412862_Well Construction - GW1_20130411

NON RESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources - Division of Water Quality
WELL CONTRACTOR CERTIFICATION #: 4146A 412862
1. WELL CONTRACTOR:
D.T. Chalmers, Jr.
Well Contractor (Individual) Name
CATLIN Engineers and Scientists
Well Contractor Company Name
220 Old Dairy Road
Street Address
Wilmington North Carolina 28405
City or Town State Zip Code
( 910) - 452-5861
Area code - Phone number
2. WELL INFORMATION
WELL CONSTRUCTION PERMIT #: N/A
OTHER ASSOCIATED PERMIT # (if applicable): N/A
SITE WELL ID # (if applicable) B=1
3. WELL USE (Check One Box): Monitoring Igl Municipal/Public 0
Industrial/Commercial 0 Agricultural 0 Recovery 0 Injection 0
Irrigation 0 Other 0 (list use).
DATE DRILLED: February 20, 2013
4. WELL LOCATION:
Corner of Curtis Rd. and McAvoy St.,
(Street Name, Numbers, Community, Subdivision, Lot Na., Parcel, Zip Code)
CITY: Jacksonville COUNTY: OnslOw
TOPOGRAPHIC / LAND SETTING (check appropriate box)
❑Slope ❑Valley ®Flat ❑Ridge ❑Other:
LATITUDE 34.7216 DD
LONGITUDE: 77.4437 DD
Latitude/longitude source: ® GPS 0 Topo. map
(Location of well must be shown on a USGS topo map and
attached to this form if not using a GPS.)
5. FACILITY (Name of the business where the well is located.)
N/A N/A
Facility Name Facility ID # (if applicable)
Corner of Curtis Rd. and McAvoy St.
Street Address
Jacksonville NC
City or Town State
Zip Code
Contact Name
Mailing Address
City or Town State Zip Code
(1-
Area code - Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 10
b. DOES WELL REPLACE EXISTING WELL? YES 0 NO IXI
c. WATER LEVEL Below Top of Casing' 195 FT
(Use "+" if Above Top of Casing)
d. TOP OF CASING IC 0.00 FT. Above Land Surface*
*Top of casing terminated atlor below land surface may require
a variance In accordance well 15A NCAC 2C.0118.
e. YIELD (gpm): WA METHOD OF TEST: WA
f. DISINFECTION: Type WA Amount: WA
g. WATER ZONES (depth):
Top
Top
Top
Bottom
Bottom
Bottom
7. CASING: Depth
Top
Top
Top
Bottom
Bottom
Bottom
Thickness/
Diameter Weight Material
Top 0 Bottom _ 0 Ft. 1 in. Sch. 40 PVC
Top Bottom Ft. in.
Top Bottom Ft. in.
8. GROUT:
Depth Material Method
Top Bottom Ft.
Top 0.6 Bottom 1 Ft.
Top Bottom Ft.
9. SCREEN: Depth Diameter Slot Size Material
Top 0 Bottom 10 Ft. 2 in. Slot.010 in. PVC
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
Top 1 Bottom 10 Ft. #2 Medium Torpedo Sand
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom Formation Description
SEE
/
ATTACHED
12. REMARKS:
K 1 1 20i3
INFORMATION PROCcc �,ING UNIT
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2t ELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD H c EEN PROVIDED TO THE WELL OWNER.
SATUREO CERTIFIED ELL
D.T. Chalmers, Jr. �i
PRINTED NAME OF PERSON CONSTRUGe N(s TFYE.
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mall Service Center, Raleigh, NC 27699-1617, Phone No. [phone]
Modified -from
Form GW-lb
Rev. 2/09

,CATLIN
Engineersand Scientists
2121zo
Wlmingion.NC SHEET 1 OF 2
WELL
LOG
PROJECT NO.: 212120
STATE: NC
COUNTY: Onslow
LOCATION: Jacksonville
PROJECT NAME: P-676 CR 53K Maintenance Facility
LOGGED BY: Corey Futral
WELL ID:
B-1
DRILLER: D.T. Chalmers, Jr.
NORTHING: 357258
EASTING: 2467622
CREW:
SYSTEM: NCSP NAD 83 (ft)
BORING LOCATION:
T.O.C. ELEV.: 12.4
DRILL MACHINE: D-50
METHOD: Mud Rotary
0 HOUR DTW: 2.9
TOTAL DEPTH: 70.0
START DATE: . 02/20/13
FINISH DATE: 02/20/13
24 HOUR DTW: 3.0
WELL DEPTH: 10.0
DEPTH
BLOW
0.5ft
0.5ft
COUNT
0.59
0.59
OVA
(PPm)
LAB.
o
s
L
G
SOIL AND ROCK
DEPTH DESCRIPTION ELEVATION
WELL
DETAIL
0.0 LAND SURFACE 12.4
0.0
1.0
-
3.0 _
-
5.0 _
-woh
7.0
-
-
9.0 -
-
11.0 -
-
13.0
-
-
W
W
Sat.
Sat.
Sat.
Sat.
Sat.
Sat.
Sat.
Sat.
Sat.
Sat.
(N/A) - ASPHALT'
I:II1 �I1t14111 III lil 11111111 I I III 1111111111111111111111111-1111111111111111111111111
ait
o :
2 Slot .010 1' Sch. 40 PVC
Sch.40 PVC I
(�1 IIIIIII... I.„. .....„I IIi.IµJII
0
o b
1 cc(GW) - ABC STONE
j
/
4
2
3
3
(CL) - Med. gray w/orange mottling, Silty CLAY.
3.0 Uniform. Med. stiff. Low plasticity. 9.4
(CL) - S.A.A. w/f. sand. Low to med. plasticity.
5.0 z4
(CL) - S.A.A. no silt or f. sand.
5.4
7.5 (CL) - S.A.A. Stiff. 4.9
j
2
3
3
3
/
/
/zo
3
2
3
6
8
6
6
_
(SP) - Drk. gray w/med. tan, f. SAND. Uniform.
9.0 Med. dense. 3.4
(SP) - S.A.A. no tans present.
11.0 1.4
(SP) - S.A.A. tr. silt
13.0 -0.6
(SP) - S.A.A. tr. silt and clay w/tr. orange
15.0 mottling at depth. Loose. -2.6
(SP) - Inferred
18.0 -5.6
(SP) - Med. gray, f. SAND. Uniform. Med.
20.0 dense. -7.6
21 s (SP) - Inferred o 1
::
4
6
6
6
::
4
3
3
5
4
3
2
2
...:
18.0
-
-
4
5
6
6
`,
23.0 (SM) -Inferred -ms
(SM) - Drk. gray, Silty f. SAND. Uniform. V.
25.0 loose. -12.6
(SM) - Inferred
28.0 -15.6
(SM) - S.A.A.
30.0 -17.6
31.5 (SM) - Inferred 19 1
•
e'
23.0
-
-
1
2
2
1
23.0
-
-
1
1
2
1
J �
33.0 (GW) - Inferred 20.6
(GW) - Lt. gray, WEATHERED LS. w/silt and
35.0 tr. clay. Gap -graded. Med. dense.
(GW) - Inferred Epp����1ggyy
38.0 APR 6
(GW) - S.A.A. no silt or clay. Well -graded,.,,,
40.0 --27s..
33.0 -
6
8
10
16
LS
-
.
r2
i \
33.0
-
-
7
12
14
15
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2
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c
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Bentonite Pellets
7t2 Medium Sand

_____
WELL
LOG
_
J~ CATLIN
Engineers and Scientists
Wtming�
Maintoon, no SHEET 2 OF 2
PROJECT NO.: 212120
STATE: NC
COUNTY: Onslow
LOCATION: Jacksonville
PROJECT NAME:
P-676 CH-53K Maintenance Facility
LOGGED BY: Corey Futral
WELL ID:
B_1
DRILLER: D.T. Chalmers, Jr.
NORTHING: 357258
EASING: 2467622
CREW:
SYSTEM: NCSP NAD 83 (ft)
BORING LOCATION:
T.O.C. ELEV.: 12.4
DRILL MACHINE: D-50
METHOD: Mud Rotary
0 HOUR DTW: 2.9
TOTAL DEPTH: 70.0
START DATE: 02/20/13
FINISH
DATE: 02/20/13
24 HOUR DTW: 3.0
WELL DEPTH: 10.0
DEPTH
BLOW
0.5ft
0.5ft
COUNT
0.5ft
0.5ft
OVA
(PPm)
LAB
o
s
L
t;
SOIL AND ROCK
DEPTH DESCRIPTION ELEVATION
WELL
DETAIL
43.0
48.0
�Z
(GW) - Inferred
43.0 -30.6
43.5 (GW) - S.A.A. Med. gray, w/silt and tr. clay. -3/ �
_
-
-
-
=
L
-
-
-
_
7.
-
-
-
-
121,
�s
4
2
8
"".
2
7
6
8
8
Sat.
(ML) - Med. gray, SILT w/tr. clay and
45.° weathered rock. Gap -graded. Med. dense. -32.6
(ML) -Inferred
48.0 -35.6
(ML) - S.A.A. w/weathered rock and tr. clay.
50.0 -37.6
5i 5 (ML) - Inferred -39 t
Sat.
0
1
53.0
/
(GW) -Inferred
53.0 -40.6
(GW) - Lt. gray, WEATHERED LS.
55.0 Well -graded. Med. dense. -426
565 (GW) - Inferred
Sat.
3
2
8
15
1 ;
58.0 (ML) - Inferred -45.6
(ML) - Med. gray, Sandy SILT. Uniform. Med.
60.0 dense. -47.6
63.0 (ML) - Inferred -50.6-
(ML) - S.A.A.
65.0 -52.6
(ML) -Inferred
68.0 -55.6
(ML) - S.A.A. tr. shell (rags. at top of sample.
70.0 -57.6
Sat.
58.0-
3
5
5
7
63.0
Sat.
8
12
16
19
68.0
9
""■
14
30
28
Sat.
70.0
Boring Terminated at Elevation -57.6 ft
in Sandy SILT w/tr. shell fragments. 48 hr.
DTW 2.83'
" ir.- EdV
APR 15
_
-
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P013
- 1,
Bentonite Pellets
#2 Medium Sand