HomeMy WebLinkAboutWI0800560_Permit (Issuance)_20220405UNITED STATES MARINE CORPS
MARINE CORPS INSTALLATIONS EAST -MARINE CORPS BASE
PSC BOX 20005
CAMP LEJEUNE NC 28542-0005
5090.10.1
G-F/BEMD
MAR 1..1 2022
UIC Program
North Carolina Department of
Environmental Quality
Division of Water Resources
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
To Whom It May Concern:
Marine Corps Base Camp Lejeune respectfully submits the
enclosed Notice of Intent (NOI) for approval to conduct a small-
scale injection operation at petroleum remediation site Hadnot
Point Fuel Farm (NCDEQ DWM Incidents #3671 and 10615). The
proposed injection event is being completed to attempt to reduce
dissolved phase 2L groundwater quality exceedances at the site.
No new wells will be installed. One event is proposed and will
be conducted upon approval of the NOI. The proposed injection
event will be followed up with an electronically submitted
Injection Event Record.
If you have any questions or comments, please contact Mr.
Hagan Ratliff, Environmental Quality Branch, Environmental
Management Division, G-F, at (910)451-5878. Please reference
document number 26608 in your reply.
erely,
LOWDER,
nvir .�ment
P.E.
RsEtT A.
Director, -_� al Management
By direction of
the Commanding General
Enclosure: Hadnot Point Fuel Farm Notification of Intent (NOI)
to Construct or Operate Injection Wells
Copy to:
File (ODI 26608)
RECEIVED
MAR 2 2 2022
NC DEQ/DWR
Central Office
NC Department of Environmental Quality — Division of Water Resources (DWR)
NOTIFICATION OF INTENT (NOI) TO CONSTRUCT OR OPERATE INJECTION WELLS
The following are `permitted by rule" and do not require an individual permit when constructed in accordance
with the rules of 15A NCAC 02C.0200 (NOTE: This form must be received at least 14 DAYS prior to infection)
AQUIFER TEST WELLS (15A NCAC 02C .0220)
These wells are used to inject uncontaminated fluid into an aquifer to determine aquifer hydraulic characteristics.
IN SITU REMEDIATION (15A NCAC 02C .022.5) or TRACER WELLS (ISA NCAC 02C .0229):
1) Passive Injection Systems - In -well delivery systems to diffuse injectants into the subsurface. Examples include
ORC socks, iSOC systems, and other gas infusion methods (Note: Injection Event Records (IER) do not need to be
submitted for replacement of each sock used in ORC systems).
2) Small -Scale Injection Operations — Injection wells located within a land surface area not to exceed 10,000
square feet for the purpose of soil or groundwater remediation or tracer tests. An individual permit shall be required
for test or treatment areas exceeding 10,000 square feet.
3) Pilot Tests - Preliminary studies conducted for the purpose of evaluating the technical feasibility of a
remediation strategy in order to develop a full scale remediation plan for future implementation, and where the
surface area of the injection zone wells is located within an area that does not exceed five percent of the land surface
above the known extent of groundwater contamination. An individual permit shall be required to conduct more
than one pilot test on any separate groundwater contaminant plume.
4) Air Injection Wells - Used to inject ambient air to enhance in -situ treatment of soil or groundwater.
5) In -Situ Thermal Wells {ISTI — Used to `heat' contaminated groundwater to enhance remediation.
Print Clearly or Type Information. Illegible Submittals Will Be Returned as Incomplete.
DATE: November 23 , 2021
PERMIT NO. (to be filled in by DWR)
NOTE- If this NOI is being submitted as notification of a modification of a previously issued NOI for this site (e.g.,
different injection wells, plume, additives, etc.) and still meets the deemed permitted by rule criteria, provide the
previously assigned permit tracking number and any needed relevant information to assess and approve injection:
Permit No. WI Issued Date:
A. WELL TYPE TO BE CONSTRUCTED OR OPERATED
(1) Air Injection Well Complete sections B through F, J, M
(2) Aquifer Test Well Complete sections B through F, J, M
(3) Passive Injection System . Complete sections B through F, H-M
(4) X Small -Scale Injection Operation Complete sections B through M
(5) Pilot Test . Complete sections B through M
(6) Tracer Injection Well Complete sections B through M
(7) In -Situ Thermal (IST) Well Complete sections B through M
B. STATUS OF WELL OWNER: Federal Government
Deemed Permitted GW Remediation NOI Rev. 2-17-2020 Page 1
Enclosure (1)
C. WELL OWNER(S) — State name of Business/Agency, and Name and Title of person delegated authority to
sign on behalf of the business or agency:
Name: MCB Camp Lejeune. Environmental Management Division. Attn: Robert A. Lowder
Mailing Address: 12 Post Lane
City: MCB Camp Lejeune State: NC Zip Code: 28542 County:
Onslow Day Tele No.: 910-451-9607 Ce11 No.:
EMAIL Address: robert.a.lowder@usmc.mil usmc.mil Fax No.:
D. PROPERTY OWNER(S) (if different than well owner/applicant)
Name and Title: Same as above
Company Name
Mailing Address:
City: State: Zip Code: County:
Day Tele No.: Cell No.:
EMAIL Address: Fax No.:
E. PROJECT CONTACT (Typically Environmental Consulting/Engineering Firm)
Name: Ben Grosser. Rhea Engineers and Consultants. Inc.
Mailing Address: 5024 Randall Parkway
City: Wilmington State: NC Zip Code:28403 County: New Hanover
Day Tele No.: 910-350-3156 Cell No.: 910-650-9677
EMAIL Address: ben.grosser@rhea.us
Fax No.:
F. PHYSICAL LOCATION OF WELL SITE
Physical Address: Hadnot Point Fuel Farm, Incident #s 3671 and 10615
County: Onslow
City: MCB Camp Lejeune _ State: NC Zip Code: 28542
(2) Geographic Coordinates: Latitude**: 34 ° 40 ' 17.69 " or
Longitude**: 77 ° 19 ' 54.30 " or
Reference Datum: Accuracy:
Method of Collection:
* *FOR AIR INJECTION AND AQUIFER TEST WELLS ONLY: A FACILITY SITE MAP WITH PROPERTY.
BOUNDARIES MAY BE SUBMITTED IN LIEU OF GEOGRAPHIC COORDINATES.
G. TREATMENT AREA
Land surface area of contaminant plume: approximately 1.066.000 square feet
Land surface area of inj. well network: approximately 5600 ft2 (< 10,000 ft2 for small-scale injections)
Percent of contaminant plume area to be treated: 0.5% (must be < 5% of plume for pilot test injections)
H. INJECTION ZONE MAPS — Attach the following to the notification.
(1) Contaminant plume map(s) with isoconcentration lines that show the horizontal extent of the
contaminant plume in soil and groundwater, existing and proposed monitoring wells, and existing and
proposed injection wells; and
Deemed Permitted GW Remediation NOI Rev. 2-17-2020 Page 2
(2) Cross-section(s) to the known or projected depth of contamination that show the horizontal and vertical
extent of the contaminant plume in soil and groundwater, changes in lithology, existing and proposed
monitoring wells, and existing and proposed injection wells.
(3) Potentiometric surface map(s) indicating the rate and direction of groundwater movement, plus existing
and proposed wells.
DESCRIPTION OF PROPOSED INJECTION ACTIVITIES AT THE SITE — Provide a brief narrative
regarding the cause of the contamination, and purpose, scope, goals of the proposed injection activity:
The goal of this injection is to attempt to reduce impacted groundwater in the vicinity of eight monitoring wells
to below Gross Contaminant Levels. The impacted water is the result of releases from a historic fuel farm. This
small-scale injection event is projected to occur over one week. The proposed monitoring/injection wells
(USTHPFF-MW02, USTHPFF-RW02. USTHPFF-MW1OR USTHPFFC-MW29, USTHPFFC-MW79,
USTHPFFC-MW86. USTHPFF-MW88. and USTHPFFC-MW67R) will each receive a total of approximately
250 pounds of CBN® mixture with approximately 300 gallons of water with approximately 7.5 gallons of
Petrobac®.
J. )ELL V'NolTitEgnimpAirott_proposed 8 Existing (provide NC Well
Construction Record (GW-1) for each well)
Appx. injection depths (BLS):15ft
For Proposed wells or Existing wells not having GW-ls, provide well construction details for each
injection well in a diagram or table format. A single diagram or line in a table can be used for
multiple wells with the same construction details. Well construction details shall include the
following (indicate if construction is proposed or as -built):
(a) Well type as permanent, Geoprobe/DPT, or subsurface distribution infiltration gallery
(b) Depth below land surface of casing, each grout type and depth, screen, and sand pack
(c) Well contractor name and certification number
(2)
(3)
K. INJECTION SUMMARY
NOTE: Only intectants approved by the epidemiology section of the NC Division of Public. Health. Department
of Health and Human Services can be injected. Approved injectants can be found online at
http://deq.nc.eov/about/divisions/water-resources/water-resources-hermits/wastewater-branch ground-water-
protection/ground-water-approved-intectants. All other substances must be reviewed by the DHHS prior to use.
Contact the UIC Program for more info it you wish to get approval for a different additive. However, please
note it mat take 3 months or longer. If no intectants are to be used use N/A.
Injectant: CBN/Petrobac Total Amt. to be injected (gal)/event: 2.000 lbs/60 gallons
Injectant: Total Amt. to be injected (gal)/event:
Injectant: Total Amt. to be injected (gal)/event:
Injectant: Total Amt. to be injected (gal)/event:
Total Amt. to be injected (gal/event): 2,000Ibs and 60 gallons
No. of separate injection events: 0 Total Amt. to be injected (gal):
Deemed Permitted GW Remediation NOI Rev. 2-17-2020 Page 3
Source of Water (if applicable): Lot 203
L. MONITORING PLAN — Describe below or in separate attachment a monitoring plan to be used to determine
if violations of groundwater quality standards specified in Subchapter 02L result from the injection activity.
Each monitoring well will be sampled in the next annual sampling event scheduled for July 2022. Samples will
be analyzed for VOCs using United States Environmental Protection Agency (USEPA) Method 8260.
M. SIGNATURE OF APPLICANT AND PROPERTY OWNER
Well Owner/Applicant: "I hereby certf under penalty of law, that I am familiar with the information
submitted in this document and all attachments thereto and that, based on my inquiry of those individuals
immediately responsible for obtaining said information, I believe that the information is true, accurate and
com te. I am aware that there are significant penalties, including the possibility of fines and imprisonment,
fo sub itting false mation. I agree to construct, operate, maintain, repair, and if applicable, abandon the
ll c 1 rll reh ,d appurtenances in accordance with the 15A NCAC 02C 0200 Rules."
Robert A. Lowder, P.E.; Director, Environmental Management Division
Print or Type Full Name and Title
Property Owner (if the property is not owned by the Well Owner/Applicant):
"As owner of the property on which the injection well(s) are to be constructed and operated, I hereby consent to
allow the applicant to construct each injection well as outlined in this application and agree that it shall be the
responsibility of the applicant to ensure that the injection well(s) conform to the Well Construction Standards
(15A NCAC 02C .0200)."
"Owner" means any person who holds the fee or other property rights in the well being constructed. A well
is real property and its construction on land shall be deemed to vest ownership in the land owner, in the
absence of contrary agreement in writing.
Signature* of Property Owner (if different from applicant) Print or Type Full Name and Title
*An access agreement between the applicant and property owner may be submitted in lieu of a signature on this form.
Please send 1 (one) hard color copy of this NOI along with a copy on an attached CD or Flash Drive at least
two (2) weeks prior to injection to:
DWR — UIC Program
1636 Mail Service Center
Raleigh, NC 27699-1636
Telephone: (919) 707-9000
Deemed Permitted GW Remediation NOI Rev. 2-17-2020 Page 4
a
0 Z
aswre
U- <
W Z m =
K
I-
L, re
Z Z o Z
0 O o LL
o< w
❑Z 22J
Z
=a a
o
N
U N U
a
0 3
J
2W 0
a W IX
2 a U
- m =
LL O d K
Z z O Z
DOO
awzZ
2
O arw
Z
a a
N
N
▪ N
W
N <
Q
_1O0
W F Z
Sao
m 0w a
6) ZJ2
W
it O H
0 OQN
LL �'o
0-ZN
w 0 ceo
211 441 0233333 [
MI4A ,.00L
M3IA NV1d SNOL1.03S SSOND
ZOO Z 3NIr OZ -0C: 1.0Z
3N11.331 &IVO
ME'S ScR103 3N121614
NV31311.1 IN/Od IONOY1.1
L.)3031
;.
b.<
z
— -
3
ni u un
a D11110 ?;4
I •
211
I., _ _._)
n'.---; c
k i 1
i ! kr--' 6. .„, • -
E : 0. ,
f f-.:H
1 L
ii n t--:,-, ,
, :
1,4-1 ..Y.I 1 1 -,, , i• 1 i
,,,,,,,,,......„-• ,_ 0 0 ; g i 1
.....
:4 t' -4 .1 -1: ' '''''
^ JXVIP. 4333
. ..1 i -
:a.—
, rO
1 ; 'I :
:--
1 I t- •,-. 1 ,
t
1 lif ?
-,z
0
8 , .• . .1;' ,!! I ! . I I
01 I I I!!11
c.-2.:3 • ; '
1 °' I
Li-...;14
W !
S,
I_ ._ t r:, :t.
I ' i: 1 F 1 I
1 11'
i.. . 1.
i t .::',,.' 1 = -- -!,,,.....7.M.-03:-.4 .f t 1 : I
f_
,
! !
. ,••
• to
••• !k•,. it! g.1-I -;"
/, !
!!
1
\
,
;
; I
(...._ . I
) 1-
?' ,N.3,3`,‘", •nc, ‘3,...\1 1 i .,.-.,•:,-,,,::.,C.,,,,,, 1 ' " - r', I i .,, . ..._
1 .
i 1
1
- ' I
41
I-
. I......,:t.',''1.„ '1,rf-•'-'''-''.r,E,ai,,,-"'_'.'''.-"-11.,r. -
...,!,!r
w:"--`1 -, :r!...-i • !
-1 1L
ofl
1
x
N
w9
tZ
I
U
U
I
I
PEAT and ORGANIC
■ C�
21€21:1:11) 11':''11P Ile,
_ o 0
fl!) uoiaona13
8
8
c
0
8
2 $ g
® ®i
I al a al
21
I
II
II
II
III
•l
l
•
111
;g7
II '
11
y� S
it I
gl 0
ggi -t
41
r
U
I•
•1 11111:11Et111
I
l.' •
I..
8
OhUOOAl3
m
J
0
c
0
0
H
J
(n
0
U_
Zd
0
CC
0
0
a
w
a
■
J
0
0
c
0
1-
-J
U
0
0
z
s
z
0
0
N
LLD
VP
0
0
s
2
S *'
d al
EIN®®
8
2
J. 8 at Ig
RIB
z
yN�
ti
I
CO
T
EL�LaA ..'.�`%.iltd-��:�:
1
CO
r
I
PEAT and ORGANIC RICH SILT and CLAY
h
—
N
ti.
•
L.
I
I I
1I
i1
i.
• I
•♦ Is
y•
• .
•
(U) 11030nal3
•
•.
28
4.
c6' co
N
n v
z v c
D. E
o V N
d =
SIB
Stit
0
\\
0
CO
c•
`ice
\`
E�{:
.-
m
J
0
J
(n
e
U
cc
U
0
Cc
a
c
0
a
w
rl
SILT and CLAY
INORGANIC
■
8
uononal3
8
8
2
1
J
ce
Fa
;.1
Nx„
}
CO
. ;AEONF Fgymu
\y i U ,
1 '
•
CO
2
1—.
fa MIR
, A
_=.- EMI Nat SOMMINI
R
m
(11) UO) OA l3
HPHHHHH!::;E<<�::�
L
PEAT and ORGANIC RICH SILT and CLAY
■
, INORGANIC SILK and CLAY
2
Z
0
1--
0
wen
cn
0,
0
Ct
0
:s
I I
I �
I I
I
I I
I �+
I '
I
i
II
II
II
I
II
I
I I
II
m
U
4
m
NENE
a
J
a
0
PEAT and ORGANIC RICH SILT
■
d
a
W
0
U
5.
a
W
a
j a }
N I k I
N
M II
Co
0
0
al
f.l
—- —• 1 -
(r
3-
s
•
INORGANIC SILT and CLA'
8
uolaona13
z
0
F-
0
mmnu-
(nu-
m
0
0
v
al ® IE
_ ' I
I I
Lit 64511MS'3:::35grf-
I w�
/ I
/ I
r 1
r 0 I
l
1 1
I1
r I
I Jar
Al
I 1 I
r �y I
"I E YV J D
t•
La-
EI
i
0.)
•
T
�k1H HH HH HH HNNH HH IHH HH HH HI
it
nl 5 5 M -E.
�f
CID uogonal3
-J—
GO
}
J
0
0
1—
J
•
o'BRIEN $ GERE
IC1NEERS, INC.
USTHPFF-RWO2
TEST BORING LOG
Report of Boring Mo.: RW#2
Sheet 1 of 1
F.. ject Location: Camp LeJeune, NC
Client: Navy
SAMPLER
Type: 2" 0.D. Split Spoon
Hammer: 140 lbs. Fall: 30"
Ground Water Depth Date
Depth Date
File No.: 3543.012
E 'ring Co.: Environmental Monitoring 8 Testing Corp.
F _eman: Mike Ransier
ObG Geologist: John 0. Conway
f_th
Sample
No
Blows Penetr/ "N"
Depth /6" Recovry Value
Boring Location:
Ground Elevation:
Dates: Started:12/13/89
Ended: 2/13/89
Sample
Description
10
20
Dry, gray, fine to medium SAND with
a little silt.
Groundwater.
Wet, gray, fine to medium, quartz
SAND with 1-5% heavies.
Wet. Black, fine to medium quartz SAND.
Stratum
Change
Genera!
Descript
Equipment
Installed
Field Testing
pH
Sp
Cond
HNU
R
m
k
s*
No spoons taken. Descriptions based on recovery of augers.
I
L
I
L
USTHPFF-RWO2
GROUND SURFACE-\
(ice �I�li
iIJf!
TOP3OF SEAL DEPTH
TOP OF SAND DEPTH
6
TOP OF SCREEN DEPTH
8
BOTTOM OF SCREEN DEPTH
33
FLUSH MOUNIEI? S1EEL
PROTECTIVE CASING W/LID
CEMENT/ BENTONITE GROUT
6 I.D. PVC SCHEDULE IQ --
WELL CASING
BENTONIT.E PELLET SEAL
6
I. D. PVC SCHEDULE
WQ...L SCREEN
SLOT SIZE
SAND PACK
Camp LeJeune
RW#2
MONITORING WELL SPECIFICATIONS
N. T. S.
40
1! O'BRIEN&[SERE
North Carolina — Department of Environment and Natural Resources — Division of Water Quality — Groundwater Section
1636 Mail Service Center — Raleigh, N.C. 27699-1636 — Phone (919) 733-3221
WELL CONSTRUCTION RECORD
H PFF — 29
WELL CONTRACTOR: Bobbie Fowler/Richard Catlin & Associates
WELL CONTRACTOR CERTIFICATION #: 2869
STATE WELL CONSTRUCTION PERMIT #: N/A
1. WELL USE (Check Applicable Box): Residential Municipal Industrial Agricultural Monitoring
Recovery Heat Pump Water Injection Other If Other, list use:
2. WELL LOCATION: (Show sketch of the location below)
Nearest Town: Jacksonville County: _Onslow
Hadnot Point Fuel Farm
(Road Name and Numbers, Community, or Subdivision and Lot No.)
3. OWNER LANTDIV NAVFACENGCOM, Commanding General
Address _AC/S EMD/Marine Corps Base/PSC Box 20004
(Street or Route No.)
Camp Lejeune, North Carolina 28542-0004
City or Town State
Zip Code
4. DATE DRILLED 1/21/00
5. TOTAL DEPTH 14.0'
6. CUTTINGS COLLECTED XX YES NO
7. DOES WELL REPLACE EXISTING WELL? YES XX NO
8. STATIC WATER LEVEL Below Top of Casing 6.8 Ft.
(Use "+" if Above Top of Casing)
9. TOP OF CASING IS Ft. Above Land Surface*
*Top of casing terminated at/or below land surface requires a variance in
accordance with 15A NCAC 2C.0118
10, YIELD (gpm): N/A METHOD OF TEST N/A
11. WATER ZONES (depth) Surficial Aquifer
_DRILLING LOG
From To
DEPTH
Formation Description
SEE BORING LOG
12. CHLORINATION: Type N/A Amount N/A If additional space is needed use back of form
13. CASING: Wall Thickness
Depth Diameter or Weight/Ft. Material LOCATION SKETCH
From 0 _ To 4 Ft. 2" SCH 40 PVC (Show direction and distance from at least two State
From To _ _ Ft. Roads, or other map reference points)
From To Ft. _
14. GROUT:
Depth Material Method
From 0 To 0.5 Ft. _Cement Pour
From 0.5 _ To _2.0 Ft. Bentonite Chips
15. SCREEN:
Depth Diameter Slot Size Material
From 4 To 14 Ft. 2 in. .010 in. PVC
From To Ft. in. in.
From To Ft in in.
16. SAND/GRAVEL PACK:
Depth Size Material
From 2 To _ 14 Ft. _Torpedo SAND
From To _ Ft.
17. REMARKS:
SEE FIGURE 1.2
1 DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C, WELL
CONSTRUCTIONN STANDARDS, AND THAT A COP) F THIS RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
FOR OFFICE USE ONLY
Quad No:
Serial No:
SIGNATURE OF PERSON CONSTRUCTINGXHE WELL
/ , 7ATE-c v
D
Submit original to Division of Water Quality, Groundwater Section within 30 days
GW-1 REV.12/99
0.0'
±6.8'
GROUT
WATER TABLE y
2'"-0.010 SLOTTED
PVC WELL SCREEN
SAND PACK
PLUG
HPFF-29
•
•'
--12" WATERTIGHT
MANHOLE ASSEMBLY
4" DIAMETER THREADED
AND LOCKABLE CAP
•
3'x 1'X 0.50'
•
L5'BENTONITE SEAL
2_5'SAND PACK
ABOVE SCREEN
4.0'
(RISER)
TOTAL DEPTH =14.0'
10.0'
(WELL SCREEN)
w
C AIX L L i 11 HADNOT POINT
FUEL FARM
ENGINEERSandSCIEiln6TS CAMP LEJEUNE, NC
WILMINGTON, NORTH CAROLINA JCS Na200-004t°A1E
ITU
FLUSH TYPE II
MONITORING WELL DETAIL
NTS I°RA"" er:
CNEWED Erg
FIGURE
tiaillE 083 CRIrin-11 REV. RI 2
WELL LOG
PROJECT NO.: 210095
STATE: NC
COUNTY:
CATLIN
Engineers and Scientists
5
Wilma ton, NC SHEET 1 OF 1
Onslow
LOCATION: Jacksonville
PROJECT NAME: Michael Rd. Fuel Farm at Hadnot
Point Fuel Farm
LOGGED BY:
Tom Stetler
DRILLER:
William J. Miller
NORTHING: 3839142.6 . EASTING: 286464.7
CREW:
WELL ID:
USTHPFFC-
MW86
SYSTEM: UTM NAD83 (m)
DRILL MACHINE: Diedrich D-50
START DATE: 9/2/10
BORING LOCATION:
METHOD: H.S. Augers
FINISH DATE:
DEPTH
BLOW COUNT OVA
Sin 6in Sin bin (PPm)
LAB.
M
0
s
L
0
G
DEPTH
9/2/10
0 HOUR DTW: 10.6
24 HOUR DTW: 10.4
SOIL AND ROCK
DESCRIPTION
T.O.C. ELEV.: 28.85
TOTAL DEPTH: 15.0
WELL DEPTH: 15.0
ELEVATION
WELL
DETAIL
1.0
3.0
5.0
7.0
9.0
i ATI IN RORINC; I [1C' 711DYaSMICNAFI fill FIJF1 FARM AT HPFF C;PJ CATI IN (IRS 9/13/10
0.0
1.0
56
341
UST
HPFFC
-MW87
(3-5)
M
3.5
LAND SURFACE
29.31
0.0
(SM) - Light brown, Silty, v.f. SAND Tr clay.
No HCO.
177
7
1000+
1000+
7,0
M/W
9.5
28.3
25.8
(SP) - Tan, v.f. SAND. Uniform. Slight HCO.
(SP/SM) - Tan, interlayered v.f. SAND and
Silty, v.f. SAND. Strong HCO.
22.3
19.8
(SC/CL) - Gray, Clayey, v.f. SAND to Sandy
CLAY. Strong HCO.
11.0
Boring Terminated at Elevation 14.3 ft
18.3
0.4
6.0
14.5
15.0
o.
1.0
3.6
16.0
L . Portland Cement
.:4!4
Bentonite Pellets
#2 Medium Sand
± 7.5
GROUT
WATER TABLE Q 7,,
2"-0.010 SLOTTED
PVC WELL SCREEN
SAND PACK
PLUG
12" WATERTIGHT
MANHOLE ASSEMBLY
4" DIAMETER THREADED
AND LOCKABLE CAP
51x 5'x 0.50"
3000 P.S.I.
CONCRETE PAD
4.5'
(RISER)
1' BENTONITE SEAL
1.5'SAND PACK
ABOVE SCREEN
TOTAL DEPTH = 15' i
in,
(WELL SCREEN;
HPFF2
if Collin k � he
anwegungssrass :q :, . �.-t
fNEVA INGIDPSN II 011010GS1S RC&A
TILIONGTON. NC CHARLESTON. SC ATLANTA, GA NOCOEsa-LE. NC
PROJECT
POINT FUEL FARM
MARINE CORPS BASE
CAMP LEJEUNE, N.C.
MONITORINGTR SURFACE TYPE II
WELL DETAIL
�cua�
,iae eo: 95093 PIAM DEC. 9 5 '
0eom m E cwea n T P
ACAD FxE: STD DETAILS
i
i
t
t
LL-:
L
354Z.00Z.320
CEMENT PAD
GROUND SURFACE..
TOP OF SEAL
TOP OF SAND
U.S. Navy Well No. MW-Z
Haclnot Point Tank Farm
Camp LeJeune, NC
„..—PROTECTIVE STEEL
`// CASING AND LOCK
ELEV .: DEPTH:
FT. 4,OFT
FT 5.CF T
TOP OF SCREEN FT T
BOT. OF SCREEN
BOT. OF
BOREHOLE
FT 17.0'
FT . 18.0'
INSIDE DIAMETER 4
HP/A\
T N
RISER PIPE
MATERIAL: PVC
SCHEDULE 40
INSIDE DIA.: Z IN.
CEh1ENT / BENTONITE GROUT
0R
/—OENTONITE SEAL
!'� SAND PACK
SLOTTED SCREEN
MATERIAL: PVC
SCHEDULE: 40
INSIDE DIA..
SLOT NO.
Z
2n
IN.
DIA. OF BOREHOLE: 8 IN
TYPICAL OVERBURDEN MONITORING WELL
t
i
i
i
t
i
i
i
3542.002.320
CEMENT PAD
GROUND SURFACE
U.S. Navy
Hadnot Point Tank Farm
Camp LeJeune, NC
p!
ELEV .: DEPTH:
TOP OF SEAL FT . 2.0FT
TOP OF SAND FT . 3.0FT
TOP OF SCREEN FT . 5.0FT
BOT. OF SCREEN
BOT. OF
BOREHOLE
FT . , 15.0'
FT 15.0'
Well No. MW 10
`PROTECTIVE STEEL
`/ CASING AND LOCK
INSIDE DIAMETER 8 TN
RISER PIPE
MATERIAL:
SCHEDULE:
PVC
40
INSIDE DIA .: 7, IN
CEMENT / BENTONITE GROUT
4 OR
BENTONITE SEAL •
// SAND PACK
SLOTTED SCREEN
MAT EP.IAL:
SCHEDULE:
PVC
40
INSIDE DIA.. 2
SLOT NO. 70
IN
DIA. OF BOREHOLE 8 IN
TYPICAL OVERBURDEN MONITORING WELL
N. r.s.
(:1•7f lT.T1 r. ^.
WELL LOG
PROJECT NO.: 210095
STATE: NC
COUNTY: Onslow
PROJECT NAME: Michael Rd. Fuel Farm at Hadnot
Point Fuel Farm
NORTHING: 3839162.2 EASTING:
SYSTEM: UTM NAD83 (m) _
DRILL MACHINE: Diedrich D-50
START DATE: 9/2/10
DEPTH BLOW COUNT OVA LAB.
6in 6in 6in 6in (PPm)
286468.4
BORING LOCATION:
LOGGED BY:
DRILLER:
CREW:
METHOD: H.S. Augers
FINISH DATE: 9/2/10
M
s
L
O
G
DEPTH
" CATLIN
Engineers and Scientists
is210095SHEET 1 OF 1
WNmiminplon, NC
LOCATION: Jacksonville
Tom Stetler WELL ID:
William J. Miller USTHPFFC-
MW88
0 HOUR DTW: 10.0
24 HOUR DTW: 10.2
T.O.C. ELEV.: 28.84
TOTAL DEPTH: 15.0
WELL DEPTH: 14.5
SOIL AND ROCK
DESCRIPTION
ELEVATION
WELL
DETAIL
-1
ATI IN Rj C ( (7C. 7"Infi45 MiI- 4FI Rfl FI IEL FARM AT NPFF f;PJ CAT! IN (:f1T 9l7711f1
1,0
— 2 3
3.0
8.0
13.0
3
2
12
0.0 LAND SURFACE
1.0
— 2
2
3
3
UST
76 HPFFC
-MW88
(3-5)
M
3.5
5.0
29.0
(SC/SM) - Brown to orange brown, Silty to
Clayey, v.f._ SAND. No HCO.
(SP) - Grayish tan, v.f. SAND. Tr. silt. No
HCO.
- 5
3
1
2
368
— 2
4
5
6
1000+
8.0
M/VV
(SM) - Grayish tan, Silty, f. to v.f. SAND.
9.0 Strong HCO.
(CL) - Grayish tan, Sandy CLAY. Low plast.
10o Tr. orange brown mottling. Strong HCO.
13.0
Sat.
15.0
(SP) - Grayish tan, v.f. SAND. Tr. interlayered
clayey, v.f. sand. Strong HCO.
28.0
19.0
a
Boring Terminated at Elevation 14.0 ft
00
1.0
3,0
1E0
Portland Cement
:•ii
Bentonite Pellets [#2 Medium Sand
LOG
CATLIN
34 Engineers and Scientists
'WELL
w,90, n.iC SHEET 1 OF 2
PROJECT NO.: 209-034 I STATE: NC
COUNTY: Onslow
LOCATION:Jacksonville
PROJECT NAME:
LOGGED BY: Torn Stetler
WELL ID:
Bldg. 1114 Additional Wells
DRILLER: John E. Wood, III
USTHPFFC-
NORTHING: 3839047.9
EASTING: 286305.1
CREW: Roger Caulder
MW79
SYSTEM: UTM NAD83 (m)
BORING LOCATION:Side of East Rd.
T.O.C. ELEV.: 24.92
DRILL MACHINE: CME 45B ATV
METHOD: H.S. Augers
Q HOUR DTW: 5.3
TOTAL DEPTH: 27.0
START DATE: 6/16/09
FINISH
DATE: 6/16/09
24 HOUR DTW: 8.7
WELL DEPTH: - 27.0
DEPTH
BLOW
bin
6in
COUNT
bin
6in
OVA
(Ppm)
LAB
o
s
o
G
SOIL AND ROCK ( WELL
DEPTH DESCRIPTION ELEVATIONI` DETAIL
0.0 LAND SURFACE 25.6
0.0
(SM) -Brown SILTY SAND. Fill material.
1 o Trace GRAVEL. Moist. No HCO. 24 6
- 0.7
0.0
2
2
2
2
6.5
(SM) - Topsoil - Dark brown SILTY SAND.
Native. Moist. No HCO.
2.5 23.1
-
-
M
44
+: �
4
;
+''
2 0
-
-
2
1
2
2
84.1
(SM) - Brown SILTY SAND. Trace interlayered
clay. Strong HCO @ base of interval. Moist.
Grades into grayish and orange -brown.
Saturated at 6' BLS. HCO odor fades with
depth.
11.0 14.6
-
-
-
,.
-
-
- 4
a
v-
-
w
- N
_
=
-
•
4+
8.0
M
r.
,
Sat.
.
4.0
-woh
1
2
2
16.6
-
Sat.
- -, -
6.0
_
-
-
8.0-
-
1
2
2
1
19.3
Sat.
•i
.
•l_
2
2
2
3
5.0
•
• ' •
10.0
-
_
2
2
1
1
43.8
Sat.
(CUML) - Dark brown CLAYEY SILT to SILTY
CLAY. Sharp contact with above. Wet. Slight
12 5 HCO odor. 13.1
...
-
f
12.0
N -woh
a -
•14.0
3
4
5
227.0
Sat.
(SM) - Brown SILTY SAND in gradational
contact with above. Saturated. Slight to
moderate HCO odor. Grades to gray.
Decreasing silt with depth.
15.5 10.1
-
-
-
-
-
a -
-
3
5
4
5
382.9
M.
(SC) Gray CLAYEY SAND. Moist. Slight
HCO odor.
17.0 8.6
17.0
16.5
i
-
1
6
8
8
+5000
-
(SP) - Gray fine to very fine SAND with trace
SILT. Wet. Very strong HCO odor. At 18',
trace rotting wood fragments. Product poured
out top of spoon. Saturated at base.
20.0 5.6
--
-
-
W
::: ;::
Sat.
;
'::::.
18.0
-
-
E
F.
3
5
4
4
+5000
nPortland Cement
Bentonite Pellets
#2 Medium Sand
wELL
LoG
---.1441. CATLIN
Engineers and ScientretS
20mhngt4an,
Wilmington, NC SHEET 2 OF 2
PROJECT NO.: 209-034
STATE: NC I COUNTY: Onslow .
LOCATION:Jacksonville
PROJECT NAME:
LOGGED BY: Tom Stetler
WELL ID:
Bldg. 1114
Additional Wells
DRILLER: John E. Wood, Ill
USTHPFFC-
NORTHING: 3839047.9
EASTING: 286305.1
CREW: Roger Caulder
MW79
SYSTEM: UTM NAD83 (m)
BORING LOCATION:Side of East Rd.
T.O.C. ELEV.: 24.92
DRILL MACHINE: CME 45B ATV
METHOD: H.S. Augers
0 HOUR DTW: 5.3
TOTAL DEPTH: 27.0
START DATE: 6/16/09
FINISH DATE: 6/16/09
24 HOUR DTW: 8.7
WELL DEPTH: 27.0
DEPTH
BLOW
Bin
sin
COUNT
Bin
sin
OVA
(PPm)
LAB.
o
I
S
L
o
G
SOIL AND ROCK
DEPTH DESCRIPTION ELEVATION
WELL
DETAIL
20.0
3
5
8
7
4372
Sat.
. /
0/
!.
-
->—•::
.--.•
_':
�.
22.0
2
4
6
5
216.5
Sat.
;:
(SP/SC) -Gray interlayered fine to very fine
SAND and CLAYEY SAND (up to 2" in
thickness). Very strong HCO odor. HCO odor
oc
N t
'—
:..
�`:':
_
''
24.0
-
2
2
3
3
260.3
Sat.
/
7
fades with depth.
_
_
_
27.0 -1.4
27.0
rr e
Boring Terminated at Elev. -1.4 ft
FlPortland Cement
Bentonite Pellets El#2 Medium Sand
NC WELL CONSTRUCTION RECORD 202-027.GPJ CATLIN.GDT 09/16/02
WELL CONSTRUCTION RECORD
North Carolina - Department of Environment and Natural Resources - Division of Water Quality - Groundwater Section
WELL CONTRACTOR (INDIVIDUAL) NAME (print) Bobbie Fowler _ CERTIFICATION # 2869
WELL CONTRACTOR COMPANY NAME CATLIN Engineers & Scientists PHONE # _ (910) 452-5861
STATE WELL CONSTRUCTION PERMIT # 2869 ASSOCIATED WO PERMIT # N/A
(if applicable) applicable)"
HP F F-67
1. WELL USE (Check Applicable Box): Residential❑ Municipal/Public 0 Industrial 0 Agricultural 0
Monitoring ® Recovery 0 Heat Pump Water Injection 0 Other 0 If Other, List Use _
2. WELL LOCATION: (Show sketch of the location below)
Nearest Town: Camp Lejeune County: Onslow
Camp Lejeune
(Road Name and Numbers, Community, Subdivision, Lot No., Zip Code)
3. OWNER: LANTDIV NAVFACENGCOM Commanding General
Address:
AC/S EMD/Marine Corps Base/PSC Box 20004
(Street or Route No.)
Camp Lejeune _ NC 28542-0004
City or Town State Zip Code
Area code - Phone number
4. DATE DRILLED. 2/6/2002
5. TOTAL DEPTH: 80
6. DOES WELL REPLACE EXISTING WELL? YES 0 NO 110
7. STATIC WATER LEVEL Below Top of Casing LJ .12 FT.
(Use "+" if Above Top of Casing)
8. TOP OF CASING IS -0.4 FT. Above Land Surface*
* Top of casing terminated at/or below land surface requires
a variance in accordance with 15A NCAC 2C.0I 18
9. YIELD (gpm): N/A METHOD OF TEST N/A
10. WATER ZONES (depth): Surficial Aquifer
12. DISINFECTION: Type
13. CASING: Depth
From 0.4 To 75
From 0 To 70
From 0 To 38
14. GROUT: Depth
From 0 To
From 69 To 73
15. SCREEN:
Depth Diameter
From 75 _To 80 ft 2 in
From To ft in
69
N/A Amount N/A
Wall Thikness
Diameter or Weight/Ft.
ft 2" in.
ft 4" in
ft 6" in
Sch. 40
Sch. 40
Sch. 40
Material
ft. Portland Cement
ft. Bent. Pellets
Material
PVC
PVC
PVC
Method
Tremie
Surface Pour
Slot Size Material
Slot .010 in PVC
16. SAND/GRAVEL PACK:
Depth Size
From 73 To 80 ft #2 Medium
From To ft
17. REMARKS:
in
Material
Torpedo Sand
Topographic/Land Setting
❑Ridge ❑Slope 0 Valley ®Flat
(check appropriate box)
Northing/Easting of well location
3839026.7/286312.9 -
UTM NAD83 (m)
Latitude/longitude source:IE GPS ❑ Topo. map
(check box)
DEPTH DRILLING LOG
From To Formation Description
SEE
ATTACHED
LOCATION SKETCH
Show direction and distance in miles from at least
two State Roads or County Roads. Include road
numbers and common road names.
SEE
ATTACHED
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C, WELL
CONS UCTION TAN RDS, AND THATlA CRPY OF THIS RECORD S BEEN PROVIDED TO THE WELL OWNER.
2/
-62
SIGNATURE OF PERSON CONSTRUCTING THE WELL DATE
Submit original to Division of Water Quality, Groundwater Section, 1636 Mail Service Center - Raleigh, NC Modified from:
27699-1636 Phone No. (919) 733-3221, within 30 days. GW-1 REV.07/2001
GP.