WQ0001489_More Information Received_20240828

Initial Review
Reviewer
nathaniel.thorn burg
Is this submittal an application? (Excluding additional information.) *
Yes No
If not an application what is the submittal type?* Annual Report
Residual Annual Report
Additional Information
Other
Permit Number (IR) * W00001489
Applicant/Permittee US MCAS Cherry Point
Email Notifications
Does this need review by the hydrogeologist? * Yes No
Regional Office
CO Reviewer
Admin Reviewer

Submittal Form
Project Contact Information
Please provide information on the person to be contacted by NDB Staff regarding electronic submittal, confirmation of receipt, and other correspondence.
...................................................................................................................................................................................................................................................................................... ... ... ... ... ... .. ... ... ... ... ..
Name* Richard Weaver
Email Address*
[e-mail]
Project Information
.........................
Application/Document Type*
New (Fee Required)
Modification - Major (Fee Required)
Renewal with Major Modification (Fee
Required)
Annual Report
Additional Information
Other
Phone Number*
252-466-5917
Modification - Minor
Renewal
GW-59, NDMR, NDMLR, NDAR-1,
N DAR-2
Residual Annual Report
Change of Ownership
We no longer accept these monitoring reports through this portal. Please click on the link below and it will take you to the correct form.
https://edoes.deq.nc.gov/Forms/NonDischarge_Monitoring_Report
Permit Type:* Wastewater Irrigation
High -Rate Infiltration
Other Wastewater
Reclaimed Water
Closed -Loop Recycle
Residuals
Single -Family Residence Wastewater
Other
Irrigation
Permit Number:* WQ0001489
Has Current Existing permit number
Applicant/Permittee Address* USMC Cherry Point, Environmental Affairs Department, PSC Box 8006, Cherry Point, NC
28533-0006
Facility Name* US MCAS Cherry Point Class B Residuals Program
Please provide comments/notes on your current submittal below.
Please find attached Marine Corps Air Station, Cherry Point's response to comments for Application No. WQ0001489, Additional Information
Request #1, for USMC MCAS Cherry Point Class B Land Appllication Permit Renewal. Please contact Rich Weaver at 252-466-5917 with any
questions.
At this time, paper copies are no longer required. If you have any questions about what is required, please contact Nathaniel Thornburg
at [e-mail].
Please attach all information required or requested for this submittal to be reviewed here.
(Application Form, Engineering Plans, Specifications, Calculations, Etc.)
Response to comments signed.pdf 4.15MB
Upload only 1 PDF document (less than 250 MB). Multiple documents must be combined into one PDF file unless file is larger
than upload limit.
* By checking this box, I acknowledge that I understand the application will not be accepted for pre -review until the fee (if required) has
been received by the Non -Discharge Branch. Application fees must be submitted by check or money order and made payable to the
North Carolina Department of Environmental Quality (NCDEQ). I also confirm that the uploaded document is a single PDF with all parts
of the application in correct order (as specified by the application).
Mail payment to:
NCDEQ — Division of Water Resources
Attn: Non -Discharge Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Signature
-<aow, dl%llrrl rt
Submission Date 8/28/2024

UNITED STATES MARINE CORPS
MARINE CORPS AIR STATION
POSTAL SERVICE CENTER BOX 8003
CHERRY POINT NC 28533-0003
5090/071009
LN
August 28, 2024
North Carolina Department of Environmental Quality
Division of Water Resources
Information Processing Center
1617 Mail Service Center
Raleigh, NC 27699-1617
Subj: APPLICATION NO. WQ0001489, ADDITIONAL INFORMATION REQUEST
#1, USMC MCAS CHERRY POINT CLASS B LAND APPLICATION PERMIT
RENEWAL
Please find enclosed the responses to comments and
supporting documentation for Application No. WQ0001489,
additional information request #1, USMC MCAS Cherry Point class
B land application renewal package. The original package was
submitted on March 18, 2024 and comments were received from Mr.
Erick Saunders on August 16, 2024 via email and letter.
Should you have any questions, please contact Mr. Richard
Weaver of the Environmental Affairs Department at (252) 466-
5917.
C. J. OVER
Facilities Director
By direction of the
Commanding Officer
Encl: (1) Responses to comments and supporting documentation

Responses to comments
(MCAS Cherry Point responses are in Red)
A. Cover Letter:
1. The cover letter mentions the activation of existing monitoring wells MW-8 through MW-13 at this site, but these
monitoring wells do not exist in our database. Please provide the Well Construction Record (FORM: GW-1) for each of
these wells:
Response: The Well Construction Records (Form GW-1) are attached for MW-8 through 13.
B. Application Fee:
1. A fee was enclosed with the application, which the cover letter states is to cover the application fee. However, fees are
only required for permit modifications that increase the generating facility's residuals dry tonnage, add additional land
application areas not previously approved, add additional residuals sources, or adds new treatment/storage units. Renewals
do not require an application fee unless they include one of the above modifications, which does not appear to be the case
for this application. Please clarify the purpose of the fee.
Response: MCAS Cherry Point personnel mistakenly thought that the activation of Fields 8 and 10 required an application
fee. Please destroy the unnecessary check at your convenience.
C. Application (Form: RLAP 06-16):
1. No comments.
D. Operation & Maintenance Plan:
1. The O&M Plan delineates field 10 into I Oa through 1 Od. Is it requested that these fields be operated independently or
altogether? If it is operated independently, each field shall be shown on the LASC form as distinct fields.
We request that Field #10 be operated as one field. The O&M plan has been updated and removed the designation of IOa
through 1 Od. The updated O&M plan has been included with submittal.
E. Application (Form: RSC 06-16):
1. No comments.
F. Vicinity Maps:
1. No comments.
G. Process Flow Diagram & Narrative:
1. No comments.
H. Quantitative Justification:

1. No comments.
I. Sampling Plan:
1. No comments.
J. Laboratory Analytical Reports:
1. No comments.
K. Pathogen Reduction (PR) & Vector Attraction Reduction (VAR) Compliance Documentation:
1. No comments.
L. Application (Form: LASC 06-16):
1. See Item E.1. If each field is operated independently, they shall be broken out into separate fields in an updated LASC
for monitoring purposes.
Field #10 shall be operated as one field.
M. County Board Notification:
1. N/A.
N. Application (Form: LOA 06-16):
1. N/A.
O. Setback Waivers:
1. N/A.
P. Vicinity/Setback Maps:
1. This application includes setback maps for Fields 8 and 10, but none for any of the other renewed fields. In accordance
with Item B on the Instructions for FORM: LASC 06-16, all renewed land application sites shall include an updated
vicinity/setback map in accordance with the "Map Guidance for Residuals Land Application Permits" guidance document.
Updated site maps for all land application sites shall be provided. These maps shall provide the locations of monitoring
wells MW-8 through MW-13.
Setback maps for Fields 1 through 7 have been included with this package. These maps show the locations of all
constructed monitoring wells, including MW-8 through MW-13. Please recall that Field 9 was removed from the permit in
2019.

Q. Soil & Agronomic Evaluation:
1. N/A.
R. Updated Cumulative Pollutant Loading Rates (CPLRs):
1. No comments.

• 1S7 a
NONRESIDENTIAL WELL CONSTRUCTION RECORD
' North Carolina Department of Environment and Natural Resources - Division of Water Quality
WELL CONTRACTOR CERTIFICATION #: 4146A
1. WELL CONTRACTOR-
D.T. Chalmers, Jr.
Well Gardraclor 1Mdx.dual) Ilan*
CATLIN Engineers and Scientists
' Well CoMres:tor contpanY trams •- •
220 Old Dairy Road
Slreal Addreft
____Wilmington North Carolina 28405
City or Town Slate Z+p Cade
(_M l • 452-5861
Area code - Pharle nunftr
2. WELL INFORMATION
WELL. CONSTRUCTION PERMIT N: f1 A
OTHER ASSOCIATED PERMIT 8 (if appiicahie): N/A
SITE WELL ID 4 (it applicable) MW-08
3. WELL USE (Check One Box): Monitoring M wnccpatlPww ❑
kfdusirlaWArnm erclat l] Agrietdlural Recovery ❑ Injection ❑
Iri(galion 13 Other ❑ Pl. aces).
DATEDRILLED: �tcc_l rL•.::.:� .
4. WELL LOCATION:
(Street marro. rrurroers. Uomrmsny. 41oo1aan. &a tea •tarter, krp r oast
CITY: Havelock COUNTY: Carteret
TOPOGRAPHIC/ LAND SETTING (check+tppropriate Wx)
alope ❑Valley XFIot ❑Ridge 00ther:
LATITUDE: _ 34.883598 OD
LONGITUDE: 76,858542 DO
Lattiudaliongitude source: M raps ❑ Topo. map
(Wcahbn of %wit nwst be slxlwn an a USSS tape map and
attached to Ihis Iona it not using a GPS.)
S. FACILITY INww at Ine bwoess wham the war is lac w )
NIA _ _ — _ _ _ _ N/A
Facility Name Facility 10 4 (it applicable)
Havelock NC -
City or Town State Zip Code
Contact Name ! ��
Mailing Address
City or Town State Zip Code
Area code - Phone number
d. TOP OF CASING IS 3.50 FT. Above Land Surface -
Top of mstag lerw4 ated attar below lartd surface may requlm
a vari nce In aeoordanee whh 15A RCAC sCOIS,
e. YIS M (gpm): to METHOD OF TEST: �MlA
f. DISINFECTION: Type H A. Amount: WA
g. WATER TONES (depth):
Top __ — Bottom Top Bottom
Top _ -Bottom _^ Top Bottom
Top _ ._ Bottom_ � Top Bottom
7. CASING: Thickness/
Depth Diameter Weight Material
Top . 0 Bottom 4 Ft. g_ jn..5ch, 40 PVC_.
Top Bottom Ft. In.
Top Bottom Ft. In.
6. GROUT'Depth Material Method
Top _ 0 Bottom 2 _Ft.l'artland Cement Surface Pour
Top _2', Bottom 3 Ft. Bent. Pellets Surface Pour
Top Bottom Ft. -
9. SCREEN: Depth Diameter Slot Size Material
Top 4 Bottom 14 Ft. 2 in. Slot .0101n. PVC
Top Bottom Ft. in. In.
Top Bottom Ft. In. In.
10. SAND/GRAVEL PACK:
Depth Size Material
Top 3 Bottom 14 Ft. #2 Mad,_ Torpedo Sand
Top Bottom Ft.
Top Bottom Ft. _.
11. DRILLING LOG
Top Bottom Formation Description
SEE.
ATTACHED
12. REMARKS:
I OO HEREBY iiiTiFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDA14CE WrTH
1 SA NCAC f(C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
nECORD HAS BEEN PROVIDED TO THE WELL OWNER.
6. WELL DETAILS:
a. TOTAL DEPTH: _ i I 1
b. DOES WELL REPLACE EXISTING WELL? YES Cl NO DO u � ¢� ggCTOR J !L L
C. WATER LEVEL Below Top of Cat FT.
Slj +lA7 RE OF C TIFIED';1W O DATE
(use '+• it Above Top of 81"sing) D.T. Chalmers, Jr.
PRINTED NArdE OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing, Modified from
1617 Mall Service Center, Raleigh, NC 27699-1617, Phone No. [phone] Form GVV-1 b
Rev, 2109

CATLIN
,09
WELL LOG1 BnpineaRand251WHIM
Iw' rx _ SHEET _1 OF•_i
213109STATE: NC T i QUMiY: r Cadi ret - LocATION: Havelock
PROJECT NAME: LOGGED
_
z •. ._ �- Cherry Point Spray Field ED BY. Mid atlantic WELL ID;
_ pfi�LLEIi:_ D.T, Chalmers, Jr.-_ MW-08
NORTHING: 419493 EASIING: _ 264215, CREWS _ John _Boone
SYSTEM; NCSP NAB B3_Cft)_ BORINGIOCATtQN: __-. _ �z�o.C,ELEV; 8.39
GRILL MACHINE_ D-5Q _ METHOD: M _ H. SSA. 0 HOUR DTW: _ N/ TOTAL DEPTH, 15.0
START DATE: _ 11 /26/ 13 _-� FINISH DATA: , � _ .- 11 /26/ 13124 _HOUR DTvP _ N/A; WELL DEPTH: � 14.0
- BLOW COUNT bVA o Q SOIL AND ROCK WELL
DEPTH''0.6a�a6a�o.6h o.s_n!_ (PPm1 s ° DE_PTH_, ^DESCRIPTION --- ELEVATION _ �DETAIL
0-_0 -- _ _ LAND SURFACE _ 4.912.0
o0
l 3.0
I � I
f i a.a _ o.s o•o
4.4
2 1 2
9
, � I
9.0 I M
�woh,wohwoh
I
I ' I
13.0 , -
-2!,
1
I � ,
15.0_—
I
l l
11 �
(SP) - Lt. gray 0, SAPID slightly silty wipeai
l 6.0, -- f
• VCj�
_ 9-0
-
`
tea:
(SI') • Ork, brown (lf:':AT.
l—
I I
I l
�
E
(SP) Drk. brown, W. SAND slightly silty.
l
l ?. •�i•-
Rnrirlg lermiriatedat EIrv;ilion -10.1 Ft
k I
in t, SAND
! -
Pculand{:event w �DemunlePOW—Ja?r"Inau S3110'
14.0

j� NONRESIDENTIAL IAL WELL CONSTRUCTION RECORD
Noah Carolina Department of Environment and Natural Resources - Division of Water Quality
WELL CONTRACTOR CERTIFICATION #: 414 A
1. WELL CONTRACTOR:
D.T. Chalmers Jr.
Wetl Canlracier (Ir d wkkml) Nana
CATLIN Engineers and Scientists
Well Camraetor Company Namo
220 Old Da_irobad �M
Stroel Address
Wilmington North Carolina 28405
Gly or Town Stalo ZIp Cade
M - 452-58 1
Area coda . Phone mawr
2. WELL INFORMATION
WELL CONSTRUCTION PERMIT #: Id/A
OTHER ASSOCIATED PERMIT o (It appilcobtel: N/A
SITE WELL ID # (If applicable) MW-09
3. WELL USE (Check One Box): Wwroorhrg ($I MunitpattPuWic ❑
Industria lOwn nereiel ❑ AgdWluml ❑ Rew ory ❑ Injection ❑
Irrigation ❑ Other ❑ (hat use): _.._ .....
DATE DRILLEL): Nd _ oar 21y, 2013
4. WELL LOCATION:
,
Ilium mme, narnoers, uammvnny, uuadv,s'br, w No.. fared. up Vona)
CITY: Havelock COUNTY: Carteret
TOPOGRAPHIC / LAND SETTING (chock appropriate box)
I3lope ❑Valley WRat ❑Ridge ❑Other:
LATITUDE; 34.887516 DD
LONGITUDE: _ _ . 76.86211111 DD
L.atitudedongdude source: ® GPS © Top. map
(LooaGon of M1 must be shaven on a USGS lopa map and
attached to (his foml,tnaf uafnga GFS)
5. FACILITY INsme o• if e u os r e as where the we is located.)
NIA , NIA
Facility Name Facility ID fl (it applicable)
Street Address
Havelock _ _ __ NC _
City or Town State Zip Code
Contact Name
Mailing Address
City or Town State Zip Code
11-
Area code - Pllone number
6. WELL DETAILS:
a, TOTAL DEPTH: 1
b. DOES WELL REPLACE EXISTING WELL? YES © rlt. I$j
c. WATER LEVEL Below Top of Casingg:. _ Fr.
(Use "+" If Above Top of C�ising)
d. TOP OF CASING is_3.50 FT. Above Land Surface
Tap al casing tarmInaled a11ar tar W [and suncca MY Nqubh
a valiance In accordance Wn 13A NCAC 2CA1 16.
: e. YIELD (9pm): WA METHOD OF TEST: &f
f, DISINFECTION: Type NIA Amount: N!A
9. 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
4
_ Ft.,_ .,2 in. Sch, 40 PVC
Top
Bottom
Ft. in.
Top
Bottom
Ft, in.
a. GROUT:
Depth
Material Method
Top _0
Bottom
2
R.Portland Cement Surface Pour
Top 2,
Bottom
3
Ft. Bent. Pellets Surface Pour
Top
Bottom
FL
9. SCREEN:
Depth
Diameter Slot Size Material
Top 4
Bottom
14
Ft. 2 in. Slot ,010 in. PVC
Tap
Bottom
Ft. In. In.
Top
Bottom
Ft. in. in.
10. SANDIGRAVEL PACK:
Depth
Site Material
Top 3
W
Bottom
14
Ft. 92 Med.. 'Torl3edo.Sand
Top
Bottom
Ft.
Tap
Bottom
Ft.
11. DRILLING LOG
Top Bottom
Formation Description
/
SEE
r
ATTACHED ..
r
r
' 12. REMARKS:
00 HEREOY CERTIFY THAT THIS WELL WAS CONSTntfCTGD IN ACCORDANCE WITH
15A NOAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PRBVIDEO TO TH9 WELL OWNER.
l
SIATURE OF CERTIFIED WELL CONTRACT6R DATE
D.T. Chalmers, Jr.�
PRINTED NAME OF PE48&kCONSTRUCTING THE WELL
Submit wfthin 30 days of completion to: Division of Water Quality - Information Processing, Modified from
1517 Mail Service Center, Raleigh, NC 27699-1817, Phone No. [phone] Form GW-tb
Rev. 2l09

CATLIN
WELL LOG
Engineers and Sciantists
2131t19 �+
_ IWeni�nn, NC SHEETT
11 OF 1
PROJECT NOS 2131 C?9 _JSTATE: NC , - COUNTY: _ -Carteret _ _ LocArom. Havelock -
PROJECT NAME: i Cherry Point Spray Field ! LOGGED By. Mid Atlantic WELL ID:
---
hDRILLER: D.--T. Chalmers. Jr. MW_09
NORTHIN&: 42fl$961EAS�ING; 2641n571 CREW: Johrt Boone
SYSTEM: NCSP NAD 83 eft)_ .'BORING LOCATION: _ _ J T-O.C. ELEV.: 9.34
DRILL MACHINE: DD50 I METHOD: H.S.A. 10 HOUR DTW; _N/A_ _TOTAL DEPTH T_ 15.0
START DATE:11 /26/13 _f FINISH DATE; 11 /26/13 24 HOUR DTW. NIA WELL DEPTH: 14.0
_ _.E___ I -- _ _
DEPTH SLOW COUNT OVA LAB. ° o SOIL AND ROCK 11 WELL
a.slt ¢sH osrt�o.5r1� (PR�►) ; s I � �p>,� DESCRIPTION ELEVATIONf DETAIL
4
I
0.0 LAND SURFACE
4 h.0- _1.8 4.0
iiii I
No Recovery, Place of stump in the shoe. `
-- 6_.0 — -0.2 f
i
%
j (SP) -'ran. vf, SAND Worganie matter.
I . 11.0�_� _ z
.?.z
(SP) - Ll. brown and It. orange, vl. SAND 14.0
w/clay lens.
Borfng Terminated at Elevation -9.2 It
in I. SAND `
_ I
12Portland cement f� I'londe peltels 0192 MecAurn Sand
3.0
14.0

NONRESIDENTIAL wELL CONSTRUCTION RECORD
I f North Carolina Department of Environment and Natural Resources - Division of Water Quality
WELL CONTRACTOR CERTIFICATION #: 4146A
1. WELL CONTRACTOR:
D.T. Chalmers, Jr.
-We1 Contractor (In:ividual) Name
CATLIN �inegrs and Scientists
WON CaffUBCter Coniony NWW
220 Old Daity_Road
Street Address
Wilminqton North Carolina_ 28405
City or Thmn Slate Tip Cade
QQjQ - 462n5861
Area cads - P e- r nbw
2. WELL INFORMATION
WELL CONSTRUCTION PERMIT #: - /lam
OTHER ASSOCIATED PERMIT 0 (if applit-Able):
SITE WELL 10 # (if applical,10 IVI I: t; i U
3. WELL USE (Check One Box): Moridoang ® MunlcpavPuble ❑
IndustriadConxnergat Q Agricultural Il Recovery ❑ In eaan ❑
Ird9atlon ❑ (Aher I3 (sat sisal:
AATEDRILLEtt ImuvertiLm; :%..
4. WELL LOCATION:
1wreet oias w. Nnts". (,;Wmhmw, rode YWM. La rvo . P Sim. 4-P vooe)
ciTY: Havelock CouNTY: Carteret
TOPOGRAPHIC / LAND SETTING (check approprlete box)
alope QValley ®Flat ❑Ridge ❑Other:
LATITUDE: 34.894205 DD
LONGITUDE: 76.869898 DO
Latitudeflongitude source; k GPS ❑ Topo. map
allached to Ws form if not u ft no Gas jos fopo map and
S. FACILITY throne of ow tw arms whew wa weft is Idcaled )
N_/_A NIA
Facility Name Facility ID N (it applicable)
Street Address
_Havelock_ _ _ NC
City or Town ' State Zio Code
Contact Name
Mailing Address
d. TOP OF CASING Ei-
3.50 FT. Above Land Surface"
• Tcp at coring taivrkuledaft below IarldilWAN RAY 1 W"
a var4nca rn acoatterrcd wiry 1SA NCAC 2=1R
e. YIELD (gpin): S&
MET HOD OF TEST: NJA
I. DISINFECIION: Type
+LUA_ Amount: NIA
U. WATER ZONES (depth):
Top Bottom
Top Bottom
Top Bottom
Top Bottom
Top Bottom
_ Top ._— Bottom
T.,CASING: Depth
Diameter Wes! Weight Material
Top _ 0 Bottom
i 1 Ft. 2 tn. Sph. 10 PVC,
Top Bottom
Ft. in.
Tap Bottom
Ft. in...
' 8. GROUT' Depth
Material Method
Top - 0 Bottom
6, Ft.Parlland.Cement Surface Pour
Top B Bottom
9 Ft. Bent. Pellets Surface. Pour
Tap Bottom
_ _ Ft.
9. SCREEN: Depth
Diameter Slot Size Material
Top 11 Bottom
21 Ft. 2 in, Slot ,010 in. PVC
Top Bottom
Ft. in, in.
Top ___ Bottom
Ft. in. in.
10. SANDIGRAVEL PACK:
Depth
Size Material
Top 9 Bottom
21 ft. .112 Med.. Torrledp Sand
Top Bottom
FL
Top Bottom
Ft.
11. DRILLING LOG
Top Bottom
Formation Description
-� -ATTACHED:- --
/
' 1E. REMARKS:
City or Town State Zip Code
Area code • Phone number I Do HBREeY ir@RTaY THAT THIS WELL WAS COFISTALICTED IN ACCORDANCE WITH
r +A NCAO;�L�.y, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECOR liA9OPENPROVIDED TOTHE WELL OWNER
b. WELL DETAILS: ;
a. TOTAL DEPTH: !
b. DOES WELL REPLACE EXISTING WELLT YES Q NO fly j� _ _ _ _ / � Z�I�
c. WATER LVEL Below Top of Cagin :.... Ft. 51taFtATURE CERTIFIED WELL CONTRACTOR DATE
(Use "+ R Above Top oe( C�sing) D.T. Chalmers, Jr.
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing, Modified from
1617 Mail Service Center, Raleigh, NC 27699.1617, Phone No, [phone] Form GW-1 b
Rev. 2/09

CA'ri,IN '
WELL LOGf Enylntas8gdSelemists
;2,s'tg ,� SHEET 1 OF 1
PFlOJECTNO� ��213109 --!STATE-. NC COUNTY: Carteret ILQ ON: Havelock
PROJECT NAME: Cherry Point Spray Feld LOGGED BY- _ _ Mid Atlantic WELL ID:
_ - DRILLER,_ D .T. Chalmers Jr. MW 14
NORTHING: 423279 FASTING: 2638670 . CREW: John Boone
SYSTEM: NCSP NAD 83 (ft) BORING LOCATION y _ _ _ __ T.O.C. ELEV.:
DRILL MACHINE: _ _ _ DD-50 METHOD: H_ S.A. 0 HOUR DTW: N/A : TOTAL DEPTH: 21.0
START DATE: _ 11 /25/13 FINISH DATE: 11 /25/13 — 124 HOUR DTW: N/A i WELL DEPTH; 21.0
BLOW COUNT `OVA o � SOIL AND ROCK WELL
DEPTH o.5tl Wftio.5ft o.6ft (PPm) , LAB. s G DEPTH DESCRIPTION ELEVATION DETAIL
3.6
LAND SURFACE_ - 25,51 a.o
I
215 c .
4.0 - -- - l' .. -- -- I 4
jws;h wall woh vuh; NO RECOVERYDA
I =
—
L-
1i
3{
I
�
I i
(SP) - Tan, W. SAND slightly silly.
I
_—�_11_0
-- -- - -^ —
14,5 17.0
I
'1
'3
,I
I�
(SP) Tali and It orange Pf. SAND
S.A.A.
i(SP)
Boting Terminated at Elevation 4.5 ft
in f. SAND

a"` a
-
NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources -Division of Water Quality
WELL CONTRACTOR CERTIFICATION #: 4146A
1. WELL CONTRACTOR:
D.T. ChalmeM Jr._
Well ContncWr (Ind:vi0AQ rVarne
CATLIN Engineers and Scientists
Well Contractor Cert-fang dame -
220 Old Dail Road
Sireal Aditss
Wilminrgttgn North Carolina_ 28405 •
City or To%n► Skte ap Coda
( 910) - 4452-6861
Area each - Phone nwMer
2. WELL INFORMATION
WELL CONSTRUCTION PERMIT it: N/A
OTHER ASSOCIATED PERMIT k 6r . ,�E-- NIA
SITE WELL ID 0 (11 applicable) WA' S 1
3. WELL USE (Check One Box): Monitoring ® Municllml/Public
Indu*Ida1C;ommor01 ❑ Agricutturai © Recovery D Inlocoon d
ttdgation O Other[] (gsl use):
DATE oFtILLED: Nt•vember 25, 2013
4. WELL LOCATION:
@tretl Name. NumepR. Von"unay. buoeaatan. col Vo. races. 41P Udde)
CITY: Havelock COUNTY: Carteret
TOPOGRAPHIC / LAND SETTING (check approprialo uoxl
051ope ❑Valley Cm Flat ❑Ridge ❑Other.
LATITUDE: 34.90004 DD
LONGITUDE: _ _.. _76.87381 OD
Latltude/longttude source: ® G PS © Topo. map
(Locatton of %v/1 must be shown an a U50S topo map and
aHachad to this corm if not using a GPS-j
S. FACILITY (Nana d Me uu5LftM share the well is hated.)
NIA _ N/A
Facility Name Facility ID /1 (11 applicable)
Street Address
Havelxk_ _ NO
City or Town Stale Zip Code
Contact Name -_
Mailing Address
City or Town State Zip Code
11-
Area code - Phone number
6. WELL DETAILS:
a. TOTAL DEPTH:
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NC
c. WATER LEVEL BalorN 'Cop of Casing:_: _ .. FT
(Use `•r- If Above Top of C�sing)
d. TOP OF CASING IS 3.50 _ FT. Above Land Surface'
Topot seeing tom9roUd odor below WW eurrace MW OWW
■ warlenes In eecordanee wlih I SA NCAC 2C.ot11L
e. YIELD (gpm): WA METHOD OF TEST: N A
I. DISINFECTION: Type NFA Amount: NIA
g. WATER ZONES (depth):
Top Bottom Top -- Bottom —
Top Bottom Top Bottom
Top Bottom Top Bottom _
7. CASING:
Depth
sst
Diameter mWeight Material
Top 0_
Bottom
S,,Ft.•__,2,
fn. Sgh—o 4 FVC
Top
Bottom
__Ft.___
In.
Top
Bottom
FL.. _ „In.
a, WOUT:
Depth
Material Method
Top 0 _
Bottom
2
__Ft Portland Cement Surface Pour
Top 2
Bottom
4
Ft. Bent; Pellets Surface Pour
Top
Bottom
_ Ft.
9. SCREEN:
Depth
Diameter Slot Size Material
Top _ 5
Bottom
16.
Ft. 2 in Smp .010in. _PVC
Top _ -,_
Bottom
Ft. In in.
Top
Bottom
_ FL In in.
10. SAND/GRAVEL PACK;
Depth
Size Material
Top 4
Bottom
16
Ft #2 Med. Torpyeg9,Sand
Top
Bottom
Yt... _
Top
Bottom
Ft.
11, DRILLING LOG
Top Bottom
Formation Description
�.._
y
`.
SEE'
ATTACHED -
12. REMARKS:
i DO HEREBY CERT1r: THAT THIS WELL WA5 CONSTRUCTED IN ACCORDANCE WITH
t 5A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
R':r:CRD HAS BEEN PROVIDED TOTHE WELL OWNER.
RE OF CERTIFIED W L CONTRACTOR DATE
D.T. Chalmers, Jr.
PAINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing, Modified from
1017 Mail Service Center, Raleigh, NC 27699,1617, Phone No. [phone] Form GW-1b
Rev. 2/09

WELL LOG EnginesB
ud SWentla
9?r SHEET 1 OF I
PROJECT NO.: �213109 STATE• NC I couN_TY'. Carteret LOCATION: Havelock
_-__M_. ._ __.
PROJECT NAME: LOGGED BY: _Mid Atlantic_ WELL 10:
Cherry Point Spray Field__ _ DRILLER: _ Q.T. Chalmers Jr.
---�'A- MWM11
NORTHING; 425377JEASnING: 2fi37452 CREW'_ John Boone_•
SYS7EM: NCSP NAD 83 (ft)-_, -1 BORING LOCATION:_ _ _ _ ro.C,ELEV:. 29.62
DRILL MACHINES ^ D•50 _ ®I METHOD: H.S.A. i 0 HOUR_DTiIV: NIA TatALDEPTH: Isla
START DATE; 11 /25/13 r�NISH DATE: 11 /25/13 __ 24 HOUR DTW; N/A � wELL DEPTH: 15.0
,— -T -
DEPTH BLOW COUNT OVA I o L i _ SOIL AND ROCK WELL
o.sn j 0.5tt lt.5n mot � (PPm) g G ; DEPTH DESCRIPTION DETAIL
— — _ _-- --- _ELEVATION
�—
O.rj LAND SURFACE _26.1
4.0 _ 1. _ - - a.o— 4.0
16�
i
i l
l
9.0 -- — --
3 4J6i
l
l I
5
15.0
r � �
(SP) • 1 s I Vt. SAND slightly silty
5.5
i_
i
(SP) - Lt, orange vi, SAND slightly silty,
r
i
1 i
11 1 ft
I
� 1 IVNIv W Cormw WN Semondu Pelielt 1-102 Machum Saw
Isla

3 NONRESIDENTIAL L WELL CONSTRUCTION RECORD
` r North Carolina Department of Environment and Natural Resources - Division of Water Quality
WELL CONTRACTOR CERTIFICATION #: 41466
1. WELL CONTRACTOR:
D-T. Chalmers, Jr.��
Watt Contractor (Indaitkralt ldame ,
CATLiN engineers and Scientists _
Wd Contractor Company name -
220 Old Dail+ Road _
Street AOftsa
Wlimin ton _ North Carolina 28405�
City or Town SIM Zlp Code
Cal 0j - 452-5$01
Area code - Phom moftr
2. WELL INFORMATION
WELL CONSTRUCTION PERMIT q: WA
OTHER ASSOCIATED PERMIT if (!' + 100 .!•1. ;
SITE WELL 10 4 (ff appiloalrk•- r4�r�- I . .
3. WELL USE (Check One Bux): MorgWrig IM MunidpaVPublic ❑
tnduArial(Camnlercial ❑ Agricultural CI Recovery ❑ Iniaction ❑
Irrigation ❑ other ❑ (Ilst woo):
DATE DRILLED: I li,
4. WELL LOCATION:
itar"i mium, Nuiricam. (ocn L nly, li:Y1amm Lot No.. YarON. 4911 C001
CITY: Havelock COUNTY: Carteret
TOPOGRAPHIC / LAND SETTING (Check appropriate box)
[Mope ❑valley ®Rat ❑Ridge QOlher.
LATITUDE: 34.893389 DD
LONGITUDE. 76.875263 DD
Latitude/longitude source: M GPS Q Topo. map
(LOaatron of vmIt must be shown on a U909 ropo map and
allecMd to this (on if not using a OPS,)
S. FACILITY INems oI the orsress MWre me wee Is hones)
d. TOP OF CASING IS 3,50 FT. Above Land Sudace'
Top of casing tonninawd atior talow land surface maY rcquUs
s vsrlbnce In aeeo 0ma with 15A NCAC 2C.e116.
e. YIELD (gpm). WA METHOD OF TEST. M
f. DISINFECTION: Type iA Amount: WA
g. WATER ZONES (depth):
TOP Bottom — Top _ Bottom
Top „ w Bottom Top Bottom
Top Bottom Top Bottom
7. CASING;
Depth
Top 0
Bottom __ 4
Top
Bottom
Top
Bottom
&. GROUT.
Depth
Top 0
Bottom 2
Top _ 2
Bottom 3
Top
Bottom
9. SCREEN:
Depth
Top 4
Bottom 14
Top
Bottom
Top
Bottom
10, SAND(GRAVEL PACK:
Thickness/
Diameter Weight Material
in. S9h.4p PVC
Ft. in.
Maledal Method
Ft.Portland Cement Surface Pour
Ft, Bent, Pellets Surface Pour
F1
Diameter Slot Size Material
Ft. 2 in. slot .010 in, PVC
Ft. in. in.
Ft. In. in.
Depth Size Material
Top 3
Bottom 14 _Ft. _ #2 Med._ Torpedo, &and
Top
Bottom Ft.
Top _ -.
,_ Bottom FI,
11. DRILLING LOG
Top
Bottom Formation Description
N/A N/A i
Facility Name racilill 10 w (it applicable)
Street Address � � / --.SEE-
Havelock
rrvc
City
-i -
City or Town •_� -- State � Zip Code - ATTACHED--
Contact Name j
Mailing Address ; 12. REMARKS:
City or Town Stale - Zip Code _
Area code - Phone number I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
M NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OP TMS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER,
6, WELL DETAILS: ; /1
a. TOTAL DEPTH:
b. DOES WELL REPLACE EXISTING WELL? YES ❑ l .�''�'M--
c. WATER LEVEL Below Top of Coal n :, _. FT, S14%ATURE OFCERTIFIED WELL CONTRACTOR DATE
(Use'+"if Above Top of Casing) D,_T.ChalmerS,•Jr.
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 31) days of completion to: Division of Water Quality - Information Processing, Modified from
1617 Mall Service Center, Raleigh, NC 27699.1617, Phone No. [phone] Form GW-1 b
Rao 2104

CATLM
WELL LOG 09 En0inglsand Sclentisra i{
NWN w N SHEET 1 _ OF I
PROJECT NO.., 21310 STATE;N_ G-;_COt1MY: _ Carteret_ LOCATION: Havelock
PROJECT NAME: LOGGED BY: Mid Atlantic WELL ID:
Cherry Point Spray Field oRIUER D.T. Chalmers, Jr.
NORTHING: 4229481 EASrING:— —. 2637068 i cRiw-' John Boone w�1 Z
- p _. _ _ —
SYSTEM: NCSP NAD 83 (f 1- _ -..l SVRINO LOCAnooN:
DRILL MACHINE: D-50 METHOD: H.S.A. ! 0 HOUR DTW: _ N/A TOTAL DEPTH: _ 15.0
SiARiDATE: _ ! 1125/13 _ FINISH DA'I� _. _ 11 /25/1 3 24 HOUR bTW: N/Aj WELL DEPTH: 14.0
DEPTH BLOWCOUNT OVA ! o p
LAB SOIL AND ROCK WELL
- 0.5e moll10.5N 0.ait� (PPm) I PTN DESCRIPTION _� _ELEVATIONI DETAIL
... — 3.5
i0.0 .-_ __.._LAND SURFACE_ _ 13.4_ L � _ cUl
1 I N �-
20
3.0
t + i
I l _ 4.0
5.0
2'3
i
and black Pf'
F•
6-2— iW
l
i
i 4�1=j Lark, brmun, 5ihy to i. to vf. SAND
:4JiUUIS �``
- � ;i U 0,4
' (SP) 14,0
L-C'MIL; Terminated at Elevation I.0 ft
in f- SAND "
I —
I �
[-! j: v0(v0'w Cemard S,fkn1wile Pellets u l82 medium Sand
14.0

7��
>� L Y QN E,SID ' NT'IAL WELL CONSTRUCTION RECORD
r North Carolina Department of Environment and NatLlral Resources - Division of Water Quality
�►*.' WELL CONTRACTOR CERTIFICATION #: 4146A
1. WELL CONTRACTOR-
D.T. Chaimersjr.
WWI Contmetor (Intlw"i) Name
CATLIN En ineers and Scientists
-WOCcnh- MorCarnpanyName
220 Old DairV Road
- SlreetAtltl�ass
Wilmington North Carolina _ -28405
M Cty cr Town _. Slate Zip Coda
9 0 - 452-5861
Area code - Plyine number
2. WELL INFORMATION
WELL CONSTRUCTION PERMIT N: N/A
OTHER ASSOCIATED PERPAI T u NIA
SITE WELL ID f) (11 appliGatrta) IVIVV . I a
S. WELL USE (Check One Box): Mtonttonng ® Muwdpa:rPsb a ❑
InduNdal/Cominerctal ❑ Agra Ulurel ❑ recovery ❑ Inleclmn ❑
Ingation 0 Chher ❑ (Est use):
DATE DRILLED. November 25 2013
4. WELL LOCATION:
(Street rw". tYm mm. 1.&Wmmay, O+On. LA M . ),afen. ZIPLuce)
CITY: Havelock COUNTY: Carteret
TOPOGRAPHIC / LAND SETTING (check appropriate box)
❑Slope [Walley ®Flat ❑Ridge ❑Other.
LATITUDE: 34.894669 OD
LONGITUDE: .76,884378 DD
Latiludepongltude source: ®GPS O Topo. map
a(Location of
ttached to th farm I not using a 15) GS lopo map and
S. FACILITY tNa w d rile twt nets where the well a locat4d 1
NIA _ N/A
Facility Name _ Facility ID ft (if applicable)
Street Address
Havelock NC
City or Town State Zip Code
Contact Name
Mailing Address
City or Town Slate Zip Code
f•'
Area code - Phale number
6. WELL DETAILS:
a. TOTAL DEPTH:
b. DOES WELL REPLACCE EXISTING WELL? YES ❑ 1
c. WATER Luse 1+ it Above Top oflabritir -
d. TOP OF CASING IS-1-5-0 -FT. Above land Surface`
' Top of cmdng Ism*tatedallorbelow land svrhea tray roWN
a Vatknce Si accadatiee with 15A NCAC 2C.0111L
e. YIELD (gpm): WA METHOD OF TEST: NIA
f. DISINFECTION: Type (fig Amount: NIA
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
4
Ft. 2- in. Sch, 40 PVC
Top .�
Bottom
Ft. _in.
Top
Bottom
Ft, in. _
& GROUT:
Depth
Material Method
Top 0
Bottom
2
Ft.Por[land Cement Surface Pour
Top 2 _
Bottom
3
Ft. _Bent. Pellets Surface Pour
Top
Bottom
9. SCREEN:
Depth
Diameter Slot Size Material
Top 4
Bottom
14
Ft, 2 In. Stot 010in. PVC
Top
Bottom
Ft. In. In.
Top ______
Bottom
Ft. -in. in.
:10, SAND/GRAVEL PACK:
Depth
Size Material
Top 8
Bottom _
14_
Ft. #2 Mad. Torvedo Sand
• Top _
1301tom
Ft.
Top
Bottom
Ft.
• 11. DRILLING
LOG
Top Bottom
Formation Description
--SEE.-* _.
ATTACHED
: 12. REMARKS:
100 HEREBY CERTIFY THAT ni$ WELL WAS CONSTRUCTED IN ACCORDANCE WITH
ISA NCAC 2C, WELL DDNSYRUCTION STANDARDS. AND THATA COPY OF TH16
RECORD HAS BEEN PAOVIDEO TO THE WELL OWNER
SI ATURE OCERTIFIED WELL CONTRACTOR DATE
D.T. Chalmers, Jr. _
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Supmit within 30 days of completion to: Division of Water Quality . Information Processing, Modified from
1617 Mail Service Geller, Raleigh, NC 27OW1617, Phone No. [phone]) Form GW-1b
RRv 21nq

CATLIN
WELL LOGEnpineemand sclentleln
1213109
PRO,IEGTN0.:�2i310- ) STATE: NC- 6-06irr: Car#eret LOCATION: Havelock
—OF�
PROJECT NAME: Cherry Point Spray Field ; LOGGED BY-- Mid Atlantic WELL ID:
� 10AlLLER;D.T. Chalmers, -Jr.- MW 13
NORTHING: J 4-23-36el EAiift _ 2634326 cREVL JohnBoone_
SYSTEM: NCSP NAD 83(fttBORINGLOCATION: _ _ _ _ T.O.C.EELEV.; 25.52
DRILL MACHINE; D-50 !.METHOD. _ _ H.S.A. ____ D HOUR DTW:_ N/A F T4TAL DEPTH _ 15.0
START DATE: 11 /25/13 FINISH DATE: 11 /25/13 124 HOUR DTW: N/A rVti u. wTH: i 4.0
BLOW COUNT ovA o SOIL AND ROCK J WELL
QEPTi f l osrt n.5g� o.stt o.stt (PPM) ` �� s r I DEPTH DESCRIPTION ELEVATIONI DETAIL
I
:0:�._f _....__ _ LAND SURFACE, _ 22.0�
-I_ - _
2.0
asao. _ 4.0
4.0 - - I
36
6
1
r�
9.0
t
i
`4�4
j!
I
(SP) - Drk. brown, vf. SAND. for 8" grading to
tan vf. SAND for 4". -
fr, 16.5
I I
E �
I.t. gray, W. SAND slightly silty.
if, 5
t
I
i
I•
of WTI cflglilly slit' 14.0 : L
Boring Terminated at Elevation 7.0 it I
in f. SAND
I I_
I
Roep;x,dCtn+�nt B.-tuonao'r-r*tt 42

OPERATION AND MAINTENANCE MANUAL
FOR
LAND APPLICATION OF RESIDUALS
Version 1.3
MARINE CORPS AIR STATION
CHERRY POINT, NC
Prepared by:
Timothy O. Lawrence
Updated by Richard S. Weaver
EAD, MCAS Cherry Point
August 27, 2024

Table of Contents
Objective.......................................................................................................................................................3
Scope.............................................................................................................................................................3
Roles& Responsibility...................................................................................................................................3
Introduction...................................................................................................................................................3
Field#1..........................................................................................................................................................5
Field#2..........................................................................................................................................................6
Field#3..........................................................................................................................................................6
Field#4..........................................................................................................................................................7
Field#5..........................................................................................................................................................8
Field#6..........................................................................................................................................................8
Field#7..........................................................................................................................................................9
Field#8..........................................................................................................................................................9
Field#9........................................................................................................................................................11
Field#10......................................................................................................................................................12
WastewaterPlant........................................................................................................................................13
Monitoringand Sampling............................................................................................................................14
OutlyingField Residuals..............................................................................................................................15
LandApplication..........................................................................................................................................15
LandApplication Contractor.......................................................................................................................15
CoverCrop...................................................................................................................................................16
BoundaryMarkings.....................................................................................................................................16
FieldClosure................................................................................................................................................16
Spills& Incidents.........................................................................................................................................16
Reports........................................................................................................................................................17
Security........................................................................................................................................................17
AirfieldOperations......................................................................................................................................17
PotentialHazards........................................................................................................................................17
Personal Protection Equipment (PPE).........................................................................................................18
Maintenance.............................................................................................................................................18
Manufacturer's Literature...........................................................................................................................18
2

Objective
Use these procedures to ensure safe and correct operation the land application of residuals in
accordance with state permit(s) and standard practices.
Scope
Provide a means to ensure safe operations and provide knowledge of potential hazards.
Roles & Responsibility
It is the responsibility of the designated certified operator in responsible charge (ORC) or those
designated as back-up ORCs to ensure the associated equipment and fields used for the land application
of residuals is properly maintained and fully operational in accordance with state permit(s) and standard
practices. The ORC or back-up ORC shall visit the sites in accordance with state permit(s) and shall
complete all required reportable forms and shall perform the required tests and/or gather information
to ensure permit compliance at the specified intervals as to ensure no permit violations occur. The ORC
shall inform the Environmental Affairs Department (EAD) of any permit violations that have occurred or
may potentially occur.
EAD shall provide guidance and direction to the ORC as needed to ensure full permit compliance is
maintained during operation. EAD shall maintain the required permits required for the operational
compliance of the land application fields.
Introduction
The handling of the residuals generated by the processes of wastewater treatment under NPDES permit
NC0003816 is addressed under the state permit WQ0001489. The residuals (or sludge) are processed at
the MCAS Cherry Point wastewater treatment plant (WWTP) located on Roosevelt Blvd. The process
includes blending and lime stabilization prior to transferring the residuals to a tanker truck for transport
to the land application fields. The residuals are then transferred to the land application equipment (i.e.,
a tractor) for surface application. The processes of transport and land application are currently handled
by a contractor.
Residuals from the Outlying Fields (OLFs) can be land applied to the fields under permit WQ0001489 as
they are identified residual sources. This includes residuals from the Atlantic and Bogue wastewater
treatment facility ponds and Piney Island's wastewater treatment facility septic tank.
The land application fields are located on federally owned land within MCAS Cherry Point's boundaries.
See Photo #1. There are currently six active fields and four inactive fields; two of which are designated
for future expansion. The fields are defined later in this O&M. The 2024 permit renewal/modification
requests the activation of Fields #8 and #10, and the removal of Fields #5 and #6 from the permit.
3

Residuals from the Industrial Waste Treatment Plant (IWTP) are not authorized for land application
under permit WQ0001489 and are to be disposed in accordance to hazardous waste disposal
regulations. This contract is handled via US Army Corps of Engineers (AoCE).
Photo 1: Map of Land Application Fields
Note: Field hatching is approximate.
4

Field #1
Field #1 encompasses 44.94 acres. This field is currently active and used year round. It is located near
the center mat between runway 511 and taxiway D. It is accessible via the inactive portion of taxiway D,
from Cunningham Blvd, follow Marylou Rd around to the end of taxiway D. See Photo #2.
Photo 2: Map of Land Application Field #1.
Note: Field outlines are approximate.

Field #2
Field #2 encompasses 23.90 acres. This field is currently active and used year round. It is located near
the center mat between runway 32L and taxiway D. It is accessible via the inactive portion of taxiway D,
from Cunningham Blvd, follow Marylou Rd around to the end of taxiway D. See Photo #3.
Photo 3: Map of Land Application Field #2.
Note: Field outlines are approximate.
Field #3
Field #3 encompasses 16.80 acres. This field is currently active and used year round. It is parallel to
runway 32L and is intersected by Antelope Rd. It is accessible from Cunningham Blvd, follow Marylou Rd
around to the Gas Chamber (64786), and follow Antelope Rd to the field prior to reaching the Gas
Chamber. See Photo #4.
There is a small structure in the south side of the field that must be avoided during land application.

VW
MW 10
1
Runway 32L
AirOps
Equipment
Photo 4: Map of Land Application Field #3.
Note: Field outlines are approximate.
w
Field #4
Field #4 encompasses 8.0 acres. This field is currently active but is used in a limited capacity to provide
land application for the OLFs. It is parallel to runway 32L and is located near B1788. It is accessible from
Cunningham Blvd, follow Marylou Rd around to the Gas Chamber (B4786), and follow Antelope Rd to
runway 321-prior to reaching the Gas Chamber, then follow the service road along the inactive portion of
runway 32L to field. See Photo #5.
Currently, personnel who utilize B1788 and the associated high voltage system in the area have
requested a reduction in use of this field.
7

Field #5
Field #5 encompasses 24.0 acres. This field is currently inactive. It is inactive due to the high water
table. It is located at the left end of runway 32L and is located near B1788. It is accessible from
Cunningham Blvd, follow Marylou Rd around to the Gas Chamber (B4786), and follow Antelope Rd to
runway 32L prior to reaching the Gas Chamber, then follow the service road along the inactive portion
of runway 32L to field. See Photo #5. Due to the inability to use this field because of the high water
table, MCAS Cherry Point requests the removal of this field from the permit.
I
Photo 5: Map of Land Application Fields #4, #5, and #6.
Note: Field outlines are approximate.
Field #6
Field #6 encompasses 8.10 acres. This field is currently inactive. It is inactive due to the high water
table. It is located at the end of runway 32L and has runway approach lights located down the middle of
the field. The field is also intersected by the paved service road. It is accessible from Cunningham Blvd,
follow Marylou Rd around to the Gas Chamber (B4786), and follow Antelope Rd to runway 321-prior to
8

reaching the Gas Chamber, then follow the service road along the inactive portion of runway 32L to
field. See Photo #5.
Before use: Monitoring of the seasonal high water table elevation must be performed and coordination
with AirOps must be obtained prior to field activation. The previous concerns of AirOps were related to
the spraying of runway approach lights during land application. Avoidance of the lights should be
considered before reuse of this field. Due to the inability to use this field because of the high water
table, MCAS Cherry Point requests the removal of this field from the permit.
Field #7
Field #7 encompasses 35.0 acres. This field is currently active and used year round. It is parallel to
runway 32L and is intersected by Antelope Rd. It is accessible from Cunningham Blvd, follow Marylou Rd
around to the Gas Chamber (134786), and follow Antelope Rd to the field prior to reaching the Gas
Chamber, then follow the service road around the inactive portion of runway 32L to Hyena Rd. See
Photo #6.
At the northeast side of the field, B4852 has been constructed within the permitted area. There is also
AirOps equipment on the west side of the field. Care should be taken to avoid the equipment while
spraying. Permit modification to reduce acreage shall be considered.
Field #8
Field #8 encompasses 64.44 usable acres. This field is currently inactive and MCAS Cherry Point
requests the activation of this Field within the 2024 permit renewal/modification. It is at the end of
runway 23R and is intersected by marsh land and has runway approach lights located down the middle
of the field. It is accessible from Range Rd, follow Mangus Rd to field. Mangus Rd is gated and the gates
are closed when the range is active. See Photo #7. This field is also accessible from the High Power Run
Up area.
Before use: Monitoring of the seasonal high water table elevation must be performed and coordination
with AirOps must be obtained prior to field activation. The field was resurveyed to delineate the marsh
areas and properly define usable land application area. A soil analysis of the field shall also be conducted
to determine the baseline of pollutants. Additional monitoring wells needs to be performed to properly
monitor contaminants in the groundwater based on the typography of the field. MCAS Cherry Point
requests the addition of monitoring wells 14,15, 16 and 17 for this purpose.
0

Taxiway E
�E
�f
Field #2
Photo 6: Map of Land Application Field #7.
Note: Field outlines are approximate.
10

f EOi l.. a^yr !~
y' i •7-��
..
•bw_
Mangus
�y
F P
l •F
Sri.
4 pk i
;L
Runway 23R
• Hancock C.r
Photo 7: Map of Land Application Field #8.
Note: Field outlines are approximate.
+1
B321
MW5
n�b
Field #9
Field #9 was removed from the permit during the 2019 permit renewal. VMU-2 (64845) was developed
on the site. It is parallel to runway 14L near the CALA. It is accessible from Access Rd turn onto Duffy Rd
to Taxiway K. See Photo #8.
11

Photo 8: Map of Land Application Field #9 (removed from permit).
Note: Field outlines are approximate.
Field #10
Field #10 encompasses 109.6 usable acres. This field is currently inactive and MCAS Cherry Point
request activation of this field within the 2024 permit renewal/modification. Field #10 is located at the
end of runway 511 and between the runway and Marylou Rd. This field has runway approach lights
located down the middle of the fields. It is accessible from Cunningham Blvd, follow Marylou Rd. See
Photo #9.
Before use: Monitoring of the seasonal high water table elevation must be performed and coordination
with AirOps must be obtained prior to field activation. The was field was resurveyed to delineate the
marsh areas and properly define usable land application area. A soil analysis of the field shall also be
conducted to determine the baseline of pollutants. Installation of monitoring well designated as MW-6
shall be performed and the activation of MW-6 and MW-13 shall occur. A permit modification to reduce
the permitted area is included with the 2024 permit renewal/modification.
12

Photo 9: Map of Land Application Field #10.
Note: Field outlines are approximate.
Wastewater Plant
,p
The processing of residuals for land application occurs at MCAS Cherry Point's WWTP. The process
includes blending and lime stabilization prior to transferring the residuals to a tanker truck for transport
to the land application fields. See Photo #10.
The ORC and plant operators conduct the blending of the residuals based on the WWTP's needs. The
lime stabilization is also performed by the ORC and plant operators and the residuals are stored in the
holding tank until the land application contractor loads the tanker truck for transport to the land
application fields. The contractor conducts the transfer from the holding tank to the tanker truck.
13

Ti4:1k5
A
Y Residuals Loading Area
�dj - � . I� �, �� Z Holding Tan+- ;m%
.-. 7. L l _
1...�� i 1 E'..
�� % ��L _-4— f Ali
;.' -.
r � _
a..
Photo 10: Cherry Point Wastewater Treatment Plant.
Monitoring and Sampling
Prior to each application event, the ORC or designated operator shall conduct samples and monitor the
residuals for percent solids and pH as required by the parameters defined in the current permit during
the lime stabilization process.
There are currently four active groundwater monitoring wells associated with the land application fields.
They are denoted as MW-1, MW-2, MW-3, and MW-5. The location of the wells can be seen in Photo 1.
There are two monitoring wells identified in the permit for future use. MCAS Cherry Point us requesting
the installation and use of MW-6 with the activation of Field #10 along with MW-13 and two future
wells MW-4, and MW-7. The 2024 permit renewal/modification requests the removal of Fields #5 and
#6 from the permit and thus the de -activation of MW-1, MW-2, and MW-3. For the activation of Field #8
and Field #10, we request the activation and/or construction of MW-6, MW-8, MW-9, MW-10, MW-11,
MW-12, and MW-13, and the construction of MW-14 through 17. The monitoring wells shall be sampled
for the parameters defined in the current permit at the stated intervals.
All residual sources shall be analyzed to demonstrate that they are non -hazardous under Resource
Conservation and Recovery Act (RCRA). This analysis is conducted annually and shall in no case be less
frequent than the current permit states. All residual sources shall also be analyzed annually per
Condition 111.3 and 4.
A representative annual soils analysis shall be conducted on each active land application field and tested
for the parameters defined in the current permit.
14

The permit required sampling will be supervised by the Facilities' Laboratory, contact Mike McGee at
466-4889.
Monitoring of the season high water table shall be conducted by EAD and recorded. If the season high
water table elevation is found to be within three feet of the surface, land application shall not be
performed on the identified field until the water table has dropped. This shall be conveyed to the land
application contractor by EAD via ACoE.
Outlying Field Residuals
Residuals from the three outlying fields (Atlantic, Bogue and BT-11) under the control of MCAS Cherry
Point are identified as certified residual sources that are authorized for land disposal to the permitted
application fields under permit WQ0001489.
Land application of the solid residuals from these sites will occur infrequently, and only as part of larger
maintenance and repair projects. As a result, sampling of the residuals will occur only prior to land
application or as part of the permit renewal. Solids will be pumped out of the lagoon or septic tank and
blended to reduce sample variability due to settling and stratification. One blended sample will be
collected and split samples will be analyzed for pH, percent solids, volatile solids content, and fecal
coliform. If analysis results comply with the terms of the permit, the solids will be land applied. In the
event a parameter does not comply with the permit, the sludge will be stabilized with lime prior to land
application.
Land Application
Land application shall not occur during the following:
1. During inclement weather
2. Within 24 hours following a 24 hour rain event of % inch or greater
3. The site is flooded, frozen, or snow-covered
4. At rates greater than agronomic rates
5. Season high water table elevation is within 3 feet of the surface
Land Application Contractor
The land application of residuals is performed by a contractor via ACoE. The contractor also provides the
required lime for treatment and transports the residuals from the WWTP to the land application fields.
The current ACoE contact is Shari Kennedy (251-285-9368). The contracted land applier is currently
Craven Ag whose point of contact is Billy Dunum at 252-670-8530. Craven Ag is subcontracted by GCR.
The contractor is required to adhere to the current state issued permit and the current support contract.
The contractor is required to record and provide upon completion (at a minimum), the following:
1. Date and time of event
2. Volume (in gallons) of residuals applied per event
15

3. Field applied to per event
4. Weather data during event
5. Surveyed data of the event
Cover Crop
The cover crop on all land application fields is fescue. The cover crop is maintained on a recurring
schedule to cut the grass in support of the airfield operations. The ORC or representative should inspect
the fields to ensure the field the cover crop is well maintained. The mowing contract is handled via
Facilities Support Contracts (FSC).
Boundary Markings
All active fields have boundary markings installed to indicate the perimeter of the permitted area. The
markers are flush, poured in place concrete squares with land survey markings. These markers are flush
to allow for easier cutting of the fields and application of the residuals. Land survey markings are
installed to identify the fields and to provide a detectable item with the use of a metal detector as
needed. The boundaries are currently easily defined by the terrain with storm water swells and tree
lines.
Field Closure
A field shall be closed when the Ceiling Concentration limits for pollutants are reached, but not
exceeded. The parameters for which limits are set are defined in the current permit and include the
following: Arsenic, Cadmium, Copper, Lead, Mercury, Molybdenum, Nickel, Selenium, and Zinc.
These concentrations are tracked and reported in the annual report as required per the permit and
should be closely monitored to ensure proper planning and action is taken to avoid exceedances of the
limits.
Post closure monitoring will be implemented in compliance with governing regulations.
Spills & Incidents
If a spill occurs or is discovered, the operator is to cease all operations, notify his/her supervisor, and
begin immediate containment procedures after determining that it is safe to proceed. After satisfactory
containment of the spill is obtained, clean-up of the spill should begin. If the size of the spill exceeds the
containment/clean-up ability of unit, the operator is to follow the spill response procedures set forth by
the command. All used spill materials and debris is to be disposed of following procedures set forth by
the command. All notifications concerning the spill shall be made in accordance with command
procedures.
16

Reports
The ORC, along with guidance and support from EAD, shall complete all required reports and
notifications required by the current state permit. Both the ORC and EAD shall maintain copies of the
submitted reports for the minimum duration specified by the permit.
EAD completes the required annual report which requires the ORC to provide lime stabilization data for
each event. EAD also requires the FSC contract representative to provide from the contractor further
supporting documentation as previously defined per the permit.
Security
As MCAS Cherry Point is a secure military facility, access to the land application fields is restricted from
public access. Airfield operations further restrict access to the area as related to airfield security.
Hunting is authorized on select land application fields, with notification of the sites use expressed to the
hunters via the Conservation Law Enforcement Officers (CLEOs).
In accordance with state regulations, the groundwater monitoring wells are to be kept locked and
secured when sampling is not being performed. The keys and locks are maintained by EAD. When
sampling, the laboratory representative shall acquire a key from EAD and return the key upon
completion.
Airfield Operations
All personnel to operate in or around the land application fields shall be familiar with the required
protocols for operating around the airfield and shall attend and maintain the airfield driver's
certification course annually. While maneuvering around the land application fields may not require
direct communication with the control tower (i.e., Cherry Ground), all personnel shall have a radio with
a channel to the control tower to communicate or receive communications as necessary in the event of
an emergency.
All precautions shall be taken to avoid the introduction of foreign, object and debris (FOD) within the
airfield. Do not allow loose materials to be left on the airfield or to be blown out of the vehicle. If FOD is
discovered, and not on the active runway, gather the debris up. If FOD is seen on the active runway,
notify the control tower immediately.
Potential Hazards
The following is a list of potential hazards that are identified with the operation of the wastewater and
irrigation system. The operator should also verify with the manufacturer's literature for additional
hazards associated with all identified equipment.
1. Exposure to wastewater.
2. Slip and fall hazard related to terrain and saturation of land application fields.
17

3. Hearing hazard due to noise generated during flight operations around the airfield.
4. Bites due to snakes, mammals, and insects.
Personal Protection Equipment (PPE)
Based on the identified hazards during the operational process of the wastewater and land application,
the operator shall wear the following personal protection equipment (PPE):
1. Hearing protection (during active airfield operations)
2. Safety gloves
3. Safety shoes
Maintenance
An operator shall follow the manufacturer's suggested maintenance schedule for daily, monthly and
hourly operations. Only qualified personnel will perform maintenance on electrical and sanitary sewer
components. The operator will follow proper Lock-out/Tag-out procedures.
All required equipment shall be tested and calibrated at least once per permit cycle as applicable.
Calibration records shall be maintained in accordance with state permit requirements.
The land application fields shall be maintained to ensure no slope to be land applied is greater than 10%
and that erosion is not occurring that would allow runoff to surface waters.
Manufacturer's Literature
All manufacturers' literature and maintenance manuals on all equipment utilized at MCAS Cherry Point's
WWTP in regards to the treatment of residuals shall be maintained on file and updated as required by
directed maintenance personnel.
18

0<
W
49
44
I
Field 10
Activate
(109.6 usable acres)
WQ0001489
Land Application
Field #'1
Application Area
and Setbacks
16080 0 160 320 480 640 Feet
Notes:
1) Position of Review and Compliance
boundaries are approximate and for review only.
Compliance boundary is placed at the surrounding
stormwater ditches.
2) PZ-1 is a piezometer used to measure vertical
separation between seasonal high water table
and depth of residuals.
3) MWA 3 will be activated.
MCAS Cherry Point
N
W E
S
NOTE: THIS MAP IS FOR REFERENCE ONLY
NOT FOR LAND NAVIGATION OR TARGETING
UNCLASSIFIED!/FOR OFFICIAL USE ONLY (FOUO)
Ahhouph every ellod Me been matle [a ereurt Me eccunry arthe iMomWbn,
• naM csndb—origi-Erg ban physical sWrces k devekp the da "W
may M ndecfed in the dab supplkd. TM uar mu be avnm of dats
coMitlone aM ulymsldY ban mpombiiry kr me sPP.Im%— of m•
Inkmutbn vAh rasped I.o-
pIble errors, anginmap
p wk, oWkdion
mefMd,IM,—u of tM dm,-Mother—didon spocl0a to —Win dsfa.
E.I.—nhl A6ain Depadmmt (EAD)
MCAS Ch w POW
[phone]
PrW,—I by: T-ft O. L—s, PE
Pnpsred dde: 26Aprf 2019
•dyed 27 AOpud 2024
Map Pnje tWn: NC Std Pb.(NADS69. GRSISSD)
D, bb sulfwiud k tlr U.S. Govammerd aM tMreaN ony. Upan
tarmine n of use, map mud M desb W'
�t
FNe Namedontlen: Ns

Field 1
Active
(Permitted 44.94 acres)
. ---- —— — -F
B4306 Aircraft Washdown
Non -Potable Water Well EL
1
Stormwater Ditch
011ie
1
e �
Stormwater Ditchh\L<
Field 7
Active
(Permitted 35.00 acres)
a Field 2 w
PZ-2 Active
Review Boundaryf (Permitted 23.40 acres)
A • L ^
Compliance Boundary �fi.'.•�. ,�
4
1-4y
-
it r h •In
Nk
' • i- •.�� s��.� �' �` �, _ram . 6.• �
feer—
a # - .. ��-6l ♦ I,�f"'s �� - � 'lr ¢ ate, j( • .. y
•„�f' `� ' ;;.,ti.e`�'t• 4�_E K ��; MW-12
i
N,�
1 I �T;"` . _ ,•� � t. ' }' �: �:' .. . ,�� � Kt - � � a • ` � °.� •� '' Field 3
Y e r .% iA`• l `
I,. Stormwater Ditch r _ Active
• �.� ��,+`,, (Permitted 16.80 acres)
WQ0001489
Land Application
Field # 2
Application Area
and Setbacks
13065 0 130 260 390 520 Feet
Notes:
1) Position of Review and Compliance boundaries
are approximate and for review only. Compliance
boundary is placed at the surrounding stormwater
ditches.
2) PZ-2 is a pizometer used to measure vertical
separation between seasonal high water table and
depth of residuals.
3) MW-12 will be activated.
MCAS Cherry Point
W N E
S
NOTE. THIS MAP IS FOR REFERENCE ONLY
NOT FOR LAND NAVIGATION OR TARGETING
UNCLASSIFIEDIfFOR OFFICIAL USE ONLY (FOUO)
Ahheoph every *nod has been made to enauns the s000nscy of Me IMomMbn,
enore End eundbiens orpeisbq from physkd aomvee b develop Its, ".be"
troy bs reelected In the data sWPlbd. The wermunod be swan of dsb
condbero end ofbnstely beer on poneblMy for Me appmprlN• use of the
infemw6cnv reepsct W possible—, sigirolMap Kete,00lsell-
methodole9y, curaney ofhehe dids, and other oanddioro Wecific W eMsin deb.
Emimnmeretal ARelrs Dsparbn.M (EAD)
MCAS Cherry P-M
(252) 4e11-27
Prepered by: Ttmoff y O. LrNnrce, PE
PreWmd date: 26 ApA 2019
edbd: 27 Aopuet=4
Map Pnoiecfen NC Stsh pone (NADSSS, GRSIM)
❑leMb flon suMedeed to Me A. Govemment end leer oanhecfora only. Upon
hmiutbn of —, msp ruk be deahoycdl
fir
�.
Fib N-11—lion. rMe

Field 2
Active T '
YY.{*.. (Permitted 23.40 acres)
Y.T
MW-12
:�L e.C• ��y eye°+q1".r � �F '!', i •Y` i '.e �r *gam' '�. ,
:�* ` ,�.� ~ , �'.: �A,'•` ` Stormwater Ditch
r f Review Boundary v
Mary Lou Road ` • "� '' Y �x ''l `
A`.a •►" ,Ti !��
` Y-•.]+4�:L - tie.!
Compliance Boundary
i
` MW-10
4
Stormwater Ditch
,AIMIM
PZ-3
`��
y
i�
. • ty
aw.
E
' Service Road
T.a
-f
Field 3 "
Active
(Permitted 16.80 acres)
L�
WQ00014p89
Land Application
Field # 3
Application Area
and Setbacks
13065 0 130 260 390 520 Feet
Notes:
1) Position of Review and Compliance boundaries
are approximate and for review only. Compliance
boundary is placed at the surrounding stormwater
ditches.
2) PZ-3 is a pizometer used to measure vertical
separation between seasonal high water table and
depth of residuals.
3) MW-12 and MW-10 will be activated.
MCAS Cherry Point
W N E
S
NOTE: THIS MAP IS FOR REFERENCE ONLY
NOT FOR LAND NAVIGATION OR TARGETING
UNCtASSIFIEOI/FOR OFFICIAL USE ONLY (FOUO)
AW.Wh every .pod roe be.n male to a.— the .mvacy of th. IMo—tion.
enom and aonddona or0inatinp *W phyalW aoureea to develop the dahbem
may be reflected In the data aupplkd. The user mwt be — of dab
oondMon. and M—t* bear reep-1,011 r or Me.pprop Wha use of the
informetkn ath respect o pooelbl. arrera, odphal m.p auk, cokcdon
methodology. c,�nen y oftha dab, and other condition, apeelle to certain doh.
Embnnmemal Albin Deprhno d (EAD)
WAS Cherry P.Im
(252)aef>2IS•
Prepared by: Tknothy O. Lovn—e, PE
Prepwd doe: 26 Apr12019
added 27" 2024
Wp P.J.cton: NC State Plene (NADS63, GRSlM)
DistributionauthwCed to tha US. Govemmerd.nd VWroo—My. Upon
kmdna0an of wee, map mW be deaboyed'
'- I-W
.. .
Rk Namedoptlan: M

Field 5
Inactive
(remnutu 24.00 acres)
R 4F
service Road'I ski
;;
WQ0001489
Land Application
Field # 4
Application Area
and Setbacks
10050 0 100 200 300 400 Feet
Notes:
1) Position of Review and Compliance boundaries
are approximate and for review only. Compliance
boundary is placed at the surrounding stormwater
ditches.
2) PZ-4 is a pizometer used to measure vertical
separation between seasonal high water table and
depth of residuals.
3) MW 9 will be activated
MCAS Cherry Point
G.
NOTE: THIS NAP IS FOR REFERENCE ONLY
NOT FOR LAND NAVIGATION OR TARGETING
UNCLASSIFIEWIFOR OFFICIAL USE ONLY (FOLIO)
Allhauph very ollorl M, baa, made to.mare tad scopraq &thrth fomatl0n.
arron antl aoMalwa mlpinatlro from physical wurva, W develop tle dabbaao
may ba.paled In the data arppMd. The war must b. aware of data
corltlNbm and ultanab,ly bear aVanamNTy for me appraprlada wo of tln
Monration ydth mated to powlbla anon, criphnl map u,ak, wlealbn
m Umdolopy, cunamq of tad data, end aMar condition, apa rS, to eertaln data.
Enn—rutal Altan, Dapartmare (EAD)
MCAS Cherry Polat
R52) 46Q2754
Pmparad by: Thr t O. Ise mn, PE
P"P,mA dare: 26 April 2010
.abed: 27 Aupuat 2024
Map Proje0w. NC Stab, Plane (NADSSi, GRS12S0)
D'nbibudon au0wr¢ad W Ma US. Gowmmant and dwir amInt ora only. upon
b,mammtl . of we. trap mar be daa4ewdI
Frla NameAo 11—N.

0
���, _ ',`+�`�w :,,`�,,�a'�w ■,' •�� `a I's.j � #ri. K'�-'�.r�'a�„Se'rini �'��'T:7� 's '� '*. - � + R r •
- r r rFy-r ■ t . W r � !+ . r _•■r4 - �� • ~ +. �` i•.r:�^' � a. iy- �,- . � � � f �
f

Field 4
Active 1
(Permitted 8.00 acres)
- --. - - -- WQ0001489
Land Application
� •����`,�y �. '�L�`� I� � r `:� k
ABC M Y YCAI -9 - ''� F. t •� r
-v - ,
Field # 8
yy i y.l
Hancock Creek s ,: Application Area
`•
and Setbacks
S r e #
.: e . — ♦ 7;
* — a • +/
MW 3 " 10050 0 100 200 300 400 Feet
ao-�� .f ���•�°� �4iris T Notes:
t. Y • ? 1) Position of Review and Compliance
boundaries are approximate and for review only.
Compliance boundary is placed at the surrounding
stormwater ditches.
2) PZ-6 is a piezometer used to measure vertical
s, Field 6 ServlCe Road r separtation between seasonal high water table
Inactive and depth of residuals.
(Permitted 8.10 acres) ,c . 3) MW-8 and MW-9 will be activated.
longer used due
�unway approach lighting,gand
hi h water table and
o
Y Pp 9
k prone to flooding.
Unusable Area
;Y
f (4.5 acres)
i
a
PZ-6Ali
r
!,.
Review Boundary
MW-8
s ..alb'}`
_ - .
9 �� R
f- _
�
••'r
�• -
Compliance Boundary
_AV
'
- �. f •r _
E
- ---
PZ 5
-
� __.. �Stormwater Ditch
i
♦
" r
F
Field 5''
*
Inactive
-
(Permitted 24.00 acres)
WAS Cherry Point
W N E
S
NOTE: THIS MAP IS FOR REFERENCE ONLY
NOT FOR LAND NAVIGATION OR TARGETING
UNCLASSIFIED//FOR OFFICIAL USE ONLY (FOUO)
Although every,Ma[ hn been mete n ereure the eawreey oft♦ tdometlan,
artan and cendMerd orq Mbrq from phyewel aoueas to develop ne detab—
mey be Mdeded In Me den eupplled. The user mutt be .were of data
eonddwre and uhnunly bear meporr61fity blur aPP.Prnn — eMe
Momelbn vdth reaped to poaa6k error, agirW map wafe, mkNan
metlwdolo0y, cunency of tle dam, and other ceMblone epedf tacertain dab.
Emlrennertel Atreire Department (FAD)
MCAS Cherry Pomt
[phone]
Prepared by:TYmMy O. I —manes, PE
Prepared den: 2SApr62019
edlnd• 27 Ahquat 2024
Mea Proiedlon, NC Stale Plane (NADSSS, GRS19S0)
DNMbWan anhodUzendqptithe U.S. Geven,ma,R and their cordndon only. Upon
C — . map moat ba d--aayad'
Y
Fle Nemelbwbon: We

WQ0001489
Land Application
Field # 7
Application Area
and Setbacks
12562.5 0 125 250 375 500 Feet
Notes:
1) Position of Review and Compliance
boundaries are approximate and for review only.
Compliance boundary is placed at the surrounding
stormwater ditches.
2) MW-11 will be activated
�l1rtiAS Cherry Point
M.
NOTE: THIS MAP IS FOR REFERENCE ONLY
NOT FOR LAND NAVIGATION OR TARGETING
UNCLASSIFIEWFOR OFFICIAL USE ONLY (FOUO)
Allbwry ph eveedod tua been nude to emon tha.e.dncy obthe kft m on,
e n and eondbwm oriq,.fW bom phy" ao rce. to d .I p Me d.Mb..e
may be re11eoLd In Me d.t..uppind. The u.er mud be — of date
cerdibom.ud A-t ly ben napombWy to, the appmpdaM m. orth.
bdormdwn erbh re pM to P—ble enon, o 1plrol m.P —I., collection
m.lhodo,!M, eunndy o/the dab, and otirer conddbm apeoi6o to oerhm data.
Erryiro—ntMAR.In De"--(EAD)
MCAS Cherry Pabd
(= 469-2%
Prepared by: Thr." O. L...—' PE
Pr,M-1 date: 26 April =9
.dbd: 2T Aupud 2824
M" Projocb ow NO State Plam (NADS88, GRS1980)
Dktrbutlon aot Hmd to the U.S. G—nvmnt and tiub ror8ac ond. Upon
d ,map—m b. d.xeeyed'
a»
Flb N. A—fion Mt