HomeMy WebLinkAbout411110_Well Construction - GW1_20130204NON RESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources - Division of Water Quality
411110
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
City or Town
( 910) - 452-5861
Area code - Phone number
North Carolina
State
28405
Zip Code
2. WELL INFORMATION
WELL CONSTRUCTION PERMIT #: WS0800932
OTHER ASSOCIATED PERMIT # (if applicable): N/A
SITE WELL ID # (if applicable) WELL 6D
3. WELL USE (Check One Box): Monitoring ❑ Municipal/Public ❑
Industrial/Commercial ® Agricultural ❑ Recovery ❑ Injection ❑
Irrigation ❑ Other ❑ (list use):
DATE DRILLED: December 21, 2013
4. WELL LOCATION:
801 Sutton Steam Plant Road, 28401
(Street Narne, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Wilmington COUNTY: New Hanover
TOPOGRAPHIC / LAND SETTING (check appropriate box)
❑Slope ❑ Valley ® Flat ❑ Ridge ❑ Other:
LATITUDE: 77.975423 DD
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.)
34.282907 DD
Sutton Steam Plant
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
City or Town State
f910)- 341-4718
Area code - Phone number
6. WELL DETAILS:
a. TOTAL DEPTH:
39.4
b. DOES WELL REPLACE EXISTING WELL? YES
c. WATER LEVEL Below Top of Casing:12.48 FT.
(Use "+" if Above Top of Casing)
28401
Zip Code
►1
d. TOP OF CASING IS 2.39 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): 300 qpm METHOD OF TEST: Air Lift
f. DISINFECTION: Type HTH Amount: 4oz
g. WATER ZONES (depth):
Top . Bottom Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
7. CASING:
Depth
Thickness/
Diameter Weight Material
Top 0 Bottom 22.6 Ft. 6 in. Sch. 10 SS
Top Bottom Ft. in.
Top Bottom Ft. in.
8. GROUT:
Depth Material Method
Top 0 Bottom 10 Ft.Portland Cement Tremie
Top 10 Bottom 19 Ft. Bent. Pellets Surface Pour
Top Bottom Ft.
9. SCREEN:
Top 22.6
Top
Top
Depth
Bottom
Bottom
Bottom
Diameter Slot Size Material
37.6 Ft. 6 in. .030 in. SS
• 10. SAND/GRAVEL PACK:
Depth
: Top 19 Bottom
Ft. in.
Ft. in.
Size
40 Ft. Coarse
in.
in.
Top Bottom Ft.
Top Bottom Ft.
• 11. DRILLING LOG
• Top Bottom
/
Material
Torpedo Sand
Formation Description
SEE
/
' 12. REMARKS:
.ATTACHED
7a
!
• I DO HEREBY CERTIFY THAT THIS WO_ WAS CONSTRUCTED. IN ACCORD ,i` E WITH
• 15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
• RECORRA AS BEEN PROVIDED TO THE STANDARDS,
-
NO ❑ •
r�
-IG-Zs f3
• SI L'�' E'F CERTIWELL CRA"CTOR
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
JAN 2 8 2°13
D.T. Chalmers, Jr.
DATE
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-1617, Phone No. (919) 807-6300
'informs
� � ion �r���sano r��liodified from
��,fo=e r,...Y R �Form GW-1 b
Rev. 2/09
4
ELL
LOG
Engineers and Scien
212:1.-CATLIN
Wilmington, NC SHEET 1 OF 1
Wilmington,
PROJECT NO.: 212130
STATE: N.C.
COUNTY: New Hanover
LOCATION: Wilmington
PROJECT NAME: Progress
Energy Well 6C
LOGGED BY: Justin Heter
WELL ID:
Replacement
DRILLER: D.T. Chalmers, Jr.
WELL 6D
NORTHING: 195551
EASTING: 2309514
CREW: Josh O'Connell
SYSTEM: N CS P NAD 83 (ft)
BORING LOCATION:
T.O.C. ELEV.: 18.47
DRILL MACHINE: CME 550
METHOD: H.S. Augers
0 HOUR DTW: 11.8
TOTAL DEPTH: 40.0
START DATE: 12/21/13
FINISH DATE: 12/21/13
24 HOUR DTW: 12.5
WELL DEPTH: 39.4
DEPTH
BLOW
0.5ft
0.5ft
COUNT
0.5ft
0.5ft
OVA
(ppm)
LAB.
o
1
s
L
°
SOIL AND ROCK
DESCRIPTION
DEPTH ELEVATION
WELL
DETAIL
0.0 LAND SURFACE 16.1
2.4
0.0
3.5 12.6
11111111111111111111111111111111111111111111111 IAII-IIIIIIIIIIIIIIIIIIIIIIIIIIII
43
(00 v N:IN in im
6" .030 6" Sch. 10 SS
Sch. 10 SS
Illllllllllllllllilllllllllllllllllllllllllil
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � � i i r i i i � i i�� �� i� � � � i i � i
a o0 00 00 °° °° °° 00 00 00 00 °° 00 °° °° °° 00 00 °° 00 00 °° °° °° 00 •IYIYIYIYI•�•�•�•I•�•�•I•� CCI•� III
• j j
0 (O O
b o 0
M
.:::
; .:
5.0 (SP) - Brown, f. SAND. Uniform. Loose. 11.1
3.5
2
3
3
8.5 7.6
M
::.:
10.0 (SP) - S.A.A. Med. dense. 6.1
8.5
4
5
9
13.5 2.6
Sat.
;:.::
15.0 (SP) - S.A.A. Grayish -brown. 1.1
13.5
7
11
12
18.5 -2.4
Sat.
;:
20.0 (SP) - S.A.A. Lighter grayish -brown. -3.9
18.5
9
13
15
23.5 -7.4
23.5
28.5
Sat.
:: ;
25.0 (SP) - S.A.A. -8 9
4
5
6
28.5 -12.4
Sat.•
-,._
: .::
30.0 (SP) - S.A.A. Tr. med. sand. -13.9
4
6
5
33.5 -17.4
33.5
36.5
Sat.
....
: ;:i:i:
35.0 (SP) - S.A.A. Loose. -18.9
3
3
5
36.5 -20.4
Sat.:::::::
.. .
37.5 (SP) - S.A.A. Med. dense. -21.4
5
6
6
"II'
3s.Q Silty f. SAND. Uniform. 9
(SM) - Lt brown,
Boring Terminated at Elevation -23.9 ft
Lithology and sampling data obtained from
Test Well installed 21 feet ENE of Well 6D.
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