411906_Well Construction - GW1_20130304

•
NON RESIDENTIAL WELL CONSTRUCTION' RECORD
North Carolina Department of Environment and Natural Resources - Division of Water Quality
WELL CONTRACTOR CERTIFICATION #: 4146A
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) USTTE/SW-MW17
3. WELL USE (Check One Box): Monitoring 119 MunicipaVPublic ❑
Industrial/Commercial 0 Agricultural 0 Recovery 0 Injection 0
Irrigation 0 Other 0 (list use).
DATE DRILLED: January 24, 2013
4. WELL LOCATION:
Rapid Refueler, New River MCAS,
(Street Name, umbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Jacksonville COUNTY: OnSIOW
TOPOGRAPHIC / LAND SETTING (check appropriate box)
❑Slope ❑Valley ®Flat ❑Ridge ❑Other:
34.711007 DD
LATITUDE'
LONGITUDE:
Latitude/longitude source: ® GPS ❑ 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.)
77.447950 DD
N/A N/A
Facility Name Facility ID # (if applicable)
Rapid Refueler, New River MCAS
Street Address
Jacksonville NC
City or Town State
Ms. Jenni Reed
Zip Code
Contact Name
Attn: GF/ EMD/ EQB/ 12 Post Lane
Mailing Address
Camp Lejeune NC 28542-0004
City or Town State Zip Code
f 910)- 451-5068
Area code - Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 50
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO FBI
c. WATER, LEVEL Below Top of Casing:11.24 FT.
(Use "+" if Above Top of Casing)
411906
d. TOP OF CASING IS 0.00 FT. Above Land Surface*
• Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C.0118.
e. YIELD (gpm): WA METHOD OF TEST:. WA
f. DISINFECTION: Type WA Amount: WA
g. WATER ZONES (depth):
Top
Top
Top
Bottom
Bottom
Bottom
Top
Top
Top
Bottom
Bottom
Bottom
7. CASING: Thickness/
Depth Diameter Weight Material
Top 0 Bottom 45 Ft. 2 in. Sch. 40 PVC
Top 0 Bottom 40 Ft. 6 in. Sch. 40
Top Bottom Ft. in.
8. GROUT:
Top 0
Top 38
Top
9. SCREEN:
Depth
Bottom
Bottom
Bottom
Material Method
38 Ft.Portland Cement Tremie
43 Ft. Bent. Pellets Surface Pour
Ft.
Depth Diameter Slot Size Material
Top 45 Bottom 50 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 43 Bottom 50 Ft. #2 Medium Torpedo Sand
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom Formation Description
SEE
ATTACHED
/
12. REMARKS:
fEB
2010
v-tatwanvY1
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD H:.e BEEN PROVIDED TO THE WELL OWNER.
SI ;«URE OF CE•TI' - e WEL CONYF($TOM
D.T. Chalmers, Jr.
PRINTED NAME OF PERSON CONSTRUCTINGWELL
--;2'/3
akTE
®� 2493 i+J
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-1617, Phone No. [phone]
Modified from
Form GW-lb

. & WELL
LOG
--'.--- TLIN
Engineer: and Scientists
z1107
Wilmmglan, NC SHEET 1 OF 2
PROJECT NO.: 211071
STATE: NC
COUNTY: Onslow
LOCATION: Jacksonville
PROJECT NAME: JP
LOGGED BY: Corey Futral
WELL ID:
-5
Stormwater
DRILLER: D.T. Chalmers, Jr.
USTTE/SW-
NORTHING: 3843724
EASTING: 275814
CREW: Josh O'Connell
MW1 7
SYSTEM: UTM NAD83 (m)
BORING LOCATION:
T.O.C. ELEV.: 23.0
DRILL MACHINE: CME-550 .
METHOD: H.S.A/Mud Rotary
O HOUR DTW: 11.2
TOTAL DEPTH: 50.0
START DATE: 01/22/13
FINISH DATE: 01/24/13
24 HOUR DTW: N/A
WELL DEPTH: 50.0
DEPTH
BLOW
0.5ft
0.5ft
COUNT
0.5ft
0.5ft
OVA
(PP,„")
LAB.
o
y
S
L
o
c
SOIL AND ROCK
DEPTH DESCRIPTION ELEVATION
WELL
DETAIL
0.0 LAND SURFACE 23.0
0.0
0.0
-':'
as (SM) - Dk. brown, Silty f. SAND (TOPSOIL) w/�
IVI f_1-al 1 1 1-I TI 11 1 1 1 1 1 1 1 1 1 1 1 1 f 1 1 1
O
2° Sch. 40 PVC
__
I I riliViA^T(I1 rI id Iii I, L.I. iii 1111 III.I..li:b1:Ci: .C.1 11 i�li I I -I � �'II�'I I�Ii ICI �I iCI I.1,11i.1 l rr1,1•C I I H 1I-I I:1:IIIi i:1,1.1:1.1,1 bl.li I bl 1:1:Ii III,1
6" Sch. 40
3
3
4
4
2.7
M
• \grass at top.
(SM) - Med. brown to med. gray, Silty f. SAND.
2'°Uniform. Loose. 21.0
=_
-_
2.0
4
4
3
2
10.7
M
(ML) - Med. gray, Sandy SILT w/clay. Uniform.
Loose. Some elasticity.
4.0 19.0
4.0
1
2
2
2
3.1
M
%
/
(CL) - Med. to dk. gray w/orange mottling,
Sandy to Silty CLAY. Uniform. Soft. Low
6.0 plasticity. 17.0
6.0
2
2
1
2
6 7
W
//
(SM/CL) - S.A.A. to Silty/Clayey f. SAND. Soft
8.0 to v. loose. 15.0
8.0
W
9.0 (SM/CL) - S.A.A. 14.0
-_
1
3
2
2
6.9
(SC) - Lt. gray, Clayey f. SAND. Uniform.
10.0 Loose. 13.0
10.0
1
1
1
2
46.2
Sat.
/
(CL) - Dk. gray, Sandy CLAY w/silt. Uniform.
Soft. Low plasticity.
12.0 11.0
A'
12.0
f%/
13.0 (CL) -S.A.A. 10.0
_
woh
woh
1
3
49.8
Sat.
i.
(t//
(SC) - Dk. gray, Clayey f. SAND. Uniform. V.
14.0 loose. Low plasticity. 9.0
14.0
3
4
5
6
6.5
Sat.
(SP) - S.A.A. No clay. Med dense.
1s.0 7.0
-_
16.0
3
5
5
6
8.1
Sat.
: >
(SP) - S.A.A.
5.0
=_
18.0
2
3
4
5
22.9
Sat.
<;::;:
(SP) - S.A.A. Loose.
20.0 3.0
-_
20.0
4
4
6
6
27.7
Sat.
::
:
(SP) - S.A.A. Med. dense.
22.0 1.0
=_
22.0
;
4
4
5
5
23.6
Sat.
::
(SP) - S.A.A.
24.0 -1.0
-_
24.0
4
4
3
3
19.9
Sat.
::
(SP) - S.A.A. Loose.
2s.o°-
26.0
1
1
1
1
17.1
Sat.f}
1/4
(SP/SC) - S.A.A. w/clay. V. loose
28.0AR5.6
28.0
id-FLI
(GW) - Lt. gray, LIMESTONE w/clay. t'
-
wor
3
8
9
12.2
Sat
*Li-
Well Med. dense.
'
-graded. 8y;_,___-
30.0 -7.0
_
Portland Cement
Bentonite Pellets
rig Medium Sand

si
WELL
LOG
-CATN
2107 CATLIN
Engineers andScientists
minivan, NC 2 OF 2
PROJECT NO.: 211071
STATE: NC
COUNTY: Onslow
LOCATION: Jacksonville
PROJECT NAME: JP-5 StormWater
LOGGED BY: Corey Futral
WELL ID:
DRILLER: D.T. Chalmers, Jr.
USTTE/SW-
NORTHING: 3843724
EASTING: 275814
CREW: Josh O'Connell
MW17
SYSTEM: UTM NAD83 (m) BORING LOCATION:
T.O.C. ELEV.: 23.0
DRILL MACHINE: CME-550 METHOD: H.S.A/Mud Rotary
0 HOUR DTW: 11.2
TOTAL DEPTH: 50.0
START DATE: 01/22/13 FINISH DATE: 01/24/13
24 HOUR DTW: N/A
WELL DEPTH: 50.0
DEPTH
BLOW
0.5ft
0.5ft
COUNT
0.5ft
0.5ft
OVA
(PPm)
LAB.
o
I
s
L
o
SOIL AND ROCK
DEPTH DESCRIPTION ELEVATION
WELL
DETAIL
30.0
' ',
_
-
9
11
6
4
12.9
Sat.
(GW) - S.A.A. Increase in clay at depth.
-
_
_
' 1u
32.0
32 0 -s.0
_
4
4
4
5
7.4
Sat.
'' .
(SW) - Lt. gray, silty to clayey f. to med. SAND
tr. limestone. Gap to well -graded. Loose.
34.0 -11.0
_
:
_-
_
-
-
34.0
4
8
8
7
25.3
Sat.
(SW) - S.A.A. Tr. limestone. Med. dense.
36.0 -13.0
-
-
_
__
36.0
4
4
6
9
18.3
Sat.
'' .:
(SW) - S.A.A. Increase limestone and clay.
38.0 5.0
-
-
=_
38.0
38.0
4
3
8
8
7.2
Sat..
".
39.0 (SW) -S.A.A. -16.0
-
-
40.0
(SM) - Lt. to med. gray, Silty f. SAND tr. shell
40.0 fragments. Gap graded. Med. dense. -17.0
=
=40.0
6
7
4
8
0.3
Sat.
-"- c
(SM) - S.A.A. Med. gray. High shell fragments
and tr. clay. Gap to well graded.
42.0 -19.0
-
_
_
42.0
44.0
4
4
5
9
1.9
Sat.
''
(SM) - S.A.A.
44.0 -21.0
-
_
43.0
46.0
6
9
8
10
3.4
Sat.
: .�
(SM) - S.A.A. Moderate shell fragments. Gap
graded.
46.0 -23.0
_ 45.0
-
-
-
5
8
12
17
4.0
Sat.
-'
(SM/ML) - Silty, f. SAND to Sandy SILT w/tr.
shell fragments. Uniform.
48.0 -25.0
- 0°-.i-'
oo
- m .
-."
48.0
50.0
10
13
15
18
3.2
Sat.
(SM/ML) - S.A.A. Med. dense.
50.0 -27.0
-
-
- 50.0
-
= sew
Boring Terminated at Elevation -27.0 ft in Silty f. SAND to Sandy SILT.
\
Via(.,
.
_
S
�-------
0
0
Portland Cement
Bentonite Pellets
42 Medium Sand