20020570 Ver 1_Complete File_20020411

MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WO Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name River Road Extension into French Creek
Project Number 02 0570
Recvd From APP
Received Date 4/15/02 Recvd By Region
Project Type road crossing
Certificates Stream
Permit Wetland Wetland Wetland Stream Class
Type Type Impact Score Index Prim. Supp.
F 14 F__O Y 0 N ???T__
F- o Y ON F-F-F-f-
Mitigation Wetland
MitigationType Type Acres Feet
County Onslow
County2
Region Wilmington
Acres Feet
Basin Req. Req.
Stream Impacts (ft.)
Is Wetland Rating Sheet Attached? Q Y O N Did you request more info? Q Y O N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? Q Y p N Recommendation: o issue 0 Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
THIS OFFICE HAS NO OBJECTIONS TO THE PROJECT AS PROPOSED WITH THE CONDITION
THAT TREES ARE TO BE PLANTED ALONG THE RESTORED STREAM SECTION.
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UNITED STATES MARINE CORPS
PUBLIC WORKS DIVISION ?i
Marine Corps Base
PSC Box 20004
Camp Lejeune, North Carolina 28542-0004
Dp
PWO
11 Apr 2002
Division of Water Quality
401 Wetlands Unit ?
1650 Mail Service Center
Raleigh, NC 27699-1650 ?? i?)???
Dear Sirs:
Marine Corps Base, Camp Lejeune, requests a 401 Water Quality Certification for a
culvert crossing Cogdell's Creek. For your consideration, we have enclosed a 7 completed
applications, 7 sets of plans and a permit fee in the amount of $475.
In order for our organization to track this project, we request that your related
correspondence include the following information:
Contract Title: River Road Extension into French Creek
Contract Number: 02-3329
Should you have any questions or comments, please contact Mr. Alex Wood, Civil
Engineer, at [phone].
C. H. Baker, P.E.
Design Director

RNERR-1.SAM

PROJECT NARRATIVE FOR
ENVIRONMENTAL PERMITS
STORM WATER MANAGEMENT
EROSION AND SEDIMENTATION CONTROL
USACE NATIONWIDE PERMIT
DWQ WATER QUALITY CERTIFICATION

PROJECT TITLE:
RIVER ROAD EXTENSION INTO FRENCH CREEK
CONTRACT #05-02-3329
LOCATION
FRENCH CREEK AREA
RIVER ROAD
MARINE CORPS BASE CAMP LEJEUNE
COUNTY OF ONSLOW
STATE OF NORTH CAROLINA
ESS/ ry w
t SEAL
18589
tic ,
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10,2002
CAF
public works department marine corps base camp le/eune, nc 29542-0004 910-451-9218 x232 fax [phone]
RIVERR-1.SAM
April 10, 2002
INDEX
1). TITLE PAGE
2). INDEX
3). POINTS OF CONTACT
4). EROSION CONTROL NARRATIVE
PURPOSE OF THE REPORT
PROJECT DESCRIPTION
5). EROSION CONTROL MEASURES
GENERAL REQUIREMENTS
CONSTRUCTION SEQUENCE
STABILIZED CONSTRUCTION ENTRANCE
SILT FENCES
GENERAL GRADING AND EARTH MOVING
TEMPORARY MEASURES
PERMANENT MEASURES
APPENDIX I - SITE MAP
APPENDIX II - SOIL SURVEY EXCERPTS
APPENDIX III - STORMWATER APPLICATION FORMS
APPENDIX IV - FINANCIAL RESPONSIBILITY FORM
APPENDIX V - PRECONSTRUCTION NOTIFICATION USACE AND NC DWQ
APPENDIX VI - SITE PHOTOGRAPHS AND AERIAL PHOTOGRAPHS
APPENDIX VII - 8 1/2" X 11" CONSTRUCTION DRAWINGS
APPENDIX VIII - CALCULATIONS
public works department marine corps base camp le/eune, nc 28512-0001 910-151-3238 x252 /ax 910-431-2927
RIVERR-1.SAM
4pol 10, 2002
POINTS OF CONTACT
OWNER:
COMMANDING GENERAL
ATTN: PUBLIC WORKS OFFICER (CODE 405)
PSC BOX 20004
MARINE CORPS BASE
CAMP LEJEUNE NC
28542-0004
PROJECT ENGINEER:
PUBLIC WORKS OFFICER (CODE 405)
PSC BOX 20004
MARINE CORPS BASE
CAMP LEJEUNE NC
28542-0004
ATTENTION: ALEX R. WOOD, P.E.
CIVIL ENGINEERING BRANCH
910- 451-3238 x252 (VOICE)
910-451-2927 (FAX)
[e-mail]
public works department marine corps base camp le%une, nc 28542-0004 910-451-3238 x232 fax [phone]?
RWRR-1.SAM
April 10, 2002
NARRATIVE
PURPOSE OF THIS REPORT:
This narrative report describes the site conditions and proposed practices to be
used for stormwater management and for the control of erosion and
sedimentation at the subject site.
PROJECT DESCRIPTION:
The project scope includes construction of a 24' wide asphalt roadway with an 8'
wide adjacent running trail. The roadway will have grassed shoulders and
roadside drainage ditches. The total roadway section from centerline of ditch to
centerline of ditch is 70 feet.
The length of the new roadway will be approximately 2710 linear feet and the
length of the new running trail will be approximately 3450 linear feet.
The area was just recently an 8 mgd wastewater treatment plant with a large
equalization lagoon. The wastewater plant has been demolished to below grade
and the lagoon has been filled with soil. The wastewater facility contained a
gravel service drive which still remains today. A significant portion of the
underground piping still remains on the project site. A potable water line and a
sewage force main are the only known active utilities on site. The force main
travels under a significant length of the gravel service drive.
In an effort to reduce traffic congestion on McHugh Blvd, Hadnot Point and
French Creek are going to be connected together with a new road. The route of
the new road will be along the existing gravel service drive which once served
the wastewater treatment facility. The new extension will follow the gravel service
drive for a short distance and then, the new road will be offset from the gravel
road in order to allow for a geometric design which will permit a 35 mph design
speed. In addition, the offset allows the active force main to remain along the
roadway shoulder instead of under the new asphalt roadway.
There are two recreation park areas that exist along this roadway route. In
addition, a pistol training range exists at the end of the roadway project. Asphalt
parking areas will be constructed at these locations.
The intent is to use low density development as the method of stormwater
management. The boundary for the low density delineation is included on the
plans.
public works department marine corps base camp lejeune, nc 28542-0004 910-451.3238 x252 fax [phone]
RIVERR-1.SAM
April 10, 2002
The only wetlands along this roadway corridor are at the Cogdell's Creek
Crossing. The wetland areas are indicated on the plans as hatching. Having
served as the site for a wastewater treatment plant for nearly 60 years, the bank
of Cogdell's Creek is mostly stabilized fill with small timber growth. The wetlands
have been demolished. There are small pockets of wetland vegetation adjacont
to the creek. These pockets total an estimated 7500 sq ft.
There are currently two in-place culverts at Cogdell's Creek. The first is a 100 Ift
1970's vintage metal pipe culvert which will be removed. At this location, the
original creek banks will be reclaimed and planted with typha latifolia and typha
angustifolia (common cat tail reeds). This will result in approximately 240 Ift of
reclaimed shoreline and approximately 2500 square feet of reclaimed stream
bed. This culvert is being removed since it is no longer required to access the
wastewater lagoon. The second existing culvert location will be the same
location for the new proposed River Road extension crossing. This crossing
already contains a 40 Ift 1970's vintage metal pipe culvert. The new road
crossing will require a new 6'-6" w x 5'-0" h concrete box culvert. As a result, the
existing metal arch pipe will be removed and replaced with the new concrete box
culvert. A total wetlands fill impact of 3000 square feet will occur as the new
concrete box culvert is installed. Of this 3000 square feet, the existing culvert
pipe foot print is approximately 1000 square feet.
The roadway side ditches will be grassed for most of their length. As the ditches
approach Cogdell's Creek, the slope of the land increases and as a result, the
ditches will be rip rap lined to prevent erosion.
The existing 14.10 acre site contains approximately 2.69 acres of impervious
area which can be broken down into 747 sqft of concrete, 41709 sqft of asphalt
road, and 74737 sqft of gravel road. The new conditions within the defined 14.10
acre low density site limits will consist of 3.27 acres of impervious area. The net
gain of new impervious area will be 3.27 acres - 2.69 acres = 0.58 acres.
The land disturbing activity will consist of heavy grading operations.
Approximately 7.50 acres will be disturbed for construction of the roadway and
reclamation of the existing gravel access road.
Borrow and gravel material will be obtained from an off site permitted mine.
Material disposal will occur at a permitted landfill at Camp Lejeune.
public works department marine corps base camp le/eune, nc 28542-0004 810.451.3238 x232 tax 810-451-21+21
RIVERR-1.SAM
April 10, 2002
The existing soil types are Baymeade, Newhan, Marvyn, and Muckalee.
Excerpts from the Onslow County Soil Survey are attached.
The area is mostly cleared. Approximately 3/4 acres of wooded area will be
cleared and grubbed in order to construct the roadway corridor,
The predominate vegetation consists of lawn type grasses (centipede, bahia,
and bermuda). Along the creek bank, wax myrtle, small pines, and small
hardwoods occur. The wooded areas to be cleared consist of silva culture pine
forests with some hardwoods.
There is not an on-site storm water collection system. Sheet drainage is the
drainage conveyance method.
This project will have a duration of approximately 120 days. No direct piped
discharge will be made to any water course.
Roadside swales and ditches will be used to collect and convey stormwater to
four temporary sediment traps prior to discharging into Cogdell's Creek.
A $420 stormwater application fee has been included. The check has been
made payable to the NC Dept. of Environment and Natural Resources. A low
density stormwater BMP application and a stormwater management application
are included.
A $320 sedimentation and erosion control permit fee is included. The check has
been made payable to the NC Dept of Environment and Natural Resources. A
Statement of Financial Responsibility is included.
A $475 water quality certification fee has been included. The check has been
made payable to the NC Dept. of Environment and Natural Resources. A
pre-construction notification application has been included.
public works department marine corps base camp le(eune, nc 28542-0004 910-451.3238 x252 fax [phone]
RIVERR-1.SAM
April 10, 2002
GENERAL EROSION CONTROL MEASURES
GENERAL REQUIREMENTS
The contractor is responsible for providing temporary and permanent erosion
control measures . All measures shall be installed and maintained as indicated in
the North Carolina Erosion and Sediment Control Planning and Design Manual.
As a minimum, provide the measures indicated on the erosion control drawings.
Additional measures will be allowed upon approval of the contracting officer.
No pollutants such as chemicals, fuels, lubricants, bitumen's, raw sewage, or
other harmful waste are to be discharged along any river, stream, swale, lake,
water impoundment, or on any government owned property unless permission in
writing is first obtained.
The contractor will be responsible for all measures until final acceptance of the
project is made by the Government. Failure on the part of the Contractor to
provide adequate measures to comply with this approved plan will result in
suspension of work until the contractor complies.
CONSTRUCTION SEQUENCE:
1. The Government will obtain an erosion and sediment control plan approval
from the Land Quality Section of the NC Department of Environment, Health, and
Natural Resources prior to starting land disturbing activity.
2. The contracting officer will notify and invite the attendance of the Land Quality
Section to a construction meeting prior to any land disturbing activity
3. Install the construction entrance. Use existing paved areas for the equipment
parking areas.
4. Install sediment fences after the site is accessed and prior to any significant
land disturbing activity. Install additional fences as needed during grading.
5. Begin land clearing and grading. Construct temporary and permanent
roadside ditches. Route all ditches through temporary sediment traps sized for
1800 cft/acre of watershed. Install rock check dams in all ditches and swales.
6. Install downstream sediment filter (floating boom type) in cogdell's creek prior
to excavation of the culvert crossings. Each culvert crossing operation shall be
public works department marine corps base camp le/eune, nc 28312-0004 910-161.3738 x252 lax 010-451.2917
RIVERR-1.SAM
April 10, 2002
completed within 3 days. Each crossing operation shall be separate and shall
occur one operation at a time. The banks shall be stabilized immediately upon
completion of the culvert removal and installation operations.
7. Continue to grade site to the new proposed contours. Install gravel road bed
and rework all check dams and sediment traps. Seed roadside ditches and all
disturbed areas immediately after reaching final grade.
8. Provide temporary seeding and mulching on all areas where work is delayed
for 15 days or more. The site shall not be allowed to have any unprotected
erodable areas for more than 15 days.
9. Rework all protection devices and damaged vegetated areas prior to project
acceptance. Ensure rip rap lined ditches and grassed ditches are in good
condition.
STABILIZED CONSTRUCTION ENTRANCE:
A gravel area shall be constructed to serve as a temporary entrance or the
vehicle tires shall be washed over a gravel area. The gravel entrances shall be
constructed of a 12' wide x 6" thick x 50' length of 2" - 3" washed stone.
If the contractor requires a staging area for equipment (other than the existing
stabilized areas), the gravel entrance detail shall apply to it's construction.
Provide piping for drainage if entrances cross swales or ditches.
SILT FENCES:
Fabric silt fences shall be constructed as detailed. These fences shall be
installed where indicated and anywhere grading practices cause sheet drainage
to have potential runoff velocities that may erode the soil. Limit drainage areas to
1 /4 acre per 100' of silt fence. The following table applies to maximum slopes
upstream of a silt fence:
SLOPE SLOPE LENGTH (FT)
LESS THAN 2% 100
BETWEEN 2% AND 5% 75
BETWEEN 5% AND 10% 50
BETWEEN 10% AND 20% 25
MORE THAN 20%0 15
public works department marine corps base camp le/eune, nc 28542-0004 910-451-3238 x252 fax [phone]
R/VERR-1.SAM
April 10, 2002
Silt fences shall be inspected after every rainfall and at 1 week intervals. Repairs
and/or replacement shall be initiated as the need arises. Sediment removed shall
be spread and seeded. Topsoil that is stockpiled shall have a silt fence
constructed around the perimeter of the pile.
GENERAL GRADING AND EARTH MOVING:
All cut and fill areas shall be graded to provide positive surface drainage
throughout the duration of the project. All graded areas shall be stabilized with
vegetation as soon as grading is completed or work in the area has been
interrupted for 15 days. Slopes for cut and fill areas shall not exceed 2:1 . Ditch
side slopes shall be 3:1.
Upon failure or neglect of the contractor to coordinate grading, seeding, and
mulching practices, the government may suspend grading operations until
adequate erosion control measures are completed.
TEMPORARY MEASURES:
Utilize rock check dams, sediment traps, temporary seeding, and diversion
ditches as circumstances arise. Use of temporary rock check dams is required in
swales, diversion ditches, and drainage paths in which velocities exceed 2.5 fps.
Temporary seeding is required as indicated herein and as an interim measure
when permanent seeding dates have passed. See the plans for additional
temporary seeding requirements.
PERMANENT VEGETATION:
The entire area of the project that is disturbed and denuded of vegetation shall
be stabilized prior to project completion. The areas outside the project that the
contractor damages are also subject to stabilization. The work to be done is
inclusive of seed bed preparation, fertilization, liming, seeding, sprigging,
mulching, etc. until the a stabilized stand of vegetation exists. See the plans for
additional permanent seeding requirements.
public works department marine corps base camp le/euna, nc 28512-0001 810451-3238 x232 lax 010-161.2927
R/VERR-1.SAM
April 10, 2002
APPENDIX I - SITE MAP
public works department marine corps base camp le(eune, nc 28542-0004 910-451-3238 x252 tax 910-451-2927

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`..e" NORTH CAROLINA DEPF
ENVIRONMENT AND NATURAL I
ELIZABETH KOUNTIS
ENVIRONMENTAL SPECIALIST 111 A
CLASSIFICATIONS & STANDARDS UNIT ;
p.n;. DIVISION OF WATER QUALITY r
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LOCATION: 612 NORTH SAL
?.1=. MAIL: 1617 MAIL SERVICE CENTER, RALEIGH, N
PHONE [phone] EXT. 369 FAX
RIVERR-1.SAM
April 10, 2002
APPENDIX II - SOIL SURVEY EXCERPTS
public works department marine corps base camp lejeune, nc 28542-0004 910-451-3238 x252 lax 910-451-2927
I
SOIL SURVEY OF ONSLOW COUNTY, NORTH CAROLINA - SHEET NU
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Onslow County, North Carolina
to 7, and chroma of 1 to 8. It is fine sandy loam or
sandy clay loam.
The BCg horizon has hue of 10YR or 2.5Y, value of
6 to 8, and chroma of 1 to 3 and is mottled in shades of
yellow, brown, and red. It is sand, sandy loam, or sandy
clay loam.
Baymeade Series
The Baymeade series consists of well drained soils
on uplands. These soils formed in moderately coarse
textured sediments. Slope ranges from 0 to 6 percent.
Typical pedon of Baymeade fine sand, 0 to 6 percent
slopes, 1.9 miles south of Hubert, 1.6 miles south of the
intersection of North Carolina Highways 24 and 172,
and 100 feet west of the intersection of North Carolina
Highway 172 and a logging road (2,529,000X;
344,000Y):
A-0 to 2 inches; gray (10YR 5/1) fine sand; single
grain; loose; few fine roots; strongly acid; clear
wavy boundary.
E-2 to 9 inches; light gray (10YR 7/2) fine sand; single
grain; loose; few fine roots; strongly acid; clear
wavy boundary.
E/Bh-9 to 15 inches; light yellowish brown (10YR 6/4)
fine sand; single grain; loose; few soft nodules of
dark yellowish brown (10YR 4/4), organic-coated
sand 1/8 to 1/4 inch in diameter; few fine roots;
strongly acid; clear wavy boundary.
E'-15 to 30 inches; white (10YR 8/2) fine sand; few
coarse distinct very pale brown (10YR 7/4) mottles;
single grain; loose; few brownish yellow (10YR 6/8)
lamellae of fine sandy loam '/e to 114 inch thick;
strongly acid; clear wavy boundary.
Bt-30 to 40 inches; brownish yellow (10YR 6/6) fine
sandy loam; weak fine subangular blocky structure;
very friable; strongly acid; clear wavy boundary.
BC-40 to 56 inches; light yellowish brown (10YR 6/4)
fine sandy loam that has strata of fine sand; few
fine distinct light gray (10YR 7/1) mottles; weak fine
subangular blocky structure; very friable; strongly
acid; gradual wavy boundary.
Cg-56 to 80 inches; light gray (10YR 7/2) fine sand
that has strata of loamy fine sand; common medium
distinct brown (10YR 5/3) mottles; single grain;
loose; strongly acid.
The loamy and sandy layers extend to a depth of 72
inches or more. The soils are strongly acid or medium
acid throughout unless the surface has been limed.
The A or Ap horizon has hue of 10YR, value of 4 to
6, and chroma of 1. The E and E' horizons have hue of
1 0YR, value of 6 to 8, and chroma of 1 to 4. The Bh
67
part of the E/Bh horizon has hue of 7.5YR or 10YR,
value of 3 to 5, and chroma of 2 to 4. It is fine sand,
fine sandy loam, or sand. It makes up 5 to 20 percent
of the horizon.
The Bt horizon has hue of 7.5YR to 2.5Y, value of 5
or 6, and chroma of 4 to 8. It is fine sandy loam or
sandy clay loam.
The BC horizon has hue of 10YR or 2.5Y, value of 5
or 6, and chroma of 4 to 8. It is loamy sand, sandy
loam, or fine sandy loam.
The C horizon has hue of 10YR, value of 6 to 8, and
chroma of 1 to 8. It is fine sand or loamy fine sand.
Bohicket Series
The Bohicket series consists of very poorly drained
soils in tidal marshes that are less than 3 feet above
sea level. These soils formed in silty and clayey
sediments that were washed from the drainage areas of
freshwater streams. Slope is less than 1 percent.
Typical pedon of Bohicket silty clay loam, on the
eastern side of Sanders Channel, 0.2 mile east of an
inlet from the Intracoastal Waterway (2,546,000X;
328,000Y):
A-0 to 8 inches; dark gray (N 4/0) silty clay loam;
massive; friable, slightly sticky and slightly plastic;
slightly acid; gradual wavy boundary.
Cg1-8 to 38 inches; dark gray (N 4/0) silty clay that
has pockets of silt loam; massive; friable, slightly
sticky and slightly plastic; slightly acid; gradual wavy
boundary.
Cg2-38 to 60 inches; gray (N 5/0) loamy sand;
massive; very friable; neutral.
The clayey part of the C horizon extends to a depth
of 38 inches or more. The soils generally range from
slightly acid to moderately alkaline throughout. After
drying, however, they are extremely acid.
The A horizon has hue of 10YR to 5G, value of 2 to
5, and chroma of 1 or 2, or it is neutral in hue and has
value of 2 to 5.
The Cg horizon has hue of 10YR to 5GY, value of 2
to 7, and chroma of 1 or 2, or it is neutral in hue and
has value of 2 to 7. The upper part of the horizon is
silty clay, clay, or sandy clay. Below a depth of about
40 inches, the horizon ranges from sand to clay.
Carteret Series
The Carteret series consists of very poorly drained
soils in tidal marshes along the Intracoastal Waterway.
These soils formed in sandy marine sediments. Slope
ranges from 0 to 2 percent.
r
Onslow County, North Carolina
4, and chroma of 1 or 2. The Bt horizon has hue of
10YR or 2.5Y, value of 5 or 6, and chroma of 3 to 8. It
has few to many grayish mottles in the upper part.
Below a depth of 20 inches, the Btg horizon has hue of
10YR or 2.5Y, value of 5 to 7, and chroma of 1 or 2. It
is sandy clay loam in the upper part and sandy clay
loam, sandy clay, or clay loam in the lower part. The
BCg horizon has hue of 10YR, value of 5 to 7, and
chroma of 1 or 2. It is stratified sandy clay, sandy clay
loam, sandy loam, or loamy sand. The Cg horizon has
colors similar to those of the BCg horizon. It is stratified
loamy sand, sandy loam, or sandy clay loam.
Marvyn Series
The Marvyn series consists of well drained soils on
uplands. These soils formed in moderately fine textured
sediments. Slope ranges from 6 to 15 percent.
Typical pedon of Marvyn loamy fine sand, 6 to 15
percent slopes, 2 miles east of Richlands, 0.5 mile
southeast of the intersection of State Roads 1311 and
1307, and 200 feet southwest of State Road 1311
(2,445,000X; 419,000Y):
Ap-0 to 4 inches; brown (10YR 5/3) loamy fine sand;
weak medium granular structure; very friable; few
fine roots; slightly acid; abrupt smooth boundary.
E-4 to 8 inches; pale brown (10YR 6/3) loamy fine
sand; weak medium granular structure; very friable;
few fine roots; slightly acid; clear wavy boundary.
BE-8 to 12 inches; strong brown (7.5YR 5/6) sandy
loam; weak fine subangular blocky structure; friable;
few fine roots; strongly acid; clear wavy boundary.
Bt-12 to 26 inches; brownish yellow (10YR 6/8) sandy
clay loam; weak fine subangular blocky structure;
friable, slightly sticky and slightly plastic; thin patchy
clay films on faces of peds; strongly acid; gradual
wavy boundary.
BC-26 to 45 inches; brownish yellow (10YR 6/6) sandy
loam; common medium distinct pale brown (10YR
6/3) and few fine distinct light yellowish brown
(10YR 6/4) mottles; weak fine subangular blocky
structure; friable; thin patchy clay films on faces of
peds; very strongly acid; gradual wavy boundary.
Cg1-45 to 52 inches; gray (10YR 5/1) sandy clay loam
that has strata of fine sandy loam; few medium
distinct strong brown (7.5YR 5/8) and common
medium prominent red (2.5YR 4/8) mottles;
massive; friable; very strongly acid; gradual wavy
boundary.
Cg2-52 to 75 inches; light gray (10YR 7/1) loamy sand
that has strata of sandy loam, sandy clay loam, and
sand; common fine prominent red (2.5YR 5/8) and
common medium prominent strong brown (7.5YR
75
5/6) mottles; massive; friable; very strongly acid.
The sandy and loamy horizons extend to a depth of
40 to more than 60 inches. The soils are very strongly
acid or strongly acid throughout unless the surface has
been limed.
The Ap or A horizon has hue of 10YR, value of 3 to
5, and chroma of 3 or 4. The Bt horizon has hue of
10YR or 7.5YR, value 5 or 6, and chroma of 4 to 8. It is
sandy clay loam to sandy clay. The BC horizon has hue
of 10YR, value of 6, and chroma of 4 to 8. The C
horizon has hue of 10YR, value of 4 to 7, and chroma
of 1 to 8. It has few or common red, gray, or strong
brown mottles. It is stratified sandy loam, sandy clay
loam, or loamy sand.
Masontown Series
The Masontown series consists of very poorly
drained soils on flood plains. These soils formed in
moderately coarse textured recent alluvium. Slope is 0
to 2 percent.
Typical pedon of Masontown mucky fine sandy loam,
3 miles west of Belgrade, 0.5 mile northeast of the
intersection of Roper Tram Road and State Road 1331,
and 50 feet east of Roper Tram Road (3,455,000X;
7,716,000Y):
A1-0 to 18 inches; very dark gray (10YR 3/1) mucky
fine sandy loam; moderate medium granular
structure; very friable; many fine and medium roots;
medium acid; gradual wavy boundary.
A2-18 to 28 inches; very dark gray (10YR 3/1) mucky
fine sandy loam; few medium distinct grayish brown
(10YR 5/2) mottles; common thin strata of fine
sand; weak medium granular structure; very friable;
common fine roots; medium acid; clear irregular
boundary.
Cg1-28 to 48 inches; dark gray (10YR 4/1) fine sandy
loam; many medium and coarse distinct grayish
brown (10YR 5/2) mottles; common lenses and
pockets of loamy fine sand; single grain; loose; few
fine roots; neutral; gradual wavy boundary.
Cg2-48 to 65 inches; gray (10YR 5/1) fine sand; single
grain; loose; mildly alkaline.
The loamy and sandy horizons extend to a depth of
65 inches or more. The soils range from medium acid to
mildly alkaline.
The A horizon has hue of 10YR to 5Y, value of 2 or
3, and chroma of 1 or 2, or it is neutral in hue and has
value of 2 or 3. The C horizon has hue of 10YR to 5Y,
value of 4 to 7, and chroma of 1 or 2, or it is neutral in
hue and has value of 4 to 7. It is sand, loamy sand,
sandy loam, fine sand, fine sandy loam, loam, or silt
76
loam. It is finely stratified with these textures in some
pedons.
Muckalee Series
The Muckalee series consists of poorly drained soils
on low flood plains. These soils formed in moderately
coarse textured recent alluvium. Slope ranges from 0 to
2 percent.
Typical pedon of Muckalee loam, 2 miles east of
Richlands, 0.4 mile southeast of the intersection of
State Roads 1311 and 1307, and 200 feet northeast of
State Road 1311 (2,446,000X; 420,000Y):
A-0 to 10 inches; dark grayish brown (10YR 4/2) loam;
weak medium granular structure; friable; many fine
and medium roots; strongly acid; gradual wavy
boundary.
Cg1-10 to 28 inches; gray (10YR 5/1) loam that has
strata of sandy loam; massive; friable; few fine
roots; slightly acid; gradual wavy boundary.
Cg2-28 to 40 inches; gray (10YR 5/1) sandy loam that
has strata of clay loam; massive; friable; neutral;
gradual wavy boundary.
Cg3-40 to 75 inches; grayish brown (10YR 5/2) sandy
loam that has strata of loamy sand; common coarse
faint gray (10YR 6/1) mottles; massive; loose;
slightly alkaline.
The loamy material extends to a depth of 72 inches
or more. The A horizon is strongly acid, and the C
horizon ranges from medium acid to moderately
alkaline.
The A horizon has hue of 10YR to 5Y, value of 3 to
5, and chroma of 1 or 2. In areas where value is less
than 3, this horizon is less than 6 inches thick.
The C horizon has hue of 10YR to 5Y, value of 4 to
7, and chroma of 1 or 2. It is dominantly fine sandy
loam, sandy loam, loam, or loamy fine sand but has thin
strata of clay loam, sandy clay loam, sandy loam, or
loamy sand.
Murville Series
The Murville series consists of very poorly drained
soils on uplands. These soils formed in coarse textured
sediments. Slope is less than 2 percent.
Typical pedon of Murville fine sand, 1.7 miles
southeast of Holly Ridge, 0.1 mile southeast of the
intersection of State Road 1538 and 1534, and 50 feet
northeast of State Road 1538 (2,444,000X; 271,000Y):
A-0 to 5 inches; black (10YR 2/1) fine sand; weak
medium granular structure; very friable; common
Soil Survey
medium and fine roots; extremely acid; gradual
wavy boundary.
Bh1-5 to 20 inches; black (5YR 2/1) fine sand;
massive; very friable; few large roots; extremely
acid; gradual wavy boundary.
Bh2-20 to 46 inches; dark reddish brown (5YR 3/2)
fine sand; massive; very friable; very strongly acid;
gradual wavy boundary.
Bh3-46 to 55 inches; dark brown (7.5YR 3/2) fine
sand; few fine faint dark reddish brown (5YR 3/2)
mottles; massive; very friable; very strongly acid;
gradual wavy boundary.
Cg-55 to 75 inches; grayish brown (10YR 5/2) sand
that has strata of sandy loam; massive; very friable;
very strongly acid.
The sandy horizons extend to a depth of 72 inches or
more. The soils range from extremely acid to strongly
acid throughout unless the surface has been limed.
The A horizon has hue of 10YR, value of 2 or 3, and
chroma of 1 or 2. The Bh horizon has hue of 5YR to
10YR, value of 2 or 3, and chroma of 1 or 2. It is sand
or fine sand. The sand grains are coated with organic
matter. The C horizon has hue of 10YR, value of 5 to 7,
and chroma of 1 or 2. It is sand, loamy sand, or sandy
loam.
Newhan Series
The Newhan series consists of excessively drained
soils that formed in coastal sandy material deposited by
the wind. Slope ranges from 0 to 30 percent.
Typical pedon of Newhan fine sand, 0 to 30 percent
slopes, on Onslow Island, 2.6 miles southwest of the
intersection of Onslow Island Road and Onslow Beach
Road, 100 feet east of an observation tower
(2,513,000X; 296,000Y):
C1-0 to 36 inches; light gray (10YR 7/2) fine sand;
single grain; loose; neutral; gradual wavy boundary.
C2-36 to 60 inches; light gray (10YR 7/2) fine sand;
single grain; loose; about 3 percent small fragments
of marine shells; neutral; gradual wavy boundary.
C3-60 to 80 inches; light gray (10YR 7/1) fine sand;
single grain; loose; common black minerals; neutral.
The soils are at least 72 inches thick. They are
neutral or mildly alkaline. Calcareous shell fragments,
mostly of sand size, make up as much as 25 percent of
the soils, by volume. The soils have few or common
grains of dark minerals.
Some pedons have an A horizon. This horizon has
hue of 10YR, value of 5 or 6, and chroma of 1 or 2. It is
fine sand or sand. The C horizon has hue of 10YR or
128 Soil Survey
TABLE 14.--ENGINEERING INDEX PROPERTIES
(The symbol < means less than; > means more than. Absence of an entry indicates that data were not estimated)
I I I Classification
Soil name and IDepthl USDA texture I I
map symbol I I I Unified I AASHTO
I I I I IFrag- 1
Iments I
I> 3 1
linchesl 4 Percentage passing
sieve number--
1 1 1
1 10 1 40 1 200 I I
ILiquid I
1 limit I
1 1
Plas-
ticity
index
I In I I I I Pct I I I I I Pct 1
I I I
AnB -------------- 1 0-131Fine sand -------- ISP-SM, SM I
1A-3, I
1 0 I I I I
195-100190-100160-1001 5-20 I I
1--- I
NP
Alpin I I I I A-2-4 I I I I I I I
113-481Fine sand, sand ISP-SM IA-3, 1 0 195-100190-100160-1001 5-20 1 --- I NP
I I I I A-2-4 I I I I I I I
148-801Fine sand, sand ISP-SM, SM
I I IA-2-4 1 0 195-100190-100160-100111-20 1 --- 1 NP
I
AuB -------------- 1 0-241Loamy fine sand ISP-SM, SM I
IA-2,
A-3 I
1 0 I
1 100 I I I
1 100 150-1001 5-20 I I
1 --- 1
NP
Autryville 124-381Sandy loam, sandylSM IA-2 1 0 1 100 1 100 150-100115-30 1 <25 1 NP-3
I I clay loam, fine I I I I I I I 1 I
I I sandy loam. I I I I I I I I I
138-531Sand, loamy sand,ISP-SM, SM IA-2, A-3 1 0 1 100 1 100 150-1001 5-20 1 --- I NP
I I loamy fine sand.) I I I I I I I I
153-991Sandy loam, sandylSM, SC, IA-2, A-4 1 0 1 100 1 100 160-100120-49 1 <30 1 NP-10
I I clay loam, fine I sM-sC I I I I I I I I
I I sandy loam. I
I I I I
1 I I I I I I 1

BaB -------------- I 0-301Fine sand--------ISM, SP-SM
IA-2,
A-3 I
1 0 I
1 100 I I I
1 100 151-1001 5-20 I I
1--- I
NP
Baymeade 130-561Fine sandy loam, ISC, SM, IA-2, A-4 1 0 1 100 1 100 160-100123-49 1 <25 1 NP-10
I I sandy clay loam,l SM-SC I I I I I I I I
I I sandy loam. I I I I I I I I I
156-801Loamy fine sand, ISM, SP-SM IA-2, A-3 1 0 1 100 1 100 151-1001 5-30 1 --- I NP
I I sand, loamy I I I I I I I I I
I I sand. I I I I I I I I I
I I I
BmB * I I I I
I I
I I
I I i I
I I I I I
I I
Baymeade -------- I 0-301Fine sand--------ISM, SP-SM IA-2, A-3 1 0 1 100 1 100 151-1001 5-20 1--- I NP
130-561Fine sandy loam, ISC, SM, IA-2, A-4 1 0 1 100 1 100 160-90 130-49 1 <25 1 NP-10
I I sandy clay loam,l SM-SC I I I I I I I I
I I sandy loam. I I I I I I I I I
156-801Loamy fine sand, ISM, SP-SM IA-2, A-3 1 0 1 100 1 100 151-75 1 5-30 1 --- I NP
I I sand, loamy I I I I I i I I I
I I sand. I I I I I I I I I
I I I
Urban land. I I I I
I I
I I
I I I I
I I I I
I I
I I I
Bo---------------1 0-8 ISilty clay loam ICH, MH I
IA-7 I
1 0 I
1 100 I I I I I
199-100190-100180-1001 60-1001
15-60
Bohicket 1 8-381Silty clay, clay,ICH, MH IA-7 1 0 1 100 199-100180-100170-95 1 50-1001 16-60
1 1 sandy clay. I I I I I I I I
138-60IVariable--------- I ---
I I I I --- I --- I --- --- I --- I --- I --- I ---

Ca---------------1 0-651Fine sand -------- ISP, SP-SM I
IA-3
1 0-3 I I I
195-100190-100160-90 1 4-10 I I
1 --- 1
NP
Carteret I I I I I I I I I
I I I
Co---------------1 0-721Fine sand -------- ISw, SP-SM, I
IA-2,
A-3 I
1 0 I I I I
180-100175-100160-95 1 1-12 I I
1--- I
NP
Corolla I I I SP I I I I I I I I
I I I
CrB, CrC--------- 1 0-8 1Fine sandy loam IML, CL-ML, I
IA-4 I
1 0 I
1 100 I I I
1 100 175-100145-90 I I
1 <35 1
NP-7
Craven I I I sM, SM-SCI I I I I I I I
18-481C1ay, silty clay,ICH IA-7 1 0 1 100 1 100 190-100165-98 1 51-70 1 24-43
1 1 silty clay loam.) I I I I I I I I
148-801Sandy clay loam, ISM, SM-SC, IA-2, A-4, 1 0 1 100 195-100150-100115-49 1 <35 1 NP-15
I I sandy loam, I SC I A-6 I I I I I I I
I I loamy sand. I
I I I I
I I
I I
I I I I
I I I I I
I I
See footnote at end of table.
130
TABLE 14.--ENGINEERING INDEX PROPERTIES--Continued
I I I Classification 1Frag- 1 Percentage passing
Soil name and IDepthl USDA texture I I Iments I sieve number--
map symbol I I I Unified I AASHTO I> 3 1 1 1 1
I I I linchesl 4 1 10 1 40 1 200
I In I I I I Pct I I I
I I I I I I I I I
,n --------------- I 0-171Fine sand -------- ISP, SP-SM IA-3, 1 0 1 100 1 100 180-1001 2-12
Leon I I I I A-2-4 I I I I I
117-5115and, fine sand, ISM, SP-SM,IA-3, 1 0 1 100 1100 180-1001 3-20
1 1 loamy sand. I SP I A-2-4 I I I I I
151-951Sand, fine sand ISP, SP-SM IA-3, 1 0 1 100 1 100 180-1001 2-12
I I A-2-4 I I I I I
I I I I I I I I
,y---------------1 0-131Fine sandy loam ISM, ML, IA-2, A-4 1 0 192-100190-100175-100125-55
Lynchburg I I I SM-SC, I I I I I I
I I I CL-ML I I I I I I
113-801Sandy clay loam, ISM-SC, SC,IA-2, A-4,1 0 192-100190-100170-100125-67
I 1 sandy loam, clayl CL, CL-MLI A-6 I I I I I
I I loam. I I I I I I I
I I I I I I I I I
1aC-------------- 1 0-121Loamy fine sand ISM IA-2 1 0 195-100190-100150-100113-30
Marvyn 112-521Sandy clay loam, IML, SM, IA-4, A-2,1 0 195-100190-100160-95 130-55
1 1 sandy loam. I SC, CL I A-6, A-71 I I I I
152-751Loamy sand, sandylSM, ML, IA-1, A-2,1 0 195-100190-100145-95 120-55
1 1 loam, sandy clay) SC, CL I A-4 I I I I I
I I loam. I I I I I I I
I I I I I I I I I
id---------------I 0-281Mucky loam ------- IOL IA-4 1 0 1 100 195-100190-100160-75
Masontown 128-651Loamy sand, sand,ISM, SP-SM IA-2, A-3,1 0 1 100 195-100150-75 1 5-40-
1 I sandy loam. I I A-5 I I I I I
I I I I I I I I I
Ik--------------- I 0-401Loam------------- IML, SC, SMIA-2, A-4 1 0 195-100190-100150-95 130-60
Muckalee I I I SM-SC I I I I I I
140-751Sandy loam, loamylSM IA-2, A-4 1 0 195-100180-100160-90 120-40
1 1 sand. I I I I I I I
I I I I I I I I I
lu--------------- 1 0-5 (Fine sand -------- ISP-SM, SM IA-2, A-3 1 0 1 100 1 100 185-1001 5-30
Murville 1 5-551Fine sand, sand, ISM, SP-SM IA-2, A-3 10 1 100 1 100 185-1001 5-20
1 1 loamy fine sand.) I I. I I I I
155-751Variable--------- I --- I --- I --- I --- I --- I --- I ---
I I I I I I I I I
IeE, NfC --------- I 0-801Fine sand -------- ISP, SP-SM IA-3 1 0 195-100195-100160-75 1 0-5
Newhan I I I I I I I I I
I I I I I I I I I
InE*: I I I I I I I I
Newhan ---------- I 0-801Fine sand -------- ISP, SP-SM IA-3 1 0 195-100195-100160-75 1 0-5
1 1 1 1 1 1 1 1 1
Corolla---------1 0-721Fine sand -------- ISW, SP-SM,IA-2, A-3 10 180-100175-100160-95 1 1-12
I I I SP I I I I
I I I I I I I I I
Urban land. I I I I I I I I I
I I I I I I I I I
oA, NoB --------- I 0-101Loamy fine sand ISM IA-2 1 0 195-100192-100150-95 113-30
Norfolk 110-471Sandy loam, sandylSC, SM-SC,1A-2, A-4,1 0 195-100191-100170-96 130-63
1 1 clay loam, clay I CL, CL-MLI A-6 I I I I I
I I loam. I I I I I I I
147-801Sandy clay loam, ISC, SM-SC,IA-4, A-6,1 0 1 100 198-100165-98 136-72
1 1 clay loam, sandy) CL, CL-MLI A-7-6 I I I I I
I I clay. I I I I I I I
I I I I I I I I I
n --------------- I 0-101Loamy fine sand ISM, SP-SM IA-2, A-3,1 0 1 100 195-100160-1001 5-38
Onslow I I I I A-4 I I I I I
110-681Sandy clay loam, ISM, CL, IA-2, A-4,1 0 1 100 195-100160-100130-55
1 1 sandy loam, clayl SC, ML I A-6 I I I I I
I I loam. I I I I I I I
168-801Variable--------- I --- I --- I --- I --- --- I --- ---
I I I I I I I i I
See footnote at end of table.
Soil Survey
I I
(Liquid I Plas-
I limit I ticity
I I index
Pct I
I
--- I NP
I
--- I NP
I
--- I NP
<30 1 NP-7
I
I
16-40 1 4-18
I
I
I
--- I NP
24-45 1 3-30
<40 1 NP-10
I
I
I
-- I NP
--- I NP
I
I
<30 1 NP-10
<20 1 NP-4
I
i
--- I NP
--- I NP
I
I
--- I NP
--- I NP
I
--- I NP
I
I
I
I
<20 1 NP
20-38 1 4-15
20-52 1 4-23
I
I
I
--- I NP
I
<36 1 NP-17
I
I
RIVERR-1.SAM
April 10, 2002
APPENDIX III - STORMWATER APPLICATION FORMS
public works department marine corps base camp Iejoune, nc 28542.0004 910-451-3238 x252 fax [phone]
OFFICE USE ONLY x;
Date Received Fee Paid Permit Number
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
IM/)4k^iC (?l-St' c ?rJkc
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
5. *L ?L"n? C,. S 1 rM1 L- MN; C- D (2 ?! S ry P Q &' tc. w,04 )-s 0 4:A7 ce(L
3. Mailing Address for person listed in item 2 above:
BSc &3 ))c Z0001i-
City: C A--\ ? \-e3Eu NC State: r\,lc_ Zip: t-;< 4 Z -
Telephone Number: ( q t Q ) 4-<1 - 3 2- 3?6 X 2,5 Z
c)4.
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
(Z) VCS- e--,/ -cs LYTC`N S 1 O n1 I N ro 67-l-MOA C 12{?-?
5. Location of Project (street address):
'R1vke`L
City: C-"? t_E T4ED?J,.JC N C. County: IDN S L- J
6. Directions to project (from nearest major intersection):
?fto,,.? 1 ?, -rest-?r? o ? H? ?.?.? .?, r? ? ? v o 21 ?ca2 PTO , p rtac?-tom
so ?,fi+E/CST , ?o Y" 1-?o N r'.J G
7. Latitude: 3 "r, 6 W '6 8 Longitude: - -7 -7 3 3 S? of project
8. Contact person who can answer questions about the project:
Name: A LCc e, WC)oD P E Telephone Number: ( Q ) +<1 - 3 Z3
II. PERMIT INFORMATION:
1. Specify whether project is (check one): New Renewal Modification
xZS'L
Form SWU-101 Version 3.99 Page 1 of 4
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number N ( /} and its issue date (if known)
3. Specify the type of project (check one):
Low Density High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major Sedimentation/Erosion Control 4404/401 Permit _NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
L,> .J of r•15?1?Y \f(---rr-&Tk-13 ?L' _ " S % T) 1J k rr4t t? vh ?cf?
6?S + t.v. y AI-:0 C_ I -t--11 19 ? *T-'5 "A f C-)p U
2. Stormwater runoff from this project drains to the W Itl Tt- o A-K_ River basin.
3. Total Project Area: %I+ , to acres 4. Project Built Upon Area: Z ?3 %
5. How many drainage areas does the project have?
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin-lriformatior Drainage Area 1 Drainage Area 2-
Receiving Stream Name o L?5
Receiving Stream Class S L
Drainage Area i 1,0
Existing Impervious* Area
Proposed Impervious*Area 3 .'Z 7 f'?12
% Impervious* Area (total) Z 3 fo
Irn ervious* Surface Area Drainage Area l Drainage Area 2
On-site Buildings
On-site Streets 3 . Z 7
On-site Parking
On-site Sidewalks
Other on-site
Off-site
Total: 3 : Z -7 Total:
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4
7. How was the off-site impervious area listed above derived? N 1A-
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built-upon area for each lot must be provided as an attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the State.
2. No more than square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built-upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102
Form SWU-103
Form SWU-104
Form SWU-105
Form SWU-106
Form SWU-107
Form SWU-108
Form SWU-109
Wet Detention Basin Supplement
Infiltration Basin Supplement
Low Density Supplement
Curb Outlet System Supplement
Off-Site System Supplement
Underground Infiltration Trench Supplement
Neuse River Basin Supplement
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including: W
Development/Project name
Engineer and firm
-Legend
North arrow
Scale
- Revision number & date
Mean high water line
Dimensioned property/project boundary
Location map with named streets or NCSR numbers
Original contours, proposed contours, spot elevations, finished floor elevations
Details of roads, drainage features, collection systems, and stormwater control measures
Wetlands delineated, or a note on plans that none exist
Existing drainage (including off-site), drainage easements, pipe sizes, runoff calculations
Drainage areas delineated
Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm):
Mailing Address:
City: State: Zip:
Phone: ( ) Fax: ( 1
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) S 12• S c,A.,J t,rb-J
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 21-1.1000.
Signature: Date: /0 41290 ©Z 1 la?' Form SWU-101 Version 3.99 Page 4 of 4

Permit No.
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
(to be provided by DWQ)
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form may be photocopied for use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can be
found in 15A NCAC 2H .1005 through .1007.
1. PROJECT INFORMATION
Project Name : Y't-%QL--Yt (Lott-0 t t S ?o WT- F ey JcH GIL3u-V-
Contact Person: Ati-?? fz• ???? , Pr' Phone Number: (9t- ) 45 1 - 3 z 3 $ x z.? Z
Number of Lots: I Allowable Built Upon Area Per Lot*: 3 , Z -7 /'--f
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area
for each lot. The attachment must include the project name, phase, page numbers and provide area subtotals
and totals.
II. BUILT UPON AREA
See the Stormwater Management Permit Application for specific language that must be recorded in the deed
restrictions for all subdivisions.
N'!} m Ayr-(rJC- Lo (ci S aES Ems- J nl
For uniform lot sizes, complete the following calculation in the space provided below where:
• SA Site Area - the total project area above Mean High Water. Wetlands may be excluded when the
development results in high density pockets.
• DF Density Factor - the appropriate percent built upon area divided by 100.
• RA Road Area - the total impervious surface occupied by roadways.
• OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. Lots - the total number of lots in the subdivision.
• BUA/Lot - the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of pavement.
Form SWU-104 Rev 3.99 Page 1 of 2
(SA x DF) - RA - OA = BUA
No. Lots Lot
Calculation:
Tbl/?? (?RJ.1?Z:-t 1M/? ?/IOJS /1•k- 3. Z-] /INK'
3J - = Z3Y
? t+ 10
237, Z-
III. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate that the following requirements have been met and supporting
documentation is provided as necessary. If the applicant has designated an agent on the Stormwater
Management Permit Application Form, the agent may initial below.
Applicants Initials
tKl.l,d a. A 30 foot vegetative buffer is provided adjacent to surface waters. Projects in the Neuse
River basin may require additional buffers.
N b. Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
platting and prior to sale of any lots.
?q /1? c. Built upon area calculations are provided for the overall project and all lots.
?'?1/?? d. Project conforms to low density requirements within the ORW AEC (if applicable).
[15A NCAC 2H .1007(2)(b)]
Form SWU-104 Rev 3.99 Page 2 of 2
RIVERR-1.SAM
April 10, 2002
APPENDIX IV - FINANCIAL RESPONSIBILITY FORM
public works department marine corps base camp le/eune, nc 28542-0004 910-451-3238 x232 lax 810-451-2827
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDEIAENTATION POLLUTION CONTROL ACT
No person may initiate a land-disturbing activity on one or more acres as covered by the Act
before this form and an acceptable erosion and sedimentation control plan have been completed and
approved by the Land Quality Section, NC Department of Environment, and Natural Resources. (Please
type or print and, if question is not applicable, place N/A in the blank).
Part A.
Project Name _?L,)2.
2. Location of land-disturbing activity: County C N EL 1, J
City or Township C A•P Lt 3Fv.-! E , and Highway/Street ?? rlc J
3. Approximate date land-disturbing activity will be commenced: Zv 'i G- i S Zd? z-
4. Purpose of development (residential, commercial, industrial, etc.):_ v? rY
5. Total acreage disturbed or uncovered (including off-site borrow and waste areas):
6. Amount of fee enclosed S 3 7-
7. Has an erosion and sedimentation control plan been filed? Yes X' No 0iC-L-'Q.V03
Enclosed
8. Person to contact should sediment control issues arise during land-disturbing activity.
Name A (e,c (L 0 - Telephone 9 + CC) ?f s ? 3z 3? X Zs-2_
9. Landowner(s) of Record (Use blank page to list additional owners):
CG VV?.01?("-Jc cc'"-s 6A-Sr
Name(s) fQPjL.c, u01LIc:s C FnC01--
PSC r.,-K Loc,ci--
Current Mailing Address Current Street Address
city state Zip City State zip
10. Recorded in Deed Book No. N /A- Page No.
Part B.
Person(s) or firm(s) who are financially responsible for this land-disturbing activity (Use a blank
page to list additional persons or firms):
V4hLlc w_'jMc=S
sIE.VV/ 2. SC4WLAW C02 ..'Srl
Name of Person(s) or Firm(s)
PS C r3?X 2cro cl-
Current Mailing Address
City State Zip
Current Street Address
City State zip
4!Q VS-/- 3-ZJ X2?Z
Telephone
Telephone
2. (a) If the Financially Responsible Party is not a resident of North Carolina give name and street
address of a North Carolina Agent.
Name
Mailing Address
City State Zip
Telephone
Street Address
city
state zip
Telephone
(b) If the Financially Responsible Party is a Partnership or other person engaging in business
under an assumed name, attach a copy of the certificate of assumed name. If the Financially
Responsible Party is a Corporation give name and street address of the Registered Agent.
tJ l
Name of Registered Agent
Mailing Address
City State Zip
Telephone
Street Address
city state zip
Telephone
The above information is true and correct to the best of my knowledge and belief and was
provided by me under oath. (This form must be signed by the financially responsible person if
an individual or his attorney-in-fact or if not an individual by an officer, director, partner, or
registered agent with authority to execute instruments for the financially responsible person). I
agree to provide corrected information should there be any change in the information provided
herein.
STF?<N R, sCAN? A?? ?yt3t I e. w©ees
Type or print name Title or Authority
Sign a Date
,GGf,•rLG'a -? lO A /V D Z
I, Alef / k17124 , a Notary Public of the County of
State of North Carolina, hereby certify that
appeared personally before me this day and being duly sworn acknowledged that the above form
was executed by him.
Witness my hand and notarial seal,
Seal
this
day of ? 49- r?U
Notary
My commission expires o2X
RIVERR-1.SAM
April 10, 2002
APPENDIX V - PRECONSTRUCTION NOTIFICATION USACE AND NC DWQ
public works department marine corps base camp lejeune, nc 28542-0004 910.451-3238 x252 lax 910-451-2927
Office Use Only: Form Version February 2002
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
I. Processing
1. Check all of the approval(s) requested for this project:
19 '2_ ooo ? j
2. Nationwide, Regional or General Permit Number(s) Requested: ?)2_
Section 404 Permit ?,J ?? w ? d
? Section 10 Permit
'401 Water Quality Certification ? G,4 ?.
? Riparian or Watershed Buffer Rules
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII -Mitigation), check here: ?
II. Applicant Information
PJISLLC, v.10(I_.t[-S of-flLvMU: 40S
Owner/Applicant Information
Name: -S TeJtfN ?-- Scat-^? L-Ar3 c- i) R- vS rA P,, b L?c, c,JoAtICS eor-Rc.M-
Mailing Address: c c-. m C-
Telephone Number: 45 1 '3-13S x 2 sz Fax Number: S %<D - qs i - Zq Z- 7
PSG ?,Ox z ooc?
cA- P k-, ,??,J E; N[, Z?8 Satz -ooo 4-
E-mail Address: 9C4,v[Ati'S1?6_d 4???. 0_?6L A,,+-T, Nf1V??-c.. , NR\JY , vv\tt-
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: I .
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: fZ\uOZ ` _of'ici pct erJS ?? 1 •,r7-o F?t.C'N 04 c l t. L
2. T.I.P. Project Number or State Project Number (NCDOT Only): N ]-
3. Property Identification Number (Tax PIN):
4. Location
County: ON S w VJ Nearest Town: A ^" P 1,?-' c ^l
Subdivision name (include phase/lot number): cP
Directions to site (include road numbers, landmarks, etc.):
1 x0 r.1% 1 JT?(??LT?or? OC- (OL(_:)_n6 (ILVZ? MO (ItIl . 2AA?
P 910 e 4EU-O 6 C vVlJtQ?1 r, 5 o M I LCr> -to P (to-1 UN- GJC7Zt.J N,tJ c.
34 b,'+Vib - 7-7, -33So
5. Site coordinates, if available (UTM or Lat/Long): 'c A--r- La,-4C,
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.) `) Z6 71 . -7 75) 3G-3 ?_7 b t . 47S ??' "` "\?J
Z). z8S (-%S- . 7__75 / 3'63 i.L qi6
. t,zs ??Tti^ rtiJ
6. Describe the existing land use or condition of the site at the time of this application: J
7. Property size (acres): 1 ?. o
8. Nearest body of water (stream/river/sound/ocean/lake): To t4 w (L ?r
9. River Basin: w H-7 TE oA-V_
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
Page 6 of 12
10. Describe the purpose of the proposed work: 11,z? A 0 wit ?-Z?rj
11. List the type of equipment to be used to construct the project:
Ta-,k c IL N (0 1C , 0J M P -rn,,, c k- (J.J i-L- Q
12. Describe the land use in the vicinity of this project:
W PAS 1-1L A'rt?l f ,--A.-J T n o ?L s
N CW t - A-j(-) is
5 J-?q-L? l1 E 2E c'R-? ? nom +? ? rte. ? ? ?T?n.? -JYl A-, ?Ji ??C?
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. f
N f ,4 -
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
NpNE
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a brief written description of the proposed impacts: (4 r"-CD rE r Sn?I(_2 C vL
fh3 ?+0 0 t, MJ c /ta 5 S A I ^-% C J L.L t?0 t" 7/lk?`M'? vS C? P R c-T'
S 1 rr- -W I
U P A43 CQL_4COCT- A- CAQSS C -L 0"C- RZ A-0
UNLSTt4LC CJOLS"(1 CtMP.t-c-f_ S17E *7-)
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
EXc A-q km o r4 OS '17 5 0 tV, S

2 E 1 LL
, 0 3
`l ¢5
0
+1 ?A,-r tivt s

* List each impact separately and identity temporary impacts. impacts include, but are not limited to: mechanized clearing, grading, rill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at httn://www.fcma.eov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of all existing wetlands on the property: 1 -7 A-(--
Total area of wetland impact proposed: o (n A--r- T-Oro9-
tr e 'p ?
'"D U-t-j-1
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
ll t+ oJC t=r Z? c o o: f Z S
f C u L ven-r
z (ZC-1,Oj+ /oL7 CC> 000 LL. 5 Z7
Car. yOtnf,
1"?ST?q-LV Nr?

* List each impact separately and identity temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uses.eov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: Z Z o
t) / Z o 5 f1- J" /t tom" o .r 4-L- o t'` S r? •.? C
-J?

c -? CAtii S S• N 4 T-h- s p? rtiTl v? u r (tom
13 L 2 C° FS Y I S /f t7J 11 S o Pej S 7 rtx'A- ?+'
Page 8 of 12
Z) /ate ' i S 4-r 1114 4'0 c_.r ? j 'r-
L_. J G 1?? J ?, w t2Y%ST I "! L '?'! J L..1 (.. J L?fl'_T 41 • (-- ti 6t
nJ -?J 1 - ' - ., 7YI _T c TALI , --^
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.

rl voi

" List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation N / .A-
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
S / re'/ill< _LYE S 77.4 4 C ItCU IC C(1.o S S ,-r C' f , s^f ? UT7r?C S ? !7?
/5 4-111 C-16l 177 P /t-t-7- S / .7Z7- S C J7-- f S
12C UY , s r/ .-/ c, .
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetiands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement; etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
A? Z/1,
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at hqp://h2o.enr.state.ne.us/=/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): O
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/stat Iklapd?
Yes No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?pnl Sa
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requi aynts), or other (please identify )?
Yes E] No X If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Miti ation
1 3
2 1.5
Total
Zone I extends out 3U feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property. /y
S 1? 2 3/ J ??-. ? M 1? ?? V 10 1 ?
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact perms application?
Yes ? No A
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
R/VERR-1.SAM
April 10, 2002
APPENDIX VI - SITE PHOTOGRAPHS AND AERIAL PHOTOGRAPHS
public works department marine corps base camp leJeune, nc 28542-0004 910-451-3238 x252 fax [phone]

CULVERT TO BE REPLACED (DISHARGE VIEW)

i
? S
is
t '3
3 ? } 5
CULVERT TO BE REMOVED AND RECLAIMED (DISCHARGE VIEW)
CULVERT TO BE REPLACED (EXISTING CROSSING)
CULVERT TO BE REMOVED AND RECLAIMED
?'
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b
?o

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1I
-k'o.

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b
RIVERR-1.SAM
April 10, 2002
APPENDIX VII - 8 1/2" X 11" CONSTRUCTION DRAWINGS
public works department marine corps base camp lejeune, nc 28542-0004 910-451-3238 x252 fax [phone]

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April 10, 2002
APPENDIX VIII - CALCULATIONS
public works department marine corps base camp lejeune, nc 28542-0004 910-451-3238x252 fax [phone]
DRAINAGE AREA (ACRES) 2.2
VOLUME OF STORAGE PER ACRE (CFT) 1800
DESIRED DEPTH (FT) 3.5
REQUIRED VOLUME (CFT) 3960
REQUIRED AREA (SFT) 1131.43
RECTANGULAR DIMENSIONS (FT) 23.8 BY
CIRCULAR DIMENSIONS (FT) 38.0 DIA
SQUARE DIMENSIONS (FT) 33.6 BY
WEIR LENGTH (FT) 14

DRAINAGE AREA (ACRES) 2.5
VOLUME OF STORAGE PER ACRE (CFT) 1800
DESIRED DEPTH (FT) 3.5
REQUIRED VOLUME (CFT) 4500
REQUIRED AREA (SFT) 1285.71
RECTANGULAR DIMENSIONS (FT) 25.4 BY
CIRCULAR DIMENSIONS (FT) 40.5 DIA
SQUARE DIMENSIONS (FT) 35.9 BY
WEIR LENGTH (FT) 14
47.6
33.6
50.7
35.9
REQUIRED VOLUME (CFT) 2700
REQUIRED AREA (SFT) 771.429
RECTANGULAR DIMENSIONS (FT) 19.6 BY
CIRCULAR DIMENSIONS (FT) 31.3 DIA
SQUARE DIMENSIONS (FT) 27.8 BY
WEIR LENGTH (FT) 14
DRAINAGE AREA (ACRES) 4.5
VOLUME OF STORAGE PER ACRE (CFT) 1800
DESIRED DEPTH (FT) 4
REQUIRED VOLUME (CFT) 8100
REQUIRED AREA (SFT) 2025
RECTANGULAR DIMENSIONS (FT) 31.8 BY
CIRCULAR DIMENSIONS (FT) 50.8 DIA
SQUARE DIMENSIONS (FT) 45.0 BY
WEIR LENGTH (FT) 14
39.3
27.8
63.6
45.0
DRAINAGE AREA (ACRES) 1.5
VOLUME OF STORAGE PER ACRE (CFT) 1800
DESIRED DEPTH (FT) 3.5
4
ANALIZE USING Q=CIA FOR 10 YEAR STORM
USE TRIANGULAR CHANNELS
MAXIMUM DRAINAGE AREA (ACRES) 4.5
WORST CASE "C" FACTOR 0.4
RAINFALL INTENSITY (IN/HR) 4.8
SIDE SLOPES (h:v) 3
MANNINGS "n" 0.025
MINIMUM CHANNEL SLOPE (%) 2
MAXIMUM CHANNEL SLOPE (%) 4.5
8.64
CHANNEL DEPTH AT 2 PERCENT SLOPE 0.81 FEET
VELOCITY AT 2 PERCENT SLOPE 4.44 FPS
CHANNEL DEPTH AT 4.5 PERCENT SLOPE 0.69 FEET
VELOCITY AT 4.5 PERCENT SLOPE 6.02 FPS
MAXIMUM VELOCITY PERMITED FOR BERMUDAGRASS CHANNEL 5.00 FPS
MAXIMUM VELOCITY PERMITED FOR TALL FESCUE CHANNEL = 4.50 FPS
MAXIMUM VELOCITY PERMITED FOR BAHIAGRASS CHANNEL = 4.50 FPS
MAXIMUM VELOCITY PERMITED FOR MIXED LEGUME GRASS CHA 3.50 FPS
* for a maximum channel slope of 4.5 percent
USE RIP RAP LINING FOR CHANNELS 2% TO 4.5% SLOPE
SIDE SLOPES (h:v) 3
MANNINGS "n" 0.04
CHANNEL SLOPE (%) 2
BASE WIDTH (FT) 0.5 TRIAL AREA FTA2 2.71
TRIAL DEPTH 0.87 TRIAL RADIUS FT 0.45
TRIAL DISCHARGE CFS 8.38
8.64
CHANNEL VELOCITY A 2 PERCENT SLOPE 3.10 FPS
CHANNEL DEPTH AT 2 PERCENT SLOPE 0.87 FT
CHANNEL FLOW AT 2 PERCENT SLOPE 8.38 CFS
MAXIMUM VELOCITY PERMITED FOR BERMUDAGRASS CHANNEL = 5.00 FPS
MAXIMUM VELOCITY PERMITED FOR TALL FESCUE CHANNEL = 4.50 FPS
MAXIMUM VELOCITY PERMITED FOR BAHIAGRASS CHANNEL = 4.50 FPS
MAXIMUM VELOCITY PERMITED FOR MIXED LEGUME GRASS CHANNEL = 3.50 FPS
USE RIP RAP LINING FOR CHANNELS OVER 2% SLOPE

ANALIZE USING Q=CIA FOR 10 YEAR STORM
USE TRAPEZOIDAL CHANNEL
MAXIMUM DRAINAGE AREA (ACRES) 4.5
WORST CASE "C" FACTOR 0.4
RAINFALL INTENSITY (IN/HR) 4.8
SIDE SLOPES (h:v) 3
MANNINGS "n" 0.04
CHANNEL SLOPE (%) 4.5
BASE WIDTH (FT) 0.5 TRIAL AREA FTA2 2.06
TRIAL DEPTH 0.75 TRIAL RADIUS FT 0.39
TRIAL DISCHARGE CFS 8.75
8.64
CHANNEL VELOCITY A 4.5 PERCENT SLOPE 4.24 FPS
CHANNEL DEPTH AT 4.5 PERCENT SLOPE 0.75 FT
CHANNEL FLOW AT 4.5 PERCENT SLOPE 8.75 CFS
MAXIMUM VELOCITY PERMITED FOR BERMUDAGRASS CHANNEL = 5.00 FPS
MAXIMUM VELOCITY PERMITED FOR TALL FESCUE CHANNEL = 4.50 FPS
MAXIMUM VELOCITY PERMITED FOR BAHIAGRASS CHANNEL = 4.50 FPS
MAXIMUM VELOCITY PERMITED FOR MIXED LEGUME GRASS CHANNEL = 3.50 FPS -
USE RIP RAP LINING FOR CHANNELS OVER 2% SLOPE
HOBBS, UPCHURCH & ASSOCIATES, P.A. 31 O 1,
N. C. DENR Check Number: 1601
??pfi?g'FH'c Date: 4/4/02 Check Amt: $4 5.00
Tran # Invoice Type Date RefereAce € g.i Balance Discount Pay Mount
13751 040402 Invoice 04/04/02 Wetlartf *Lh'"ossing $475.00 $0.00 $4 5.00
,? C9 ? U CJ
APR 15 2002
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E ~ 80.00 1 RANGE D-30 ~ CLEpR~Ni: kJMf R 40 L=240.94 I i L~ J 238.95'
1 -JUNCT~ON~ BGX __._~-w -CONCRETE
.,t F,. rA.' ~ i ~ 55 >a ITV _ o C DP N r ~ ~HPS I 1- V w~,w LINED DITCH
_ a a1' w ~ e - - ~ ~ - ' I ssG _ - - 4 0 ~ ~ _ N6 ~ I g 7 a,- ~ + ? d-T' - N B x1SZ1NG
~ i - ra a 478.22 ~ ~I - - - - I , x-- L_._~-~ ~ _,w--- a _ G , o $,y~ „LEnuINC uMITS - . 4 ~rl _ ______M' - " ~ EXISTIN R10
von ~v - 1 g ~~~z?1,.____ n - ~ f\ R1 M, ~ _ M - _ - - ~2+00 ~ S/- TA: 32+10.00 - ~ r"' ' ' ~ e=v~..- 33+v0 F -
.M s. ~~lar+ ~ _ _ _ =114.68 5 -i-~- j ~ R-100000 L ~ T, , D ,D+~ 604 JO 201.6. N 07 _ _ I <cYif~~-cf - - - 28+00 _ -.---1 - L=236.21 ~ -o N54'076 1WW 34+00 _ t1 238.95' - ' - -RIR-R- 35 00
- ~ ~ ~ I: d+. P -i q=d000.D0 2~o NEW J N A V w I, A asp' _
M-_________ 1-4 M / Z
- _ r ~ 5 Z , yr ~ ~ ~ ~ ~ !A G AI I ~h , m ~ _ 'i~-.~. t .v ~ - __1~ -.,~J 215,10 ~ CLEARING UtdITS ~ _ ~ (
k"`0~ m _ ' - - - _ E 1498290.93 " ~ ~ / w ~ _ r ' _-4 ~ A. I J W
,c ~ ~ i° STA: 0+75,00 _ - A ~ r ~-:n----' y ~ I ~ A f+i
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E'"P`1~~ ¢Z ~ R=392D.00' m P ~ I 2 ~ ~ ~ ~ ~ I
NOTES KEYED TO PLAN
is ~'c Q ~ 0 ~ ',e W ~ 64'04'31'E ~ i ~ A 5 O PROVIDE 10" COMPACTED ABC BASE COURSE AND 2" THICK 1-2 ASPHALT TOP COURSE.
:y4\ ~MH ,Q Z 424.04' I ~ i ti''MH ~ ( I H A ~ ~ ~ O PROVIDE 4" COMPACTED ABC BASE COURSE AND
~i~ ~ a ~ ~ y~ ~ ti 2" THICK 1-2 ASPHALT TOP COURSE,
~ ~ P i ~ ~ ~ C c s ~ N ~ TYP f I © PROVIDE 2' WIDE GRASS SHOULDER,
~ to ~ I C m . Q,w ~ I> ti ~ I 1 Q ,a U~ ~~5~ti i y oo ~ ~ C O PROVIDE 6' WIDE GRASS SHOULDER. O PROVIDE NEW ROADSIDE SHALE. SEE GRADING
~,z ~ ~ " ~ PLAN FOR ELEVATIONS.
~ ~ \ ~ h~ O TIE NEW PAVEMENT TO EXISTING PAVEMENT.
~ ~ ~ ~ ~ li C O PROVIDE NEW STOP SIGN.
~ ~ I ; C ! I - ~ ~ I I O RELOCATED 030 RANGE SIGN. O PROVIDE NEW DRINKING FOUNTAIN AND WATER
r' s ~ I iF XC/ / { ~ SERVICE LINE,
C 1? ~~A O PROVIDE NEW CONCRETE WHEEL STOP.
y ~ 9 C l I O PROVIDE NEW "35 MPH" SIGN. O PROVIDE NEW "NO PARKING" SIGN.
C ~ ' C O PROVIDE 24" WIDE WHITE STOP BAR.
' ~ N <'p0 4J+ 1 j O PROVIDE 4" WIDE WHITE EDGE LINE.
~ F 1 1 ~ V (D PROVIDE 4" WIDE YELLOW DOUBLE SOLID CENTER
I LINE. PROVIDE 4" WIDE WHITE PARKING SPACE LINE
C I ~ v ,TYPICAL FOR EACH SPACE SHOWN)
I
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a"SpQ.SN CARG(/k3 ~ Fss` - -."~Z~S L ~
SEAL £ f. PREMARK ALL MARKINGS AND REOllEST NO PASSING ZONE: STA 0+33 THRU 7+50 EXISTING IMPERVIOUS AREA = 0.60 AC p~ ~ 18589 c z DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
APPROVAL PRIOR i0 APPLICATION OF PERMANENT PASSING ZONE NORTH BOUND LANE: STA 7+50 THRU 13+40 NEW IMPERVIOUS AREA = 2.67 AC 9 "~VIt~ 0 ~ MARNIN~. PASSING ZONE SOUTH BOUND LANE: STA 13+40 TNRU 19+40 BOUNDARY = 14,10 AC oq(Fk~~ae~ , NO PASSING ZONE: STA 19+40 THRU 2706.50 PERCENT IMPERVIOUS = 23% Maul in MARINE CORPS BASE
DES, ALEX R. WDDD CAMP LEJEUNE, NORTH CAROLINA DES. ALEX R. WOOD RIVER ROAD EXTENSION
~ DR. TERRY L. DICHI GRAPHIC SCALE cNE. ALEA R. WooD DR. TERRY L. DICKIE
A 0 b AO IPJ SUBMITTED BY: CHK. ALEX R. WOOD INTO FRENCH CREEK SUBMITTED BY: STA 24+50 THRU 35+00
DESIGN DIR. C. H. I (M FEET) APPROVED: PWO OR DESIGN DIR. C. H. BAKER, PE NEW WORK PLAN APPROVED: PWO OR OICC DATE SIZE ODE (DENT NO NAVfAC DRAWING NO.
1 inch = 90 ,1. MAR 2 8 2002
SATISFACTORY T0: SATISFACTORY T0: DATE F 80091 CONTT. CONTR. NO.N 62470-02-B-3329
SCALE: NOTED SPEC. 05-02-3329 SHEET 10 OF 23

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LOCATION MAP - U.S. MARINE CORPS BASE, CAMP LEJEUNE, N.C.
SCALE: 1" = 600D' ti A'* Q B
le4e
APR i 5ft
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V ~ ~ lomo:~r~. < SEAL 78589 da=~~'! a;l, d SEAL 18589 DEVARTMENT OF THE NAVY NAVAL FACIUTIES ENGINEERING COMMAND
f~ AamR ~ ~ ~ 'o®'° 9<Fx ~ X000 ~ R, MARINE CORPS BASE
or~~ro wum~~9ton ~ rnArNC sw[ w wus R' L~ 5mlon Lelana ~~~I e 11b DES R CAMP LEJEUNE, NORTH CAROLINA yib DES. ALEX R. WOOD
~ ~ DR. DR. TERRY L. OICKIE RIVER ROAD EXTENSION
CHN ICINITY MAP -CAMP LEJEUNE, N.C. spa CHK. ALEX R. WOOD INTO FRENCH CREEK SUBMITTED BY:
DES APP DESIGN DIR. C. H. BAKER, PE LOCATION AND VICINITY MAP
A APPROVED: PWO OR OICC DATE SIZE ODE IDENT NO NAVFAC DRAWING NO.
naR~°~ s io~t ter, 1 `2 8 2002 SATISFACTORY T0: DATE F 80091 CONTT. CONTR. N0. 41,561 62470-02-B-332
SCALE: NOTED SPEC. 05-02-3329 SHEET 1 OF 23

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LEGEND
- - - - - - CENTERLWE CLEARING LIMITS
'~~29,_i 29 CWITOURS
2900 SPOT ELEVATIONS
BENCHMARK
~MMJ W..k..V TREE LINE
POND, LANE, RIVER, STREAM
-~.-.r- N-:r- FENCE
~f-SF- SILT FENCE
CHECK DAM
BOL BOL BOLLARD/POST
0 MH ~ MH MANHOLE
D FES ? FES FLARED ENO SECTION
e CO • CO 0.EAN OUT
~ FH ~ FH FIRE HYDRANT
e ~ VALVE
# ~ # LP IJGHT POLE UP.e----® Up.~~ UTILITY POLE W/GUY WIRE
$ ~ POLE MOUNTED TRANSFORMER
4 m r SIGNS
TREES (EVERGREEN)
TREES (DECIDUOUS) ^ ~ IG4M u
B MW MONITOR WELL I tp CAROB.(. ~1 i~ ARO~i
m
1A589 --SS----SS-- -SS=55- SANITARY SEWER LINE ,.p. --FM--=-FI,~F- -FM=FM- FORCE MAIN y8~ll'x'`~ 99 DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
fkR.~ __W____W__ -W_W- WATER LINE ~y~ DES. ALE% R MARINE CORPS BASE CAMP LEJEUNE, NORTH CAROLINA
~ y GRAPHIC SCALE oR. TERRY Le,1 DES. ALEX R. WOOD RIVER ROAD EXTENSION DR. TERRY L. DICK CKIE
CHK. ALE% R m o +m m uo m CHK. ALEX R. WOOD INTO FRENCH CREEK
SUBMITTED B DESIGN DIR. SUBMITTED BY: DESIGN DIR. C. H. BAKER, PE OVERALL SITE PLAN
~ d peer ~ APPROVED: P - 1 Inob ~ E00 ri APPROVED: PWO OR OICC DATE SIZE ODE IDENT N]CONI;T. NAVFAC DRAWING NO.
MAR 2 8 2002 sATISFACTOR' )Z SATISFACTORY TO: DATE F 80091 CONTR. NO.NB2470-02-8-3329
SCALE: NOTED SPEC. 05-02-3329 SHEET 2 OF 23
' -
~I~~~~~ JI ~~I ~ ' ~i~d. i~ ii~li I~~~ , i~ ul. I I ~d II I ~I u I I hli' i I I
Y hul i VIII i ~ I ~I~u .:I' q ill l J I III i ~ P i i I JJ I~'8 ~~u ~ III III I ~ ~~II 'i i~ X16 a ul ~ it i u
II i u u^ i III a ii i II' iii 'II
_ ~ u ~ ~ 11 Ohl i i ~ I ~ i i, ~ ?I. k~~ hillM III llilllllill

NOTES KEYED Z'0 PL_AN I,
A~ L'LEAR O.NO GRUB.
RE610VE E%IST!NG WOOD EOLLnRDS.
REMOVE EXISTING BACKSTOP. ~
~D REIdOVE E%ISTING LIGHT POLES- REMOVE ExiSTINC CONCRETE CURB AND CUTTER.
FO RROVIOE CEN?REDE SOD OVER E%ISTING GRAVEL
GOAD,
I
i S
s.I ~~Lr~ OLP
I ~o~-~ ~'r
h \
F ~ - I
, ~L~ ~Ir' { ~ -----m----------`n I
I j ~ i ~i~i
~ ~ 'ii , G4 ~ ~ j I
W ~ i~ ~
N ~ i I , YI B I ~ J
j~ Qi YlOOD f ~ N souaRO I
f I „ (TYRj I~ a z. Q 2,11
~a ~ / y,, ~ ~
a I ! ~ -.i i6 i j ~ E%ISTIN~ I~ n F i S r _ s EXISTING SOF,BALL FIELD
x I~ i ° ~ x ii i
[-i E ~I e~y ~ ~ I 2/ CLEARING LIMITS
+i ~ 8 ~ ~ I ~ ~ r ~ o 7 ,
9 } ~ ~ ~-1 A I ~ DUP
~ ~ ~ r
x !a .G ~ t~~. s ; __~t~ I
~ f . N : r'~ Ip ~ ~ ~--w~___ 1 i D
y
--n . i o i ~ A I
~ ~ ~`-`A^^w.~.,~.>„annnN~~n~.J~n~w`.n^^^~.r.,tivnMn,v..n~-~-/J..~.v.,.n,vn_ £ - .
i ~i~ R~ --IL, A WE--- '4"fU LP _ ~ i
lJ1 ~ 4ti, - _ IV.1__._.. Pr, rY~ ;YT_____ _;Y _.f~_____ _ ___pi}___ _ p;}-_ ~tr_________~}_________~yr _________Nj ________..yyU _ ..w}- E ' A ~ = ~ ~ - ~,r r L~~ .~vtitirn^rnv~.'.-r,,~~rvrvrrn-r 1'Ym'rrrwwwv~,vy^rwv~vvr;'vvrrm.~vrv.^,,. .ti vti;,. r F -
1 ;s fr.k.-;- - ~ Ic rr - ~ F l
VN~ , wa--~-- --'.Ye-- - - wfr Fti.---vt-- -----ne--- --wi--.- wd---- - - w~- IYe --------wr ---rvt---------avo- 1
, ~ e, ~ - ~sanDDNEO' n~' wt---° ---w}o-- ~ - -w awe------- --we---------- dj - wt--------- i we----------1 , ! ~ !r we---------w t i o ' } .-YiY METAL--~-'° i 1 wj----------- rvu -----------NJ raj-----------wJ afH
w } E m 90:LARD ~r f I I ~ ~Nv~ ivwY _ _
I, _,nt,,:,~ ~ ~ 'vc~ 1 'N,O, ~ ~ _,tvi';aBP'
I < ,_Yai''. ~ a ~
? ~ J+~ i
t _ _,4i's=^' muR ~ s
~ f
~ ' r
s
> ,r
m SN CARp p
GENERAL NOTES ~~~1
1. REMOVE ABANDONED WATER AND SEWER LINES ~ AS N=CESSARY TO ACCOMPLISH NEW WORK, CAP ~ 18589 x DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
ENDS BELOW GRADE. '2,,y% f'4~~M"~' 00 MARINE CORPS BASE
~'"O~~aRnaw yp~ 7rti~ DES. ALEX R. WOOL CAMP LEJEUNE, NORTH CAROLINA DES. ALEX R. WOOD RIVER ROAD EXTENSION
DR. TERRY L. DICK GRAPHIC SCALE cNk. ALEx R. waac DR. TERRY DICKIE CHK. ALEX R. . WOOD INTO FRENCH CREEK
w n w ea u° SUBAiITTED BY: SUBMITTED II STA 0+00 THRU 4+00
DESIGN DIR. C. N. (IN F68T j ~ APPROVED: PWO Ofl DESIGN DIR. C. H. BAKER, PE EXISTING CONDITIONS AND SITE DEMOLITION PLAN APPROVED: PWO OR OICC DATE SIZE ODE (DENT NO NAVFAC DRAWING NO.
1 inch - 90 }t ~M~R 2 B 2002 4454563
SATISFACTORY T0: SATISFACTORY T0: DATE F180091 CONTT. CONTR. NO.N62470-02-8-3329 SCALE: NOTED SPEC. CS-62-3329 SHEET 3 OF 23

S,
NOTES KEYED TO PLAN
0 CLEAR ANO cRUe, ~
Q REMOVE ExISTNG GRAVEL RpAD.
REMOVE EXISTNG HEAD FACILITY AND UFT ~ ~ ~t STATION. ^AP EXISTING WATER AND SEWER ~ ~ T~ SERVICES BELOW DRADE, ~
V REMOVE ExISTING CONCRETE VAULT. ~
I RELOCATE EXISTING SWING SET. SEE SITE LAYOUT ~
PLAN FOR NEW LOCATION. \ ~ REMOVE EXISTING ABANDONED FIRE HYDRANT AND - H
,,L VALVE. CAP LINE BELOW vRADE. i;
1/ Q PROVIDE CENTIPEDE SOD OVER ExISTING GRAVEL Rono.
REMOVE EXISTING ARCH CULVERT. C~o
_ 1
i' X55--- £
~ ~ ~ ~ ~ ~I iW w
~NV
_.~SS---"'J ___'Vd ~o~ --SS-k8AND0NE0 3 n ?
E-'"
z.
\f 2 C,
a> a',Z
i MN,J ? v a2 i i
Q F
Q ~ ~ FH "_Tk -
9 G, .P~ p. ~ ? ~ ~irii' rv _
/ O ~ 4H~ ~ ~ '
/ 2~0' .,.5' ~ / ~ ~ -40
~ i ~ y` /
\L
1 ~ / V ~d.~Eo
~L ~ / "00 ~ t / ~ x RS.,AogPM ~ ~ y~ ni',,
ii1 C~~ ~ ~ R F vV'~, Z ~
.-7 ~ ~ C? e B ~ , . y Y ' wi r~. ~ ~ ~ ~ Y d /'w
~ P
~ h i / r~~~ ;/1,1,11, ~~,l~.f N ~ / _A.
~ ~ I ~ ~A A ~ ~ ~ ~ ~ ~ _M I ~ ~L ~ ~ ~ r ~ ~,a~ r - - -
L... CLEARING LIMITS ~ ~ ~ ~ CL RIN i~ ~ ~ ~ ~ ~ ~ ~ P ~ ~ 1 ~ ~ A„~- EA CtMITS ~ ~ ~ ,>f~ ~
I T~ tY~ ~ 11~~'~I~`~~ - "Z. T A ~ ~ ~ i
tij'
~X Ord i l"/ i
~ ~ A x r , , °'1 A is o ,v~ , I
A ~ ~ , ~ G i i/' D ~ Eo I
~ i~. ~ * rd A.. V~j/ J~ONC :NL~PB~~ .;,aT~ ~
Gi'.- ~ , i
ii~~,; .i~ h~,~ ~ ~ ~ ~ ~ ~ 4 ) ~,Aj "
v i _ . - _ I

- ~ _ _ n ~ v/ AL'-- - - 4'I_++---~` ' t
- - - ,c. " = - ( -YVfi--'--- ~ G ~ ~ 5680.
A
POND ,,Y„.~ ~r,~r,-, ,
~ ' ~ ~ '1 - 1 ~
m' ur.~Oil%
GENERAL NOTES ~,~~"'~~"°`ti~ ~.9 CAPo auisuw,4--q( ESSi~°`*v~2~'G C0
7. REMOVE ABANDONED WATER AND SEWER LINES SEAL AS NECESSARY TO ACCOMPLISH NEW WORK, CAP _ 8JB9 ENDS 9ELOW GRADE - ~ s 3EAl b5b9 = DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
ys, 9 ~l~oog M' a ~ MARI p0V1V 'I~1 9 NE CORPS BASE
~tik R. O ;v r RCAMP LEJEUNE, NORTH CAROLINA
DES. A " 111 Lt% GRAPHIC SCALE '1 DR. TERR y DES. ALEX R. WOOD DR. TERRY L. DICKIE RIVER ROAD EXTENSION
n x CNN. ALEX im SUBMITTED CHK. ALEX R. WOOD INTO FRENCH CREEK SUBMITTED BY: STA 4+00 THRU 14+00
DESIGN DII IR ~ APPROVED: DESIGN DIR. C. H. BAKER, PE EXISTING COND!T,ONS AND SITE DEMOLITION PLAN
I m<n = so rl IdpR 2 9 20a2 APPROVED: PWO OR OICC DATE SIZE ODE IDENT NO NAVFAC DRAWING NO.
SATISFACTI ~40Z 445 F 80091 SATISFACTORY TO: DATE CON ST. CONTR. NO.N62470-02-3-3329
SCALE: NOTED SPEC. 05-02-3329 SHEET 4 OF 23

. J J
~
~
NEW RIVER
~
Z
,o ~ a
~ , \ ~ I
/ z I ~.z f~ l
I I
_ i, r I _ •0 1
gANCf D - CLEARING LIMIT ' " i A
L(}7 t ~ ~ ~'y ~.,w~-^N~...
t 55 G '8 ~N~ SEaAC-~,~ _ ~Mh' t _ ~ 3UP ~k 'CNCRE7E p „r~llj LINED GTCH
?aNl~ `t 18'..,~ ~ E ~HNSaB I G ~ I;:a C ,y,-_..,. t---- -n N _ ~ ~ H I IN`, XiST',NG
~ - _ w _ - _ _ _ .~_,..J ~
~yn1H Q yi ~ - CLEARIN Uf,UTS A _ _ -
o 1,w _ -i'Na ~,:v-- ,t i _ _ _ ~ D I
a - -y" F r 1 ~ ~ ~ ~ - _ ASPHALT it ,M~ ~ - w~n^M'vvvr'rv'rvvv~^r~ STOP RIVER ROAD
_ - _ ~ ~ _ - ern _ ' 1 - _ A _ m -
I ~ ~ _ nm-~n-, o, LIMITS . +
A o-80~ ~ CLEARING„ ? 1 { 1 /fir
S ~ ~
~G } y
~ ~ , I~
; ~a,~ T AuP ~ I II I
„o ~ ~ o ~ s, 3 ~ m ,.y!O ' ~ f I I I
~r ~
',fie In 6.'~~J ij?UH ~'Q H~-F' ~ I i
I II r ~i (D CLEAR AND GRUB.
U ~ ~ ~ H ~ ~ I ~ ~ N NOTES KEYED TO PLAN ~ IF O CLEAR AND GRUB.
a;W ~ a .I P~; .e p,'r ~,n ~ ~ i ~f II a © REMOVE EXISTING GRAVEL ROAD.
^.2 o Q r I ~ I i~ (C REMOVE EXISTING GRAVEL JOGGING TRAIL.
~ ~ ~ P' j ~ Ii I , OD REMOVE EXISTING CONCRETE PAD.
~ r~ ~ ; O REMOVE EXISTING STRUCTURE S556.
II I ~ ' l; I D REMOVE EXISTING STOP SIGN. 1 I
J IF ~ ~ I'. © REMOVE EXISTING DRINKING FOUNTAINS. I I F O REMOVE EXISTING HEADWALL AND t5' OF
I j CONCRETE LINED DITCH.
~ J ~ I ~ OI RELOCATE EXISTING D30 RANGE SIGN. SEE SITE LAYOUT PLAN FOR NEW LOCATION.
I I i' I Oj REMOVE EXISTING BOLLARDS.
I I I
III I
I I I I
I I I I
I ~ I
I j^
I I I
y~MYbu!pyll d~ CAR / ~I ,,(~lilll;pllfry//0 CARD
?D~°~~54;°'~ ~`EL Wm~umiy~ Cs _ ?G "~FSSr N i
._.-trYrli`tSi-ti-ii~-'_~Fttti~d L 18589 = 1. REMCYE ABANDONED WATER AND SEWER LINES ~ ~.9 - 18589 a DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
aS NECESSARY TO ACCOMPLISH NESV WDRK. CAP ENDS BELGV! GRADE. MARINE CORPS BASE
IM ipl ~ tit Y oe ~~0 ornfll IroII CAMP LEJEUNE, NORTH CAROLINA DES. ALEX R. WOOD RIVER ROAD EXTENSION
GRAPHIC SCALE oe
CHI x w w im SUI CHKDR. . ALEX TERRY R. . WOOD DICKIE INTO FRENCH CREEK SUBMITTED BY: STA 24+50 THRU 35+00
DE' DESIGN DIR. C. H. BAKER, PE EXISTING CONDITIONS AND SITE DEMOLITION PLAN
( IN FBSf) API I I„~n =son 2 8 2002 APPROVED: PWO OR OICC DATE SIZE ODE (DENT NO NAVFAC DRAWING NO. ,28 2082 F 80091 4454566
SAl SATISFACTORY T0: DATE CO NTT. CONTR. NO.N62470-02-3-3329
SCALE: NOTED SPEC. 05-02-3329 SHEET 6 OF 23

YI
j i T ~
i~OTES KEYED TO PL.A1~ I I) I PROVIDE ~D" COMPACTED ABC BASE COURSE AND
2" THICK I-2 ASPHALT TOP COURSE. I I
~--~-PR9VIBE-4-FBkMP~AEi~B--COyRSf-ANE----- 2" THICK I-2 ASPHALT TOP COURSE. ,
k I ~C PROVIDE 2' WIDE GRASS SHOULDER. p
'I !h. PROVIDE 6' WIDE GRASS SROULDEP.. FI
i PRDNDE NEW ROADSIDE SWALE. SEE GRADING I PLAN FGR ELEVATIONS. 1
iI PR014DE LS' WIDE CONCRETE CUTTER. MATCH
EXISTIN; ELE1.IONS. !I
© PROVIDE NE4V 'STOP` SICK. I. I I ) G'..I t~ J-'DE NE'F OF AiiEAO 5. P~ ~th3-':P) ¢
f PROVIDE 24" WIDE WHITE STOP BAR, ~ ~ ~ I~ ci r
PROVIDE a" WIDE WRITE EDGE LINE. 31 '
Y V PROVIDE 4" WIDE YELLOW DOUBLE SOLIO CENTER ~
LINE, E ~ i L~ ~ ~ r_____ L____M_ _________M______Er~
i j
F
W C7 .
r.7 z.
F 11
~ 4 3 !j', 3i I @. E~ E-I A < cn
a'° I N57'S0'20"W
~a I, 605.3C' S 1
i' ~ t ALP [1i } ' F 11 nr CLEARING LIMITS
FUTURE ROAD ANll 'fR41L E%TENSION B N 6 ~ , ry
~ _ . (NOT IN CONTRACT) ~ ~ ~ j \ -£i.~j~ G - \s _--_-___-._y_.-_ ' -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .~7 x
~t - ~ o
1 ~ E~ ~ 4 I oC~l: 3o7 N --50'20'W
ti..~,~.~.M,, r~ 31' Ia 3 63 I / i ~-~,`~?"~N" '~'-'~-`'~'~^-v~.v - - - - - - - - - - - - - - - - - - - - - - - - - j._= ~~25~7a4.1 I .,,ate--- _ _ - r~-
I - I_ I o b ' ~ --rv
A r / , j' ~o o t' fir. - w~~__ F I -~rJ.n/.N..'.n/`^~J.^'~.n..~%.~../.n/.MMna?.~..LM. ~ \ Mai ~ _`Yr~_~- ~
i i r2___
I Fir" 24 ~ ~-YV.1 V ry} ~ ~ - _ fi.t Ylr ~{+j- -yl} py.______._ I„ ry}_________~y_________~_Wj__ F _______~y}_________,~t_________.{y}__________wj___________yy}____. yy3____ _______yv3.__________.~______ w-' 1 _Wj___________yy~__________Iry-___________w-ylj _ v~
rv~.~^rnv,~~tiv~-rw-mw~^rvwrrrrvvv~^Mr vwvr^nv~~rrrm~-rvwvvvv~rvwwvti~ ~ I ~ ~ I
i~ _ j ~ ' ~V3' j j _ S5T5O'20"E - -Wd- 605.30' 1
I -L-- M _I~, r 'Wt ____Wy____ ______VNj__6 f__-,_~a„___________Wt__________Wy _,~3~. __W,}__________~y_ ~NS__________~~}_________~y}_________~~, _______.~}_____________wD_____ ____W ~.n ~-___W _ryt__________ ~i - ~ a nN ~~Nt n---~~ ' j ~ i W_ _________jy}_________~y}__________ryj___________ry____ NJ----------- i`I------------Y J----------15j-----------w3----------- 1 MH
1 ~ ~ I ~ _-tNi METAL I ~ w i £ ~ BOLLARD ,~,,,.rw,~~-rm '1'YYY'YWl
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GENERAL NOTES PASSING ZONES II>ZPERVIOUS SURFACE AREA ~ SEAL 18589 = SEAL 18569 = DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
1, PREMARK ALL MARKINGS AND REQUEST NO PASSING ZONE- STA 0+33 THRU 7+50 EKISTING IMPERVIOUS AREA = 0.60 AC ~ ,r~~ ~p. APPROVAL PRIOR TO APPLICATION OF PERMANENT PASSING ZONE NORTH BOUND LANE: STA 7+5D 1HRU 13+40 NEW IMPERVIOUS AREA = 2.67 AC ,y Q~ ~'A+'INrY a IdARKINGS PASSING Z0~9E SOUTH BOUND LANE: STA t3+40 THRU t9+4G BOUNDARY = 14.10 AC ~ Fg ,R 1 MARINE CORPS BASE
NO PASSiNO ZONE STA 19+40 THRU 2708.50 PERCENT IMPERVIOUS = 23~ ~IE DES. ALE .~F?^I;0r./ CAMP LEJEUNE, NORTH CAROLINA DES. ALEX R. WOOD RIVER ROAD EXTENSION
~ ^ DR. TER DR. TERRY L. DICKIE
GRAPHIC SCALE cNK. aLE n " z w SUBMITTE CHK. ALEX R. WOOD INTO FRENCH CREEK SUBMITTED BY: STA 0+00 THRU 4+00
DESIGN [ DESIGN DIR. C. H. BAKER, PE NEW WORK PLAN
y,E~, I APPROVEI I~b-. It MAR 2 82002 O APPROVED: PWO OR OICC DATE SIZE ODE IDENTTT NO NAVFAC DRAWING NO.
SATISFAC 4454567 8 2002 SATISFACTORY TO: DATE 180091 CON5T. CONTR. NO.N62470-02-B-3329
SCALE: NOTED SPEC. OS-02-3329 SHEET 1 OF 23

t A i i
\ \
N4TE5 KEYED TO PLAN ~ ~ v ~ A~ PROVIDE t0" GCMPACTED ABC BASE COURSE AND '
2" THICK i-2 ASPHALT TOP BOURSE. r
~5 PROVIDE 4" COMPACTED ABC BASE COURSE AND 2' THICK 3-2 ASPHALT TOP CpLRSE. N
~ \ PRO+[IDE 2' WADE GRASS SHGUIDER. ' \ \ f
1J PROVIDE 6' WIDE GRASS SHOULDER, ~
E PROVDE NEW ROADSIDE SWALE. SEE GRADING ~ ~ F PLAN FCR ELEVATIONS. r
~ . PROVIDE N€W "NO VEHICLES" SIGN. ~y
ro~ PRDViDE 8' WIDE HI-VISIBILITY CROSSWALK,
L/ O PROVIDE 4" WIDE 'MiITE EDGE LINE.
PROVVIDE 4" WIDE vELLOW DGU9LE SOLID CENTER
LINE. PROVIDE 4" WIDE YELLOW SKIP CENTER LINES
PASS'~NG SIDE. l C. ARING LIMITS
QK PROVIDE a° vnDE YELLOW GE~NFER UNf NO-PASSNG SIDE.
MH_ ~j__. L ESTABLISH NEW 25' WIDE CREEK WITH 3:1 GRASS _ - ~`"'S~2?-E~ ' ~
LINED SIDE SLOPES. _ -,.s,-{"}-~ ~ --_-_---W}- µgANDOP~~ _ . c.
E,
~ . is
z p
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~ ob ~ X / - - - - -
Y, ~ ~o d B ti S n ~ E ~ ~r ~Y ~
n 1 r~ , 5~ z ' 1 _ ~ _ _ to ~ ~ = - ~ ~
CLEARw'C LIMITS CLEARMG LIMITS Y - - y'~ \ q c - y~ ,tl~ t
Q N 1 _ _ Y ---~q----Y--.,--~ -
- -------J - ~ IJ 0tO w i O /
i, F f r ~ ~ - ~ >
Y' ~ . v ~ _ - o ~ ~ r
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,
a E i D ~ ,,fir
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_ , _ y'---'--- (1` -----'rtJ---------IV}-v-----AS---'--- o~-------N= rv}____----;; ----'==-~Y~4-'--- 1 -i~}-------=N}'-° R~tO ~ , - ,v~ = ' L,A3~j8 i
_ ~ Syr ~ ;n~,_ _ ~ ~ i ~
_ -y,,~._______ 7ri~ yj' l Nr------. , _ _.0. 1 0 ________,~;L ; - ~ 1 Fyn ~ ~

- ~ ~ POND ' --WE--- W~---- - , M,,-~ . ,,,~-r-r,Y,~
~`I ~ rrv,n ~ i
_ ~ ~ ' ~ 1
i ' ~ it
i I
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(~cp7~~+~~ .~.p_~~~¢~.~p__¢{}~.L$p. F.~-)..~ _ $~?0~. ELI E~~ ___--_--~~~~Vlliil rL1~7 ~J 11YV GV1V li~.7 -._~1Y11VV - ~ SEAL Ro` 2
1. PREMARK ALL MARKINGS AND REQUEST NO PASSING ZONE: STA 0+33 THRU 7+50 EHISTWG IMPERVIOUS AREA = 0.60 AC ~7T"8589 ~ ~ APPROVAL PRIOR i0 APPLiCA710N OE PERMANENT PASSING ZONE NORTH 60UND LANE: STA 7f50 THRU 13+40 NEW IMPERVIOUS AREA = 2.67 AC ~~wl~~ 9 g DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARKNGS. PASSING ZONE SOUTH BOUND LANE: STA t3+40 THRU 19+40 BOUNDARY = i4.~0 AC ! A+~~~ N6 PASSING ZONE: J$TA 19+40 THRU 2708.50 PERCENT IMRERVIOUS = 239 ~wiRwui~+ MARINE CORPS BASE yo ?
~z 9 DES. ALEX R. 7 DR. TERRY L 9 of DES. ALEX R. WOOD CAMP LEJEUNE. NORTH CAROLINA RIVER ROAD EXTENSION DR. TERRY DICKIE
GRAPH]C SCALE ceK. ALE% R. x a w ao ~p SUBMITTED BY CHK. ALEX R. . WOOD INTO FRENCH CREEK
DESIGN DIR. SUBMITTED BY: STA 4+00 THRU 14+00 DESIGN DIR. C. H. BAKER, PE NEW WORK PLAN
f IR reef ~ APPRDVED: PW i mch = sa fl. APPROVED: PWO OR OICC DATE SIZE ODE (DENT NO NAVFAC DRAWING NO.
M¢R 2 8 2002 sarisvacroav SATISFACTORY TO: DATE F 80091 CNO.N62470-02-B-3329
SCALE: NOTED SPEC. 05-02-3329 SHEET 9 OF 3 2

NOTES KEYED TO PLAN
PROVIDE a0° COMPACTED ABC BASE COURSE AND ~ PROVIDE 4" WIDE WRITE PARKING SPACE UNE 2" THICK I-2 ASPHALT TOP COURSE. (TYPICAL FOR EACH SPACE SHOWN)
® PROVIDE 4"' COMPACTED ABC BASE COURSE AND ~ PROVDE NEW GRASS LINED SWALE WTH EXCELSIOR ~ Sg~~
T THICK i-2 ASPHAti TOP GCURSE- MAT. (3:1 SIDE SLOPES) ~ ~ PROVIDE 2' WIDE GRASS SHOULDER. '"J ~ ~
~ ~ ~ ~ ~ ~ SK"Nl c PROVDE 6' WIDE GRASS SHOULDER. ~ 2~ I, ~ ~
s I 1 PROVIDE NEW ROADSIDE SWALE. SEE GRADMC 'v~ J ~ I
PLAN FOR ELEVA?ONS. ~ l "s~ i
TIE NEW PAVEMENT TO EXISTING PAVEMENT, ~ / RELOCATED SWINGSET. 'z
U PROVIDE NEW "STOP" SIGN. ~c
O PROVIDE 74" WIDE WHITE STOP BAR. fl
'J SWINGS PROVIDE 4" WOE WHITE EDGE LINE.
O C K PROVIDE A" WIDE YELLOW DOUBLE SOLID CENTER 1 UN T --N; SOX
U,NE. j~ ^PR a" ~ ~ ~ , OVIDE Yf~OE YELLOW SKIP CENTER LINES SEPT! i 'y ati ! TANK ~--yS'.r....
V I PASS;NG SIDE. ~AYPAOUN, N64"D4'3t"W i
C PROVDE 4" WIDE vEILOW CENTER LINE {V, i' NO-PASSING SIDE ~ 478.22
~ I \ d ~
~ S.' ' INV a i ''M-_, 2t ~MH z
- h,.-~~pUpONEO~, ~ ~ O R,50 25•
_ _ -~d~1 " ' 7 IC
M _ ~ a _ ~ t "~Y.-" _ CRAVaL . ' ~ ~ _ -
~ , _ < ' a. - pn'
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a~ l T.;ev Ar ~ O' tT~ PNC r C O. ~ ;^~C chl
S " iQ
C " ? c` RJD ~P aP _ W
1 :N3 ~vj_ S64"04'31•E d ~,'^.1N r _ ~l 424.04.
c ~ V
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ti~-~~yG~~ 1~ ONEDwi Si ~ _c C- _ - _ ,-yy3'~ fit,=- M. h
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~v pit _ CAR~~i - -tri7ty-~- ~ cr C~T~ f~ Ana ~ 20~vVESS~GAi2'"g D Y.r~z7YT'~J•r-tGrY~ T1l~OT Tl1T'C CT ~L+n_rnA v~i~
~ EAL i. PREMARK aLl MARKINGS AND REQUEST NO PASSING ZONE: STA 0+33 THRU 7+50 EAISTING IMPERVIOUS AREA = 0.60 AC 3 ~ 18589 ys
APPROVAL PRIOR TO APPLICA?ION OE PERMANENT PASSING ZONE NORTH BOUND LANE STA 1+50 THRU 13+40 NEW IMPERVIOUS AREA = 2.67 AC 3 MARKfNGS_ PASSING ZONE SOUTH BOUND LAVE: STA 17+40 THRU 19+40 BOUNDARY = 14,10 AC ~'~977~,~~G DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND a MARINE CORPS BASE
NO PASSING ZONE: STA 19+40 THRU 2708,50 PERCENT IMPERVIOUS = 23% hiyfx RR MMpIfMUt ? ? CAMP LEJEUNE, NORTH CAROLINA
M DES. ALEX ft. W00[ DES. ALEX R. WOOD RIVER ROAD EXTENSION DR. TERRY L. DICKIE
GRAPHIC SCALE ~ Iti DR. TERRr L. DICK w ~ ~ CHN. ALEX R, WCO[ CHK. ALEX R. WOOD INTO FRENCH CREEK
SUBMITTED BY: DESIGN DIR. C. H. SUBMITTED BY: STA 14+00 THRU 24+50 DESIGN DIR. C. H. BAKER, PE NEW WORK PLAN
IN ~ APPROVED: PWO OR 1 inch = 3D R. APPROVED: PWO OR OICC DATE SIZE ODE IDENTTNO NAVFAC DRAWING N0.
MAR 2 B 2~2 SATISfACTORY T0: SATISFACTORY T0: DATE 8009111 CONTT. CONTR. - ,162470-02-B-3329
SCALE: NOTED SPEC. 05-02-3329 SHEET 9 01 23

I ~ ~
~I
NOTES KEYED TO PLAN - a~ A PRO`VIPE ~EMPORARY SI T FEN @ L C~
6 PROVIDE TEMPORARY GRAVEL CONSiRUCT10N ~i
ENTRANCE ~ I 9 I'
uII ~
s' i I
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F ,~yy i F 605.30'
1~ ' hli } o V 1 t I' S S I ~ _ ro~-
Vr ~ i ~ ~ -J A 2a - I r/~ ~ FUTUR& ROAD AND TRAIL EXTENSIDN ~ i - - ~ SF SF SF- A -SF SF SF SF SF SF SF - SP
> (NOT IN CONTNACT) ~ i _ ~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - =gam -
1/ ~l SY' / Fl 5P % °T°>r ll~5~°' r 7 tf! -vim _ - ,~u3"~.
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_ _ d ~ \ ~ o ~~W.i-.,_. _ / " , S ~ o -
f ® w„w.w..v_nus.,v_,•.~„~,v„~,i-~.~~.v-~.,~n.~n,~nw.n.an.,,.~.v+JU~.~,.,~.,~n, f ~ ~ ~ ~ , - SF SFSF' k 8 -SF SF SF SF-_.
1 ~ ~ti"~ ~ / ~ . ~ ~ ~ ,.V1Y ~ V WJ A
i"li- -ly, yy, 1'-- fx ---yyE-_-+'---'NI=- _ /dt-------- Vdt"----__'_Wf----------W}--'------Wt-----'----WV"'-"''----Wi'--------W+____"'_--Wt '~-wt-------'--Nlt-"-----P.}---------PI}----'-----Wt--------Wt----'--r-VVtr ~ yrc---- "Nj- '------W}-"'-----Wd----=__- i I / } j_________ _ _ W}..______
y - i ¢ , I rvrvrrrrmrvrnw~r~wv-rvvY-rr•^r,rn^.vr. , . .n~w-www.vm-v,rrvvv~*f'mw'rn~rrmvvrvvwrrvrn-wvvr,, rvw~. i 77 ~ h ' '
~ k I I ,I 4 ~ I F ~ ~ - . `.557 50'20°E - - -w~--"--
11 ~ h of I 1_AI_r_ =--R!-- - ~ ,AY._- Wr - -wi------- nt----- ---w~-----------rdt------- --wt---- ~ I` v ~ ---wt--- --we-9' ~----w - -c ~ ~ - r 605.30._-
----W3--- _ i ~ ~ - -----w3----------- ~ ~ ~ ~ '_hi METAL~V I i ~ _ _ u W \
~ ,y~.-- BOLLARD `h ~ ~ I ~"'~'~'>~,yr,~,~,;,wvwrrvv'r'rv . (Tvp) ~ I ~`OZ~ ! ' ~ _ N.(wy-wyr~•y^rvvvti-vv~v~'~' "vv`r"v-v~r-.^~~
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e oa~W~ Rat - - v~~EPz~---P1nmL c+ ~ ~r . v L
3 SEAL 1. PROVIDE CENTIPEDE SCD OVER E%IS71NG ~ 18589 GRAVEL AREAS TO REMAIN. PROVIDE 4" ONSITE ~ S~~I ~ 39 DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMANO s
FILL, SEED AND MULCH TO ALL 07HER pISiURBED „'~~nn Nt`' ~ ~ AREAS. ~q~x wai ,p0 ~ ~ rugm iwn MARINE CORPS BASE
y DES. ALE% R. o V DES. ALEX R. WOOD CAMP LEJEUNE, NORTH CAROLINA L RIVER ROAD EXTENSION
GRAPHIC SCALE oR, rERRV i CHK. ALE% R, m +s x ro ,m OR. TERRY L. DICKIE CHK. ALEX R. WOOD INTO FRENCH CREEK
SUDHITTED B' SUBMITTED BY: STA 0+00 THRU 4+00
DESIGN DIR. I~~Ih ~ o ~ II. MAR 2 8 2002 AaPROVEO: v DESIGN DIR. C. H. BAKER. PE SITE GRADING, DRAINAGE AND EROSION CONTROL PLAN
SAT!SFACTORI M2 APPROVED: PWO OR OICC DATE SIZE ODE (DENT NO NAVFAC DRAWING NO. UUG SATISFACTORY T0: DATE F 80091 CONST. CONT4 54-971
R. NO.N62470-02-B-3329 SCALE: NOTED SPEC. 05-02-3329 SHEET 11 OF 23

~ ` ~ ii ,
T
NOTES KEYED Td PLAN ~ ~'ij
PROVIDE TEMPORARY SILT FENCE, ~ / / ~ ~ ® PROVDE TEMPORARI" ROGH CHEO'F DAhA. ~ ~ ~ r j ,
~ \ 7D PPOVIDE 201f 12"RCP 4~ 0.5%
i;VV W=.9.96 IN'J OUi=19.86 ~ '~`!II
Ili':. S OD PROVIDE 30LF t5 RCP ®7.07 ~ ' x .
WITH FLARED ENO SECTIONS INV ouT=ta.oD , r s ,
of PROVIDE 8" RiP-RAP LWED D TCx ~ '
~ i aiA 70+75 iHRU 20+00 ~
S
' l
F
;1~~ , . S. - ~_-i)"L._.~-.. __~F S . __._WA-'-. SS- _yFrx----.' vl~ } ..~_i /.gyp i7 ~ ~~j ~i,.. ^Y?`'
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v - ~ - ~ S, V r~~ yv ail' ~~~,7 ~ ~ ~ v SF ;~,T/!FI ICY -'u~i / __03
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ni; - " ~C-_ Sf ~ ' ~ ~ ~ .tom 4 "h4'Q~. . , F 't'v'~, ;~N$"'.r. y i i ~y~..,~,G -5_ ~L 4: __--~d~-_- _ ..ice. _.'.i_ _ _ _;i - _ , ~ ' ' -r i
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i o ~ ~ y 'Nj I i N" 1 p' ~ a~~>- y;_-___ ___/~j___~_ c Ivy _ w~____ _ _r„___ _
o ~ _.WL''? ~ L_a / " ~ , ~~j' A r i' ° -Ytr'"~ r~ \ i
'Y~i9~-- ' - " i o i ~ -yyj ~ ~ 4' 1 1 ~ ~ ~ ~ r
- o~ ~d r ~ a ' i /
~ - ~ ~ / r M-r a w~ ~ , - ~ ~ ~ , POND ~ - - i>'~- ~ ~ - _ ti ~ ~r ,m-,~.r,,,~,.,,,._ r ~
1• F~ '
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yVV:uuuman IIIfJNry/I////
~°°aP ~ uw ARO"o" IIARD( ~4i
s ~F~~ y~; - -xt~ _ ~ SEAL 4 AL s
PRO`JIDE CEN?IPEDE SDD OVER EXISTING ~ 8599 GRAVEL AREAS 10 REMAIN, PROVIDE 4" ONSTE ~ q ~l~y~a X89 a c DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
FILL, SEED AND MULCH TC AtL OTHER DISTURBED '~F,y~~.R Oa~~ AREAS. ~aai miq~~ ~1 IIIDa MARINE CORPS BASE ni~~~? CAMP LEJEUNE. NORTH CAROLINA
r,J~ DES. aLEx I OR. TERRY DES. ALEX R. WOOD RIVER ROAD EXTENSION DR. TERRY DID
GRAPHIC SCALE cHK. aLEx I z ° " n m SUBMITTED I INTO FRENCH CREEK CHK. ALEX R. . WOOD
DESIGN DIR. SUBMITTED BY: STA 4+00 THRU 14+00 DESIGN DIR. C. H. BAKER. PE SITE GRADING, DRAINAGE AND EROSION CONTROL PLAN
~ IN F'F~T) APPROVED: 1 inch = 3o I<. MAR 2 82002 APPROVED: PWO OR OICC DATE SIZE ODE (DENT NO NAYFAC DRAWING NO.
SATISFACTOF 20°2 F 80091 4454572 SATISFACTORY TO: DATE CONST. CONTR. NO.N62470-02-5-3329
SCALE: NOTED SPEC. 05-02-3329 SHEET 12 OF 23

r
NOTES KEYED TO PLAN TEMPORARY '
® PROwoE TEMPORARY SILT FENCE. SEDIMENT TRAP ; ~ ~
B PRO`ADE iEMRORARY ROCK CHEf,K DAM. SIZING ~ ~ 4 CHART cb ao
/ ~ ~ / 5533 O PROVIDE TEMPORARY SEDIMENT TRAP. NUMBER DRAINAGE TRAP SIZE AREA (~U. fT.)
D PROVIDE NEW CONCRETE BON CULVERT (ACRES) ~ ~ ~ 100 LF, 5' 0" h' X 6' 6° W TST,gi 21 3960 ~l ~ YiNGi
Rszo-a< Loao r.Lass. rsrgz s s asoo t~ 3j-'~ INV= 3.50 i5T 3 ~ T N t.5 27Q0 L w; j
4 PROVIDE t00LF 75"RGP ®t.09 TST~y4 4.5 8100 ti~ ~ h 1 ~ f S69p / / ~NITH FLARED END SECTIpNS `7800 CU. P?_ PER ACRE ~ ~ ~ A ` / ~ ~ to ~ `.y~.
IN4 IN=17.35 _ `\f INV OUT=i6,Z5 ~ ~ ~ ~ -
F PROVIDE 8" DIA. RIP-RAP LINED OIiuH \
S7A 10+75 THRU 20+00 ,j
PROVIDE 20'X30'AB" DIA. P.IP-RAP APRON. I ~ SWINGS I i ! ~ J~ ' l,_.
COvER ExISTiNG SLUDGE ORrING EEDS WITH 30" ~ 1 i ONSITE FILL SLOPE SIDES 3.1. PRONOE SEED - AhD MULCFL ~ I ~ , r S i~ a-. - f,-__ ~
/ , ~I PR041DE 4ClE 15'RCP ®t09, ~ ~ - _ , r. - ~-r -
~iri FARED END ScC110N5 ,^i~ ~ ~ At,gy e 'S' / 'NV IN=i 6.90 t , ~ No4'O43~ W ,.13 > i ~ ~;C'j ~i _ .
h4 OUT=16.50 1 ~ ~ ~ OROuprp a' ~ i «76:22' ~~G ~ ~
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~ DES. ALE vG RIVER ROAD EXTENSION DR. TERRY L. DICKIE INTO FRENCH CREEK
GRAPHIC SCALE oR. TER CHK. AlE m is ~ 10 SUBMITTE CHK. ALEX R. WOOD
DESIGN D SUBMITTED BY: STA 14+00 THRU 24+50 DESIGN DIR. C. H. BAKER, PE Si?E GRADWG. DRAINAGE AND EROSION CON TROT PLAN
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SATISFACI 2 s zooz F 80091 SATISFACTORY T0: DATE CONST. CONTR. NO.K6247O-02-B-3329
SCALE: NO?ED SPEC. OS-02-3329 SHEET 13 OF 23

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AREAS. e MARINE CORPS BASE
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GRAPHIC SCALE DR. rERRr CHK. ALEX F A i~ JO 1p DR. TERRY L. DICKIE CHK. ALEX R. WOOD INTO FRENCH CREEK
SUB1AlTFED E SUBMITTED BY: STA 24+50 THRU 35+00
DESIGN D1R. IH ~ APPROVED: f i inch = 30 il. DESIGN DIR. C. H. BAKER, PE SITE GRADING. DRAINAGE AND EROSION CONTROL PLAN
MAR 2 8 2002 sarlsEncroA q APPROVED: PWO OR OICC DATE SIZE ODE (DENT NO NAVFAC DRAWING NO. - 4454574 2002 SATISFACTORY T0: DATE F 80091 CONTT. CONTR. NO.N62470-02-3-3329
SCALE: NOTED SPEC. 05-02-3329 SHEET 14 OF 23

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SUBMITTED BY: SUBMITTED BY: STA 0+00 THRU 10+00
( IN £EEf ~ DESIGN DIR. C. APPROVED: PWO 1 inch = ~0 it. DESIGN DIR. C. H. BAKER, PE CENTERLINE PROFILE APPROVED: PWO OR OICC DATE SIZE ODE IDENT NO NAVFAC DRAWING NO.
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HIGH POINT ELEV = 27.66
( RICH POINT STA = 26+50
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DES. ALEX R. WO DES. ALEX R. WOOD RIVER ROAD EXTENSION DR. TERRY L, DICKIE
GRAPHIC SCALE DR. TERRY L, m CHK. ALEX R. WO CHK. ALEX R. WOOD INTO FRENCH CREEK
~ ~s ~ ~ I~ SUBMITTED BY: DESIGN DIR. C. h SUBMITTED Br: STA 20+50 THRU 31+00 DESIGN DIR. C. H. BAKER, PE CENTERLINE PROFILE
(IN FBEf) APPROVED: PWO
h ~`h = ~ " ~ MAR 2 8 2002 i"=30' HORIZONTAL SATISFACTORY TO~~ 1'=3' VERTICAL 9 APPROVED: PWO OR OICC DATE SIZE ODE IDENT NO NAVFAC DRAWING NO. -177 X02 SATISFACTORY TO: DATE F 80091 CONST. CONTR. NO.N62 470-02-B-3329
SCALE: NOTED SPEC. 05-02-3329 SHEET 17 OF 23

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GRAPHIC SCALE DR DR. TERRY L. DICKIE
~ m w w CH ~m SU. CHK. ALEX R. WOOD INTO FRENCH CREEK SUBMITTED BY: STA 0+00 THRU 7+50
(M F'6CT) OEI 1 inch 90 ft API DESIGN DIR. C. H. BAKER, PE ROADWAY SECTIONS APPROVED: PWO OR OICC DATE SIZE ODE IDENT NO
1"=30' HORIZONTAL r'=3' v~RncaE MAR 2 8 sA1 NAVFAC DRAWING NO.
2002 7Jq qR 2 8 2002 SATISFACTORY T0: DATE F 80091 CONTT. CONTR. NO.N62470-02-B-3329
SCALE: NOTED SPEC. 05-02-3329 SHEET 18 OF 23

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SUBMITTED BY: ' DESIGN DIR. C, N SUBMITTED BY: STA 8+00 THRU 16+00 DESIGN DIR. C. H. BAKER, PE ROADWAY SECTIONS
( ~P tREl' ~ APPAOVED: PWO 1 Inch = 30 K 1"=30' HORIZONTAL ~7M 2 ~ 2~OL S0.TI F APPROVED: PWO OR OICC DATE SIZE ODE [DENT NO NAVFAC DRAWING NO.
1'=3~ VERTICAL S ACTORY i0: 4454579 SATISFACTORY T0: DATE 80091 CONST. CONTR. NO.N62470-02-8-3329
SCALE: NOTED SPEC. OS-OZ-3329 SHEET 19 OF 13

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18+OC 20
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GRAPHIC SCALE CNN. ALEx ~ u ~ ~ ~m SUBMITTED CHK. ALEX R. WOOD SUBMITTED BY: STA 16+50 THRU 24+50
DESIGN DIF DESIGN DIR. C. H, BAKER, PE ROADWAY SECTIONS
APPROVED: ( IN FESI') APPROVED: PWO OR OICC DATE SIZE ODE IDENT NO NAVFAC DRAWING N0.
1 inch = ~ tt. MAA 2 S 202 SATISFACT( t"=30' HORIZONTAL 200'1 SATISFACTORY T0: DATE F 80091 CONTT. CONTR. NO.N62470-02-9-3329 SCALE: NOTED SPEC. 05-02-3329 SHEET 20 OF 23
1"=3' VERTICAL

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GRAPHIC SCALE DR. TERRY s ~ n w CHK. ALEX R OR. TERRY L. DICKIE CHK. ALEX R. WOOD INTO FRENCH CREEK
SUBMITTED B SUBMITTED BY: STA 25+00 THRU 27+08.50 DESIGN DIR. C. H. BAKER, PE ROADWAY SECTIONS
IN FEET ~ DESIGN DIR. 1 inch • 30 ft. APPROVED. F APPROVED: PWO OR OICC OATE ;s; E ODE (DENT NO NAVFAC-DRAWING NO.
I"=30' HORIZONTAL 1"=s veRrfcAE MAR 2 8 2002 sATlsvacTOR~ ~002 SATISFACTORY T0: DATE 80091 CONTT. CONT445153 Ll
R. NO.162470-02-B-3329 E: NO TED SPEC. CS-02-3329 SHEET 2 OF 23

PERMANENT SEEDING SCHEDULE FOR E FOR SEEDING REQUIREMENTS
B.. A LOW TENANCE AREAS
MIN. SEED BED PREPARATIONS
4oP~ ~ w_ SEEDING DATE ivr~ * PLANTING RATE _ NTING RATE LIMING - APPLY !_IME ACCORDING TO SOIL TEST RECOMMENDATIONS. IF THE PH (ACIDITY) OF THE SOIL IS NOT KNOWN, AN APPLICATION OF
pPNUO ~ i ~ ~ J° - FED i5 -APR 30 iall FESCUE (NY-3t) 200 LBS/ACRE j,N° ~a ~ l SEP 1 - NOY 30 S LBS/ACRE GROUND AGRICULTURAL LIMESTONE AT THE RATE OF 3 TONS PER ACRE SHALL BE APPLIED. APPLY LIMESTONE UNIFORMLY AND INCORPORATE INTO THE TOP 4 TO 6 INCHES OF TOP SOIL. SOILS WITH A pH OF 6 OR
S. 30~ x _ _ , ~'C ~ OZi ~ UPON GERMINATION, fOLLOW WITH MI% OP. HIGHER NEED NOT BE LIMED. )F:
~ N~MO FILTER FABRIC ` ~'°~n; SER:CEA ~ESPEDEZ.4 35 L&S/kCRE 't. - FERTILIZER - BASE APPLICATION RATES ON SOIL TESTS. WHEN THESE BS/.ACRE ARE NOT POSSIBLE, APPLY A 10-10-10 GRADE FERTILIZER AT 1,000
_ f CJMMON BERMUDA (UNHCLLED) IO LBS/ACRE (e 1 W4MINGTON DAHIA k0 LBS/ACRE BS/ACRE ?OUNDS PER ACRE. BOTH FERTILIZER AND LIME SHOULD BE 9S/ACRE INCORPORATED INTO THE TOP 4 TO 6 INCHES OF SOIL. IF A HYDRAULIC
GERMAN MILLET 10 LBSJACRE BS/ACRE SEEDER IS USED, DO NOT MIX SEED AND FERTILIZER MORE THAN 30 MINUTES BEFORE APPLICATION.
AGGREGATE SIZE ~ 57 „ 'q A SURFACE ROUGHENING - IF RECENT TILLAGE OPERATIONS HAVE RESULTED IN A LOOSE SURFACE, ADDITIONAL ROUGHENING MAY NOT BE REQUIRED
- PERMANENT SEEDING SCHEDULE FOR E FOR EXCEPT 'TO BREAK U LARGE CLODS, RAINFALL CAUSES T SURFACE SEALED OR CRUSTED, LOOSEN T UST PRIOR TO SEEDING BY
GRASS-LINED CHANNELS ,2 DISKING, RAKING. HARROWING, OR OTHER SUITABLE METHODS. GROOVE OR FURROW SLOPES STEEPER, THAN 3:1 ON THE CONTOUR BEFORE SEEDING.
PROVIDE GRAVEL CONSTRUC?ON ENTRANCE/E%H ~ SEEDING NTING RATE
A7 SITES ADJACENT TC PaVED RGADS. 6" MwIMUM~ SEEDING DATE TYP * °LANTING RATE CLASS t OR B EROSION CONTROL STONE - ~ 2,~~ ¢ APP, 1 - JUl 31 CUMMON BERMUDA (UNHULLED) 60 L85/kCRE EVENLY APPLY SEED USING A CYCLONE SEEDER {BROADCAST), DRILL, .BS/ACRE CULTIPACKER SEEDER. OR HYDROSEEDER. BROADCAST SEEDING AND
FILTER FABRIC - - ~ FEB 15 -APR 30 TALI FESCUE (KY-37) 206 IBS/ACRE HYDROSEEDING ARE APPROPRIATE FOR STEEP SLOPES WHERE EQUIPMENT LBS/ACRE CANNOT BE DRIVEN. HAND BROADCASTING IS NOT RECOMMENDED BECAUSE .BS/ACRE OF THE DIFFICULTY IN ACHIEVING A UNIFORM DISTRIBUTION.
~ c°v SEP 1 - NOV 30 WILMINGTON BAHIA 50 LBS/ACRE `y - SMALL GRAINS SHOULD BE PLANTED NOT MORE THAN 1 INCH DEEP. AND
GRASSES AND LEGUMES NO MORE THAN 1/2 INCH. BROADCAST SEED MUST E FOR BE COVERED BY RAKING OR CHAIN DRAGGING, AND THEN LIGHTLY FIRMED
ENT EEDING SCHEDULE FOR E T SECTION A-A PERMAN GRAVEL CONSTRUCTION ENTRANCE XI ARO ND BUILDINGS WITH A ROLLER OR CULTIPACKER NOT EXCEEDING 90 LBS. PER FOOT OF ROLLER WIDTH. HYDROSEED MIXTURES SHOULD INCLUDE A WOOD FIBER
SCALE TEMPORARY CHECK DAM (CELLULOSE) MULCH ADDED AFTER SEED, WATER, AND FERTILIZER HAVE BEEN THOROUGHLY MIXED. WHEN PERMANENT SEEDING IS REQUIRED DURING
NO SCALE SEEDING DATE 1`pE_ ` PLANTING RATE NTING RATE UNLISTED SEEDING DATES, PROVIDE TEMPORARY SEEDING. RESEED DURING OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. DO NOT ALLOW
FEB IS - NOV 30 Ff'~~UE (KY-3t) 65 LBS/ACRE ANNUAL RYEGRASS 26 LBS/ACRE .BS/ACRE TEMPORARY COVER TO GROW OVER 12" IN HEIGHT BEFORE MOWING. ,BS/ACRE MULCHING
CnMMON BERMUDA (UNHULLED) 39 LESJACRE ,BS/ACRE USE AN APPROPRIATE MULCH TO ENSURE ESTABLISHMENT OF VEGETATION.
IF THE AREA TO BE MULCHED IS SUBJECT TO CONCENTRATED WATERFLOW, AS IN CHANNELS, ANCHOR MULCH WITH EROSION CONTROL NETTING,
8' MAX. WHEN WOVEN WIRE FENCE IS USED AS BAGKWC FDA STANDARD STRENGTH FILTER FABRIC 'D' TEMPORARY SEEDING SCHEDULE 8' MAX. WHEN WOVEN WIRE IS NOT USED AS BACKING T GEOTEXTILE MESH FABRIC, OR BLANKET. IF ASPHALT EMULSION IS ULE USED. DO NOT APPLY TO ANY STRUCTURES, PAVEMENTS, UTILITIES, OR PLANTINGS. USE EROSION CONTROL NETTING IN SWALES. DIVERSION
AND EXTRA STRENGTH FILTER FABRIC IS USED. FABRIC ANCHORAGE TRENCH PROVIDE SEEDING BACKFILL wlrH TAMPED S_FEDINC DATE TYP ' PLANTING RATE DITCHES AND ON SLOPES 3:1 OR GREATER. ,NTING RATE MAINTENANCE
NATURAL SOIL I LBS/ACRE RESEED AND MULCH AREAS WHERE SEEDLING EMERGENCE IS POOR, OR WHERE
VIOVEN WIRE ~ ~ DEC 1 -APR 15 RYE (GRAIN) 150 LBS/ACR£ I TOP STRAND qt0 CAGE POST ~I t~ KOBE LESPEDEZA 50 LBS/ACRE _BS/ACRE EROSION OCCURS. DO NOT MOW UNTIL STAND IS 12" TALL.
- - WIRE MESH jY. , ~ _ ~ ~ ~ ~ ~~Ai~ APR 15 -AUG 15 GERMAN MILLET 501BS/ACRE REMFORCEMENT ~ ~ ~ mx T \ ~~~~~~~~~V~~~~~~~~~~~~ AUG 15 -DEC 3D RYE (GRAIN) 15D LBS/ACRE _85/ACRE SURFACE ROUGHENING FOR CUT FILLS AND GRADED SLOPES
~ QF USED) i/~ ~ ~ ~ ,~j r FILTER FABRIC ~ ~i~~~~~~~~A~~~~~~~~~~~~ LBS/ACRE MAKE MOWED SLOPES NO STEEPER THAN 4:1 UNLESS INDICATED.
~ ~ ~ ~J/~~~~% PROVIDE E%CELSIOR MAT • OTHER SEEDING RATE CDMBMATIONS MUST BE APPRD`?ED BY THE ROUGHEN THESE AREAS TO SHALLOW GROOVES BY NORMAL TILLING, HARROWING, OR USE OF CULTIPACKER-SEEDER.
Z , ~ 'i ~ 8 MIN. CONTRACIINC OFFICER. i~ f i ii ~ BOTTOM STRAND ~t10 GAGE ) MAKE GROOVES CLOSE TOGETHER (LESS THAN 10 INCHES) AND NOT LESS THAN 1 INCH DEEP.
i ',n ~ , NATURAL i ~4,~~ LINE WIRES p72 GAGE GROUND lWE 4J GRASS LINED SRALE ROUGHENING WITH TRACKED MACHINERY
NOT TO SCALE LIMIT ROUGHENING WITH TRACKED MACHINERY TO SANDY SOILS TO AVOID
VA SECTION UNDUE COMPACTION OF THE SOIL SURFACE. OPERATE TRACKED MACHINERY UP AND DOWN THE SLOPE TO LEAVE
HORIZONTAL DEPRESSIONS IN THE SOIL. DO NOT BACK-BLADE DURING THE FINAL GRADING OPERATION.
TEMPORARY SILT FENCE NO SCALE
i CONTRACTOR SHALL ANCHOR
~ EDGE dF FILTER FABRIC PER a MANUFACTURER'S RECOMMENDATIONS
w (BOTH SIDES) p m
~~~1 w ~ y. p.r,.. r, i~ I ~iw;%~i~~Y',
i~.~~
WEIR LENGTH 6" OVERFILL ~yp~/~y~„/1'0 ~ w~y~Yp, NC DO7 CLASS "B" DESIGN SETTLED TOP ~Q1 6" I MERGENCY EROSION CONTROL STONE
BYPASS 8" DIA, 24" THiCN To ~ ToP oP dgtQ:voR 46
1'-6" (TYP) 2:1 MAB. ~ E+KN STOP 4'F r 1 TYP ~ ~i ( ) ~ AMOCO 2000 FILTER FABRIC
~ ~ 1 `{°`P COMPACTED FILL (T,I•, N 4.
~-NATURAL GROUND - D DITC SECTION RIP RAP LINE
FILTER FAARIC LINER 3' MM. 1:1 MAX. (TYP) NOT TO SCALE 5' CHANNEL
N T
• UNLESS OTHERWISE NOTED ON FOR SPECIFICATIONS, REFER TO GRADING & DRAINAGE PLANS STON CTION SECTION 6.60 OF THE NORTH CANDLINA OR SECTIONS EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL.
PRDNDE CENTIPEDE SOD
DIRECTION OF FLOW C,@ HANNEL, 9' DIR. RIPRAP
V ~ K i.
x ~ \ ~ -
• ~ ~ i ~ , _ ~ 12" MIN. A ~i~~~ ~ EXISTING GRAVEL ROADWAY
SEDIMENT STORAGE =FILTER FABRIC NAIURAL GROUND _
PROVIDE 7800 CU FT/ACRE CHANNEL BOTTOM OF DRAINAGE AREA CROSS SECTION --n~ ERISTING SUBGRADE i
WEIR LENGTH TABLE
~`~N a~~t cA,po ~y DRAINAGE AREA WE A _ENGTH SODDING DETAIL ,~~~~,u,, M`~N iCAR~~iiy ~Ei sno~uemP4gvYi~~.o ~ F~'a 7
------4 OVER EXISTING GRAVEL ROADWAY ~ ~ - -.---"---------3 ~ 5€-At- c~ u ~7~p.~.~y7. .t~ rpp_,~.g. __i_ 'i _ _______.._--"--1 LIM~R~1 -J1~1/11r1P+N 1 1l~HC 3 _ .-.._=8-°_ NOT TO SCALE ~ 18589 a 18589 = DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
3 NO SCALE 9 ~~q(engaw~~~a~ S ~ s a MARINE CORPS BASE (9gi1.01CI NEm~Qoaa
~MUmiy'~,,~ DES. air/ CAMP LEJEUNE. NORTH CAROLINA rmn DES. ALEX R. WOOD
DR. RIVER ROAD EXTENSION DR. TERRY L, DOME INTO FRENCH CREEK
CHK.~ SUBMI CHK. ALEX R. . WOOD OD SUBMITTED BY:
DESIGI DESIGN DIR. C. H. BAKER, PE EROSION CONTROL DETAILS
APPRC APPROVED: PWO OR OICC DATE SIZE ODE [DENT NO NAVFAC DRAWING NO. 4454582
MAR 2 8 2002 snnsl 2 8 2002 SATISFACTORY TO: DATE F 80091 CONTT. CONTR. NO.N62470-02-B-3329 SCALE: NOTED SPEC. 05-02-3329 SHEET 22 OF 23

2" I-2 ASPHALT BREAK OFF GROOVE OR BELL END
!-EXISTINf, CURB & GUTTER I '---~0 AEC' COMPACTED ~ NE`N CONCRETE GUTTER i I
3ASE COURSE ;j
SLOPE 1"/FT. ,/S"RAD --SUBGRA.DE i R
PIPE BARREL
TYPICAL ROADWAY /z•~~ JDINT FILLER PAN ROUNDED ENTRANCE
PAVEMENT SECTION - (UPSTREAM HEADWALLS ONLY)
NOT TO SCALE CUTTER SECTION TRAVERSE EXPANSION JOINT SLOPE SWALE BEHIND HEADWALL ' ~4": i' - ND DOWNSTREAM HEADWALL AS SHOWN- PROVIDE ROUNDED ENTRANCE FOR
3 8"Xi" DEEP L UPSTREAM HEADWALL (SEE DETAIL)
GROOVED OR SAWN EXI ;nNG JOINT TO BE FILLED A
CUNH & GUTTER W/JOINT SEALER r-~- - ~l o o
2" I-2 ASPHALT i. CUTTER TO BE CONTRUCTEO IN 10' LENGTHS. i ' - ~ zv = z
4" ABC COMPACTED _ - ~ ~ ~ 2. t/2" EXPANSION JOINTS SHALL BE PROVIDED AT 3ASE GOURSE - - NE1tl INTERVALS NOT TO EXCEED SC', AT ENDS AND AT ANY POINT ~ ~ ~ 0 Z) C-4 co °
~ GUTTER SUBCRADE I EXISTING WHERE NEW GUTTER ABUTTS ANY OTHER RIGID O(3JECT. NEW ~ ' PA4EMENT ~ _ PAVEMENT 3. ALL CONSTRUCTION JOINTS SHALL BE FIlLE6 WITH JOINT _ [if 00
" fICLER AND SEALER. 1'-~" oc !
PLAN BUTT JOINT
N li NA PAIN TT J INT I TYPICAL RUNNING TRAIL LD G uDl L L eau o 5 EA y4 PRCNr 5 EA #4 FRONT
PAVEMENT SECTION EncE oNLY ELEVATION FACE C ON NLY ~---3j ! SECTION
NoT To SCALE ALL SLOPES ALL SLOPES _ S=1 1/211S=2:1 5=3:1
CONCRETE GUTTER DETAIL o H n s c H A B C R L L L
8 1 -8 8'" i -4 b NOT TO SCALE t0' 1-10 8 1 -0 0 V-8" 8" V-0" 0- S-6" 4'-2" 5'-6" i-10 8 t-0 0- -T-77-70 6-6
17 2 -0 10 1 -4 4' 15' 2 -3 10 1 -4 4" 2 -0 10 1'- 44' - 4 -6 5 -6 7 -6 2 -3 10 V-4" 4" 2 1/4 5'-3" 6'-6" 9'-0"
18 2 -6 10 1 -7 6 21'" 2 -9 1 -0 1 -8 6' 2-6 10 1 -7 6 2 3 4 6-0 7-6 10-6 2 -9 l'-O" l'-8" 6' 3 1 $ -6- 9 8 -6 -2- 0
4 3 -0 1 -0 1 -9 6 2T 3 -3 1 -2 2 -0' 8" 3 -0 1 -0 1 -9 6 3 5 8 7 -6 9 -6 13-6 3 -3 1 -2 2 -0' 8" 4 8 -3 10'-6" 15-0
T, D, 30 3 -6 1 -3 2 -1 8' 36" 4 -0 1 -6 2 -4 t " ~'-a" r-s' a'-o' i'-s" 42 4 -6 1 -6 2 -7 12 3 -6 7 -3 2 -1 8' 4 t 2 9 -0 11 -6 16 -6 a -0 t -6 2 -4 1 " 5 ? 2 10 -6 13 -6 19 -6
I 8. ~y' 6. 5. 4 -6 1 -6 7:7 12 6 3 8 ILL 15'-6" 21-6
I BUNKING :DER I RO?-0WAY ,HMIDE, ~ ~ ~N~ 12 CONCRETE HEADWALL HEADWALL - 8" THRU 42" PIPE
~ ~ I NOT TO NOT TO SCALE
I ~ i - I I ~ - ~ ~ j~ 1 ; ~;I ~8~ DRIVE S/8" DIA. REBAR ,
' I ~:r..r., i a II 24" INTO GROUND , ~ r . i"i~
HUB END ON
OUTLET END SECTIONS, SPIGOT END ON C B
CONCRETE WHEEL STOP TYPICAL ROADWAY CROSS SECTION INLET ENO sECnoNS ~ SCALE: 3/4"=1'-C" SCALE 1" - 10' A A A
w w Q
A
BAR OR STEEL FABRIC
REINFORCING D E
PLEN 6,_ 0.. SECTION A-A FRONT ELEVATION
EDGE OF PP.VEMENT END SECTION 7~ ~ ~ ~ .A Y>.', DIA, A B END SECTION DIMENSIONS A B C D E
SOLID WHITE LINE 2" ~ ~ ~ ;r k~ 24" WHITE 12 4 ?-O~ z~ „ 75' 6" 2-3" _ - } f"Y, CROSSWALK LINE - - 4" 2'-0" 4'-0 7/8" 6'-0 7/8" 2'-0"
y ti 18" 9 2 3" 9" 1 /2" 4.-_0.--- - - -
EDGE LINE 300'--_ "'-6'-- 36" _ 1'-S" 5_3" ^ 4'-66" " l' -7 3/4" 6'-1 _3/ /4" 5'_p" ---~_y„ - 5._3. 2'-_10 3/-8'-1 3/4" -67- -
24" GAP 42" 1'-10"- - 5' 3"~ 48" ?'-i" 6'-0" 5'- 3 2'-1l" 6'-0" 2'-2" 81-2" 7'-0"
SOLID YELLOW LINE _ 5" 8'-2 1 /4" 7'-6 - " ----8- 8'-3" 8'0"
L_,~ 1~_ i`,.. ~ 24" WHITE
. ~ ~ . 3". ~ ~ SI ~'~tTr A CROSSWALK LINE d~„_~c.~ i;; REINFORCED CONCRETE D CONCRETE FLARED END SECTION
DOUBLE CENTER LINE ~ ~ 12"-60" COP 12"-60" CONCRETE PIPE
NDT ro SOL10 WHITE LINE NOT TO SCALE
- »,J :`fir ~ <dg .4x1
. ">fi... w.. ,3..,. ,.ri ..,',Ix~..~y, , s 5 -_i~fi~SyXU.7 x. _0~. :f
1 ,i ~ 7,x, - rl r~ .PV
STOP BAR HI-VISIBILITY CROSSWALK
YELLOW SKIP CENTER LINES "PASSING" SIDE
40'-0" YELLOW CENTER LINE quo
--90'-0" 30'~G" "NO-PASSING" SIDE K~ C~i , ap ( s _ _~4 3C~~~1 ~~*fa
r_. t - _ - - - ~ ,s ~ DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
R . . _ j-,- . _ _ _ - - - - T 41- 3„~` - - ~~~~"ac,~ o ~ MARINE CORPS BASE
PASSING ZONE SINGLE DIRECTION 'm~~„x,R ; DES. ALEX R. WOOD CAMP LEJEUNEI NORTH CAROLINA S. ALEX R. WOOD RIVER ROAD EXTENSION
DR. TERRY 1. DICKIE TERRY DICKIE
PAVEMENT MARKINGS (LINE TYPES) GHK. ALEX R WDGD SUBMITTED BY; K. ALEX R. . WOOD INTO FRENCH CREEK EMITTED BY:
N.T.S. DESIGN DIR. C. H. BAKER, SIGN DIR. C. H. BAKER, PE CIVIL/SITE DETAILS
APPROYED: PWO OR OICC PROVED: PWO OR OICC DATE SIZE ODE (DENT NO NAVFAC DRAWING N0. 4454583
MAR 2 B ZOO2 SATISFACTOflY T0: TISFACTORY TO: DATE F 80091 C . CONTR. NO.N62470-02-B-3329
SCALE: NOTED SPEC. 05-02-3329 SHEET 23 OF 23