411109_Well Construction - GW1_20130204

NON RESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources -Division of Water Quality
WELL CONTRACTOR CERTIFICATION #: 2799A 411 Q
9
1. WELL CONTRACTOR:
John E. Wood, III
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) Test Well
3. WELL USE (Check One Box): Monitoring ® Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation ❑ Other ❑ (list use):
DATE DRILLED: December 12, 2012
4. WELL LOCATION:
801 Sutton Steam Plant Road, 28401
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Wilmington COUNTY: New Hanover
TOPOGRAPHIC / LAND SETTING (check appropriate box)
DSlope ❑ Valley ® Flat ❑ Ridge ❑Other:
LATITUDE: 77.975355 DD
LONGITUDE:
34.282915 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.)
Sutton Steam Plan
Facility Name
801 Sutton Steam Plant Road
N/A
Facility ID # (if applicable)
Street Address
Wilmington
City or Town
Robbie Brayboy
NC
State
Contact Name
801 Sutton Steam Plant Road
28401
Zip Code
Mailing Address
Wilmington NC 28401
City or Town State Zip Code
(910)- 341-4718
Area code - Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 38
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO
c. WATER LEVEL Below Top of Casing:1 1.5 FT.
(Use "+" if Above Top of Casing)
• d. TOP OF CASING IS 1.27 • 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): 100 qpm METHOD OF TEST: Gas Pump
• f. DISINFECTION: Type N/A Amount: N/A
g. WATER ZONES (depth):
• Top Bottom Top Bottom
• Top Bottom Top Bottom
Top Bottom Top Bottom
7. CASING:
Thickness/
Depth Diameter Weight Material
Top 0 Bottom 18 Ft. 2 in. Sch. 40 PVC
Top Bottom Ft. in.
Top Bottom Ft. in.
8. GROUT:
Depth Material Method
Top 0 Bottom 5 Ft. Bent. Pellets Surface Pour
Top Bottom Ft.
Top Bottom Ft.
9. SCREEN:
Depth Diameter Slot Size Material
Top 18 Bottom 38 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 5 Bottom 38 Ft. #2 Medium Torpedo Sand
• Top Bottom Ft.
Top Bottom Ft.
• 11. DRILLING LOG
• Top Bottom Formation Description
SEE
/
12. REMARKS:
-ATTACHED
4,797,
FF a W13
• I DO HEREBY CERTIFY THAT THIS WELL :$ CONSTRL1CTED'71 'ACCORDANCE WITH
• 15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
• RECORD HAS BEEN PROVIDED TO THE WELL QWNER.
• Sl
"
ATURE OF CERTIFIED WELL CONTRACTOR
: John E. Wood, III
: PRINTED NAME OF PERSON CONSTRUCTING T„ IE WELL
p
15
DATE
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-1617, Phone No. [phone]
JM JAN 2 fl 1
Modified from
Form GW-1 b
Rev. 2/09

1 4
i
LL
r
-�. ATLIN
Engineers and Scientists
212130
Wilmington, NC SHEET 1 OF 1
PROJECT NO.: 212130
STATE: N.C.
COUNTY: New Hanover
LOCATION: Wilmington
PROJECT NAME: Progress Energy Well 6C
Replacement
LOGGED BY: Justin Heter
WELL ID:
Test Well
DRILLER: John E. Wood, III
.
NORTHING: 195556
EASTING: 2309534
CREW: John Boone
SYSTEM: NCSP NAD 83 (ft)
BORING LOCATION: 15ft. ENE of Well 6D
T.O.C. ELEV.: 17.41
DRILL MACHINE: CME 550
METHOD: H.S.A. / M.R.
0 HOUR DTW: 10.0
TOTAL DEPTH: 38.0
START DATE: 12/12/12
FINISH DATE: 12/12/12
24 HOUR DTW: 11.5
WELL DEPTH: 38.0
DEPTH
BLOW
0.5ft
0.5ft
COUNT
o.5ft
0.5ft
OVA
(PPm)
LAB.
o
i
s
L
G
SOIL AND ROCK
DESCRIPTION
DEPTH ELEVATION
WELL
DETAIL
0.0 LAND SURFACE 16.1
1.3
0.0
_
-
_
3.5
-'
8.5
=
3.5 12.6
li� 0
2" Slot .010 2" Sch. 40 PVC
Sch. 40 PVC
,�,
•,•
••
A
OA
A
2
3
3
M
:
::::
5.0 (SP) - f. SAND. Uniform. Loose. 11 1
•,•
•Brown,
•• 5.0
8.5 7.6
�.:::.:::
4
5
9
M
...
:.:..:
10.0 (SP) - S.A.A. Med. dense. 6.1
11
13.5 2.6
•
13.5
7_
7
11
12
Sat.
..
:
15.0 (SP) - S.A.A. Grayish -brown. 1.1
18.5 -2.4
.:::..-..
_ .
-
18.5 -
9
13
15
Sat.
::
20.0 (SP) - S.A.A. Lighter grayish -brown. -3.9
-
_
23.5 -7.4
_ •
= .
23.5 _
4
5
6
Sat.
25.0 (SP - S.A.A. -8.9 9
' -'
28.5 -12.4
28.5
4
6
5
Sat.
30.0 (SP) - S.A.A. Tr. med. sand. -13.9
33.5 -17.4
=•:-
-f::: 38.0
33.5 _
3
3
5
Sat.
(SP) - S.A.A. Loose.
35.0-18.9
36.5 -20.4
36.5 -
5
6
6
Sat.
37.5 SP - S.A.A. Med. dense. -21.4
•
3R.(SMl Lt brown, Silty f. SAND. Uniform. 9
-
%
-
Borin Terminated at Elevation -21.9 ft
u.
u
Bentonite Pellets
#2 Medium Sand