412284_Well Construction - GW1_20130318

NON RESIDENTIAL WELL CONSTRUCTION RECORD 412 2 5 .1
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 (IndNidual) 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) SW-1
3. WELL USE (Check One Box): Monitoring ® MunicipaVPublic ❑
Industrial/Commercial 0 Agricultural 0 Recovery 0 Injection 0
Irrigation 0 Other 0 (list use):
DATE DRILLED: January 30, 2013
4. WELL LOCATION:
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Jacksonville couNTY: Onslow
TOPOGRAPHIC / LAND SETTING (check appropriate box)
❑Slope ❑Valley XFIat ❑Ridge ❑Other:
LATITUDE:
LONGITUDE.
34.718611 DD
77.451505 DD
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.)
N/A N/A
Facility Name Facility ID # (if applicable)
Street Address
Jacksonville
City or Town
NC
State
Zip Code
Contact Name
Mailing Address
City or Town State Zip Code
LI-
Area code - Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 10
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO
c. WATER LEVEL Below Top of Casing: 3.54 FT.
(Use "+o if Above Top of Casing)
d. TOP OF CASING IS 0.00 FT. Above Land Surface*
• Top of casing terminated atfor below land surface may require
a variance in accordance wim 15A NCAC 2C.0118.
e. YIELD (gpm): WA METHOD OF TEST: S
f. DISINFECTION: Type N/A Amount: WA
g. WATER ZONES (depth):
Top
Top
Top
Bottom
Bottom
Bottom
Top
Top
Top
Bottom
Bottom
Bottom
7. CASING: Depth Diameter Thickness/
Weight
Top 0 Bottom 5 Ft. 1 in. Sch. 40
Top Bottom Ft. in.
Top Bottom Ft. in.
8. GROUT:
Material
PVC
Depth Material Method
Top Bottom Ft.
Top 2 Bottom 3 Ft.
Top Bottom Ft.
9. SCREEN: Depth Diameter Slot Size
Top 5 Bottom 10 Ft. 1 in. Slot .010 in.
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
Material
PVC
10. SAND/GRAVEL PACK:
Depth Size Material
Top 3 Bottom 10 Ft. #2 Medium Torpedo Sand
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom
Formation Description
12. REMARKS:
MAR - 8 2013
WATER QUALITY SEG I ION
S E ENFORMATION PROCESSING UNIT
ATTACHED
r'""^
MAR 1 8 2013
I D0 HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NC C 2C, WELL CONSTRUCTION STANDARDS. AND THAT A COPY OF THIS
RECO D HAS BEEN PROVIDED TO THE WELL OWNER.
Z �Sm/3
SI TUBE OF CERTIFIED WELL C NTRACTOR
D.T. Chalmers, Jr.
DATE
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-1617, Phone No. [phone]
Modified from
Form GW-1 b
Rev. 2/09

WELL
LOG
CATLIN-
Engineers and Scientists
212113
wnmingtan, ec SHEET 1 OF 1
PROJECT NO.: 212113
STATE: NC
COUNTY: Onslow
LOCATION:. Jacksonville
PROJECT NAME: P690 Armory
LOGGED BY: Corey Futral
WELL ID:
DRILLER: D.T. Chalmers, Jr.
NORTHING: 356152
EASTING:
2465300
CREW: Larry Wessell
SW-1
SYSTEM: NCSP NAD 83 (USft)
BORING
LOCATION:
T.O.C. ELEV.: 17.8
DRILL MACHINE:
METHOD:
Hand Auger
0 HOUR DPW: 7.0
TOTAL DEPTH: 10.0
START DATE: 01/30/13
FINISH DATE:
01/30/13
24HOUR DM: 3.5
WELL DEPTH: 10.0
DEPTH
BLOW
0.5ft
0.5ft
COUNT
0.5ft
0.5ft
OVA
(PPm)
LAB.
o
L SOIL AND ROCK
a DEPTH DESCRIPTION ELEVATION
WELL
DETAIL
0.0 LAND SURFACE 17.8
O.o
0.0
G
w
a
(SM) - Black, SURFICIAL ORGANIC LADEN
r 0.9 SOIL. Siltyf. SAND. Uniform. 16.9
0.9
R
W
1.5 (SM) - S.A.A. 16.3
1.5
q
W
20 (CL) , Silty to Sandy CLAY. Uniform. Low 158
2.0
---
B
SS-12
W
plasticity tr. roots @ depth.
2.5 sa
2.5
SS-13
W
(CL) - S.A.A.
3.0 (CL) - Med. Sandy CLAY tr. orange 14.8
3.0
R
W
gray,
3.5 mottling. Uniform. Low plast. 14.3
3.5
A
W
%JJ
4.0 (CL) - S.A.A. 13.s
4.0
B
Sat.
a,5 (CL) -S.A.A. 13a
4.5
G
Sat.
A.
f
5.0 (CUCH) - Med. Sandy CLAY tr. 12 9
5.0
R
Sat.
/
gray, orange
mottling. Uniform. Med. to high plast.
s.0 (CUCH) S.A.A.- 11.8
6.0
A
-_
SS
Sat.
/f
6.5 (CUCH) - S.A.A. 11.3
6.5
Sat.
A
7.0 (CUCH) - S.A.A. 10.8
7.0
10.0
Sat.
�
��
(CUCH) - S.A.A. No recovery on H.A. was able
to push down to 10' BLS. in assumed same
10.0 material as above. 7 s
Boring Terminated at Elevation 7.8 ft
in CLAY.
MAR 18 2013
" "'11"1
Bentonite Pellets
it2 Medium Sand