405373_Well Construction - GW1_20120523

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North Carolina Department of Environment and Natural Resources - Division of Water Quality
WELL C
1. WELL CONTRACT®
D.T. Chalmers, Jr.
(1f
NTRACT
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CAE
111)
Well Contractor (Individual) Name
CATLIN Engineers and Scientists
Well Contractor Company Name
220 Old Dairy Road
City or Town
( 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) ? MV\/7.
Street Address
Wilmington North Carolina
State
28405
Zip Code
TIFICATION #: 4146A
3. WELL USE (Check One Box): Monitoring 14 Municipal/Public ❑ ;
Recovery ❑ Injection ❑
Industrial/Commercial ❑ Agricultural ❑
Irrigation 0 Other ❑ (list use):
DATE DRILLED: April 30, 2012
4. WELL LOCATION:
1 Hanover St., 28401
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Wilmington COUNTY: New Hanover
TOPOGRAPHIC / LAND SETTING (check appropriate box)
dope ❑ Valley
LATITUDE:
LONGITUDE.
1 Flat ❑ Ridge ❑ Other:
34.24326317 DD
77.949824271 DD
Latitude/longitude source: 14 GPS 0 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.)
The City Marina Wilmington, LLC N/A
Facility Name
1 Hanover St.
Facility ID # (if applicable)
Street Address
Wilmington
City or Town
Kyle Myers
NC
State
28401
Zip Code
Contact Name
720 N 3rd St.
Mailing Address
Wilmington NC 28401
City or Town State Zip Code
(910)- 251-6160
Area code - Phone number
6. WELL DETAILS:
a. TOTAL DEPTH:
17
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO
c. WATER LEVELBelow Top of Casing:14.3 FT.
,
(Use ' +' if Above Top of Casing)
11
d. TP
1
l�i
nP-
. • r
F CASING IS 2.95 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): N/A METHOD OF TEST: N/A
f. DISINFECTION: Type N/A Amount: 6i9/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 5 Ft. 2 in. Sch. 40 PVC
Top Bottom Ft. in.
Top Bottom Ft. in.
8. G OUT:
Depth Material Method
Top Bottom Ft.
Top 1 Bottom 5 Ft. Bent. Pellets Surface Pour
Top Bottom Ft.
9. SCREEN:
Depth Diameter Slot Size Material
Top 5 Bottom 17 Ft. 2 in. Slot .010 in. PVC
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth
Top 5 Bottom
Top Bottom
Top Bottom
11. DRILLING LOG
Top Bottom
Size Material
17 Ft. #2 Medium Torpedo Sand
: 12. REMARKS:
Ft.
Ft.
Formation Description
SEE
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I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUb - 43ccORDANeE'WITH
• 15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A CONY OF THIS
• RECO; HAS BEEN PROVIDED TO THE WELL OWNER.
•
SIGNATURE OF CERTIFIED WELL CONTRACTOR
: D.T. Chalmers, Jr.
: PRINTED NAME OF PERSON CONSTRUCTING THE WELL
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]
Modified from
Form GW-1 b
Rev. 2/09

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Engineers and Scientists
SHEET 1 OF 11
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PROJECT NO.: 206-086
STATE: NC
COUNTY: . ew Hanover
LiCATI•JN: WHH I i ! ington
PROJECT NAME:
The City Marina Wilmington, LLC
LOGGED BY: Justin eter
WELL ID:
1, J -y ,, I
DRILLER: D.T. Chap ers, Jr.
NORTHING: 181206.4
EASTING:2317399.5'
CREW: Josh O'Connell
SYSTEM: NCSP NAD 83 (_ ' Sft)
BORING LOCATION: Corner of Front and Hanover St.
T.O.C. ELEV.: 26.66
DRILL MACHINE: Marooka
METHOD: I SA
0 HOUR DTW: 14.3
TOTAL DEPTH: 17.0
START DATE: 4/30/12
FINISH DATE: 4/30/12
24 HOUR DTW:
WELL DEPTH: 17.0
DEPTH
BLOW
6in
6in
COUNT
6in
6in
OVA
(ppm)
LAB.
M
°
s
L
a
G
SOIL AND ROCK
DEPTH DESCRIPTION ELEVATION
WELL
DETAIL
0.0 LAND SURFACE 23.7
3.0
0.0
0.0
-
-
2
7
4
4
0.0
D
.
.' .
.•:::-
•:
(SP) - Brown. f SAND. Uniform. Dry. Med
Dense. No odor. Gravel/ Concrete layer @ -
1-1.3'BLS .
2.0 21.7
0 if 1 1 II I ill I !lilt -Ili I I I I I I I Io
2" Slot .010 2" Sch. 40 PVC
Sch. 40 PVC
D
.:•:.'.:
::.::
:'...
(SP) - S.A.A. Gap -Graded. Trace large gravel,
rounded. Dry. No odor
4.0 19.7
2.0
-
5
5
4
5
0.0
M
: ::
:..::.
(SP) - S.A.A. Moist @ 5' BLS. No odor
6.0 17.7
_ 5.0
-
4.0
-
1
2
2
3
0.0
8.0 15.7
M
. • ..
..::.
::..:.::
(SP) - S.A.A. Moist. No odor
10.0 13.7
�:
_ :
8.0
-
1
2
3
3
0.0
13.0 10.7
�:
13.0
-
B.
•
c -
Sat.:::-::.
:::•.•-
(SP) - S.A.A. Dk gray. Saturated. No odor
15.0 8.7
.
,•
1
1
1
4
0.0
11
-J... 17.0
Boring Terminated at Elevation 6.7 ft
--
'
Bentonite Pellets
#2 Medium Sand