412286_Well Construction - GW1_20130318

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) SW-7
3. WELL USE (Check One Box): Monitoring XI MunicipaVPublic ❑
IndustriaVCommercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation ❑ Other ❑ (list use):
DATE DRILLED: January 31, 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 El Flat ❑Ridge ❑Other:
LATITUDE:
34.718072 DD
LONGITUDE: 77.451397 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 NC
City or Town State
Zip Code
Contact Name
Mailing Address
City or Town State Zip Code
LI-
Area code - Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 15
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO ESl
c. WATER LEVEL Below Top of Casing: 2.62 FT.
(Use "+" if Above Top of Casing)
tl. TOP OF CASING IC 0.00 FT. Above Land Surface*
• Top M casing terminated atfor below land surface may require
a variance In accordance with 15A NCAC 2C.0118.
e. YIELD (gpm): WA METHOD OF TEST: N/A
f. DISINFECTION: Type WA Amount: WA
g. WATER ZONES (depth):
Top Bottom Top
Top Bottom Top
Top Bottom Top
7. CASING: Depth Diameter Thickness/
Weight
Bottom
Bottom
Bottom
412286
Material
Top 0 Bottom 5 Ft. 1 in. Sch. 40 PVC
Top Bottom Ft. in.
Top Bottom Ft. in.
8. GROUT: Depth
Top Bottom Ft.
Top 3 Bottom 4 Ft.
Top Bottom Ft.
9. SCREEN: Depth Diameter Slot Size
Top 5 Bottom 15 Ft. 1 in. Slot .010 in.
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
Top 4 Bottom 15 Ft. #2 Medium Torpedo Sand
Top Bottom Ft.
Top Bottom Ft.
Material Method
Material
PVC
11. DRILLING LOG
Top Bottom
/
/
12. REMARKS:
Formation Description
MAR '-8 '/M3
S MATION PROCtSSING UNIT -
ATTACHED
r1ct rr
) Of, t.
�i
I DO HEREBY CERTIFY THAT THIS W ELLWS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS,T'ANOTHATA-COPPOF-T+IIS
RECORD HptS BEEN PROVIDED TO THE WELL OWNER.
SIG AT RE OF ERTIFlED WELL CTOR
D.T. Chalmers, Jr.
2-zr a0y3
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-lb
Rev. 2/09

WELL
LOG
efts
�- CATLIN
Engineers and Scientists
212113
WJmingion. NC SHEET 1 OF 1
PROJECTNO.: 212113
STATE: NC
COUNTY: Onslow
LOCATION: Jacksonville
PROJECT NAME: P690 Armory
LOGGED BY: Corey Futral
WELL ID:
DRILLER: D.T. Chalmers, Jr.
NORTHING: 355956
EASTING: 2465336
CREW: Josh O'Connell
SW-7
SYSTEM: NCSP NAD 83 (USft)
BORING LOCATION:
T.O.C. ELEV.: 17.0
DRILL MACHINE: CME-45B
METHOD: H.S.A.
0 HOUR DTW: 0.0
TOTAL DEPTH: 15.0
START DATE: 01/31/13
FINISH DATE: 01/31/13 _
24 HOUR DTW: 2.6
WELL DEPTH: 15.0_
DEPTH
BLOW
0.5ft
0.5ft
COUNT
0.5ft
0.5ft
OVA
(PPm)
LAB.
o
s
L
G
SOIL AND ROCK
DEPTH DESCRIPTION ELEVATION
WELL
DETAIL
0.0 LAND SURFACE 17.0
v o.o
,tar
a.o
\.-az�ASPHALT
(GW) - ABC STONE 18:8
1.0
-
3.0
3
2
3
3
M
f48
j
(CH) - Dk. gray, CLAY. Uniform. Med. stiff.
Med. to high plasticity.
14.0
3.0.g
- a
;�
i
-
4
3
3
3
Ss-26
M
j
j
(CL) - Dk. to med. gray, CLAY. Uniform. Med.
stiff. Low plasticity:
5.0 12.0
_
5.0
4.0
5.0
-
7.0
2
1
1
1
W
%
(CL) -S.A.A. tr. orange mottling. Low
plasticity. V. soft.
7.0 10.0
=
-
-woh
woh
woh
woh
SS-27
Sat.
/
(CH) - S.A.A. w/high plasticity.
9.0 8.0
-
9.D
-woh
11.0
woh
woh
woh
Sat.
(CH) - S.A.A.
Ito 6.0
_
go-
- o<-..'
"J
_'_:'
--..'
-woh
woh
woh
woh
Sat.
j
(CH) -S.A.A. tr. roots @depth.
13:0 4.0
-
_ 13.0
-woh
15.0
woh
woh
2
Sat.
j
j
(CH) - S.A.A- w/roots throughout
15.0 2.0
-
15.0
= 15.0
-
Boring Terminated at Elevation 2.0 ft
in CLAY w/roots.
11 i R U' 7
MAR 10 2013
_
-
_
-
Bentonite Pellets
42 Medium Sand