WI0700511_Permit (Issuance)_20201110

TO: Shristi R. Shrestha
TRANSMITTAL
_ DATE: 10/28/2020
512 N Salisbury St. RE: Cherry Point MCAS
1636 Mail Service Center _ Site 133 - NOI
Raleigh, NC 27699 1636
We Are Transmitting Herewith The Following:
CATLIN Project No. 220001
ITEM
ACTION
Drawings
1. For Your Use
Specifications
2. For Review
Shop Drawings
3. Please Comment
Contract Documents
4. Reply ASAP
X Correspondence
5. Urgent
Reports
6. Returned
NO. OF COPIES
1
COMMENTS:
COPY TO:
TRANSMITTED BY
X US Mail
Messenger
Next Day Service
Other
DESCRIPTION
NOI for Site 133, Cherry Point MCAS
REC
SIG:
Oc r 3 0 2020
ACTION
CODE
2

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 ISA NCAC 02C.02&. (NOTE: This form must be received at least 14 DAYS prior to iniection�
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 .0225) or TRACER WELLS (15A NCAC 92C .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 O rations —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 Iniection Wells - Used to inject ambient air to enhance in -situ treatment of soil or groundwater.
5) In -Situ Thermal Wells tIST:! — Used to `heat' contaminated groundwater to enhance remediation.
Print Clearly or Type Information. Illegible Submittals Will Be Returned as Incomplete.
DATE: October 8 , 2020
PERMIT NO. W 10700511
(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) Small -Scale Injection Operation ...................... Complete sections B through M
(5) X 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

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(s): Geor =e Radford Environmental Affairs Officer
Mailing Address: PSC Box 8006 Marine Corps Air Station
City: Chem, Point State: NC Zip Code: 28533 County: Craven
Day Tele No.. 252 466-4562 Cell No.: N/A
EMAIL Address: elizabeth_harrison, wusmc.mil Fax No.: 252 466-2000
D. PROPERTY' OWNER(S) (if different than well owner/applicant)
Name and Title: Same as Well Owner
Company Name
Mailing Address:
City: State: Zip Code: County:
Day Tele No.: Cell No.:
E.
EMAIL Address: Fax No.: _
PROJECT CONTACT (Typically Environmental Consulting/Engineering Firm)
Name and Title: Shane Chasteen, COO
Company Name _ CATLIN En ,ineers and Scientists
Mailing Address: 220 Old Dairy Rd.
City: Wilmington State: NC Zip Code: 28405 County: New Hanover _
Day Tele No.: R 910) 452-5861 Cell No.:
EMAIL Address: shane.chasteeva catlinusa.com Fax No.:
F. PHYSICAL LOCATION OF WELL SITE
(1) Facility Name & Address: Bldg. 133. FRC East Complex. A Street. ( See attached site mapsl_
City: MCAS Cherry Point County: Craven _Zip Code: 28533
(2) Geographic Coordinates: Latitude**: or °
Longitude**:
Reference Datum:
Method of Collection:
11 or 0-
Accuracy:
**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: 400 square feet
Land surface area of inj. well network: 16 square feet (< 10,000 ftz for small-scale injections)
Percent of contaminant plume area to be treated: <4% (must be < 5% of plume for pilot test injections)
Deemed Permittcd GW Remediation NOI Rev. 2-17-2020 Page 2

H.
I.
J
K.
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
(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:
Previously it was discussed that remaining product might be only residual that is trapped in the sand pack and
soil around the wells. If true. a potential remed,. could be to introduce a small amount of surfactant, with
vigorous surging, followed bs aggressive fluid recovery i.e. vacuum the well dry). CATLIN and GES personnel
identified N2RW 12 as a candidate well for testing this option. CATLIN recommends introducing a small
amount of surfactant mixed with deionized water into this well followed by the surginit the well several times
over a 2-dav period. After suryinu, an aggessive fluid recovery event should remove approximately 10 times
the volume of fluid introduced into the well. This action should be followed by daily Agin = owe-z�hase
product to determine the efficacy of this option.
WELL CONSTRUCTION DATA
(1) No. of injection wells: Proposed I Existing (provide NC Well
Construction Record (GW-1) for each well)
(2) Appx. injection depths (BLS):_10-15 feet
(3) For Proposed wells or Existing wells not having GW-1 s, 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
INJECTION SUMMARY
NOTE: Onh, in'ectants glyproved bl• the a ,idemiolog v section o ftheNCDivision of Public Health Dg xartment
ot Health and Human Services can be infected. Ani2roved in'ectants can be lound online a
htt ://de .nc.iov/about/divisions/water-resources/water-resources- permits/wastewater-branch/ round-water-
protection/uound-water-aproved-injectants. All other substances must be reviewed by the DHHS . rior to use.
Contact the UIC Program for more in o jL you wish to get ayrovad t6r a di Brent additive. However please
note it marl take 3 months or longer. If no injectants are to be used use N/A.
Injectant: ETEC — PetroSoly Total Amt. to be injected (gal)/event: 10 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:
Deemed Permitted GW Remediation NOI Rev. 2-17-2020 Page 3

Injectant: Total Amt. to be injected (gal)/event:
Total Amt. to be injected (gal event): 10 P-allons _
No. of separate injection events: 1 Total Amt. to be injected (gal): 10 zailons
Source of Water (if applicable): MCAS Cherry Point Potable Water Sr stem
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.
N2RW 12 will be ,tiau-ed weekl to determine if/when free- hase roduct returns in this well after . ilot test.
M. SIGNATURE OF APPLICANT AND PROPERTY OWNER
Well Owner/A i ilicant: "I hereby cert&, 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
complete. I am aware that there are significant penalties, including the possibility of fines and imprisonment,
for submitting false information- I agree to construct, operate, maintain, repair, and if applicable, abandon the
injection well a ll rele e appurtenances in accordance with the 15A NCAC 02C 0201, Rules.
Signature pf App�cant Print or Type F01 Name and Title
Pro eriv Owner if ait ro �erty is not owned by the Well Owner/A licant :
"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 wells) conform to the Well Construction Standards
"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 andproperty 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: [phone]
Deemed Permitted GW Remediation NOI Rev. 2-] 7-2020 Page 4

40.32' r r r
�• ,' ,, N SITES 130, 133, AND 137
'�► SITE ASSESSMENT REPORT
''TM10$' MARINE CORPS AIR STATION
11A qb
� a , � i •� +I�y '� CHERRY POINT, NC
133=TEIN09
1 �f �-
133-TW1fl Fla I?N AC!
AfF
N2GW5 r
NZRw9z �
LEGEND
r'
-\
y - ■ 133-TW05 Free -Phase Product Plume (as of August 2017)
P'
� N2u.KN7 f N2Gwis Former USTs
N2 UST Area
N3 UST Area
�i
N4 UST Area
B. / Temporary Monitoring Well
�. 4:533
733r- WDfi
a ;i1 Measurable Product
4498
No Measurable Product
f 1:33 /-N2GW59 Existing Wells by Type
RW (No Measurable Product)
/ T-1 (No Measurable Product)
T-11 (No Measurable Product)
a,/ / T-111 (No Measurable Product)
97 O❑ RW (Measurable Product)
*41
/ ® T-11 (Measurable Product)
N2GWmA /
NOTES
1. Free -phase product plumes are based on gauging
data collected between April through August 2017.
/ 2. Gauging data for existing permanent wells were
/ collected by GES in August 2017.
f w
�'� 133 TWD
4224 � 133-T.woz' DAVENPORT � M
CATLIN
.- - Engineers and Scientists
t- 3=TW 4 r
(, •_~• "k� FIGURE
WARNING: 1 M.TWD3 / BUILDING 133 SITE CROSS
This document is "FOR OFFICIAL USE ONLY" and A14CsVIi12 '�;, �
it contains info that may be exempt from public release under the SECTION - PLAN VIEW
FOI Act (5 U.S.C. 552). It is to be handled IAW DoD policy and e r
is not to be released to the public or personnel who do not have A 34,02 5A
a valid "need-to-know"without prior approval of an authorized - �4 70 35 0 70
DoD official. r
Feet Juu No.: Date Drawn: Scale: Drawn By: Checked By:
SCALE 14-809 2.4 MAR 2018 AS SHOWN KLP SAC

A
28 A33-TWO8 133-TWO7
26
24
22
ASPHALT_.__.__.__
I
20 - - - 9'
18
16
0
M 14
w
12
10
M
M
4
..............
133-TWOS
TAN, SILTY,------
F. SAND TO F. __—
SAND.„ ;:�,'.... .�.•� _ .........
TAN, SILTY, F. SAND TO F.''
GRAY, CLAYEY,—'�
F. SAND TO i
_ _._ ..,.
F. SAND. � �
APPROXIMATE
LAND SURFACE
TAN TO BROWN, SILTY TO CLAYEY SAND.
..............
TAN TO GRAY, = _ —
CLAY TO SANDY CLAY
N2GW59,
N2GW55A
TAN TO BROWN, F. TO CSE.
SAND W/SOME GRAVEL.
---------- _ -- TO SILTY, SAND.
�\— — — — — — — —
DARK GRAY TO TAN, SILT TO SANDY
GRADING LATERALLY INTO CLAYEY
TO SILTY SAND
:j
.................... .:.::i......................................................
kN TO LIGHT GRAY, SILTY,
F. TO F. SAND TO MED. SAND.
0 100 200 300 400
Distance Along Baseline (ft)
SOILS LEGEND INFERRED PERMEABILITY WELL BACKFILL _r WATER TABLE ELEVATION
® (CH) Hi h Plast CLAY � (SW) Well- raded SAND (CH/SP) Layers of High Ve Low � Hi h Bentonite AS OF MAY 2Qi 7
g
=
g
Plast. CLAY and SAND
ry g EM
Pellets
®(CL) Low/med. Plast.
CLAY
(SP) Poorly -graded
SAND
®
Coastal Plain
Sedimentary Rock
Low Very High
#2 Medium
(SC) Clayey SAND
®
(CL-CH) Low to High
Plast. CLAY
Asphalt
® Moderate
El
Sand w/Seal
Native
(SM) Silty SAND
(SC-CL) Clayey SAND to
Sandv CLAY
®
Fill
Backfill
W
133-TWO2 -133-TWO3
133-TWO4
TAN TO YELLOW ORANGE,
V.F. SAND TO SILTY/CLAYEY,
V.F. SAND-
500 600 700
0 50 f00
w FREE PRODUCT ELEVATION
AS OF MAY 2017 5lFEET P-1R7
28
26 1
24 1
22 1
20 1
18 1
16 1
14 1
12 1
10 1
1:�1
M
4 1
��
PROJECT
TITLE
BUILDING 133 SITE
FIGURE
A LI
BUILDING 133
CROSS SECTION
Engineers and Scientists
220 Ord Driry R-d
MCAS, CHERRY POINT, NC
A - A'- LITHOLOGY
5B 1
ffifn nOtan, NC 2840b
J 216115
MAR 2018
�
DRAWN BY: SVH
vHICKIr eY SAC
ft, to Enl—wwsa—casw

A A'
28 133-TW08 133-TW07 133-TW05 • .N2GW59 • N2GW55A • 133-TW02 133-TW03- 28
133-TW04
26 - 26
24 24
22 22
—' — —' — APPROXIMATE
LAND SURFACE
.2 1--•--•--•--•-- — •--•--•--•--•-- -- -- -- -- -- — --
35. — -- -- -- — —— -- -- — -- t
20 _ _...._ _. 20
_..
f _ 0.3 ,�
18 1.4.18
8.2 '!•....
5.8 3.4
NO TO 3.6
2.8:SLIGHT HCO
16 �:..;: _..... 1.3 16
3.9
5.9 15 2
�
0 7.g
14 _,Y .�.. 235 .. s' 14
,7
W 6.
7.5 C
w
2.3 � •p
154.1 ► ';
12 _ _ 37,.5 12
..........POSSIBLE
g
10 - 10
.. ... ... ... ...... ...
PRODUCT ZONE--
(STRONGEST HCO)
8 .... _ 8
:%
NO TO
6 1: SLIGHT HCO ..... 6
312.6 PID READING IN PPM AND SAMPLE INTERVAL
4 :............ 4
HCO HYDROCARBON ODOR
0 100 200 300 400 500 600 700
Distance Along Baseline (ft) 0 50 too
SOILS LEGEND INFERRED PERMEABILITY WELL BACKFILL WATER TABLE ELEVATION FREE PRODUCT ELEVATION
® (CH) High Plast. CLAY (SW) Well graded SAND Plast. )Layers SAND
- Very Low = High AS OF MAY 2017 AS OF MAY 2017 FEET
Bentonite VE = 16.7
•'� Plast. CLAY and SAND Pellets
®(CL) Low/med. Plast. (SP) Poorly -graded Coastal Plain
Moderate CLAY SAND ® Sedimentary Rock - Low = Very High � #2 Medium
(SC) Clayey SAND (CL-CH) Low to High YID Sand w/Seal
® Plast. CLAY Asphalt
Native
(SM) Silty SAND (SC-CL) Clayey SAND to ® Fill Backfill
Sandy CLAY I CHECKED
A�TLIN
PROJECT
BUILDING 133
TITLE BUILDING 133 SITE
CROSS SECTION
FIGURE
Engtneersandsclentlsis
��os,��
MCAS, CHERRY POINT, NC
A - A'- CONTAMINATION
5B 2
wnmingtort, I+c 36406
twpawxakmwre roo.ia EMJ�np semuc c.osre
JOB NO.:
216115
DATE: MAR 2018
AL
DRAWN B
SVH
.
SAC

B
28 133-TW06
26
241
221
201
181
10
M
M
4
133-TW05-
APPROXIMATE
LAND SURFACE ..`
TAN TO BROWN, F. TO CSE....
SAND W/SOME GRAVEL.
TO SILTY, V.F. SAND. ��•
TAN TO BROWN, SILTY TO CLAYEY SAND.....
DARK GRAY TO TAN, SILT TO SANDY CLAY
GRADING LATERALLY INTO CLAYEY
TO SILTY SAND. .................
'
GRAY TO TAN,
SILTY, F. SAND TO F.....��.�
SAND W/CLAY LAYERS.
TAN TO LIGHT GRAY, SILTY,
V.F. TO F. SAND TO MED. SAND.
B'
133-TW10
ASPHALT
FAN, SANDY CLAY.
0 50 100 150 Z0,0 50
Istance Along Baseline
SOILS LEGEND INFERRED PERMEABILITY WELL BACKFILL WATER TABLE ELEVATION
(CH/SP) Layers of High Bentonite AS OF MAY 2017
®
(CH) High Plast. CLAY
(SW) Well graded SAND
AJ Plast. CLAY and SAND
Very Low High
Pellets
®(CL)
Low/med. Plast.
CLAY
(SP) Poorly -graded
SAND
Coastal Plain
® Sedimentary Rock
- Law Very High
F--1
#2 Medium
■�
Sand w/Seal
(SC) Clayey SAND
®
(CL-CH) Low to High
Plast. CLAY
Asphalt
1� Moderate
Native
(SM)Silty SAND
SSGCLCLCAIYeySANDto
® Fill
BaCkfill
andy
28 1
26 1
24 1
22 1
20 1
18 1
16 1
14 1
12 1
10 1
M- 1
14 1
300 350 400
3
FEE
T
uG=Inn
_
ATLIN
PROJECT
BUILDING 133
TITLE BUILDING 133 SITE
CROSS SECTION
FIGURE
Engineeisand Scientists
Havelock, NC
- B'- LITHOLOGY
5C1
uo OldB
w y imae
WNmington, tiC 2840i
NO.:
DATE:
��
_
DRAWN BY: H KED '
taaorocucen N.-f.F.W—finsem,yC-""JOB
216115
MAR 2018
AS rl wN
SVH SAC

28
26
24
22
20
18
16
0
t"�a 14
m
w
12
10
8
6
4
3 B'
133-TWO6
133-TWOS
i
r
APPROXIMATE
LAND SURFACE ,.
21.9'
SLIGHT HCO
312.6 PID READING IN PPM AND SAMPLE INTERVAL
HCO HYDROCARBON ODOR
NO TO
SLIGHT HCO
133-TW10
0 50 100 150 2d00 50 300
Istance Along Baseline ( t
SOILS LEGEND INFERRED PERMEABILITY WELL BACKFILL WATER TABLE ELEVATION
(CH/SP) Layers of High Bentonite AS OF MAY 2017
®
(CH) High Plast. CLAY
(Sv1) Welkgraded SAND
�
Plast. CLAY and SAND
Very Low O High
Pellets
®(CL)
Low/med. Plast.
CLAY
(SP) Poorly -graded
SAND
®
Coastal Plain
Sedimentary Rock
Low O Very High
#2 Medium
(SC) Clayey SAND
®
(CL-CH) Low to High
Plast. CLAY
M
Asphalt
® Moderate
Sand w/Seal
Native
(SM) Silty SAND
(SC-CL) Clayey SAND to
ca„�t ni AY
R.QSZt
�Z9
Fill
BaCkflll
28
26
24
22
20
18
16
14
12
10
8
6
4
350 400
0 30 60
FEET
uF - inn
ATLIN
PROJECT
BUILDING 133
TITLE BUILDING 133 SITE
CROSS SECTION
FIGURE
Englneersand Scientists
Havelock, NC
,
B - B - CONTAMINATION
���
22DOtd09eyR-d
wltmtngton, No 2M6
JOB
DATE:
L
.
to,p—ft ucmww tw. ror E.W..OW Satins C4M
..
216115
MAR 2018
a
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k w
�► L
i_33-TW0 i ;�'
N `
�.. �aR133-TWO �I
'�'� � ® 133JW07� .
N20W531� ti 1 • 1 ��
f N2RW12 I1�tti♦:
_ t
U1{�— I ,
N7N7'
L4
�� !� r`N2GW18. ,
\
;4�3 133-TWO
4498
®,IV2GW59
® 13:3
44,97
N2G,W55A
�+
N SITES 130, 133, 137
SITE ASSESSMENT REPORT
® MARINE CORPS AIR STATION
CHERRY POINT, NC
I\
14r
°" : - .. lrxr [r�riexrq C.ur*+rrses'�r1
O
LEGEND
Temporary Monitoring Well
Groundwater Contour
T NO Groundwater Flow Direction
ED Building
Former USTs
N2 UST Area
® N3 UST Area
N4 UST Area
Existing Wells by Type
' RW
T-I
® T-I I
O T-III
NOTES
1. Gauging data were collected on the following dates
from each well listed:
May 16, 2017: 133-TW01 through 133-TW09
August 30, 2017: 133-TW10
`'
133-Two
*
DAVENPORT
133- aNV02
n_—� CATLIN
4-24
13�TW4
•
4�46;6.
Engineers and Scientists3
Scientists`*
Wit
�7
FIGURE
WARNING:
3-Tw 3
BUILDING 133 SITE MAP WITH
This document is "FOR OFFICIAL USE ONLY" and
;
WATER TABLE CONTOURS AND
6
it contains info that may be exempt from public release under the
handled IAW DoD
3402 �'
GROUNDWATER FLOW DIRECTIONS
FOI Act (5 U.S.C. 552). It is to be policy and
is not to be released to the public or personnel who do not have
.
X
a
s�
70 .35
0
70
a valid "need -to -know" without prior approval of an authorized
`
_
1'i�
Feet
lob No.:
Date Drawn:
Scale: ❑raver, By:
Checked By
DoD official.
SCALE
14-86 2.4
MAR 2018
AS SHOWN KLP
SAC

J.C} SITE_IO SIiE NAME WELL_IO WELL_ORPER_ID dAREA DATE_INST„ INSTALLER GRklit L / ELEt/_UNIT XCOOWI YCOORD COORU_SXS COORD UNI TOTAL�DEPT ©IA_IN_ SCR TOP $CR_BC+TTOM _ TOC_ TYPE STICKUP
1667 133 133 N2RW12 N2RW0012 N2 27-Jul-06 MANN DRILLING CO. 21.44 FT 2629958.4 422777.3 NCSP NAD83 FT 25 6 5 25 20.8 RW -0.61