20021142 Ver 1_COMPLETE FILE_20020717

? WATF Michael F. Easley, Governor
0 q William G. Ross Jr., Secretary
O? QG North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
cc)
January 14, 2003 L9 (] J '5
;` Ir!
Subject: Receipt of Fee paid to DWQ 401 Wetlands Unit JAN 2 4 CEO
To Whom It May Concern: t,t UNDs GpouP
VIATF-a (111,1 Irv n.-,.-._.
This letter of receipt is in regards to the fee of $112.20 that was paid by Kimley-Horn and Assoc. for the listed
?roject. The check numbers is 14287. The fee was received on 1/14/2003. The fee w-a& for the payment of the
)ublic notice. hS
1. Castle Hayne Rail Yard 02-1142
Please call me at 919-733-3574 or visit our web site at http://h2o.enr.state.nc.us/ncwetlands if you have
my questions regarding this fee.
Sincerely,
Michael Horan
:c: Central Files
File Copy
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l?t(11;!I_IN
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t,?C?EP?st
C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone] Customer Service
1 800 623-7748
KIMLEY-HORN AND ASSOCIATES, INC. 14287
ENGINEERS AND PLANNERS
P. 0. BOX 33068
RALEIGH, NC 27636-3068 66-156/531
BRANCH 38999
DATE JANUARY 13, 2003
PAY
3 TO THE
ORDER OF N.C. DENR $ 1112.20
8 31 Nwi1 ? l.? INA ?F
112 h
W.d on Mex.
DOLLARS "°'"
First Union National Bank KIMLEY-HORN AND ASSOCIATES, INC.
R/T 053101561
FOND
11100OL4287n, A:053L0L561I1:20 7998 5 3 20 3 39u¦
DETACH AND RETAIN THIS STATEMENT
THE ATTACHED CHECK IS IN PAYMENT OF ITEMS DESCRIBED BEIOW. IF NOT CORRECT PLEASE NOTIFY US PROMPTLY. NO RECEIPT DESIRED.
KIMLEY-HORN AND ASSOCIATES, INC. RALEIGH, NC 27636-3068
VO 14287
VN 9947
RETURN TO HARLAN BRITT
\O?QF W AT
? r
O Y
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
January 23, 2003
Martin Marietta Aggregates
C/o Horace Wilson
2710 Wycliff Road
Raleigh, NC 27607
Dear Mr. Wilson:
Re: Isolated Wetland Permit
Castle Hayne Rail Yard
WQC Project # 02-1142
New Hanover County
Attached hereto is a copy of Isolated Wetland Permit Number 5 issued to Martin Marietta
Aggregates for the Castle Hayne Rail Yard project dated January 23, 2003. This approval is also
valid for General Water Quality Certifications Numbers 3374, 3375 and 3362 for Nationwide Permits
12, 14 and 39, respectively. The conditions of these General Certifications are hereby incorporated
into this Permit approval.
If we can be of further assistance, please do not hesitate to contact us.
Sincerely,
Attachments
Klimek, P. E., V ctor
cc: Angie Pennock, Corps of Engineers Wilmington Field Office
Noelle Luthern, DWQ Wilmington Regional Office
Kathy Matthews, US Environmental Protection Agency
Pete Romano, Kimley, Horn and Associates
File Copy
Central Files
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands
17
1, A
0
NORTH CAROLINA ISOLATED WETLAND PERMIT AND 401 WATER QUALITY CERTIFICATION
THIS PERMIT AND GENERAL CERTIFICATIONS are issued in conformity with the requirements of
Section 401 Public Laws 92-500 and 95-217 of the United States and subject to the North Carolina
Division of Water Quality (DWQ) Regulations in 15 NCAC 2H, Section .0500 and 15A NCAC 2H .1300. It
is issued to Martin Marietta Aggregates resulting in 0.60 acres of wetland impact (0.12 acres of non-
isolated and 0.48 acres of isolated wetlands) and 110 linear feet of stream impact in County pursuant to
an application filed on the 17th day of July 2002 and a Public Notice dated September 23, 2002 to
construct the Castle Hayne Rail Yard at 1-40 exit 414 off of Holly Shelter Road near Castle Hayne, NC.
The application provides adequate assurance that the discharge of fill material into wetlands and
streams in the watershed of the Northeast Cape Fear River in conjunction with the proposed
development will not result in a violation of applicable Water Quality Standards and discharge guidelines.
Therefore, the State of North Carolina certifies that this activity will not violate the applicable portions of
Sections 301, 302, 303, 306, 307 of PL 92-500 and PL 95-217 if conducted in accordance with the
application and conditions hereinafter set forth.
This approval is only valid for the purpose and design that you submitted in your application dated
July 17, 2002 and as described in the Public Notice. If you change your project, you must notify us and
send us a new application for a new Permit and Certification. If the property is sold, the new owner must
be given a copy of the Permit and Certification and their approval letter and is thereby responsible for
complying with all conditions. If total wetland fills for this project (now or in the future) exceed one acre
or total perennial stream impact exceeds 150 feet, compensatory mitigation may be required as
described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to be valid, you must follow the
conditions listed below. In addition, you should get any other federal, state or local permits before you go
ahead with your project including (but not limited to) Sediment and Erosion control, Coastal Stormwater,
Non-discharge and Water Supply watershed regulations.
Conditions of Permit and Certification:
1. Appropriate sediment and erosion control practices which equal or exceed those outlined in the
most recent version of two manuals, either the "North Carolina Sediment and Erosion Control
Planning and Design Manual" or the "North Carolina Surface Mining Manual" (available from the
Division of Land Resources in the DEHNR Regional or Central Offices). The control practices shall
be utilized to prevent exceedances of the appropriate turbidity water quality standard (50 NTUs in
all fresh water streams and rivers not designated as trout waters; 25 NTUs in all lakes and
reservoirs, and all saltwater classes; and 10 NTUs in trout waters);
2. All sediment and erosion control measures placed in wetlands or waters shall be removed and the
natural grade restored after the Division of Land Resources has released the project;
3. Measures shall be taken to prevent live or fresh concrete from coming into contact with waters
of the state until the concrete has hardened;
4. If waste or borrow sites are located in wetlands or other waters, compensatory mitigation will be
required since it is a direct impact from road construction activities;
5. Conditions of General Certifications 3374, 3375, and 3362 for Nationwide Permits 12, 14, and 39,
respectively are hereby incorporated into this approval;
6. Deed notifications or similar mechanisms shall be placed on all remaining jurisdictional wetlands
and waters or areas within 50 feet of all streams and ponds to notify the state in order to assure
compliance for future wetland and/or water impact. These mechanisms shall be put in place
within 30 days of the date of this letter or the issuance of the 404 Permit (whichever is later);
7. Culverts must be placed below the elevation of the streambed in order to allow aquatic life
passage.
8. Fill must be stabilized with the use of slopes and vegetation, bulkheads or similar mechanisms such
that additional wetlands outside the approved fill area are not impacted by off-site sedimentation;
and
9. Upon completion of the project, the applicant shall complete and return the enclosed
"Certification of Completion Form" to notify DWQ that all the work included in the Isolated
Wetland Permit and 401 Certification has been completed. The responsible party shall complete
the attached form and return it to the 401/Wetlands Unit of the Division of Water Quality.
DETACH AND RETAIN THIS STATEMENT
IIIE ATIA( FED F NECK IS IN PAYMENT Of ITFM5 DES(PIPED BEEOW If F-T (ORREI T PLEASE NOTIFY US PROMPTIY NO RECEIPT DLSIFFD
KIMLEY-HORN AND ASSOCIATES, INC. RALEIGH, NC 27636-3068
VO 14287
VN 9947
RETURN TO HARLAN BRITT
Violations of any condition herein set forth may result in revocation of this Permit or Certification and
may result in criminal and/or civil penalties. This Permit and Certification shall become null and void
unless the above conditions are made conditions of the Federal 404 and/or Coastal Area Management
Act Permit. This Certification shall expire upon expiration of the 404 or CAMA permit.
If this Permit and Certification is unacceptable to you have the right to an adjudicatory hearing upon
written request within sixty (60) days following receipt of this Certification. This request must be in the
form of a written petition conforming to Chapter 150B of the North Carolina General Statutes and filed
with the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. If modifications
are made to an original Certification, you have the right to an adjudicatory hearing on the modifications
upon written request within sixty (60) days following receipt of the Certification. Unless such demands
are made, this Permit and Certification shall be final and binding.
This the 23rd day of January 2003
DIVISIQN OF MATER QUALITY
ct r
w a r?9P?
r

Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #: [phone]
Fax #: [phone] t`J
Fax To: Fax #: ?- I
Company: _ Date: / 1'2 _
Number of pages including cover sheet:
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc,us/ncwetlands
Michael F Easley, Governor
William G. Ross h., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Division of Water Quality
Department of Environmental and Natural Resources
Wetlands/401 Unit
F F19
01
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek. P.E..
C? Director
Division of Water Quality
Martin Marietta Aggregates
c/o Dr. Horace Willson
2710 Wycliff Road
Raleigh, NC 27607
Re: Isolated Wetland Pe I
Castle Hayne Rail Yard
WQC Project #02-1142
New Hanover County
September 11, 2002
-10 6 Q
%Uv
Attached hereto is a copy of Isolated Wetland Permit No. 5 issued to Martin Marietta Aggregates for the
Castle Hayne Rail Yard project dated September 11, 2002. This approval also is valid for the 401 Water
Quality Certifications Numbers 3375 and 3362 for Nationwide Permits 14 and 39, respectively. The conditions
of those General Certifications are hereby incorporated into this Permit approval.
If we can be of further assistance, do not hesitate to contact us.
Sincerely,
Alan W. Klimek. P.E.
Attachments
Cc: Wilmington DWQ Regional Office
File copy
Central Files
Angie Pennock - Wilmington Field Office Corps of Engineers
Kathy Matthews, US Environmental Protection Agency Region IV
Pete Romano - Kimley, Horn and Associates
Wetlands/401 Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Ph: [phone] Fax: [phone]
1
NC-DEN-R
Customer Service
1 800 623-7748
p?0? WAT ??QG
January 14, 2003
Subject: Receipt of Fee paid to DWQ 401 Wetlands Unit
To Whom It May Concern:
This letter of receipt is in regards to the fee of $112.20 that was paid by Kimley-Horn and Assoc. for the listed
project. The check numbers is 14287. The fee was received on 1/14/2003. The fee was for the payment of the
public notice.
1. Castle Hayne Rail Yard 02-1142
Please call me at 919-733-3574 or visit our web site at http://h2o.enr.state.nc.us/ncwetlands if you have
any questions regarding this fee.
Sincerely,
Michael Horan
cc: Central Files
File Copy
'VJ
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PJ'--

N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone]
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
14%
Customer Service
1 800 623-7748
Personal Account Information Redacted
o?o?wAT?9P
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Wetlands/401 Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #: [phone]
Fax #: [phone]
Fax To: AAQ ?()VYWV
Company: - K?.'?L 4?/'Ie-
//
Number of pages including cover sheet:
Notes or special instructions:
Fax #: (1,
13
Date:
n
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Michael P Easley, C;ovemor
William ( i. Ross.Ir., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E,., Director
Division of Water Quality
Division of Water Quality
Department of Environmental and Natural Resources

N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands
Wilmington Morning Star

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12/9/2002
Morning Star Wilmington Classifieds - MAIN
Ke Words From To
108/31/02 ` 12/09/02 7 / sF
Date
Category
Classifieds - 1 Found, Displaying 1-1
My List
09/23/02 NORTH CAROLINA DIVISION OF WATER QUALITY Add to
145 - Legal PUBLIC NOTICE is hereby given that Martin Marietta L
Notices Aggregates, Inc. has applied to the North Carolina Division
of Water Quality for an Isolated Wetland Permit pursuant to
the Division's rules in 15A NCAC 2H 1300. The activity for
which this Permit is sought is to fill 0.48 acres of isolated
wetlands as well as 110 linear feet of streams and 0.12
acres of non-isolated wetlands in order to construct the
Castle Hayne Rail Yard in New Hanover County, NC near I-
40 exit 414 off of Holly Shelter Road near Castle Hayne, NC.
The Division intends to issue the Permit with conditions for
deed notifications, installation of the road culvert to allow
aquatic life passage and other standard conditions. The
public is invited to comment on the above-mentioned
application to the Division of Water Quality. Comments shall
be in writing and must be received by the Division no later
than October 23, 2002. Comments may be sent to the N.C.
Division of Water Quality, Wetlands/401 Unit, 2321 Crabtree
Blvd., Raleigh, NC 27604, Attn: John Dorney (919-733-
9646). A copy of the application is on file at the Division's
Wilmington Regional Office at 127 Cardinal Drive Extension,
Wilmington, NC 28405-3900 during normal business hours.
The application may be inspected by the public at either
location. Alan Klimek, P.E. Director NC Division of Water
Quality DATE: September 12, 2002
1 Classifieds Selected
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http://starnewswilmingtonclassifieds.publishmynews.com/index.cfm
12/9/02
19-19->? IS: iH ;WII. STAR NF'IVS
10
TO " Z$ FwV it 9K Im
FROM: USA
# i
Order: 0001801335 Pubx: 1,15 Rate _' L9
Phoh [phone] )8 { 145 h ljr' S; $ 0.00
Adod( t N7337015 r D#9t : ' 09/23/2002 $ 112.20
?hne; Jackson, Chrisde 09123/2002 `spy ents? $ 0.00
Irtt7: NCDENR/DWQ/NPDES 2 d?18it'te...; $ 112.20
NORTH CAROUNA
DIVISION OF
WATER QUALITY
PUBLIC NOTICE Is hereby
given that Martin Mari-
etta Aggregates, Inc. has
applied to the North
Camlina Division of Water
Quality for an Isolated
Wetland Permit pursuant
to the Division's rules In
15A NCAC 2N 1300. The
activity for which this
Permit is sought Is to flit
0.48 acres of isolated
wetlands as well as 110
linear feet of streams and
0.12 acres of non-Isolated
wetlands in order to con-
struct the Castle Hayne
Rail Yard in New Hanover
County NC near 1-40 exit
414 oFf of Holly Shelter
Road near Castle Hayne,
NC. The Division Intends
to issue the Permit with
conditions for deed notifi-
cations, Installation of the
road culvert to allow
aquatic life passage and
other standard condi.
tions.
The public Is invited to
comment on the above-
mentioned application to
the Division of Water
Quality. Comments shall
be In writing and must be
received by the Division
no later than October 23,
2002. Comments may be
sent to the N.C. Division
Is on file at the Division's
Wilmington Regional Df-
fice at 127 Cardinal Drive
Extension, Wilmington,
NC 28405-3900 during
normal business hours.
The application may be
Inspected by the public at
either location.
Alan Klimek, P.E.
Director
NC Division
of Water Quality
DATE: September 12,
2002
1'_
N
12-12-02;15:18 ;WIL. STAR NEWS

;9103432210
# 2/ 3

12/12/02
Beverly:
Since this invoice is paid in full; our system will not allow us to print another
invoice.
Enclosed is a copy of the check stub that paid this invoice.
Please call me at 910-343-2304 if you need any additional information.
Thanks

i
i
of w A TF9
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan Klimek, P.E.
Director
Division of Water Quality
North Carolina Isolated Wetland Permit and 401 Water Quality Certification
This Permit is issued in conformity with the requirements of the North Carolina Division of Water Quality
(DWQ) Regulations in 15 NCAC 2H, Section 0.1300. It is issued to Martin Marietta Aggregates in order
to construct the Castle Hayne Rail Yard resulting in 0.48 acres of isolated wetlands as well as impact to
110 linear feet of streams and 0.12 acres of non-isolated wetlands in New Hanover County pursuant to
an application filled July 17, 2002 (dated July 16, 2002) to construct the Castle Hayne Rail Yardl-40
exit 414 off of Holly Shelter Road near Castle Hayne, NC.
The application provides adequate assurance that the discharge of fill material into wetlands in the
watershed of the Northeast Cape Fear River in conjunction with the proposed development will not
result in a violation of applicable Water Quality Standards and discharge guidelines. Therefore, the
State of North Carolina certifies that this activity will not violate the applicable proportions of Section
301, 302, 303, 306, 307 of PL 92-500 and PL 95-214 if conducted with the applicable and conditions
hereinafter set forth.
This approval is only valid for the purpose and approximate design that you submitted in your
application, as described in application dated July 16, 2002. If the property is sold, the new owner
must be given a copy of this Permit and approval letter and is thereby responsible for complying with all
conditions. If total wetland fills for this project (now and in the future) exceed one acre or total perennial
stream impact exceeds 150 feet, compensatory mitigation may be required as described in 15A NCAC
2H.1300. For this approval to be valid, you must follow the conditions listed below. In addition, you
should get any other federal, state or local permits before you go ahead with your project including (but
not limited to) Sediment and Erosion Control and Non-discharge regulations.
Condition(s) of Permit
1. Appropriate sediment and erosion control practices must be utilized, which equal or exceed
those outlined in the most recent version of two manuals, either "North Carolina Sediment and
Erosion Control Planning and Design Manual" or the "North Carolina Surface Mining Manual"
(available from the Division of Land Resources in the DEHNR Regional or Central Offices). The
control practices shall be utilized to prevent exceedances of the appropriate turbidity water
quality standards (50 NTUs in all fresh water streams and rivers not designated as trout waters;
25 NTUs in all lakes and reservoirs, all saltwater classes; and 10 NTUs in trout waters);
2. All temporary sediment and erosion control measures placed in wetlands or waters shall be
removed and natural grade restored after the Division of Land Resources has released the
project;
3. Measures shall betaken to prevent live or fresh concrete from coming into contact with waters
of the state until the concrete had hardened;
An additional condition is that a final written stormwater management plan shall be approved by
this ffice before the impacts specified in this Permit occur. The stormwater management plan
mu t include plan an sped icatio or stormwater a agement faciliti eSig ed to remove
85 o TS, acco ing t the most cent C DEN torm ater Best nagement ractices
or b' retention areas. so, before any permanent
Ma ual and i lude c nstruct wetlan sorb'
buil g is ccupied at bject site, a cilities, as a pr d by this Office shall constructed
and operational, and the stormwater management plan, as approved by this Office shall be
implemented.
Wetlands/401 Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Ph: [phone] Fax: [phone]
4
Customer Service
1 800 623-7748
5. Conditions of General Certifications 3374, 3375, and 3362 for Nationwide Permits 12, 14 and
39, respectively are hereby parts of this approval. Similarly, this approval is also valid for the
401 Water Quality Certification rules (15A NCAC 2H .0500) to allow the impact to 255 linear feet
of streams and 0.01 acres of non-isolated wetlands.
6. Deed notifications must be placed on all lots with remaining wetlands and streams in order to
inform landowners that DWQ and the Corps of Engineers must be contacted if additional
wetland or stream impact is contemplated to be sure that such impact is approvable. These
mechanisms must be placed on these lots within 30 days of the date of this letter or the
issuance of the 404 Permit (whichever is later). A sample deed notification can be downloaded
from the 401/Wetlands Unit web sits at: http:Hh2o.enr.state.nc.us/ncwetlands. DWQ must be
copied on the deed notification once it is in place.
7. Culverts must be placed below the elevation of the streambed in order to allow aquatic life
passage.
8. Fill must be stabilized with the use of slopes and vegetation, bulkheads or similar mechanisms
such that additional wetlands outside the approved fill are not impacted by off-site
sedimentation.
9. Upon completion of this project, the applicant shall complete and return the enclosed "Permit of
Completion Form" to notify DWQ that all work included in the Wetland Permit has been
completed. The responsible party shall complete the attached form and return it to the
401/Wetland Unit of the Division of Water Quality.
Violations of any condition herein set forth shall result in revocation of this Permit and may result in
criminal and/or civil penalties. If this Permit is unacceptable to you have the right to an adjudicatory
hearing upon written request within sixty (60) days following receipt of this Permit. This request must be
in the form of a written petition conforming to Chapter 150B of the North Carolina General Statutes and
filed with the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. If
modifications are made to an original Permit, you have the right to an adjudicatory hearing on the
modifications upon written request within sixty (60) days following receipt of the Permit. Unless such
demands are made, this Permit shall be final and binding.
This the 11th day of September 2002
DIVISION OF WATER QUALITY
Alan W. Klimek. P.E.
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\O?? RQG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
r Gregory J. Thorpe, Ph.D.
> Acting Director
p Division of Water Quality
September 12, 2002
Wilmington Star News
P.O. Box 840
Wilmington, NC 28401
Dear Sir or Madam;
RE: Public Notices
Please find attached a copy of a Public Notice to be published one time in the sections set aside for Legal Notices
in your newspaper. The publication should run on or before October 23, 2002. Please send the invoice for the publication
and three copies of the affidavit of publication to the address below. Payment cannot be processed without the affidavit of
publication.
N.C. Division of Water Quality
Parkveiw Building
Wetlands/401 Unit
2321 Crabtree Blvd.
Raleigh, NC 27604
Attn: John Dorney
If you have any questions, please call me at 919-733-9646.
Water
Cc
File copy
Noelle Luthern, DWQ Wilmington Regional 0
Pete Romano - Kimley, Horn and Associates

era

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4-/(f2-,/

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RMIM
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone] Customer Service
1 800 623-7748
lFwd: Castle llayne Rail Yard projectl
Subject: [Fwd: Castle Hayne Rail Yard project]
Date: Thu, 12 Dec 2002 11:03:44 -0500
From: Noelle Lutheran <Noelle.Lutheran@ncmail. net>
To: Cyndi Karoly <Cyndi.Karoly@NCMai].Net>, John Dorney <[e-mail]>
I told Mr. Ramono that DWQ had to give 30 days for comment after the
public notice went out, and if there were no negative comments, the 401
should be issued by last week. Not sure why he thinks he can proceed.
Please respond to him. Thanks, Noelle
Subject: Castle Hayne Rail Yard project
Date: Tue, 10 Dec 2002 09:47:44 -0500
From: <[e-mail]>
To: <[e-mail]>
Noelle, I wanted to drop you a quick note. As of today, 12/10/02, 1 have not received any information on the above
referenced project. It was my understanding that Public notice went out on Oct. 23. 1 believe according to statutory
regulation there is a 30 days response time. Since we have not heard that the general permit request has any
opposition, we are moving forward with the project. I will be sending a hard copy of this information to you by mail. Ii
you have any questions please call me. Thanks
Peter T. Romano, REPA #5949
3001 Weston Parkway
Cary, North Carolina 27513
Ph: 919-678-4191 Fax: [phone]
pete.romano@ kimley-horn.com
Noelle Lutheran <Noel le. Lutheran @ nc mai 1. net>
0 , ), - / ? ((C:?;'
I of 1 12/12/02 11:06 AM
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: J. Steenhuis
WQ Supervisor: R Shiver
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Castle Hayne Rail Yard
Project Number 02 1142
Recvd From APP
Received Date 7/17/02 Recvd By Region
Project Type Rail Stone Yard
County New Hanover
County2
Region Wilmington
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
14 Stream O Y O N F- 18-(87.5) SA HQW 30,617. 1- 110.00 ?- ?-
39 OTHO Y O N F- r-F- 30,617. 0.60 F-I F_
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? O Y O N
Is Mitigation required? O Y O N Recommendation: O Issue OQ Issue/fond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
This office has no objections to the eject as imposed. 8/8102
cc: Regional Office
Central Office Page Number 1
F WATF Michael F. Easley, Governor
O R William G. Ross Jr., Secretary
\?? pG North Carolina Department of Environment and Natural Resources
Uj r Gregory J. Thorpe, Ph.D.
] Acting Director
O Division of Water Quality
September 12, 2002
Wilmington Star News
P.O. Box 840
Wilmington, NC 28401
Dear Sir or Madam;
RE: Public Notices
Please find attached a copy of a Public Notice to be published one time in the sections set aside for Legal Notices
in your newspaper. The publication should run on or before October 23, 2002. Please send the invoice for the publication
and three copies of the affidavit of publication to the address below. Payment cannot be processed without the affidavit of
publication.
N.C. Division of Water Quality
Parkveiw Building
Wetlands/401 Unit
2321 Crabtree Blvd.
Raleigh, NC 27604
Attn: John Dorney
If you have any questions, please call me at 919-733-9646.
Water
Cc
File copy
Noelle Luthern, DWQ Wilmington Regional 0
Pete Romano - Kimley, Horn and Associates
lra
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone]
A WA
NMOM
Customer Service
1 800 623-7748
NORTH CAROLINA DIVISION OF WATER QUALITY
PUBLIC NOTICE is hereby given that Martin Marietta Aggregates, Inc.has applied to the North Carolina Division of
Quality for an Isolated Wetland Permit pursuant to the Division's rules in 15A NCAC 2H .1300. The activity for which
Permit is sought is to fill 0.48 acres of isolated wetlands as well as 110 linear feet of streams and 0.12 acres of non-
isolated wetlands in order to construct the Castle Hayne Rail Yard in New Hanover County, NC near 1-40 exit 414 off
Holly Shelter Road near Castle Hayne, NC. The Division intends to issue the Permit with conditions for deed notifical
installation of the road culvert to allow aquatic life passage and other standard conditions
The public is invited to comment on the above-mentioned application to the Division of Water Quality. Comments sh,,
in writing and must be received by the Division on later than October 23, 2002. Comments may be sent to the N.C.
Division of Water Quality, Wetlands/401 Unit, 2321 Crabtree Blvd., Raleigh, NC 27604, Attn: John Dorney (919-733-
9646). A copy of the application is on file at the Division's Wilmington Regional Office at 127 Cardinal Drive Extensio
Wilmington, NC 28405-3900 during normal business hours. The application may be inspected by the public at either
location.
Alan Klimek, P.E.
Director
NC Division of Water Quality
DATE: September 12, 2002
o??? WAT FRpG
?/J r
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Division of Water Quality
Department of Environmental and Natural Resources
Wetlands/401 Unit
Fax To:
Company:
Number of pages including cover sheet:
Notes or special instructions:
Date:
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.ear.statc.ne.us/ncwetiands
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #: [phone]
l AFax #: 919-733-6893
A L 2
E% ?-1 V 1 Fax #: C??? ` ?J Sy

Castle Hayne Rail Yard
Subject: Castle Hayne Rail Yard
Date: Tue, 12 Nov 2002 10:00:34 -0500
From: Noelle Lutheran <[e-mail]>
To: Cyndi Karoly <Cyndi.Karol [e-mail]>
Cyndi,
Joanne entered comments on the Castle Hayne Rail Yard Project No. 021142
on 8/8/02. The comments said that a draft NOV was sent to John.
believe this was because she was leaving, I was gone, and the project
had to go out for public notice? Or maybe I have the wrong project.
Anyhow, the file says that a General permit was issued on 9/11/02. If
so, could you fax me a copy? I do not seem to have one and I am having
calls inquiring.
Thanks, Noelle
Noelle Lutheran <[e-mail]>
1

I of 1 11/14/02 10:37 AN
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: J. Steenhuis
WO Supervisor: R Shiver
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Castle Hayne Rail Yard
Project Number 02 1142
Recvd From APP
Received Date 7/17/02 Recvd By Region
Project Type Rail Stone Yard
County New Hanover
County2
Region Wilmington
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
14 Stream O YO N F- 18-(87.5) SA HQW 30,617. F- 110.00 F- F-
39 OTH OO Y O N ?-F-? r? 30,617. 0.60 F- rF- r
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y 0 N Recommendation: 0 Issue 0 ISSue/Cond 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
This office has no objections to the project as proposed, 8/8/02
Draft permit was written and sent to John Dorney.
ial Office
A Office Page Number 1
WAIF Michael F. Easley, Governor
Q R William G. Ross Jr., Secretary
\OC? pG North Carolina Department of Environment and Natural Resources
? Alan W. Klimek, P.E. Director
Division of Water Quality
O `C
August 8, 2002
Martin Marietta Aggregate
c/o Dr. Horace Willson
2710 Wycliff Road 1 ` C
Raleigh, NC 27607 4'1 ?o
UBJ T: Approval of 401 Water Quality,Additional
Conditions and Isolated Wetland Fills
Martin Marietta Aggregates
Castle Hayne Rail Yard
DWO Project # 021142
New Hanover County
Dear Dr. Willson:
You have our approval, in accordance with the attached conditions (WQC # 3375 and 3362) to do
the following activity at the Castle Hayne Rock Quarry in Castle Hayne in New Hanover County. This
approval allows you to:
1). Fill approximately 0.12 acres of jurisdictional wetlands for road crossings;
2). Culvert approximately 80 linear feet of stream in an unnamed tributary to the Cape Fear River
for access to the site.
3). Culvert approximately 30 linear feet of stream in an unnamed tributary to the Cape Fear River
for future expansion and access to the area;
4). Fill approximately 0.48 acres of isolated wetlands (shown as areas # 1, 3, 4, 5 and 7 on the map)
for the proposed railway and access road.
This approval is only valid for the purpose and design that you described in your Pre-Construction
Notification (PCN) application dated 2002 received by the Division of Water Quality
(DWQ). After reviewing your application, and discussions with the Hearing Officer during the review of
comments received on the isolated wetland rules, we have determined that General Water Quality
Certification Number 3375, 3362 and the fill of the isolated wetlands covers this activity. These
Certifications can also be found on line at: http://h2o.enr.state.nc.us/ncwetIands/certs.htm1. These
Certifications (#3375 and 3362) allow you to use your 404 Permit when the Corps of Engineers issues it.
Please keep in mind that there may be additional Federal, State or Local regulations applicable to your
project, such as (but not limited to) Sediment and Erosion Control, Non-Discharge and Water Supply
Watershed regulations and Coastal Stormwater. In addition, this approval will expire when the
accompanying 404 Permit expires unless otherwise specified in the General Certification.
Please be aware that if you change or modify your project, you must notify the Division
(DWQ) in writing and you may be required to send us a new application for a new certification. If the
property is sold, the new owner must be given a copy of the Certification and approval letter and is
thereby responsible for complying with all conditions. If total wetland fills for this project (now or in the
future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506
(h). For this approval to be valid, you must follow the conditions listed in the attached certification and
the additional conditions listed on the following page.
*r
Ex127 Cardinal Drive t., Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer
Page Two
Martin Marietta Aggregates
c/o Dr. Horace Willson
August 8, 2002
1). The fill must be stabilized by the use of slopes and vegetation, bulkheads or some such
mechanism so as not to impact additional wetlands outside the permitted footprint;
2). The culverts must be placed below the elevation of the streambed to allow low flow passage
of water and aquatic life;
3). Turbidity controls must be maintained during the placement of the culverts in the streams so
turbidity does not exceed 50 NTUs outside the project area. Please contact this
Office at the number listed below if there are any problems with turbidity.
4). Any remaining wetlands and waters on the property need to be placed in a deed notification
or similar mechanism to notify the state in order to assure compliance for future wetlands
and/or waters impacts. These mechanisms shall be put in place within 30 days of the date of
this letter or the issuance of the 404 permit (whichever is later). A sample deed notification
can be downloaded from the 401/Wetlands Unit web site at:
http://h2o.enr.state.nc.us/ncwetlands. Please provide this Office a copy of the recorded
plat;
5). The attached Certificate of Completions (COC) must be submitted to the Division upon final
construction of the site.
Please notify the Wilmington Regional Office at [phone]) if any problem arises during ti
construction of the project that may affect water quality.
Please read the attached conditions. If you do not accept any of the conditions of this
certification, you may ask for an adjudicatory hearing. You must act within 60 days of the date that you
receive this letter. To ask for a hearing, send a written petition conforming to Chapter 150B of the Nortl
Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a hearing
This letter completes the review of the DWQ Permit # 021142. If you have any questions, pleas
telephone Joanne Steenhuis or John Dorney at 910-395-3900.
Sincerely,
Alan W. Klimek, P.E.
Director, Division of Water Quality
Attachments: GC # 3375 & 3362
Certificate of Completions (isolated COC and regular)
cc: Corps of Engineers Wilmington Field Office - Angie Pennock
Kimley Horn and Associates, Raleigh - Pete Romano
401/Wetland Unit, Central Office - Cyndi Karoly
WiRO- Joanne Steenhuis
4% 1 -
®=3 Kimley-Horn
and Associates, Inc.
Transmittal
Date: Ju;ly 17, 2002 Job Number: 011185014
Project Name: Castle Hayne Rail Yard
To: North Carolina Department of Environment and Natural Resources
Division of Water Quality R
Attn: Mr. John Dorney lS p
Wetland/ 401 Unit 1 ,
1621 Mail Service Center 7 2CO12
Raleigh, North Carolina 27699- 1621
b i urrr. ...__
E
lVe are sending these by
? U.S. Mail
? Other:
lVe are sending you
X Attached
Shop Drawings
Other:
These are transmitted as checked below:
? For your use ? Approved as submitted ? Resubmit ? Copies for approval
? As requested ? Approved as noted X Submit ? Copies for distribution
? For review and comment [:] Returned for corrections ? Return [:] Corrected prints
Remarks: Please feel free to call with any questions [phone]
Copy to:
X FcdEx
? Under separate cover via
X Prints/Plans ? Samples
P.O. Box 33068
Raleigh, North Carolina
27636-3068
TEL 919 677 "? + ? 0
FAX [phone]
? Hand Deliver
the following items:
? Specifications E] Change Orders
IJJ
Signed
Page 1
Copie Date No. Description
i KimleyHorn
and Associates, Inc.
July 16, 2002
Mrs. Angie Pennock
U.S. Army Corp of Engineers
Wilmington Regulatory Field Office
P. O. Box 1890
Wilmington, North Carolina 28402- 1890
Re: Formal Jurisdictional Determination of Wetland/Stream Survey
Application for Nationwide Permit #39 and #14
Martin Marietta Aggregates - Castle Hayne Rail Yard
New Hanover County, North Carolina
Dear Mrs. Pennock,
This letter serves to transmit the wetland and stream survey for the above
referenced project and to request a formal jurisdictional determination and sign-
off on the surveyed wetland points. Also included is a Joint Application for a
Nationwide #39 and #14 for the proposed project. The 115.0-acre property is
located approximately 1.0 mile east of Interstate 40 near the City of Castle
Hayne. The site location is shown on the attached USGS map (Castle Hayne
quad).
Permit authorization is being requested for the disturbance of 0.12 acre of
jurisdictional wetlands, as well as a two road crossing areas totaling a cumulative
linear impact of 110 feet. Also located onsite and being impacted will be 0.48
acres of isolated wetlands.
Included with this application package is the wetland and stream survey, titled
"Castle Hayne Rail Yard" (Prepared by Martin Marietta Aggregates, dated
7/11/02). This survey accurately represents the location of all wetland and
stream areas reviewed during your field visit on May 16, 2002. Also included
with this application for your review are Corp Data Forms, Stream Evaluation
Forms, a Road Crossing Detail Plan, and a copy of the existing permit for the
Castle Hayne Rock Quarry.
Also included is the site plan for the proposed rail yard titled "Castle Hayne Rail
Yard"(prepared by Kimley-Horn and Associates, dated 7/11/02) showing the
proposed wetland disturbance and the two stream crossings. The wetland/ stream
survey and site plan have been reduced to 11" X 17" for the application, however
a full sized plans have also been included for your ease of reference.
P.O. Box 33068
Raleigh, No0 Carolina
27636.3068
III
TEL [phone]
FAX [phone]
p : Kimley-Horn
and Associates, Inc.
Mrs. Angie Pennock, July 16, 2002, Page 2
If you have any further questions regarding this project, please do not hesitate to
contact me at [phone]. Thank you very much for your assistance with
this project.
Very truly yours,
KIMLEY-HORN AND ASSOCIATES, INC.
Peter T. Romano, REPA #5949
Environmental Scientist
Copy: Mr. Horace Willson, Martin Marietta Aggregates
John Dorney - NCDENR-DWQ, Raleigh
Joanne Steenhuis - NCDENR-DWQ, Wilmington
HAPN\01 1185014\PCN appl. cover ltr.doc
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ® Isolated Wetland Permit from DWQ
®401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: # 14. #39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here:
II. Applicant Information
Owner/Applicant Information
Name: Martin Marietta Aggregates
Mailing Address: 2710 Wvcliff Road
Raleigh, North Carolina 27607
Telephone Number: 919-783-4631 Fax Number: 919-510-4739
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Pete Romano
Company Affiliation: Kimley-Horn and Associates, Inc.
Mailing Address: P.O. Box 33068
Raleigh, North Carolina 27636
Telephone Number: 919-677-2000 Fax Number: 919-677-2050
E-mail Address: pete.romano akimley-lhorn.com
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided. ATTACHED
1. Name of project: Castle Hayne Rail Yard
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 3242-bb-883b
4. Location
County: New Hanover Nearest Town: _ Castle Havne
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): 1-40 exit 414, East on Holly
Shelter Road, entrance to Martin Marietta Aggregates will be on the left.
5. Site coordinates, if available (UTM or Lat/Long): U2 (-77, 861094, 34.374562) LR (-77,
845237, 34.358392)
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): Project area = 115.0 acres Parent Property = 515.2 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Northeast Cape Fear River
8. River Basin: Cape Fear
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.ne.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Undeveloped forested lands located onsite with a 30'
cartway through the site. Undeveloped forested lands located south and east, rock quarry
cement company located north, and chemical company located west.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: The
project entails the construction of a rail yard, a stone yard and stockpiling areas. A rail sidin7
(spur) will be constructed from the existing CSX rail line to transport product to the staging
area for transporting product. Also located onsite will be a load out conveyor to separate
product to designated piles and a scale house for truck transport. Standard earth moving
equipment and clearing and grubbing equipment will be needed to prepare the site and
develop access through the site.
11. Explain the purpose of the proposed work: To provide a rail stone yard and storage area for
distribution.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
Martin Marietta Aggregates has an existing rock yard approximately 0.5 miles NE of the subject
property. Previously in 1989, a NWP #26 was authorized by the ACOE, (See attached letter) to
impact wetlands. This permit appears to be issued for an impact of less than one acre of
wetlands.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
Page 7 of 12
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Areas # 1,3,4,5,7 will be fill impacts
to isolated wetlands associated with the proposed railway and the access road. Areas 92 and
#6 will be fill areas associated with non-isolated wetlands associated with the access road and
a perpendicular box culvert crossing for a future expansion area.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
I00-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
1 Fill 0.01 No 1,000 Forested Palustine/Isolated
2-RC(A) Fill (culvert) 0.10 No 0 Forested Riparian
3 Fill 0.07 No 680 Forested Palustine /Isolated
4 Fill 0.24 No 740 Forested Palustine /Isolated
5 Fill 0.15 No 1,100 Forested Palustine /Isolated
6 Fill 0.02 No 700 Forested Palustine
7 Fill 0.01 No 500 Emergent/Isolated
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both stricture and flooding.
100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at h"p://www.fema.,izov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 7.5 acres
Total area of wetland impact proposed: Non-isolated = 0.12 acres Isolated = 0.48 acres
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
1-RC(B) Upgrade existing
culvert 80 UT N.E. Cape Fear 3.5' at bottom Intermittent
2 Railroad track
ro in i 30 UT N.E. Cape Fear 4.0' at bottom Intermittent

" List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uses.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.to22zone.com,
www.mapguest.com, etc.).
Page 8 of 12
Cumulative impacts (linear distance in feet) to all streams on site: 110 Feet
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: N/A
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation - N/A
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Design of the facility was based on location of existing CSX Railroad tracks and the least impact
to natural resources. Several designs were discussed but due to constraints with the railine and
conveyor area the location as shown proved to be most feasible. Also since crossing the rail line
was not an option the use of the existing road for access to the yard seemed most feasible. The
client has implemented self imposed Riparian buffer around all open water and non-isolated
wetland areas.
Page 9 of 12
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.htmi.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Page 10 of 12
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres): _
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX.
X.
Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page I1 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration/Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or. 0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
_Currently the Castle Hayne Quarry is covered by a general mining permit that covers
stormwater. This project is part of the existing quarry and will be covered under
GP#N00020000 and the Certificate of Coverage #N00020010.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
Letter of Authorization
Martin Marietta Aggregates of, 2710 Wycliff Road, Raleigh, North
Carolina authorizes Kimley-Horn and Associates, Inc. to act as our limited agent
to prepare and coordinate in the application to the U.S. Army Corps of Engineers
for 404/401 permits and jurisdictional determinations associated with the project
of Castle Hayne Rail Yard located in New Hanover County, North Carolina.
Authorization will terminate on either final agency action or upon written
notification from either parties involved.
(Signature of Client)
Ohl,
Ob
Date
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=a AND 1*14-1:sor ;AID rlcz
Title: New Hanover Soils Survey Map
Project: Martin Marietta Materials - Castle Hayne
Castle Hayne, North Carolina
/??? Kimley-Horn
?,?J and Associates, Inc.
Date: Scale: Project No. Figure:
03/18/02 011185014 2
1:15840
Title: Vicinity Map
IIIIIIIIIIIIIIIIIIIN F1 Kimley-Horn
m and Associates, Inc.
Project: Martin Marietta Materials - Castle
Castle Hayne, North Carolina
Date: 0/ 18/02 I Scale: I Project
O l l t 85014 I Figure:
ACOE Data Forms
COE Data Form: Routine Wetland Delineation
Project Site: Castle Havne Date: 3/27/02
Applicant/Owner: Martin Marietta Aggregates County: New Hanover
Investigator: Kimley-Horn and Associates, Inc. State: North Carolina
Do Normal Circumstances exist on the site? YES Community ID: Upland - East of
Is the site significantly disturbed (Atypical Situation)? NO wetland # 3
Is the area a potential Problem Area? NO Transect ID:
(if needed, explain on reverse) Plot ID:
VEGETATION
Dominant Plant Species Stratum

1. Pinus taeda C
2. Persea borbonia C
3. Ilex glabra SC
4. Pteridium aguilinnm H
5. Ilex arnericana SC
6.
7.
S.
Indicator
FAC
FAC W
FACW
FACU
FACU
Dominant Plant Species Stratum
9.
10.
11.
12.
13.
14.
15.
16.
Percent of Dominant Species that are OBL, FACW or FAC (excluding FAC-) 60
Remarks:
HYDROLOGY
Indicator
Recorded data (Describe in remarks):
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No recorded data available Wetland Hydrology Indicators:
Primary Indicators:
NA Inundated
NA Saturated in Upper 12 Inches
NA Water Marks

Field Observations: NA Drift Lines
NA Sediment Deposits
NA Drainage Patterns in Wetlands
Depth of Surface Water: NA (in.) Secondary Indicators:
NA Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: NA (in.) NA Water-Stained Leaves
X Local Soil Survey Data
Depth to Saturated Soil: NA (in.) NA FAC-Neutral Test
NA Other (Explain in Remarks)
Remarks:

Map Unit Name
(Series and Phase): Leon Drainage Class:
Taxonomy (subgroup): Field Observations
Confirm Mapped Type? Yes No
Profile Description:
Matrix Color Mottle Color Mottle Texture, Concretions,
Depth (inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structures, etc.
0-3" 10 yr 3/1 Sand (salt and pepper)
3-14" 10 yr 7/2 Sand
14-24" 7.5 yr 4/4 Sand

Hydric Soil Indicators:
Primary Indicators: Secondary Indicators:
Histosol Concretions
Hisoc Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor X_ Organic Streaking in Sandy Soils
Aquia Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
Gle ed or Low-Chroma Colors Other (Explain in Remarks)
Remarks: Appears to be Leon
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No
Wetland Hydrology Present? Yes No
Hydric Soils Present? Yes No
Remarks:
Area is on a ridge between pond and road access
Is this Sampling Point Within a Wetland? Yes No
--- , --- V
V
COE Data Form: Routine Wetland Delineation
Project Site: Castle Havne Date: 3/27/02
Applicant/Owner: Martin Marietta Aggregates County: New Hanover
Investigator: Kinley-Horn and Associates, Inc. State: North Carolina
Do Normal Circumstances exist on the site? YES Community ID: Upland - NE
Is the site significantly disturbed (Atypical Situation)? NO wetland #1
Is the area a potential Problem Area? NO Transect ID:
(if needed, explain on reverse) Plot ID:
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Pinus taeda C FAC 9.
2. Persea borbonia C FACW 10.
3. flex glabra SC FACW 11.
4. Pteridium ayuilinum H FACU 12.
5. flex americana SC FACU 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW or FAC (excluding FAC-) 60
Remarks:
HYDROLOGY
Recorded data (Describe in remarks):
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No recorded data available Wetland Hydrology Indicators:
Primary Indicators:
NA Inundated
NA Saturated in Upper 12 Inches
NA Water Marks

Field Observations: NA
NA Drift Lines
Sediment Deposits
NA Drainage Patterns in Wetlands
Depth of Surface Water: NA (in.) Secondary Indicators:
NA Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: NA (in.) NA Water-Stained Leaves
NA Local Soil Survey Data
Depth to Saturated Soil: NA (in.) NA FAC-Neutral Test
NA Other (Explain in Remarks)
Remarks: Very dry, water table >3'
..
Map Unit Name
Drainage Class:
(Series and Phase): LEON Field Observations
Taxonomy (subgroup): Confirm Mapped Type? Yes No
Profile Description:
Matrix Color Mottle Color Mottle Texture, Concretions,
Depth (inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structures, etc.
0-12" A 10 yr 4/2 Sandy loam
12-20" B 10 yr 3/1 Sand
20-24" B2 10 yr 2/2 Loamy sand

Hydric Soil Indicators:
Primary Indicators: Secondary Indicators:
Histosol Concretions
Hisoc Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquia Moisture Regime Listed on Local Hydric Soils List
_ Reducing Conditions Listed on National Hydric Soils List
Gle ed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present'?
Wetland Hydrology Present?
Hydric Soils Present'?
Remarks:
Yes No
Yes No
Yes No Is this Sampling Point Within a Wetland? Yes No
PX OEDA FM-cFUMA.DUC

COE Data Form: Routine Wetland Delineation
Project Site: Castle Havne Date: 3/27/02
Applicant/Owner: Martin Marietta Aggregates County: New Hanover
Investigator: Kin-dey-Horn and Associates, Inc. State: North Carolina
Do Normal Circumstances exist on the site? YES Community ID: Wetland # 2
Is the site significantly disturbed (Atypical Situation)? NO Transect ID:
Is the area a potential Problem Area? NO Plot ID:
(if needed, explain on reverse)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Arer rnhrum C FAC 9. Sphagnum sp. H OBL
2. Nvssa svlvatica C FAC 10.
3. Taaodium distichum C OBL 11.
4. Magnolia virgniana SC FACW+ 12.
5. Cyrilla racemiflora SC OBL 13.
6. Lyonia lucida S FACW 14.
accuuum corym osum S FACW 15.
8 snuui a cuucamomea H FACW 16.
Percent of Dominant Species that are OBL, FACW or FAC (excluding FAC-) 100
Remarks:
HYDROLOGY
Recorded data (Describe in remarks):
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No recorded data available Wetland Hydrology Indicators:
Primary Indicators:
Inundated
X Saturated in Upper 12 Inches
X Water Marks

Field Observations: X Drift Lines
X Sediment Deposits
• Drainage Patterns in Wetlands
Depth of Surface Water: 0 (in.)
Secondary Indicators
X Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: 0 (in.) X Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: 0 (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks: Ponded in small depressions
Map Unit Name
Draina
e Class:
(Series and Phase): Torahunta g
Field Observations
Taxonomy (sub?oroup): Confirm Mapped Type'? Yes No
Profile Description:
Matrix Color Mottle Color Mottle Texture, Concretions,
Depth (inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structures, etc.
0-18" 10 yr 2/1 Sandy loam
A
18-26+" B 10 yr 2/1 7.5 YR 5/6 Many fine Sandy loam

Hydric Soil Indicators:
Primary Indicators: Secondary Indicators:
_ Histosol Concretions
Histic Epipedon X High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
X Aquic Moisture Regime Listed on Local Hydric Soils List
X Reducing Conditions Listed on National Hydric Soils List
X Gle ed or Low-Chroma Colors Other (Explain in Remarks)
Remarks: Some organic at surface
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No
Wetland Hydrology Present? Yes No
Hydric Soils Present? Yes No Is this Sampling Point Within a Wetland? Yes No
Remarks: Wetland area along stream
N:%UULUA I APUKNIA.ucx:
COE Data Form: Routine Wetland Delineation
Project Site: Castle Hayne Date: 3/27/02
Applicant/Owner: Martin Marietta Aggregates County: New Hanover
Investigator: Kimley-Horn and Associates, Inc. State: North Carolina
Do Normal Circumstances exist on the site? YES Community ID: Wetland # 4
Is the site significantly disturbed (Atypical Situation)? NO Transect ID:
Is the area a potential Problem Area? NO Plot ID:
(if needed, explain on reverse)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum
1. Acer rrrbrum C FAC 9.
2. Magnolia viri niana C FACW+ 10.
3. Persea borbonia C FACW 11.
4. Vaccinium S FACW 12.
5 corymbosum H FAC 13.
6 Snu Tr sp. SC OBL 14.
7. CyMt 15.
8. 16.

Percent of Dominant Species that are OBL, FACW or FAC (excluding FAC-)
Remarks:
HYDROLOGY
100
Indicator
Recorded data (Describe in remarks):
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No recorded data available Wetland Hydrology Indicators:
Primary Indicators:
Inundated
Saturated in Upper 12 Inches
Water Marks

Field Observations: Drift Lines
Sediment Deposits
Drainage Patterns in Wetlands
Depth of Surface Water: NA (in.) Secondary Indicators
Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: NA (in.) Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: NA (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks: Dry season
Map Unit Name
Drainage Class:
(Series and Phase): LEON Field Observations
Taxonomy (subgroup): Confirm Mapped Type? Yes No
Profile Description:
Matrix Color Mottle Color Mottle Texture, Concretions,
Depth (inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structures, etc.
0-20" 10 yr 2/1 Loam
20-24" 10 yr 2/1 5YR 4/4 Red organic mat

Hydric Soil Indicators:
Primary Indicators: Secondary Indicators:
Histosol Concretions
_ Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
_ Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
Gle ed or Low-Chroma Colors Other (Explain in Remarks)
Remarks: Water Table >3'
WETLAND DETERMINATION
Hydrophytic Vegetation Present?
Wetland Hydrology Present?
Hydric Soils Present?
Remarks: Depressional area
Yes No
Yes No
Yes No Is this Sampling Point Within a Wetland? Yes No
r:u:uLun I A1-UKfv1A. L)UU

COE Data Form: Routine Wetland Delineation
Project Site: Castle Havne Date: 3/27/02
Applicant/Owner: Martin Marietta Aggregates County: New Hanover
Investigator: Kinley-Horn and Associates, Inc. State: North Carolina
Do Normal Circumstances exist on the site? YES Community ID: Wetland #1
Is the site significantly disturbed (Atypical Situation)? NO Transect ID:
Is the area a potential Problem Area? NO Plot ID:
(if needed, explain on reverse)
VEGETATION
Dominant Plant Species Stratum Indicator
1. Acer rubnnn C FAC
2. Persea borbonia SC FACW
3. Lvonia lucida S FACW
4. Smilax sp. H FAC
5 Woodwardia aero ata H OBL
6. SP "19111" sp. H
? yrt a racenu Fora SC OBL
S.
Dominant Plant Species Stratum
9.
10.
11.
12.
13.
14.
15.
16.
Percent of Dominant Species that are OBL, FACW or FAC (excluding FAC-) 100
Remarks: Located in a large depressional area
HYDROLOGY
Indicator
Recorded data (Describe in remarks):
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No recorded data available Wetland Hydrology Indicators:
Primary Indicators:
Inundated
Saturated in Upper 12 Inches
Water Marks

Field Observations: Drift Lines
Sediment Deposits
Drainage Patterns in Wetlands
Depth of Surface Water: NA (in.)
Secondary Indicators
Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: >36" (in.) X Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: >36" (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks: Dry season, water table >3'
Map Unit Name
(Series and Phase): Murville
Taxonomy (subgroup):
Drainage Class:
Field Observations
Confirm Mapped Type'? Yes No
Profile Description:
Matrix Color Mottle Color Mottle Texture, Concretions,
Depth (inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structures, etc.
0-24" 10 yr 2/1 Loam (some organic
content)

Hydric Soil Indicators:
Primary Indicators: Secondary Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime X Listed on Local Hydric Soils List
Reducing Conditions X Listed on National Hydric Soils List
X Gle ed or Low-Chroma Colors Other (Explain in Remarks)
Remarks: Water Table >3'
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No
Wetland Hydrology Present? Yes No
Hydric Soils Present'? Yes No Is this Sampling Point Within a Wetland? Yes No
Remarks: Hydric indicators are weak, drought season
FA COLDATAFORMA. DOC
COE Data Form: Routine Wetland Delineation
Project Site: Castle Havne Date: 3/27/02
Applicant/Owner: Martin Marietta Aggregates County: New Hanover
Investigator: Kimley-Horn and Associates, Inc. State: North Carolina
Do Normal Circumstances exist on the site? YES Community ID: Upland, NE of
Is the site sianificantly disturbed (Atypical Situation)? NO pond
Is the area a potential Problem Area? NO Transect ID:
(if needed, explain on reverse) Plot ID:
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum
Pinus taeda
2. Acer rnhrnrn
3. Vlagnolia virginiana
4. Ilex glabra
5 Pleridium aqui inum
6. uercus a a
7.
8.
15.
16.
Percent of Dominant Species that are OBL, FACW or FAC (excluding FAC-)
Remarks: Upland ridge area
HYDROLOGY
70
Indicator
Recorded data (Describe in remarks):
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No recorded data available Wetland Hydrology Indicators:
Primary Indicators:
Inundated
Saturated in Upper 12 Inches
Water Marks

Field Observations: Drift Lines
Sediment Deposits
Drainage Patterns in Wetlands
Depth of Surface Water: NA (in.) Secondary Indicators
Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: 30"+ (in.) Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: 30"+ (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
C FAC 9.
SC FAC 10.
SC FACW+ 11.
S FACW 12.
H FACU 13.
C FACU- 14.
Map Unit Name
Drainage Class:
(Series and Phase): Kenansville Field Observations
Taxonomy (subgroup): Confirm Mapped Type? Yes No
Profile Description:
Matrix Color Mottle Color Mottle Texture, Concretions,
Depth (inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structures, etc.
0-3" 10 yr 5/2 Fine sandy loam
3-15" 10yr 6/3 Loamy sand
15-25" 10yr 7/4 10yr 6/6 Few fine Sand

Hydric Soil Indicators:
Primary Indicators: Secondary Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
Gle ed or Low-Chroma Colors Other (Explain in Remarks)
Remarks: Water Table >3'
WETLAND DETERMINATION
Hydrophytic Vegetation Present'?
Wetland Hydrology Present?
Hydric Soils Present'?
Remarks: Area on a broad smooth flat
Yes No
Yes No
Yes No Is this Sampling Point Within a Wetland? Yes No
PACUHUA I AYUKMA.000
Stream Classification Forms
NCDWO Stream Classification Form
Project Name: Castle Hayne River Basin: Cape Fear County: New Hanover Evaluator:
DWQ Project Number: Nearest Named Stream: NE Cape Fear Latitude: Signature:
Date: 03/27/02 USGS QUAD: Caste Hayne Longitude:
Location/Directions: approx. 100' south of existing culvert on eastern project border
Primarv Field Indicators: (Circle One Number Per Line
1. Geomornholo!gv Absent Weak Moderate Strong
1) is There A Riffle-Pool Sequence? 0 1 2 3
2) Is The USDA Texture In Streambed
Different From Surroundim, Terrain? 0
1
2
3
3) Are Natural Levees Present? 0 1 2 3
4) Is The Channel Sinuous? 0 1 2 3
5) Is There An Active (Or Relic)
Floodplain Present'? 0
1
2
3
6) Is The Channel Braided? 0 1 2 3
7) Are Recent Alluvial Deposits Present? 0 1 2 3
8) is There A Bankfull Bench Present? 0 1 2 3
9) Is A Continuous Bed & Bank Present? 0 1
(*NOTF.:_ If Bed & Rank Caused By Ditching And MTHOUT Sinuosity Then ,Score=o*) 2 3
10) Is A 2i' Order Or Greater Channel (As Indicated
On Topo Map It nd/Or in Field) Present? Yes=3
No=O
PRIiVIARY GEOMORPHOLOGY INDICATOR POINTS: 3
11. Hydrolow Absent Weak
Moderate
Strong
1) Is There A Groundwater
Flow/Discharsc Present? 0
1
2
3
PRIMARY HYDROLOGY INDICATOR POINTS: 0
M. Biolo!,,y Absent
Weak
Moderate
Strom,,
1) Are Fibrous Roots Present in Streambed? 3 2 I 0
2) Are Rooted Plants Present in Streambed? 3 2 1 0
3) is Periphyton Present'? 0 1 2 3
4) Are Bivalves Present? 0 l 2 3
PRIMARY BIOLOGY INDICATOR POINTS: 4
Secondarv Field Indicators: Circle One NuinberPer Line)
1. Gcomornholo y Absent

Weak

Moderate

Strong
1) is There A Head Cut Present in Channel'? 0 .5 1 1.5
2) is There A Grade Control Point in Channel? 0 .5 1 1 5
3) Does Topography Indicate A
Natural Draina?,,e Way? 0
.5
1
1.5
SECONDARY GEOMORPHOLOGY INDICATOR POINTS: 0
IL Hydrolouy Absent Weak
Moderate
Strom
1) Is This Year's (Or Last's) Leaflitter
Present in Streambed? 1.5
1
.5
0
2) is Sediment On Plants (Or Debris) Present'? 0 .5 l 1.5
3) Are Wrack Lines Present? 0 .5 1 1.5

4) Is Water In Channel And >48 Hrs. Since 0 .5
Last Known Rain? (*NOTE: if Ditch Indicated In #9 Above Skin This Step And #5 Below*)
1 _
1.5
5) Is There Water In Channel During Dry 0
Conditions Or In Gmwine Season)?
6) Are Hvdric Soils Present in Sides OFChannel (Or in Headcut)? .5

Ye.s=1 5 1

No=O 1.5
SECONDARY HYDROLOGY INDICATOR POINTS:
M. Biolo?,,V Absent 2.5
Weak Moderate
Stron<=
1) Are Fish Present'? 0 5 1 1.5
2) Are Amphibians Present? 0 .5 1 1.5
3) Are AquaticTurtles Present? 0 5 1 1.5
4) Are Crayfish Present? 11 5 1 1.5
5) Are Macmbenthos Present? 0 5 1 1.5
6) Are Iron Oxidizing Bacteria/Funcus Present? 0 .5 1 1.5
7) is Filamentous Algae Present? 0 5 1 1.5
8) Are Wetland Plants In Streambed? SAV
(* NOTE: If Total Absence Of All Plants In Streambed 2
As Noted Above Skip This Sren UNLESS SAV Present*). Mostly OBL Mostly FACW Mostly FAC Mostly FACU Mostly UPL
1 .75 .5 0 0
SECONDARY BIOLOGY INDICATOR POINTS: 0
TOTAL POINTS (Primary + Seeonrlarv)= 9.5 (If Greater Thatt Or Equal To 19 Points The Stream Is At Least Intermittent)
NCDWO Stream Classification Form
Project Name: Castle Hayne River Basin: Cape Fear County: New Hanover Evaluator: CWE
DWQ Project Number: Nearest Named Stream: NE Cape Fear Latitude: Signature:
Date: 03/27102 USGS QUAD: Caste Hayne Longitude:
Location/Directions: @WE6 wetland flag, approx. 15' from flag
Primarv Field Indicators: (Circle One Number PerLine
1. Geomorpholo-v
Absent
Weak
Moderate
Strong
1) is There A Riffle-Pool Sequence? 0 1 1 3
2) Is The USDA Texture In Streambed
Different From SurroundimZ Terrain? 0
1
2
3
3) Are Natural Levees Present'? 0 1 2 3
4) Is The Channel Sin(Ious? 0 l 2 3
5) Is There An Active (Or Relic)
Floodplain Present? 0
1
2
3
6) Is The Channel Braided? 0 1 2 3
7) Are Recent Alluvial Deposits Present? 0 1 2 3
8) Is There A Bankfull Bench Present? 0 1 2 3
9) Is A Continuous Bed & Bank Present? 0 1
(_*NOTF,: If Bed & Bank Caused By Ditchine And WITHOUT Sinuosirv Then ,Score=0*) 2 3
10) Is A 2`1 Order Or Greater Channel (As Indicated
On Topo Map And/Or In Field) Present'? Yes=3
No=1)
PRIMARY GEOMORPHOLOGY INDICATOR POINTS:
11. Hydrolow Absent 17
Weak
Moderate
Strong
1) Is There A Groundwater
Flow/Discharge Present? 0
1
2
3
PRIMARY HYDROLOGY INDICATOR POINTS: 0
III. Biology Absent
Weak
Moderate
Stron!=
1) Are Fibrous Roots Present In Streambed? 3 2 l 0
2) Are Rooted Plants Present In Streambed? 3 2 1 0
3) Is Periphyton Present? 0 1 2 3
4) Are Bivalves Present? 0 1 2 3
PRIMARY BIOLOGY INDICATOR POINTS: 5
Secondarv Field Indicators: (Circle One Number Per Line)
1. Geomorpholo!,,y Absent

Weak

Moderate

Stron-,
1) Is There A Head Cut Present In Channel'? 0 .5 1 1.5
2) Is There A Grade Control Point In Channel'? 0 5 1 1.5
3) Does Topography Indicate A
Natural Drainage Way? 0
.5
1
1.5
SECONDARY GEOMORPHOLOGY INDICATOR POINTS: 1.5
II. Hydrology Absent Weak
Moderate
Strong
1) Is This Year's (Or Last's) Leafiitter
Present In Streambed? 1.5
1
5
0
2) Is Sediment On Plants (Or Debris) Present? 0 .5 1 1.5
3) Are Wrack Lines Present? 0 5 1 1.5
4) Is Water In Channel And >48 Hrs. Since 0
Last Known Rain? (*NOTF_: If Ditch Indicated In #9 Above Skin This Step .5
And #S Below*) 1
NA Rained 1.5
previous day and ni,-ht
5) Is There Water In Channel During Dry 0 .5 1 1.5
Conditions Or 1n Growing Season)?
6) Are Hydric Soils Present In Sides Of Channel (Or In HeadcuW Yes=1 5 N0=0
SECONDARY HYDROLOGY INDICATOR POINTS: -5
M. Biolow Absent Weak Moderate Stron!*
1) Are Fish Present? (l 5 1 1.5
2) Are Amphibians Present? 0 5 1 1.5
3) Are AguaticTurtlcs Present? 0 5 1 1.5
4) Are Cravtlsh Present? 0 5 1 1.5
5) Are Macrobenthos Present? 0 5 1 1.5
6) Are Iron Oxidizing Bacteria/Fungus Present? 0 5 1 1.5
7) Is Filamentous Algae Present? 0 .5 1 1.5
8) Are Wetland Plants In Streambed? SAV Mostly OBL Mostly FAM Mostly FAC Mostly FACU Mostly UPI,
(* NOTE: If Total Absence Of All Plants In Streambed 2 1 .75 .5 0 0
As Noted Above Skip This Step UNLESS SAV Present*)
SECONDARY BIOLOGY INDICATOR POINTS: 3
TOTAL POINTS (Primary + Secondarv)= 31.3 (If Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)
Road Crossing Detail Plan
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Existing Permit

IN REPLY REFER TO
Regulatory Branch
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON. NORTH CAROLINA 28402.1890
April 4, 1989

Mr. Horace Wilson
Manager, Environmental Services
Martin Marietta Aggregates
20710 Wycliff Road
Post Office Box 30013
Raleigh, North Carolina 27622-0013
Dear Mr. Wilson:
On 16 March 89, Mr. James Poteat of my Regulatory staff met
with you and your consultants, Dr. Lee Otte, Payne Riemer Group
and Mr. Parks Downing of S&ME at the Castle Hayne Quarry, Castle
Hayne North Carolina. The purpose of the meeting was to determine
the Corps of Engineers' regulatory authority over approximately 15
acres of a 20-acre tract located immediately east of the slot now
being actively mined (see attached plat).
His field survey of this parcel indicates that artificial
drainage from a central ditch and an adjacent open mine slot has
lowered the soil water table and saturation level sufficiently to
place all but two small portions of the tract outside of the Corps
regulatory authority. One of these two areas lies at the parcels
midpoint and the other near the northern end; both total less than
one acre (attached plat).
For the purpose of the Corps of Engineers' Regulatory Program,
Title 33, Code of Federal Regulations (CFR), Part 330, published
in the Federal Register on November 13, 1986, lists nationwide
permits. Authorization was provided for discharges of dredged or
fill material into non-tidal rivers, streams, and their lakes and
impoundments, including adjacent wetlands, that are located above
the headwaters and other non-tidal waters of the United States,
including adjacent wetlands, that are not a part of a surface
tributary system to interstate waters or navigable waters of the
United States. All of the wetlands on the 15-acre parcel were
found to be well above the headwaters of the Northeast Cape Fear
River, and threfore, qualifying for Department of the Army
authorization under nationwide permit No. 26.
-2-
Your work is authorized by nationwide permit provided it is
accomplished in strict accordance with the enclosed conditions.
Please be aware that this authorization, pursuant to our
administrative regulations, 33 CFR 330.11(1), is valid only for a
period of two years from the date of this letter.
The District Engineer has determined that the individual and
cumulative adverse effects of your work on the environment will be
minimal. Your work is authorized by nationwide permit provided it
results in less than 1 acre of wetlands and is accomplished in
strict accordance with the preceding conditions. Please be aware
that this authorization does not relieve you of the responsibility
to obtain any required State or local approval.
If you have questions, please contact Mr. Jim Poteat, Regulatory
Branch, telephone [phone].
Sincerely,
Charles W..Ho1 is
hief, Regulatory Branch
Enclosures
-3-
Copies Furnished (with map):
Mr. William Mills
water Quality Section
Division of Environmental Management
North Carolina Department of Natural
Resources and Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Copies Furnished (with enclosure and map):
Lee J. Otte, Ph.D.
Payne Riemer Group, Inc.
8260 North Creek Drive
Suite 300
Cincinatti, Ohio 45236
Mr. Worth Sellars
Martin Marietta Aggregates
20710 Wycliff Road
Post Office.Box 30013
Raleigh, North Carolina 27622-0013
Mr. J. Mack Little
c/o Little and Little
Landscape Architecture
Post Office Box 1448
Raleigh, North Carolina 27602
' rnNnTTTnNS
a. The activity will not jeopardize a threatened or endangered species
as identified under the Endangered Species Act, or destroy or adversely
modify the critical habitat of such species.
b. Any discharge of dredged or fill material will consist of suitable
material free from toxic pollutants.
c. Any structure or fill will be properly maintained.
d. An individual state water quality certification must be obtained or
waived. Conditions of certification will be considered to be special
conditions of the Federal nationwide permit.
h. The following management practices will be followed to the maximum
extent practicable:
(1) Discharges of dredged or fill material into waters of the United
States will be avoided or minimized through the use of other practical
alternatives.
(2) Discharges in spawning areas during spawning seasons will be
avoided.
(3) Discharges will not restrict or impede the movement of aquatic
species indigenous to the waters or the passage of normal or expected high
flows or cause the relocation of the waters (unless the primary purpose of
the fill is to impound water).
(4) If the discharge creates an impoundment of water, adverse impacts
on the aquatic system caused by the accelerated passage of water and/or the
restriction of its flow will be minimized.
(5) Discharge in wetland areas will be avoided.
(6) Heavy equipment working in wetlands will be placed on mats.
(7) Discharges into breeding areas for migratory waterfowl will be
avoided.
(8) All temporary fills will be removed in their entirety.
i
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Castle Hayne Rail Yard
Wetland and Channel Survey GPS Points
Illustrated on Castle Hayne Rail Yard - Site Survey and Wetland Delineation Map
Wetland and channel coordinates were determined using a Trimble Pathfinder Pro XR Rover. Operating
the rover at industry standard satellite capture settings (PDOP less than 6, minimum of 4 satellites per
reading, and 5 readings per point) and with live link differential correction, horizontal accuracy was +/- 0.6
meters (68% RMS Error). Live link corrections were provided by the North Carolina Geodetic Survey
Castle Hayne GPS Base Station located at 77° 52' 31.29621' W, 34° 20' 40.72040" N NAD 1983.
Five reference points were logged at the beginning of each field day to verify that GPS readings remained
consistent throughout the duration of the survey.
Reference, wetland, and channels point coordinates are listed on the following pages. Coordinates are in
North Carolina State Plane Feet NAD 1983 coordinate system. The points are illustrated on attached map
labeled Castle Hayne Rail Yard - Site Survey and Wetland Delineation Map.
Castle Hayne Rail Yard
Reference, Wetland, and Channel Survey GPS Points
Illustrated on Map:
Castle Hayne Rail Yard - Site Survey and Wetland Delineation
Equipment: Trimble Pathfinder Pro XR
Coordinate Svstem: North Carolina State Plane (Feet) NAD 1983
Feature Flag Northing Easting
Reference Points
1 226981.57 2343679.13
2b 229094.26 2345979.04
2a 229222.97 2345891.51
3 229393.47 2348058.44
4 228731.43 2348952.87
Wetlands
A 1 228636.8 2345576.59
A 2 228554.38 2345527.36
A 3 228484.75 2345553.1
A 4 228446.37 2345543.33
A 5 228412.63 2345538.13
A 6 228372.2 2345486.6
A 7 228376.98 2345448.35
A 8 228359.14 2345445.23
A 9 228320.33 2345446.48
A 10 228283.55 2345427.42
A 11 228237.51 2345420.33
A 12 228231.7 2345487.46
A 13 228196.54 2345513.96
A 14 228151.25 2345514.42
A 15 228164.95 2345562.59
A 16 228163.28 2345598.94
A 17 228193.29 2345643.76
A 18 228180.2 2345682.8
A 19 228155.19 2345749.06
A 20 228174.15 2345781.72
A 21 228163.55 2345828.11
A 22 228097.87 2345910.69
A 23 228055.29 2345999.45
A 24 228015.31 2346009.82
A 25 228036.31 2346045.39
A 26 228010.98 2346121.22
A 27 227989.27 2346143.17
A 28 227959.07 2346156.84
A 29 227966.82 2346179.37
A 30 227963.45 2346228.89
A 31 228004.23 2346276.75
A 32 228010.25 2346294.83
A 33 227982.38 2346348.88
A 34 227951.42 2346376.18
A 35 227944.41 2346413.88
A 36 227980.74 2346418.88
A 37 228001.17 2346387.94
A 38 228041.94 2346375.69
C=tcd by Andrew Kilcy Page 1 of 8 Survey_Co ordinates.xls
Castle Hayne Rail Yard
Reference, Wetland, and Channel Survey GPS Points
Illustrated on Map:
Castle Hayne Rail Yard - Site Survey and Wetland Delineation
Equipment: Trimble Pathfinder Pro XR
Coordinate Svstem: North Carolina State Plane (Feet) NAD 1983
Feature Flag Northing Easting
A 39 228048.68 2346338.76
A 40 228059.13 2346272.01
A 41 228035.93 2346215.95
A 42 228081.48 2346111.02
A 43 228117.59 2346025.7
A 44 228159.3 2345972.99
A 45 228243.6 2345942.26
A 46 228297.3 2345909.67
A 47 228348.29 2345875.98
A 48 228382.23 2345798.21
A 49 228424.75 2345758.9
A 50 228471.81 2345754.07
A 51 228505.33 2345769.37
A 52 228524.31 2345778.16
A 53 228563.74 2345743.24
A 54 228625.76 2345747.97
A 55 228669.94 2345751.89
A 57 228732.2 2345715.16
A 58 228775.22 2345681.82
B 1 229188.7 2347207.15
B 2 229157.04 2347207.91
B 3 229159.94 2347277.84
B 4 229195.06 2347274.59
C 1 227622.11 2344838.89
C 2 227634.94 2344832.45
C 3 227653.52 2344829.81
C 4 227667.51 2344816.27
C 5 227673.88 2344813.02
C 6 227674.19 2344799.54
C 7 227681.7 2344783.68
C 8 227610.29 2344734.49
C 9 227598.19 2344750.78
C 10 227586.43 2344768.92
C 11 227592.65 2344783.63
C 12 227588.07 2344809.36
C 13 227591.64 2344812.1
C 14 227604.16 2344839.07
D 1 227835.07 2346555.93
D 2 227822.32 2346544.36
D 3 227801.54 2346562.72
D 4 227773.31 2346596.6
D 5 227753.73 2346641.23
D 6 227738.85 2346680.37
D 6 227738.81 2346715.63
D 6 227716.94 2346749.44
Crwtcd by Andrew YAcy Page 2 of 8 Survey_Coordinates.xls
Castle Hayne Rail Yard
Reference, Wetland, and Channel Survey GPS Points
Illustrated on Map:
Castle Hayne Rail Yard - Site Survey and Wetland Delineation
Equipment: Trimble Pathfinder Pro XR
Coordinate Svstem: North Carolina State Plane (Feet) NAD 1983
Feature Flag Northing Easting
D 7 227782.58 2346693
D 8 227796.53 2346663.02
D 9 227801.68 2346636.35
D 10 227811.63 2346588.22
D 70 227338 2347481.08
D 73 227153.8 2347002.58
E 0 227754.47 2346762.1
E 1 227740.51 2346795.38
E 2 227707.68 2346783.2
E 3 227704.33 2346833.31
E 4 227678.63 2346857.75
E 5 227697.43 2346912.54
E 6 227673.75 2346955.64
E 7 227643.05 2346986.82
E 7 227660.76 2346985.54
E 8 227658.13 2347037.53
E 9 227635.05 2347087.38
E 11 227617 2347131.68
E 12 227594.19 2347164.47
E 13 227604.61 2347212.93
E 14 227612.31 2347240.53
E 15 227591.59 2347298.09
E 16 227583.5 2347346.33
E 17 227580.89 2347393.34
E 18 227564.44 2347443.02
E 19 227556.02 2347479.7
E 20 227549.13 2347516.57
E 21 227525.05 2347551.24
E 22 227501.54 2347595.46
E 23 227531.58 2347635.45
E 24 227557.31 2347575.15
E 25 227594.89 2347540.01
E 26 227634.24 2347527.94
E 27 227659.44 2347512.96
E 28 227603.57 2347481.43
E 29 227606.65 2347412.31
E 30 227616.39 2347340.6
E 31 227631.28 2347269.98
E 32 227638.75 2347212.35
E 33 227658.53 2347146.45
E 34 227673.01 2347092.48
E 35 227693.22 2347032.03
E 36 227705.82 2347000.52
E 37 227725.28 2346951.74
E 38 227721.04 2346898.51
Created by Andrew Kiley Page 3 of 8 Survey_Coordinates.xls
Castle Hayne Rail Yard
Reference, Wetland, and Channel Survey GPS Points
Illustrated on Map:
Castle Hayne Rail Yard - Site Survey and Wetland Delineation
Equipment: Trimble Pathfinder Pro XR
Coordinate System: North Carolina State Plane (Feet) NAD 1983
Feature Flag Northing Easting
E 39 227739.75 2346842.41
EX 1 227501.5 2347657.04
EX 2 227474.24 2347689.42
EX 3 227440.42 2347686.02
EX 4 227401.01 2347688.42
EX 5 227420.18 2347673.14
EX 6 227449.32 2347649.45
EX 7 227478.45 2347628.05
F 1 227622.64 2346988.92
F 2 227588.76 2346993.29
F 3 227544.78 2346977.79
F 4 227506.26 2346965.31
F 5 227456.06 2346935.67
F 6 227411.3 2346903.73
F 7 227366.64 2346863.96
F 8 227338.77 2346822.37
F 9 227290.93 2346799.93
F 10. 227269.36 2346744.39
F 11 227240.92 2346706.57
F 12 227204.87 2346664.6
F 13 227199.41 2346640.79
F 14 227158.43 2346605.18
F 15 227103.7 2346527.28
F 16 227056.46 2346484.15
F 16 227075.42 2346503.72
F 17 227030.44 2346461.37
F 18 227003.32 2346428.74
F 19 226980.53 2346401.04
F 20 226986.69 2346373.91
F 21 226933.46 2346348.65
F 22 226889.74 2346313
F 23 226853.84 2346272.06
F 24 226801.2 2346235.13
F 24 226804.85 2346237.73
F 25 226758.06 2346221.34
F 27 226756.15 2346246.06
F 28 226787.22 2346284.61
F 29 226824.67 2346315.56
F 30 226881.21 2346345.17
F 31 226927.67 2346388.74
F 32 226928.1 2346414.38
F 33 226959.13 2346438.5
F 34 226979.27 2346454.85
F 35 227017.72 2346499.62
F 36 227056.57 2346531.15
Crwtcd by Andrew Kilcy Page 4 of 8 Survey_Coordinates.xls
Castle Hayne Rail Yard
Reference, Wetland, and Channel Survey GPS Points
Illustrated on Map:
Castle Hayne Rail Yard - Site Survey and Wetland Delineation
Equipment: Trimble Pathfinder Pro XR
Coordinate Svstem: North Carolina State Plane (Feet) NAD 1983
Feature Flag Northing Easting
F 37 227083.05 2346566.55
F 38 227086.36 2346616.19
F 39 227149.57 2346645.6
F 40 227188.55 2346688.13
F 41 227213.42 2346740.73
F 42 227234.38 2346762.83
F 43 227271.36 2346784.63
F 44 227300.1 2346826.02
F 45 227286.24 2346860.02
F 46 227314.58 2346870.86
F 47 227357.47 2346888.94
F 48 227379.17 2346943.23
F 49 227433.47 2346970.64
F 50 227484.07 2346999.88
F 51 227546.18 2347017.33
F 52 227601.77 2347021.18
F 53 227646.2 2347028.59
FX 1 226651.33 2346164.62
FX 2 226648.15 2346161.39
FX 3 226667.31 2346151.44
FX 4 226691.78 2346178.55
FX 5 226694.87 2346204.73
FX 6 226714.65 2346223.91
FX 7 226725.88 2346213.61
FX 8 226705.54 2346206.77
FX 9 226702.27 2346183.57
FX 10 226702.38 2346175.97
FX 11 226688.65 2346164.73
G 0 226026.43 2345543.31
G 1 226097.66 2345551.97
G 2 226076.34 2345562.28
G 3 226049.27 2345554.84
G 4 226013.97 2345522.11
G 5 225983.11 2345508.69
G 6 225984.95 2345493.99
H 17 227607.49 2345469.05
H 18 227621.93 2345450.29
H 19 227635.4 2345438.37
H 20 227647.29 2345425.66
H 21 227671.29 2345425.22
H 22 227691.2 2345413.73
H 23 227698.73 2345403.39
H 24 227684.03 2345394.16
H 25 227671.14 2345407.55
H 26 227643.49 2345402.54
C-1.d by Andrew Kiley Page 5 of 8 Survey_Coordinates.xls
Castle Hayne Rail Yard
Reference, Wetland, and Channel Survey GPS Points
Illustrated on Map:
Castle Hayne Rail Yard - Site Survey and Wetland Delineation
Equipment: Trimble Pathfinder Pro XR
Coordinate System: North Carolina State Plane (Feet) NAD 1983
Feature Flag Northing Easting
H 27 227607.82 2345422.94
H 28 227589.06 2345430.45
H 29 227591.2 2345470.18
1 1 225254.3 2345246.74
1 2 225275.49 2345247.98
1 3 225299.02 2345263.22
1 4 225288.07 2345270.2
J 1 224817.44 2345144.66
J 2 224801.4 2345124.74
J 3 224763.51 2345104.26
J 4 224710.68 2345084.46
J 5 224705.79 2345102.62
K 1 224779.68 2345062.58
K 2 224794.13 2345054.16
K 3 224839.67 2345070.49
K 4 224838.77 2345080.93
L 1 226293.37 2343855.33
L 2 226359.63 2343872.84
M 1 226266.11 2343857.37
M 2 226199.17 2343858.93
M 3 226165.67 2343852.73
M 4 226159.41 2343877.69
M 5 226205.83 2343927.48
N 1 227570.8 2345302.33
N 2 227539.2 2345272.68
N 3 227546.89 2345255.11
N 4 227565.54 2345204.31
N 5 227600.41 2345209.29
N 6 227619.96 2345206.97
N 7 227670.65 2345238
N 8 227685.61 2345267.8
N 9 227665.8 2345276.67
N 10 227644.79 2345279.86
N 11 227625.26 2345280.62
N 12 227619.8 2345310.05
N 13 227620.36 2345331.67
N 14 227605.99 2345328.2
N 15 227592.99 2345313.7
N 16 227564.3 2345300.73
Channels
CLV 1 229230.77 2347014.52
CLV 2 229160.02 2347028.26
CLV 3 229088.61 2347044.3
CLV 3 229210.93 2347366.15
SC 30 229013.33 2347069.22
Crmtcd by Andrew Kilcy Page 6 of 8 Survey_Coordinates.xls
Castle Hayne Rail Yard
Reference, Wetland, and Channel Survey GPS Points
Illustrated on Map:
Castle Hayne Rail Yard - Site Survey and Wetland Delineation
Equipment: Trimble Pathfinder Pro XR
Coordinate Svstem: North Carolina State Plane (Feet) NAD 1983
Feature Flag Northing Easting
SC 31 228959.73 2347086.35
SC 33 228938.34 2347082.33
Sc 34 228852.6 2347100
SC 35 228805.18 2347146.64
SC 36 228768.4 2347195.31
SC 37 228673.89 2347291.74
SC 38 228650.82 2347313.14
SC 39 228636.47 2347331.57
Sc 40 228615.89 2347332.27
Sc 41 228517.59 2347385.06
Sc 42 228440.41 2347400.55
Sc 43 228316.68 2347449.63
Sc 44 228200.22 2347520.87
Sc 45 228168.09 2347561.16
Sc 46 228135.63 2347612.59
SC 47 228079.29 2347653.33
Sc 48 227987.79 2347661.03
Sc 49 227943.84 2347684.3
Sc 50 227901.9 2347726.75
SC 51 227885.57 2347755.69
SC 52 227895.49 2347859.1
SC 53 227930.66 2347948.39
Sc 54 227923.99 2348007.24
Sc 55 227896.6 2348017.73
Sc 56 227843.31 2347993.9
Sc 57 227758.06 2348021.67
Sc 58 227710.65 2348098.64
Sc 59 227577.36 2348119.63
Sc 60 227537.88 2348156.26
Sc 61 227421.04 2348135.68
SD 62 227416.02 2348137.59
SD 63 227397.1 2348006.97
SD 64 227390.01 2348003.97
SD 65 227388.55 2347958.85
SD 66 227369.65 2347875.96
SD 67 227369.71 2347767.6
SD 69 227359.87 2347649.31
SD 71 227324.09 2347399.45
SD 72 227311.13 2347321.16
SD 74 227063.59 2346864.04
SD 75 226921.1 2346622.08
SD 76 226908.81 2346602.69
SD 77 226615.04 2346129.82
SD 78 226537.74 2346009.55
STR 1 227940.38 2346401.03
Crcatcd by Andrew YUcy Page 7 of 8 Survey_Coordinates.xls
Castle Hayne Rail Yard
Reference, Wetland, and Channel Survey GPS Points
Illustrated on Map:
Castle Hayne Rail Yard - Site Survey and Wetland Delineation
Equipment: Trimble Pathfinder Pro XR
Coordinate Svstem: North Carolina State Plane (Feet) NAD 1983
Feature Flag Northing Easting
STR 4 227890.76 2346409.37
STR 5 227870.16 2346433.97
STR 6 227854.2 2346470.11
STR 7 227859.81 2346501.72
STR 8 227843.16 2346529.93
STR 9 227835.92 2346536.2
Crcatcd by Andrew Kilcy Page 8 of 8 Survey_Coordinates.xls
f: Kimley-Horn
and Associates, Inc.
July 16, 2002
Mrs. Angie Pennock
U.S. Army Corp of Engineers
Wilmington Regulatory Field Office
P. O. Box 1890
Wilmington, North Carolina 28402- 1890
r[? ? ? fl_ U R , . ? ?
?I JUL r 7 2002
:TL'I,iin:
;; OUALI
Re: Formal Jurisdictional Determination of Wetland/Stream Survey
Application for Nationwide Permit #39 and #14
Martin Marietta Aggregates - Castle Hayne Rail Yard
New Hanover County, North Carolina
Dear Mrs. Pennock,
This letter serves to transmit the wetland and stream survey for the above
referenced project and to request a formal jurisdictional determination and sign-
off on the surveyed wetland points. Also included is a Joint Application for a
Nationwide #39 and #14 for the proposed project. The 115.0-acre property is
located approximately 1.0 mile east of Interstate 40 near the City of Castle
Hayne. The site location is shown on the attached USGS map (Castle Hayne
quad).
Permit authorization is being requested for the disturbance of 0.12 acre of
jurisdictional wetlands, as well as a two road crossing areas totaling a cumulative
linear impact of 110 feet. Also located onsite and being impacted will be 0.48
acres of isolated wetlands.
Included with this application package is the wetland and stream survey, titled
"Castle Hayne Rail Yard" (Prepared by Martin Marietta Aggregates, dated
7/11/02). This survey accurately represents the location of all wetland and
stream areas reviewed during your field visit on May 16, 2002. Also included
with this application for your review are Corp Data Forms, Stream Evaluation
Forms, a Road Crossing Detail Plan, and a copy of the existing permit for the
Castle Hayne Rock Quarry.
Also included is the site plan for the proposed rail yard titled "Castle Hayne Rail
Yard"(prepared by Kimley-Horn and Associates, dated 7/11/02) showing the
proposed wetland disturbance and the two stream crossings. The wetland/ stream
survey and site plan have been reduced to 11" X 17" for the application, however
a full sized plans have also been included for your ease of reference.
O
P.O. Box 33068
Raleigh, North Carolina
27636.3068
v
TEL [phone]
FAX [phone]
Kimley-Horn
Eh and and Associates, Inc.
Mrs. Angie Pennock, July 16, 2002, Pa.-e 2
If you have any further questions regarding this project, please do not hesitate to
contact me at [phone]. Thank you very much for your assistance with
this project.
Very truly yours,
KIMLEY-HORN AND ASSOCIATES, INC.
Peter T. Romano, REPA #5949
Environmental Scientist
Copy: Mr. Horace Willson, Martin Marietta Aggregates
John Dorney - NCDENR-DWQ, Raleigh
Joanne Steenhuis - NCDENR-DWQ, Wilmington
HAPN\011185014\PCN appl. cover ltr.doc
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ® Isolated Wetland Permit from DWQ
®401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: # 14, 939
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here:
II. Applicant Information
1. Owner/Applicant Information
Name: Martin Marietta Aggregates
Mailing Address: 2710 Wycliff Road
Raleigh, North Carolina 27607
Telephone Number: 919-783-4631 Fax Number: 919-510-4739
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Pete Romano
Company Affiliation: Kimley-Horn and Associates, Inc.
Mailing Address: P.O. Box 33068
Raleigh, North Carolina 27636
Telephone Number: 919-677-2000 Fax Number: 919-677-2050
E-mail Address: [e-mail]
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided. ATTACHED
1. Name of project: Castle Havne Rail Yard
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 3242-bb-883b
4. Location
County: New Hanover Nearest Town: Castle Hayne
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): I-40 exit 414, East on Holly
Shelter Road, entrance to Martin Marietta Aggregates will be on the left.
5. Site coordinates, if available (UTM or Lat/Long): U2 (-77, 861094, 34.374562) LR (-77,
845237, 34.358392)
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): Proiect area = 115.0 acres Parent Property = 515.2 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Northeast Cane Fear River
8. River Basin: Cape Fear
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http:/ih2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: _Undeveloped forested lands located onsite with a 30'
cartway through the site. Undeveloped forested lands located south and east, rock quarry and
cement company located north, and chemical company located west.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: The
project entails the construction of a rail yard, a stone yard and stockpiling, areas. A rail siding
(spur) will be constructed from the existing, CSX rail line to transport product to the stag,in
area for transporting, product. Also located onsite will be a load out conveyor to separate
product to designated piles and a scale house for truck transport. Standard earth movin7
equipment and clearing, and grubbing equipment will be needed to prepare the site and
develop access through the site.
11. Explain the purpose of the proposed work: To provide a rail stone yard and storag,e area for
distribution.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
_Martin Marietta Ag,g,reg,ates has an existing, rock yard approximately 0.5 miles NE of tile stibiect
property. Previously in 1989, a NWP #26 was authorized by the ACOE, (See attached letter
impact wetlands. This permit appears to be issued for an impact of less than one acre of
wetlands.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
Page 7 of 12
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide awritten description of the proposed impacts: Areas #1,3,4,x,7 will be fill impacts
to isolated wetlands associated with the proposed railway and the access road. Areas #2 and
#6 will be fill areas associated with non-isolated wetlands associated with the access road and
a perpendicular box culvert crossing for a future expansion area.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
1 Fill 0.01 No 1,000 Forested Palustine/Isolated
2-RC(A) Fill (culvert) 0.10 No 0 Forested Riparian
3 Fill 0.07 No 680 Forested Palustine /Isolated
4 Fill 0.23 No 740 Forested Palustine /Isolated
5 Fill 0.15 No 1,100 Forested Palustine /Isolated
6 Fill 0.02 No 700 Forested Palustine
7 Fill 0.01 No 500 Emergent/Isolated
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.g_o_v.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 7.5 acres
Total area of wetland impact proposed: Non-Isolated = 0.12 acres Isolated = 0.48 acres
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
1-RC(B) Upgrade existing
culvert 80 UT N.E. Cape Fear 3.5' at bottom Intermittent
2 Railroad track
crossing 30 UT N.E. Cape Fear 4.0' at bottom Intermittent

J
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain):
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapguest.com, etc.).
Page 8 of 12
Cumulative impacts (linear distance in feet) to all streams on site: 110 Feet
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: N/A
Open Water Impact
Site Number
indicate on ma
Type of Impact' Area of
Impact
acres Name of Waterbod
(if applicable) y Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation - N/A
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Design of the facility was based on location of existing CSX Railroad tracks and the least impact
to natural resources. Several designs were discussed but due to constraints with the railine and
conveyor area the location as shown proved to be most feasible. Also since crossing the rail line
was not an option the use of the existing road for access to the yard seemed most feasible. The
client has implemented self imposed Riparian buffer around all open water and non-isolated
wetland areas.
Page 9 of 12
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetiands/strmgide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wip/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Page 10 of 12
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration/Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213 .0242 or.0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Currently the Castle Havne Quarry is covered by a general mining permit that covers
Stormwater. This proiect is part of the existing quarry and will be covered under
GP#N00020000 and the Certificate of Coverage #N00020010.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
Letter of Authorization
Martin Marietta Aggregates of, 2710 Wycliff Road, Raleigh, North
Carolina authorizes Kimley-Horn and Associates, Inc. to act as our limited agent
to prepare and coordinate in the application to the U.S. Army Corps of Engineers
for 404/401 permits and jurisdictional determinations associated with the project
of Castle Hayne Rail Yard located in New Hanover County, North Carolina.
Authorization will terminate on either final agency action or upon written
notification from either parties involved.
0
(Signature of Client)
,? av
Date
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Title: New Hanover Soils Survey Map
Project: Martin Marietta Materials - Castle Hayne
Castle Hayne, North Carolina
Kimley-Horn
?J m and Associates, Inc.
Date: Scale: Project No. Figure:
03/18/02 011185014 2
1:15840
Title: Vicinity Map
Project: Martin Marietta Materials — Castle Hayne
' _ Kimley-Horn Castle Hayne, North Carolina
and Associates, Inc. Date: Scale: Project No. Figure:
07/18/02 1 1:24000 011185014

COE Data Form: Routine Wetland Delineation
Project Site: Castle Hayne Date: 3/27/02
Applicant/Owner: Martin Marietta Aggregates County: New Hanover
Investigator: Kimley-Horn and Associates, Inc. State: North Carolina
Do Normal Circumstances exist on the site? YES Community ID: Upland - East of
Is the site significantly disturbed (Atypical Situation)? NO wetland # 3
Is the area a potential Problem Area? NO Transect ID:
(if needed, explain on reverse) Plot ID:
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Pinus taeda C FAC 9.
2. Persea borbortia C FACW 10.
3. ller glabra SC FACW 11.
4. Pteridiunt aguilinunt H FACU 12.
5. Ilex arrtericana SC FACU 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OB L, FACW or FAC ( excluding FAC-) 60
Remarks:
HYDROLOGY
Recorded data (Describe in remairks):
_ Stream, Lake or Tide Gauge
_ Aerial Photographs
_ Other
X No recorded data available Wetland Hydrology Indicators:
Primary Indicators:
NA Inundated
NA Saturated in Upper 12 Inches
NA Water Marks

Field Observations: NA Drift Lines
NA Sediment Deposits
NA Drainage Patterns in Wetlands
Depth of Surface Water: NA (in.) Secondary Indicators:
NA Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: NA (in.) NA Water-Stained Leaves
X Local Soil Survey Data
Depth to Saturated Soil: NA (in.) NA FAC-Neutral Test
NA Other (Explain in Remarks)

Remarks:
Map Unit Name
(Series and Phase): Leon Drainage Class:
Taxonomy (subgroup): Field Observations
Confirm Mapped Type'? Yes No
Profile Description:
Matrix Color Mottle Color Mottle Texture, Concretions,
Depth (inches) Horizon (Mansell Moist) (Munsell Moist) Abundance/Contrast Structures, etc.
0-3" 10 yr 3/1 Sand (salt and pepper)
3-14" 10 yr 7/2 Sand
14-24" 7.5 yr 4/4 Sand

Hydric Soil Indicators:
Primary Indicators: Secondary Indicators:
Histosol Concretions
- Hisoc Epipedon High Organic Content in Surface Layer in Sandy Soils
Sultidic Odor Organic Streaking in Sandy Soils
Aquia Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
Gle ed or Low-Chroma Colors Other (Explain in Remarks)
Remarks: Appears to be Leon
WETLAND DETERMINATION
Hydrophytic Vegetation Present'? Yes No
Wetland Hydrology Present'? Yes No
Hydric Soils Present'? Yes No Is this Sampling Point Within a Wetland'? Yes No
Remarks:
Area is on a ridge between pond and road access
r:%WLL)A I APORMA.000
COE Data Form: Routine Wetland Delineation
Project Site: Castle Hayne Date: 3/27/02
Applicant/Owner: Martin Marietta Aggregates County: New Hanover
Investigator: Kimley-Horn and Associates, Inc. State: North Carolina
Do Normal Circumstances exist on the site'? YES Community ID: Upland - NE
Is the site significantly disturbed (Atypical Situation)? NO wetland # t
Is the area a potential Problem Area? NO Transect ID:
(if needed, explain on reverse) Plot ID:
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Pinus taeda C FAC 9.
2. Persea borbonia C FACW 10.
3. Ilex glabrct SC FACW 11.
4. Pteridium aquilinum II FACU 12.
5. 1 ex americana SC FACU 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW or FAC (excluding FAC-) 60
Remarks:
HYDROLOGY
Recorded data (Describe in remarks):
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No recorded data available Wetland Hydrology Indicators:
Primary Indicators:
NA Inundated
NA Saturated in Upper 12 Inches
NA Water Marks

Field Observations: NA Drift Lines
NA Sediment Deposits
NA Drainage Patterns in Wetlands
Depth of Surface Water: NA (in.) Secondary Indicators:
NA Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: NA (in.) NA Water-Stained Leaves
NA Local Soil Survey Data
Depth to Saturated Soil: NA (in.) NA FAC-Neutral Test
NA Other (Explain in Remarks)
Remarks: Very dry, water table >3'
Map Unit Name
Drainage Class:
(Series and Phase): LEON Field Observations
Taxonomy (subgroup):
Confirm Mapped Type'? Yes No
Profile Description:
Matrix Color Mottle Color Mottle Texture, Concretions,
Depth (inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structures, etc.
0-12" A 10 yr 4/2 Sandy loam
12-20" B 10 yr 3/1 Sand
20-24" B2 10 yr 2/2 Loamy sand

Hydric Soil Indicators:
Primary Indicators: Secondary Indicators:
_ Histosol Concretions
Hisoc Epipedon High Organic Content in Surface Layer in Sandy Soils
_ Sulfidic Odor Organic Streaking in Sandy Soils
_ Aquia Moisture Regime Listed on Local Hydric Soils List
_ Reducing Conditions Listed on National Hydric Soils List
Gle ed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present'?
Wetland Hydrology Present'?
Hydric Soils Present'?
Remarks:
Yes No
Yes No
Yes No Is this Sampling Point Within a Wetland'? Yes No

COE Data Form: Routine Wetland Delineation
Project Site: Castle Havne Date: 3/27/02
Applicant/Owner: Martin Marietta Aggregates County: New Hanover
Investijator: Kimley-Horn and Associates, Inc. State: North Carolina
Do Normal Circumstances exist on the site? YES Community ID: Wetland # 2
Is the site significantly disturbed (Atypical Situation)? NO Transect ID:
Is the area a potential Problem Area`? NO Plot ID:
(if needed, explain on reverse)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum
1. Acer rubrum C FAC 9.
2. Nvssa svlvatica C FAC 10.
3. Tctxodiurn distichurrt C OBL 11.
4. Magnolia virgniana SC FACW+ 12.
5. Cyrilla racerrdflora SC OBL 13.
6. Lyonia lucica S FACW 14.
accuuum coryrn osunt S FACW 15.
8. snutnc a ctnnantorneet Fl FACW 16.
Sphagnum sp. H
Percent of Dominant Species that are OBL, FACW or FAC (excluding FAC-) 100
Remarks:
HYDROLOGY
Indicator
OBL
Recorded data (Describe in remarks):
_ Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No recorded data available Wetland Hydrology Indicators:
Primary Indicators:
Inundated
X Saturated in Upper 12 Inches
X Water Marks

Field Observations: X Drift Lines
X Sediment Deposits
X Drainage Patterns in Wetlands
Depth of Surface Water: 0 (in.) Secondary Indicators
X_ Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: 0 (in.) X Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: 0 (in.) FAC-Neutral Test
Other (Explain in Remarks
Remarks: Ponded in small depressions
Map Unit Name
Draina
e Class:
(Series and Phase): Torahunta g
Field Observations
Taxonomy (subgroup):
Confirm Mapped Type'? Yes No
Profile Description:
Matrix Color Mottle Color Mottle Texture, Concretions,
Depth (inches) Horizon (Munsell Moist) (Mansell Moist) Abundance/Contrast Structures, etc.
0-181, 10 yr 2/l Sandy loam
A
18-26+" B 10 yr 2/1 7.5 YR 5/6 Many tine Sandy loam

Hydric Soil Indicators:
Primary Indicators: Secondary Indicators:
Histosol - Concretions
Histic Epipedon X Hieh Organic Content in Surface Layer in Sandy Soils
_ Sulfidic Odor Organic Streaking in Sandy Soils
X Aquic Moisture Regime Listed on Local Hydric Soils List
X Reducing Conditions Listed on National Hydric Soils List
X Gle ed or Low-Chroma Colors Other (Explain in Remarks)
Remarks: Some organic at surface
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No
Wetland Hydrology Present'? Yes No
Hydric Soils Present'? Yes No Is this Sampling Point Within a Wetland? Yes No
Remarks: Wetland area along stream
FACOHDATAFORMA. DOC
COE Data Form: Routine Wetland Delineation
Project Site: Castle Hayne Date: 3/27/02
Applicant/Owner: Martin Marietta Aggregates County: New Hanover
Investigator: Kinley-Horn and Associates, Inc. State: North Carolina
Do Normal Circumstances exist on the site`? YES Community ID: Wetland # 4
Is the site significantly disturbed (Atypical Situation)? NO Transect ID:
Is the area a potential Problem Area? NO Plot ID:
(if needed, explain on reverse)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum
Acer riebrunt C
Magnolia viqniana C
Persea borbonia C
Vacciniurn S
coryrn bosurn H
snu ax sp. SC
C '
FAC
FACW+ 9.
10.
FACW 11.
FACW 12.
FAC 13.
OB L 14.
15.
16.
Percent of Dominant Species that are OBL, FACW or FAC (excluding FAC-) 100
Remarks:
Indicator
HYDROLOGY
Recorded data (Describe in remarks):
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No recorded data available Wetland Hydrology Indicators:
Primary Indicators:
Inundated
Saturated in Upper 12 Inches
Water Marks

Field Observations: _ Drift Lines
Sediment Deposits
Drainage Patterns in Wetlands
Depth of Surface Water: NA (in.) Secondary Indicators
Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: NA (in.) Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: NA (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks: Dry season
Map Unit Name
Drainage Class:
(Series and Phase): LEON Field Observations
Taxonomy (subgroup):
Confirm Mapped Type'? Yes No
Profile Description:
Matrix Color Mottle Color Mottle Texture, Concretions,
Depth (inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structures, etc.
Loam
0-20" 10 yr 2/1
20-24" 10 yr 2/1 5YR 4/4 Red organic mat

Hydric Soil Indicators:
Primary Indicators: Secondary Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
_ Aquic Moisture Regime Listed on Local Hydric Soils List
_ Reducing Conditions Listed on National Hydric Soils List
Gle ed or Low-Chroma Colors Other (Explain in Remarks)
Remarks: Water Table >3'
WETLAND DETERMINATION
Hydrophytic Vegetation Present'?
Wettand Hydrology Present'?
Hydric Soils Present'?
Remarks: Depressional area
Yes No
Yes No
Yes No Is this Sampling Point Within a Wetland'? Yes No
P COFDATAFORMA.DOC
COE Data Form: Routine Wetland Delineation
Project Site: Castle Hayne Date: 3/27/02
Applicant/Owner: Martin Marietta Aggregates County: New Hanover
Investigator: Kimley-Horn and Associates, Inc. State: North Carolina
Do Normal Circumstances exist on the site? YES Community ID: Wetland #l.
Is the site significantly disturbed (Atypical Situation)'? NO Transect ID:
Is the area a potential Problem Area? NO Plot ID:
(if needed, explain on reverse)
VEGETATION
Dominant Plant Species Stratum
1. Acer rubrum C
2. Persea borbonia SC
3. Leonia lucida S
4. Sntiktz sP• 1-1
5. Wood ward is aero ata H
6. P tdtgnurrt sp. H
yrt a racetnt ora SC
S.
Tn I;- t-
FAC
FAC W
FAC W
FAC
OBL
OBL
Dominant Plant Species Stratum
9.
10.
It.
12.
13.
14.
15.
16.
Percent of Dominant Species that are OBL, FACW or FAC (excluding FAC-) t00
Remarks: Located in a large depressional area
HYDROLOGY
Indicator
Recorded data (Describe in remarks):
_ Stream, Lake or Tide Gauge
_ Aerial Photographs
_ Other
X No recorded data available Wetland Hydrology Indicators:
Primary Indicators:
Inundated
Saturated in Upper 12 Inches
Water Marks

Field Observations: Drift Lines
Sediment Deposits
Drainage Patterns in Wetlands
Depth of Surface Water: NA (in.) Secondary Indicators
Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: >36" (in.) X Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: >36" (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks: Dry season, water table >3'
Map Unit Name

(Series and Phase): Murville DI'alnage Class:

Taxonomy (subgroup): Field Observations

'
Confirm Mapped Type
? Yes No
Profile Description:
Matrix Color Mottle Color Mottle Texture, Concretions,
Depth (inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structures, etc.
0-24" 10 yr 2/1 Loam (some organic
content)

Hydric Soil Indicators:
Primary Indicators: Secondary Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
_ Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime CX Listed on Local Hydric Soils List
Reducing Conditions X Listed on National Hydric Soils List
X Gle ed or Low-Chroma Colors Other (Explain in Remarks)
Remarks: Water Table >3'
WETLAND DETERMINATION
Hydrophytic Vegetation Present'? Yes No
Wetland Hydrology Present? Yes No
Hydric Soils Present'? Yes No Is this Sampling Point Within a Wetland? Yes No
Remarks: Hydric indicators are weak, drought season
L-
FACUEDA I'AFORNIDUC
COE Data Form: Routine Wetland Delineation
Project Site: Castle Hayne Date: 3/27/02
Applicant/Owner: Martin Marietta Aggregates County: New Hanover
Investigator: Kimley-Horn and Associates, Inc. State: North Carolina
Do Normal Circumstances exist on the site? YES Community ID: Upland, NE of
Is the site significantly disturbed (Atypical Situation)? NO pond
Is the area a potential Problem Area? NO Transect ID:
(if needed, explain on reverse) Plot ID:
VEGETATION

Dominant Plant Species Stratum Indicator
1. Pinus taeda C FAC
2. Acer rubrum SC FAC
3. Magnolia virSiniana SC FACW+
4. flex glabra S FACW
5 Pteric iunt aqui inum H FACU
6. uercus a ba C FACU-
7
8
Dominant Plant Species Stratum
9.
10.
11.
12.
13.
14.
15.
16.
Percent of Dominant Species that are OBL, FACW or FAC (excluding FAC-) 70
Remarks: Upland ridge area
HYDROLOGY
Indicator
Recorded data (Describe in remarks):
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No recorded data available Wetland Hydrology Indicators:
Primary Indicators:
Inundated
Saturated in Upper 12 Inches
Water Marks

Field Observations: Drift Lines
Sediment Deposits
Drainage Patterns in Wetlands
Depth of Surface Water: NA (in.) Secondary Indicators
Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: 30"+ (in.) Water-Stained Leaves
_ Local Soil Survey Data
Depth to Saturated Soil: 30"+ (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
Map Unit Name
Drainage Class:
(Series and Phase): Kenansville Field Observations
Taxonomy (subgroup): Confirm Mapped Type'? Yes No
Profile Description:
Matrix Color Mottle Color Mottle Texture, Concretions,
Depth (inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structures, etc.
0-3" 10 yr 5/2 Fine sandy loam
3-15" l0yr 6/3 Loamy sand
15-25" 10yr 7/4 10yr 6/6 Few tine Sand

Hydric Soil Indicators:
Primary Indicators: Secondary Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
Gle ed or Low-Chroma Colors Other (Explain in Remarks)
Remarks: Water Table >3'
WETLAND DETERMINATION
Hydrophytic Vegetation Present'?
Wetland Hydrology Present?
Hydric Soils Present'?
Yes No
Yes No
Yes No Is this Sampling Point Within a Wetland? Yes No
Remarks: Area on a broad smooth tlat
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NCDWO Stream Classification Form
Project Name: Castle Hayne River Basin: Cape Fear County: New Hanover Evaluator:
DWQ Project Number: Nearest Named Stream: NE Cape Fear Latitude: Signature:
Date: 03/27/02 USGS QUAD: Caste Hayne Longitude:
Location/Directions: approx. 100' south of existing culvert on eastern project border
Primary Field Indicators: (Circle One Number Per Line)
1. Geomorphology Absent Weak Moderate Strom
1) Is Thcrc A Riffle-Pool SegUenCe? 0 1 2 3
2) Is The USDA Texture In Streambed
Different From Surrounding Terrain'? 0
1
2
3
3) Are Natural Levees Present'? 0 1 2 3
4) Is The Channel Sinuous'? 0 1 2 3
5) Is There An Active (Or Relic)
Floodplain Present'? 0
1
2
3
6) 1s The Channel Braided'? 1) l 2 3
7) Are Recent Alluvial Deposits Present? 0 l 2 3
8) is There A Bankfull Bench Present'? 0 1 2 3
9) is A Continuous Bed & Bank Present? 0 1
(*NOTE: If Bed & Bank Caused By Ditching And WITHOUTSinuosity Then Score=O*) 2 3
10) Is A 2"d Order Or Greater Channel (As Indicated
On Topo Map AndlOr In Field) Present'? Yes=3
No=O
PRIMARY GEOMORPHOLOGY INDICATOR POINTS:
IL Hydrologv Absent 3
Weak
Moderate
Strom
1) Is There A Groundwater
Flow/Discharge Present'? 0
1
2
3
PRIMARY HYDROLOGY INDICATOR POINTS: 0
III. Biology Absent
Weak
Moderate
Strom
U Are Fibrous Roots Present In Streambed? 3 2 1 0
2) Are Rooted Plants Present In Streambed? 3 2 1 0
3) is Periphyton Present? 0 1 2 1
4) Are Bivalves Present? 0 1 2 3
PRIMARY BIOLOGY INDICATOR POINTS: 4
Secondary Field Indicators: (Circle One Number Per Line)
1. Geomorphology Absent

Weak

Moderate

Strom
1) Is There A Head Cut Present In Channel'? 0 .5 l 1.5
2) Is There A Grade Control Point In Channel'? 0 .5 1 1.5
3) Does Topography Indicate A
Natural Drainage Way? 0
.5
l
1.5
SECONDARY GEOMORPHOLOGY INDICATOR POINTS: 0
11. Hydrology Absent Weak
Moderate
Strong
1) Is This Year's (Or Last's) Leaflitter
, Present In Streambed? l.5
l
.5
0
2) Is Sediment On Plants (Or Debris) Present'? 0 .5 l 1.5
3) Are Wrack Lines Present'? 0 5 1 1.5

4) Is Water In Channel And >48 Hrs. Since 0
Last Known Rain? (*NOTE: If Ditch Indicated /n #9 Above Skin This Step
.5
And #5 Below'")
l _
L5
5) Is There Water In Channel During Dry 0
Conditions Or In Growing Season)? .5 1 1.5
6) Are Hydric Soils Present In Sides Of Channel (Or In Headcut)? Yes=1 5 No=0
SECONDARY HYDROLOGY INDICATOR POINTS:
III. Biology Absent 2.5
Weak
Moderate Stronv
t_) Are Fish Present? 0 5 1 15
2) Are Amphibians Present? 0 5 1 1.5
3) Are AguaticTurtles Present? 0 5 1 1.5
4) Are Crayfish Present'? 0 5 1 1.5
5) Are Macrobenthos Present? 0 5 1 1.5
6) Are Iron Oxidizing Bacteria/FUngUS Present'? 0 5 1 1.5
7) Is Filamentous Algac Present? 0 5 l 1.5
8) Are Wetland Plants In Streambed? SAV
(* NOT'E: If Total Absence Of All Plants In Streambed 2
As Noted Above Skin This Step UNLESS SAV Present*). Mostly OBL
1 Mostly FACW Mostly FAC Mostly FACU Mostly UPI,
.75 .5 0 0
SECONDARY BIOLOGY INDICATOR POINTS: 0
TOTAL POINTS (Primarv + Secondary)= 9.5 (If Greater T/talt Or Equal To 19 Points The Stream Is At Least Intermittent)
NCDWQ Stream Classification Form
Project Name: Castle Hayne River Basin: Cape Fear County: New Hanover Evaluator: CWE
DWQ Project Number: Nearest Named Stream: NE Cape Fear Latitude: Signature:
Date: 03/27/02 USGS QUAD: Caste Hayne Longitude:
Location/Directions: @WE6 wetland flag, approx. 15' from flag
Primary Field Indicators: (Circle One Number Per Line)
1. Geomorphology Absent Weak Moderate Strong.
I) Is There A Riffle-Pool Sequence'? 0 l 2 3
2) Is The USDA Texture In Streambed
Different From Surrounding Terrain'? 0
1
2
3
3) Are Natural Levees Present'? 0 1 2 3
4) Is The Channel Sinuous'? 0 l 2 3
5) Is There An Active (Or Relic)
Floodplain Present'? 0
1
2
3
6) Is The Channel Braided'? 0 1 2 3
7) Are Recent Alluvial Deposits Present'? 0 1 2 3
8) Is There A Bankfull Bench Present? 0 1 2 3
9) Is A Continuous Bed & Bank Present'? 0 1
(*NOTE: If lied & Bank Caused By Ditching And WITHOUT Sinuositv Then Score=0*) 2 3
10) Is A 2"g. Order Or Greater Channel (As Indicated
On Topo Map And/Or In Field) Present'? Yes=3
Nu=O
PRIMARY GEOMORPHOLOGY INDICATOR POINTS:
IL Hydrology Absent 17
Weak
Moderate
Strong
1) Is There A Groundwater
Flow/Discharge Present'? 0
1
2
3
PRIMARY HYDROLOGY INDICATOR POINTS: 0
III. Biology Absent
Weak
Moderate
Strong
1) Are Fibrous Roots Present In Streambed'? 3 2 1 0
2) Are Rooted Plants Present In Streambed'? 3 2 1 0
3) Is Periphyton Present'? 0 1 2 3
4) Are Bivalves Present'? 0 1 2 3
PRIMARY BIOLOGY INDICATOR POINTS: 5
Secondary Field Indicators: (Circle One Number Per Line)
1. Geomorphology Absent

Weak

Moderate

Strong.
1) Is There A Head Cut Present In Channel? 0 5 l 1.5
2) Is There A Grade Control Point In Channel? 0 5 l 15
3) Does Topography Indicate A
Natural Drainage Way'? 0
5
1
1.5
SECONDARY GEOMORPHOLOGY INDICATOR POINTS:
II. Hydrology Absent 1.5
Weak
Moderate
Strong
1) Is This Year's (Or Last's) Leaflitter
Present In Streambed'? 1.5
I
5
0
2) Is Sediment On Plants (Or Debris) Present'? 0 .5 1 15
3) Are Wrack Lines Present? 0 5 1 1.5
4) Is Water In Channel And >48 Hrs. Since 0 .5
Last Known Rain'? (*NOTF /f Ditch Indicated /n #9 Above Skin "Phis Step And #S Below*) l
NA Rained 1.5
previous day and night
5) Is There Water In Channel During Dry 0
Conditions Or In Growing Season)'? .5 1 1.5
6) Are Hydric Soils Present In Sides Of Channel (Or In Headcut)'? Yee=1.5 No=O
SECONDARY HYDROLOGY INDICATOR POINTS:
III. Biology Absent 5
Weak
Moderate
Strong.
1) Are Fish Present? 0 5 1 15
2) Are Amohibians Present'? 0 5 1 15
3) Are AQUaticTUrtles Present'? 0 5 1 1.5
4) Are Crayfish Present'? 0 5 1 1.5
5) Are Macrobenthos Present'? 0 5 1 1.5
) Are Iron Oxidizing Bacteria/Fungus Present'? 0 5 1 1.5
7) Is Filamentous Algae Present'? 0 5 1 1.5
8) Are Wetland Plants In Streambed'? SAV
(* NOTE: If Toted Absence Of All Plants /n Streambed 2
As Noted Above Skip This Step UNLESS SAV Present*). Mostly OBI.
l Mostly FACW
.75 Mostly FAC Mostly FACU Mostly UPL
.5 0 0
SECONDARY BIOLOGY INDICATOR POINTS: 3
TOTAL POINTS (Primary + Secondary= 3 1.5 (If Greater Than Or Equal To 19 Points The Stream is At Least Intermittent)
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IN REPLY REFER TO
Regulatory Branch
April 4, 1989
Mr. Horace Wilson
Manager, Environmental Services
Martin Marietta Aggregates
20710 Wycliff Road
Post Office Box 30013
Raleigh, North Carolina 27622-0013
Dear Mr. Wilson:
oc , %,? ?,
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/?-, I /UL?l% 41yj
On 16 March 89, Mr. James Poteat of my Regulatory staff met
with you and your consultants, Dr. Lee Otte, Payne Riemer Group
and Mr. Parks Downing of S&ME at the Castle Hayne Quarry, Castle
Hayne North Carolina. The purpose of the meeting was to determine
the Corps of Engineers' regulatory authority over approximately 15
acres of a 20-acre tract located immediately east of the slot now
being actively mined (see attached plat).
His field survey of this parcel indicates that artificial
drainage from a central ditch and an adjacent open mine slot has
lowered the soil water table and saturation level sufficiently to
place all but two small portions of the tract outside of the Corps
regulatory authority. One of these two areas lies at the parcels
midpoint and the other near the northern end; both total less than
one acre (attached plat).
For the purpose of the Corps of Engineers' Regulatory Program,
Title 33, Code of Federal Regulations (CFR), Part 330, published
in the Federal Register on November 13, 1986, lists nationwide
permits. Authorization was provided for discharges of dredged or
fill material into non-tidal rivers, streams, and their lakes and
impoundments, including adjacent wetlands, that are located above
the headwaters and other non-tidal waters of the United States,
including adjacent wetlands, that are not a part of a surface
tributary system to interstate waters or navigable waters of the
United States. All of the wetlands on the 15-acre parcel were
found to be well above the headwaters of the Northeast Cape Fear
River, and threfore, qualifying for Department of the Army
authorization under nationwide permit No. 26.
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402.1890
-2-
Your work is authorized by nationwide permit provided it is
accomplished in strict accordance with the enclosed conditions.
Please be aware that this authorization, pursuant to our
administrative regulations, 33 CFR 330.11(1), is valid only for a
period of two years from the date of this letter.
The District Engineer has determined that the individual and
cumulative adverse effects of your work on the environment will be
minimal. Your work is authorized by nationwide permit provided it
results in less than 1 acre of wetlands and is accomplished in
strict accordance with the preceding conditions. Please be aware
that this authorization does not relieve you of the responsibility
to obtain any required State or local approval.
If you have questions, please contact Mr. Jim Poteat, Regulatory
Branch, telephone [phone].
Sincerely,
!h?ief, rles W. Hot is
Regulatory Branch
Enclosures
-3-
Copies Furnished (with map):
Mr. William Mills
Water Quality Section
Division of Environmental Management
North Carolina Department of Natural
Resources and Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Copies Furnished (with enclosure and map):
Lee J. Otte, Ph.D.
Payne Riemer Group, Inc.
8260 North Creek Drive
Suite 300
Cincinatti, Ohio 45236
Mr. Worth Sellars
Martin Marietta Aggregates
20710 Wycliff Road
Post Office. Box 30013
Raleigh, North Carolina 27622-0013
Mr. J. Mack Little
c/o Little and Little
Landscape Architecture
Post Office Box 1448
Raleigh, North Carolina 27602
nnunTTTnMR
a. The activity will not jeopardize a threatened or endangered species
as identified under the Endangered Species Act, or destroy or adversely
modify the critical habitat of such species.
b. Any discharge of dredged or fill material will consist of suitable
material free from toxic pollutants.
c. Any structure or fill will be properly maintained.
d. An individual state water quality certification must be obtained or
waived. Conditions of certification will be considered to be special
conditions of the Federal nationwide permit.
h. The following management practices will be followed to the maximum
extent practicable:
(1) Discharges of dredged or fill material into waters of the United
States will be avoided or minimized through the use of other practical
alternatives.
(2) Discharges in spawning areas during spawning seasons will be
avoided.
(3) Discharges will not restrict or impede the movement of aquatic
species indigenous to the waters or the passage of normal or expected high
flows or cause the relocation of the waters (unless the primary purpose of
the fill is to impound water).
(4) If the discharge creates an impoundment of water, adverse impacts
on the aquatic system caused by the accelerated passage of water and/or the
restriction of its flow will be minimized.
(5) Discharge in wetland areas will be avoided.
(6) Heavy equipment working in wetlands will be placed on mats.
(7) Discharges into breeding areas for migratory waterfowl will be
avoided.
(8) All temporary fills will be removed in their entirety.
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Castle Hayne Rail Yard
Wetland and Channel Survey GPS Points
Illustrated on Castle Hayne Rail Yard - Site Survey and Wetland Delineation Map
Wetland and channel coordinates were determined using a Trimble Pathfinder Pro XR Rover. Operating
the rover at industry standard satellite capture settings (PDOP less than 6, minimum of4 satellites per
reading, and 5 readings per point) and with live link differential correction, horizontal accuracy was +/- 0.6
meters (68% RMS Error). Live link corrections were provided by the North Carolina Geodetic Survey
Castle Hayne GPS Base Station located at 77° 52' 31.29621' W, 34° 20' 40.72040" N NAD 1983.
Five reference points were logged at the beginning of each field day to verify that GPS readings remained
consistent throughout the duration of the survey.
Reference, wetland, and channels point coordinates are listed on the following pages. Coordinates are in
North Carolina State Plane Feet NAD 1983 coordinate system. The points are illustrated on attached map
labeled Castle Hayne Rail Yard - Site Survey and Wetland Delineation Map.
Castle Hayne Rail Yard
Reference, Wetland, and Channel Survey GPS Points
Illustrated on Map:
Castle Hayne Rail Yard - Site Survey and Wetland Delineation
Equipment: Trimble Pathfinder Pro XR
Coordinate System: North Carolina State Plane (Feet) NAD 1983
Feature Flag I Northing Eastin
Reference Points
1 226981.57 2343679.13
2b 229094.26 2345979.04
2a 229222.97 2345891.51
3 229393.47 2348058.44
4 228731.43 2348952.87
Wetlands
A 1 228636.8 2345576.59
A 2 228554.38 2345527.36
A 3 228484.75 2345553.1
A 4 228446.37 2345543.33
A 5 228412.63 2345538.13
A 6 228372.2 2345486.6
A 7 228376.98 2345448.35
A 8 228359.14 2345445.23
A 9 228320.33 2345446.48
A 10 228283.55 2345427.42
A 11 228237.51 2345420.33
A 12 228231.7 2345487.46
A 13 228196.54 2345513.96
A 14 228151.25 2345514.42
A 15 228164.95 2345562.59
A 16 228163.28 2345598.94
A 17 228193.29 2345643.76
A 18 228180.2 2345682.8
A 19 228155.19 2345749.06
A 20 228174.15 2345781.72
A 21 228163.55 2345828.11
A 22 228097.87 2345910.69
A 23 228055.29 2345999.45
A 24 228015.31 2346009.82
A 25 228036.31 2346045.39
A 26 228010.98 2346121.22
A 27 227989.27 2346143.17
A 28 227959.07 2346156.84
A 29 227966.82 2346179.37
A 30 227963.45 2346228.89
A 31 228004.23 2346276.75
A 32 228010.25 2346294.83
A 33 227982.38 2346348.88
A 34 227951.42 2346376.18
A 35 227944.41 2346413.88
A 36 227980.74 2346418.88
A 37 228001.17 2346387.94
A 38 228041.94 2346375.69
Created by Andrew Kiley Page 1 of 8 Survey_Coordinates.xls
Castle Hayne Rail Yard
Reference, Wetland, and Channel Survey GPS Points
Illustrated on Map:
Castle Hayne Rail Yard - Site Survey and Wetland Delineation
Equipment: Trimble Pathfinder Pro XR
Coordinate System: North Carolina State Plane (Feet) NAD 1983
Feature Flag Northing Eastin
A 39 228048.68 2346338.76
A 40 228059.13 2346272.01
A 41 228035.93 2346215.95
A 42 228081.48 2346111.02
A 43 228117.59 2346025.7
A 44 228159.3 2345972.99
A 45 228243.6 2345942.26
A 46 228297.3 2345909.67
A 47 228348.29 2345875.98
A 48 228382.23 2345798.21
A 49 228424.75 2345758.9
A 50 228471.81 2345754.07
A 51 228505.33 2345769.37
A 52 228524.31 2345778.16
A 53 228563.74 2345743.24
A 54 228625.76 2345747.97
A 55 228669.94 2345751.89
A 57 228732.2 2345715.16
A 58 228775.22 2345681.82
B 1 229188.7 2347207.15
B 2 229157.04 2347207.91
B 3 229159.94 2347277.84
B 4 229195.06 2347274.59
C 1 227622.11 2344838.89
C 2 227634.94 2344832.45
C 3 227653.52 2344829.81
C 4 227667.51 2344816.27
C 5 227673.88 2344813.02
C 6 227674.19 2344799.54
C 7 227681.7 2344783.68
C 8 227610.29 2344734.49
C 9 227598.19 2344750.78
C 10 227586.43 2344768.92
C 11 227592.65 2344783.63
C 12 227588.07 2344809.36
C 13 227591.64 2344812.1
C 14 227604.16 2344839.07
D 1 227835.07 2346555.93
D 2 227822.32 2346544.36
D 3 227801.54 2346562.72
D 4 227773.31 2346596.6
D 5 227753.73 2346641.23
D 6 227738.85 2346680.37
D 6 227738.81 2346715.63
D 6 227716.94 2346749.44
Crentcd by Andrew Kilcy Page 2 of 8 Survey_Coordinates.xls
Castle Hayne Rail Yard
Reference, Wetland, and Channel Survey GPS Points
Illustrated on Map:
Castle Hayne Rail Yard - Site Survey and Wetland Delineation
Equipment: Trimble Pathfinder Pro XR
Coordinate System: North Carolina State Plane (Feet) NAD 1983
Feature Fla Northing Eastin
D 7 227782.58 2346693
D 8 227796.53 2346663.02
D 9 227801.68 2346636.35
D 10 227811.63 2346588.22
D 70 227338 2347481.08
D 73 227153.8 2347002.58
E 0 227754.47 2346762.1
E 1 227740.51 2346795.38
E 2 227707.68 2346783.2
E 3 227704.33 2346833.31
E 4 227678.63 2346857.75
E 5 227697.43 2346912.54
E 6 227673.75 2346955.64
E 7 227643.05 2346986.82
E 7 227660.76 2346985.54
E 8 227658.13 2347037.53
E 9 227635.05 2347087.38
E 11 227617 2347131.68
E 12 227594.19 2347164.47
E 13 227604.61 2347212.93
E 14 227612.31 2347240.53
E 15 227591.59 2347298.09
E 16 227583.5 2347346.33
E 17 227580.89 2347393.34
E 18 227564.44 2347443.02
E 19 227556.02 2347479.7
E 20 227549.13 2347516.57
E 21 227525.05 2347551.24
E 22 227501.54 2347595.46
E 23 227531.58 2347635.45
E 24 227557.31 2347575.15
E 25 227594.89 2347540.01
E 26 227634.24 2347527.94
E 27 227659.44 2347512.96
E 28 227603.57 2347481.43
E 29 227606.65 2347412.31
E 30 227616.39 2347340.6
E 31 227631.28 2347269.98
E 32 227638.75 2347212.35
E 33 227658.53 2347146.45
E 34 227673.01 2347092.48
E 35 227693.22 2347032.03
E 36 227705.82 2347000.52
E 37 227725.28 2346951.74
E 38 227721.04 2346898.51
Created by Andrew Kiley Page 3 of 8 Survey_Coordinates.xls
Castle Hayne Rail Yard
Reference, Wetland, and Channel Survey GPS Points
Illustrated on Map:
Castle Hayne Rail Yard - Site Survey and Wetland Delineation
Equipment: Trimble Pathfinder Pro XR
Coordinate System: North Carolina State Plane (Feet) NAD 1983
Feature Fla Northing Eastin
E 39 227739.75 2346842.41
EX 1 227501.5 2347657.04
EX 2 227474.24 2347689.42
EX 3 227440.42 2347686.02
EX 4 227401.01 2347688.42
EX 5 227420.18 2347673.14
EX 6 227449.32 2347649.45
EX 7 227478.45 2347628.05
F 1 227622.64 2346988.92
F 2 227588.76 2346993.29
F 3 227544.78 2346977.79
F 4 227506.26 2346965.31
F 5 227456.06 2346935.67
F 6 227411.3 2346903.73
F 7 227366.64 2346863.96
F 8 227338.77 2346822.37
F 9 227290.93 2346799.93
F 10, 227269.36 2346744.39
F 11 227240.92 2346706.57
F 12 227204.87 2346664.6
F 13 227199.41 2346640.79
F 14 227158.43 2346605.18
F 15 227103.7 2346527.28
F 16 227056.46 2346484.15
F 16 227075.42 2346503.72
F 17 227030.44 2346461.37
F 18 227003.32 2346428.74
F 19 226980.53 2346401.04
F 20 226986.69 2346373.91
F 21 226933.46 2346348.65
F 22 226889.74 2346313
F 23 226853.84 2346272.06
F 24 226801.2 2346235.13
F 24 226804.85 2346237.73
F 25 226758.06 2346221.34
F 27 226756.15 2346246.06
F 28 226787.22 2346284.61
F 29 226824.67 2346315.56
F 30 226881.21 2346345.17
F 31 226927.67 2346388.74
F 32 226928.1 2346414.38
F 33 226959.13 2346438.5
F 34 226979.27 2346454.85
F 35 227017.72 2346499.62
F 36 227056.57 2346531.15
C-tcd by Andrew Kiley Page 4 of 8 Survey_Coordinates.xls
Castle Hayne Rail Yard
Reference, Wetland, and Channel Survey GPS Points
Illustrated on Map:
Castle Hayne Rail Yard - Site Survey and Wetland Delineation
Equipment: Trimble Pathfinder Pro XR
Coordinate Svstem: North Carolina State Plane (Feet) NAD 1983
Feature Flag Northing Easting
F 37 227083.05 2346566.55
F 38 227086.36 2346616.19
F 39 227149.57 2346645.6
F 40 227188.55 2346688.13
F 41 227213.42 2346740.73
F 42 227234.38 2346762.83
F 43 227271.36 2346784.63
F 44 227300.1 2346826.02
F 45 227286.24 2346860.02
F 46 227314.58 2346870.86
F 47 227357.47 2346888.94
F 48 227379.17 2346943.23
F 49 227433.47 2346970.64
F 50 227484.07 2346999.88
F 51 227546.18 2347017.33
F 52 227601.77 2347021.18
F 53 227646.2 2347028.59
FX 1 226651.33 2346164.62
FX 2 226648.15 2346161.39
FX 3 226667.31 2346151.44
FX 4 226691.78 2346178.55
FX 5 226694.87 2346204.73
FX 6 226714.65 2346223.91
FX 7 226725.88 2346213.61
FX 8 226705.54 2346206.77
FX 9 226702.27 2346183.57
FX 10 226702.38 2346175.97
FX 11 226688.65 2346164.73
G 0 226026.43 2345543.31
G 1 226097.66 2345551.97
G 2 226076.34 2345562.28
G 3 226049.27 2345554.84
G 4 226013.97 2345522.11
G 5 225983.11 2345508.69
G 6 225984.95 2345493.99
H 17 227607.49 2345469.05
H 18 227621.93 2345450.29
H 19 227635.4 2345438.37
H 20 227647.29 2345425.66
H 21 227671.29 2345425.22
H 22 227691.2 2345413.73
H 23 227698.73 2345403.39
H 24 227684.03 2345394.16
H 25 227671.14 2345407.55
H 26 227643.49 2345402.54
Created by Andrnv Kiley Page 5 of 8 Survey_Coordinates.xls
Castle Hayne Rail Yard
Reference, Wetland, and Channel Survey GPS Points
Illustrated on Map:
Castle Hayne Rail Yard - Site Survey and Wetland Delineation
Equipment: Trimble Pathfinder Pro XR
Coordinate Svstem: North Carolina State Plane (Feet) NAD 1983
Feature Fla Northin Eastin
H 27 227607.82 2345422.94
H 28 227589.06 2345430.45
H 29 227591.2 2345470.18
1 1 225254.3 2345246.74
1 2 225275.49 2345247.98
1 3 225299.02 2345263.22
1 4 225288.07 2345270.2
J 1 224817.44 2345144.66
J 2 224801.4 2345124.74
J 3 224763.51 2345104.26
J 4 224710.68 2345084.46
J 5 224705.79 2345102.62
K 1 224779.68 2345062.58
K 2 224794.13 2345054.16
K 3 224839.67 2345070.49
K 4 224838.77 2345080.93
L 1 226293.37 2343855.33
L 2 226359.63 2343872.84
M 1 226266.11 2343857.37
M 2 226199.17 2343858.93
M 3 226165.67 2343852.73
M 4 226159.41 2343877.69
M 5 226205.83 2343927.48
N 1 227570.8 2345302.33
N 2 227539.2 2345272.68
N 3 227546.89 2345255.11
N 4 227565.54 2345204.31
N 5 227600.41 2345209.29
N 6 227619.96 2345206.97
N 7 227670.65 2345238
N 8 227685.61 2345267.8
N 9 227665.8 2345276.67
N 10 227644.79 2345279.86
N 11 227625.26 2345280.62
N 12 227619.8 2345310.05
N 13 227620.36 2345331.67
N 14 227605.99 2345328.2
N 15 227592.99 2345313.7
N 16 227564.3 2345300.73
Channels
CLV 1 229230.77 2347014.52
CLV 2 229160.02 2347028.26
CLV 3 229088.61 2347044.3
CLV 3 229210.93 2347366.15
SC 30 229013.33 2347069.22
Created by Andrew Kiley Page 6 of 8 Survey_Coordinates.xls
Castle Hayne Rail Yard
Reference, Wetland, and Channel Survey GPS Points
Illustrated on Map:
Castle Hayne Rail Yard - Site Survey and Wetland Delineation
Equipment: Trimble Pathfinder Pro XR
Coordinate System: North Carolina State Plane (Feet) NAD 1983
Feature Flag Northing Eastin
SC 31 228959.73 2347086.35
SC 33 228938.34 2347082.33
SC 34 228852.6 2347100
SC 35 228805.18 2347146.64
SC 36 228768.4 2347195.31
SC 37 228673.89 2347291.74
SC 38 228650.82 2347313.14
SC 39 228636.47 2347331.57
SC 40 228615.89 2347332.27
Sc 41 228517.59 2347385.06
SC 42 228440.41 2347400.55
Sc 43 228316.68 2347449.63
Sc 44 228200.22 2347520.87
Sc 45 228168.09 2347561.16
Sc 46 228135.63 2347612.59
Sc 47 228079.29 2347653.33
Sc 48 227987.79 2347661.03
SC 49 227943.84 2347684.3
SC 50 227901.9 2347726.75
SC 51 227885.57 2347755.69
SC 52 227895.49 2347859.1
SC 53 227930.66 2347948.39
SC 54 227923.99 2348007.24
SC 55 227896.6 2348017.73
Sc 56 227843.31 2347993.9
SC 57 227758.06 2348021.67
Sc 58 227710.65 2348098.64
Sc 59 227577.36 2348119.63
Sc 60 227537.88 2348156.26
Sc 61 227421.04 2348135.68
SD 62 227416.02 2348137.59
SD 63 227397.1 2348006.97
SD 64 227390.01 2348003.97
SD 65 227388.55 2347958.85
SD 66 227369.65 2347875.96
SD 67 227369.71 2347767.6
SD 69 227359.87 2347649.31
SD 71 227324.09 2347399.45
SD 72 227311.13 2347321.16
SD 74 227063.59 2346864.04
SD 75 226921.1 2346622.08
SD 76 226908.81 2346602.69
SD 77 226615.04 2346129.82
SD 78 226537.74 2346009.55
STR 1 227940.38 2346401.03
Created by Andrew Kiley Page 7 of 8 Survey_Coordinates.xls
Castle Hayne Rail Yard
Reference, Wetland, and Channel Survey GPS Points
Illustrated on Map:
Castle Hayne Rail Yard - Site Survey and Wetland Delineation
Equipment: Trimble Pathfinder Pro XR
Coordinate System: North Carolina State Plane (Feet) NAD 1983
Feature Fla Northin Easting
STR 4 227890.76 2346409.37
STR 5 227870.16 23464317
STR 6 227854.2 2346470.11
STR 7 227859.81 2346501.72
STR 8 227843.16 2346529.93
STR 9 227835.92 2346536.2
Crented by M d- Kiley Page 8 of 8 Survey_Coordinates.xls
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Permits - pier, shoreline take Norman Cove (al Jetton - Rolin Choate
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BB&T Re: Lake Norman Cove @ Jetton - Rolin Choate 475.00
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