51289_NC DOT_20090504

CAMA /❑ DREDGE & FILLITIY 51289
GENERAL PERMIT Previous permit #
New ❑Modification ❑Complete Reissue ❑Partial Reissue Date previous permit issued
As authorized by the State of North Carolina, Department of Environment and Natural Resources
and the Coastal Resources Commission in an area of environmental concern pursuant to 15A NCAC
D Rules attached.
Applicant Name
ti
Address
'' x
—7J,—
City
StateZIP
Phone # (!)
- Fax # ( )
Authorized Agent
Affected ❑ CW
❑ EW ❑ PTA ❑ ES ❑ PTS
AEC(s): ❑ OEA
ElHHF [IIH ❑ UBA ElN/A
❑ PWS:
❑ FC:
ORW: yes / I no
PNA yes / .no Crit.Hab. yes / no
Project Location: County
Street Address/ State Road/ Lot #(s) "� 1
Subdivision
City ZIP
Phone # ( ) River Basin
Adj. Wtr. Body i = `` (nat /man /unkn)
Closest Maj. Wtr. Body T t, v`
Type of Project/ Activity
Pier (dock) length
Platform(s)
Finger pier(s)
?{,
(Scale: )
j
Groin length
number
Bulkhead/ Riprap length
avg distance offshore
max distance offshore
Basin, channel
cubic yards
Boat ramp
Boathouse/ Boatlift
Beach Bulldozing
Other
11
i
_
t
��
f.
—
Shoreline Length LJ
SAV: not sure yes no
Sandbags: not sure yes
Moratorium: n/a yes 0
Photos: yes ln�
Waiver Attached: yes Lr_n'
A building permit may be required by: f �' '` ` ' r' l See note on back regarding River Basin rules.
Notes/ Special Conditions
Agent or Applicant Printed Name
Permit Officer's Signature
Signature Please read compliance statement on back of permit
Issuing Date Expiration Date
Application Fee(s) Check # Local Planning Jurisdiction Rover File Name

Statement of Compliance and Consistency
This permit is subject to compliance with this application, site drawing and attached general and specific conditions. Any
violation of these terms may subject the permittee to a fine or criminal or civil action; and may cause the permit to become
null and void.
This permit must be on the project site and accessible to the permit officer when the project is inspected for compliance. The
applicant certifies by signing this permit that 1) prior to undertaking any activities authorized by this permit, the applicant will
confer with appropriate local authorities to confirm that this project is consistent with the local land use plan and all local
ordinances, and 2) a written statement or certified mail return receipt has been obtained from the adjacent riparian
landowner(s) .
The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available
information and belief, certify that this project is consistent with the North Carolina Coastal Management Program.
River Basin Rules Applicable To Your Project:
❑ Tar- Pamlico River Basin Buffer Rules ❑ Other:
❑ Neuse River Basin Buffer Rules
If indicated on front of permit, your project is subject to the Environmental Management Commission's Buffer Rules for the
River Basin checked above due to its location within that River Basin. These buffer rules are enforced by the NC Division of
Water Quality. Contact the Division of Water Quality at the Washington Regional Office (252-946-6481) or the Wilmington
Regional Office (910-796-7215) for more information on how to comply with these buffer rules.
Division of Coastal Management Offices
Raleigh Office Morehead City Headquarters
Mailing Address: 400 Commerce Ave
1638 Mail Service Center Morehead City, NC 28557
Raleigh, NC 27699-1638 252-808-2808/ 1-888-4RCOAST
Location: Fax: [phone]
2728 Capital Blvd.
Raleigh, NC 27604
919-733-2293
Fax:[phone]
(Serves: Carteret, Craven, Onslow -above
New River Inlet- and Pamlico Counties)
Elizabeth City District
1367 U.S. 17 South
Elizabeth City, NC 27909
252-264-3901
Fax:[phone]
(Serves: Camden, Chowan, Currituck,
Dare, Gates, Pasquotank and Perquimans
Counties)
Washington District
943 Washington Square Mall
Washington, NC 27889
252-946-6481
Fax: [phone]
(Serves: Beaufort, Bertie, Hertford, Hyde,
Tyrrell and Washington Counties)
Wilmington District
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
910-796-7215
Fax: [phone]
(Serves: Brunswick, New Hanover,
Onslow -below New River Inlet- and
Pender Counties)
Revised 08/09/06

ocm NP-1
APPLICATION for
Major Development Permit
(last revised 12127/06)
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North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant(Landowner Information
Business Name
North Carolina Department Of Transportation
Project Name (if applicable)
SR 1230, Lowlands Road, Pamlico County Site 2
Applicant 1: First Name
Jay
Ml
B.
Last Name
Johnson
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
1587
City
Greenville
State
NC
ZIP
278351587
Country
us
Phone No.
252-830-3490 ext.248
FAX No.
252-830-3341
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Agent/ Contractor 1: First Name
MI
Last Name
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
ZIP
Phone No. 1
-
- ext.
Phone No. 2
- - ext.
FAX No.
Contractor #
Street Address (if different from above)
City
State
ZIP
Email
<Form continues on back>

Form DCM MP-1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Pamlico
SR 1230, Lowlands Road
Site 2
Subdivision Name
City
State
Zip
Phone No.
Lot No.(s) (if many, attach additional page with list)
- - ext.
I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Pamlico
Eastham Creek
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade ❑Unknown
Goose Creek
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
❑Yes ®No
work falls within.
N/A
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
40' (20' North and 20' South)
N/A
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
(If man; lot sizes, please attach additional page with a list)
2.0' ❑NHW or ®NWL
e. Vegetation on tract
Maintained Roadside Grasses
f. Man-made features and uses now on tract
Road
g. Identify and describe the existing land uses adiacent to the proposed project site.
Woods Land
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
N/A
(Attach zoning compliance certificate, if applicable)
❑Yes ❑No ®NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? 0Yes No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. OYes EJNo ONA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a Yes MNo CINA
National Register listed or eligible property?
<Form continues on next page>
m. (i) Are there wetlands on the site? ®Yes ❑No
(ii) Are there coastal wetlands on the site? ®Yes ❑No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ❑No
(Attach documentation, if available)

Form DCM MP-1 (Page 3 of 5)
N/A
source.
N/A
or
N/A
APPLICATION for
Major Development Permit
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ElCommercial Public/Government
❑ Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The Existing 24" x 45' RCP Will Be Replaced By 36"x 48' CMP. The Proposed Pipe Will Keep The Roadway From
Collapsing, Thus Preventing Possible Injury and Death.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
The Existing Pipe Will Be Removed and the Proposed Pipe Will Be Installed. Typical Roadway Construction Equipment Will
Be Used, Including,But Not Limited To Tracked Excavators,Dump Trucks, Flat -Bed Trucks, Back -Hoes, And Boom Trucks.
d. List all development activities you propose.
Pipe Replacement and Asphalt Patching
e. Are the proposed activities maintenance of an existing project, new work, or both? Both
f. What is the approximate total disturbed land area resulting from the proposed project? 105 ®Sq.Ft or ❑Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ElYes LJNo NNA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
N/A
i. Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ❑NA
j. Is there any mitigation proposed? MYes NNo EINA
If yes, attach a mitigation proposal.
<Form continues on back>
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (0 are always applicable to any major development application. Please consult the application
instruction booklet on how to property prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.

Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Walter Franklin Foreman, UE
Phone No.
Address 2721 Country Club Drive Suffolk, VA 23435
Name Garry S. Scheier, Etals
Phone No.
Address 1048 Old Kempsville Road Virginia Beach, VA 23464
Name
Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
None
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
1 7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date April 9, 2009
Print Name _Jay B. Johnson
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ®DCM MP-5 Bridges and Culverts
❑DCM MP-3 Upland Development
❑DCM MP-4 Structures Information

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL)
stabilization
Length
Width
Avg. Existing
Depth
NA
NA
Final Project
NA
NA
Depth
1. EXCAVATION
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
C. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL []None
(ii) Describe the purpose of the excavation in these areas:
®This section not applicable
be excavated.
d. High -ground excavation in cubic yards.
2. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
c. (i) Do you claim title to disposal area?
[]Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner
d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA
(ii) If yes, where?
e. (i) Does the disposal area include any coastal wetlands/marsh f
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of disposal in these areas:
(i) Does the disposal include any area in the water?
❑Yes []No ❑NA
(ii) If yes, how much water area is affected?
3. SHORELINE STABILIZATION ❑This section not applicable
(If development is a wood groin, use MP-4 — Structures)

Form DC P-2 (Excavation and Fill, Page 2 of 2)
a. Type of shoreline stabilization: b. Length: 40' (29 North And 20' South)
❑Bulkhead ®Riprap ❑Breakwater/Sill []Other: Width: 10'
c. Average distance waterward of NHW or NWL: 2' d. Maximum distance waterward of NHW or NWL: 3'
e. Type of stabilization material:
Class B Marl
g. Number of square feet of fill to be placed below water level.
Bulkhead backfiil Riprap 10'East 19 West
Breakwater/Sill Other
I, Source of fill material.
Clarks Quarry
f. (i) Has there been shoreline erosion during preceding 12
months?
❑Yes ®No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
Class B Marl
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? OYes No EINA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? if any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of the fill in these areas:
15. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
Silt Fences and TRSC-B's Typical Road Construction Equipment
G. (i) Will navigational aids be required as a result of the project?
❑Yes MNo ❑NA
(ii) If yes, explain what type and how they will be implemented.
April 9, 2009
Date
SR 1230, Lowlands Road, Pipe Replacement Site 2 WBS
Element Number 2B.206911
Name
Jay B. Johnson
Ap
plicant Name
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Ap
plicant Signatu�

Form ocnaMr-s
BRIDGES and CULVERTS
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
a. Is the proposed bridge:
❑Commercial ❑Public/Government ❑Private/Community
c. Type of bridge (construction material):
e. (i) Will proposed bridge replace an existing bridge? ❑Yes ❑No
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
g. Length of proposed bridge:
b. Water body to be crossed by bridge:
d. Water depth at the proposed crossing at NLW or NWL:
f. (i) Will proposed bridge replace an existing culvert? ❑Yes ❑No
If yes,
(ii) Length of existing culvert:
(iii) Width of existing culvert:
(iv) Height of the top of the existing culvert above the NHW or
NWL•
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
h. Width of proposed bridge:
i. Will the proposed bridge affect existing water flow? ❑Yes ❑No j. Will the proposed bridge affect navigation by reducing or
If yes, explain: increasing the existing navigable opening? ❑Yes ❑No
If yes, explain:
k. Navigation clearance underneath proposed bridge:
I. Have you contacted the U.S. Coast Guard concerning their
approval? ❑Yes ❑No
If yes, explain:
m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands:
waters? ❑Yes ❑No
If yes, explain:
a. Number of culverts proposed: 1
❑Thrn0E aiphbfe
b. Water body in which the culvert is to be placed:
UT to Eastham Creek
< Form continues on back>

OM DCAA KS (86ftes, and Golvs315., Page 2 of 41
c. Type of culvert (construction material):
CMP
d. (i) Will proposed culvert replace an existing bridge?
❑Yes ®No
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
f. Length of proposed culvert: 48'
h. Height of the top of the proposed culvert above the NHW or NWL.
0.5'
a.
C.
Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ❑Yes ®No
If yes, explain:
(i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ®Yes ❑No
If yes,
(ii) Avg. length of area to be excavated: East 4' West 4'
(iii) Avg. width of area to be excavated: 7' East 7' West
(iv) Avg. depth of area to be excavated: 0_8'
(v) Amount of material to be excavated in cubic yards: 2 Cubic
Yards
(i) Will the placement of the proposed bridge or culvert require any
high -ground excavation? ®Yes ❑No
If yes,
(ii) Avg. length of area to be excavated: 32'
(iii) Avg. width of area to be excavated: 7'
(iv) Avg. depth of area to be excavated: 4_V
(v) Amount of material to be excavated in cubic yards: 34
Cubic Yards
e. (i) Will proposed culvert replace an existing culvert?
®Yes ❑No
If yes,
(ii) Length of existing culvert(s): 45'
(iii) Width of existing culvert(s): 24"
(iv) Height of the top of the existing culvert above the NHW or
NWL: 0.5'
(v) Will all, or a part of, the existing culvert be removed?
(Explain) All of the Existing Culvert Will be Replaced
g• Width of proposed culvert: 36"
i. Depth of culvert to be buried below existing bottom contour.
1'
k. Will the proposed culvert affect existing water flow?
❑Yes ®No
If yes, explain:
b. (i) Will the placement of the proposed bridge or culvert require any
excavation within coastal wetlands/marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
®CW 56 Sg.Ft. ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of the excavation in these areas:
Pipe Bedding

':.sX+e"9
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d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area: Temporary Spoil Area is in the Existing Road
(ii) Dimensions of the spoil disposal area: 100' X 200'
(iii) Do you claim title to the disposal area? ®Yes ❑No (If no, attach a letter granting permission from the owner.)
(iv) Will the disposal area be available for future maintenance? ®Yes ❑No
(v) Does the disposal area include any coastal wetlands/marsh (CM, submerged aquatic vegetation (SAVs), other wetlands (WL), or shell
bottom (SB)?
❑CW ❑SAV OWL ❑SB ®None
If any boxes are checked, give dimensions if different from (ii) above.
(vi) Does the disposal area include any area below the NHW or NWL? ? ❑Yes ®No
If yes, give dimensions if different from (ii) above.
e. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above)to
be placed below NHW or NWL? ®Yes LJNo
If yes,
(ii) Avg. length of area to be filled: East 24' West 24'
(iii) Avg. width of area to be filled: 7'
(iv) Purpose of fill: Pipe Bedding
g. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed on high -ground? ❑Yes ®No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
f. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed within coastal wetlands/marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of the excavation in these areas:
a. Will the proposed project require the relocation of any existing b. Will the proposed project require the construction of any temporary
utility lines? ❑Yes ®No detour structures? ❑Yes ®No
If yes, explain: If yes, explain:
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification.
< Form continues on back>

rn" Ot M MIP- and GUIVOR-ts., pad ^ 4 of "ll,F
c. Will the proposed project require any work channels? d. How will excavated or fill material be kept on site and erosion
❑Yes ®No controlled?
If yes, complete Form OCM-MP-2. Turbidity Curtains and Sift Fences will be used to retain
sediment on -site
e. What type of construction equipment will be used (for example
dragline, backhoe, or hydraulic dredge)?
Typical Bridge Construction Equipment
g. Will the placement of the proposed bridge or culvert require any
shoreline stabilization? ®Yes []No
If yes, complete form MP-2, Section 3 for Shoreline
Stabilization only.
.................
.....................
.................
.......................
.......................
.....................
......................
......................
.......................
.....................
........................
�1ptll.:9�009
f. Will wetlands be crossed in transporting equipment to project site?
❑Yes ®No
If yes, explain steps that will be taken to avoid or minimize
environmental impacts.

Pipe Replacement, SR 1230, Lowlands Road; Site 2
Pamlico County Replace Existing 24"x 45' RCP With
Proposed 36'x48' CMP
N 34^-17'-13"
W 76 ^ -33' -32"
Erosion Control Schedule
• Install erosion/sediment control measures according to plans.
• Grading of slopes; 1.5: 1= stabilize with Class B riprap
• Seed all disturbed areas as soon as final grading is completed.
• Clean out and/or rework all temporary sediment control measures after
significant rainfall event (or as otherwise needed). These measures should be
maintained until a permanent vegetative cover is established and project is
complete
Pipe Installation Schedule
• Install erosion/sediment control devices per plans.
• Remove material while limiting, as much as possible, material and sediment
from entering the stream and/or escaping from the project.
• Prepare pipe foundation while taking care to limit material and sediment from
entering the stream and/or escaping from the project. Where possible new
grade should be below the existing streambed. Bedding material will be washed
stone.
• Place new pipe and compact fill.
• Install slope protection on outlet and inlet ends of pipe (Class B Granite riprap)
• Establish permanent vegetation as soon as possible
• Remove sediment control devices after project has stabilized and permanent
vegetative cover is established.

LEGEND SHEET
� WETLANDS
DIFFUSE FLOW THROUGH
VEGETATED UPLANDS BEFORE ENTERING WETLAN S
w
TYPIEROSION LEGEND.
CAL EACH SHEET
\
i
TEMPORARY ROCK SILT CHECK I
w
>
TYPE -A UPLANDS I
w
SLT BASIN TYPE B
W
O
TWDRARY ROCK SLT CHECK TYPE -A
aQ
Lj
.. TEMPORARY ROCK SILT CHECK TYPE-8
o
`u
-•••-^�--o••_ TEWORARY SILT PENCE
SILT BASIN TYPE-B o
GRADE BREAK
a
x I
� DIRECTION OF FLOW
sI
I I I ------ WOODSLINE
•.tLrT
=T: DIFFUSE FLOW
DETAIL
DIFFUSE FLOW
NTS
------ 404 WETLANDS FILL AREA
TEMPDRAlY ROCK 61V ^MVt TYPE 'E`
DI qT f
f
` .. LSDSE OF IAYEIIIRT
BTAIWTURAL STCRE
I80�ILT7lIO YILW
O� 30 --- NEUSE RIVER RIPARIAN BUFFER
------- 404 WETLANDS
'Y -- COASTAL WETLANDS
GL GL ----CRASS LINED CHANNEL
----OPEN WATER IMPACTS
N I
N �
:..::...:.:...:
eEarlmv e•e
SECTION A•A
04" TEMPORARY ROCK SILT CHECK TYPE -A
rm
Rom
IRX"
PROPOSED SILT FENCE
EXISTING FILL
UTILITIES LEGEND,
TYPICAL EACH SHEET
POWER POLE
*
AG
TELEPHONE PEDESTAL
Q7
CABLE TV PEDESTAL
0
SEWER CLEAN OUT
®
WATER VALVE
FIRE HYDRANT
Q
WATER METER
EIPO
EXISTING IRON PIPE
+
PROPERTY CORNER
— {�—
PROPERTY LINE
GRASS -LINED CHANNEL
TWEZOIDAL DITCH SECTION
Z.
X -SECTION AREA (A) = BD IZD
TOP WIDTH (TJ - B + 2DZ
AREA TO BE
FILLED OR UNDISTURBED AREA
DISTURBED
i.
FABRIC BURIED BELOW
EXISTING GRA
SILT FENCE
DETAIL
NTS
PROPOSED SILT FENCE
WETLAND I VAR, 0'-6'
EDGE DF EXIST. ROAD
VAR.O'-6' I WETLAND
EDGE OF EXIST. ROAD

VAI
DIM
LEGEND SHEET
SPECIAL SEDIMENT CONTROL FENCE
3 FT.
CONTROL STONE
WIN.
1,
SEDIMENT CONTRO.
I FT. MIN.
WATER FLOW
= L POST - 2 FT. DEEP
WOOD POST - 3 FT. DEEP
GENERAL NOTES:
USE NO.3 OR NO.57 STONE FOR SEDIMENT
CONTROL AND PAY FOR AT THE CONTRACT UNIT
PRICE PER TON SEDIMENT CONTROL STONE
USE HARDWARE CLOTH 24 GAUGE WIRE MESH
WITH %q INCH MESH OPENINGS
INSTALL 5 FT. SELF FASTENER ANGLE STEEL
POST 2 FT. DEEP MINIMUM
INSTALL 6 FT. LONG, 3 IN. DIA. WOOD POSTS
3 FT. DEEP MINIMUM
SPACE POSTS A MAXIMUM OF 3 FT.
TURBIDITY CURTAIN
SILT BAG

SUALMARY OF AFFECTED PROPERTY OWNERS
TRACT
NUMBER
PROPERTY
OWNER
ADDRESS
NO2"07
WALTER FRAIVKLIIK
FORFALgNLIE
2421 COUlV7RY CLUB DRIVE
SUFFOLK, VA 23435
M02 31
G`RRY S.
SCHEIER, Etals
1048 OLD KEMPS MLE ROAD
VIRGINIA BEACH, VA 23464

o co
�z00
(Dr)
U Q
Z Z
NO-21-007
8643
WALTER FRANKLIN FOREMAN, LIE
2721 COUNTRY CLUB DRIVE WE
SUFFOLK,VA 23435
DBK. 358, PG. 355
AREA I
14 SQUAE FEET OF COASTAL WETLAND IMPACTS
5 SQUAE FEET OF OPEN WATER IMPACTS
SITE 2
CAMA GP APPLICATION NO-21-007
SR 1230, LOWLANDS ROAD 8643
PAMLICO COUNTY WALTER FRANKLIN FOREMAN, L/
SCALE:I"=20' 2721 COUNTRY CLUB DRIVE
SUFS ELEMENT NUMBER 2B.2069I1 DBK. 35 , PG 23435
DBK. 358, PG. 355
APRIL 8, 2009
AREA 2
14 SQUAE FEET OF COASTAL WETLAND IMPACTS
5 SOUAE FEET OF OPEN WATER IMPACTS
CAMA LINE ----EXISTING DITCH ----&,
EXISTING EP PROPOSED CLASS B STONE
SR 1230
0.40 MILES TO SR 1232 LOWLANDS ROAD
EXISTING EP 20" PAVEMENT
CAMA LINE PROPOSED CLASS B STONE
,,*--EXISTING DITCH
AREA 4
14 SQUAE FEET OF COASTAL WETLAND IMPACTS
5 SQUAE FEET OF OPEN WATER IMPACTS
7'
FA
4' EXISTING R/W
M02-31 FIRM PANEL 7526J
7270 MAP NUMBER 3720752600J 7526J
GARRY S. SCHEIER, ETALS NCDMF MAP NUMBER 9
1048 OLD KEMPSVILLE ROAD PAMLICO WATERSHED 03020104
VIRGINIA BEACH,VA 23464 TOTAL:56 SQUARE FEET OF COASTAL WETLAND IMPACTS
DBK. 325, PG. 695 TOTAL:20 SOUARE FEET OF OPEN WATER IMPACTS
PROPOSED SILT FENCE
2.55 MILES TO SR 1229
EXISTING 45' x 24" RCP
D 48' x 36' CMP
PROPOSED SILT FENCE
EXISTING R/W
AREA 3
14 SOUAE FEET OF COASTAL WETLAND IMPACTS
5 SQUAE FEET OF OPEN WATER IMPACTS
M02 -31
7270
GARRY S. SCHEIER, ETALS
1048 OLD KEMPSVILLE ROAD
VIRGINIA BEACH, VA 23464
DBK. 325, PG. 695

PROJECT NO. 2B.206911
SITE 2
DATE APRIL 9.2009
ROAD SR 1230
ROAD NAME LOWLANDS ROAD
COUNTY PAMUCO
CROSS SECTION OF
CULVERT CROSSING
SITE 2
REPLACE 24"x45' RCP WITH 36' x 48" CMP
ROAD
EXISTING 24 x 44' RCP SR 1230
\\! 6
BMAWALL/rvl / v Jupi-c
PROMSED 39 x 48' CMP
SR 1230
\7.9 7'
2.5' 2.0'
PROPOSED 36' x 48" CMP
5' . O EDGE OF PAVEMENT
� ■ e u '� EDGE OF PAYEMEN
EXISTING SHOULD,
PROPOSED RIP RAP c END 'POP VIEW EXISTING
OF PIPE SHOULDER
aNCNtIEEik J
NOT TO SCALE 10,
DITCH PADFOSED Pfff DITCH
10,
EXCAVATION ABOVE N W L: SFINISHD EARTH SLOPE AS REQUIRED
6'w x 281 x 3.6'd = 605 CUBIC FEET 22 CUBIC YARDS
�— PROPOSED RIP RAP @ END
EXCAVATION BELOW NWL: OF PIPE
7'w x 10'L x 0.8'd = 56 CUBIC FEET 2 CUBIC YARDS a

................
...... .... ...........
tA. " , -� �, j!F N, 11111,111-1� 1, --- I'll - � I I.-

■ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
OLD AgyXVIlle
jPj-
Z3q&q
A. Sign
X ❑Agent
ZZy�— ❑ Addre
B Received Printe Na e) C. Da of 00
� ��ti�R qA?e
D. Is delivery address different from item 1?* ❑ Yes
If YES, enter delivery address below: 0 No
3, Service Type
4_,Certified Mail ❑ Express Mail
❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number
(Transfer from service label) 7008 1140 0002 0395 9490
PS Form 3811, February 2004 Domestic Return Receipt
■ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
a&vee, F. ro- ceo• li
/z/ '7 e .
�u �{'a �K , ✓� • Z3�3 s'
2. Article Number
(Transfer from service label)
PS Form 3811, February 2004
102595-02-M-1540
A. Signa re
X ❑ Agent
❑ Addressee
B. Received by ( Printed Name) C. Date of Delivery
�- ZZD`ic
D. Is delivery address different from item 1? ❑ Yes
If YES, enter delivery address below: ❑ No
3. Service Type
J�K&rtified Mail ❑ Express Mail
❑ Registered O Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
7008 1140 0002 0395 9506
Domestic Return Receipt 102595-02-M-1540