from two zones was evaluated. The
upper zone -extends from 28 to 33 feet below land surface (Y34p3). The lower zone
extends from 181 to 220 feet below land surface (Y34p2). Land use around this site
consists of a mixture of residential use, agriculture, and forestry. The wells are situated
along an access road to a state maintained boat launch ramp.
11

I ;\
�l
Columbus County, Sites
Lake Waccamaw
The Lake Waccamaw research site is located in the central part of Columbus County,
north of the town limits of Lake'Waccamaw between Highways 74-76 and 214. It is at
an elevation of 63 feet above mean sea level. Bedrock is encountered approximately
678 feet below land surface. At this study site, groundwater quality from two zones was
evaluated. The upper zone extends from 41 to 51.feet below land surface (CC38b5).
The lower zone extends from 112 to 122 feet below land surface (CC38b6). Land use
around this,site consists of a mixture of residential, commercial, agricultural uses and
forestry. The wells are situated inside an area used as a pasture for horses and cattle.
Clarendon
The Clarendon research site is located in the western part of Columbus County, north of
Tabor City along Sidney Road. It is at an elevation of 100 feet above mean sea level. `
Bedrock -is encountered approximately 880 feet below land surface. At this study site,
groundwater quality from two zones was evaluated. The upper zone extends from 41 to
51 feet below land surface (DD42n1). The lower zone extends from 238 to 248 feet
below land surface (DD42n4). Land use around this site consists of forestry. The wells
are situated on the edge of an area used for production of southern yellow pine trees
with an access road and drainage ditch approximately 40 feet to the east.
ANALYTICAL RESULTS
Groundwater from 32 wells screened in the Surficial and shallowest confined aquifers
was analyzed for 41 parameters for four consecutive quarters. Historical data are
included when available. Only those constituents detected or of primary concern will be
discussed, including hardness, total organic carbon (TOC), total dissolved solids (TDS),
nitrate, iron, manganese, lead, aluminum, bicarbonate, calcium and zinc.
Both Piper and Stiff diagrams are presented in Appendix 1 and Appendix 2, respectively,
which depict groundwater geochemistry of the samples collected. The trilinear Piper
diagram shows anion and cation groups based on a percentage of the sample (Driscoll,
1986). The points plotted within the diamond are grouped to show the relative water
composition (Appendix 1). This analysis is used to group water samples with similar
geochemistry. The Stiff diagram is a pattern analysis, which is also used to group water
of similar geochemistry over a large geographical area (Appendix 2) (Driscoll, 1986).
Based on the analysis of Piper (Appendix 1) and Stiff diagrams (Appendix 2),
groundwater quality data indicate there are four types of groundwater (Type A-D). The
types range from calcium bicarbonate (Type A) to sodium chloride (Type B) (Figure 11).
Type C is primarily a sodium chloride type with varying concentrations of. bicarbonate
(Appendix 1). Type D has variable sodium chloride and bicarbonate.
12

- j'
Type A Groundwater
Surficial Aquifer
,cf R
7 sir My - .ml<
aslu w Srt_kl ; _ ' rCl rAgA1 }ry,� .
n A M w+w
G,v anf�Y*t) lrn S
i J �4�y ✓.yYY.Y �� Y�cpo i
Jn.t-t jti�rv\c�: `����.F•�r JK "' T�',�'.
7i- ����ds--\
wa „ o!
)- � s CM12 ANIO
Type A Groundwater
First Confined Aquifer
6.\% Y
PwlF4.V \ l }�A �\b ran,n
v w�3
Amp^
Type B Groundwater
Surficial Aquifer
4�I hap!>,�iti�
44
Grw^ii ICQ." v MG
CATIONC
Type B Groundwater
First Confined Aquifer
E'ro 4
i5a
I
�TIFYSP Y1Vii1 0�fh-}�� '1 4-� 1=1-f�
V.
N )ter , .�a.
fsViwn lCnl Ns.iC ,Cf
CAI IONS A^'0
Figure 11: Piper diagrams of groundwater Types A and B from the Surficial Aquifer and the first
confined aquifer. Groundwater types range from calcium bicarbonate to sodium chloride. The
diagram produced for each groundwater type is presented in Appendix 1.
Surficial Aauifer
Fifteen wells were used to determine groundwater characteristics of the Surficial Aquifer.
Overall, groundwater in the Surficial Aquifer has a high iron, manganese, aluminum, and
bicarbonate signature (Appendix 3). Within the Surficial Aquifer, Type A groundwater is
identified in wells screened in the Waccamaw, Black Creek and Cape Fear Formations
(Figure 12). Wells that produce Type B groundwater are screened in the Black Creek
and Middendorf Formations (Figure 12).
13

!.
Kc
A
U`3
3
°Y4
Groundwate rT-T-Yples
m Surfdaim 'eA, PY -
p Surficial TypeB
$B45
CC 8b5-
suifcial Type C :: ,q
o suifciafType D
K ;Tpyw f
cGe`ologic Formati'on`s '
PinehursYFormation
Tpyw UVaccamaw, Formation
_ p�Yorktown Formation.
t Tec-=Comfort Member ar;d New Hanover Member (undivided) '
`Pee Dee'Formation-
,q Kb.-Black``Creek Formation'
"z Km U0 endorf Formation
0�, 10- 20� :Mlle's
Kc ;`Ca a Fear;Formation
Figure 12: The research station locations screened in the Surficial Aquifer are shown on a-.
geologic map of the study area and indicated according to the groundwater type that is produced.
The colored units of the geologic map indicate the rock or sediment formation at the ground
surface.
Over the one-year sampling period, 4 wells (Z41 u1, CC38b5, Y42f12, and Y34p3)
consistently produced groundwater with a TDS content, but not at values that exceed the
North Carolina (15A NCAC 2L) Groundwater Standards (Appendix 3). Groundwater with
a TOC content above the State's action level of 10 parts per million (ppm) was detected
in well X38y1 during the first and fourth sampling events. Nitrate was detected through
the four sampling quarters above Groundwater Standards in only one well used in the
study (Y42f12). Iron was detected at concentrations as high as 83 times the
Groundwater Standard of 300 parts per billion (ppb) (well Z41 u1). Only three wells
produced moderately (60-120 ppm) to very (180+ ppm) hard water. The mean hardness
is 46 ppm in the Surficial Aquifer.
Shallow Confined Aquifers
Seventeen wells used in this study, are screened in the shallowest confined aquifer.,
which are within the Pee Dee (5 wells), Black Creek (8 wells), or Upper Cape Fear (4
wells) Aquifers. Groundwater analyzed from the Pee Dee Aquifer generally has high
iron, magnesium, TDS, calcium,' and bicarbonate. Two wells produced groundwater with
14

consistently high (above Groundwater Standards) manganese signatures (DD42n1,
Z41 u4).
Only three of the eight wells screened in the Black Creek Aquifer consistently produced
groundwater with high iron (Y42f11, X446, and V450). Each of the four wells
screened in,the Upper Cape Fear Aquifer and three wells screened in the Pee Dee
Aquifer produced groundwater with a high iron signature. Only two wells screened in the
shallow confined aquifers produced moderately hard water through most sampling
quarters. The mean hardness for the first confined zone is 62 ppm.
Groundwater Contamination
Contamination within the shallow aquifer system already exists within the Southern:;..,
Coastal Plain study area. Based on a query of the Groundwater Section's Pollution
Incident Database, 95 contamination sites were identified. These include discharges
related to surface spills and underground leaks not associated with underground storage
tanks (UST's). There are approximately 640 additional sites where releases from UST's
have'been reported. This incident list should not be considered comprehensive. Parties
identified as responsible for the contamination are required by the State to remediate the
soil and/or groundwater to specific standards.
Also, a study was completed by several collaborators to evaluate the potential source of
nitrate contamination of the Surficial Aquifer within the Keener area of Sampson County
(LAW, 1997). The contamination was identified during a statewide private well
screening program sponsored by the Governor's Office in 1996. The study concluded
that the contamination was the result of several different sources, including septic
systems, fertilizer, and naturally occurring soil nitrogen. It was also noted that there
appears to be a direct relationship between contamination and well construction
standards and depth. As demand on the shallow aquifer system increases, care must
be taken to prevent contamination of groundwater that may be needed as a drinking
water supply.
INTERPRETATIONS
Groundwater quality varies by aquifer and geographic location. Within the Surficial
Aquifer and shallow confined aquifers, groundwater ranges from calcium bicarbonate to
sodium chloride. The calcium and bicarbonate is most likely the result of dissolution' of
natural shell material. Overall, water in the Surficial Aquifer and shallow confined aquifer
is soft to slightly hard. Groundwater in the first confined zone (62 ppm). has a higher
mean Hardness value than the Surficial Aquifer (46 ppm). For each of the four research
stations that produced Surficial groundwater with a high TDS content, the corresponding
well screened in the shallow confined aquifer also produced groundwater with a high
total dissolved solid content. Due to the limited extent of this study, the source of the
TDS is unknown, but may be the result of land use activities. The elevated
concentration in the confined aquifers may be the result of well construction and/or
condition. One quarterly sample taken from well X38y2 returned a hardness
concentration of 530 ppm, skewing the mean hardness for that zone. The pesticide
parameter, 4-nitrophenol, was detected at a low concentration during the first of four
sampling events. The isolated occurrence is most likely due to sampling technique -or
lab error.
CONCLUSIONS
This study is limited in its extent. However, some conclusions and recommendations
15

can be drawn based on the data collected (note: complete data set and GIS maps
submitted in electronic form to SCPGWAC; geochemical diagrams and a partial data set:`
are provided in the appendices). In most cases the Surficial Aquifer of the study area -
has not been extensively developed for public utility or industrial water supply systems.
This is because of the limited yield and poorer water quality, -which requires more
treatment. A notable exception to this is found in certain areas of the Sand Hills. Also, =
because water in the Surficial Aquifer is unconfined, the level of water below the land
surface is free to fluctuate depending uponstream flow or recharge from rain. Because
of this fluctuation, the quantity of water that can be drawn from the unconfined aquifer
changes throughout the year. Very little published information exists about the
composition or quality of the shallower groundwater units of the study area.
In some areas, the shallow aquifers are the only economical source of'groundwater
supply because deeper confined aquifers reportedly contain elevated chloride. Because
-of limitations of available water and anticipated restriction on usage of deeper aquifers in
the planning area, the quantity of water available in the Surficial Aquifer and the first
confined aquifer may, in the future, be given consideration as an important source of
recoverable water.
RECOMMENDATIONS
• Land use planning should consider soil permeability and groundwater recharge
rates when siting potential pollution sources.
• Although any of the three terrains described in this.report may be selected for a
shallow well location, areas located near any of the following activities should be
carefully considered or avoided:
➢ Areas of known groundwater contamination resulting from industrial or
_ - commercial releases of chemicals'
➢ Proximity to onsite domestic waste systems
➢ Areas where there is or will be land spreading of municipal and/or
industrial waste
➢ Areas where there are lagoon or spray fields used for the handling of
animal waste
Sanitary landfills and other solid waste disposal sites '
➢ Quarries and borrow pits
• County well construction ordinances should be developed and employed to
promote proper well construction standards and prevent contamination in the well
or water supply zone(s).
• Develop a program to provide assistance for properly abandoning unused and/or
improperly constructed wells.
• Continue to monitor groundwater quality by use of a comprehensive monitoring
network.
• Research the effects of land use and growth.
• Properly locate and maintain septic -systems.
• To adequately protect/preserve groundwater quality, an aquifer sensitivity
evaluation should be conducted.
• Further groundwater quality investigations should be conducted to adequately.
characterize the shallow groundwater system. Additional research stations
should be added .to the established network and monitored over a period of time.
The underlying geology at each station should also be evaluated to identify any
depositional environment and groundwater signature correlations.
W.

REFERENCES
Driscoll, F.G.V 1986, Groundwater and wells, 2"d ed., Johnson Screens, St. Paul, MN
1089 P.
LAW Engineering and Environmental Services, Inc., 1997, Nitrate Source Investigation
Study; Selected wells in Sampson County, North Carolina, prepared for North Carolina
Pork Council, 39 p.
Heath, R.C.; and Spruill, R.K., 2003, Cretaceous aquifers in North Carolina: analysis of
safe yield based on historical data, Hydrogeology Journal, v. 11 p. 249-258.
Heath, R.C:; 1997, Aquifer -sensitivity map of Brunswick County, North Carolina:
Unpublished report to the Brunswick County Planning Department, 17 p.; 1 pl.
Harden, S.L., J.M. Fine, T.B. Spruill, 2003, Hydrogeology and ground -water quality.of
Brunswick County, North Carolina: U.S. Geological Survey Water -Resources'
Investigations Report 03-4051, 90 p.
NC Department of Environment and Natural Resources, Environmental Management
Commission and Division of Water Resources, 2002, Proposed Bladen County Capacity
Use Investigation Scope of Work and Timeline for Completion, 5 p.
Smith, D.G., E.D. George, and P.L. Breton, 1996 Water resources data: North Carolina
water year 1995; vol. 2 ground -water records, U.S. Geological Surrey Water Data .
Report NC-95-2, 274 p.
Stuckey, J.L., 1965, North Carolina: Its geology and mineral resources: Raleigh, North
Carolina Department of Conservation and Development, 550 p.
Wilder, H.B , Robison, T.M., and Lindskov, K.L., 1978, Water resources of northeast
North Carolina: U.S. Geological Survey Water -Resources Investigations 77-81, 113 p.
Winner, M.D., and Coble, R.W., 1996, Hydrogeologic framework of the North Carolina
l Coastal Plain, U.S. Geological Survey ProfessionaPaper1404-1, 106 p.
C11
17
n

APPENDIX I
'Available on CD. Please contact Michelle Rollins at 919-715-6697.
APPENDIX 2
Available on CD. Please contact Michelle Rolli6s at 919-715-6697.
APPENDIX 3
Available on CD. Please contact Michelle Rollins at 919-715-6697.
1. 18

Michael F. Easley
Governor
Williams G. Ross Jr., Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
DIVISION OF. WATER QUALITY
April 2.3, 2001
M E M O R A N D U M
TO: Arthur Mouberry
DWQ-GW Section, RCO
Parker -Lincoln Bldg.
FROM: Art Barnhardt, F I
DWQ-GW SectionI
SUBJECT: Request For Investigation
Rehabilitation of 23 Wells
Southern Coastal Plain Study
As you know, the Section, is assisting the
Southern coastal'Plain Groundwater Association
with. determining the groundwater quality in
selected aquifers in the southeast portion of
the sate.
This RFI is related to that effort. Prior to
collecting samples from these selected wells,
pumping and surging them using compressed air
to remove suspended solids, corrosion and .
mineralization is needed.
FRO, W.iRO and the Planning Branch are involved
in this study. I recommend contacting me, Ray
Milsoh or Gina Williams for additional
specific information if, eeded.
CEP
Customer Service Division of Water Quality / Groundwater Section
1 800 623-7748 225 Green Street — Suite 714 Fayetteville, NC 28301-5043
Phone: [phone] Fax: [phone] Internet: http://gw.ehnr.state.nc.us

11- WELL LOCATION:.,(ShowsketCh'of the location below)
Neatest Town:
County:
Community, or Subdivision and Lot No,) DE M�
2. OWNER
From TO
ADDRESS �L4c 5'3
(Street of Route No.)
—7
l'own State' Zip Code
3. DATE DRILLED '
USE OF WELL
4. TOTAL DEPTH
.5. CUTTINGS COLLECTED YES -NO[]
6. DOES WELL REPLACE EXISTING WELL? YES'D. NOLR/=�
7 STATIC WATER L,EVELBelo-w-Top of Casing- FT.
21 - -
8. TOP OF CASING IS (Use'+' If Above Top of Casing) -
-FT. Above Land Sdrface2.'
'ca-ging Terminated av-r below land surface Is Illegal unle'ss a V"'a4rlancd is issued
in accordance with 1 5A NCAC 2C .011 a ­ / - 7.4
I.
­�I±_ METHOD 17
9- YIELD WPM)' OF TEST
10. WATER ZONES (depth):
r-1,11 I
Ir -
M Type 44/ _-IV Amount If addilional apace Is needed
CASING:
DRILLING LOG
Forn.isdon Description
P,
Wall Thickness LOCATION SKETCH
From Depth Diameter or Wei' hVF Material (Show direction and distance from at least two State
To F t.
Roads, or other map reference palms)
From-- To- Ft.-
From To Ft- <
1'3. GROUT:
Depth. Material Met od
Frorn To
Ft.
tA
Rom I To Ft.
14. SCREEN:
Depth Diameter Slot Qiw% Material IN -
From To Ft In. ccj/O in.
Fropi To Fl.- in. in.;-
From To Ft. in. in.
15. SA_Nd/GRAVEL PACK,
Depth size
From .1 . 0 _541 Ft. -n &M-
From 41 _- To - a
16. REMARKS,,-­�­
AS
I DO HEREBY CERTIFY THAT THIS WELL W' " CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C, WELL
CONSTRUCTION STANDARDS, AND THAT A COPY O(.'THIS RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
J* I"
I REV. M1
SrGNATURLrOF CONTRACTOR OR AGENT
DATE
Submit original to Division of Environmental Managementand copy to well owner.

Ivor -to l•atonna - unn:Irrillalr,r n, 1_•,u rnn.nn..: _,�•_._...__...-----_
Wall Thickness LOCATION SKETCH
Depth Diameter- or Woij7hvFt. Material . (Show direction and distance from at least two State
From To- c. Ft. ---o._ O GA"",Q ash' Roads, or other map reference points)
Frol7t—.__ — To Ft. —
Fro m TFt.—v..• "� -
o _
13, GROUT: -
Depth. Material / M .t r L1.�+.:- •
.From To Ft. �' - :d��
From r/.
--L= TpceeA:
14. SCREEN:, •.. �}, - W
Depth Diameter Slot Size>`= Material
From : a 5� Ft in. d.2j0
From To Ft. in. In.
From , To Ft. In.
1 S. SANd%GRAVEL PACK: '
Fr ^ . Depth T ar Size titer �!
r
orn- : _ 0 ` Ft. mat •e
From To
16. REMARKS
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C, WELL
CONSTRUOTION STANDARDS, AND,THAT A DOPY QF.THIS RECORD HAS BEEN PROVIDED TO THE WELL OWNEk
GW t ftEV: A/9 SIGNATURE o CONTRACTOR OR AGENT DATE
Submit original to Division of Erwironmental-Managerrient and copy to well owndr. .

_"' i +�ui��ia livParvnent or trrtvironment, Health, and Natural Flesources .
- Division of Environmental Management - Groundwdler Section ��i•-- �'i?' ^i 4,F•, '
y P.P. Box 29535 - Raleigh, N.C. 27626-PS36
.Phone [phone] ,#
• .. __ . _• - ,:; • fir, , • •
:t
WELL CONSTRUCTION �:„•ter . _'; RECORD �l�l'�� Jb'.;:.',�•^••:i�:�+' `�'•�:;�Y.��•::,,,;�••; �.
LING CONTRACTOR: D$? rJg11 '
DRILLER REGISTRATION NUMBER: STI4TEiNEk�COWSTRUCT1bN
P6RM�t1tltM9ElR:� ..
1- WELL LOCATION: ( how Sketch of the location below)
Naarest Town: 1l •• aX,. - -
/� - f Counly:
Sao ticoT
2, OWNER : f%f,Subdivion a� Lot No.) DEPTH "
—�. DRILLING LOG
ADgRESS='%! �,3 From -To Formation Description
(Street or Route No.)
City 6r Town State' -
3. DATE DRILLEDZip Code
l�'-_1f/ USE OF WELL'r✓il�►il�„'� �'
4, TOTAL DEPTH
5. CUTTINGS COLLECTED YES E�JN i
6. DOES WELL REPLACE EXISTING WELL? YES.
.0 . Np ��? `s—'-
7- STATIC, WATER LEVEL Below•Top of Casing: , z Z y�
(Use "+" if Above Top of Casing) 'r, aa.
8, TOP OF CASING IS
FT�/�/,
. Above Land • .• Casing Terminated eVor below land surface la Illegal unless a verlance Is issued
in accordance with 1SA NCAC 2C .Oils 7.��-^ -
9. .YIELD (gprn): METHOD OF TEST `
10. WATER ZONES (depth):------------
11. CHLORINATION: Type
• CASING 7 Amount If additional space is needed use beck of form
Depth Wail Thlci `4ss
p Diameter or Weigl FL m_ Mate j
Froc-To,Ft. 2_ ✓�� S
17
From r To Ft.
From -----To Ft,
13.'GROUT:
De th
�� P / Material
From YO
0
From / To —� Ft. �- �r , �.
14. SCREEN:. s'
D, 1 'Diameter Slot Size { Material
.From .�,�T13 o Ft , fi / e iri.. 'In.
From''_- --- To Ft._ in.
To,_ Ft. In,
in
SAND/GRAVEL PACK: xt.
Depth Size Material
From a'�.` To J.3" +� Ft. 224T `
From To Ft
16. kEMARI<S;%Q».�'. ,r %-r.-- /' _
I DO HEREBY CERTIFY THAT THIS WELL WAS cot
CONSTRUCTION STANDARDS, AND THAT COPY
LOCATION SKETCH
(Show direction .and distance from at least two State
Roads, or other map reference points)
45
CTED 1N.A000RDANCE WITH 15A NCAC 2C, WELL
'IS RECORD HAS BEEN PROVIDED TO -THE WELL OWNER.
:.,W I REV. 9/91
SIGNATURE OF CC RACTOR OR AGENT - GATE
Submit original to Division of Environmental Management and copy to well owner,
. .
i

iayiui �,munn.y - ut'IMrttnyni ut cfiwiunrnant, meann, aria maturai ilesourcoS x• . ;,.
Division of Environmental Management - Groundwater Section
' P.O. Box 29535 - Raleigh N:C. 27626 0535 OUACI:•,11( =°- ".' "5`�{
' Phone (919) 733 T,, ti�..'":..-..�a�-- r. �q, ,,..:• � ••_.
�'�+
%I ,�+tlridr Bb1li1�,
WELL CONSTRUCTIONRECORD
DRILLING _ Beslrt.t:odssn'''Y,,_`.�•%:=_�l:x+.•, "•,•+•, _,.,fs�i,., •.
TOR: G CONTRAC ;�a'%l� Neder•Eni'_�, z.`..�::` ��..,.-
DRILLER REGISTRATION NUMBER: /sprJ STdrtTEP-.EBbd1T=rp{11itAABbR:
,
1. WELL LOCATION:
hovv sketch of the location below)
NeareGt Town: _ �t __,^s t„e.� • County: ���
(Road!Community, or Subdivision and Lot No.) DEPTH
2. OWNER �% �/��' DRILLING LOG
ADDRESS_ _kl 5•F<* From , Te p,
Formation Description
(Street or Route No.)
Cil o/Town
State
�" a G •—�
Y e r
ZIP r
p Code - -
-''3. DATE DRILLED =�?-G 6 'USE OF WELL
- 4. TOTAL DF_PT14 _ _ 3• s �-
5. CUTTINGS COLLECTED YES []-- NOD 6. DOES WELL REPLACE EXISTING WELL? YES [� NO[;;I--
7. STATIC WATER LEVEL Below -Top of Casing: FT-s���
--
(.Use's it Above Top of Casing)
8_ TOP OF CASING IS
_Z4__ FT. Above Land Surface" I�
Casing Terminated at/or below land surface is Illegal unless e;verlence Ia issued
l6 accordance with 15A-NCAC 2C mils .2 S d
9. YIELD (gpm): 3_ METHOD OF TEST
10: WATER ZONES (depth): S
11- CHLORINATION: e T: � �l/�9
YP . .� Amount -mot— If additional space is needed use back of form
•'. CASING: .
Wall ThicKness LOCATION SKETCH
k
Depth / Diameter or Wei huFt. Material (Show direction and distance from at least two State I"J
From O To -Gw4 I-. Ft..•Z____- Roads, or other map reference,polnts .,• �---::
From To ' Ft.—C,� r
From -To Ft.
13. GROUT:, t:�^�.�. <_�, � • •b
Depth Material M�pp r • % . r\
From To —� Ft. •-I�r }?�c.G.S/d`� �� -�•
From To � Ft. , ' J _.
14. SCREEN: p (�NA
Depth,, p Diameter Slot Size Material
From To .�zl Ft in. ,d/a in.
Ft. in.
From' —_ _ _ To — in.' `-- e•
From Ft. i n. To _ ,
in ;
15-C /GRAVEL PACK:
I
5
Depth Size _ ! i s
Pro III To�.
From ,To j .: •• � � o
16. REMARKS: 'a —"^� r
I DO HEREBY CERTIFY THAT THIS WELL WAS CONS?TRUCTED IN ACCORDANCE WITH 15A NCAC 2C, WELL
CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS RECORD HAS BEEN PROVIDED THE WELL OWNEFi:,'r
GW-t REV. gig m SIGRXTURE O CONTRACTOR OR AGENT • DATE
Submit original to Division of-Errvironmental Management and copy to well owner,

r
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• Hamlet Hospital q (O.,s�s.Z
For: Jordan Creek Site -
1418-
aEast Side Park
Bunker Hill =`=�
° Ebiladelphia
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Glenwood °
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I North Hamlet
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4 ,
Hamlet, �e i
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Streets98 •
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DRAFT
RFOU FOR* VESGATIO (RED
Instructions for Request For Investigation Form: Please verify the RFI package contains all of the
following items. Please compile package in the order listed below using paper. clip or binder clip;
.•�� PLEASE DO NOT STAPLE: Failure to include all Items may result in a delay in processing request.
Please use black pen if filling out form by hand; avoid highlighters or other non -reproducible s ritirig
instruments on maps.
Fes;
Transmittal memo frorn/through Regional Supervisor to Central Office requesting this investi"-itliaa .
[� Completed Request For Investigation (RFI) fon-n/checklist ,.
Pollution Incident Reporting Fomt.(PIRF)
Signed Land Use Agreements (LUA) for all properties to be included in the investigation (Includes all
drilling and/or sampling locations)
MAPS:
[Regional Map showing directions to site from main highway or other major artery (please usn one of
the following maps where appropriate. USGS 7.5' quadrangle; DOT county road map;', NC Atlas
and Gazetteer 1.150,000-scale map)
).
yLocai Area Map, showing affected properties with owners name(s), location of contaninate *c . s .
and proposed drilling locations (county tax map preferred, aerial photo or neatly band;ra'�vvn up
acceptable)
'Directions, phone number, and location map of nearest hospital (may be combined with Regi i' � Map)
SUPPORTING INFO ATION RF AVAILABLE):
Laboratory report(s) of previous'sampling and testing
[r"OtiVell Construction Records of any previously installed monitoring wells
[ Well constriction data for affected private supply wells (e.g., type of well, date,.df 1nS114-tion, IOMI
depth, casing depth, screened interval, well logs, etc.)
Other supporting information (please list);
Other relevant information not Included with this RFI package, but.availab-le in I've it;r�l °office
Project Files (Consultant's reports, newspaper articles, etc.):
Signature of persorrnverifXing review and completeness of attached PM package:
Signature •t 1 .
RFI.doc

DRAFT
RIN
GENERAL INFORMATION
Incident NUffib
Incident/Project Name:
W/A
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Requester's Name:
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Type Contamination Expected (list compounds, If known):
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SITE LOCATION
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DRILLING INFORMATION
Proposed Drilling Method: Estimated Depth
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Proposed Decontamination Location: Estimated Depth to Groundwater
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Proposed Disposal Facility for Contaminated Source of Clean
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Biological Exposure Potential (on -site poisonous plants and animals, otherild.arflm'"
S'� � Li G� S t S ;.i � � �� � rn (;�?�'✓ , �Ca�, / �i G� S f � r'i-At1i� ., - - . ' - �`
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R.OU SI FOR ZNVE LIGATION (RFIj -

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Inspection Date: Time: �,,r✓�
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Site Name and Incident No: 4
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Site Address: �'`�-� r w
County: State: 11fi:1�..
Site Contact: —& Phone: a ;.dii
Directions to Site:
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INCIDENT DESCRIPTION: a`
IAA. . Regulated/Non-regulated UST Site GW Contamination Side s
Spill Air Release Fire Other
B. Assessment Sampling Emergency Response
Cleanup/Removal Other (Specify)
C: Urban Residential Commercial Industi
Rural Remote '
D. Type of Contaminant: Chemical Petroleum i
Biological L
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PERSONNEL EXPOSURE HAZARDS: (H=High, M=Moderateti z ;{�
Jj Inhalation Skin. Contact Ingestion R�o�f� � `� •"" �-
Biological Fire - Explosion Unknow" n n '
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PERSONNEL PHYSICAL HAZARDS: f..;,.
Heat Cold Noise— Underground Utilities
Overhea Utilities --� Heavy Equipment Slip, Trip, Fall
Sharp Objects Pressurized Airlines _ Wildlife/Ifiwc.&
Ladders Scaffolds Unguarded Openings WailrFl -'x�
Liquids iri Open Containers Ponds Lagoons
ACTIVITIES TO DATE: 1qWJC Yap`
PERSONAL PROTECTIVE EQUIPMENT USED: py js,
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Site Health and Safety Plan (Page 2 of Z���" �� �"'
SAMPLING Performed By: WA
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No. of Samples: -&! id Liquid �G
Has lab been.notified of potential hazards? Yes/No
Analysis:
Sampling Comments: h k
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(Signature _ 46 (Date)
DOCUMENTATION Performed By:
Type: Photo Log Book Recorder Vrd r
PUBLIC IMPACT:
Distance to Nearest: Residence School
Public Building Business a �t
Evacuation: Yes No Number By Whom t r `
ENVIRONMENTAL IMPACT:" h ` Mt
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Nearest Waterway: Distance
Condition: Observed Potential gto .
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Surface Water Contamination
Groundwater Contamination
Drinking Water Contamination
Air Contamination77,
Nil
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Soil Contamination r�
Stressed Vegetation
Dead Fish Other Animals
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RSONNEL INVOLVED (Name, Agency, On or Off.Site)
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SITE MANAGER:
SITE SAFETY COORDINATOR:
Have YP (P read and understand the safety plan 1 Y J
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Soutparn coastalRPM-
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John alaaftcw SampsonGou�tY
Fmke EliC�leii, City of Raefom
MEMORANDUM
R����,;,
DFNR - rA i fiLLF RF@0NAL
TO: Southern Coastal Plain Groundwater Advisory Council
FROM: John Blanton, Co -Chair
Mike McNeill, Co -Chair
SUBJECT: April 251h Meeting and Agenda
DATE: April 8th, 2002
The next scheduled meeting of the Ground Water Advisory Council is scheduled for
Thursday, April 25`h at 10:00 a.m. The meeting will be at the Lumber River
Council of Governments. Light refreshments will be provided.
An agenda is attached for your review.
We look forward to seeing you on the 25.`h
Attachment
Reprematingsladen
z0hoson, Samos" lR bland-COMIFE&S

Quarterly. Meeting
Thursday, April ,25,2002-10.:00 axi.
Lumber River -Council of Governments'
Main Conference Room
AGENDA
IRECEVED
J 2
L,�:k. KKO",'AL MIEJ
EE=­'.
I., Welcome Co-Ch4ir John Blanton
Co -Chair Mike McNeill
II. Consideration of Minutes
III. Staff Reports Ray McGee
1. upply & Demand Progress Report
2. Water Quality Progress Report
rt
a. Private Well Water Screening Final Repo
2
a
b. Public Water Supply System Update
New IV. -N W
-NBusiness'
1. 'Additions to Advisory Council Jim Perry
a. Smithfield Representative Addition
b. Meeting with of County Representative's
2. Selection of Consuftina-Firiii for Assistance with Projects
V. Matters of1fiterest
1. Updite on'Monitorifig Station in. Bladen County
VI. Establishment of Next Meeting
VH. Adjournment

Progress Report for the Southern Coastal Plain Supply and
Demand/Economic Development Groundwater Program
The following items have been collected for -the Supply and Demand/Economic
Development Project.
Project Updates
1. Acquired list of all Local Water Supply_Plans for every municipality located within
the 6 county study area.
2. Acquired 2000_ Census Pop. Figures for each of the 6 counties and the municipalities
located in those counties.
3. Attained list of 25 largest industries in each of the 6 counties -with employee numbers
listed. (EDC piece)
4. Attained list of all registered farms (with acreage) within the 6 county area.
r�
v 5. Acquired number of livestock (hogs, poultry, cattle) within each county.
6. Located list of all registered mining operations in 6 county region.
TF
7. Acquired listing of total average sales for farms within 6 county region (EDC piece)
8. Located list of all registered, active NPDES permits within study region.
9. Located all registered nurseries/county for study region:
10. Located number of irrigated acres/farm/size of farm for all registered farms in 6
county region.
I.I. Received from DWQ list of all well construction records- since 1998 for 6 county
area. �-
12. Located all active golf courses -in study area.

Southern Coastal Plain Fen
Groundwater Advisory Council MeetinREGO;!�,l (YFirE=
Lumber River Council of Governments- Lu
-Wednesday,'January 30, 2002 —10 a:m.
MINUTES
Members Present: Bunny ' Anderson, Scotland County; John Cooley, Scotland
County Commissioner; Kenneth R. Kornegay, Mayor of Elizabethtown; George D.
McGill,. Harrells Water Corp.; Greg Elkins, Bladen County; Henry`Harris, Robeson.
County Water Department; John Blanton; Sampson County: Commissioner -
Others Present: James Perry, LRCOG; Ray McGee, Regional Water Resource
Planner; Carl Bailey, NC . DWQ Groundwater Section; Gerald Strickland, US
Geological Survey; Grace Lawrence, NC State Cooperative Extension Service.
Welcome
Mr. Jim Perry opened the meeting and welcomed guests.
Consideration of Minutes .
The Council did not consider the minutes because a forum was not -present.
Committee Reports
Update on Private WeH Screening — Grace Lawrence
Ms. Ray- McGee introduced Ms. Grace Lawrence from the NC State Cooperative
Extension Service. Ms.. Lawrence gave a report on the private well screenings
project completion. Robeson County, the final .county to, participate in the project,
recently finished its screenings. Ms..McGee told the Council that a press release had
been submitted to local newspapers regarding the well screening project.
Ms. Lawrence said a final report on all the screenings would be available soon. She
distributed a booklet to Council members that homeowners received during the well-

I
` a
�a.
water testing project. She noted that the objective of the project was to evaluate ,
•, existing conditions of well water and wells, determine protection that is being done
and the determination of water quality in the test areas.
Ms. Lawrence said 1,353 wells were sampled in six counties. The samples were
scr
eened for nitrates, ammonia and coliform. Forty-five of those samples exceeded
the safe levels of nitrates. Nitrates can cause problems for unborn babies, nursing m
. mothers and pregnant women. Seventy-nine samples tested high for cobs WillColiform is a bacterium present in the soil. Further testing of these sample 6: of
include -screening- for fecal material .in the water, which- can come from any P
;,. warm-blooded animal, including humans. It is usually associated with livestock.
Follow-up tests were not the same number as those that originally tested positive for
contaminants. Ms. Lawre
high levels of nce said that is because some homeowners
t' conve
rted to new sources of water, either county or city water supplies or replaced
( unsafe wells.
minated wells included the age of the wells, which u pe
re
Characteristics of the conta
as
anything about the wells, s
30 years old or less. Most people didn't know anyt 9 The problem wells
depth or age. Most of the wells were less than 100-feet deep.
also poorly constructed. The final report should be available by mid -February.
were Po Y
procedures for the problem wells. She
Ms. Lawrence discussed the follow-up P ­ressed concern
answered Council members' questions about the project. They expr
essed
Ms. Lawrence said
that the final report would not be broken down by
each county.
she would try to make that information available.
i Mr
. Carl Bailey updated the group on the state's shallow aquifers monitoring effort.
The project includes 32 monitoring wells. Mr. Bailey said 27 of the 32 have been
! and that monitoring of wells will continue every three months for a year.
I.
sampled
j
2

Preliminary 'results should be available in March or April. Mr. Bailey answered
questions regarding the project.
USGS Well Monitoring Update — Gerald Strickland
Mr. Gerald Strickland distributed a map showing the network of wells being used in
the USGS Well Monitoring- project. The water levels were reported in the USGS
Annual Report.
Mr. Strickland pointed out that data collected through December 2001 shows that
water levels continue to decline. He noted- "several specific. -Well locations ,that have .
-declined strained from the Upper Cape, Fear Aquifer. Near Elizabethtown, water,
levels have not changed dramatically for reasons undetermined at ' this time. In
Columbus County, there has been about a 12-inch drop. in water levels in the Pee
Dee Aquifer. The reason for the drop has not been determined. Supply. wells and,
local- water systems in Columbus and Sampson counties have been inventoried. Mr.
Strickland said -he is trying to determine the aquifers .as well as the contribution from
the aquifers in these areas, but ..he has not been able, to obtain the detailed well
construction data needed.
There was general 'discussion, regarding -ground water projects. Mr. Strickland
answered Council, members' questions. Mr. Perry explained the difference in some
of the current monitoring projects and the projects' objectives. There was further
discussion about the state's process when conducting projects and how information
is dispersed. _
Staff Report Meeting with SC Department of Natural Resources
Ms. McGee reported on a meeting she and Mr. Perry attended in South Carolina
where they discussed groundwater issues, She presented a state water assessment
report from South Carolina. The study covers surface and groundwater issues. The
assessment could be used as a pattern for.the Southern Coastal Plain's upcoming
Supply and Demand study.
3

GY
South Carolina is interested in what the Southern Coastal Plain is doing considering
that a portion of the Black Creek is connected to South Carolina. Ms. McGee said
that Region N is one of the few areas in North Carolina that have done work
concerning groundwater. She said that there is an effort in'both states to bridge the
gap between information among agencies.
Mr. Perry commented on work being done in both states. He said both states are
interested in working together on issues concerning groundwater.
New Be siness
Mr. Perry told Council members about a proposal by the USGS that would create a
permanent monitoring station in Bladen County. One has already been established
in Curry Beach. Another station may be placed in Scotland County. The USGS will
establish the well. However, it will need assistance from Bladen County in regards to
monitoring the site. The proposal would have to go before the Bladen County Board
of Commissioners to request funding for the monitoring project. Mr. Perry said that it
might be possible for the Southern Coastal Plain to contribute some money to the
project, which would be beneficial to creating a network of monitoring devices that
can be used in the future.
There was general discussion about the proposal. Mr. Bailey and Mr. Perry
answered questions regarding the use of the well.
Mr. John Cooley pointed out that neither counties or cities have money for extra
projects.
Co-chairman John Blanton recommended that each county be individually
approached about providing financial support to the project.
The consensus of the board was to move forward with the project.
4

r
j�.
Mr. Perry said that Columbus County has shown renewed interest in the Advisory
Council. He is in the process of filling vacancies.
Establishment of Next Meeting
The next meeting was scheduled for April 24, 2002 at 10 a.m. at the Lumber River
Council of Governments.
There being no further business, the meeting was adjourned.
5

(DEPARTMENT OF ENVIRONMENT &N ATURAL RESOURCES6
DIVISION OF WATER QUALITY
GROUNDWATER SECTION
1636 MAlt SERVICE CENTER
RALEIGH, NC 27699-1636
7.728 CAPITA BLVD, RALEIGH, NC 27604
FAX: [phone]
PHONE: [phone]
WEB ADDRESS: http://GW.EHNR.STATE.NC.VS
TELE COPY TO:
COMPANY NAME:
DATE:
NO. OF PAGES INCLUDING THIS, SHE - ET: �b
FROM: TE LE N. -7 IS%--,G I I I
COMMENTS.

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DRAFT
REO JEST FORMESTIGATIaN
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GENERAL INFORMATION ' � �F� �� ;
Incident Number.' y
IncidenUProject Name:y..
L-'5 a.� ,�♦;'jj►{sjy b,.w �(,I ap J(} •� t zP .
— V� i •, ` � pv"V L I-`j'i' i�- V . t ma's 1 :t
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Requester's Name: Date Submitted: Site Rank:
Type of Contamination Expected`(fist compounds, If known): ` x
y
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Nature of Complaint (e.g:, number of contaminated wells, synopsis of any previous sate
fY- '
other activities to date, etc.):
�o<tU
1
SITE LOCATION
Nearest Cityri own: USGS 7.5' Quadrangle Nam"
Address/Location: Latitude and Longitude (GF8-'
Site Description (examples: urban, rural, wooded, busy traffic, equipment access lbilli e".y.):
Le
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DRAFT
REQUEST f OR INVE TM TION (R. x)
TIaTT T Tt\7'!' TN3:'f1®M A'T'TYi1V
Proposed�Drilling'Method: ^
14 /
Estimated Depth to Bedrock:
I
Proposed Decontaminatipn L cation:
Estimated Depth to Groundwater.'.
Proposed Disposal Facility for Contaminated
Water & Soils:m
/Aw
Source of Clean DrOling.Water; r _
V > _
f
Number of Proposed Monitoring Wells and Proposed Depths:
kit A0,wf i'"t. L-�-_O
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Address
Phone Number
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.HEALTH.AND SAFETY INFOI NIA.TION Please provide onlysate:-s
Chemical Exposure Potential (on -site chemical storage, drums, pesticide;
Biological Exposure Potential (on -site poisonous plants and anlmals, other veld anarr`y
�jL fl�ky ; t)Gj� �'p
Physical/Electrical/Radiological Exposure Pote. ti I (on -site power lien d'tchey or.
trenches, heavy traffic, farm machinery, etc.):
`�' � a r• ' `4vrl1T � �.+ " >�M i; c�t,� L� ;. �'`1 i;S <�-�`,c��{;�" C�� �r"�t� �:'J ..
Name and Location of Nearest emergency Facility (mark location on attals�eere�nap}� �,
Emer a c� FacilityPhone Number:
T�
RFI.doc 3

Directions From Kinston
Hwy 11 south to Kenansville, then Hwy 24 West through Warsaw to Turkey
�rtatns Crossroads 581 ) �, , Lizzie 1149
1 4 Pikeville( ___VColey Acres
-Oliver /Pike Cross oads 9� / Redallia�
--r�inceton / 123 The,'Pines.
'Delve od I ta$toney Creek � �oSnowhill `'Belair Estates`'
i Hill -View Fourway
,Whitley Place Belfast rill,
Hookerton
Rosewood ! 11041007 aPleasa t View FountainHill
CForest' 903 �Glenfleld Crossroads
Raynor l owno,�eakwood Parkstown 'I.
(`; Goldsbotp r ,.y Grifton
4 .Berkeley Village Wootens Crossroads - —
Saririd ,§ rin s_ Sheridan Forest VSf�eat-Swamp
Y_ _P 9 , Woods V" , Neuse
1515
Walnut'Creek .
y + 3.a 03)�La Grange „Parrots
1658 V 11 `-
Brogden �'� •t ` South Haven= - `
,+ C stle Oaksr L w nce, Highs
f�Dudley looz 70 4. nston ' 1v1
I-�Synd' arY 1272
117 �,! 1309 Mary Beth Par ` r
ow Brook
;.o
...- Bucklesbe� ead
_ 1262
Sandy Bottom~ - Southwoo'd 1270 _
—` Mount Oli111 Albri on
ve
t _v -
F Moss Hill. - '
- . 1745---DfUmmPrSVllle •' � 70
117 Gradys Crossroads', Tulls Mill
iddensville / : Wootens Crossroads" �a peep Ru • Shady Grove
` _ 403 Hills Crossroads Herrings Crossroads-
Faison.- 0 �Lawsons Mill
Pleasant Grove Nobles Mill
Irvi. s Crossroads Pleasant Hill
1 _ Kg ;nega "Combs Fork
117 1301 ]Leon
`4 .a saw 11 58 Taylors Corner Comfort
k_e. —
Cv `Sarecta 241 .-
Carroll enansville' I r'Potters Hill Huffmantown ,
.. �\ 5 !Petersburg Crossing
1003 50 24-�Beulaville
Hadley ----I Brock% GFrancktown
Black
Magnolia ', Jacksons Crossroads/ Quinns Store Ervintown
Richlands
,Cedar Fork
man 1308
Waycross,-.' L .:, ;' ,,. Y � .,
_ -_. Fountain Mill Pon cj Meadows
Ros Hill +, Chinquapin \
- g -_._ Greenevers Catherine Lake
harity r Murphey
aDuff Q ree oPasley Put
Shanghai 41 _ �Sholars'Crossroads
s- / Jac sor
- .Wall ce
7 1 1828
arrellsr t • ; — C
Cyrus + ..
Angola•,
ANGOLA BAY'
L`A,
"Sunnyside GAM E" N D - Haws Run
ewto_ns CrossroadsMaple Hill ,P.ad"gett --
�Penderlea
O 1520
_W thla 53
Shelter Neck,Shaken
I �l .
lalf Moon
)kin -Center
+1 1470
t
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0 mi 5 10 15 20
Streets98
Copyright ©1988-1997, Microsoft Corporation and/or its suppliers. All rights reserved. Please visit our web site at http://maps.expedia.com. Page 1

Sampson Memorial Hospital
1742 _4D2
1835 70
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i t
Site Health and Safety, Plan, (Pagel,of2)
-Inspector:Region:
Inspection Date:Time:
Original-SafetyPlan::YES N0. Modification No: _
Site Name and Incident No: • �,4-K6`
Site Address: -�rj �- City:.
County: _C' State: k-
Site Contact: Phone:
Direct' s-t Site:
2-4 3 t+1i' 1. - h ...+.
_/ \,. • Y
INCIDENT DESCRzI'TION:
A. Reg`iilatzd Non -regulated UST Site -.GW-Contaminatton'Siie
Spill' Air Release Fire Other
B. Assessment. Sampling Eznergency.Response
Cleanup/Removal -Other (Specify) '
C. -- Urban Residential Coziimercial Industr.
Rural Remotes
D. Type of Contaminant; Chemical' Petroleum Radida `
' Biological
PERSONNEL EXPOSURE HAZARDS: (H=High; M=Moderata; !+!
Inhalation' Skin Contact_ Ingestion Radioaei�a
vBiological Fire Explosion Unknown A
PERSONNEL PHYSICAL HAZARDS:
Heat _ .CoId" Noise' Underground•Utiiitie.s
Overhead: Utilities _�/ Heavy Egttipmezit ;! Slip, 'Trip, Fall
- Sharp' Objects PressurizeCAirlines Wildlife/Insect
Ladders. Scaffolds Unguarded.Openings W_all,Flo _,
-,Liquids in Open Containers, ;Ponds, Lagoons . 7
ACTIVITIES TO DATE: M6v"1; , burAM4 Lam+
P RSONAL PROTECTIVE EQUIPMENT. USED: % r
Other Notes:
A
i
`u
82
a
. - ( r'�.S ss -`F {�*a�a�� - Tri � �'Z'+*rcr.•r

Site ]Health and Safety Plan (Page 2 of
SAMPLING Performed��'� g $
�
No. of Samples Solid c Liquid
Has lab been -notified of p tential hazards? Yes/No
Analysis:
Sampling Co merits:
(Signature) � � ' i,Lati','.7<
DOCUMENTATION' Performed By:
Type: Photo Log Book Recorder �l
PUBLIC IMPACT: .
Distance to Nearest: Residence School
x. y
Public Building Business` F
Evacuation: Yes No Number By Whom ram'
ENVIRONMENTAL IMPACT:
Nearest Waterway: Distance
Condition: Observed Potential L None
Surface Water Contamination Y`
Groundwater Contamination,
Drinking Water Contamination
Air Cor)tannlnatloIl
Soil Contamination K -�
Stressed Vegetation.
Dead Fish, Other Animals —
PERSONNEL INVOLVED (Name, Agency, On or Off Site)
SITE MANAGER:
SITE SAFETY COORDINATOR:
Have read and understand the safety plan Cpelash>z"
J ,
}s r a l

QUAD
serial
date_con
depth
st_wl
dia
yield
mp_elev
Idis_Is
screens
top- scn
bot_scn
U34134
Sa-1600
6/19/80
134
35.25
4
40
142.251
1.8
screened
1241
134
U34136
Sa-1601
7/24/80
264
40.51
6
42
143.751
1.9
screened
254
_ 264
f
f
1
11

y Governor
r Williams G. Ross Jr., Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
'Division of Water Quality
May16, 2001
Bobby & Judy Smith
P.O. Box 55
Clinton,. NC 28329
SUBJECT: Groundwater Wells
Former Turkey School Site
Turkey, Sampson County
Dear Mr./Ms. Smith:
The Division has received your request to remove the wells located at the subject site. Please sign
and return the agreement in the provided addressed envelope at your earliest opportunity. If you
-need additional information or clarification, please contact me at [phone].
Sincerely
l
A. Barnhardt, L.G.
Groundwater Supervisor
MUM J
f'-stomer Service Division of Water Quality / Groundwater Section -
800 623-7748- 225 Green Street,- Suite 714 Fayetteville, NC 28301-5043
Phone: [phone] Fax: [phone] Internet: http://gw.ehnr.state.nc.us

Stephen Barnhardt t
NCDENR - DWQ ,
Groundwater Section
Fayetteville Regional Office
225 Green Street
Suite 714
Fayetteville, NC 28301-5043
Re: Agreement for the Use of Site
Dear: Mr. Barnhardt
I"am the owner/agent of a parcel of property, as described in the cover letter and hereby permit the North
Carolina Department of Environment and Natural Resources (DENR) to enter upon the property for the
purpose of removing groundwater monitoring wells.
I,am granting permission with the understanding that:
1. This well abandonment shall be conducted by DENR-DWQ.
2. The costs of abandonment of the wells shall"be born by DENR-DWQ. DENR-DWQ shall
protect and prevent damage to the surrounding lands resulting from abandonment
activities.
3. DENR-DWQ shall have access to the site by the shortest feasible route to the nearest
public road. DENR-DWQ may enter upon the land at reasonable times and have full
right of access during the period of the abandonment.
4. Any claims which may arise against DENR shall be governed by Article 31 of Chapter
143 of the North. Carolina General Statutes, Tort Claims Against State Departments and
Agencies, and as otherwise provided by law.
5. The activities to be carried out by DENR are for the primary benefit of'DENR-DWQ and
the State of North Carolina and any benefits accruing to the owner are incidental. DENR
is not and shall not be construed to be an agent,'employee, or contractor of the owner of
the land.
I agree not,to interfere with, remove, or in any manner tamper with or damage DENR's well(s) and
equipment during the abandonment period.
-Sincerely,
Signature of Owner or Agent
Type or Print Name of Owner or Agent
Date
F
Address
Phone #

DRAFT f
RFOU ST FOR INVESTIGATION (.F�II
Instructions for Request For Investigation Form: Please verily the RF;I package contains all of the
following items. Please compile package in the order listed below using paper clip or binder clip;
PLEASE DO NOT STAPLE. Failure to include all items may result in a delay in processing request.
Please use black pen if filling out form by hand; avoid highlighters or other non -reproducible s4ritirig
instruments on maps.
FO S:
❑ Transmittal memo from/through Regional Supervisor to Central Office requesting this invesr_ia ba
❑ Completed Request For Investigation (RFI) form/checklist
❑ Pollution incident Reporting Form (PIRF)
❑ Sigxied Land Use Agreements (LUA) for all properties to be included in the investigation (Includes all
drilling and/or sampling locations)
MAPS:
❑ Regional Map showing directions to site from main highway or other major artery (please use one of
the following maps where appropriate:.USGS 7.5' quadrangle; AOT county road reap; NC Atlas
and Gazetteer 1:150,000-scale map)
❑ Local Area Map, showing affected properties with owners name(s), location of contamitta�tecT`
and proposed drilling locations (county tax map preferred, aerial photo or neatly }tartd:a}i`vn mip
acceptable)r
❑ Directions, phone number, and location map of nearest hospital (may be combined with Regional leap)
SUPPORTING Il'1 ORMATION !IF AVAILABLE):
❑ Laboratory report(s) of previous sampling and testing
[] Well Construction Records of any prcviously installed monitoring wells
❑ Well construction data for affected private supply wells (e.g., type of well, date. os irs tuon, 'total
depth, casing depth, screened interval, well logs, etc.)
.,t.
❑ Other supporting info=ation (please list):
Other relevant information not included with this RFI package, but available ie
Project Files (Consultant's reports, neNyspaper articles, etc.):
Signature of person verifying revieNy and completeness of attached RFI package:
hates; " z-
Signature -
. a
RFI.doc
0

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Elizabethtown Hospital
For: Turnbull Ed. Fors"est, Ivanhoe, Kelly & Bladenboro -Sites
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Sampson,; Memorial �'� �'.�ei�
For: Halls School, Turkey & Six Runs Sites,
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E'lizabethtown Hospital!` z
For: Turnbull Ed. Forsest, Ivanhoe; Kelly°&.Blade.nboro Sites
1512
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Print Map -TV0h0"e- KS
Page 1 of 2
Pr mary Roads:
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u
S;
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Parce:s'
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Shaded Relef.,
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•. ._ :+�?�.. 'J ti.: ram'" L l� .�
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Ivanhoe Wells
3.85-milds from
Bridge
1.-•.�— , � _...—_---1 .--`�- �, �r — _— � e '�y . tsi 1, ;�.al ' I:. 1' 1 as � t /!. + .. �i
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Bridge « F n > I
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Elizabethtown Hospital
For: Turnbull Ed. Forsest; Ivanhoe; Kelly & Bladenboro Sites
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242
T r, S to Corner
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1150
Winding Creek Rd \
70
I w3 \ � \ •�
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Map'of Bladenboro, NC 28320
Ma , C 28320
Page 1 of 1-
LOCAL -
When using any driving directions or map,A's a'good idea to do a reality check and make sure the road still exists,
watch out for construction, and follow all traffic safety precautions. This is only to be used as an,aid in planning.
S;k btkvien 15`_7� 4A1
http://maps.yahoo.com/print?ard=1&v3=0&.intl=us&&mvt=h&tp=1-&stx=&clat=34.4551... 1/13/2009

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Map o •NC 28320 _ _ . I4! ,- �` A►
AL
When using any driving directions or map, it's a good idea to do a reality check and make sure the road still exists;
watch out for construction, and follow all traffic safety precautions. This is only to be used as an aid in planning..
u
http!//maps.yahoo.com/print?ard=1 &v3=0&.intl=us&&mvt=h&tp=1 &stx=&clat=34.3242... 1 /13/2009

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7
Columbus County Hospital to &14 Z - 1 Q It
For: Lake Waccamaw Site
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.._ 74
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--- - 130
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St. Eugenes Ho*spital (DI1,1oh)
For: Rowland & Marrietta Sites
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Magnolia ES
10928 US 301 N
Lumberton 28360
910 671-6070
Free Credit 1Your
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- r
STATE OF NORTH CAROLINA'
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY DIVISION OF HIGHWAYS LYNDO TIPPETT
GOVERNOR SECRETARY
August 28, 2001
Department of Environment and
Natural Resources — Division of
Water Quality $,
SUBJECT: AGREEMENT
INSTALL ONE GROUND WATER MONITORING WELL
RAEFORD MAINTENANCE FACILITY
HOKE COUNTY
Dear Sir or Madam:
Attached is a properly executed copy of an Agreement which covers the following:
Installation of one (1) ground water monitoring well at the Department of
Transportation's Raeford Maintenance Facility at 390 Mockingbird Hill Road, Raeford, North
Carolina 28376.
This agreement is approved subject to the Special Provisions which are attached to and
made 4 part of the Agreement.
Sincerely,
W. F. Rosser. P.E.
-Division Engineer.
Attachment .
cc: Cameron Lee, General Services Director
J.•A. Clendenin; District Engineer
J. Ransdell, County Maintenance Engineer
R. D..Pittman, Road Maintenance Supervisor
File
P. O. Box 1067, Aberdeen, NC 28315
PI10NE [phone] FAX [phone]G23

SPECIAL_ PROVISIONS
FOR
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES —
DIVISION OF WATER QUALITY
TO
INSTALL ONE (1) GROUND WATER MONITORING WELL
AT,
DEPARTMENT OF TRANSPORTATION'S RAEFORD MAINTENANCE — FACILITY
390 MOCKINGBIRD HILL ROAD
RAEFORD, NORTH CAROLINA 28376
The Second Party to this agreement shall perform this encroachment subject to the following Special
Provisions:
This Groundwater Study (Study) shall be conducted by DENR-DWQ.
2. The costs of construction and maintenance of the site and access shall be born .by DENR=
DWQ. DENR-DWQ shall protect and,prevent damage to the surrounding lands resulting
from Study activities.
3. Unless otherwise agreed, DENR-DWQ shall have access to the site by the shortest
feasible route to the nearest public road. DENR-DWQ may enter upon the land
reasonable times and have full right of access during the period of the Study. Specifically
the DENR-DWQ shall access the well site from the driveway to the fuel pump station.
4. At the end of the Study, unless otherwise provided for by prior written agreement, DENR-
DWQ shall remove from the site all structures placed or erected by it and shall
permanently abandon all wells constructed by it.
Upon completion of the study and/or upon request by the Department, the information
derived from the Study shall be made -available to the Department's Division Engineer or
his designated representative at:
NC Department of Transportation
902 North Sandhills Blvd.
Post Office Box 1067
Aberdeen, North Carolina 28315
6. The activities to be carried out by DENR-DWQ are for tine primary benefit of DENR-
DWQ and the State of North Carolina and any benefits accruing to the Department of
Transportation are incidental. DENR-DWQ is not and shall not be construed to be an
agent, employee, or contractor of the Department of Transportation.
7. The Department of Transportation agrees not to interfere with, remove, or in any manner
tamper with or damage DENR's well and equipment during the study.
The Department of Transportation reserves the right to require the removal or relocation
of this ground monitoring well should a conflict arise between its location and functions
and the Department of Transportation's operations.

.01 ION: NORT I CAROLINA DEPARTMENT OF
j TRANSPORTATION MAINTENANCE FACILITY
390 MOCKINGBIRD HILL ROAD
RAEFORD. NORTH CAROLINA 28376
DEPARTMENT OF 'I'll ANSPORTATION
AND
I I'/11i'I'MI?N'I'_nl..l?Njyllt(_)Nfy11:NT AND
NATURAL RESOURCES
f)IVISION Of WA'1'IQUALITY
STATE OF NORTII CAROLINA
COUNTY OF HOKE
ENCROACHMENT AGREEMENT
FOR GROUND WATER
MONITORING WELL
'fl lIS AGREEMENT, made. entered into this (lie � clay of s r 1200( , by amt between the Department of
•Transporlatioil, party of the first part: and North Carolina De Willent of Eu ironntcnt and Natural Resources —Division of
Water Quality (DENR-DWQ) party of the second part,
W ITN ES SET II
THAT WI IEREAS, the party of the second part desires to encroach on the Department's facility designated as lite Raeford Maintenance
Unit, located at 390 Mockingbird Ifill Road, Racford, North Carolina 2837b will, the construction and/or erection or: one (1) ground w;Jlet
m firing well for the Southern Coastal Plain Ground Water Study.
WI IEREAS, the North Carolina DeparUucnl of Environment and Natural Resources desires to enter lite described property for the
purpose of testing the ground wafers under authority of G. S. 143-215.3 (1) 2 and G. S. 143.466 (e);
WI IEREAS, it is to the material advantage of the party of the second part to effect this cncroachnrent, and the patty of the first part in 11
_exercise of authority conferred upon it by statute, is willing to permit lite encroachtrtenl within the limits of it's property as indicated, subjet
to the con(lifions of this atgrcemenl;
NOW, •1-1IEREFORE, IT 1S AGREED that the party of the first part hereby grants to the party of the second part the right and privilege
make this encroachment as shown on attached plan sheet(s), specifications and special provisions which are made a part hereof upon the
following conditions, to wit'
'That lire said party of the second part binds and obligates himself to install the encroaching facility in such safe and proper
condition Thal it will not interfere with or endanger public safety or the Dcparlment's operations.
That (lie party of lite second part hereby agrees to in(Icnutify and save harmless the party of the first part from all damages and
claims for damage Ill -it May arise by reason of the installation and maintenance of this ground water monitoring well.
If is clearly understood by the party of the second part that the party of the second part is responsible for any damage that the
party ol'the second part stay cause to the facilities or properly of the IiN part.
�'hal the party of the second part agrees to restore all areas disturbed during construction to the satisfaction of the Division
rty of the second part agrees to exercise every reasonable precaution during
Engineer of ,Ile party of the first part The pa
construction and maintenance to prevent eroding of soil; silting or pollution of rivers, streams, lakes, reservoirs, other water
intpoundmen(s, ground surfaces or outer property; or pollution of the air. There shall be compliance with applicable rules, nd
regulations of the North Carolina Division of Environmental Management, North Carolina Sedimentation Conlrol Commission,
turd will, ordinances and regrrlatious of various counites, nntrticipalities and other official agencies relating to pollution
prevention and control. When any constimciion operation disturbs the ground surface and existing ground cover, the party of ll►e
second part agrees to remove and replace the sod or otherwise reestablish the grass cover to sleet the satisfaction of the Division
Engineer of the patty of the first part.
That the party of the second pats agrees to assume lite actual cost of any inspection of the work considered to be necessary by
the Iivision Engineer of the flatly of the first part.
That the party of the second part agrees to have available al the encroaching site, at all limes (tiring construction, a copy of Illis
agreement showing evidence of approval by the patty of the first part. The party of the firs( part reserves rite right to stop all
wort( unless evidence of approval caii tic shown.
;„ the rnw of nottcotltuliance will, file terms of this agreement by the party of the.secoud part, the party of the first part

-- d
N WITNESS WHEREOF, each of the parties to this agreement hats caused the same to be exectticcl File day and year First above
xrillcn. -
DEPARTMENT OF TRANSPORTATION
BY:
Division En
ATTESTOR WITNESS:
�V/'Ot�l G✓I a IN
N D a T :DEN R
Scco d I'ally
1 NS"TRUCTIONS
In the space provided in this agreenienl for execution, Ilse manic shall be fyped above the Manic, and title of nil
persons signing the ngrcemcnl shotdd be typed directly below their signalurc. When the applicanl is Mot a
corporation, Ihen his signature must be witnessed by one person. The address should be included in this agreement
and the names of all persons signing the agreement should be typed directly below their signature.
This agreement must be accompanied, in the form of an attachment, by plans or drawings showing File following
applicable information:
1. All roadways and ramps.
2. Right of way lines and where applicable, the control of access lines.
3. Local ion of the proposed encroachment.
4. Letigilt,and type of encroachment.
5. Location by high%;ty survey station number. If sinliom nunibcr cannot be obtained, location should
be shown by distance from sonic idenliriable point, such ns a bridge, mAd, interseclion, etc. (To
assist in preparation of the cncroachnicnl plan, the Deparlmcnl's roadwaY-ploins may be seen at the
various i lighway Division Offices, oral the Raleigh office.)
6. Drainage slntclrtres or bridges if nlTecled by encroachment.
7. 'Typical section indicating the pavement design and width, and Ilse slopes, widths and details for
either a curb and griller bra shoulder and ditch section, whichever is applicable.
tt. horizontal alignment indicating general curve data, where applicable.
9. VCHIcal alignment indicated by percent grade, P.1, slalion and vertical carve length, where
applicable,
10. Ainumit of material to be removed and/or placed on NCDur right of way, if npplicable.
1.1. Cross -sections of all grading operations, indicating slope ratio and reference by station where
applicable.
12. All pertinent drainage slttichires proposed. include all hydraulic Bala, pipe sizes, stniclure details
and other related informalion.
13. Erosion and sediitienl control.
14. Any -special provisions or specifications as to the perforniance of (lie work or file method of
coitslntclion that niay be required by the DeparUueol must be shown on a separate sheet attached to
encroaclimenl agreement provided that such inforntalioi c�itnol be shown on plans or drawings.
15. The Department's Division Engineer should be given notice by the applicaul prior to actual
starting of installation included in this agreement.
16. Method of handling traffic during constnicliou.where applicable.
17. Scale of plans, nordt arrow, etc.
t

Cape Fear Valley
For: Raeford & Rex Rennert Sites
vHolly Springs
' o\ k Forest Hills
r s La e:Valley 1 Qan�atEe:
Cr
r Ra c t_��W
Q, �S Seab��ook Hills\
The Lakes ,N:1� Howard'Acres ��
s �rkRd -��,r� ��or
l tO�Rd Summertime-. "ia 'tee�,
..�% w \Y \ P
"Lake Shores - - L9Q--. � o
` Kirkwood 7�1
HermitLkwoodboKingsfor
1 _ AG aeto %:Rd cnl �d
1 I 4
sP I-lighla d Village p✓ , f v, '�
Hollywood/ eights .,: # 11—Montclair p %� Y ¢
'
— ! Savoy Heights
Belford -Rd
/a 3 t , 4s oFay tteville.
\ RaEforCt RtlOwens 1 e�5y o
Robeson Sty - Q
- Arran, Lakes North i
:.IOakdale F /
altlt. t Dr : J r
of - � a
\ <
ClalrwaOft
­VTy a
Arra ,Hills q `� : -` ��> ��e '' /I
t.o. 1 0- �" fl Bordeaux
I__ J m
Evergreen Estates
Lakedale 30
I
J eriandoah ;�� t>, ! ^ I ����� oco q ` '� lkesd
i Priar Avet
Quail Rid e 9St M� .n
m g glelfl�� i - Veda_ S, • f if
in D B r
.. Woodlea z / Legion Par!" a,r��_—`
Phoen!clan;Wolods
V
__ os l o�
�.j I u berland � r wv\
Crytal'S��rings Rd -C ossgatel�r \c
zi „Tangle wcod states'
" 1242 2341
Pinewood Lakers59
0 mi 0.5 1 1.5 2 2.5
Streets98
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I

t {, � ` F�71 .11. � 1,',•-rcainv,� � • / I` �a �
LL
10
�.rr slur �' s -r'' �•' r�ole4,
�1 IL
.,d- �- max. ",r ; �:1; --1 r• I � ,
M��� • 11 DUI � tJ L .. �• , � 5
LILD
Rex RennertWells ro;
A
eel
• — � _ -.mod
` I ► etiL�•`
mil.• �� �1.��.d` S 'C '`t..�. ""''a`P:l

St. Eugenes Hospital (Dillon)
For: Rowland & Marrietta Sites
I
jy3--iiqi290
17
17
17 17
-
EYE
30
17 -
Bronson, Crossroads
- " 17
-95 Exit 193
li
Commerco
j 17 9
17
tt6fford Rd
i
'fill
I
>
�ohnsoti'p,
i mQ
C�
17
G�en�`eFZd�'
�i z.
�'
wood B/vd ._
17
?7 t..
17 17
17 Qlllon °
o
04.
' r
c D' `��N oU
0/,%, 1 L -
`i-
9
�
17
�.
17
17
17
0 mi 0.5 1 1.5
• N[ad4pd..
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Copyright ©1988-1997, Microsoft Corporation and/or its suppliers. All rights reserved. Please visit our web site at http://maps.expeoia.com. Page 1

10
Iva
I50
AQ
16
41
Ip
�; ,; -- �� .. .•. �� Rowland
i1` Bowie i r .t ` • . 00
OW
..,` .,�•.. '.�: - ,�e� �ldt' bor-6�4.. � '•• ... tt"� �.,\ •.,•� • -.,. .� t '�1 -..(�i J1--:.J'^�.
130
Field
IN
X andpit��)
r . +� :� 111 •.%p/`p i i � `J , �: � � / \ �� • ` -
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or
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Jr 40
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41
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ke
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` `• ^f-Ir • q is ¢1� j
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j �� .. i4• - .y •i'` ��.Ire. .. � +.��,� :- � '� Y`� tea- � � � ,'tiff(!'. ,•\ .y /'.•' ��. ny-e+

Sampson Memorial
For: Halls School, Turkey '& Six Runs Sites
lQ211) " )
70
1 111 . Gs
,u
Ord aJ
N'�
24
' oltonvi Ili_
'41
`} ui.wone.v.er. 0 mi 1 -
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2 3
Page 1
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_ Q
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4� `
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x.o.,da--
,x, Cam} - - -_•.'• -��:� i'"ti / 1�,'. a 7 'rs Ir•," . I
�?
I A , � '9 milels South,& Clinton
✓ �i l < rt r � i A 1y rA I /r�'... ti, f `-•?
+r r� I i'• � d 5 r ,%. I ' ++c I � '` ,�" a .` i y�it ,,, i .. "1 ,f J' rD' C '�'i•, �"� ,°^I,
Slx Runs W,eIIs —
`` —ices----
�
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'`,i. TC )• .y F 1 ''l .1} 1 �: :,r IRwsi: �t"� + �}Llm
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VIP`
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- \r # < �iw ` I �,i ..�4 !' � • fi r it

Scotland Memorial
For: Scotland Recycle Center
74
�r0�'� ee ae�otae5 G
fa Railroa
I� oMcLaurin.Acre� �.5 Unco9 ts', QBe -Air
/Sandy Bottoms / m <\' , �A '' s
v/ oLaurinburg )� 74 �15`z Fe? cB yde a,79 i=oY
roITEullerto Rd
a S�M
Q
M a th
d Carolina�P hiert N
\ odSEt \\ unbar vn �� T t / �� 6 74
7q 4Scottsd I�. X�
CUJ
-G ant-St-"� )�1
tewartville Acre,--,, ode
\� Plaz Ra ��.,� �, Hone , t--
a\� ,Glen `ores -
�1 c tJ401S� "� 1 Sugar R P
Woody
CO X
E s ovl r Estates
Debra Dr j 606
.. l hod ���°i
ue arm`RdJ I,m
ue.Acres /�/ \ e�s�>/ �df
( Sun Acres o
Highla.d,Pa k
Laurin Lake A �Y�•
Macland w
c� 50 \�
15 �\
Q Q Montcla'r Dr Whispering Pines' umber Two —
°o �, o ine F' est
(P
1627
ell
St o
hi'Y games e grid Ra n
O
awR E Arthur Crossroads
-
Q\aatia�`O \\ shton Dr
Mwoun.awm+.
0 mi 0.5 1 1.5
Streets98
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NtAR, AND Sirv,4f� Fp-,&fi
1
- uxtL
"`--To tALOMMA

170
Elizabethtown Hospital
For: Turnbull Ed. F.,orsest, Ivanhoe; Kelly & Bladenboro Sites
7 ..: 53
1
1�
242
r ?r ��`
S tons Corner..'
,
•
w.
. :; G
N
Fe�i
-
T .q 1P c
.I
Broad Si ` 9Y.
t1 QUe
GOO
t Elizabethtown-- FBro
��
�'
aAP
L.
1150 m
Q
I
o"
1200
1150
Wino f
ding Creek
Rd' . .
a61
87
70
1.145
--------
1785
�yr1
\
I
- Streets98
Copyright ©1988-1997, Microsoft Corporation and/or its suppliers. All rights reserved. Please visit our web site at http:llmaps.expedia.com.

LJ
HppTH CasoLINA
At Turnbull Creek Educational s ; •
State Forest, visitors can, learn
the importance of trees and
vVei�
timber to -our state's history ; Air Strip
.and future;,they.ean see •how ,.,
f r
forest fires arefought or they
c
can; investigate the unique aestrooms Picnic Shelter
environment of a Carolina
Control Exhibit U Forest Products
Fire Con
Bay. The Forest is home to Exhibit Area
many species of wildflower ;ra
and songbirds, as well as birds
of prey: Picnic facilities and
restrooms are available. ' Turnbull CreekTrall
Naval Stores
r r Exhibit r
The Turpentine Still in the Naval Stores Exhibit p
• t �� �� ��� r°�, <• '- `� ;. � - - '! � - Forest
Offices Entrance
j f .?;a.�? „ ✓ A. �- �,x ' `�a:�. .,-`,: �t`x,.S�,WeetSinet.Churc" lit, ,ke
driving
three and, a half mile drirovides visitors with a,
g trail provides
look at, all phases -of forest management. Stations along the
trail highlight the area's forest history, including the role of
timber in the development of North. Carolina's naval stores' -
,�'-, industry .in the j 800's.
_ � The Turnbull Creek Forest Trail takes visitors into the deep,
woods and along a black water creek common to this region
of the,state.

Welcome bull Creek Educational State
Forest, a,ur�P . r outdoors experience! T.he forest
is located among Bladen Count
yrs numerous.,:
,'Carolina Bays" -:-mysterious land formations ..
located, in this section of North Carolina's
Coastal Plain. .The forest's features are
accessible by a series of well -marked -trails.
accented by -exhibits and displays depicting the.i:`
ecology of the managed forest: -
OUTDOOR EDUCATION
North Carolina's seven Educational State Forests,
have been developed as living environmental
education centers. Ranger conducted classes help
visitors • understand that forests . are complex
ecosystems that can be managed for many uses.
These classes have been correlated to the North
Carolina -public-. schools Standard ,Courses of study:
Rangers'are trained in the latest,teaching techniques
applicable to North Carolina schools.
Call the office to make arrangements.
PICNIC FACILITIES.
Be' sure to bring a picnic lunch•with you.. , Picnic sites
with tables and grills are'.available. A spacious picnic
shelter, complete with a massive brick fireplace, is',
available for groups. Reservations for the shelter are
required.'
We have• ari ongoing volunteer program. Contact the
Forest Office for additional information.
5,000 copies of this public obcument were printed at a cost of $355.15 or.$.071 per copy.'