19950879 Ver 1_COMPLETE FILE_19950110

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P,E„ Director
APPROVAL of 401 Water Quality Certification
Commanding Officer
Building 1
Marine Corps Base
Camp Lejuene, N.C. 28547
Dear Sir:
A[4*o AV
1::3 FE F1
October 16, 1995
Onslow County
DEM Project # 95879
F [ L
You have our approval to place fill material in 0.96 (0.16 acres of permanent fill) acres of
wetlands or waters for the purpose of replacing bridges at Holcomb Boulevard over Wallace Creek, as
you described in your application dated 11 August 1995. After reviewing your application, we have
decided that this fill is covered by General Water Quality Certification Number 2735. This certification
allows you to use General Permit Number 031 when it is issued by the Corps of Engineers.
This approval is only valid for the purpose and design that you described in your application. If
you change your project, you must notify us and you may be required to send us a new application.
For this approval to be valid, you must follow the conditions listed in the attached certification. In
addition, you should get any other federal, state or local permits before you go ahead with your
project.
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 Environmental Management under Section 401
of the Clean Water Act. If you have any questions, please telephone John Dorney at 919-733-1786.
Sincerely,, on How , Jr. P.E.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Wilmington Field Office
Wilmington DEM Regional Office
Mr. John Dorney
Central Files
Joe Avolis; Avolis Engineering 95879.1tr
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
L
AVOLIS ENGINEERING, P.A.
P.O. Box 15564 • New Bern, North Carolina 28561 • [phone]
August 11, 1995
RECEIVED
AUG 1 81995
ENVIRONMENTAL SCIENCES
Mr. John Dorney
North Carolina Division of
Environmental Management
Water Quality Section
4401 Ready Creek Road
Raleigh, NC 27607
RE: APPLICATION TO DEVELOP IN NORTH CAROLINA"S COASTAL AREA;
REPLACE BRIDGES - HOLCOMB BOULEVARD OVER WALLACE CREEK, MCB,
CAMP LEJEUNE, NC
Dear Mr. Dorney:
Enclosed please find the above-referenced project application
submitted for your review and approval.
The project involves the replacement of two existing two-lane
bridges over Wallace Creek with two new three-lane bridges
including a bicycle path. The roadway will continue to follow its
present route. The construction of the two new bridges
necessitates the widening of the bridge approachways. The present
bridge approachways are constructed across the low-lying flood
plain along Wallace Creek. Consequently, the slope limits of the
existing approachways are located along wetlands.
The permanent features of this project will impact 6,900 square
feet (0.16 acres) of wetlands. 6,150 square feet of this area
consists of the extension of embankment fill slopes where the
bridge approachways are widened. The increased slope limits are
necessary in order to stabilize the embankment side slopes from
erosion and to provide suitable slopes for safe roadway
construction. The remaining 750 square feet of the wetland
impacted area occurs at the rip rap protected end bents.
Replacement of the two existing bridges will require the
replacement of sections of three existing water lines. A 24-inch
diameter water line will be placed on pile supports. A 12-inch and
18-inch water line are proposed to be buried in the creek bottom.
Holcomb Boulevard is a heavily traveled roadway which is the main
gate entrance to MCB, Camp Lejeune. It is not feasible to route
the four lanes of traffic across one two-lane bridge while the
other bridge is being replaced. In order to adequately handle the
existing traffic flow, it will be necessary to construct a detour
route east of and adjacent to the existing bridges. The proposed
detour route will consist of earthen fill approachways and a
temporary bridge structure. Other possible traffic routing
alternatives were considered and analyzed and were determined to
not be feasible.
The temporary detour route is estimated to be required for a period
of approximately 15 months. The detour footprint area occupies
35,000 square feet (0.8 acres) of wetland area including the
earthen embankment slopes. Following the completion of
construction, the temporary detour route structures including the
fill areas will be completely removed from the site. The project
area will be completely restored to the preconstruction contours.
Replanting will occur with indigenous species at intervals of 10,
on center in accordance with the attached planting schedule.
Wallace Creek is classified as SB NSW (Primary Recreation and
Nutrient Sensitive Waters).
It is requested that you please review and approve the project as
early as possible. MCB, Camp Lejeune is currently advertising this
project for bids and would like to be able to award this project in
September of this year for construction. The receipt of this
permit will be required in order to award the project. Please do
not hesitate to call me for any additional information which you
may need.
Sincerely,
Jo ep C. Avolis, P.E.
Pr 'dent
cc: Mr. Jim Mercer, CAMA
Mr. Steve Benton, DEM Raleigh
Mr. Jim Gregson, DEM Wilmington
Mr. Cliff Winefordner, ACOE
Form
APPLICATIO
(ro be completed by all applicants)
b. City, town, community or landmark
CAMP LEJEUNE
1. APPLICAIN7
c. Street address or secondary road number
a. Landowner: HOLCOMB BLVD. BRIDGES
Name COMMANDING OFFICER
Address BLDG. 1, MCB
City CAMP LEJEUNE
State NC
Zip 28547 Dav Phone [phone]
Fax [phone]
b. Authorized Agent:
Name NONE
Address
City State
Zip Day Phone
Fax
Project name (if any) REPLACE BRIDGES -
HOLCOMB BLVD. OVER WALLACE CREEL:
NO7 . Perms: will be issued in name orlanda%ner(t), andio-
projeet name.
2. LOCATION OF PROPOSED
PROJECT
County 0 N"S1-0
d. Is proposed work within city limits or planning
jurisdiction? T Yes X No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) WALLACE CREEK
3. DESCRIPTION AND PLANNED USE
OF PRIJPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
REPLACE TWO EXISTING BRIDGES.CONSTROCT
ONE TEMPORARY EARTHEN DETOUR ROUTE WITH A
TEMPORARY BRIDGE, CONSTRUCT THREE UTILITY
CROSSING
b. _ Is the proposed activity maintenance of an existing
ro ect new work., or bo ? BOTH, PRIMARILI'
AAllNTisNANCE OF EXIS N .
c. Will the project be for public, private or commercial
use? PUBLIC ROAD (DEPARTMENT OF DEFENSE;
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional ppaagges. REPLACE EXISTING BRIDGES
ALONG OMB BLVD. WHICH IS THE MAIN
ACCESS ROAD TD-M`CB;-CA P-- LEJEUNE, NC.
BRIDGE REPLACEMENT IS NECESSARY IN ORDER
TO SAFELY HANDLY PRESENT TRAFFIC FLOW.
Revised 0314=
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract APPRnXTMATFI Y A ACRES
b. Size of individual lot(s) NOT APPLICABLE
c. Approximate elevation of tract above MHW or
NWL VARIES - 0 FT. TO 13 FT.
d. Soil type(s) and texture(s) of tract
- s1UCKALEE.LOAMY TEXTURE
e. Vegetation on tract
SEE ATTACHED PLANT LIST.
f. Man-made features now on tract TWO BRIDGES
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local kind use pl=.)
Conservation Transitional
Developed Community
Rural X Other
h. How is the tract zoned by local government?
U.S. MILITARY INSTALLATION
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Mach zoning compliance certificate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom? N77A PPL I CA77-
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
1. Are there wetlands on the site? X Yes No
Coastal (marsh) Other X
If yes, has a delineation been conducted? YES
(Anoci aoeunwntation, if ovailabie)
i
m. Describe existing wastewater treatment facilities.
NONE
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, 'wash
down' and residential discharges.)
SURFACE RUNOFF ONLY ASSOCIATED WITH
EXISTING ROADWAY MEDIAN L
o. Describe existing drinking water supply source.
NONE
5. ADDI'T'IONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
tp the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the dead or other instrument under
which the owner cliLims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1J2' by 11' white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies. will be ac^aepted.. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a pan of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
Revised 03!45
Form DCM-W-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name WALLACE CREEK IS LOCATED ALMOST
Address ENTIRELY ON MCB, CAMP LEJEUNE.
Phone THE NEAREST OTHER LANDOWNER IS
LOCATED APPROXIMATELY Name UPSTREAM.
Address
Phone
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
NONE
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application. N/A FEDERAL PROJECT
• A signed AEC hazard notice for projects in
oceanfront and inlet areas. ?A
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the _15 day of A U6 193-6,
Ptt6?L1C WoRks
Print Named OFFICER, MCB, CAMP LEJEUN
Signature U_Q -
l mdow wr or Autho ' ed gent
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
DCM MP-4 Structures Information
7 DCM MP-5 Bridges and Culverts
DCM MP- RMarina Development
NOTE: Please sign and dare each attachment in the
space provided at the bottom of each form.
Revised 03195
Form DCM-MP-5
I
BRIDGES AND
CULVERTS
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
1. BRIDGES
(4) Will all, or a part of, the existing culvert be
removed? (Explain) N/A
g. Length of proposed bridge 3 - 144'
ONE BRIDGE IS TEMPORARY DETOUR
h. Width of proposed bridge 3 - 45'
a. Public X Private
b. Type of bridge (construction material)
CONCRETE
c. Water body to be crossed by bridge
WALLACE CREEK
d. Water depth at the proposed crossing at MLW or
N`WL 7 FEET
e. Will proposed bridge replace an existing bridge?
X Yes No
If yes,
(1) Length of existing bridge 2 - 120'
(2) Width of existing bridge 2 - 33'
(3) Navigation clearance underneath existing
bridge 7'
(4) Will all, or a part of, the existing bridge be
removed. ((E?xpplain)) ALL OF EXISTING
BRIDGE SHAZL B REMOVED.
f. Will proposed bridge replace an existing culvert(s)?
Yes X No
If yes,
(1) Length of existing culvert N/A
(2) Width of existing culvert N/A
(3) Height of the top of the existing culvert above
the MHW or NWL N/A
i. Height of proposed bridge above wetlands
21-MINIMUM, 6.1-MAXIMUM
j. Will the proposed bridge affect existing water flow?
Yes X No
If yes, explain
k. Na ?gatign clearance underneath proposep bridge
1. -Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? Yes X No
If yes, explain
m. Will the proposed bridge cross wetlands containing
no navigable waters? Yes X No
If yes, explain WALLACE CREEK IS NAVIGABLE
TO SMALL BOATS.
n. Have you contacted the U.S. Coast Guard
concerning their approval?
Yes X No
If yes, please provide record of their action.
INLAND WATERWAY
Revised 03195
Form DCNI-NIP-5
2. CULVERTS
a. Water body in which culvert is to be placed
NOT APPLICABLE
b. Number of culverts proposer]
c. Type of culvert (construction material, style)
d. Will proposed culvert replace an existing bridge?
Yes No
If yes, _
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
bridge
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
Will proposed culvert replace an existing culvert?
Yes No
If yes,
(1) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
the MHW or NWL
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
f. Length of proposed culvert
g. Width of proposed culvert
h
i.
Height of the top of the proposed culvert above the
MHW or NWL
Will the proposed culvert affect existing water flow?
Yes No
If yes, explain
j. Will the proposed culvert affect existing navigation
potential? Yes No
If yes, explain
3. EXCAVATION AND F LL
a. Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL?
X Yes No
If yes,
(1) Length of area to be excavated 415'
(2) Width of area to be excavated 30' AVG.
(3) Depth of area to be excavated 3'
(4) Amount of material to be excavated in cubic
yards 1 , 060
b. Will the placement of the proposed bridge or culvert
require any excavation within:
_ Coastal Wetlands _ SAVs X Other Wetlands
If yes,
(1) Length of area to be excavated 415' TOTAL
(2) Width of area to be excavated 20'
(3) Amount of material to be excavated in cubic
yards 925
c. Will the placement of the proposed bridge or culvert
require any highground excavation?
Yes X No
If yes,
(1) Length of area to be excavated N/A
(2) Width of area to be excavated
(3) Amount of material to be excavated in cubic
yards
d. If the placement of the bridge or culvert involves
any excavation, please complete the following:
(1) Location AANDFILLoil disposal area
(2) Dimensions of spoil disposal area
PERMITTED OPERATING LANDFILL
(3) Do you claim title to the disposal area?
_X_ Yes No
If no, attach a letter granting permission from
the owner.
NOTE: IF SPOIL MATERIAL IS SUITABLE,
IT SHALL BE REUSED FOR SLOPE
FILL ON THE EMBANKMENTS.
Revised 03!45
Form DCM-MP-5
(4) Will the disposal area be available for future
maintenance? X Yes No
(5) Does the disposal area include any coastal
wetlands (marsh), SAVs, or other wetlands?
Yes X No
If yes, give dimensions if different from (2)
above. N/A
(6) Does the disposal area include any area below
the MHW or NWL? Yes _ (X No
If yes, give dimension if different from No. 2
above. N /A
b. Will the proposed project require the relocation of
any existing utility lines? X Yes No
If yes, explain in detail 3 WATER LINES -
2 BELOW THE CREEK BOTTOM AND 1
PILE SUPPORTS
c. Will the proposed project require the construction of
any temporary detour structures?
X -Yes No
If yes, explain in detail ONLY FEASIBLE ALTERNATII
IS TO DETOUR WITH BRIDGE.
A TEMPORARY Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed below-:
MHVV or N AIL? X Yes No
If yes,
(1) Length of area to be filled 415'
(2) Width of area to be filled 24'
(3) Purpose of fill RIP RAP STABILIZATION
AT END BENTS.
Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed within:
- Coastal Wetlands - SAVs X Other Wetlands
If yes,
(I) Length of area to be filled 290' MAX. (VARIES)
(2) Width of area to be filled 70' MAX. (VARIES)
(3) Purpose of fill TEMPORARY APPROACH FOR
TEMPORARY BRIDGE & FILL SLOPES
INU the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed on
highground? X Yes No
If yes,
(1) Length of area to be filled 220'
(2) Width of area to be filled 70' MAX
(3) Purpose of fill TIE TEMPORARY DETOUR INTO
EXISTING ROAD
4. GENERAL
Will the proposed project involve an), mitigation?
Yes X No
if ves. explain in detail
d. Will the proposed project require any work
channels? Yes X No
If yes, complete Form DCM-MP-2
e. How will excavated or fill material be kept on site
and erosion controlled?
BANK STABILIZATION AND L
FENCING.-
f. What type of construction equipment will be used
(for example, dragline, backhoe or hydraulic
dredge)? DRAGLINE
g. Will wetlands be crossed in transporting equipment
to project site? X Yes No
If yes, explain steps that will be taken to lessen
environmental impacts.
IlNI Y Tn A('r'FS PRnP0SFD AREAS TO g
TEMPORARILY FI IFS
h. Will the piacement of the proposed bridge or culvert
require any shoreline stabilization?
X Yes No
If yes, explain in detail
ONLY ALONG THE END BENTS RES.
Qu$LIC WORKS
R;Nft 0FFTCFR, MCB, CAMP LEJEUNE, NC
APP l y6?Pro" Name
15 Qua qP3
tate
Revised 03!95

DATA FORM
ROUTINE ONSiTE DETERMINATION METHODI
Field Investigator(s): JOE AVOI TS, AVOLIS FNCiINFERING P .A- Date: MAY 11 1995
Project/Sho:-IAI I Af'F r'RFFK RRIDGF RFPI ACFMF ate. NC County.
Applicant/Owner: MCB, CAMP LEJEUNE Plant Community #/Name: TYP I CP'_ UPLAND
Note: If a more detailed site description is necessary, use the back of data form or a field notebook.
---------------------------------------------------
Do norrpal environmental conditions exist at the plant community?
Yes non al
(H no, explain on back)
Has the vegetation, soils, and/or hydrology been significantly disturbed?
Yes No X (If yes, explain on back)
VEGETATION
Indicator
Dominant Plant Species Status Stratum
1. PINUS TAEDA FAC TREE
2. TOX I CODFNDRON RADIA F
NS
A
C TREE
?
a
r
4, GAYLUSSA IA OUM A FAC SHRUB
5. QUFRCUS FALCATTA FACU - TREE
8. OI IFRGUS_Al RA EA LL _ TREE
7, _I T R T Of1FNunN TI II T P T F ERA FAC TRFF
8.
9.
10.
Indicator
Dominant Plant Species Status Stratum
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
Percent of dominant species that are OBL, FACK and/or FAC 707o
Is the hydrophytic vegetation criterion met? Yes X No
Rationale:
>50% HYDROPHYTIC
SOILS
Sedes/phase: MARVYN (DRY, :.ANDY) Subgroup:2 REF: PLATE 36 ONSLOW COUNTY SOIL
Is the soil on the hydric soils list? Yes No y_ Undetermined SURVEY
Is the soil a Histosol? Yes No T-Histic epipedon present? Yes No
Is the soil: Mott'-A R /,?e ____ No 7- Gleyed? Yes No ?-
Matrix Color: UU A0 Mottle Colors__.*?
Other hydric soil indicators: -?W,NE
Is the hydric soil criterion met? Yes No X _
Rationale:
NOT A LISTED HYDRIC SOIL; HIGH CHROMA
HYDROLOGY
Is the ground surface inundated? Yes No X Surface water depth: N/A
Is the soil saturated? Yes No ?-
Depth to free-standing water in pit/soil probe hole: > 18 11
Lisjgt)7pr field evidence of surface Inundation or soil saturation.
Is the wetland hydrology crfterion met? Yes No X
Rationale:
WATER TABLE <12". NU EVIULNUL U? VERIUDIC .
JURISDICTIONAL DETERMINATION AND RATIONALE
Is the plant community a wetland? Yes No A
Rationale for Lurisdictional decision:
ALL THREE CRITERIA FOR A WETLAND ARE NOT MET.
1 This data form can be used for the Hydric Soil Assessment Procedure and the Plant Community
Assessment Procedure.
2 Classification according to 'Soil Taxonomy.'
B-2
DATA FORM
ROUTINE ONSITE DETERMINATION METHODI
Field Investigator(s): JO-c' AVOI T S . AV01 T c FN ; T NFFR T Nu P. A. Date: MA) 1 1 1 . 1995
ProjecvShe:-WQl I A( F (P FK RRTf)(,F PPD1 A('FMFdl?te NC County: ONSLOW
Appiicant/t?wner: MCB. CAMP LEJEUNE Plant Community x/Name: TYPJCAL WETLAND
Note: K a more detailed site description is necessary, use the back of data form or a field notebook.
---------------------------------------------------
Do normal environmental conditions exist at the plant community?
Yes X No (H no, explain on back)
Has the vegetation, soils, and/or hydrology been significantly disturbed?
Yes No X (H yes, explain on back)
Dominant Plant Species
1. ACER RUBRUM
TAynnTijm n T c, -, N?
PERSEA A N A
?. QUFRCUS MICHAUXII
5. _MYR T A ('FPTT-PPh
6.
7.
B.
9.
10.
Indicator
Status
OBL
nrt?
A '
FACW
cAr_
V=EGETATION
Stratum
TREE
?= r
i tt
TREE
TP
Dominant Plant Species
11.
L.
13.
14.
15.
16.
17.
16.
19.
20.
Indicator
Status Stratum
'Percent of dominant "cies that are OBL, FACW, andior FAC 100
Is the hydrophytic.vegetation criterign met? Yes X No
Rationale:
>5 o HYDRO IC
SOILS
Series/phase: MUCKALEE (BLACK. WET", subgroup-2 REF: PLATE 36 ONSLOW COUNTY SOIL
Is the soil on the hydric soils list? Yes X Nc Undetermined SURVEY
Is the soil a Histosol? Yes No ? Histic epipedon present? Yes No
Is the soil: Mottled? Yes No X Gleved? Yes f1o X
Matrix Color: 1 OY R / / 7 - Mottle Colors.. N / H
Other hydric soil indicators: S. aIL Sjt Tkl(? HANnc
Is the hydric soil criterion met? Yes X No
Rationale: LISTED HYDRIC SOIL--OW CHROMA
HYDROLOGY
Is the ground surface inundated? Yes Nc Surface water depth: 0 - 1211
is the soil saturated? Yes X Nc
Depth totofree-standing?ewater in pt/soil probe hoie: c <,1.2
yWA I M '!M1 Lf4? $??Q
W-=E'fRff1 KUU n
is the wetland dro.T criterion met" Yes X No
Rationale: EV HD :CE OF SATURATION 7-MTHIW-TT' OF SURFACE.
JURISDICTIONAL DETERMINATION AND RATIONALE
is the plant community a wetiand'? Yes X Nc
nzticnaieforfur:sdi=iona:oec:sior.. All THPFF E TTFRTA ARF MI=T
^a data form, can be used for :he Hydre Sci Assessment Procedure and the Plan, Communn'
Assessment' Procedure.
:,asstti-ation axording to 'Soi; Taxonornv.'
-2
Form DCM-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Average Final
Existing Project
Length Width Depth Depth
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
N/A
N/A
N/A
N/A
Rock
groin N/A
Rock N/A
breakwater

C
n ^ Other N/A
(Excluding
n shoreline
stabilization)
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 1 , 060
b. Type of material to be excavated
CREEK SIDE SLOPE
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? X Yes No
d. Highground excavation in cubic yards 925
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area
BASE PERMITTED LANDFILL
b. Dimensions of disposal area
VARIES - OPERATING LANDFILL
c. Do you claim title to disposal area?
X Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? X Yes No
If yes, where? BASE LANDFILL
Revised 03/95
Form DCM-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
Does the disposal include any area in the water?
Yes X No
If yes,
(1) Amount of material to be placed in the
water 0
(2) Dimensions of fill area N/A
(3) Purpose of fill N/A
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
Bulkhead X Riprap
b. Length 415'
c. Average distance waterward of MHW or NWL
4'
d. Maximum distance waterward of MHW or NWL
8'
e. Shoreline erosion during preceding 12 months
NON - SLOW MOVING CRFFK
(Source of information) VISUAL OBSERVATIONS
f. Type of bulkhead or riprap material
NCDOT CLASS II
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap 150
(2) Bulkhead backfill 0
h. Type of fill material N/A
Source of fill material N/A
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
X Yes No
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
X Yes No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill APPROACHWAYS FOR
TEMPORARY BRIDGE & SIDE SLOPES FOR
INCREASED WIDTHS OF PERMANENT BRIDGE
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? EMBANKMENT SIDE SLOPE
WILL BE VEGETATED. SILT FENCING WILL BE
PLACED AT THE BASE OF All FII i SI OPFS_
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
DRAGLINE, BACKHOE, BULLDOZER COMPACTOR
DUMP TRU
Will wetlands be cr: ssed in transporting equipment
to project site? X Yes No
If yes, explain steps that will be taken to lessen
environmental impacts. WETLAND CROSSINGS ARE
LIMITED TO LOCATIONS WHERE THE TEMPORARY
APPROACHWAYS WILL BE FILLED.
fL$uc. Woco
-a OHMANDIN4 OFFICER MCB CAMP- JEt1Nl---Nf
App6 Name
.Rik
Signature :
15 AUG 15
Date
Revised 03/95
Form DC-M-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed WIDEN 2 EXISTING &
CONSTRUCT 1 TEMPORARY BRIDGE
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
Yes X No PENDING SUBMITTAL
If yes, date submitted
Describe proposed method of sewage disposal.
NOT APPLICABLE
b. Number of lots or parcels N/A
c. Density (give the number of residential units and the
units per acre) N/A
Have the facilities described in Item i. above
received state or local approval? N/A
(Attach appropriate documentation)
Size of area to be graded, filled or disturbed
including roads, ditches, etc. 1.64 ACRES
If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? Yes X No PENDING
If yes, date submitted
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
ASPHALT
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. ROAD CROSSING
ONLY - PERCENTAGE NOT APPLICABLE.
Revised 03/95
Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial /commercial effluent,
"wash down" and residential discharges).
STORMWATER RUNOFF FROM APPROACHWAY
SIDE SLOPES
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
NOT APPLICABLE
SUBMITTAL
m. Will water be impounded? Yes
If yes, how many acres? N17-
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded? N/A
f'.Alg..IC v 0ey-,S
-E9P9P4ANBfNt OFFICER, MCB, CAMP LEJEUNE, NC
Ap70J&4??-- ect Name
Signature
ISau695
Date
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WALLACE CREEK BRIDGES REPLACEMENT
HOLCO14B BOULEVARD
MCB, CAMP LEJEUNE, NC
PLANT LIST
1. BALDCYPRESS TAXODIUM DISTICHUM
2. PITCHERPLANT SARRACENIA PURPUREA
3. RED MAPLE ACER RUBRUM
4. REDBAY PERSEA BARBONIA
5. SWAMP CHESTNUT OAK QUERCUS MICHAUXII
6. WAXMYRTLE MYRICA CERIFERA
7. SWEET GUM LIQUIDAMBAR STYRACIFLUA
NOTE: THE ABOVE INDIGENOUS SPECIES WILL BE USED FOR REVEGETATING
THE DISTURBED AREAS MADE BY THE TEMPORARY APPROACHWAYS FOR.
THE DETOUR ROUTE. REVEGETATION WILL OCCUR AT TEN FEET ON
CENTER THROUGHOUT THE DISTURBED AREA.