20000069 Ver 1_COMPLETE FILE_20000221

Isar. John Dorney
North Carolina Department of Environment and Natural Res rces 1WETLAW
ainTFf
MCAS New River Commissary - Project No. 000069 -
April 20, 2000 - Page 2 of 2
I trust that the attached information is sufficient for you to complete your review of this project.
If this is not the case, please contact me immediately at [phone], as the start of
construction is now awaiting issuance of the Section 401 permit. Thank you for your attention to
this matter. We look forward to your response.
Very truly yours,
CIVILTECH ENGINEERING, INC.
-,O? peVt,?
Gary Pverbay
(I,-
cc: Mr. Edward Snoble
Mr. Steve Medlin
Mr. Rafael Fernandez

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Martian Korenek; Fish & Wildlife Division
Environmental Man. Dept; US Marine Corps
PCS Box 20004
Camp Service, NC 28542-5004
Dear Mr. Korenek:
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
April 10, 2000
DWQ # 000069
Onslow County
On March 6, 2000 the Division of Water Quality (DWQ) was notified by receipt of
tequested maps regarding your plan to fill 1.67 acres of wetlands for the purpose of constructing
a Commissary at Camp Lejeune in Onslow County. Unfortunately the maps do not allow us to
determine the distance of the proposed wetland fill from the nearest "blue line" on the 1:24,000
U.S.G.S. quadrangle. As discussed in our rules [(15A NCAC 2H .0506(h)(7)] required mitigation
ratios are based on the distance from these lines shown on the most recent version of these maps.
In order for us to complete action on this Certification, please supply a copy of the most recent
version of the 1:24,000 scale U.S.G.S. topographic map with the proposed wetland fill clearly
located so we can determine the distance. Also we will need information on the wetland type
(e.g., riparian versus non-riparian wetlands) so we can determine what type of mitigation (and
the associated cost) will be required, a soil map with soil series would be helpful in this regard.
Please call me at 919-733-9646 if you have any questions or would require
copies of our rules or procedural materials.
IJocee
R. Dorney/
cc: Wilmington DWQ Regional Office
Wilmington Corps of Engineers
Gary Overbay; Civil Tech Engineering, Inc.
File Copy
Central Files
Wetlands/401 Unit 4401 Reedy Creek Road Raleigh. North Carolina 27607
Telephone [phone] FAX # [phone]
An Equal Opportunity AFtirmauve Action Employer
0% .-=vcled/l05 pest consumer paper
uepdru[lent or environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
LA
D E N R
Division of Water Quality
Environmental Sciences Branch & Wetlands/401 Unit
Location: 4401 Reedy Creek Road
Raleigh, N,C, 27607
Mailing Address: 1621 Mail Service Center
Raleigh, N,C. 27699
FAX: [phone]
FROM:
PHONE:
NO. OF PAGES INCLUDING THIS SHEET: el--?
If you receive this fax by mistake call; ESB [phone] or Wetlands [phone].
4- 7-00; 9:32AM;CIviltech Chicago
3127265911 # 1/ 3
CIVILTECH
ENGINEERING, INC.
N. LaSalle Street, suite 1402, Chicago, Illinois 60602
FkF312) 726-5910, FAX [phone]
FAX COVER LETTER
PLEASE DELIVER THE FOLLOWING PAGES TO:
NAME: Mr. John Dorney
FIRM: NC-DENR
CITY: Raleigh, NC.
FAX #: [phone]
FROM: Gary P. Overbay
DATE: 4/7/00
TOTAL NUMBER OF PAGES IS 3 INCLUDING THIS COVER SHEET.
[If you do not receive all of the pages, please call us back as soon as possible.]
MESSAGE:
Web address for USGS Map:
http://terraserver.microsoft.con/image.asp?T=1&S=14&X=85&Y=1201 &Z=18&W=1
The project site is approximately 0.6 miles from the Brinson Creek to the north, 0.8 miles from
the unnamed tributary to Morgan Bay on the east, 0.6 miles from the marsh/wetland around Tank
Creek to the south and 1.6 miles from the open water of Morgan Bay.

If you have any additional questions, please call.
4- 7-00; 9:32AM;CIviltech Chicago
_.....,..........,.6v ...6v
Locator
;3i272659ii # 2/ 3
uup uiCnxserver.microson comitmego.asp'!14&1-2&X-85&Y=1201&7=18&W=1
6 km SW of Jacksonville, North Carolina, United States o1 Jui 1991
IF A&

1?
r COMP14a
? ? Sf0 STORRA'GETEK
1998-2000 Microsoft Corporation. All rights reserved. Terms of use
1 of2
4/7100 10:03 AM
Other Dates:
LWS Aerial Photograph
17 Jun 1996
'2Km 'w o' 11mi
Photo courtesy of the US Geological Survey.
4- 7-00; 9:32AM;Civi ttech Chicago ;3127265911 # 3/ 3
a.aa..i.n.vaa .....awa•... il1lO?G rnKc lulNJitGn14YCfVCf.11Ut:fUJU1t.WllYIIIIaxC.asp (.Y1V6L1°1tRA 8000I-1LV10(J. 18QLWs1
Locator
3acksonville, North Carolina, United States 17 Jun 1996
PF Ak

kk
CO/N M
St0l17mW0IkS STORAGETFK 1tl11?""?"'~
O 1998-2000 Microsoft Corporation All rights reserved Terms of use
Other Dates:
i wrc Tooo Mao
01 Jul 1991
01 7X 1w OR . 111"
Photo courtesy of the US Geological Survey.
MEMORANDUM
TO: John Dorney Regional Contact: J. Steenhuis
Non-Discharge Branch WQ Supervisor: Bick Shiver
Date: 31 12000
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name USMC, MCAS New River Commissionar
Project Number 00 0069
Recvd From APP
Received Date 2/21/00 Recvd By Region 3/16/2000
Project Type commissary facility
County Onslow
County2
Region Wilmington
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
26 ?'? O Y O N F I-- r-? F_ F_ 1.67
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 O N Recommendation: 0 Issue 0 Issue/fond 0 Deny
Provided by Region: Latitude (ddmmss)
Longitude (ddmmss)
Comments:
This office has no objection to the prof .cP "t as proposed as long as they get the required mitigation
from wrn
cc: Regional Office
Central Office Page Number 1
Transmittal Cover Sheet
Detailed, Grouped by Each Transmittal Number
New River Design/Build New Commissary Facility Project # Job Number: 9910
Tel: Fax: Descon/Medlin

Date: 3/6100 Reference Number: 0042
Transmitted To Transmitted By
Mr. John Dorney William Ballantine
N. C. Department of Enviromental an Natural Resources, Div. Descon/Medlin
4401 Reedy Creek Road PO Box 71958
Raleigh, NC 27607 Ft. Bragg, North Carolina 28307
919-733-9646 Ph: 910-826-0143
Fax: [phone]
Package Transmitted For Delivered Via Tracking Number
As Requested, Signature Hand
Item # Qty Item Reference Description Notes Status
0ru , n nnr imor Nny ga Soil Control Permit Copy
Application Sent
0
Submittal Sent
19 dAN 60 ;gdFQMGAI.l ropy
Permitting Sent
004 'S.0 Document 19 JAN 00 Additional information sent to Drawings-copy
NC-DENR Sent /, /?
AA
005 1.0 Document 23 FEB 00 Response to NC-DENR letter Copy Sent

006 1.0 Document
- 25 FEB 00 Perm of xf*rom-m+-' r p?
Permitting Sent
007 3.0 Drawings C2.2 Soil Control Plan and Mass Copy of 12 NOV 99 submittal to
Earthwork NC-DENR Sent\
?)
008 3.0 Drawings C3.1 Site Layout Plan Copy Sent ?1h
009 3.0 Drawings C5.1 Site Drainage and Grading Copy
Plan Sent
*61
010 3.0 Photograph Aerial Site and surrounding area Copy of 10 JAN 00 submittal to
identifying wetlands NC-DENR Sent 1/?`!J

Cc: Company Name Contact Name Copies Notes

Remarks
The attached information as received is complete and legrble for the purpose of the review for approval of a Section 404
permit.
?C)oa
Signature igned Date
Prolog Manager Printed on: 3/6/00 d:\data\new river commissary\prolog\9910.pmd Page 1 of 1
-r' Letter of Transmittal
The Jenkins Group
Bochenek/Jenldns/Olsen/Snoble
The Jenkins Group, Inc., Architecture/Interiors/Planning
300 Park Boulevard, Suite 250, Itasca, Illinois 60143-3146, 630-250-9100/Fax [phone]
To: Descon/Medlin Construction Group
121 Interpark Boulevard
San Antonio. TX 78216
Attention: Rusty Medlin
[phone]
Date: January 21, 2000
Project No: 99225
Project: Design / Build
New Commissary Facility
MCAS New River, NC
Transmitted Via: Federal Express
Copies Date Description
2 ea. 19 JAN 00 Civiltech responses to NC-DENR regarding the Erosion Control Plan

These are transmitted as checked below.
For Appro%al As Requested X For Your Information For Review & Comment
Remarks:
Please forward one copy to AETC Contracting Squadron.
Copv To: Steve Medlin Sighed:,.
If enclosures are not as noted. kindly notit} us at once. Edward J. Snoble, AIA

® CIVI LTECH
ENGINEERING, INC.
January 19, 2000
North Carolina Department of Environment
and Natural Resources
Division of Land Resources - Land Quality Section
127 Cardinal Drive Extension i
Wilmington, N.C. 28405-3845
Attn: Ms. Janet Pace l
Re: Design/ Build Commissary
k
MCAS New River, N.C.
Project No.: 991122CL
Dear Ms. Pace:
Please find attached the additional information which you requested in your letter of November
23, 1999. I must apologize for the delay in responding to your request, however some issues
arose in regard to wetland mitigation and water quality which needed to get resolved prior to
finalizing the erosion control plan. It appears that these issues have now been resolved, and we
intend on implementing the erosion control plan as it was previously submitted.
In your letter you questioned our assumption that Alluvial Silts was the primary soil type in the
area. You stated that it was more likely sand loams would predominate. I have enclosed boring
logs from the soil investigation which was prepared for the project. These logs show that the
upper stratum (0'-7) typically contain clays and silts, with occasional sand seams. We believe
that this information confirms our assumption in regard to soil type.
Should you have any questions in regard to this matter or need any additional information, please
contact me at [phone]. Thank you for your attention to this matter. We look forward to
your response.
Very truly yours,
CIVILTECH ENGINEERING, INC.
"&' ID VZAM ya??
Gary P. erbay
cc: Mr. Edward Snoble
500 PARK BOULEVARD • SUITE 250 • ITASCA, IL 60143 • [phone] 0 FAX [phone]
2A,2-99 WED 7.51 AM

FINDING OF NO SIGNIFICANT IMPACT
AND
FINAL ENVIRONMENTAL ASSESSMENT
FOR
P. 3
ER-98-120
THE NEW COMMISSARY (P-449) AND COMMERCIAL ACTIVITY AREA
AT MARINE CORPS AIR STATION, NEW RIVER
Onslow County, North Carolina
PREPARED BY:
DEPARTMENT OF THE ARMY
U.S. ARMY ENGINEER DISTRICT, WILMINGTON
CORPS OF ENGINEERS
WILMINGTON, NORTH CAROLINA

OCTOBER 1998
s?TFF2. ?llAli?
z2-99 WED 7:51 AM

FINDING OF NO SIGNIFICANT IMPACT
AND
FINAL ENVIRONMENTAL ASSESSMENT FOR THE NEW COMMISSARY (P-449) AND
COMMERCIAL ACTIVITY AREA AT MARINE CORPS AIR STATION, NEW RIVER
ONSLOW COUNTY, NORTH CAROLINA
Pursuant to the Council on Environmental Quality regulations (40 Code of Federal
Regulations 1500-1508) implementing procedural provisions of the National Environmental
Policy Act, Marine Corps Base, Camp Lejeune, gives notice that an Environmental Assessment
(EA) and Finding of No Significant Impact (FONSI) have been prepared for the New
Commissary (P-449) and Commercial Activity Area at the Marine Corps Air Station (MCAS),
New River, Onslow County, North Carolina. The MCAS proposes to construct the new
commissary (P-449) and commercial activity area adjacent to the existing community shopping
center off Curtis Road. The Marine Corps Exchange (AS-4040) and the Marine Federal Credit
Union are presently located within the community shopping center and were opened in 1982
and 1996, respectively. The new commissary and commercial activity area will provide easy
access to a convenient, multiservice shopping area. The objective of the proposed project is to
replace an inadequate and poorly located facility and to consolidate on-base shopping Into one
area,
P, 4
The EA addresses impacts associated with the future activity of the 25-acre project area
on the MCAS, The construction of the new commissary (P-449) and commercial activity area
adjacent to the existing community shopping center off Curtis Road is the Proposed Action and
the preferred alternative- The No Action Alternative involves leaving the existing commissary
(AS-414) within a congested industrial complex, surrounded by aircraft hangars and office
buildings with little or no parking. Therefore, the No Action Alternative does not meet the
project objective. Implementation of the No Action Alternative would not cause any adverse
impacts to natural resources or the physical environment. Two other alternatives were
considered but dismissed in the EA since they did not meet the project purpose and need.
The Proposed Action includes the construction of: (1) the approximately
45,000-square-foot Defense Commissary Agency (DeCA) commissary with paved parking for
about 130 vehicles; (2) a third party food/gas station; and (3) the remaining acres set aside for
future commercial development. Future commercial activities may include additional service
and retail oriented shopping, recreational facilities, and the required parking facilities necessary
for these future commercial activity areas. The Proposed Action Alternative meets the project
objective,
The Proposed Action Alternative will impact 25 acres of natural resources and the
physical environment, However, the project area has been designated as a commercial
development area in the Base Master Plan. Less than 1 acre of isolated Section 404 wetlands
will be impacted by the proposed action. These isolated wetlands may be filled if the MCAS
obtains the required Nationwide Permit No. 26 from the U.S. Army Corps of Engineers,
Wilmington District, Regulatory Division, No mitigation will be required for the Proposed Action,
The Proposed Action will not adversely impact air or water quality, surface or ground water,
terrestrial resources, threatened or endangered species, geology, or cultural resources. There
are no hazardous waste sites or 100-year floodplains in the project area. All applicable local,
State, and Federal permits will be obtained before work commences onsite, Overall traffic
volume may increase due to the new commissary and commercial activity area. If future traffic
volume increases, a new traffic light or other traffic control measures may be evaluated.
Additionally, the Proposed Action will not adversely impact other base operations or facilities.
-99 WED 7: 52 AM
P.
5
The new commissary (P-449) and commercial activity area will benefit personnel from both
Camp Geiger and the MCAS, as well as retired personnel from off base.
Based on information gathered during preparation of the EA, the Marine Corps finds that
the new commissary (P-449) and commercial activity area will not significantly impact the
human environment; therefore an Environmental Impact Statement will not be prepared. The
EA addressing this action is on file and may be reviewed by interested parties at; Commanding
General, Consolidated Public Affairs Office, Marine Corps Base, Camp Lejeune, North Carolina
28542-0004, Telephone: [phone]. A limited number of copies of the document are
available to fill single copy requests.
Date

Ray L. Smith
Major General, U.S. Marine Corps
Commanding General
Marine Corps Base, Camp Lejeune
ii
4 WED 7:58 AM P. 17
air-sparging/so il -vapor extraction system to remediate hydrocarbon contamination in the soils
adjacent to the underground storage tanks (Personal Communication, 16 September 1998,
Mr. Thomas Morris, Environmental Protection Specialist, Environmental Management
Department, Camp Lejeune).
. Once the third party food/gas station is completed, the existing food service restaurant
located at the Marine Corps Exchange (AS-4040) would be moved to its new facility. The
Marine Corps Exchange (AS-4040) would either lease the vacated food service area to another
commercial establishment or expand its own facility into the area.
This alternative would require that all personnel using the existing commissary (AS-414)
would have to drive to the commissary located at Camp Lejeune. The Commercial Activity
Area Without the Commissary Alternative was considered and dismissed because it does not
meet the project purpose and need. The environmental impacts of the Commercial Activity
Area Without the Commissary Alternative are not discussed in Chapters 3 and 4 of the EA.
2.3 Selection of Preferred Alternative
When considering potential adverse impacts to the existing training facilities at Camp
Geiger, the safety of personnel crossing Curtis Road, and the satisfaction of the project
objective and need, the Curtis Road South Alternative is the preferred alternative.
3.0 AFFECTED ENVIRONMENT
This section describes the environment of the area which would be affected by
construction of the Proposed Action at MCAS, New River.
3.1 Physical Environment
3.1.1 Soils - The Onslow County Soil Survey (Barnhill, 1992) shows three different soil map
units in the project area. They are Baymeade fine sand, 0 to 6 percent slopes (BaB); Onslow
loamy fine sand (On); and Woodington loamy fine sand (Wo). Onslow loamy fine sand (On) is
mapped over most of the project area. Onslow loamy fine sand (On) is nearly level, moderately
well drained, and somewhat poorly drained soil near shallow drainageways on uplands. The
seasonal high water table is from 1.5 to 3.0 feet below the surface. Seasonal wetness,
seepage, summer droughtiness, and instability of ditchbanks and trench walls are the main
limitations of the Onslow loamy fine sand.
Baymeade fine sand, 0 to 6 percent, is found along the southern project boundary.
Baymeade fine sand, 0 to 6 percent slopes, is a well-drained soil occurring on upland areas.
The seasonal high, water table ranges from 4 to 5 feet below the ground surface. This soil
provides a good support base for most structures. Main limitations affecting building site
activity are the instability of ditchbanks, trench walls, and seepage.
Woodington loamy fine sand (Wo) is mapped in the northern tip of the project area next to
the Marine Federal Credit Union. This nearly level, poorly drained soil is on uplands. The
44W-1 seasonal high water table is 0.5 to 1.0 feet below the surface. The soil is occasionally ponded
/WED 7:59 AM
P. 18
in low areas, The main limitations of this soil are wetness, seepage, and the instability of
ditchbanks and trench walls.
3.1,2 Topography and Surface Water - The elevation of the project area ranges from 25 to
30 feet above mean sea level (m.s.l.). The nearly level terrain drains to the south and west into
a drainage ditch located to the west of the project area. The drainage ditch flows into an
unnamed tributary of Southwest Creek. Southwest Creek is a tributary of the New River which
flows into the Atlantic Ocean.
3.1.3 Water Quality - The North Carolina Department of Environment and Natural Resources
(formerly the North Carolina Department of Environment, Health, and Natural Resources
[NCDEHNR]) assigns classifications to the waters of the State. Water quality data for the
unnamed tributary of Southwest Creek carries the same classification as Southwest Creek.
Southwest Creek is classified as a Fresh Water Class C, NSW. Class C refers to the best
usage for the water which is aquatic life propagation and survival, fishing, wildlife, secondary
recreation, and agriculture. NSW is Nutrient Sensitive Waters which require limitations on
nutrient inputs, usually nitrogen and phosphorus (NCDEHNR, 1991).
3.1.4 Air Quality - The ambient concentrations of pollutants in Onslow County are well below
national standards for the following: total suspended particulates, sulfur dioxide, carbon
monoxide, ozone, nitrogen oxides, and lead. Therefore, MCAS, New River, is in attainment
with the Clean Air Act National Ambient Air Quality Standards for all the criteria pollutants
(Personal Communication, 24 June 1998, Mr. Brad Newland, Engineer, North Carolina
Department of Environment and Natural Resources, Division of Air Quality). The project is in
compliance with Section 176 (c) of the Clean Air Act, as amended. A conformity determination
is not required for the following reasons.
a. 40 CFR 93.153 (b), "For Federal actions not covered by paragraph (a) of this section, a
conformity determination is required for each pollutant where the total of direct and indirect
emissions in a nonattainment or maintenance area caused by a Federal action would equal or
exceed any of the rates in paragraphs (b) (1) or (2) of this section." Onslow County has been
designated by the State of North Carolina as an attainment area.
b, No Volatile Organic Compounds (VOC) or Nitrogen Oxides (NOX) would be produced
by the proposed construction; therefore, a conformity determination would not be required.
3.1.5 Noise - MCAS, New River, has Air Installation Compatible Use Zones (AICUZ) for its
airfields, The AICUZ study for MCAS, New River, lists noise zones and indicates land uses
compatible with the noise levels. Three levels of noise zones are delineated to describe noise
impacts. The proposed project is located within Noise zone 1. Noise Zone 1 is defined as an
area of no impact from environmental noise and noise generated is generally acceptable to the
population in that area (Radian Corporation, 1996).
3.1.6 Cultural Resources - Investigations of historic and archaeological resources were
conducted in accordance with Section 106 of the National Historic Preservation Act, 16 U.S.C.
§§ 470 et seq., and the Secretary of the Interior's Standards and Guidelines
(48 F,R. 44720-23).
+0--1
T -'2-99 WED 7: 51 AM

FINDING OF NO SIGNIFICANT IMPACT
AND
X FINAL ENVIRONMENTAL ASSESSMENT
FOR
P. 3
ER-98-120
THE NEW COMMISSARY (P-449) AND COMMERCIAL. ACTIVITY AREA
AT MARINE CORPS AIR STATION, NEW RIVER
Onslow County, North Carolina
PREPARED BY;
DEPARTMENT OF THE ARMY
U.S. ARMY ENGINEER DISTRICT, WILMINGTON
CORPS OF ENGINEERS
WILMINGTON, NORTH CAROLINA

OCTOBER 1998

'g-99 WED 7:51 AM

FINDING OF NO SIGNIFICANT IMPACT
AND
FINAL ENVIRONMENTAL ASSESSMENT FOR THE NEW COMMISSARY (P-449) AND
COMMERCIAL. ACTIVITY AREA AT MARINE CORPS AIR STATION, NEW RIVER
ONSLOW COUNTY, NORTH CAROLINA
P, 4
Pursuant to the Council on Environmental Quality regulations (40 Code of Federal
Regulations 1500-1508) implementing procedural provisions of the National Environmental
Policy Act, Marine Corps Base, Camp Lejeune, gives notice that an Environmental Assessment
(EA) and Finding of No Significant Impact (FONSI) have been prepared for the New
Commissary (P-449) and Commercial Activity Area at the Marine Corps Air Station (MCAS),
New River, Onslow County, North Carolina, The MCAS proposes to construct the new
commissary (P-449) and commercial activity area adjacent to the existing community shopping
center off Curtis Road. The Marine Corps Exchange (AS-4040) and the Marine Federal Credit
Union are presently located within the community shopping center and were opened in 1982
and 1996, respectively. The new commissary and commercial activity area will provide easy
access to a convenient, multiservice shopping area, The objective of the proposed project is to
replace an inadequate and poorly located facility and to consolidate on-base shopping into one
area.
The EA addresses impacts associated with the future activity of the 25-acre project area
on the MCAS, The construction of the new commissary (P-449) and commercial activity area
adjacent to the existing community shopping center off Curtis Road is the Proposed Action and
the preferred alternative. The No Action Alternative involves leaving the existing commissary
(AS-414) within a congested industrial complex, surrounded by aircraft hangars and office
buildings with little or no parking. Therefore, the No Action Alternative does not meet the
project objective. Implementation of the No Action Alternative would not cause any adverse
impacts to natural resources or the physical environment. Two other alternatives were
considered but dismissed in the EA since they did not meet the project purpose and need.
The Proposed Action includes the construction of: (1) the approximately
45,000-square-foot Defense Commissary Agency (DeCA) commissary with paved parking for
about 130 vehicles; (2) a third party food/gas station; and (3) the remaining acres set aside for
future commercial development. Future commercial activities may include additional service
and retail oriented shopping, recreational facilities, and the required parking facilities necessary
for these future commercial activity areas. The Proposed Action Alternative meets the project
objective,
The Proposed Action Alternative will impact 25 acres of natural resources and the
physical environment. However, the project area has been designated as a commercial
development area in the Base Master Plan. Less than 1 acre of isolated Section 404 wetlands
will be impacted by the proposed action. These isolated wetlands may be filled if the MCAS
obtains the required Nationwide Permit No. 26 from the U.S. Army Corps of Engineers,
Wilmington District, Regulatory Division. No mitigation will be required for the Proposed Action,
The Proposed Action will not adversely impact air or water quality, surface or ground water,
terrestrial resources, threatened or endangered species, geology, or cultural resources. There
are no hazardous waste sites or 100-year floodplains in the project area. All applicable local,
State, and Federal permits will be obtained before work commences onsite. Overall traffic
volume may increase due to the new commissary and commercial activity area. If future traffic
volume increases, a new traffic light or other traffic control measures may be evaluated.
Additionally, the Proposed Action will not adversely impact other base operations or facilities.
. ;Z-99 WED 7; 52 AM
P, 5
The new commissary (P-449) and commercial activity area will benefit personnel from both
Camp Geiger and the MCAS, as well as retired personnel from off base.
Based on information gathered during preparation of the EA, the Marine Corps finds that
the new commissary (P-449) and commercial activity area will not significantly impact the
human environment; therefore an Environmental Impact Statement will not be prepared. The
EA addressing this action is on file and may be reviewed by interested parties at: Commanding
General, Consolidated Public Affairs Office, Marine Corps Base, Camp Lejeune, North Carolina
28542-0004, Telephone: [phone]. A limited number of copies of the document are
available to fill single copy requests.
Date

Ray L. Smith
Major General, U.S. Marine Corps
Commanding General
Marine Corps Base, Camp Lejeune
ii
/ WED 7; 58 AM F. 17
air-sparging/soil-vapor extraction system to remediate hydrocarbon contamination in the soils
adjacent to the underground storage tanks (Personal Communication, 16 September 1998,
Mr. Thomas Morris, Environmental Protection Specialist, Environmental Management
Department, Camp Lejeune).
Once the third party food/gas station is completed, the existing food service restaurant
located at the Marine Corps Exchange (AS-4040) would be moved to its new facility. The
Marine Corps Exchange (AS-4040) would either lease the vacated food service area to another
commercial establishment or expand its own facility into the area.
This alternative would require that all personnel using the existing commissary (AS-414)
would have to drive to the commissary located at Camp Lejeune. The Commercial Activity
Area Without the Commissary Alternative was considered and dismissed because it does not
meet the project purpose and need. The environmental impacts of the Commercial Activity
Area Without the Commissary Alternative are not discussed in Chapters 3 and 4 of the EA.
2.3 Selection of Preferred Alternative
When considering potential adverse impacts to the existing training facilities at Camp
Geiger, the safety of personnel crossing Curtis Road, and the satisfaction of the project
objective and need, the Curtis Road South Alternative is the preferred alternative.
3.0 AFFECTED ENVIRONMENT
This section describes the environment of the area which would be affected by
construction of the Proposed Action at MCAS, New River.
3.1 Physical Environment
3.1.1 Soils - The Onslow County Soil Survey (Barnhill, 1992) shows three different soil map
units in the project area. They are Baymeade fine sand, o to 6 percent slopes (BaB); Onslow
loamy fine sand (On); and Woodington loamy fine sand (Wo). Onslow loamy fine sand (On) is
mapped over most of the project area. Onslow loamy fine sand (On) is nearly level, moderately
well drained, and somewhat poorly drained soil near shallow drainageways on uplands- The
seasonal high water table is from 1.5 to 3.0 feet below the surface. Seasonal wetness,
seepage, summer droughtiness, and instability of ditchbanks and trench walls are the main
limitations of the Onslow loamy fine sand.
Baymeade fine sand, 0 to 6 percent, is found along the southern project boundary.
Baymeade fine sand, 0 to 6 percent slopes, is a well-drained soil occurring on upland areas.
The seasonal high,water table ranges from 4 to 5 feet below the ground surface. This soil
provides a good support base for most structures. Main limitations affecting building site
activity are the instability of ditchbanks, trench walls, and seepage.
Woodington loamy fine sand (Wo) is mapped in the northern tip of the project area next to
the Marine Federal Credit Union. This nearly level, poorly drained soil is on uplands. The
seasonal high water table is 0.5 to 1.0 feet below the surface. The soil is occasionally ponded
D 7: 59 AM
P. 18
in low areas. The main limitations of this soil are wetness, seepage, and the instability of
ditchbanks and trench walls.
3.1,2 Topography and Surface Water - The elevation of the project area ranges from 25 to
30 feet above mean sea level (m.s.l.). The nearly level terrain drains to the south and west into
a drainage ditch located to the west of the project area. The drainage ditch flows into an
unnamed tributary of Southwest Creek. Southwest Creek is a tributary of the New River which
flows into the Atlantic Ocean.
3.1.3 Water Quality - The North Carolina Department of Environment and Natural Resources
(formerly the North Carolina Department of Environment, Health, and Natural Resources
CNCDEHNRj) assigns classifications to the waters of the State. Water quality data for the
unnamed tributary of Southwest Creek carries the same classification as Southwest Creek.
Southwest Creek is classified as a Fresh Water Class C, NSW. Class C refers to the best
usage for the water which is aquatic life propagation and survival, fishing, wildlife, secondary
recreation, and agriculture. NSW is Nutrient Sensitive Waters which require limitations on
nutrient inputs, usually nitrogen and phosphorus (NCDEHNR, 1991).
3.1.4 Air Quality - The ambient concentrations of pollutants in Onslow County are well below
national standards for the following: total suspended particulates, sulfur dioxide, carbon
monoxide, ozone, nitrogen oxides, and lead. Therefore, MCAS, New River, is in attainment
with the Clean Air Act National Ambient Air Quality Standards for all the criteria pollutants
(Personal Communication, 24 June 1998, Mr. Brad Newland, Engineer, North Carolina
Department of Environment and Natural Resources, Division of Air Quality). The project is in
compliance with Section 176 (c) of the Clean Air Act, as amended. A conformity determination
is not required for the following reasons.
a. 40 CFR 93.153 (b), "For Federal actions not covered by paragraph (a) of this section, a
conformity determination is required for each pollutant where the total of direct and indirect
emissions in a nonattainment or maintenance area caused by a Federal action would equal or
exceed any of the rates in paragraphs (b) (1) or (2) of this section." Onslow County has been
designated by the State of North Carolina as an attainment area.
b. No Volatile Organic Compounds (VOC) or Nitrogen Oxides (NOX) would be produced
by the proposed construction; therefore, a conformity determination would not be required.
3.1.5 Noise - MCAS, New River, has Air Installation Compatible Use Zones (AICUZ) for its
airfields. The AICUZ study for MCAS, New River, lists noise zones and indicates land uses
compatible with the noise levels. Three levels of noise zones are delineated to describe noise
impacts. The proposed project is located within Noise zone 1. Noise Zone 1 is defined as an
area of no impact from environmental noise and noise generated is generally acceptable to the
population in that area (Radian Corporation, 1996).
3.1.6 Cultural Resources - Investigations of historic and archaeological resources were
conducted in accordance with Section 106 of the National Historic Preservation Act, 16 U.S.C.
§§ 470 et seq., and the Secretary of the Interior's Standards and Guidelines
(48 F.R. 44720-23).
`.-DFG42-99 WED 7: 51 AM

FINDING OF NO SIGNIFICANT IMPACT
AND
FINAL ENVIRONMENTAL ASSESSMENT
FOR
P. 3
ER-98-120
THE NEW COMMISSARY (P-449) AND COMMERCIAL ACTIVITY AREA
AT MARINE CORPS AIR STATION, NEW RIVER
Onslow County, North Carolina
PREPARED BY:
DEPARTMENT OF THE ARMY
U.S. ARMY ENGINEER DISTRICT, WILMINGTON
CORPS OF ENGINEERS
WILMINGTON, NORTH CAROLINA
-04
OCTOBER 1998
42-99 WED 7:51 AM

FINDING OF NO SIGNIFICANT IMPACT
AND
FINAL ENVIRONMENTAL ASSESSMENT FOR THE NEW COMMISSARY (P-449) AND
COMMERCIAL. ACTIVITY AREA AT MARINE CORPS AIR STATION, NEW RIVER
ONSLOW COUNTY, NORTH CAROLINA
Pursuant to the Council on Environmental Quality regulations (40 Code of Federal
Regulations 1500-1508) implementing procedural provisions of the National Environmental
Policy Act, Marine Corps Base, Camp Lejeune, gives notice that an Environmental Assessment
(EA) and Finding of No Significant Impact (FONSI) have been prepared for the New
Commissary (P-449) and Commercial Activity Area at the Marine Corps Air Station (MCA$),
New River, Onslow County, North Carolina. The MCAS proposes to construct the new
commissary (P-449) and commercial activity area adjacent to the existing community shopping
center off Curtis Road. The Marine Corps Exchange (AS-4040) and the Marine Federal Credit
Union are presently located within the community shopping center and were opened in 1982
and 1996, respectively, The new commissary and commercial activity area will provide easy
access to a convenient, multiservice shopping area, The objective of the proposed project is to
replace an inadequate and poorly located facility and to consolidate on-base shopping Into one
area.
The EA addresses impacts associated with the future activity of the 25-acre project area
on the MCAS, The construction of the new commissary (P-449) and commercial activity area
adjacent to the existing community shopping center off Curtis Road is the Proposed Action and
the preferred alternative. The No Action Alternative involves leaving the existing commissary
(AS-414) within a congested industrial complex, surrounded by aircraft hangars and office
buildings with little or no parking. Therefore, the No Action Alternative does not meet the
project objective. Implementation of the No Action Alternative would not cause any adverse
impacts to natural resources or the physical environment. Two other alternatives were
considered but dismissed in the EA since they did not meet the project purpose and need.
The Proposed Action includes the construction of: (1) the approximately
45,000-square-foot Defense Commissary Agency (DeCA) commissary with paved parking for
about 130 vehicles; (2) a third party food/gas station; and (3) the remaining acres set aside for
future commercial development. Future commercial activities may include additional service
and retail oriented shopping, recreational facilities, and the required parking facilities necessary
for these future commercial activity areas. The Proposed Action Alternative meets the project
objective,
The Proposed Action Alternative will impact 25 acres of natural resources and the
physical environment. However, the project area has been designated as a commercial
development area in the Base Master Plan, Less than 1 acre of isolated Section 404 wetlands
will be impacted by the proposed action. These isolated wetlands may be filled if the MCAS
obtains the required Nationwide Permit No. 26 from the U.S. Army Corps of Engineers,
Wilmington District, Regulatory Division. No mitigation will be required for the Proposed Action.
The Proposed Action will not adversely impact air or water quality, surface or ground water,
terrestrial resources, threatened or endangered species, geology, or cultural resources. There
are no hazardous waste sites or 100-year floodplains in the project area, All applicable local,
State, and Federal permits will be obtained before work commences onsite. Overall traffic
volume may increase due to the new commissary and commercial activity area. If future traffic
volume increases, a new traffic light or other traffic control measures may be evaluated.
Additionally, the Proposed Action will not adversely impact other base operations or facilities.
P, 4

.1-99 WED 7:52 AM
P. 5
The new commissary (P-449) and commercial activity area will benefit personnel from both
Camp Geiger and the MCAS, as well as retired personnel from off base.
Based on information gathered during preparation of the EA, the Marine Corps finds that
the new commissary (P-449) and commercial activity area will not significantly impact the
human environment; therefore an Environmental Impact Statement will not be prepared. The
EA addressing this action is on file and may be reviewed by interested parties at. Commanding
General, Consolidated Public Affairs Office, Marine Corps Base, Camp Lejeune, North Carolina
28542-0004, Telephone: [phone]. A limited number of copies of the document are
available to fill single copy requests.
Date
Ray L. Smith
Major General, U.S. Marine Corps
Commanding General
Marine Corps Base, Camp Lejeune
ii
WED 7: 5 8 AM
P. 17
air-sparging/soil-vapor extraction system to remediate hydrocarbon contamination in the soils
adjacent to the underground storage tanks (Personal Communication, 16 September 1998,
Mr. Thomas Morris, Environmental Protection Specialist, Environmental Management
Department, Camp Lejeune).
. Once the third party food/gas station is completed, the existing food service restaurant
located at the Marine Corps Exchange (AS-4040) would be moved to its new facility. The
Marine Corps Exchange (AS-4040) would either lease the vacated food service area to another
commercial establishment or expand its own facility into the area.
This alternative would require that all personnel using the existing commissary (AS-414)
would have to drive to the commissary located at Camp Lejeune. The Commercial Activity
Area Without the Commissary Alternative was considered and dismissed because it does not
meet the project purpose and need. The environmental impacts of the Commercial Activity
Area Without the Commissary Alternative are not discussed in Chapters 3 and 4 of the EA.
2.3 Selection of Preferred Alternative
When considering potential adverse impacts to the existing training facilities at Camp
Geiger, the safety of personnel crossing Curtis Road, and the satisfaction of the project
objective and need, the Curtis Road South Alternative is the preferred alternative.
3.0 AFFECTED ENVIRONMENT
This section describes the environment of the area which would be affected by
construction of the Proposed Action at MCAS, New River.
3.1 Physical Environment
3.1.1 Soils - The Onslow County Soil Survey (Barnhill, 1992) shows three different soil map
units in the project area. They are Baymeade fine sand, 0 to 6 percent slopes (BaB); Onslow
loamy fine sand (On); and Woodington loamy fine sand (Wo). Onslow loamy fine sand (On) is
mapped over most of the project area. Onslow loamy fine sand (On) is nearly level, moderately
well drained, and somewhat poorly drained soil near shallow drainageways on uplands. The
seasonal high water table is from 1.5 to 3.0 feet below the surface. Seasonal wetness,
seepage, summer droughtiness, and instability of ditchbanks and trench walls are the main
limitations of the Onslow loamy fine sand.
Baymeade fine sand, 0 to 6 percent, is found along the southern project boundary.
Baymeade fine sand, 0 to 6 percent slopes, is a well-drained soil occurring on upland areas.
The seasonal high,water table ranges from 4 to 5 feet below the ground surface. This soil
provides a good support base for most structures. Main limitations affecting building site
activity are the instability of ditchbanks, trench walls, and seepage.
Woodington loamy fine sand (Wo) is mapped in the northern tip of the project area next to
the Marine Federal Credit Union. This nearly level, poorly drained soil is on uplands. The
seasonal high water table is 0.5 to 1.0 feet below the surface. The soil is occasionally ponded
/WED 7: 59 AM
in low areas. The main limitations of this soil are wetness, seepage, and the instability of
ditchbanks and trench walls.
3.1,2 Topography and Surface Water - The elevation of the project area ranges from 25 to
30 feet above mean sea level (m.s.l.). The nearly level terrain drains to the south and west into
a drainage ditch located to the west of the project area. The drainage ditch flows into an
unnamed tributary of Southwest Creek. Southwest Creek is a tributary of the New River which
flows into the Atlantic Ocean.
3.1.3 Water Quality - The North Carolina Department of Environment and Natural Resources
(formerly the North Carolina Department of Environment, Health, and Natural Resources
[NCDEHNRj) assigns classifications to the waters of the State. Water quality data for the
unnamed tributary of Southwest Creek carries the same classification as Southwest Creek.
Southwest Creek is classified as a Fresh Water Class C, NSW. Class C refers to the best
usage for the water which is aquatic life propagation and survival, fishing, wildlife, secondary
recreation, and agriculture. NSW is Nutrient Sensitive Waters which require limitations on
nutrient inputs, usually nitrogen and phosphorus (NCDEHNR, 1991).
3.1.4 Air Quality - The ambient concentrations of pollutants in Onslow County are well below
national standards for the following: total suspended particulates, sulfur dioxide, carbon
monoxide, ozone, nitrogen oxides, and lead. Therefore, MCAS, New River, is in attainment
with the Clean Air Act National Ambient Air Quality Standards for all the criteria pollutants
(Personal Communication, 24 June 1998, Mr. Brad Newland, Engineer, North Carolina
Department of Environment and Natural Resources, Division of Air Quality). The project is in
compliance with Section 176 (c) of the Clean Air Act, as amended. A conformity determination
is not required for the following reasons.
a. 40 CFR 93.153 (b), "For Federal actions not covered by paragraph (a) of this section, a
conformity determination is required for each pollutant where the total of direct and indirect
emissions in a nonattainment or maintenance area caused by a Federal action would equal or
exceed any of the rates in paragraphs (b) (1) or (2) of this section." Onslow County has been
designated by the State of North Carolina as an attainment area.
b. No Volatile Organic Compounds (VOC) or Nitrogen Oxides (NOX) would be produced
by the proposed construction; therefore, a conformity determination would not be required.
3,1.5 Noise - MCAS, New River, has Air Installation Compatible Use Zones (AICUZ) for its
airfields. The AICUZ study for MCAS, New River, lists noise zones and indicates land uses
compatible with the noise levels. Three levels of noise zones are delineated to describe noise
impacts. The proposed project is located within Noise Zone 1. Noise Zone 1 is defined as an
area of no impact from environmental noise and noise generated is generally acceptable to the
population in that area (Radian Corporation, 1996).
3.1.6 Cultural Resources - Investigations of historic and archaeological resources were
conducted in accordance with Section 106 of the National Historic Preservation Act, 16 U.S,C.
§§ 470 et seq., and the Secretary of the Interior's Standards and Guidelines
(48 F.R. 44720-23).
w?
P, 18
8
.R2-99 WED 7:51 AM

FINDING OF NO SIGNIFICANT IMPACT
AND
FINAL ENVIRONMENTAL ASSESSMENT
FOR
P. 3
ER-98-120
THE NEW COMMISSARY (P-449) AND COMMERCIAL, ACTIVITY AREA
AT MARINE CORPS AIR STATION, NEW RIVER
Onslow County, North Carolina
PREPARED BY;
DEPARTMENT OF THE ARMY
U.S. ARMY ENGINEER DISTRICT, WILMINGTON
CORPS OF ENGINEERS
WILMINGTON, NORTH CAROLINA

OCTOBER 1998
,12-99 WED 7; 51 AM P, 4

FINDING OF NO SIGNIFICANT IMPACT
AND
FINAL ENVIRONMENTAL ASSESSMENT FOR THE NEW COMMISSARY (P-449) AND
COMMERCIAL. ACTIVITY AREA AT MARINE CORPS AIR STATION, NEW RIVER
ONSLOW COUNTY, NORTH CAROLINA
Pursuant to the Council on Environmental Quality regulations (40 Code of Federal
Regulations 1500-1508) implementing procedural provisions of the National Environmental
Policy Act, Marine Corps Base, Camp Lejeune, gives notice that an Environmental Assessment
(EA) and Finding of No Significant Impact (FONSI) have been prepared for the New
Commissary (P-449) and Commercial Activity Area at the Marine Corps Air Station (MCAS),
New River, Onslow County, North Carolina. The MCAS proposes to construct the new
commissary (P-449) and commercial activity area adjacent to the existing community shopping
center off Curtis Road. The Marine Corps Exchange (AS-4040) and the Marine Federal Credit
Union are presently located within the community shopping center and were opened in 1982
and 1996, respectively. The new commissary and commercial activity area will provide easy
access to a convenient, multiservice shopping area, The objective of the proposed project is to
replace an inadequate and poorly located facility and to consolidate on-base shopping into one
area,
The EA addresses impacts associated with the future activity of the 25-acre project area
on the MCAS, The construction of the new commissary (P-449) and commercial activity area
adjacent to the existing community shopping center off Curtis Road is the Proposed Action and
the preferred alternative. The No Action Alternative involves leaving the existing commissary
(AS-414) within a congested industrial complex, surrounded by aircraft hangars and office
buildings with little or no parking. Therefore, the No Action Alternative does not meet the
project objective, Implementation of the No Action Alternative would not cause any adverse
impacts to natural resources or the physical environment. Two other alternatives were
considered but dismissed in the EA since they did not meet the project purpose and need.
The Proposed Action includes the construction of: (1) the approximately
45,000-square-foot Defense Commissary Agency (DeCA) commissary with paved parking for
about 130 vehicles; (2) a third party food/gas station; and (3) the remaining acres set aside for
future commercial development. Future commercial activities may include additional service
and retail oriented shopping, recreational facilities, and the required parking facilities necessary
for these future commercial activity areas, The Proposed Action Alternative meets the project
objective,
The Proposed Action Alternative will impact 25 acres of natural resources and the
physical environment. However, the project area has been designated as a commercial
development area in the Base Master Plan. Less than 1 acre of isolated Section 404 wetlands
will be impacted by the proposed action. These isolated wetlands may be filled if the MCAS
obtains the required Nationwide Permit No. 26 from the U.S. Army Corps of Engineers,
Wilmington District, Regulatory Division. No mitigation will be required for the Proposed Action,
The Proposed Action will not adversely impact air or water quality, surface or ground water,
terrestrial resources, threatened or endangered species, geology, or cultural resources, There
are no hazardous waste sites or 100-year floodplains in the project area. All applicable local,
State, and Federal permits will be obtained before work commences onsite. Overall traffic
volume may increase due to the new commissary and commercial activity area. If future traffic
volume increases, a new traffic light or other traffic control measures may be evaluated.
Additionally, the Proposed Action will not adversely impact other base operations or facilities.
--,2=99 WED 7: 52 AM
P. 5
The new commissary (P-449) and commercial activity area will benefit personnel from both
Camp Geiger and the MCAS, as well as retired personnel from off base.
Based on information gathered during preparation of the EA, the Marine Corps finds that
the new commissary (P-449) and commercial activity area will not significantly impact the
human environment; therefore an Environmental Impact Statement will not be prepared. The
EA addressing this action is on file and may be reviewed by interested parties at; Commanding
General, Consolidated Public Affairs Office, Marine Corps Base, Camp Lejeune, North Carolina
28542-0004, Telephone: [phone]. A limited number of copies of the document are
available to fill single copy requests.
Date

Ray L. Smith
Major General, U.S. Marine Corps
Commanding General
Marine Corps Base, Camp Lejeune
ii
WED 7: 58 AM
P. 17
air-sparging/s oil -vapor extraction system to remediate hydrocarbon contamination in the soils
adjacent to the underground storage tanks (Personal Communication, 16 September 1998,
Mr. Thomas Morris, Environmental Protection Specialist, Environmental Management
Department, Camp Lejeune).
Once the third party food/gas station is completed, the existing food service restaurant
located at the Marine Corps Exchange (AS-4040) would be moved to its new facility. The
Marine Corps Exchange (AS-4040) would either lease the vacated food service area to another
commercial establishment or expand its own facility into the area.
This alternative would require that all personnel using the existing commissary (AS-414)
would have to drive to the commissary located at Camp Lejeune. The Commercial Activity
Area Without the Commissary Alternative was considered and dismissed because it does not
meet the project purpose and need. The environmental impacts of the Commercial Activity
Area Without the Commissary Alternative are not discussed in Chapters 3 and 4 of the EA.
2.3 Selection of Preferred Alternative
When considering potential adverse impacts to the existing training facilities at Camp
Geiger, the safety of personnel crossing Curtis Road, and the satisfaction of the project
objective and need, the Curtis Road South Alternative is the preferred alternative.
3.0 AFFECTED ENVIRONMENT
This section describes the environment of the area which would be affected by
construction of the Proposed Action at MCAS, New River.
3.1 Physical Environment
3.1.1 Soils - The Onslow County Soil Survey (Barnhill, 1992) shows three different soil map
units in the project area. They are Baymeade fine sand, 0 to 6 percent slopes (BaB); Onslow
loamy fine sand (On); and Woodington loamy fine sand (Wo). Onslow loamy fine sand (On) is
mapped over most of the project area. Onslow loamy fine sand (On) is nearly level, moderately
well drained, and somewhat poorly drained soil near shallow drainageways on uplands. The
seasonal high water table is from 1.5 to 3.0 feet below the surface. Seasonal wetness,
seepage, summer droughtiness, and instability of ditchbanks and trench walls are the main
limitations of the Onslow loamy fine sand.
Baymeade fine sand, 0 to 6 percent, is found along the southern project boundary.
Baymeade fine sand, 0 to 6 percent slopes, is a well-drained soil occurring on upland areas.
The seasonal high,water table ranges from 4 to 5 feet below the ground surface. This soil
provides a good support base for most structures. Main limitations affecting building site
activity are the instability of ditchbanks, trench walls, and seepage.
Woodington loamy fine sand (Wo) is mapped in the northern tip of the project area next to
the Marine Federal Credit Union. This nearly level, poorly drained soil is on uplands. The
?..? seasonal high water table is 0.5 to 1.0 feet below the surface. The soil is occasionally ponded
IWED 7:59 AM p 1 g
in low areas. The main limitations of this soil are wetness, seepage, and the instability of
ditchbanks and trench walls.
3.1,2 Topography and Surface Water - The elevation of the project area ranges from 25 to
30 feet above mean sea level (m.s.l.). The nearly level terrain drains to the south and west into
a drainage ditch located to the west of the project area. The drainage ditch flows into an
unnamed tributary of Southwest Creek. Southwest Creek is a tributary of the New River which
flows into the Atlantic Ocean.
3.1.3 Water Qualitv - The North Carolina Department of Environment and Natural Resources
(formerly the North Carolina Department of Environment, Health, and Natural Resources
(NCDEHNR]) assigns classifications to the waters of the State. Water quality data for the
unnamed tributary of Southwest Creek carries the same classification as Southwest Creek.
Southwest Creek is classified as a Fresh Water Class C, NSW. Class C refers to the best
usage for the water which is aquatic life propagation and survival, fishing, wildlife, secondary
recreation, and agriculture. NSW is Nutrient Sensitive Waters which require limitations on
nutrient inputs, usually nitrogen and phosphorus (NCDEHNR, 1991).
3.1.4 Air Quality - The ambient concentrations of pollutants in Onslow County are well below
national standards for the following: total suspended particulates, sulfur dioxide, carbon
monoxide, ozone, nitrogen oxides, and lead. Therefore, MCAS, New River, is in attainment
with the Clean Air Act National Ambient Air Quality Standards for all the criteria pollutants
(Personal Communication, 24 June 1998, Mr. Brad Newland, Engineer, North Carolina
Department of Environment and Natural Resources, Division of Air Quality). The project is in
compliance with Section 176 (c) of the Clean Air Act, as amended. A conformity determination
is not required for the following reasons.
a. 40 CFR 93.153 (b), "For Federal actions not covered by paragraph (a) of this section, a
conformity determination is required for each pollutant where the total of direct and indirect
emissions in a nonattainment or maintenance area caused by a Federal action would equal or
exceed any of the rates in paragraphs (b) (1) or (2) of this section." Onslow County has been
designated by the State of North Carolina as an attainment area.
b. No Volatile Organic Compounds (VOC) or Nitrogen Oxides (NOX) would be produced
by the proposed construction; therefore, a conformity determination would not be required.
3.1.5 Noise - MCAS, New River, has Air Installation Compatible Use Zones (AICUZ) for its
airfields. The AICUZ study for MCAS, New River, lists noise zones and indicates land uses
compatible with the noise levels. Three levels of noise zones are delineated to describe noise
impacts. The proposed project is located within Noise Zone 1. Noise Zone 1 is defined as an
area of no impact from environmental noise and noise generated is generally acceptable to the
population in that area (Radian Corporation, 1996).
3.1.6 Cultural Resources - Investigations of historic and archaeological resources were
conducted in accordance with Section 106 of the National Historic Preservation Act, 16 U.S.C.
§§ 470 et seq., and the Secretary of the Interior's Standards and Guidelines
(48 F.R. 44720-23).
.r
8

SECTION 02900
LANDSCAPING
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes the following:
1. Trees.
2. Shrubs.
3. Ground covers.
4. Plants.
5. Lawns.
6. Topsoil and soil amendments.
7. Fertilizers and mulches.
8. Stakes and guys.
9. Landscape edgings.
B. Related Sections: The following Sections contain requirements that relate to this Section:
1. Division 2 Section "Site Clearing" for protection of existing trees and planting, topsoil stripping and
stockpiling, and site clearing.
2. Division 2 Section "Earthwork" for excavation, filling, rough grading, and subsurface aggregate
drainage and drainage backfill.
12 SUBMITTALS
A. Product certificates signed by manufacturers certifying that their products comply with specified
requirements.
1. Manufacturer's certified analysis for standard products.
2. Analysis for other materials by a recognized laboratory made according to methods established by the
Association of Official Analytical Chemists, where applicable.
3. Label data substantiating that plants, trees, shrubs, and planting materials comply with specified
requirements.
B. Certification of grass seed from seed vendor for each grass-seed mixture stating the botanical and common
name and percentage by weight of each species and variety, and percentage of purity, germination, and weed
seed. Include the year of production and date of packaging.
C. Maintenance instructions recommending procedures to be established by Owner for maintenance of
landscaping during an entire year. Submit before expiration of required maintenance periods.
CEI 1018-95
LANDSCAPING
02900 - 1
1.3 SUBMITTAL LIST - LANDSCAPING
A. Reference Submittal Item uanti Action
1. 1.2A Product Certificates I
2. 1.213 Certification of Grass Seed I
3. 1.2C Maintenance Instructions I
Submit quantity specified in Section 01300.
** Submit quantity specified in the article or paragraph indicated in "Ref." column.
R: Review each submittal, mark to indicate action taken, and return.
I: Submittal is for information or record purposes only. No action will be taken.
1.4 QUALITY ASSURANCE
A. Installer Qualifications: Engage an experienced Installer who has completed landscaping work similar in
material, design, and extent to that indicated for this project and with a record of successful landscape
establishment.
B. Provide quality, size, genus, species, and variety of trees and shrubs indicated, complying with applicable
requirements of ANSI Z60.1 "American Standard for Nursery Stock."
C. Topsoil Analysis: Furnish a soil analysis made by a qualified independent soil-testing agency stating
percentages of organic matter, inorganic matter (silt, clay, and sand), deleterious material, pH, and mineral
and plant-nutrient content of topsoil.
Report suitability of topsoil for growth of applicable planting material. State recommended quantities
of nitrogen, phosphorus, and potash nutrients and any limestone, aluminum sulfate, or other soil
amendments to be added to produce a satisfactory topsoil.
D. Measurements: Measure trees and shrubs according to ANSI Z60.1 with branches and trunks or canes in
their normal position. Do not prune to obtain required sizes. Take caliper measurements 6 inches above
ground for trees up to 4-inch caliper size, and 12 inches above ground for larger sizes. Measure main body
of tree or shrub for height and spread; do not measure branches or roots tip-to-tip.
1.5 DELIVERY, STORAGE, AND HANDLING
A. Packaged Materials: Deliver packaged materials in containers showing weight, analysis, and name of
manufacturer. Protect materials from deterioration during delivery and while stored at site.
B. Seed: Deliver seed in original sealed, labeled, and undamaged containers.
C. Sod: Harvest, deliver, store, and handle sod according to the requirements of the American Sod Producers
Association's (ASPA) "Specifications for Turfgrass Sod Materials and Transplanting/Installing."
D. Trees and Shrubs: Deliver freshly dug trees and shrubs. Do not prune before delivery, except as approved
by Contracting Officer. Protect bark, branches, and root systems from sun scald, drying, sweating, whipping,
and other handling and tying damage. Do not bend or bind-tie trees or shrubs in such a manner as to destroy
natural shape. Provide protective covering during delivery. Do not drop trees and shrubs during delivery.
E. Handle balled and burlapped stock by the root ball.
CEI 1018-95
LANDSCAPING
02900 - 2
F. Deliver trees, shrubs, ground covers, and plants after preparations for planting have been completed and
install immediately. If planting is delayed more than 6 hours after delivery, set planting materials in shade,
protect from weather and mechanical damage, and keep roots moist.
1. Do not remove container-grown stock from containers before time of planting.
2. Do not deliver plant material to the site any more than 48 hours prior to installation.
1.6 PROJECT CONDITIONS
A. Utilities: Determine location of above grade and underground utilities and perform work in a manner which
will avoid damage. Hand excavate, as required. Maintain grade stakes until removal is mutually agreed upon
by parties concerned.
B. Excavation: When conditions detrimental to plant growth are encountered, such as rubble fill, adverse
drainage conditions, or obstructions, notify Contracting Officer before planting.
1.7 COORDINATION AND SCHEDULING
A. Coordinate installation of planting materials during normal planting seasons for each type of plant material
required.
1.8 WARRANTY
A. General Warranty: The special warranty specified in this Article shall not deprive the Owner of other rights
the Owner may have under other provisions of the Contract Documents and shall be in addition to, and run
concurrent with, other warranties made by the Contractor under requirements of the Contract Documents.
B. Special Warranty: Warrant the following living planting materials for a period of one year after date of
Substantial Completion, against defects including death and unsatisfactory growth, except for defects
resulting from lack of adequate maintenance, neglect, or abuse by Owner, abnormal weather conditions
unusual for warranty period, or incidents that are beyond Contractor's control.
1. Trees.
2. Shrubs.
3. Ground covers.
4. Plants.
C. Remove and replace dead planting materials immediately unless required to plant in the succeeding planting
season.
1.9 TREE AND SHRUB MAINTENANCE
A. Maintain trees and shrubs by pruning, cultivating, watering, weeding, fertilizing, restoring planting saucers,
tightening and repairing stakes and guy supports, and resetting to proper grades or vertical position, as
required to establish healthy, viable plantings. Spray as required to keep trees and shrubs free of insects and
disease. Restore or replace damaged tree wrappings. Maintain trees and shrubs for the following period:
Maintenance Period: 12 months following building occupancy date.
CEI 1018-95
LANDSCAPING
02900 - 3
1.10 LAWN MAINTENANCE
A. Begin maintenance of lawns immediately after each area is planted and continue until acceptable lawn is
established, but for not less than the following periods:
1. Seeded Lawns: 12 months following building occupancy date.
a. When full maintenance period has not elapsed before end of planting season, or if lawn is not
fully established at that time, continue maintenance during next planting season.
Sodded Lawns: 12 months following building occupancy date.
B. Maintain and establish lawns by watering, fertilizing, weeding, replanting, and other operations. Roll,
regrade, and replant bare or eroded areas and remulch to produce a uniformly smooth lawn.
C. Watering: Provide and maintain temporary piping, hoses, and lawn-watering equipment to convey water
from sources and to keep lawns uniformly moist to a depth of 4 inches. The Contractor shall not be
responsible for watering of the lawn after the building occupancy date.
Water lawn at the minimum rate of I inch per week.
D. Mow lawns as soon as there is enough top growth to cut with mower set at specified height for principal
species planted. Repeat mowing as required to maintain specified height without cutting more than 40
percent of the grass height. Remove no more than 40 percent of grass-leaf growth in initial or subsequent
mowings. Do not delay mowing until grass blades bend over and become matted. Do not mow when grass
is wet.
E. Postfertilization: Apply fertilizer to lawn after first mowing and when grass is dry.
Use fertilizer that will provide actual nitrogen of at least 1 lb per 1000 sq. ft. of lawn area.
1.11 SATISFACTORY LAWN
A. Seeded lawns will be satisfactory provided requirements, including maintenance, have been met and a
healthy, uniform, close stand of grass is established, free from weeds, bare spots exceeding 5 by 5 inches,
and surface irregularities.
B. Sodded lawns will be satisfactory provided requirements, including maintenance, have been met and a health,
well-rooted, even-colored, viable lawn is established, free of weeds, open joints, bare areas and surface
irregularities.
C. Replant lawns that do not meet requirements and continue maintenance until lawns are satisfactory.
PART 2 - PRODUCTS
2.1 TREE AND SHRUB MATERIAL
A. General: Furnish nursery-grown trees and shrubs conforming to ANSI Z60.1, with healthy root systems
developed by transplanting or root pruning. Provide well-shaped, fully-branched, healthy, vigorous stock
CEI 1018-95
LANDSCAPING
02900 - 4
free of disease, insects, eggs, larvae, and defects such as knots, sun scald, injuries, abrasions, and
disfigurement.
B. Grade: Provide trees and shrubs of sizes and grades conforming to ANSI Z60.1 for type of trees and shrubs
required. Trees and shrubs of a larger size may be used if acceptable to Contracting Officer, with a
proportionate increase in size of roots or balls.
C. Label each tree and shrub with securely attached, waterproof tag bearing legible designation of botanical and
common name.
2.2 SHADE AND FLOWERING TREES
A. Shade Trees: Single-stem trees with straight trunk, well-balanced crown, and intact leader, of height and
caliper indicated, conforming to ANSI Z60.1 for type of trees required.
B. Small Trees: Small upright or spreading type, branched or pruned naturally according to species and type,
and with relationship of caliper, height, and branching recommended by ANSI Z60.1, and stem form as
follows:
1. Form: Single stem.
2. Form: Multistem, clump, with 2 or more main stems.
C. Provide balled and burlapped trees.
2.3 DECIDUOUS SHRUBS
A. Form and Size: Deciduous shrubs with not less than the minimum number of canes required by and
measured according to ANSI Z60.1 for type, shape, and height of shrub.
B. Provide balled and burlapped deciduous shrubs.
Container-grown deciduous shrubs will he acceptable in lieu of balled and burlapped deciduous
shrubs subject to meeting ANSI Z60.1 limitations for container stock.
2.4 CONIFEROUS EVERGREENS
A. Form and Size: Normal-quality, well-balanced, coniferous evergreens, of type, height, spread, and shape
required, conforming to ANSI Z60.1.
B. Form and Size: Specimen-quality, exceptionally heavy, tightly knit, symmetrically shaped coniferous
evergreens of the following grade:
C. Provide balled and burlapped coniferous evergreens.
Container-grown coniferous evergreens will be acceptable in lieu of balled and burlapped coniferous
evergreens subject to meeting ANSI Z60.1 limitations for container stock.
CEI 1015-95
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02900 - 5
2.5 BROADLEAF EVERGREENS
A. Form and Size: Normal-quality, well-balanced, broadleaf evergreens, of type, height, spread, and shape
required, conforming to ANSI Z60.1.
B. Provide balled and burlapped broadleaf evergreens.
Container-grown broadleaf evergreens will be acceptable in lieu of balled and burlapped broadleaf
evergreens subject to meeting ANSI Z60.1 limitations for container stock.
2.6 GROUND COVERS AND PLANTS
A. Provide ground covers and plants established and well rooted in removable containers or integral peat pots
and with not less than the minimum number and length of runners required by ANSI Z60.1 for the pot size
indicated.
2.7 GRASS MATERIALS
A. Grass Seed: Fresh, clean, dry, new-crop seed complying with the Association of Official Seed Analysts'
"Rules for Testing Seeds" for purity and germination tolerances.
1. Seed Mixture: Provide seed of grass species and varieties, proportions by weight, and minimum
percentages of purity, germination, and maximum percentage of weed seed as indicated on Schedules
at the end of this Section.
B. Sod: Certified turfgrass sod complying with ASPA specifications for machine-cut thickness, size, strength,
moisture content, and mowed height, and free of weeds and undesirable native grasses. Provide viable sod
of uniform density, color, and texture of the following turfgrass species, strongly rooted, and capable of
vigorous growth and development when planted.
Species: Provide sod of grass species and varieties, proportions by weight, and minimum percentages
of purity, germination, and maximum percentage of weed seed as indicated on Schedules at the end
of this Section.
2.8 TOPSOIL
A. Topsoil: ASTM D 5268, pH range of 5.5 to 7.8, 4 percent organic material minimum, free of stones 1 inch
or larger in any dimension, and other extraneous materials harmful to plant growth.
Topsoil Source: Reuse surface soil stockpiled on the site. Verify suitability of surface soil to produce
topsoil meeting requirements and amend when necessary. Supplement with imported topsoil when
quantities are insufficient. Clean topsoil of roots, plants, sods, stones, clay lumps, and other
extraneous materials harmful to plant growth.
2.9 SOIL AMENDMENTS
A. Lime: ASTM C 602, Class T, agricultural limestone containing a minimum 80 percent calcium carbonate
equivalent, with a minimum 99 percent passing a No. 8 sieve and a minimum 75 percent passing a No. 60
sieve. Apply according to soil tests.
CEI 1018-95
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02900 - 6
B. Aluminum Sulfate: Commercial grade, unadulterated.
C. Sand: Clean, washed, natural or manufactured sand, free of toxic materials.
D. Perlite: Horticultural perlite, soil amendment grade.
E. Peat Humus: Finely divided or granular texture, with a pH range of 6 to 7.5, composed of partially
decomposed moss peat (other than sphagnum), peat humus, or reed-sedge peat.
F. Peat Humus: For acid-tolerant trees and shrubs, provide moss peat, with a pH range of 3.2 to 4.5, coarse
fibrous texture, medium-divided sphagnum moss peat or reed-sedge peat.
G. Manure: Well-rotted, unleached stable or cattle manure containing not more than 25 percent by volume of
straw, sawdust, or other bedding materials; free of toxic substances, stones, sticks, soil, weed seed, and
material harmful to plant growth.
H. Herbicides: EPA registered and approved, of type recommended by manufacturer.
Water: Potable.
2.10 FERTIL.I7.ER FOR LAWNS
A. Commercial Fertilizer: Commercial-2 rade complete fertilizer of neutral character, consisting of fast- and
slow-release nitrogen, 50 percent derived from natural organic sources of urea-form, phosphorous, and
potassium in the following composition:
1. Composition: Nitrogen 10, phosphorous 10, and potassium 10.
2. Rate: 10001bs./acre
2.11 MULCHES
A. Organic Mulch: Organic mulch, free from deleterious materials and suitable as a top dressing of trees and
shrubs, consisting of one of the following:
1. Type: Shredded hardwood. (for planting beds)
2. Type: Ground or shredded bark. (for planting beds)
3. Type: Grain Straw (for seeded areas at a rate of 40001b/acre)
B. Fiber Mulch: Biodegradable dyed-wood cellulose-fiber mulch, nontoxic, free of plant growth- or
germination-inhibitors, with maximum moisture content of 15 percent and a pH range of 4.5 to 6.5.
C. NonasphalticTackifier: Colloidal tackifierrecommended byfiber-mulch manufacturer for slurry application,
nontoxic and free of plant growth- or germination-inhibitors.
2.12 WEED-CONTROL BARRIERS
A. Sheet Polyethylene: Black, 0.006-inch minimum thickness.
B. Nonwoven Fabric: Polypropylene or polyester fabric, 3 oz. per sq. yd. minimum.
CEI 1018-95
LANDSCAPING
02900 - 7
C. Composite Fabric: Woven, needle-punched polypropylene substrate bonded to a nonwoven polypropylene
fabric, 4.8 oz. per sq. yd.
2.13 EROSION-CONTROL MATERIALS
A. Detailed specifications for erosion control materials contained in the plans.
2.14 STAKES AND GUYS
A. Upright and Guy Stakes: Rough-sawn, sound, new hardwood, redwood, or pressure-preservative-treated
softwood, free of knots, holes, cross grain, and other defects, 2 by 2 inches by length indicated, pointed at
one end.
B. Guy and Tie Wire: ASTM A 641, Class 1, galvanized-steel wire, 2-strand, twisted, 0.106 inch in diameter.
C. Hose Chafing Guard: Reinforced rubber or plastic hose at least 1/2 inch in diameter, black, cut to lengths
required to protect tree trunks from damage.
D. Flags: Standard surveyor's plastic flagging tape, white, 6 inches long.
2.15 LANDSCAPE EDGINGS
A. Steel Edging: ASTM A 569, rolled edge, standard steel edging, fabricated in sections with loops stamped
from or welded to face of sections approximately 30 inches apart to receive stakes.
1. Edging Size: 3/16 inch wide by 4 inches deep.
2. Stakes: Tapered steel, 15 inches long.
3. Accessories: Standard tapered ends, corners, and splicers as required.
4. Finish: ASTM A 525, G 90 zinc coated.
2.16 MISCELLANEOUS MATERIALS
A. Trunk-Wrap Tape: Two layers of crinkled paper cemented together with bituminous material, 4 inches wide
minimum, with stretch factor of 33 percent.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine areas to receive landscaping for compliance with requirements and for conditions affecting
performance of work of this Section. Do not proceed with installation until unsatisfactory conditions have
been corrected.
3.2 PREPARATION
A. Lay out individual tree and shrub locations and areas for multiple plantings. Stake locations, outline areas,
and secure Contracting Officer's acceptance before the start of planting work. Make minor adjustments as
may be required.
CEI 1018-95
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02900 - 8
3.3 PLANTING SOIL PREPARATION
A. Before mixing, clean topsoil of roots, plants, sods, stones, clay lumps, and other extraneous materials harmful
to plant growth.
B. Mix soil amendments and fertilizers with topsoil at rates indicated. Delay mixing fertilizer if planting does
not follow placing of planting soil within a few days.
C. For tree pit or trench backfill, mix planting soil before backfilling and stockpile at site.
D. For planting beds and lawns, mix planting soil either prior to planting or apply on surface of topsoil and mix
thoroughly before planting.
3.4 LAWN PLANTING PREPARATION
A. Limit subgrade preparation to areas that will be planted in the immediate future.
B. Loosen subgrade to a minimum depth of 4 inches. Remove stones larger than 1-1/2 inches in any dimension
and sticks, roots, rubbish, and other extraneous materials.
C. Spread planting soil mixture to depth required to meet thickness, grades, and elevations shown, after light
rolling and natural settlement. Do not spread if planting soil or subgrade is frozen.
Allow for sod thickness in areas to be sodded.
D. Preparation of Unchanged Grades: Where lawns are to he planted in areas unaltered or undisturbed by
excavating, grading, or surface soil stripping operations, prepare soil as follows:
1. Remove and dispose of existing grass, vegetation, and turf. Do not turn over into soil being prepared
for lawns.
2. Till surface soil to a depth of at least 6 inches. Apply required soil amendments and initial fertilizers
and mix thoroughly into top 4 inches of soil. Trim high areas and fill in depressions. Till soil to a
homogenous mixture of fine texture.
3. Clean surface soil of roots, plants, sods, stones, clay lumps, and other extraneous materials harmful
to plant growth.
4. Remove waste material, including grass, vegetation, and turf, and legally dispose of it off the
Installation.
E. Grade lawn and grass areas to a smooth, even surface with loose, uniformly fine texture. Roll and rake,
remove ridges, and fill depressions to meet finish grades. Limit fine grading to areas that can be planted in
the immediate future. Remove trash, debris, stones larger than 1-1/2 inches in any dimension, and other
objects that may interfere with planting or maintenance operations.
F. Moisten prepared lawn areas before planting when soil is dry. Water thoroughly and allow surface to dry
before planting. Do not create muddy soil.
G. Restore prepared areas if eroded or otherwise disturbed after fine grading and before planting.
CEI 1018-95
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02900 - 9
3.5 GROUND COVER AND PLANT BED PREPARATION
A. Loosen subgrade of planting bed areas to a minimum depth of 6 inches. Remove stones larger than 1-1/2
inches in any dimension and sticks, roots, rubbish, and other extraneous materials.
B. Spread planting soil mixture to depth required to meet thickness, grades, and elevations shown, after light
rolling and natural settlement. Place approximately 1 /2 the thickness of planting soil mixture required. Work
into top of loosened subgrade to create a transition layer and then place remainder of planting soil mixture.
3.6 EXCAVATION FOR TREES AND SHRUBS
A. Pits and Trenches: Excavate with vertical sides and with bottom of excavation slightly raised at center to
assist drainage. Loosen hard subsoil in bottom of excavation.
Balled and Burlapped Trees and Shrubs: Excavate approximately 1-1/2 times as wide as ball diameter
and equal to ball depth, plus the following setting layer depth: -
a. Setting Layer: Allow 3 inches of planting soil.
2. Container-Grown Trees and Shrubs: Excavate to container width and depth, plus the following
setting-layer depth:
a. Setting Layer: Allow 3 inches of planting soil.
B. Dispose of subsoil removed from landscape excavations. Do not mix with planting soil or use as backfill.
3.7 PLANTING TREES AND SHRUBS
A. Set balled and burlapped stock plumb and in center of pit or trench with top of ball raised above adjacent
finish grades as indicated.
1. Place stock on setting layer of compacted planting soil.
2. Remove burlap and wire baskets from tops of balls and partially from sides, but do not remove from
under balls. Remove pallets, if any, before setting. Do not use planting stock if ball is cracked or
broken before or during planting operation.
3. Place backfill around ball in layers, tamping to settle backfill and eliminate voids and air pockets.
When pit is approximately 1/2 backfilled, water thoroughly before placing remainder of backfill.
Repeat watering until no more is absorbed. Water again after placing and tamping final layer of
backfill. '
B. Set container-grown stock plumb and in center of pit or trench with top of ball raised above adjacent finish
grades as indicated.
1. Carefully remove containers so as not to damage root balls.
2. Place stock on setting layer of compacted planting soil.
3. Place backfill around ball in layers, tamping to settle backfill and eliminate voids and air pockets.
When pit is approximately 1/2 backfilled, water thoroughly before placing remainder of backfill.
Repeat watering until no more is absorbed. Water again after placing and tamping final layer of
backfill.
CEI 1018-95
LANDSCAPING
02900 - 10
C. Dish and tamp top of backfill to form a 3-inch-high mound around the rim of the pit. Do not cover top of
root ball with backfill.
D. Wrap trees of 2-inch caliper and larger with trunk-wrap tape. Start at base of trunk and spiral cover trunk
to height of first branches. Overlap wrap, exposing half the width, and securely attach without causing
girdling. Inspect tree trunks for injury, improper pruning, and insect infestation and take corrective measures
required before wrapping.
3.8 TREE AND SHRUB PRUNING
A. Prune, thin, and shape trees and shrubs according to standard horticultural practice. Prune trees to retain
required height and spread. Unless otherwise directed, do not cut tree leaders; remove only injured or dead
branches from flowering trees. Prune shrubs to retain natural character. Shrub sizes indicated are size after
pruning.
3.9 TREE AND SHRUB GUYING AND STAKING
A. Upright Staking and Tying: Stake trees of 2- through 5-inch caliper. Stake trees of less than 2-inch caliper
only as required to prevent wind tip-out. Use a minimum of 2 stakes of length required to penetrate at least
18 inches below bottom of backfilled excavation and to extend at least 72 inches above grade. Set vertical
stakes and space to avoid penetrating balls or root masses. Support trees with 2 strands of tie wire encased
in hose sections at contact points with tree trunk. Allow enough slack to avoid rigid restraint of tree.
3.10 PLANTING GROUND COVER AND PLANTS
A. Space ground cover and plants as indicated.
B. Dig holes large enough to allow spreading of roots, and backfill with planting soil. Work soil around roots
to eliminate air pockets and leave a slight saucer indentation around plants to hold water. Water thoroughly
after planting, taking care not to cover plant crowns with wet soil.
3.11 MULCHING
A. Mulch backfilled surfaces of pits, trenches, planted areas, and other areas indicated.
B. Organic Mulch: Apply the following average thickness of organic mulch and finish level with adjacent finish
grades. Do not place mulch against trunks or stems.
Thickness: 2 inches.
3.12 SEEDING NEW LAWNS
A. Sow seed with a spreader or a seeding machine. Do not broadcast or drop seed when wind velocity exceeds
5 mph. Evenly distribute seed by sowing equal quantities in 2 directions at right angles to each other.
Do not use wet seed or seed that is moldy or otherwise damaged in transit or storage.
B. Sow seed at the following rates:
Seeding Rate: 3 to 4 lb per 1000 sq. ft.
CEI 1018-95
LANDSCAPING
02900 - 11
C. Rake seed lightly into top 1/8 inch of topsoil, roll lightly, and water with fine spray.
D. Protect seeded areas against hot, dry weather or drying winds by applying peat mulch within 24 hours after
completion of seeding operations. Soak and scatter uniformly to a depth of 3/16 inch thick and roll to a
smooth surface.
3.13 HYDROSEEDING NEW LAWNS (Contractor's Option)
A. Hydroseeding: Mix specified seed, fertilizer, and fiber mulch in water, using equipment specifically designed
for hydroseed application. Continue mixing until uniformly blended into homogenous slurry suitable for
hydraulic application.
1. Mix slurry with nonasphaltic tackifier.
2. Apply slurry uniformly to all areas to be seeded in a 1-step process. Apply mulch at the minimum rate
of 1500 lb per acre dry weight but not less than the rate required to obtain specified seed-sowing rate.
3.14 SODDING NEW LAWNS
A. Lay sod within 24 hours of stripping. Do not lay sod if dormant or if ground is frozen.
B. Lay sod to forma solid mass with tightly fitted joints. Butt ends and sides of sod; do not stretch or overlap.
Stagger sod strips or pads to offset joints in adjacent courses. Avoid damage to subgrade or sod during
installation. Tamp and roll lightly to ensure contact with subgrade, eliminate air pockets, and form a smooth
surface. Work sifted soil or fine sand into minor cracks between pieces of sod; remove excess to avoid
smothering sod and adjacent grass.
1. Lay sod across angle of slopes exceeding 1:3.
2. Anchor sod on slopes exceeding 1:6 with wood pegs spaced as recommended by sod manufacturer
but not less than 2 anchors per sod strip to prevent slippage.
C. Saturate sod with fine water spray within 2 hours of planting. During first week, water daily or more
frequently as necessary to maintain moist soil to a minimum depth of 1-1/2 inches below the sod.
3.15 INSTALLATION OF EDGINGS
A. Steel Edging: Install steel edging where indicated according to manufacturer's recommendations. Anchor
with steel stakes spaced approximately 30 inches apart, driven below top elevation of edging.
3.16 CLEANUP AND PROTECTION
A. During landscaping, keep pavements clean and work area in an orderly condition.
B. Protect landscaping from damage due to landscape operations, operations by other contractors and trades,
and trespassers. Maintain protection during installation and maintenance periods. Treat, repair, or replace
damaged landscape work as directed.
CEI 1018-95
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02900 - 12

3.17 DISPOSAL OF SURPLUS AND WASTE MATERIALS
A. Disposal: Remove surplus soil and waste material, including excess subsoil, unsuitable soil, trash, and
debris, and legally dispose of it off the Installation.
3.18 SEED MIXTURES SCHEDULE
A. Seeding Dates: February 15 thru April 30 or September 1 thru October 31
80 lb/acre Tall fescue
SO lb/acre Pensacola Bahiagrass
40 lb/acre Kobe lespedeza
B. The landscape contractor shall provide a proposed seed mix schedule for approval.
3.19 SODDING SCHEDULE
A. All sodding must be accomplished between April 1 that Juh• 31.
B. All sod shall be "Tifway 419 Bermuda".
END OF SECTION
CEI 1018-95
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02900 - 13

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BOU G-LOG
1? Reoon No.: 460-5070
. ?? CL'= Marmon Mok
proj= Proposed MCAS -New River Commissary - Jacksonville, North Carolina
Boris; No.: B- 1 (1 of 1) 1 TDo ' 33.5' Elev: .i Loarioa: See Drawing No. 1
Type of Boring: EIS A S=ed: 7/16/98 ComDieied: 7/16/98 Driller. Shull/Garino

Approx

Depth
DESCR MON OF MATH-MALS
• Sample
Sample
Depth N VALUE (opo A
PL %MC LL

N
Elevation (Clauiflation) Blows (F)
2 5 1 70 30 40 5060 80
0.8 -f ++ Superficial Organic Soil (OL) - moist _ 6-8-10 0.0 18
ALLUVIAL -Very Stiff to Firm, Grey and 1.5
I I I Black, Clayey Sandy SILT (ML) w/some 9-4-4
8
3.0 rootlets - moist 3.0
" ? ALLUVIAL - Loose to Very Loose, Grey I 4•4"3 4
5 i-t 7
t and Tan, Silty Clayey Fine SAND (SC)
3-2-2 . s
4
w/trace rootlets -moist 6.0
7.0
ALLUVIAL -Firm to Loose, Grey and
Q Brown, Clayey Silty SAND (SC) w/some 8.5
rootlets and wood fragments - wet 15
10.0
13.5
15.0
Dar: July 16, 1998
MAW,
AM 10
[PC , H
1 17.0
.;. ALLU V LAL - Loose to very Loose, Ure1
•: and Brown, SAND (SW) w/trace to some
d
l
d
d f
root
ets an
woo
ragments - saturate

J?

33.5
Boring terminated 33 feet 6 itches
Groundwater.
0 hr. - 8 fr. 6 in.
24 hr. - 4 fL 6 in.
18.5
20.0
23.5
25.0
8
10
1
28.5
1-1-1 2
30.0
BORL\G LOG
Report No.: 46045070
DATE: July 16, 1998
WAff
17
cLr^• Marmon Mot
? o ;- Proposed MCAS 'New River Commissary - Jacksonville, North Caroliaa
Boris; No.: 3- 2 (1 of I) (`D°m 20.0' Elev: + Location: See 1?rawin; No. 1
Type of Borry: MA S=ed: 7115198 Comn_ lead: 7115198 I Driller. Shull/Garino
I Sample N VALUE (bp0 ?
[Approx. I Depth 0 SC^ TTON OF MAT---UALS • Sample Deoth PL %MC LL N
Elevation (Classification) I Blows
2 1 20 30 40 5060 80
Stm .-ricial Organic Soil (OL) - moist I 5-6-6 0.0 12
1.2 1.5
] ALLUVIAL - Stiff, Black and Grey, Sandy
I i I 6-7-8 15
SILT (ML) and rootlets - moist
I 3.0 -? 3.0
i ALLUVIAL - Firm, Grey and Black, 2-3-3 6
Clayey Sandy SILT (ML) w/some rootlets
111 4.5
5.0
and wood t;azmeacs - moist 3-3-44 7
ALLUVIAL - Loose, Grey, Clayey SAND 6.0
(SC) w/trace to some rootlets and wood
iragnenrs - moist to wet
8.5
2-2-6 8
10.0
13.5
2-3-2
5
15.0
16.0
ALLUN AL - Firm, Grey, SAND (SW)
_ w/tract clay, trace rootlets and wood
fmznents saazared 18.5
• 4-6-12 18
20.0 20.0
_
Boring, terminated 20 feet 0 inches
Groundwater: '
0 hr. - 7 fL 0 in.
24 hr. - 5 fL 0 in.

C.
W-
:
44-
BORLIG LOG
Report No.: 460-83070
` Cheat Marmon Mok
..,
?Proposed MCAS New River Commissary
Boring No.: B- 3 (1 of 2) 1 Total
38.3' Elev:
i.
i
a
DATE. July 16, 1998
¦
P?¦
- Jacksonville, North Carolina
± I London: See Drawing No. 1
Type of Baize-: HSA Started: 7114198 Co=iemd: 7/14/98 Driller. Shull/Garino
Anpro X.

D°Dm DFSCR=ON OF MATERIALS ' Sample Sample
P N VALUE (bpf) A

PL 50MC LL
Elevation (Classification) Blows
5 10 20 30 40 5060 80
! 0.6 Superficial Organic Soil (OL) -moist 12-7-7 0.0 7
ALLUVIAL - Stiff, Grey and Brown, Silry I
I.5
Sandy CLAY (CL) w/some rootlets and 4-5-7
1
wood fragments - moist 3.0
4-5-9 1
4.5 4.5
- - ALLUVIAL - Firm, Grey, Silty CLAY 5-3-3
(CF) w/trace rootlets - moist to wet 6.0
7.0
4.-: ALLUVIAL - Very Loose, Grey, SAND
(SW) w/trace wood fragments saturated 8.5
0-1-1 2
10.0
7
12.0 ?•
ALLUVIAL
- Very Loose, Grey and Black,
Clayey SAND (SC) and rootlets, wood 13.5 _
fragments, organic odor - saturated WOR* p
15.0
17.0
i ALLUVIAL - Very Loose, Grey, SAND
1: (SRS saturated 18.5
?. 2-0-1 1
20.0

22.0
?: ALLUVIAL Firm, Grey, SAND (SW)
J: saturated 23.5
10-13-11 24
25.0 '_ .

? 28.5
6-5-10 15
30.0

' 33.5
11-13-14 27
j; 35.0

BOR NG LOG
No.: 460-85070
DATE: July 16, 1998

Clio . M=On MOE
Proj= Proposed WAS ?New River Commissary - J= sonrMe, North Carolina
Boring No.: B- 3 l2 of 2) Deo?m 38.5' Elev: + Loadon: See Drawing, No. 1
Type of Boring: HSA I Snrud: 7/14/98 Co=ined: 7/1 4/98 Driller. ShulUGarino
Approx.
Dtoth DESCRIPTION OF MAtER.IALS I ' Ssmale saDeoth male N VALUE (bpo A
PL 9MC LL
N
:lewaaoa (Cl=incuion) I Blows
2 S 10 20 30 40 S 60 80
Groundwater.
0 hr. - 7 fL 0 in.
24 hr. - 4 fL 6 in.
*WOR = wei-ahr of rods

BORN -G LOG
Report No.:, 460-85070
Ccue= Marmon Mok
Projear Proposed MCAS New River
D
Boring No.: B- 4 (1 of 1) ( To W

.. W
n
m
DATE: July 16, 1998
Aff
iE'
20.0' 1 Elrr -1.
Location: See Drawing No. 1
Type of Boning: 13SA
Snrurl: 7115/98 Comoleud: 7115198
Driller. Shull/Garino

Approx Dr.SCRIMON OF MAT_RIALS
D?th

' Sample

Sample N VALUE (bpf) A.

PL °MC LL

N
EIMAti= (Cl=WC2rioa) Blows (Feet)
2
5 10 20 30 40 5060 80
I 0.7 Suoe,cial Organic Soil (OL) -moist 1-2-2 0. *
0 4
AI.LL'VIA
L - Soft to Firm
Tan and Grey 1.5
.
,
,
Silry Sandy CLAY (CL) w/some rootlets 2-3-2 5
and wood fragments - moist to wet 3.0
2-3-3 6
4.5 4.5 1
- ALLUVIAL - Loose, Grey and Tan, Silty 3-3-3 . 6
I
Clayey SAND (SC) w/some rootlets and
6.0
r? 7.0 wood fragments - moist
: ALLUVIAL Firm, Grey, SAND (SW) -
samrarrd
I 8.5
I, 12
? 10.0
.
12.0 -r:
ALLUVIAL - Loose, Grey and Brown,
Clayey SAND (SC) w/some rootlets - wet to 13.5
sanxarsd 2-4-4 g
15.0
17.0
- :: : ALLUVIAL - Very Loose, Grey, SAND
(SR) w/trace wood fragments - saairated 18.5
1-1-1 2
20.0 20.0
Boring terminated @ 20 feet 0 inches
Groundwamr:
0hr.-7ft0in.
24 hr. - 4 fL 6 in.
- Jacksonville, North Carolina
BORr?G LOG
WSAN;Fl
Repon No.: 460-85070 DATE: July 16, 1998
CL'nac Marmon Mok
P of Proposed MCAS New River Cor*+*n1Csa*y -Jacksonvill e, North Carolina
Bonin, No.: B- 5 (1 of 1) D.° 20.0' I Elev: _ ( Loation: See Drawin; No. 1
Type of Borizg: HSA Stated: 7/15/98 Comptrd: 7115198 I Driller. Shull/Garino

Approx. Deoca
D:.SCR=ON OF MAIEPJAIS
' Sample S le
D
p N VALLr (bpo
PL %MC A
LL

N
lavaion (Cltssinnaoa) Blows ; -
2 5.10 20 30 40 5060 80
1 0.8 Superficial Organic Soil (OL) - moist 3-4-3 0.0 7
ALLUVIAL - Firm to Stiff, Grey and
Brown. Silty Sandy CLAY (CL) w/some I
I 4-5-7 1.5
12
3
0 3
0
.
rootlets and wood fragments - moist .
1 - ALLUVIAL - Firm to Soft, Grey and Tan,
S
d
Sd
CLAY
CH '--'-2
4.5 5
an
y
ry
(
) w/trace to some
rootlets and wood fragments -moist to wet 1"2"2
6.0 4
I 7.0 -
-?: ALLUVIAL Very Loose, Grey, SAND
(SW) - saturated 8.5
4
10.0
12.0
ALLUVIAL - Loose, Grey and Black,
Clayey SAND (SC) and wood fragments, 13.5
rootlets, and organic odor - saturated 3-4-3 7
15.0
17.0
ALLUVIAL - Very Loose, Grey, SAND
(SW) - saturated 18.5
1-I-1 2
20.0 20.0
lioruig terminated a 20 feet o inches
Groundwater.
0hr.-7ft.0in.
24 hr. - 5 ft. 0 in.
mI
a
M
c
BORLNG LOG
Report No.: 460-85070 DATE: A
client: Marmon Mok
Probe= Proposed MCAS New River Commissary - Jacksonville,
Boring No.: B- 6 (1 of 1) Total 20.0' IIer. y
Type of Boring: HSA I Started: 7/15/98 C
17 Approz. D- th DESCRIPTION OF MATERIALS
Elevation (Classification)
?- Supe:ncial Organic Sod (OL) - moist
1.2
1 ALLUYIA.L - Firm, Black and Brown,
3.0 Sandy Clayey SILT (ME) w/some rootlets -
y moist
Jv/
ALLUVIAL - Soft, Grey, Silry Sandy
4.5
1 CLOY (CL) w/some rootlets and wood
Q ?ffients - moist to wet
7.0 ALLUVIAL - Solt, Grey, Silty CLAY (CL)
w/trace rootlets - moist to wet
ALLUVIAL - Stiff, Grey and Tan, Silty
Sandy CLAY (CL) w/some wood fragments
and rootlets - wet

a
N
n
12.0
17.0
ALLU VIAL - Firm, Grey and Tan, C1
SANM (SC) w/trace rootlets and wood
frarents - wet to saturated
-:•: ALLUYIAI, - Very Lot
SAND (SW)
- saturated
20.0
® 20
Groundwater.
0 hr. - 6 ft. 0 in.
24 hr. - 4 fr. 0 in.
?AWt
Aff MORE
- axi
y 16, 1998
North Carolina
Location: See Drawing No. 1
mpiewd: 7/15/98 Driller. Shull/Garino
Sample N VALUL (bpO
• Sample Depth PL SaMC LL N
Blows (r-k 0 i
2 5 10 20 30 40 5060 80
2-2-2 0.0 4
1.5
2-3-4 7
3.0
2-1-2 3
4.5
2-2=2 4
6.0
8.5
6-8-2 10
10.0
13.5
4-5-8 14
15.0
18.5
2-2-2 4
BORL,G LOG
Re.= No.: 460-85070 DATE: Jul
cu= Marmon Mok
1998
=Air
Mme'
Proiax Proposed MCAS New River Co=dmry - Jacksonvill e, North Carolina
Borsg No.: B- 7 (1 of 1) nee m 30.0' 1 Mew _ ? Location: See Drawing No. 1
Type of Bores t3SA S=ed: 7115/98 Coamleted.- 7/15/98 Driller. Shull/Garino
A =x. I ?e?th I D:SCR MON OF MATERIALS
Eievataoa i
(C.assifiaaon) • Samale
w Sample
Depth N VALUE (bpo
PL eMC LL
I Blo
s
(F) N

1 Superficial Or,Qanic Soil (OL) - moist
I 6-5-6
0.0 2 510 20 30 405060 8o
11
A IAL - Stir, Tan Grey and Brown 1.5
,
dy CLAY (CL) w/some rootlets . 7-8-7 IS
3.5 d fragments - moist
4.5 IAL - Firm, Tan Grey Black, 2-3-?
4 5 6
k
lty CLAY (CH) w/trace rootlets ?-2-3 _
framents - moist 6.0
7.0 AL - Firm, Grey and Tan, S'
AY (CL) w/trace rootlets and
gments - moist to wet 8
5
ALLUVIAL - Loose, Grey, SAND (SW) -
_• saairated 1-3-4 .
7
10.0
?.
12.0
-? ALLUVIAL - Very Loose, Grey and
Brown, Clayey SAND (SC) w/some wood 13.5
it=ems - saturated 2-2-2
4
15.0
17.0
ALLUVIAL - Firm, Gr
SAND (SW) - saturated
20.0
Groundwater:
0hr.-6ft0in.
24 hr. - 4 ft 6 in.
1 0
18.5
i
13
L
BORLN, G LOG
' Retort No.: 460-966 DATE: July 16, 1998
WAff
l client: TNl=On Mol;
Proj= Proposed MCAS New River Commissary - Jacksonvil
Boring No.: B- 8 (1 of I) D° 20.0' Elev: _
Type of Bori= HSA Surrey 7/15/98
; Approx. Depth DESCRIPTION OF MAT"LRIALS
Elevation (Classification)
I 0.9 -t--3 Superficial Organic Soil (OL) - moist

AL - Firm to Stiff, Grey and
ALL
J 2.5 ilty Sandy CLAY (CL) w/some

j 3.5 nd wood fragments - moist
AL -Stiff, Grey and Tan, Sandy
t
j Y (CH) w/trace rootlets - moist
IL - Firm, Grey and Tan, Silty
AY (CL) w/trace t
o some rootle
7 0
fragments - moist to wet
ALLUVIAL - Loose, Grey and Brown,
Clayey SAND (SC) w/some rootlets and
wood fragments - wet to saturated
Z
3
12.0
17.0 xn
ru.l.v • IX%L. - L.WJc, Lrtcy acct t Ldr.&V
Clayey SAND (SC) and wood fragments -
wet to saturated
-::-. ALL-VIAL - Very Loose, Grey and
Brown, SAND (SR) w/some rootlets and
?':• wood fragments - saturated
20.0
Boring terminated @ 20 feet 0 inches -
Groundwater:
0 hr. - 5 fc 6 in.
24 hr. - 4 ft. 0 in.
North Carolina
L=doa: See Drawing No. 1
xed. 7/15198 Driller. Shull/Garino
Sataple N VALUE (bpo A,
'B1Sample Depth PL aMC LL N
?? 2 5 10 20-30 40 5060 80
2-2-2 0.0 4
1.5
4-5-7 12
3.0
3-3-2 5
4.5
3-3-3 6
6.0
8.5
1 7
10.0
13.5
i 10
15.0
H 18.5 I .L : 13 I

BORL?G LOG
?M?i,
?,=art No.: 460.85070 DATE: July 16, 1998
cu--= NIM=on Mok
- P:ojex Proposed MCAS New River Commissary - Jacksonvr7le, North Carolina
Boring No. B- 9 (1 of 1) I D m 20.0' I rev y Loaaoa: See Drawing No. 1
T;fie of Bohn; HSA j sawed 7/15/98 Co=laed: 7115198 Driller Shull/Garino

Aparoz. D SCRZMON OF MATERIALS
Depth
' Samale simple
PL N VALUE (bpf)
9eMC A
LL
N
(Cussinradon)
::noon Blows (F?)
2 10 20 30 40 5060 80
Superficial Organic Soil (OL) -moist
2 r
1 3-3-2 0.0
.
ALLL-VIAI. - Firm, Grey and Black, Sandy 1s
7
Clayey SILT (MIS) w/some rootlets and 3
0
_ 3.5 wood fraements - moist to wet 2.2_3 .
S
ALLUVIAL - Firm, Grey Black and 4.5 1
-21 I Brown, Sandy Silty CLAY (CL) w/some 1 2-3-2 5
rootlets and wood fragments - moist to wet 6.0
8.5
2-4-5 g
10.0 ---
L.0 Xri
y ALLTLYIAL - Very Loose, Grey, Clayey
SAND (SC) w/some rootlets and wood 13.5
fra>rnetus -saturated 1-1-1 2
15.0
17.0
ALLUVIAL - Loose, Grey, SAND (SW) -
saturated 18.5
I 2-3-4 7
20.0 ?• 20.0,
-
C%
Groundwater:
0 hr. - 6 ft. 0 in.
24 hr. - 4 ft. 0 in.

BORL;G LOG
R N 460-8 "070

CPO" e••• DATH: July 16, 1998
cliear_ Marmon Mok
Prole= Proposed MCAS New River Commissary. Jackson
Boring No.: B-10 (1 of I) Total
20.0' 1 mlev: ?-
Type of Boring: HSA Starred: 7/14/98
Approx. DFSCRnMON OF MATERIALS
elevarion DeDm
(Classifiarion)
Superncial Organic Sou (OL) - moist
1.6
IAL - Firm, Grey and Tan, Sandy
3
5 AY (CL) w/some rootlets and w
. - moist

4.5 A
IAL - Firm, Grey, Sandy Silry
CIS w/trace rootlets and wood
ts -moist
' 7.0 k
IAL - Firm, Grey an
d Black, Silry
LAY (CL) w/some rootlets and
grnents - wU
IAL - Very Loose, Grey, Clayey
C) ce to some rootlets and
gments - saturated
12.0
ALLLYIAL - Very Loose, Grey and Black,
Clayey SAND (SC) w/some wood
fragments - saturated
17.0
ALL-VIAL - Loose, Grey, SAND (SW)
7• W/== wood fragments saturated

20.0 -i•
Boring terminated @ 20 feet 0
Groundwater.
0 hr. - 7 ft. 0 in.
24 hr. - 5 ft. 0 in.
NEW
North Carolina
Loadon: See Drawin; No. 1
Completed: 7114/98 Driller. Shull/Garino
• Sample Simple PL N VAL C(bP0
Blows " N
2 5 10 20 30 405060 80
2-2-2 0.0 4
1.5
3-2-3
ood 3.0
3-4-3 I ' 7
4.5 `
3-3-4 7
6.0
8.5
2-1-2 3
10.0
t 13.5
1-1-2 3
15.0 --
I8.5
5
20.0
0
BOUNG LOG
/% AfT% /
Repots No.: 46045070 DAr: July 16, 1998
Cheat: Marmon Mok
Project Proposed MCAS tiew River Comm nary - Jacksonville, North Carolina
Boring No.: B-I3 (1 of 1) I 5.0' Elev: Total = I Loacoa: See Drawing No. 1
Type of Bo.-izr. 3SA Started 7/16/98 Completed: 7/16198 Driller: ShWYGarino
Sample N VALUE (bpf) A
Appr= I D-Dth D:-:SCR=ON OF MAT_RIAI S • S21CIpie Dim p(, oMC LL N
Eieizrion I (Classifiadon) Blows
rte) 2 5 10 20 30 40 5060 80
0.9 ?-? Supsrticial Organic Soil (OL) - moist I 6-8-6 0.0 14
1.? ALLUVIAL - Stiff, Grey and Tan, Clayey 1.5
-7 Sandy SILT (MI.) w/rootlets -moist 5-5-$ 10
I 3.5 ALLUVIAL - Stiff, Tan and Grey, Sandy 3.0
i _ CLAY (CL) w/some rootlets and wood 2-1-1 3.5 2
_ 0 mas=ts - moist to wet 5.4
ALLUVIAL - Very Soft, Grey and Tan,
Silty CLAY (CIS w/some wood fragments -
oist
Boring =urinated ® S feet 0 inches
Groundwarer:
0 hr. - dry
24 hr. - dry
a..
=1 III I I I 1 ??
dya .so '` 1
i
t '
BOMNG LOG
ReaotrNo.: 460-85070 DATE: July 16, 1998
AM
jWv??
CIieac Marmon Mok
Projx Proposed MCAS New River Commissary - Jacksonville, North Carolina
Boring No.: B-16 (1 of 1) Total
5.0' Elev: -'- Locatioa: See Drawing, No. 1
Type of Boring: HSA I Started: 7/15198 Completed: 7/15198 Driller. Shuli/Garino
Approx. D-irb DESCRBTION OF MATnRIALS I-- Sample Sample D PL N S VALUE MC (bpf)
LL
-warioa (Clamificarion) Blows CFA)
2 5 10 20 30 405060 80
Superficial Organic Soil (OL) -moist 6-7-6
-r? 1.5
1.4 -1- 0.0
ALLUVIAL - Stiff, Tan Grey and Black, 6-5-5
Silty Sandy CLAY (CL) w/some rootlets 3.0
3.5 and wood fragments - moist
2-1-1 3.5
5.0 ALLUVIAL - very Soft, Grey and Tan, I - 5.0
Silty Sandy CLAY (CL) w/some rootlets
and wood fragments - moist to wet
Boring terminated @ 5 feet 0 inches I I I I
Groundwater:
0 hr. - dry
24 hr. - dry
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Mr. Ray Cook
Descen/Medlin Construction
Post Office Box 4086
MCAS
Jacksonville, NC 28540
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
June 15, 2000
Re: USMC, MCAS New River Commissary
401 Water Quality Certification
Onslow County
DWQ# 000069
Dear Mr. Cook:
In regards to your questions and concerns regarding the harvest of trees on the 1.67 acres of
wetlands at MCAS New River Commissary, tree harvesting does not require a 401 Water
Certification provided that the stumps are left in place until the stormwater management plan has
been approved. My understanding is that the U.S. Army Corps of Engineers has the same process
but you will need to contact them to confirm.
S*ncerely,
i /.
o Do
u
Cc: DWQ Wilmington Regional Office
Wilmington District-U.S. Army Corps of Engineers
Central Files
File Copy
W etlands/401 Unit 4401 Reedy Creek Road Raleigh, North Carolina 27607
Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer
50% recycled/I 017o post consumer paper

^'? , .
NCIDENR
JAMEY B. HUNT JR.
GOVERNOR
'1
1
BILL HOLMAN
SECRE--'ARY
KERR. T.: STEV ENS

r 1
t.> .1
_ 1
i
t
1
i

Descon/Medlin Construction Group
C/o Civil Tech Engineering
500 Park Boulevard, Suite 250
Itasca, Illinois 60143
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
RECEIPT
May 25, 2000
DIVISION OF WATER QUALITY
i.
t?R?Y ? n ^nnn

The Wetlands Restoration Program has received a check in the amount of
$21,000.00 check number 2272 as payment for the compensatory mitigation
requirements of the 401 Water Quality Certification issued for DWQ project
#000069. This receipt serves as notification that the compensatory mitigation
requirements for this project have been satisfied. Please note that you must
also comply with all other conditions of this certification and any other state,
federal or local government permits or authorization associated with this
activity.
If you have any questions concerning this matter, please contact Ron Ferrell
at [phone].
REF/cvb
cc: Martian Korenek
Mickey Sugg
File
Sincerely,
Ronald E. Ferrell
Program Manager
WETLANDS RESTORATION PROGRAM
1619 MAIL SERVICE CENTER, RALEIGH, NC 27699-1619
website: h2o. enr. state. nc. us PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST-CONSUMER PAPER
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Marine Corp. Base-PSC Box 20004
Camp Lejeune. NC 28542-0004
Mr. Martian Korenek
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
April 6, 2000
Onslow County
DWQ Project # 000069
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS, WRP
Fish & Wildlife Division
Environ.nental Management Department
United States Marine Corps
i
Dear Mr. Korenek:
You have our approval, in accordance with the attached conditions and those listed below, to place till
material in 1.67 acres of wetlands for the purpose of constructing a Commissary at Marine Air Corps Station-New
River in Onslow County, as you described in your application dated March 6, 2000. After reviewing your
application, we have decided that this fill is covered by General Water Quality Certification Number 3108. This
certification allows you to use Nationwide Permit Number 26 when the Corps of Engineers issues it. 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. This approval will expire when the accompanying 404 or CAMA permit expires unless otherwise
specified in.the General Certification.
1. An additional condition is that a final, written stormwater management plan shall be approved
by this Office before the impacts specified in this Certification occur. The stormwater
management plan must include plans and specifications for stormwater management facilities
designed to remove 85% TSS according to the most recent version of the NC DENR Stormwater
Best Management Practices Manual. Also, before any permanent building is occupied at the
subject site, the stormwater management facilities, as approved by this Office, must be
constructed and operational, and the stormwater plan, as approved by this Office. shall be
implemented.
We understand that you have chosen to contribute to the Wetland Restoration Program in order to compensate
for these impacts to wetlands and/or streams. In accordance with 15A NCAC 2R .0402, this contribution will
satisfy our compensatory mitigation requirements under 15A NCAC 2H .0506(h). According to 15A NCAC 2H
.0506(h), feet of restoration will be required. Until the Wetland Restoration Program receives and clears yopr check
(made payable to: DENR - Wetland Restoration Program), wetland or stream fill shall not occur. Mr. Ron Ferrell
should be contacted at 919-733-5083 ext. 358 if you have any questions concerning the Wetland Restoration
Program. You have one month from the date of this Certification to make this payment. For accounting purposes,
this Certification authorizes the fill of 1.67 acres of non-riparian wetlands, in 030502 river and subbasin and,
1.67 acres of non-riparian restoration are required. Please be aware that the Wetland Restoration Program
(WRP) rules require rounding of acreage amounts to one-quarter acre increments (15A 2R.0503(b)).
FILE COPY
Division of Water Quality • Non-Discharge Branch
1621 Mail Service Center Raleigh NC 27669-1621 Telephone [phone] FAX # [phone]
An-Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
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 which
conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final
and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act.
If you have any questions, please telephone John Dorney at 919-733-9646.
Attachment
cc: Corps of Engineers Wilmington Field Office
Wilmington DWQ Regional Office
Ron Ferrell; Wetland Restoration Program
File copy
Central Files
Gary Overbay; Civiltech Engineering, Inc
Todd St. John
Bill Ballantine; Design/Medlin
Rafael Fernandez
S'nce 1
tevens
I
v
FILE COPY
. .
NORTH CAROLINA-DIVISON OF WATER QUALITY
401 WATER QUALITY CERTIFICATION
SUMMARY OF PERMITTED IMPACTS AND MITIGATION REQUIREMENTS
In accordance with 15A NCAC 2 H .0500. Marine Corps Air Station-New River has permission as outline
below for the purpose(s) of proposed Commissary. All activities associated with these authorized impacts must be
conducted with the conditions listed in the attached cetification transmitttal letter. THIS CERTIFICATION IS NOT
VALID WITHOUT THE ATTACHMENTS.
COMPENSATORY MITIGATION REQUIREMENT WETLAND RESTORATION PROGRAM
LOCATION Camp Lejeune
COUNTY: Onslow
BASIN/SUBBASIN 030502
As required by 15A NCAC 2H .0506, and the conditions of this certification, you are required to compensate
for the above impacts through the restoration, creation, enhancement or preservation of wetlands and surface waters
as outlined below prior to conducting any activities that impact or degrade the waters of the state.
Note: Acreage requirements proposed to be mitigated through the wetland Restoration Programs must be rounded
to one-quarter acre increments according to 15 2r.0503(b)
acres of Class WL wetlands
acres of riparian wetland
1.67 acres of non-riparian wetlands
acres of Class SWL wetlands
linear feet of stream channel
(other)
One of the options you have available to satisfy the compensatory mitigation requirements is through the
payment of a fee to the Wetlands Restoration Fund per NCAC 2R .0503. If you choose this option, please sign this
form and mail it to the Wetlands Restoration Fund at the address listed below. An invoice for the appropriate
amount of payment will be sent to you upon receipt of this form. PLEASE NOTE, THE ABOVE IMPACTS. ARE
NOT AUTHORIZED UNTIL YOU RECEIVED NOTIFICATION THAT YOUR PAYMENT HAS BEEN
PROCESSED BY THE WETLANDS RESTORATION PROGRAM.
Signature
WETLANDS RESTORATION PROGRAM
DIVISON OF WATER QUALITY
1619 Mail Service Center
RALEIGH, N.C. 27669-1619
[phone]
Date
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
eJames B. Hunt, Jr., Governor NC ENR
Bill Holman, Secretary NORTH CAROLINA DEPARTMENT OF
Kerr T. Stevens, Director ENVIRONMENT AND NATURAL RESOURCES
demov
6
-6 6 0 1 2ooo
i1
Count
G
DWQ Project # y ono0 r;
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS, WRP ???f??c?
'-k O
IQAI-t?A PO/A(
v `u?rr 10" C11 Y ,
Dear Mr. I ?? n e*' , A
You have our approval, in accordanc?th ched con diti s and those liste below, to place fill material acres of wetlands a? ;- to the purpose of at MOO" ?'0-
in County, as you described in your application dated 2000. After reviewing your
application, we have decided that this fill is covered by General Water Quality Certification Number 'D6 I
This certification allows you to use Nationwide Permit Number when the Corps of Engineers issues it. In nl ??
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 h-
Watershed regulations. This approval will expire when the accompanying 404 or CAMA permit expires unless
otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application except as
modified below. If you change your project, you must notify us 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 this 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
any additional conditions listed below.
Deed notifications or similar mechanisms shall be placed on all remaining jurisdictional wetlands and waters 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 o1 the
date of this letter or the issuance of the 404 Permit (whichever is later).
?. An additional condition is that a final, written stormwater management plan shall be approved by this
Office before the impacts specified in this Certification occur. The stormwater management plan
must include plans and specifications for stormwater management facilities designed to remove 85°Ir
TSS according to the most recent version of the NC DENR Stormwater Best Management Practices
Manual. Also, before any permanent building is occupied at the subject site, the stromwater
management facilities, as approved by this Office, must be constructed and operational, and the
stormwater plan, as approved by this Office, shall be implemented.
We understand that you have chosen to contribute to the Wetland Restoration Program in order to compensate
for these impacts to wetlands and/or streams. In accordance with 15A NCAC 2R .0402, this contribution will
satisfy our compensatory mitigation requirements under 15A NCAC 2H .0506(h). According to 15A NCAC 21-1
.0506(h), feet of restoration will be required. Until the Wetland Restoration Program receives and clears your check
(made payable to: DENR - Wetland Restoration Program), wetland or stream fill shall not occur. Mr. Ron Ferrell
should be contacted at 919-733-5083 ext. 358 if you have any questions concerning the Wetland Restoration
Program. You have one month from the date of this Certification to make this payment. For accounting purposes,
Division of Water Quality • Non-Discharge Branch
1621 Mail Service Center Raleigh NC 27669-1621 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
o3oS?
this Certification authorizes the till of 1`b acres of non-
riparian wetlands or----Wet- .Ins, in river and subbasin and aere9-er
, 1.6-1 acres of non-riparian restoration and linear Feet 4
m
restoraUon are required. Please be aware that the Wetland Restoration Program (WRP) rules require
rounding of acreage amounts to one-quarter acre increments (15A 2R .0503(b)).
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 which
conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final
and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act.
If you have any questions, please telephone John Dorney at 919-733-9646.
Sincerely,
Kerr T. Stevens
Attachment f/-1
(uu
cc: CoV[1 s of Engineers F Id Office
") • ' TWQ Regional Office
Fil copy
Central Files
Ron Ferrell; Wetland Restoration Program
Todd St. John
U!t`
6gIIG,?? ? ?5c,,A.
Q-k9 f??Y'vadC
-ej
NORTH CAROLINA-DIVIS OF WATER QUALITY
401 WATER QUALI CERTIFICATION
SUMMARY OF PERMITTED IMPA S AND MITIGATION REQUIREMENTS
In accordance with 15A NCAC 2 H.0500, has permission as outline below for the purposes
of proposed . All activities associated with these authorized impacts must be conducted with the
conditions listed in th attached cetification transmitttal letter. THIS CERTIFICATION IS NOT VALID
WITHOUT THE A ACHMENTS.
COMPENSATORY MITIGATION REQUIREMENT WETLAND RESTORATION PROGRAM
LOCATION ?G u ?Al
COUNTY:
BASIN/SUBBASIN O 3 DS?n a-
As required by 15A NCAC 2H .0506. and the conditions of this certification, you are required to compensate
for the above impacts through the restoration, creation, enhancement or preservation of wetlands and surface waters
as outlined below prior to conducting any activities that impact or degrade the waters of the state.
Note: Acreage requirements proposed to be mitigated through the wetland Restoration Programs must be rounded
to one-quarter acre increments according to 15 2r .0503(b)
acres of Class WL wetlands
acres of riparian wetland
1I acres of non-riparian wetlands
acres of Class SWL wetlands
linear feet of stream channel
(other)
One of the options you have available to satisfy the compensatory mitigation requirements is through the
payment of a fee to the Wetlands Restoration Fund per NCAC 2R .0503. If you choose this option, please sign this
form and mail it to the Wetlands Restoration Fund at the address listed below. An invoice for the appropriate
amount of payment will be sent to you upon receipt of this form. PLEASE NOTE, THE ABOVE IMPACTS ARE
NOT AUTHORIZED UNTIL YOU RECEIVED NOTIFICATION THAT YOUR PAYMENT HAS BEEN
PROCESSED BY THE WETLANDS RESTORATION PROGRAM.
Signature Date
WETLANDS RESTORATION PROGRAM
DIVISON OF WATER QUALITY
1619 Mail Service Center
RALEIGH, N.C. 27669-1619
[phone]
E CIVILTECH
ENGINEERING, INC.
April 20, 2000
North Carolina Department of Environment
and Natural Resources
Division of Water Quality
1621 Mail Service Center
Raleigh, N.C. 28542-0004
Attn: Mr. John Dorney
Re: Design/ Build Commissary
MCAS New River, N.C.
Project No.: 000069
Dear Mr. Dorney:
2 5G00
AGROUP
SECTION
As per your April 10, 2000 request please find enclosed, for your review, the following
information which you requested relating to the proposed Commissary at the Marine Corps Air
Station at New River North Carolina:
• One (1) original and three (3) copies of the current USGS Quadrangle Map
(Jacksonville South) at a scale of 1:24000 indicating the project location. The
copies have been colored to indicate all "blue line" water courses within 5000' of
the site. The wetland area to be filled is indicated in red.
• Four (4) copies of pertinent sections of the FONSI and Final Environmental
Assessment for the Commissary project indicating predominant soil type in the
project area.
Additionally, you requested in your letter information regarding wetland type for the area being
impacted by the project. Mr. Micky Sugg, the Army Corps of Engineers official who issued the
Nationwide No. 26 permit for this project has informed me that the wetland is palustrine forested
consisting of mixed hardwood and pine which is non-riparian in nature.
500 PARK BOULEVARD • SUITE 250 • ITASCA, IL 60143 • [phone] • FAX [phone]
30 N. LASALLE STREET • SUITE 1402 • CHICAGO, ILLINOIS 60602 9 [phone] • FAX [phone]
Mr. John Dorney
North Carolina Department of Environment and Natural Resources
MCAS New River Commissary - Project No. 000069
April 20, 2000 - Page 2 of 2
I trust that the attached information is sufficient for you to complete your review of this project.
If this is not the case, please contact me immediately at [phone], as the start of
construction is now awaiting issuance of the Section 401 permit. Thank you for your attention to
this matter. We look forward to your response.
Very truly yours,
CIVILTECH ENGINEERING, INC.
AA4
Gary Pverbay
cc: Mr. Edward Snoble
Mr. Steve Medlin
Mr. Rafael Fernandez
APR 2 5
NOS
WATER QUALM

BORING LOG
??¦
IF NJ
m-
Report No.: 46043070 DATE: July 16, 1998
Cli= Marmon Mot
Pmi? Proposed MCAS New River Commissary - JacksonvMa- North Carolina

3
i
Boring No.: &21 (1 of 1) Total 5.0' 1 :ter: - Loatim- See Drawing No. 1
Type of Botiag: HSA I Started: 7/14/98 Comalemd: 7/14/98 DrMer. ShuWGarino
Approx. I Dent i DESCRIPTION OF MAT'rRIAIS 'Sample Depthe
PL N VALUE (bp0
FaMc A
LL
N
Elenaoa I (Clusi&ation Blows (=)
2 S 10 20 040 5060 80
0.6 Superficial Organic Soil (OL) - moist 3-3-3 0.0 6
ALLUVIAL - Firm to Stiff, Tan and Grey, 1.5
Silty Sandy CLAY (CL) w/some rootlets 2-3-4 7
and wood fragme= - moist 3.0
4-5-5 3.5
10
5.0 5.0
Boring terminated (l? 5 feet 0 inches
Groundwater:
0 hr. - dry
24 hr. -- dry
c?
.t
BORENG LOG
MAW
N Report No.: 460-85070 DATE: July 16, 1998
client Marmon Mok
- Project Proposed WAS New River Commissary - JacksonvMe, North Carolina
Boring No.: B-22 (1 of 1) 1 D

5.0'
oth

Elev: t

Lo== See Drawing No. 1
Type of Boring: HS A Snrred: 7/14/98 Comotaea: 7/1 4/98 Driller: Shull/Garino
# Approx. D:SCPJMON OF MATERIALS
T?p? o
samPt Samalo
Deptti PL N VALUE roP0
%M
C LL
(Classifiarion) Blows (F=)
2 5 10 20 30 40 5060 8
- 0.6 ?- Supetncial Organic Soil (OL) -moist 2-2-2 0.0 I

ALLUVIAL - Soft to Very Soft. Tan and
1.5 :
1
Grey, Si7ry Sandy CLAY (CL) w/some 3-2-2
- rootlets and wood fragments - moist 3.0
1-i-1 3.5
5.0 5.0
Boring terminated 5 feet 0 inches
Groundwater:
-
24 hr.
dry
i
J

t *•
S
N
4
4
2

02/21/2000 09:30 9108260595
DESCON_MEDLIN CONST PAGE 01
Descon / Medlin Construction
Ft. Bragg Design/Build!Commissary & Exchange - Job Number: 9820
PO Box 71958, Ft. Bragg, NC 28307
Jobsite Tel: [phone]
Jobsite Fax: [phone]
Fax
Date: Monday, February 21, 2000
To: John Dorney
Company: Wetlands Group
Fax Number: 919-733-9959
Message: Site location maps for the MCAS New River, Commissary Project located in
Onslow County.
Should there be further queetwoos, please do not hesitate to contact the above.
if this transmission is incomplete, please call (910) 82"143
b-
From: William Ballantine No. of Payee: 4
N9/91 /9PIPI 1 PIq*';PI
9109260595
DESCON_MEDLIN CONST
PAGE 02
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02/21/2000 09:30 9108260595 DESCON_MEDLIN CONST PAGE 04

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State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
kl?WAAi?r
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
February 9, 2000
DWQ Project #000069
Onslow County
CERTIFIED MAIL - RETURN RECEIPT RFO JESTED
Mr. Martin Korenek
Fish and Wildlife Division
Environmental Management Department
United States Marine Corps
Marine Corps Base - PSC Box 20004
Camp Lejeune, North Carolina 28542-0004
Dear Mr. Korenek:
On 19 January, 2000, the Division of Water Quality (DWQ) was notified by receipt
of your application regarding your plan to fill wetlands for the purpose of construction of
a commissary facility at Marine Corps Air Station New River in Onslow County.
Approval from DWQ is required to disturb these wetlands. In particular as described in
15A NCAC 2B .0502, we will require you to provide a location map, which depicts the
location of this project and locates all streams and ponds on the property. Please show
these on maps of suitable scale (for instance 1"=100 feet) so we can begin to determine
your projects' compliance with 15A NCAC 2H.0500.
Please call me at 919-733-1786 if you have any questions or would require copies of
our rules or procedural materials. This project will remain on hold as incomplete in
accordance with 15A NCAC 2H.0502(c). The processing time for this application will
begin when this information is received.
00o, ncere ,
n R. Dorney
cc: Wilmington DWQ Regional Office
Wilmington Corps of Engineers
File Copy
Central Files
Wetlands/401 Unit
4401 Reedy Creek Road Raleigh, North Carolina 27607
Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post consumer paper
UNITED STATES MARINE CORPS
MARINE CORPS BASE
PSC BOX 20004
CAMP LEJELINE, NORTH CAROLINA 28542-0004
PAYMENT
Mr. John Dorney RECEIVED
Division of Water Quality
North Carolina Department of Environment and Natural Resources
4401 Reedy Creek Road, f` y
Raleigh, North Carolina 27607 th.g
Dear Mr. Dorney:
IN REPLY REFER T0:
11300
BEMD

Marine Corps Air Station New River (MCASNR) proposes to fill 1.67 acres of jurisdictional
wetlands in order to construct a new commissary facility at the air station. The site selection and
project design has been re-evaluated and modified in order to minimize unavoidable wetland
impacts and prevent the degradation of water quality. The application for 401 Water Quality
Certification is provided in the enclosure.
We understand that compensatory mitigation is a condition of the 401 Water Quality
Certification when issued for projects that result in greater than 1-acre of wetland loss. We
request that payment to the North Carolina Wetland Restoration Fund in lieu of compensatory
mitigation be approved for this project in order to satisfy our mitigation requirements. A
description of the project with design drawings is provided in the permit application. Upon
approval, all work will be conducted in strict accordance with general conditions and any special
conditions specified in 401 '\Vater Quality Certification for Nationwide Permit 26.
Point of contact is Mr. Martin Korenek, Fish and Wildlife Division, Environmental Management
Department, at telephone [phone].
Sincerely,
Y
7
f .
Enclosure: 1. Joint permit request form NWP 26 (7 copies)

CIVILTECH
ENGINEERING, INC.
,) ??
too ,I,
January 10, 2000
Commanding General
AC/S EMD/FWD (Mr. Martin Korenek)
PSC 20004
Marine Corps Base
Camp Lejeune, NC 28542-0004
re: Proposed Design/Build Commissary
MCAS New River, NC
Pre-Construction Notification Application Submittal
Dear Mr. Korenek:
Please find enclosed nine (9) copies of the revised Pre-Construction Notification Application
submittal to the Army Corps of Engineers (ACOE) and the North Carolina Department of
Environment and Natural Resources, Division of Water Quality (NC-DENR) for the referenced
project. This application has been revised from that previously sent to you on November 5, 1999
due to revised limits of the wetlands, inclusion of a wet detention basin and proposed mitigation
of the wetland impacts by payment to the Wetland Restoration Fund.
Please forward one copy of the enclosed to Mr. Mickey Sugg at ACOE and seven copies to Mr.
John Dorney at NC-DENR. Mr. Dorney's correct address is as follows:
Mr. John Dorney
North Carolina Department of Environment and Natural Resources
Division of Water Quality
1621 Mail Service Center
Raleigh, NC 27699-1621
Please note that on the PCN form, your office needs to complete Item No. 7c and you need to
supply the owner's signature. Furthermore, we would request that if you believe copies of the
Environmental Assessment or Wetland Delineation Report which the Installation prepared for
this project are required by the reviewing agencies, that you include copies of those relevant
documents with this submittal to ACOE and NC-DENR. We would also request that you
include the check which we had provided earlier, in the amount of $475, with this submittal.
500 Park Boulevard • Suite 250 • Itasca, Illinois 60143 • [phone] • FAX [phone]
30 N. LaSalle Street • Suite 1402 - Chicago, Illinois 60602 • [phone] • FAX [phone]
Should you need any additional information or have any questions in regard to this matter,
please contact me at [phone].
Very truly yours.
CIVILTECH ENGINEERING, INC.
.?J
rbay
Gary Pv0
500 Park Boulevard • Suite 250 • Itasca, Illinois 60143 • [phone] • FAX [phone]
30 N. LaSalle Street • Suite 1402 • Chicago, Illinois 60602 • [phone] • FAX [phone]
DEM ID:
CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT R )
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFICATION
3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AllD_(1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD OFFICE
OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7) COPIES SHOULD BE
SENT TO THE N.C. DIVISION OF E?VIRONMaNTAL M-AINAGE.MENT (SEE AGENCY ADDRESSES SHEET) .
or EASE pRT'?IT.1. OWNERS NAME: CNS ('nar?r,e ('l_'Lfys
2. MAILING ADDRESS: Cc?rnrnc??,c??v?a G_c_.-r??R,.? {?C,Jf' EMS) I F1nl O ?Mc ?Vlcac-?:J1 iCacrrv
('nac-?rL rcX FS?.-se QSC %1Qt'L?? SUBDIVISIONI NA.?`-IE : ?--
r
CITY: Cc,tA-,F Le:?eure. STATE: -?
N.C. ZIP CODE: __'a1`ZS5y"?L •-000?A
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAIME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE) SOV??u?c_ac ?o--ner c:';-' CLsc>?S ?? c, ?? ••A''r,??
-MC N5
N R ?v c_ c- N C
3. TELEPHONE NUMBER (HOME): (WORK) : VAko) LA ON - 7.\ti?
4. IF APPLICABLE: AGENT'S NAME OR RES?0NSI3LE CORPORATE OFFICIAL,
ADDRESS, PHONE NUMBER:
5. LOCATION OF WORK (PROVIDE A MAP, PRE?ERA3LY A COPY OF USGS TOPOGRAPHIC MAP OR
AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: on-Mow NEAREST TOWN OR CITY:
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.) (c,LU.? ?r 1-?L
A\r
6 . IMPACTED OR NEAREST STREAM/RIVER:
NrvJ Rive c-
RIVER BASIN: N?_.w ?1?ter-
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS.(ORW), WATER SUPPLY
(WS-I OR WS-II)? YES ( ) NO ("41 IF YES, EXPLAIN:
NW#Z
7b. IF THE PROJECT IS LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT
ARE OF ENVIRONMENTAL CONCERN (AEC)? YES ()oC1 NO [ )
7c. IF THE.PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF COASTAL
COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION:
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROPERTY?
YES ( J NO [x) IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND ANY
ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION):
Bb. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE?
YES ( ) NO QQ IF YES, DESCRIBE ANTICIPATED WORK:
9A. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: 9A02 A
93. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
10A. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: r.lcl A, EXCAVATT_ON: --
FLOODING: - OTHER:
DRAINAGE: - TOTAL, ACRES TO BE IMPACTED: I .b'7 ACC'L,<?,
10B. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED, PROVIDE
DISTANCE BOTH BEFORE AND AFTER RELOCATION):
LENGTH BEFORE: N /A RT AFTER: O/A ET
WIDTH BEFORE (based on normal high water contours): N/{* Z
WIDTH AFTER: N N ??.
AVERAGE DEPTH BEFORE: N 1A -T AFTER: P JA
?T
(2) STREAM CRALNFr TMDA('TS WTrr a^STTrT ^anM• (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL:
CHANNEL ELEVATION: CONSTRUCTION OF A DAM/FLOODING:
OTHER:
11. IF CONSTRUCTION OF A POND IS PROPOSED, W AT IS THE SIZE OF THE WATERSHED DRAINING
TO THE POND? G .x,6 Pccr
WHAT IS THE EXPECTED POND SURFACE AREA? C' -vy'C&') V-1'000--7;v 12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL EQUIPMENT
TO BE USED (ATTACH PLANS: 84" :c 11" DRAWINGS ONLY) See "Toof_c-+
13. PURPOSE OF PROPOSED WORK: `7e<C_ c. V\cl??N\ed
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS):
?uc?necA ••Vco, cs e i C, rN
15. /THRTEENNED EQUIRED TO CONTACT HE U.S. FISH AN W/RNG RV CE (USFWS) /OR
/R HERIES S RVICE (NMFS) (S E AE SES SHEET) EGARDING
FED E. LY LISTED OR PR POSENG E:IDANGE ED OR
OR CI. ICAL HABITAT I THE PTHAT MA Y E AFFEC LD BY
T.
TACH RESM THES AGENCI" 16. C NTACT THE STAT HISTORIC ON OF ICER (S PO) (SEE
AGENCY T) REGARDING T E PRESENCE O C P OPERTT_ES IN THE
PERMIT Y BE AFFECTED Y THE PROPOSE .
DATE CO
17. DOES THE PROJECT INVOLVE ANT EXPENDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC
(STATE) LAND? YES ( )Aj NO ( J (IF NO, GO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL DOCUMENT
PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT?
YES ()CJ NO (
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA.DEPARTMF..NT
OF ADMINISTRATION STATE CLEARINGHOUSE? YES ( J NO (XI
11 NUt'(r '. EA Vw s bGt_?r 1 Vx\- s.-AD VA+ ?-V r_d Sr .
T_F ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE
CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING COMPLIANCE WITH THE
NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE DIRECTED TO MS.
CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH CAROLINA DEPARTMENT OF
ADMINISTRATION, 116 WEST JONES STREET, RALEIGH, NORTH CAROLINA 27603-8003, TELEPHONE
[phone].
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED ACTIVITY
INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL INTO WETLANDS:
a..WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES AD[D PONDS ON THE
PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND 38). ALL
STREAMS (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON THE MAP.
MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1 INCH EQUALS 100 FEET OR-THEIR
EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY PROJECT.
C. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL/ DATA SHEETS RELEVANT
TO THE PLAC E.MENT OF THE DELINEATION LINE. 11
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY? Cl?rn?, ..-,-?p??
E. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? ''fOANNc-A2a 1
g. SIGNED AND DATED BY AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE U.S. MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT, AND
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF ENVIRONMENTAL MANAGEMENT
(WATER QUALITY) CERTIFICATION.
OWNER'S/AGF? 'S SIGNATURE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18G.))-

? ? Gi '7jd?U
AT E
1

PROJECT DESCRIPTION
Design/Build New Commissary
MCAS New River, North Carolina
This project is being developed by the Defense Commissary Agency (DeCA) to provide a new
Commissary facility (Grocery store) for military personnel and their families at MCAS New
River, North Carolina. The proposed development will consist of a single, one-story structure,
approximately 46,000 square feet in size located on 9.6 acres of property. The site, which is
completely within the confines of MCAS New River, is at the intersection of Curtis Road and
"A" Street in Onslow County. The proposed building is directly adjacent to an existing Credit
Union, Exchange and Laundromat located along the south side of Curtis Road. The relationship
between the proposed site and these complementary uses was critical in the selection of this
location for the project. An Environmental Assessment was prepared for this project which
evaluated alternate locations and configurations for the Commissary. The result of the EA was a
Finding of No Significant Impact (FONSI) if the project is developed as currently proposed.
Also included in this project is construction of a 159 space parking lot, improvements to Curtis
Road, off-site utility connections and a wet detention basin. It should be noted that a facility of
this size would normally require between 230 and 280 parking spaces, but its co-location with
the existing Exchange creates the potential for shared parking. This parking reduction results
not only in cost savings, but also preservation of nearly one acre of land. Approximately half of
the site proposed for development is currently wooded and will be cleared as part of this project.
Construction of the project has already been contracted under a one-step Design/Build process
where a Contractor/Designer team is selected to both design and construct the facility under a
single contract. One of the reasons which the government utilizes this process is to allow the
site and foundation construction to begin prior to the entire design of the facility being complete,
thereby reducing the time it takes to get the facility on-line. For the government to benefit from
this process, it is essential that the site grading be started as soon as practical after Notice to
Proceed is issued. For this reason, this Pre-construction Notification Application is being made
prior to completion of the final design documents.
Of the total 9.6 acres proposed for the site of the Commissary, 3.11 were initially identified as
wetland in a delineation report completed by the Corps of Engineers in July 1999. Subsequent
to the completion of that report, representatives of the Corps and Camp Lejeune Environmental
Management Division reevaluated the site on 12/21/99 and determined that the original
delineation should be revised. The attached exhibit from the original delineation report
indicates the initial delineation and the revision based upon the 12/21/99 site inspection. Using
the revised wetland limit, it will be necessary to fill 1.67 acres of this area to allow for
construction of the proposed improvements. Additional alternate configurations of the site were
evaluated in an attempt to further reduce the amount of impacted wetland to below one acre,
however no satisfactory alternative was discovered. It was determined that since the impact
could not be reduced to below one acre, the most prudent course was to pursue payment into the
Wetland Restoration Fund to mitigate the 1.67 acres of wetland to be filled and to include a wet
detention basin on the site to replace water quality measures lost due to the filling of the
wetland. The water quality basin is indicated on the attached exhibits.

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?. NORTH CAROLINA DEPARTMENT OF
., ©`I• ENVIRONMENT AND NATURAL RESOURCES
NCDENR DIVISION OF WATER QUALITY
GRpUli,
IVA Apri126, 2000
Joanne SteenhuiSECTI?J
JAMES B. HUNT JR.
GoYERNOR Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-2845
BILL HOLMAN
SECRETARY Dear Ms. Steenhuis
Subject: Project Name: MCAS New River Commissary
KERB T. STEVENS COE #: 20000755
DIRECTOR County: Onslow
The purpose of this letter is to notify you that the North Carolina Wetlands
Restoration Program (NCWRP) will accept payment for wetland impacts associated
with the subject project in accordance with the Memorandum of Understanding
between the North Carolina Department of Environment and Natural Resources and
the U.S. Army Corps of Engineers dated November 4, 1998. Based on information
supplied by the applicant in a letter dated April 7, 2000, an application requesting
authorization to impact 1.75 acres of wetlands has been submitted for the subject
project. The NCWRP will provide mitigation as specified in the 401 Water Quality
Certification and/or Section 404 permit (up to 1.75 aces of wetlands restoration) for
impacts associated with the subject project in Cataloging Unit 03030001 of the
White Oak River basin.
If you have any questions or need additional information, please contact
Crystal Braswell at [phone].
Sincerely,
Ronald E. errell,
Program Manager
Wetlands Restoration Program
cc: Rob Riding, Wetlands/401 Unite
Mickey Sugg, USACOE
WETLANDS RESTORATION PROGRAM
1619 MAIL SERVICE CENTER, RALEIGH, NC 27699-1619
websile: h2o.enr. state. nc. us PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST-CONSUMER PAPER
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
JAMES B. HUNT JR. Deborah Sawyer
GOVERNOR NCDENR/Washington Regional Office
943 Washington Square Mall
Washington, North Carolina 27889
April 26, 2000
BILL HOLMAN
SECRETARY Dear Ms. Sawyer:
Subject: Project Name: Hooker Road Widening
KERR T. STEVENS County: Pitt
DIRECTOR
The purpose of this letter is to notify you that the North Carolina Wetlands
Restoration Program (NCWRP) will accept payment for stream impacts associated
with the subject project in accordance with the Memorandum of Understanding
between the North Carolina Department of Environment and Natural Resources and
the U.S. Army Corps of Engineers dated November 4, 1998. Based on information
supplied by the applicant in a fax dated March 8, 2000, an application requesting
authorization to impact 399 linear feet of stream channel has been submitted for the
subject project. The NCWRP will provide mitigation as specified in the 401 Water
Quality Certification and/or Section 404 permit (up to 798 linear feet of stream
restoration) for impacts associated with the subject project in Cataloging Unit
03020103 of the Tar-Pamlico River basin.
If you have any questions or need additional information, please contact
Crystal Braswell at [phone].
Sincerely,
Ronald E. Ferrell,
Program Manager
Wetlands Restoration Program
cc: Rob Riding; Wetlands/401 Unit
Henry Wicker, USACOE
WETLANDS RESTORATION PROGRAM
1619 MAIL SERVICE CENTER, RALEIGH, NC 27699-1619
website: h2o.enr.state. nc.us PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST-CONSUMER PAPER
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