20020570 Ver 1_401 Application_20020415

Ia vcrR —i anm � 1 Q APR 1 0 Nut
x
WETLANDS G'C)UP
W�TE� U�LITY SEGTfON s
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
�' E NN,
SEAL
18589
���nuRnm►""� zap
cJ
Apn110 2002
public works department marine corps base camp lejeune c 28542 -0004 910-4513238 x252 fax [phone]

RIVERR -1 SAM
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
Apnl 10 2002
APPENDIX V - PRECONSTRUCTION NOTIFICATION USACE AND NC DWQ
APPENDIX VI - SITE PHOTOGRAPHS AND AERIAL PHOTOGRAPHS
APPENDIX VII - 81/2' X 11" CONSTRUCTION DRAWINGS
APPENDIX VIII - CALCULATIONS
public works department marine orp base c mp lejeune nc 28542 0004 910-4513238 x252 fax [phone]

RNERR 1 SAM
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)
WOODAR @LEJEUNE USMC MIL
Apnl 10 2002
publ c works department manna corps base camp lejaune nc 28542 -0004 910-4513238 x252 fax [phone]

RIVERR -1 SAM
NARRATIVE
PURPOSE OF THIS REPORT
Apnl 10 2002
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 sod 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 Ieloune nc 28502 -0004 910-4513238 x252 fax [phone]

RIVERR -1 SAM
Apnl 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 adjacent
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 manne corps b se camp lejeune nc 28542 -0004 910-4513238 x252 fax [phone]

RIVERR -1 SAM
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
Apnl 10 2002
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 sdva 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 manna corps base camp leleune nc 28542 -0004 910451 -3238 x252 fax [phone]

RIVERR -1 SAM
GENERAL EROSION CONTROL MEASURES
GENERAL REQUIREMENTS
April 10 2002
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
pubbc works department m nne corps base camp lejeune c 28542 -0004 910.451 3238x252 lax 910-4512927

RIVERR -1 SAM
Apn110 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 its 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 sod 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%
15
public works department marine corps base camp lejeune nc 28542 -0004 910-4513238 x252 fax [phone]

RIVERR 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 lee no nc 28542 -0004 910-4513238 x252 tax 910-4512927

RIVERR -1 SAM
APPENDIX I - SITE MAP
Apn110 2002
public works department marine corps base camp lejeune nc 28542 -0004 910-4513238 x252 fax [phone]

Microsoft TerraServer Print Page
Page 1 of 1
USGS Topo Map
6 km E of Camp Lejeune Marine Corps Base, North Carolina, United States 01 Jul 1970
7�-
r
�y
t,
0' '4Km 0' '2Mi
Image courtesy of the US Geological Survey
ie I

FARMELL "/ t yip = M zki / t _'�^"!' NORTH CAROLINA DEPARTMENT OF
ttA} ENVIRONMENT AND NATURAL RESOURCES
/,.'' [ W,''as .� \\ ,.r'�' '➢� k /�\ ELIZABETH KOUNTIS
+'+ ENVIRONMENTAL SPECIALIST III
® A
Cl CLASSIFICATIONS IN STANDARDS UNIT
DIVISION OF WATER OUAL}TY NCDENR
r N'r 9 LOC ON 512 NORT SA S UR S ET
f + M 1617 M S C CE R R LEG NC 27699 -1617
Cl ' t CAN µ P o 819 733 5083 El tabs h K U ® m 11
1 l r 3 t
CLED ER
KO
pl-
tu
1 w
tpo
"'wan �4- oK- ✓ y
4
\wtaR t1^,,
pw
o4 c3A
4.
x
�Tr' > al t -y 1 ✓� \ rf
1ts�i`TaF kt (F'SFaS rho
�?La�1N s.� 0cY''7 49 ., ��tJ�c�
C� 9d r� IIt ily� / rL
�
r- Eli C f f f ao d
/
-
-
Ali
M, PoKn, war n a �`�'r 1✓
TRt�
4MIn
TRAPS
BAY
�) l � ° ``•1 ``� ��' \�+ � � ca `` - � vim„ �

RIVERR -1 SAM
APPENDIX II - SOIL SURVEY EXCERPTS
Apnl l0 2002
pubbc works department marine corps base camp leleune nc 28542 -0004 910-4513238 x252 fax [phone]

�I
SOIL SURVEY
OF ONSLOW COUNTY NORTH CAROLINA — SHEET NU
Ur Ur
BaB
T'a BaB 7
.
41011
MII Y ..
MB �
w� a
BaB
!!!
we
KUB
,R 4
MaC
~-ra N"S'
x
+a Sf
BOB
l ` x i 1° B8B
Mae F
BaB
ti
x ,7h4 w Ky 7^
d y➢�i 00
a
h "`4r' w
�. a
MaC _
qi
Elms
R
Mai'
mG ten}
t Ud�
Mac kh`
s
if
�••
w
MaG
4
A
Bins
' c �i BaB
Dh �
�
I M � h'C� °sS ('T� �
� Mac
BaB s MQ '� _ �'
b� #Ak t
BaB
_
0
s
Ln -4UB
t N1aC
BaB
0
BmB Ln
Mk f
Mu R C
4ry
Mk Mk
_
�G BaB
La
aC
Ln
y _
n
t ti
tFfiptfLg . Mk
1
Mk
BaB
}
KuB'
MaC Ln
a
Ys
s
Nob
� Mk
0 0 0
�
+ s
1 0
1
Noa
MaC
y Nb8 +
a
MaC `ate E
\
f
BaB Ku6
rr n"
#
BaB Pt

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 OOOX
344 OOOY)
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 '/9 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 '/s to 1/4 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
10YR 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 OOOX
328 OOOY)
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

Onslow County North Carolina
4 and chroma of 1 or 2 The Bt horizon has hue of
1 OYR 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
1 OYR 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 1 OYR 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 OOOX 419 OOOY)
Ap-0 to 4 inches brown (1 OYR 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 (1 OYR 6/6) sandy
loam common medium distinct pale brown (10YR
6/3) and few fine distinct light yellowish brown
(1 OYR 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 (1 OYR 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 1 OYR value of 3 to
5 and chroma of 3 or 4 The Bt horizon has hue of
1 OYR 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 1 OYR 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 OOOX
7 716 OOOY)
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 (1 OYR 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 1 OYR 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 1 OYR 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 sods
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 OOOX 420 OOOY)
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 OOOX 271 OOOY)
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 OOOX 296 OOOY)
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 IFrag- I Percentage passing I I
Soil name and IDepthl USDA texture I I Iments I sieve number -- ILiquid I Plas-
map symbol I I I Unified I AASHTO I> 3 1 1 1 1 1 limit I ticity
I I I I linchesl 4 1 10 1 40 1 200 1 1 index
I in I I I
I I I I
AnB -------------- 1 0- 131Fine sand -------- ISP-SM SM IA -3
Alpin I I I I A -2-
113- 481Fine sand sand ISP -SM IA -3
I I I I A -2-
148- 801Fine sand sand ISP -SM SM IA -2 -4
I I I I
AuB -------------- 1 0- 241Loamy fine sand ISP -SM SM IA -2
Autryville 124- 381Sandy loam sandylSM IA -2
I I clay loam fine I I
I I sandy loam I I
138- 531Sand loamy sand ISP -SM SM IA -2
I 1 loamy fine sand I I
153- 991Sandy loam sandylSM SC IA -2
I I clay loam fine I SM -SC I
I I sandy loam I I
I I I I
BaB -------------- I 0- 301Fine sand- - - - - -- -ISM SP -SM IA -2
Baymeade 130- 561Fine sandy loam ISC SM IA -2
I I sandy clay loam I SM -SC I
I I sandy loam I I
156- 801Loamy fine sand ISM SP -SM IA -2
I I sand loamy I I
I I sand I I
I I I I
BmB* I I I I
Baymeade -------- I 0- 301Fine sand- - - - - -- -ISM SP -SM IA -2
130- 561Fine sandy loam ISC SM IA -2
I I sandy clay loam I SM -SC I
I I sandy loam i I
156- 801Loamy fine sand ISM SP -SM IA -2
I I sand loamy I I
I I sand I I
I I I I
Urban land I I 1 I
I I I I
Bo---------- - - - - -1 0 -8 (Silty clay loam ICH MH IA -7
Bohicket 18- 381Silty clay clay ICH MH IA -7
I I sandy clay I I
138- 601Variable --------- I - -- I - --
I I I I
Ca---------- - - - - -1 0- 651Fine sand -------- ISP SP -SM IA -3
Carteret I I I I
1 I I I
Co---------- - - - - -1 0- 721Fine sand -------- ISw SP -SM IA -2
Corolla I I I SP I
I I I I
CrB CrC --------- 1 0 -8 (Fine sandy loam IML CL -ML IA -4
Craven I I I SM SM SCI
18- 481C1ay silty clay ICH IA -7
I I silty clay loam I I
148- 801Sandy clay loam ISM SM -SC IA -2
I I sandy loam I SC I A -6
I I loamy sand I I
I I I I
See footnote at end of table
A -3
A -3
A -4
A -3
A -4
A -3
A -3
A -4
A -3
A -3
A -4
Pct
I
I I I I
0
I
195 - 100190-
I I I I
100160 -1001 5 -20 1
0
1
195- 100190
1
1 1 1 1
- 100160 -1001 5 -20 1
1
0
195- 100190
1 1 1
- 100160 - 100111 -20 1
0
I
1 100
I I I I
1 100 150 -1001 5 -20 1
0
1 100
I
1 100 150 - 100115 -30 1
I I I I
0
I
1 100
I I I I
1 100 150 -1001 5 -20 1
0
1
1 100
1
1 1 1 1
1 100 160 - 100120 -49 1
1 1 1 1
0
1
1
1 100
1 1 1 1
1 1 1 1
1 100 151 -1001 5 -20 1
0
1 100
1
1 100 160- 100123 -49 1
1 1 1 1
0
1
1 100
1
1
1 1 1 1
1 100 151 -1001 5 -30 1
1 1 1 1
1 1 1 1
0
1
1
1 100
1 1 1 1
1 1 1 1
1 100 151 -1001 5 -20 1
0
1 100
I
1 100 160 -90 130 -49 1
I I I I
0
I
1 100
I
I
I I I I
1 100 151 -75 1 5 -30 1
I I I I
I I I I
0
I
I
I
1 100
I I I I
I 1 I I
I I I I
199 - 100190- 100180 -1001
0
1 100
I
199 - 100180- 100170 -95 1
I I 1 I
0 -3
I
195- 100190
I
I I I I
- 100160 -90 1 4 -10 1
I i I I
0
I
180- 100175
I
I I I I
- 100160 -95 1 1 -12 1
I I I I
0
I
1 100
1
I I I I
1 100 175 - 100145 -90 1
0
1 100
1
1 1 1 1
1 100 190 - 100165 -98 1
1
0
1 100
I
I
I
1 1 1
195- 100150 - 100115 -49 1
I I I I
I I I I
I I I I
Pct
I
-- I NP
I
- -- I NP
I
--- I NP
I
- -- I NP
<25 1 NP -3
I
I
--- I NP
I
<30 1 NP -10
I
I
I
--- I NP
<25 1 NP-10
I
I
-- I NP
I
I
I
I
-- I NP
<25 1 NP -10
I
I
-- I NP
I
I
I
I
I
60 -1001 15 -60
50 -1001 16 -60
I
I
- -- I NP
I
I
- -- I NP
I
I
<35 1 NP -7
I
51 -70 1 24 -43
1
<35 1 NP -15
I
I
I

130
Soil name and
map symbol
TABLE 14 -- ENGINEERING INDEX PROPERTIES -- Continued
I I
IDepthl USDA texture
I I
I I
Classificat
n IFrag-
I I Iments
I Unified I AASHTO I > 3
1 1 (inches
I In I I I I Pct
I I i I I
Ln --------------- 1 0- 171Fine sand -------- ISP SP -SM IA -3 1 0
Leon I I I I A -2 -4 I
117- 511Sand fine sand ISM SP -SM IA 3 1 0
1 1 loamy sand I SP I A -2 -4 I
151- 951Sand fine sand ISP SP -SM 1A -3 1 0
I I I 1 A -2 -4 I
I I I I I
Ly --------------- 1 0- 131Fine sandy loam ISM ML IA -2 A -4 1 0
Lynchburg I I I SM -SC I 1
I I I CL -ML I I
113- 801Sandy clay loam ISM -SC SC IA -2 A -4 1 0
1 I sandy loam clays CL CL -MLI A -6 I
I I loam I I I
I I I I I
MaC -------------- 1 0- 121Loamy fine sand ISM IA -2 1 0
Marvyn 112- 521Sandy clay loam IML SM IA -4 A -2 1 0
1 1 sandy loam I SC CL I A -6 A -71
152- 75ILoamy sand sandylSM ML IA -1 A -2 1 0
I I loam sandy clay) SC CL I A -4
I I loam I I
I I I I
Md --------------- 1 0- 281Mucky loam ------- IOL IA -4
Masontown 128- 651Loamy sand sand ISM SP -SM IA -2 A -3
I I sandy loam I I A -5
I I I I
Mk---- -------- - --I 0- 401Loam ------------- IML SC SMIA -2 A -4
Muckalee I I I SM -SC I
140- 75ISandy loam loamylSM IA -2 A -4
I I sand I I
I I I I
Mu-------------- -1 0 -5 (Fine sand -------- ISP -SM SM IA -2 A -3
Murville 15- 551Fine sand sand ISM SP -SM IA -2 A -3
I I loamy fine sand I I
155- 751Variable --------- I - -- I ---
I I I I
NeE NfC --------- I 0- 80IFine sand -------- ISP SP -SM IA -3
Newhan I I I I
I I I I
NnE* I I I I
Newhan ---------- I 0- 801Fine sand -------- ISP SP -SM IA -3
I I I I
Corolla---- - - - - -1 0- 721Fine sand -------- ISW SP -SM IA -2 A -3
I I I SP I
I I I I
Urban land I I I I
I I I I
NoA NoB --------- I 0- 10ILoamy fine sand ISM IA -2
Norfolk 110- 471Sandy loam sandylSC SM -SC IA -2 A -4
I I clay loam clay I CL CL -MLI A -6
I I loam I I
147- 80ISandy clay loam ISC SM -SC IA -4 A -6
I I clay loam sandYl CL CL -MLI A -7 -6
I I clay I I
I I I I
On- --------- - - - - -I 0- 101Loamy fine sand ISM SP -SM IA -2 A -3
Onslow I I I I A -4
110- 681Sandy clay loam ISM CL IA -2 A -4
I I sandy loam clay) SC ML I A 6
1 1 loam I I
168- 801Variable --------- I - -- I - --
I I I I
See footnote at end of table
0
0
0
0
0
0
0
0
0
0
0
0
0
0
I Percentage passing
I sieve number --
(
1 4 1 10 1 40 1 200
I I I I
I I I I
1 100 1 100 180 -1001 2 -12
1 1 1 1
1 100 1 100 180 -1001 3 -20
1 1 1 1
1 100 1 100 180 -1001 2 -12
I I I I
I I I I
192- 100190 - 100175 - 100125 -55
I I I I
I I I I
192- 100190 - 100170- 100125 -67
I I I I
I I I I
I I I I
195- 100190 - 100150- 100113 -30
195 - 100190- 100160 -95 130 -55
1 1 1 1
195- 100190 - 100145 -95 120 -55
1 1 1 1
1 1 1 1
1 1 1 1
1 100 195- 100190- 100160 -75
1 100 195 - 100150 -75 1 5 -40-
1 1 1 1
1 1 1 1
195- 100190 - 100150 -95 130 -60
1 1 1 1
195- 100180- 100160 -90 120 -40
1 1 1 1
1 1 1 1
1 100 1 100 185 -1001 5 -30
1 100 1 100 185 -1001 5 -20
I I I I
I I I I
195 - 100195 - 100160 -75 1 0 -5
1 1 1 1
1 1 1 1
1 1 1 1
195- 100195 - 100160 -75 1 0 -5
1 1 1 1
180- 100175 - 100160 -95 1 1 -12
I I I I I
I I I I I
I I I I I
I I I I I
195- 100192-100150 -95 113 -30 1
195 - 100191- 100170 -96 130 -63 1
1 1 1 1 1
1 1 1 1 1
1 100 198- 100165 -98 136 -72 1
1 1 1 1
1 1 1 1 I
1 1 1 1 I
1 100 195- 100160 -1001 5 -38 1
1 1 1 1 1
1 100 195 - 100160- 100130 -55 1
I I I i I
I I I I I
I I I I I
T.
Sod Survey
I I
ILiquid I Plas-
I limit I ticity
I I index
Pct I
I
--- I NP
I
-- I NP
I
--- I NP
I
I
<30 1 NP -7
16 -40 1 4 -18
I
I
I
- -- I NP
24 -45 1 3 -30
1
<40 1 NP -10
--- I NP
- -- I NP
I
I
<30 1 NP -10
1
<20 1 NP -4
--- I NP
-- I NP
I
I
-- I NP
I
I
I
- -- I NP
-- 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
APPENDIX III - STORMWATER APPLICATION FORMS
Apn110 2002
publ c works department manna corps base amp fejeune nc 28542 -0004 910 -451 3238 x252 fax [phone]

OFFICE USE ONLY IV t
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 ongmal
I GENERAL INFORMATION
1 Applicants name (specify the name of the corporation individual etc who owns the project)
MA, 4t n► C
2 Print Owner /Signing Official s name and title (person legally responsible for facility and compliance)
5 re e" e, S Lejn�1 t-A,-,l C, D 2 `! S rV P J R,., ►c, w,o"s r)-rt� c. -(l_.
3 Mailing Address for person listed in item 2 above
?SC- &-D Y_ Zc>oo
City C-A­\J '.-ZJEu N State N�IC. Zip Z8 S 4 Z - oo o�
Telephone Number ( gt t 4 ) z+.<1 - 3 Z 3 rb X ?-,5 Z
4 Project Name (subdivision facility or establishment name should be consistent with project name on plans
specifications letters operation and maintenance agreements etc)
21 y EC %Z!K Tt- v S ► o .%1 i rrr To — nt.cE} C4CUX,
5 Location of Project (street address)
i,4 C(L-
City � L.E T-0i c N L County dN S L.CX^J
6 Directions to project (from nearest major intersection)
TftOrti I+�ST Y(.�S`GZ��P: or- VbU 'r3L_V0 r yz Je(L (?-OA-0 a;oCct-t
So E�TT io YvI k DES TM -lair 1'ks:3�z -T (AFC -ArJ N IO G
7 Latitude 3 `r , (o W b 8 Longitude - "7-7 3 3 TAO of ro ect
P J
8 Contact person who can answer questions about the project
Name ALA e WaoD P E Telephone Number ( c1 o ) 1 - 3 Z3 6 x Z,�-
L
II PERMIT INFORMATION �(
1 Specify whether project is (check one) New Renewal Modification
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 1 fir and its issue date (if known)
Specify the type of project (check one)
Low Density High Density Redevelop General Permit Other
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
&:) I YS ► T -Cftt-"�. / T lm o c f -
�A'� % T,5 yS vF U u) I rzttt'S
2 Stormwater runoff from this project drains to the w H'1 T>" o River basin
3 Total Project Area 14 t c 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 information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
c o G O•C —L�.S G2�
Receiving Stream Class
S L
Drainage Area
Existing Impervious Area
Proposed Impervious Area
3 Z '7�
% Impervious Area (total)
Z 3 7.
Impervious* Surface Area
Drainage Area 1
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 2,-7 A-cA rS
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 JA-
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
N I 'i (V\ Ai4 r-rc � g4 Xs,r tv -�
I 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 back 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 Perrruts 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 Agk {
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 A4L 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
VIII APPLICANT S CERTIFICATION
I (pent or type name ofperson listed in General Information item 2) 5 TeU(FN i2 S c_1t-.► L AA
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 2H 1000 _ /%
Signature
Form SWU 101 Version 3 99 Page 4 of 4
Date /0 41Y ©Z

Pernut No
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form may be photocopied for use as an ongmal
A low density project is one that meets the appropriate cntena 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
PROJECT INFORMATION
Protect Name �Lweat- flan o irf r- F&Pygc tt- c&zu=V-
Contact Person C- W ,30r� i V t5' Phone Number ( 9t o ) 445 i - '3 6 x Z5 Z
Number of Lots
Allowable Built Upon Area Per Lot* 3 z'7 ASS
*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
H BUILT UPON AREA
See the Stormwater Management Permit Application for specific language that must be recorded in the deed
restrictions for all subdivisions
N �/� �mrMc� c..oRr9S � -ESA -� for.►
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

Calculation
(SA x DF)RA OA = BUA
No Lots Lot
1 01 At (� (t o adz i ! m A roW t o') S /M l'k 3 2 -7 /`f �•iLt'S
3JN - 3 7-7 - 23��
L+
Z3% Z- zsj C) IC-
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
.� 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
c Built upon area calculations are provided for the overall project and all lots
t N,/ 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
APPENDIX IV - FINANCIAL RESPONSIBILITY FORM
Apnl l0 2002
publ c works department marine orps base camp lejeune nc 28542 -0004 910-4513238 x252 fax [phone]

FINANCIAL RESPONSYBILITY /OWNERSHIP FORM
SEDDIENTATION 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
Protect Name e j ,)FYL C!M CrceLy_
2 Location of land- daturbmg activity County
City or Township C /M.P !t zyu rJ iE , and Highway /Street ti
3 Approximate date land disturbing activity will be commenced _ +` (oo UA S — Z�i j E-
4 Purpose of development (residential commercial industrial etc ) _ vN' t c- k-rAA(
5 Total acreage disturbed or uncovered (including off site borrow and waste areas)
S
6 Amount of fee enclosed $
7 Has an erosion and sedimentation control plan been filed? Yes >�f No taws -L. q Sdo
Enclosed
8 Person to contact should sediment control issues anse during land- disturbmg activity
Name A [etc (L. S�,J PF Telephone 9 , Q 4-r, 372 3e )c ZaSL
9 Landowner(s) of Record (Use blank page to list additional owners)
CG M11AA1415- CQ"-s dprst�:
Name(S) PQ9jLL` %.JO/L(cS oFFCNR --
0 S C 6c.,-x Zoc,c�
Current Mailing Address Current Street Address
C P LFlrey rfF n2 Z le S q- 2 -000 4
City State Zip City State Zip
10 Recorded in Deed Book No N /A- Page No
Part B
Persons) or finn(s) who are financially responsible for tins land disturbing activity (Use a blank
page to list additional persons or firms)
s1g.V/ 2 s c4WL.4W CO2 c 5r✓
Name of Person(s) or Firm(s)
PSc 13:�x Zcx,-,z� 9(-
Current Mailing Address
City State Zip
4f ,o �s/ - 3z31a
Telephone
Current Street Address
City State Zip
Telephone

(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
Telephone
State Zip
(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
1\1 lA
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 mstn ments for the financially responsible person) I
agree to provide corrected information should there be any change in the information provided
herein
$? 6V611 R SCANG A A/ wales qfr *eor
Type or print name / Title or Authority
Sn Date
/O A t"I 02
,
I _
Allee 1 -k44 a Notary Public of the County of OA f l,/ 14J
State of North Carolina hereby certify that _ J'V -CJen '-'-? ePe
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 tlus �0 day o 49- vU
Seal Notary
My commnssnon expires

RIVERR -1 SAM
Apnl 10 2002
APPENDIX V - PRECONSTRUCTION NOTIFICATION USACE AND NC DWQ
public works department manne corps base camp leje ne nc 28542 -0004 910-4513238 x252 fax [phone]

Office Use Only
USACE Action ID No
No
Form Version February 2002
If any particular item is not applicable to this project please enter "Not Applicable or 'N /A" rather than
leaving the space blank
Processing
1 Cheo all of the approval(s) requested for this project
Section 404 Permit ►J krnck-i w , or
❑ Section 10 Permit
,0''401 Water Quality Certification Gq,- -LA-x-
❑ Riparian or Watershed Buffer Rules
2 Nationwide Regional or General Permit Number(s) Requested
19192-0100 -�
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 ❑
H Apphcant Information
1 Owner /Applicant Information
Name S yo�v� f 5CA J L-AA C; p (L., v S r4 Q $ t L t,�IiLrs of -tctx
Mailing Address C G% vti CA C -Avx e L
J N t. t,G .,J o a-ICS
PSG A,--,x z00o1- J
C- Ar- P 410 NC— Z,8 S WL Telephone Number 5),--) 451 3 a 3 �6 %Z.52 Fax Number (� +<Z) - t - Z5 q-- 7
Email Address acAvi-44 sl? V-f:7b %- A, 4T , N A 4::A - N I\V Y vm ► L.
2 Agent Information (A signed and dated copy of the Agent Authonzahon letter must be
attached if the Agent has signatory authority for the owner /applicant )
Name . f .
Company Affiliation N II
Mailing Address
Telephone Number
E mail Address
Page 5 of 12
Fax Number

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 RZVQOL aOA�a QerEr►S Ian 1 470 F-4�C + C ta-t-
2 T I P Project Number or State Project Number (NCDOT Only) N ]A
Property Identification Number (Tax PIN)
4 Location
County ONS Lo" Nearest Town c-A-M P
Subdivision name (include phase /lot number) c A•rrp LE7:M,)r4C
Directions to site (include road numbers landmarks etc )
rx0 r- i ,,JTP'R-Se Qf-,i OF- f OLco-6 (ILyp A JG 2WM acl
paoCim -O Sow , Rio m,sx& -,p f oZyT-T- AeZk -I M ,T c,
5 Site coordinates if available (UTM or Lat/Long) 14 L �n- -1-�'b J 7� t-o 3�
(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)) Zg.SS72 -7 75� 3�3 �� b 1
i) 7- 19S (. ►t,� 2 -75/ 3$3 �-` �Z So ZS �vTri, rJ
6 Describe the existing land use or condition of the site at the time of this application J
!J ot. Q L, ks iy7 rP,-� A ui t.o rift S aemr-)�
r,T-r is C &-Arsstb
7 Property size (acres)
GAG A e1 S ^E� ft Tits 4Q
8 Nearest body of water ( stream /ever /sound/ocean/lake) ,o nrC W 2
9 River Basin w H-► M 0A--IL
(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 a Pro wR ,1�ni� �-�,J
(. 0ri-:L UA-0 4--1' t�Ls-n g C
11 List the type of equipment to be used to construct the project
T&*c►<- a O OEM p -" - CAL- it,► L." 0 O- -EY --
12 Describe the land use in the vicinity of this project
W PVS -M f c-AIJ T L n Er-,-) N Cw L-A,,Ja j S r
5 N-Oi1 -L !1 E ac c.lt�rc-hoN A-�-- f M row"V -M A-, ,..li rAG-
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 N /A
V Future Project Plans
Are any future permit requests anticipated for this protect? If so describe the anticipated work,
and provide justification for the exclusion of this work from the current application
NONE
VI Proposed Impacts to Waters of the United States/Waters of the State
It is the applicants (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 herem 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 applicants 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

I Provide a brief written description of the proposed impacts Qjp-Q.rr 0?CCSTV-4c, G ,j l<V61X
A'I" Aim-. Fi�i_�10 CME� P,t�P'
V,Q C.ju.0 P E GyllhN6i 2mtk0
{31'tsm rlCc C(W&S -JC ct—p -"-
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/W,, ,n- `l
O3
45
O
S
f CU r_ve'rir
Z 9
9&4 04c- /
/ OLD)' C
C o 60 g L (—.5
Z
Z
C✓C- "e"r
j. J S rwrt". Nr�
i ist earn impact separately anu luennry temporary impacts impacts include but are not limited to mechanized cleating grading fill
excavation flooding ditching/drainage etc For dams separately list impacts due to both structure and flooding
** 100 -Year floodplams are identified through the Federal Emergency Management Agency s (FEMA) Flood Insurance Rate Maps
(FIRM) or FEMA approved local floodplam maps Maps are available through the FEMA Map Service Center at 1 800 358 9616 or
onlme at h= / /www fema gov
* ** 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-lr
Total area of wetland impact proposed o Ar, Ti�
0 3 tr— P ,i
3 Individually list all intermittent and perennial stream impacts below
Stream Impact L
Type of Impact* I
Length of A
Stream Name ** o
Average Width P
Perennial or
9-an -o fC /
/ Z----> G
G '0 G S Z
Z5 {
{'
f CU r_ve'rir
Z 9
9&4 04c- /
/ OLD)' C
C o 60 g L (—.5
Z
Z
C✓C- "e"r
j. J S rwrt". Nr�
= (separately list impacts due to both structure and flooding) relocation (include linear feet before and after and net loss /gam)
stabilization activities (cement wall rip rap crib wall gabions etc ) excavation drtching/straightenmg 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 gov Several intemet sites also allow direct download and printing of USGS maps (e g www topozone com
www mapquest com etc )
.jc-
Cumulative impacts (linear distance in feet) to all streams on site Z
C✓ v J l -`�
C41--a S S .i 4 T7f'i S
If"t-J A S *-j o Peli t mel?A --t
Page 8 of 12
4-r Itrl QG 15 Ti J L STi ^, L 4
C f ✓A
�( . c...� �. J W t

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
List each impact separateiy and identify temporary impacts Impacts include but are not limned to fill excavation dredging
flooding drainage bulkheads etc
5 Pond Creation N 1A
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 tlus 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 draming 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 protect 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 constriction
techniques to be followed during construction to reduce impacts
S / rz� /{4% UY t S 17—, G cet. -�C- G23 s S -T- Jr yrr-=- 0T7y 2 S r-r
/:5 ef� 0,611- P4-:%T S/ 7r- S,- r-r is
9-C e7Xi s 7-1-/ ci
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
httn //h2o enr state nc us /ncwetlands /strmgide html
Provide a brief description of the proposed mitigation plan The description should provide
as much information as possible including but not limited to site location (attach directions
and/or map if offsite) affected stream and river basm type and amount (acreage/linear feet)
of mitigation proposed (restoration enhancement creation or preservation) a plan view
preservation mechanism (e g deed restrictions conservation easement etc ) and a
description of the current site conditions and proposed method of construction Please attach
a separate sheet if more space is needed
2 Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program ( NCWRP) 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 websrte at hqp //h2o enr state nc us /mrMhndex htm If
use of the NCWRP is proposed please check the appropriate box on page three and provide
the following information
Amount of stream nutigation requested (linear feet)
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
N I

IX
X
Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state), land*?
Yes No ❑
If yes does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)9
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 �p r i S 1
If yes has the document review been finalized by the State Clearinghouse? If so please attach a
copy of the NEPA or SEPA final approval letter
Yes ❑ No ❑
Proposed Impacts on Riparian and Watershed Buffers (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 herem
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
(Meuse) 15A NCAC 2B 0259 (Tar Pamlico) 15A NCAC 2B 0250 (Randleman Rules and
Water Supply Buffer Req a nts) or other (please identify. )9
Yes ❑ 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
Mitigation
1
3
2
15
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel Zone 2 extends an
additional 20 feet from the edge of Zone 1
Page 11 of 12

If buffer mitigation is required please discuss what type of mitigation is proposed (i a 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
1 t- t:D � s tC Z37z,
XII Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non discharge or discharge) of
wastewater generated fro the proposed protect or available capacity of the subject facility
XM Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H 0500) or any Buffer Rules9
Yes ❑ No
Is this an after the -fact perms apphcation'?
Yes ❑ No
XIV Other Circumstances (Optional)
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits However an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e g draw down schedules for lakes dates associated with Endangered and
Threatened Species accessibility problems or other issues outside of the applicant's control)
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided )
Page 12 of 12

RNERR -1 SAM
APPENDIX VI - SITE PHOTOGRAPHS AND AERIAL PHOTOGRAPHS
Apnl 10 2002
p blic works department man a corps bas camp lejeune nc 28542 -0000 910.451 3238x252 fax [phone]

3
w
Li
0
Q
S
U
O
W
g
U
W
0
z
Q
0
w
O
m
w
Of
w
m
O
H
H
W
J
U
LU
W
S
W
(7
Q
S
U)
Q
W
g
a
w
ct
Li
m
O
F-
w
J
D
U
0
w
g
U
w
z
Q
0
w
O
w
cy-
w
m
O
F-
w
J
U
C)
Z
O
Q'
U
C7
z
N
R
w
0
LL)
U
g
w
w
m
O
W
J
U
j
A.
3
w
Li
0
Q
S
U
O
W
g
U
W
0
z
Q
0
w
O
m
w
Of
w
m
O
H
H
W
J
U
LU
W
S
W
(7
Q
S
U)
Q
W
g
a
w
ct
Li
m
O
F-
w
J
D
U
0
w
g
U
w
z
Q
0
w
O
w
cy-
w
m
O
F-
w
J
U
C)
Z
O
Q'
U
C7
z
N
R
w
0
LL)
U
g
w
w
m
O
W
J
U

N
O
n
O�
ap
ti
i
A I
Q
Li
a
a
ti
V
ti
A
nL.
?W
nr`
W
z
A

N
O
a
b
n
V
t
C.
a
a
ti
t
4
a
f
` 3
A

RIVERR 1 SAM
APPENDIX VII - 81/2' X 11" CONSTRUCTION DRAWINGS
April 10 2002
public works departme 1 marine corps base camp leleune nc 28542 -0004 910-451 3238 x252 fax [phone]

� � .
I " V.% |� &
!\ N
> elm — —
��
/
| \��§
�s
~ x ! ° |a =a� ■
® ®® ` I _ |
§
|
' , {
�■
�( » - - -a -- ------- - - - --
/
.
�
_.■rms,
� z
{
� [ 4
,
! (
!
l
�
|
| `
#
\ � �
%
/ [ ,
( �
�
\ s
«,� ! GAI. s_ .e

4
\ r
�1♦ a z oa9
CL
W s
e\ \F 4
go
;U4oaz $� g
�a
F
a3waeaU F i � !F �
1
a
\
y
� �
9
F
F\ �
O
�
A.-
I
�
ws
y 4
3F ti
�o t VII J
$
000
000 0 O
F"r
�

o
aW
fir
In v� 4Y
( w= s 1,40 E
9
r ,i„ t,� S+a� �NI1H�ytlW
Al
3 w o g y S
\
♦ a
J
OOCOOO 00000 OO;,
47
�p�
PFtB -3
I 1
d � �
1 +
I_
1,
1 1
v [ {
1
+1 1
�
d t d
+ +
dll
a
' I +I64 {
1 1
1 1
+ O
F q
I
s
Gi Q S L
✓o
c`w
Ec
Z
[y
y

Ln
A
/ 3-ml
0000000000 ,.| •
r
� r �
�
!
B r
~~ (
t
` / $
9
(\
01,
� \ x
\
�t
� �
\
,\
Z
pa
>
|
�
t
p
r
� }#
�
z ,
»
*
• f ,
,
�~ ©`- (\
�
x 1 It ,!
%

�§! }
�LC
Ln
|cr
i
.
.A � lE ,
E`° |§,
�
&
!
•
4
!• |, |
°
�
{
@
`
#
�
.
&
— — — — _ ZRTrAMW
—
_
| `
)(
[ ;|
�! ■
• ',,
§§
|
�
�
} |, ;•, # ,,,
�
� �
2�
0 0 000 00 0000

:
|�
/\
61�■!7
|&
!00- \ \
\
k \
|
,L'i
|d
# a
�
Z
Z
� •
���
#
*�
[2 .
y
,
�
�
w
,
�
2
!
,
»
CPO
a
z
k
/
#
!
2��
/
za
§' /,
.
i
�
\ |�
�
.
3
CL
!
;,
,,,.|
"
' `
,
3�
§, ,
• ;
,• .`
¥
1
#
V)
(E e!
`0
,
| ;f /
\�
]�
t!
\
/
d�!\
0 000 0000 0 / o
x2�
_�
�

�w
V
a4
1
CAI.
y
x
aa�
e
a
a
4
°W ° °O°0° °°,
°°°
d
1
d
/
a
y
1
€ $
4
1 1
1 \
Ff
? Etas
1 1
1 1
� ,
1 1
1
�
m
a
O O
1
1
�
a. 2
1
o Y� s ;•
�
zS
IW
00 000 000000 O 0

'
V |M03 +
.
■Al
�
|m.°
\
,
�
•
° °!§ )
,�
§
, .
�
,� ��.._■
&tea
|§�
, o
| | |• �`!��
;q
!
(
0 0 000 0000 000000 0
0
t,
CL
� •
\
� »
�
&
,
{ �
wILN��
I
�
\
.
� ©
�
/z
.
,
2�|
0
09v
-
� �

�3NI7E�'7Z
Q i
3p 2 W�s$ k
II t
II
A
ao�azo8
I�
3w�zo° 6
f
azj_
s�
5
r
a.�
8
�
i
i
w
i I
I I I I
y
I I I I
I I I I
I I I I
I I I I
#
5
I I I I
{
I I I I
I I I I
k
I I I I
i
I I I I
3 $
I I I I
I
i
I I I
I I I I
t
$ I I I I
t +{
5 I I I I
sl I I I
I I I
17
r l l l I
I I I I
$
I i t
II
II �
s
?I
14
�
III 1
� 5
s
Oi
/§
a
00
sad

•`! Ln
.to /
��
0. |�
.0 2,a,• ,
! \�_ {On % ` "
�
\\
g.| |�| I
K �
� \
°
2
w
\
�»
�
\
,
c
\
x
� � \
l
,
| \w
] �
# \,
,
`
`
|,
`
,
� x
� • 3�
|r
, §
mr„ ,.
z
oo0 0
o
� 4r
Z »�`
]
�
��/
'
`

N
§
�
.
�■— _ .
gG,2§;' |�
! ,
\
\ m IL�i
J�_
'a-30 s
§
-
\
■
\
�
�
�
! \
\
\
*
)
�
t
f � `
--
0 �o0006 0�
Cb
\
\
#
®
¥ l
\ \
®
y
�
\/k
i
!
x
�
0000 0 000
0�

> e VIS
m� e
-T
• |M0� ° |�■
e | \ee |� ,
�& § �l�,
,$, =(k \ /
-
,2� ■ °,
|.|�|
.` .
��&
�Z
.
! ,(
�.
IT
�
}
-
--
--
—
--
�
—
— —
—
— —
— —
—
\
,
— —�
—
— —
—
— —
�

OS 0 vii
NIIHOIM
W
m 2W+ i k
o
10 c
I's
a a
�
s a
E F a
s
s
a
a
i
-
-=-=ETD
1a
9
I
I
I
a
—
--
—
tmwurn=
00 0T Vv;
tal�H�inw
i

09 0 V,LS
NI'IHO.LVW
�W
N c ! C
g � m° W w n
a x
� u=hfq
iU��4�2 r�Y3
W €
F 4
R B 8
gg
E�� S
8
a
gm r

ti IW d
cc
w Wi °ag S
Zi
a
Poll
IL-
s
O �
R
$
0 0 0 9$
O N N p 2
? M M
R
h N N O N
$
� O

c
MM!
wlAl■M
IMMM
N•I FmM
mlimm
MM
M " m
■MwM'
IMM
MMM
MMM
MMM :
I
MMM
Mom=
M &WM
=am=
=Kr=
Div
IMM�
=M!
MMMM
MMMM
MMMM
MMMM
MwA1MM
M�f�MM
l�rMM
EM-RMM
MMMM -
=■wl =M
MMMM
MMMM
MMMM
MMMM
M == =:
MMM
MM
M-dM
M /I /IM
Mr.�M
MIw1iM
MMM
MMM
MMM
MM
■ "Mm
■"�
1p
I KVM
w *M
Mw
MM
MM
MM
MM :
MAIM
MM©
l�JI!
MR.7M
MLXIM
mmm
MwMvM
Mtn
IMM
MMM
I M MM
M N =
M
lM EMIirMM
EN=
I
MM MM MM
M►�M
MM
w•IIZZM
MXU!
Ma
Mir
MME
BEM
M MM
MM
MM
MM
MM
MMM
M►MM
w==
WRM
MEW
MM
IMMM
MMM
MMM
=MN
Mr!IM
=116AM
mm
M11m=
MFAWIM
MGM
ww1M! -
M!M
MMM
M!M
I
I MM GM
MM
PN■M
f==
=M
ln M
ww -M
MM
M M MM MM
MIMM
MMM
MMM
w..MM
mmm
M\UM
Mk�wM.
MME
MM
MMM
IMM
MMM
00
r
v
U
S �
U S
O m
2 Q
MMMMM
MMMMM
1!NIMMM
�JMMM
II /NMMMe
II�MMMMM
M!i!!
wnMMMM
w\
M!i!!
=MMM
MMMMM
MMMMM
MMMMM
MMMMM
MMMM
MMMM
MMMM
MMMM
MwA1MM
M�f�MM
l�rMM
EM-RMM
MMMM -
=■wl =M
MMMM
MMMM
MMMM
MMMM
M == =:
MMM
MM
M-dM
M /I /IM
Mr.�M
MIw1iM
MMM
MMM
MMM
MM
■ "Mm
■"�
1p
I KVM
w *M
Mw
MM
MM
MM
MM :
MAIM
MM©
l�JI!
MR.7M
MLXIM
mmm
MwMvM
Mtn
IMM
MMM
I M MM
M N =
M
lM EMIirMM
EN=
I
MM MM MM
M►�M
MM
w•IIZZM
MXU!
Ma
Mir
MME
BEM
M MM
MM
MM
MM
MM
MMM
M►MM
w==
WRM
MEW
MM
IMMM
MMM
MMM
=MN
Mr!IM
=116AM
mm
M11m=
MFAWIM
MGM
ww1M! -
M!M
MMM
M!M
I
I MM GM
MM
PN■M
f==
=M
ln M
ww -M
MM
M M MM MM
MIMM
MMM
MMM
w..MM
mmm
M\UM
Mk�wM.
MME
MM
MMM
IMM
MMM
00
r
v
U
S �
U S
O m
2 Q

0 |-,
|]2b2 | °|
§§� ! |
| &,5 =7 ■�
'5�2�� |
| }i��G |(
,
�|
` ^ f�
L.
_ �
�
, ,.

• |§2.® |�,
« |d§§ |
|'OL ,
IL-N, \ |2
!■
,
9SIM "
cl
HIT 41
�.
:

k
Ld
3� �
��
ata�
a�
�a�
a®
�QI�°
g
�!
a
gg
Y
N b
@�Y'
Yr3E
db�3Y
9F 8 k 53
d ppF
6�ib
®
4 S
59
E
pap �
R
E�
5pa
a 5 §s
a�
bi
✓T %
�
N I
t5v
E
r
�
e
F
I
d
8
xr
Neel,
/ it
B
8
E

N W
`
3
E—i
In
ouoc
v
$
lLr
^
$
i � LT
m
m
0Wi
WW
1
sff d III
��
g
Z�
I / 'TTI/T I..
Luj
i
£ o
o °m
E
ai1�8
5
a
I
� J
4l I
-E
$a �
m
�
t �_ j I
1.,J
I
3 S
ea�a
d3
�
I
g A
g
J�
9
S
I I i
1 {1
II I
r
I
J�

RWRR -1 SAM
APPENDIX VIII - CALCULATIONS
April 10 2002
public works department marine corps base camp lejeune nc 28542 0004 910451 3238 x252 fax [phone]

i
DRAINAGE AREA (ACRES) 22
VOLUME OF STORAGE PER ACRE (CFT) 1800
DESIRED DEPTH (FT) 35
REQUIRED VOLUME (CFT)
3960
REQUIRED AREA (SFT)
113143
RECTANGULAR DIMENSIONS (FT)
238 BY
CIRCULAR DIMENSIONS (FT)
380 DIA
SQUARE DIMENSIONS (FT)
336 BY
WEIR LENGTH (FT)
14
DRAINAGE AREA (ACRES) 25
VOLUME OF STORAGE PER ACRE (CFT) 1800
DESIRED DEPTH (FT) 35
REQUIRED VOLUME (CFT)
4500
REQUIRED AREA (SFT)
128571
RECTANGULAR DIMENSIONS (FT)
254 BY
CIRCULAR DIMENSIONS (FT)
405 DIA
SQUARE DIMENSIONS (FT)
359 BY
WEIR LENGTH (FT)
14
476
336
507
359

DRAINAGE AREA (ACRES) 15
VOLUME OF STORAGE PER ACRE (CFT) 1800
DESIRED DEPTH (FT) 35
REQUIRED VOLUME (CFT)
REQUIRED AREA (SFT)
RECTANGULAR DIMENSIONS (FT)
CIRCULAR DIMENSIONS (FT)
SQUARE DIMENSIONS (FT)
WEIR LENGTH (FT)
2700
771 429
196 BY
313 DIA
278 BY
14
DRAINAGE AREA (ACRES) 45
VOLUME OF STORAGE PER ACRE (CFT) 1800
DESIRED DEPTH (FT) 4
REQUIRED VOLUME (CFT)
8100
REQUIRED AREA (SFT)
2025
RECTANGULAR DIMENSIONS (FT)
318 BY
CIRCULAR DIMENSIONS (FT)
508 DIA
SQUARE DIMENSIONS (FT)
450 BY
WEIR LENGTH (FT)
14
393
278
636
450

ANALIZE USING Q =CIA FOR 10 YEAR STORM
USE TRIANGULAR CHANNELS
MAXIMUM DRAINAGE AREA (ACRES) 45
WORST CASE C FACTOR 04
RAINFALL INTENSITY (IN /HR) 48
SIDE SLOPES (h v) 3
MANNINGS n 0 025
MINIMUM CHANNEL SLOPE (/) 2
MAXIMUM CHANNEL SLOPE (/) 45
864
CHANNEL DEPTH AT 2 PERCENT SLOPE 0 81 FEET
VELOCITY AT 2 PERCENT SLOPE 4 44 FPS
CHANNEL DEPTH AT 45 PERCENT SLOPE 0 69 FEET
VELOCITY AT 45 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
FOR 10 YEAR STORM
..
MAXIMUM DRAINAGE AREA (ACRES)
WORST CASE C FACTOR
RAINFALL INTENSITY (IN /HR)
SIDE SLOPES (h v)
MANNINGS n
CHANNELSLOPE( /)
BASE WIDTH (FT)
TRIAL DEPTH
45
04
48
3
004
2
05 TRIAL AREA FT 2 271
087 TRIAL RADIUS FT 045
TRIAL DISCHARGE CFS 838
864
CHANNEL VELOCITY A 2 PERCENT SLOPE 3 10 FPS
CHANNEL DEPTH AT 2 PERCENT SLOPE 087 FT
CHANNEL FLOW AT 2 PERCENT SLOPE 8 38 CFS
WCAN.W-04M, D R S O
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

t
.yS. f v!l(9t-ni°
ANALIZE USING Q =CIA FOR 10 YEAR STORM
USE TRAPEZOIDAL CHANNEL
MAXIMUM DRAINAGE AREA (ACRES)
WORST CASE C FACTOR
RAINFALL INTENSITY (IN/HR)
SIDE SLOPES (h v)
MANNINGS n
CHANNELSLOPE( /)
BASE WIDTH (FT)
TRIAL DEPTH
CHANNEL VELOCITY A 45 PERCENT SLOPE
CHANNEL DEPTH AT 45 PERCENT SLOPE
CHANNEL FLOW AT 45 PERCENT SLOPE
45
04
48
3
004
45
05 TRIAL AREA FT 2 206
075 TRIAL RADIUS FT 039
TRIAL DISCHARGE CFS 875
864
4 24 FPS
0 75 FT
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