408218_Well Construction - GW1_20120920

NON RESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources -Division of Water Quality
WELL CONTRACTOR CERTIFICATION #: 2927A
1. WELL CONTRACTOR:
William J. Miller
Well Contractor (Individual) Name
CATLIN Engineers and Scientists
Well Contractor Company Name
220 Old Dairy Road
Street Address
Wilmington
City or Town
(9jQj - 452-5861
Area code - Phone number
2. WELL INFORMATION
North Carolina
State
28405
Zip Code
WELL CONSTRUCTION PERMIT #: N/A
OTHER ASSOCIATED PERMIT # (if applicable): N/A
SITE WELL ID # (if applicable) H MW-9
3. WELL USE (Check One Box): Monitoring ® Municipal/Public 0
Industrial/Commercial ❑ Agricultural 0 Recovery ❑ Injection 0
Irrigation ❑ Other 0 (list use):
DATE DRILLED: July 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)
❑Slope ❑ Valley ® Flat ❑ Ridge ❑ Other:
LATITUDE: DD
LONGITUDE: DD
Latitude/longitude source: ® 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 wet is located.)
The City Marina Wilmington, LLC N/A
Facility Name
1 Hanover St.
Facility ID # (if applicable)
Street Address
Wilmington
City or Town
NC
State
28401
Zip Code
Contact Name
Mailing Address
City or Town State Zip Code
il"
Area code - Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 12.5
b. DOES WELL REPLACE EXISTING WELL? YES ❑
c. WATER LEVEL Below Top of Casing: 7.08 FT.
„
(Use +, if Above Top of Casing)
d. TOP OF CASING IS 2.50 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): NIA METHOD OF TEST: N/A
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 2.5 Ft. 2 in. Sch. 40 PVC
Top Bottom Ft. in.
Top Bottom Ft. in.
8. GROUT:
Depth Material Method
Top Bottom Ft.
Top 0.5 Bottom 1 Ft. Bent. Surface Pour
Top Bottom Ft.
9. SCREEN: Depth Diameter Slot Size Material
Top 2.5 Bottom 12.5 Ft. 2 in. Slot .010 in. PVC
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
• 10. SAND/GRAVEL PACK:
• Depth
Top 1 Bottom 12.5
Size
Ft. #2 Medium
• Top Bottom Ft.
Top Bottom Ft.
• 11. DRILLING LOG
• Top Bottom
•
•
•
•
•
•
•
/
12. REMARKS:
Material
Torpedo Sand
Formation Description
SEE
ATTACHED
tifs
SEP2.O 2Q12
'� r o,��si�f' � i; ..t1� .
f/ F ,� r �""
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
• SIGNATURE OF CERTIFIED WELL CONTRACTOR
: William J. Miller
: 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-1b
Rev. 2/09

WELL
LOG
�
-. ATLIN
Engineers and Scientists
2os-os6
.
SHEET 1 OF 1
PROJECT NO.: 206-086
STATE: NC
COUNTY: New Hanover
LOCATION: Wilmington
PROJECT NAME:
LOGGED BY: Alan Jarrett
WELL ID:
The City Marina
Wilmington, LLC
DRILLER: William J. Miller
HMW-8
NORTHING: 181362.4
EASTING: 2317376.1
CREW:
SYSTEM: NCSP NAD 83 (USft)
BORING LOCATION: Building pad
T.O.C. ELEV.: 23.78
DRILL MACHINE: D-50
METHOD: H.S.A.
0 HOUR DTW: 5.4
TOTAL DEPTH: 11.6
START DATE: 7/30/12
FINISH DATE: 7/30/12
24 HOUR DM:
WELL DEPTH: 11.6
DEPTH
BLOW
6in
6in
COUNT
6in
6in
OVA
(ppm)
LAB.
M
°
s
L
0
G
SOIL AND ROCK
DEPTH DESCRIPTION ELEVATION
WELL
DETAIL
0.0 LAND SURFACE 20.4
3.4
0.0
-
4
6
5
5
M
.:.i.-:-.°
0 5 (GP) - Concrete slab
i I1
2" Slot .010 2" Sch. 40 PVC,
Sch. 40 PVC
I(IIIII11 1.U1.11.11111.(III111111(IIJI111.jUll11.111)1JIII►( III(I111i111l llll.l111(1111.111(I(�I I.I
r
-:.:.•;.
SP - Lt. brown med. SAND. Well -graded. •
( ) g
Moist. Loose.
2.0 18.4
_ _
W
-- — —
W
'
(SP) - S.A.A.
3.5 16.9
2.0
-
—
4
2
1
1
,
(CL) - It brown. Sandy CLAY. Gap -graded. V.
4.0 soft. 16.4
4.0
-woh
woh
1
1
(CL) - S.A.A.
6.0 • 14.4
W
(CL) - S.A.A. color shift to darker brown.
8.0 12.4
6.0
-woh
woh
1
3
W
. '' •
..—
' • -
. 1.'
(SM) - Brown silty SAND w/ tr clay.
Gap -graded. Med-dense.
10.0 10.4
N 8.0
c.
T'
0
-
?
LT
2
5
4
16
z
O
z
A -
1
0
o
a
(G
a _
N
a —
z
oc _
0
m
l0 _
Boring Terminated at Elevation 8.8 ft
Silty SAND w/ tr clay
Bentonite Pellets
#2 Medium Sand