20040712 Ver 1_Complete File_20040430 (2)

?OF WATF9O Michael F. Easley, Governor
O G William G. Ross, Jr., Secretary
co North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
April 7, 2005
Paul and Susan Magnabosco
3306 Tipton Court
Wilmington, NC 28409
5.-V 1
SUBJECT: Letter of Rescission and No 401 Water
Quality Certification needed
Stanwick Shores Subdivision
DWQ Project # 040712 modification
Pender County
Dear Mr. & Mrs. Magnabosco:
This letter rescinds and replaces the previous 401 Water Quality Certification issued to you on
December 16, 2004. Your modified project, received by the Wilmington Regional Office on March 23,
2005, does not require a 401 Certification as proposed.
This approval is only valid for the purpose and design that you described in your completed CAMA
Major Permit application received by the Division of Coastal Management on April 21, 2004, modified
and accepted as complete on March 22, 2005. If you change or modify your project, you must notify the
Division (DWQ) in writing and you may be required to send us a new application. If total wetland fills for
this project (now or in the future) exceed one acre, compensatory mitigation may be required as described
in 15A NCAC 2H .0506 (h). All construction activities, including the design, installation, operation, and
maintenance of sediment and erosion control Best Management Practices, shall be performed so that no
violations of state water quality standards, statutes, or rules occur.
Please notify this Office at the number listed below if any problem arises during the construction of
the project that may affect water quality.
This letter completes the review of the DWQ Permit #040712 under Section 401 of the Clean Water
Act. If you have any questions, please telephone Joanne Steenhuis or Edward Beck at 910-395-3900.
Sincerel ,
/ Alan W. Klimek, P.E., Director
I/4n Division of Water Quality
ED [PM @
cc: Corps of Engineers Wilmington Field Office - Henry Wicker
401 Oversite Unit, Raleigh - Cyndi Karoly APR 1 3 2005
CAMA - Jason Dail
CAM - Doug Huggett DENR • WATER QUALITY
WETLANDS AND STORMOTER BRANCH
Walton Engineering - Mark Walton
W iRO
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Service1-877-623-6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.enr.state. nc.us One
O hCarolina
An Equal Opportunity/Affirmative rmative Action Employer - 50% Recycled/10% Post Consumer Paper ;ata lall'#
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
December 16, 2004
Paul and Susan Magnabosco
3306 Tipton Court
Wilmington, NC 28409
Dear Mr. & Mrs. Magnabosco:
SUBJECT: Approval of 401 Water Quality Certification and
Additional Conditions
Stanwick Shores Subdivision
DWQ Project # 0408
Pender County -7 1q-
You have our approval, in accordance with the attached conditions (General Water Quality Certification
#3400) to conduct the following activity adjacent to your property at the end of Bridgers Street, Topsail
Beach in Pender County. This approval allows you to:
1. Subdivide a 1.58 acre parcel into 6 individual lots;
2. Construction of a bulkhead landward of all 401/404 wetlands;
3. Construction of an 8-slip community pier for the 4 land-locked lots;
4. Dredge 2958 square feet of Non-Vegetated Wetlands (open water).
Please note that this approval specifically excludes the proposed 4 square feet of dredging in Submerged
Aquatic Vegetation (SAV) habitat. We appreciate the substantial modification from the original design that
is being proposed, but consider SAV to be a particularly valuable habitat area that needs protection. This
approval is only valid for the purpose and design that you described in your completed 401 application
received by the Division of Water Quality (DWQ) on May 19, 2004, revised on July 26, 2004 and again on
October 15, 2004 (received in the DWQ Central Office in Raleigh on October 18, 2004) with the exception
of the SAV impacts. After reviewing your application, we have determined that General Water Quality
Certification Number 3400 covers this activity. This Certification can also be found on line at:
http://h2o.enr.state.nc.us/iicwetiands/certs.fitml. This Certification allows you to use your CAMA Permit if
and when the NC Division of Coastal Management issues it. Please keep in mind that there may be
additional Federal, State or Local regulations applicable to your project, such as (but not limited to) Sediment
and Erosion Control, Non-Discharge and Water Supply Watershed regulations and Coastal Stormwater. In
addition, this approval will expire when the accompanying CAMA Permit expires unless otherwise
specified in the General Certification.
This approval is only valid for the purpose and design that you described in your completed application
received by the Division of Water Quality with the exception of the excluded dredging area. If you change or
modify your project, you must notify the Division (DWQ) in writing and you may be required to send us a new
application for a new certification. If the property is sold, the new owner must be given a copy of the
Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland
fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as
described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions listed
in the attached certification and the additional conditions listed on the following page:
One
No thCarolina
atura!!y
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: h2o.enr.state,nc.us 512 N. Salisbury St. Raleigh, NC 27604 FAX [phone]
An Equal Opportunity/Affirmative Action Employer-50% Recycledl10% Post Consumer Paper
Paul & Susan Magnabosco
DWQ Project #040812
December 16, 2004
Page 2
1. Upon completion of all work approved within the 401 Water Quality Certification and any subsequent
modifications, the applicant is required to return the attached certificate of completion to this office and a
copy to the 401 Oversight/Express Review Permitting Unit, North Carolina Division of Water Quality, 1650
Mail Service Center, Raleigh, NC, 27699-1650;
2. No excavation and no waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or
riparian areas. All construction activities, including the design, installation, operation, and
maintenance of sediment and erosion control Best Management Practices, shall be performed so that
no violations of state water quality standards, statutes, or rules occur;
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands,
waters and protective buffers in order to assure compliance for future wetland, water and buffer
impact. These mechanisms shall be put in place prior to impacting any wetlands, waters and/or
buffers approved for impact under this Certification Approval and Authorization Certificate. A
sample deed notification can be downloaded from the 40] /Wetlands Unit web site at
http://h2o.enr.state.nc.us/ncwetlands. The text of the sample deed notification may be modified as
appropriate to suit to this project.
Please notify the Wilmington Regional Office at the number listed below if any problem arises during
the construction of the project that may affect water quality. Please note that staff of the Wilmington
Regional Office will conduct compliance inspections to ensure that all conditions of this Certification are
being followed in design and construction of this project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. To ask for a hearing, d a written petition
conforming to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings,
6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final and
binding unless you ask for a hearing.
This letter completes the review of the DWQ Permit #040812 under Section 401 of the Clean Water Act.
If you have any questions, please telephone Joanne Steenhuis or Rick Shiver at 910-395-3900.
Sincerely,
16-11,
KLC?-
Alan W. Klimek, P.E.
AK/lj
Attachments: GC # 3400
Certificate of Completion
cc: Corps of Engineers Wilmington Field Office - Henry Wicker
401 Oversite/Express Permitting Unit - Cyndi Karoly
CAMA Express - Jason Dail
CAMA Morehead - Doug Huggett
Joanne Steenhuis, WiRO
A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
MEMORANDUM
DIVISION OF WATER QUALITY
TO: Cyndi Karoly, 401 Wetlands Unit J-6
FROM: Joanne Steenhuis, Environmental Specialist II
DATE: July 30, 2004
SUBJECT: Revised Dredging area O--?/D,
PROJECT: Stanwick Shores S/D DWQ Project # 04-644
COUNTY: Pender
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
40 1
SUP
AUG 0 3 2004
WATER QUALl ry,
CrraN
Attached are 5 copies for the revised dredging area for the 401 application for Stanwick Shores
Subdivision in Topsail Beach in Pender County. The Express CAMA has also been revised with this
same map. The dredging area has been revised but it is still within the SAV habitat area (I have attached
a revised project description given to CAMA).
Attachments
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
512 N. Salisbury St, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: h2o.enr.state. nc.us
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
NorthCarolina
Amorally
W4 L TON Ev (?L\ _EERIA7
Jason Dail
Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
JUL 2 9 Zw
Re: Stanwick Shores.

Jason,
July 26, 2004 IREC ,
BY:
In accordance with the attached letter from the Division of Water Quality dated July 1, 2004,
we have modified the project to address the concern of dredging in a Submerged Aquatic
Vegetation (SAV) habitat. After receiving the letter we met on-site with Mr. Fritz Rohde of
the Division of Marine Fisheries and identified the SAV habitats of concern. Based on the
attached July 20, 2004 memorandum from Mr. Rohde, the inward most boat slip in the area of
one of the large patches of SAV, along with the corresponding mooring piling, has been
eliminated. The dredging footprint has been modified accordingly to avoid both of the two
large patches of SAV closest to the shore and eliminate any significant impact to SAVs. In
addition, the remaining 5-6 smaller clumps will be moved l?tcra?5+
outside the dredging footprint and monitored for one year (per Mr. Rohde). We have already
obtained technical articles from the UNCW Marine Science Center written by Mark Fonseca
with instructions on transplanting. The total dredging area has. been reduced from 0.096 acres
to 0.071 acres. This modification both eliminates any significant adverse impacts to SAV
habitat and reasonably accommodates the development'. Please see the revised plan for
modifications.
`
If you have any questions, please contact me at 910-25.9-4800.'
cc: Cyndi Karoly - 401 Wetlands Unit/Raleigh
Noelle Lutheren-DWQ
Fritz Rhode - DW
Joanne Steenhuis - DWQ
Paul Magnabosco
f = 'gyp 1`l i
Greg Finch
Sincef Ry-Tel: [phone] PO Box 895, Burgaw, North Carolina, 28425 Fax: [phone]

State of North Carolina
Department of Environment
and Natural Resources
Wilmington. Regional Office
Division of Marine Fisheries
Michael F. Easley Governor
Preston P. Pate, Director
MEMORANDUM
July 20, 2004
TO: Paul Magnabasco
FROM: Fritz Rohde
SUBJECT: Stanwyck Shores
MWAL
?f
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
The Division of Marine Fisheries' definition of Critical Habitat Areas includes beds of
submerged aquatic vegetation (SAV). As was noted in the recent visit to your site, patches of
SAV are scattered throughout with the largest patches located in the shallower waters. There is
some evidence that this type of vegetation may be amenable to relocation although with some
difficulty. While the Division would prefer that the project be redesigned to avoid any impacts
to SAV, the Division will withdraw its objection if the following conditions are met.
1) Move the inward most slips out approximately 20 feet to avoid any impact to the two large
patches of SAV closest to the shore.
2) Move the remaining 5-6 smaller clumps laterally to areas of similar depths outside the
dredging footprint. Use techniques that are recommended by SAV experts such as Mark
Fonseca. Monitor these relocated clumps for one year to determine success of the transplanting.
Cc: Walton Engineering
Jason Dail
Joanne Steenhuis
Noelle Lutheran
127 Cardinal Drive Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper
State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
Division of Marine Fisheries
Michael F. Easley Governor
Preston P. Pate, Director
MEMORANDUM
July 20, 2004
TO: Paul Magnabasco
FROM: Fritz Rohde
SUBJECT: Stanwyck Shores
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
. The Division of Marine Fisheries' definition of Critical Habitat Areas includes beds of
submerged aquatic vegetation (SAV). As was noted in the recent visit to your site, patches of
SAV are scattered throughout with the largest patches located in the shallower waters. There is
some evidence that this type of vegetation may be amenable to relocation although with some
difficulty. While the Division would prefer that the project be redesigned to avoid any impacts
to SAV, the Division will withdraw its objection if the following conditions are met.
1) Move the inward most slips out approximately 20 feet to avoid any impact to the two large
patches of SAV closest to the shore.
2) Move the remaining 5-6 smaller clumps laterally to areas of similar depths outside the
dredging footprint. Use techniques that are recommended by SAV experts such as Mark
Fonseca. Monitor these relocated clumps for one year to determine success of the transplanting.
Cc: Walton Engineering
Jason Dail
Joanne Steenhuis
Noelle Lutheran
127 Cardinal Drive Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper
pF WArF9 Michael F. Easley, Governor
\p? pG William G. Ross Jr., Secretary
CO North Carolina Department of Environment and Natural Resources
p Alan W. Klimek, P.E.,Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
July 1, 2004 WETLANDS/ 401 GROUP
CERTIFIED MAIL: 7002 1000 0005 2389 7327 JUL. 0 7 2004
RETURN RECEIPT REQUESTED
Paul and Susan Magnabosco WATER QUALITY SECTION
3306 Tipton Ct.
Wilmington, NC 28409
SUBJECT: PROJECT ON HOLD FOR
ADDITIONAL INFORMATION
Stanwick Shores S/D
DWQ Project # 04084.1
Pender County ?I2
Dear Mr. Magnabosco:
This Office has reviewed your 401 application for the Stanwick Shores Subdivision dredging and
pier. The proposal includes new dredging, construction of a pier, 6 lots and associated utilities and a
paved access road. The Division of Marine Fisheries (DMF) has determined that a portion of the
proposed new dredging contains Submerged Aquatic Vegetation (SAVs). Because dredging in this area
would result in significant adverse impacts to SAV habitat, this Office has determined that significant
uses could be removed or degraded by this project. Therefore, unless modifications of the proposal are
made, we will recommend moving towards denial of the 401 Water Quality Certification as required in
15A NCAC 211.0507. Specifically, we strongly encourage you to remove the portion of the new
dredging that impacts this habitat.
If the project is modified to address dredging only in the areas outside the SAV habitat, DWQ
will have no objection to the project.
Please respond within three weeks of the date of this letter by sending a copy of the information `
to Joanne Steenhuis and to Cyndi Karoly, 401 Wetlands Unit, 2321 Crabtree Blvd., Raleigh, NC 27604-
226, her phone number is [phone]. If we do not hear from you within three weeks, we will
assume that you no longer want to pursue this project and we will consider the project as withdrawn. If
you have any questions, please feel free to call me at [phone].
Sincer ,
oanne eenhuis
Environmental Specialist III
Attachment
cc: Cyndi Karoly -Wetlands Unit/Raleigh
Greg Finch - Consultant
Jason Dail - DCM
Doug Huggett - DCM Raleigh
Fritz Rhode - Division of Marine Fisheries
WiRO
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone]
s
tm
\N Ar 0? O
?OF Fq Michael F. Easley, Govern r
QG William G. Ross Jr., Secretary
y North Carolina Department of Environment and Natural Resources
y Alan W. Klimek, P.E. Di
Division of ater Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
July 1, 2004
CERTIFIED MAIL: 7002 1000 0005 2389 7327
RETURN RECEIPT REQUESTED
Paul and Susan Magnabosco
3306 Tipton Ct.
Wilmington, NC 2840.9
SUBJECT: PROJECT ON HOLD FOR
ADDITIONAL INFORMATION
Stanwick Shores S/D
DWQ Project #-948882- 0 4 -
Pender County
Dear Mr. Magnabosco:
This Office has reviewed your 401 application for the Stanwick Shores Subdivision dredging and
pier. The proposal includes new dredging, construction of a pier, 6 lots and associated utilities and a
paved access road. The Division of Marine Fisheries (DMF) has determined that a portion of the
proposed new dredging contains Submerged Aquatic Vegetation (SAVs). Because dredging in this area
would result in significant adverse impacts to SAV habitat, this Office has determined that significant
uses could be removed or degraded by this project. Therefore, unless modifications of the proposal are
made, we will recommend moving towards denial of the 401 Water Quality Certification as required in
15A NCAC 2H .0507. Specifically, we strongly encourage you to remove the portion of the new
dredging that impacts this habitat.
If the project is modified to address dredging only in the areas outside the SAV habitat, DWQ
will have no objection to the project.
Please respond within three weeks of the date of this letter by sending a copy of the information
to Joanne Steenhuis and to Cyndi Karoly, 401 Wetlands Unit, 2321 Crabtree Blvd., Raleigh, NC 27604-
226, her phone number is [phone]. If we do not hear from you within three weeks, we will
assume that you no longer want to pursue this project and we will consider the project as withdrawn. If
you have any questions, please feel free to call me at [phone].
Sincer ,
/ oanne eenhuis
Environmental Specialist III
Attachment
cc: Cyndi Karoly -Wetlands Unit/Raleigh
Greg Finch - Consultant
Jason Dail - DCM
Doug Huggett - DCM Raleigh
Fritz Rhode - Division of Marine Fisheries
WiRO
N. C. Division of Water Quality 127 Cardinal Drive Extension (910 395-3900
Wilmington Regional Office Wilmington, NC 28405 1 Customer Service
[phone] Fax [phone]
AM
M
State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
Division of Marine Fisheries
Michael F. Easley Governor
Preston P. Pate, Director
MEMORANDUM
June 28, 2004
TO: Jason Dail
FROM: Fritz Rohde
SUBJECT: Paul Magnabosco for Stanwick Shores
A••
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RE50URCE5
The Division of Marine Fisheries is opposed to the above project as it is presented.
During a site visit on June 28, 2004, numerous (more than 24) patches of submerged aquatic
vegetation (SAV) were observed in the footprint of the proposed dredging. These patches ranged
in size from less than 1 ft in diameter to over 6 ft in diameter. SAVs provide essential fish
habitat for many marine organisms. Without dredging, the water depths are too shallow to
permit docking without causing negative impacts to the SAVs. At the time of the site visit (low
water), depths throughout much of the project were 12" or less. SAVs were observed out to
about 20" which was about the same distance as the end of the pier to the north.
The Division does not oppose the community pier, just the 4 fixed finger piers which
would necessitate the dredging. It appears that there is sufficient water depth and an absence of
SAVs near the exisiting pier line at the terminal end of the pier. Perhaps the project could be
redesigned to take advantage of the deeper water.
127 Cardinal Drive Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper
United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Field Office
Post Office Box 93726
Raleigh, North Carolina 27636-9726
June 3, 2004
Mr. Henry Wicker
U. S. Army Corps of Engineers
Wilmington Regulatory Field Office
P. O. Box 1890
Wilmington, North Carolina 28402-1890
Subject: Action ID #200400705, Paul and Susan Magnabosco, Stanwick Shores
Subdivision, Topsail Beach, Pender County, NC
Dear Mr. Wicker:
This letter provides the comments of the U. S. Fish and Wildlife Service (Service) on the
subject Public Notice (PN), dated May 13, 2004. The applicants, Paul and Susan
Magnabosco, have applied for a Department of the Army (DA) permit to develop a 6-lot
subdivision (Stanwick Shores) on a 1.58 acre tract on Topsail Island adjacent to Banks
Channel. The proposed work is being considered under Regional General Permit
#198000291, a permit/processing agreement for work that has been approved pursuant to
the North Carolina Coastal Area Management Act (CAMA). These comments are
submitted in accordance with the Fish and Wildlife Coordination Act (FWCA) (48 Stat.
401, as amended; 16 U.S.C. 661-667d). Comments related to the FWCA are to be used
in your determination of compliance with 404(b)(1) guidelines (40 CFR 230) and in your
public interest review (33 CFR 320.4) in relation to the protection of fish and wildlife
resources. Additional comments are provided regarding the District Engineer's
determination of project impacts pursuant to section 7 of the Endangered Species Act
(ESA) of 1973, as amended (16 U.S.C. 1531-1543).
Proposed Action
The PN contains the Field Investigation Report (FIR) of the North Carolina Division of
Coastal Management (NCDM). The FIR states that the applicants would construct a
driveway/access road through uplands on the property. A bulkhead, community pier, and
docking system would be built. An area of 60 feet by 70 feet would be dredged to a
depth of -6 feet at normal low water (NLW) around the pier and dock. Dredging would
be done with a bucket and barge. Existing depths in this area range from -2.5 feet to -6.0
feet at NLW. Dredging is expected to remove 270 cubic yards of material. This material
would be transported to the western end of Empie Street. The material would be
offloaded and temporarily stored in a right-of-way area of the Town of Topsail Beach.
The material would subsequently be used as backfill for the proposed bulkhead. The
2
shoreline stabilization section of the CAMA permit indicates that the bulkhead would be
178.5 feet long and placed an average of 20 feet upland from the mean high water
(MHW) line, with a maximum distance of 75 feet upland of MHW. The current
application does not consider construction on the six lots. The FIR notes that the
applicants indicated that future property/lot owners would apply for individual CAMA
Minor Permits to construct individual residences. However, it appears that the building
sites are in uplands.
Anticipated Impacts
The FIR states that the proposed actions would have no direct impact on vegetated
wetlands. High ground would be graded (1.35 acres) for future construction and
additional high ground (0.12 of an acre) would be used for the bulkhead and backfill.
Dredging around the pier and dock would impact 4,200 square feet of shallow,
unvegetated estuarine bottoms. The dock would "incorporate" 440 square feet of
estuarine waters and public trust area. The FIR does not address potential, long-term
adverse secondary, or cumulative, impacts of the actions, particularly the proposed
bulkhead.
Federally Protected Species
The Service has reviewed available information on federally-threatened or endangered
species known to occur in Pender County. We have also reviewed information from the
North Carolina Natural Heritage Program (NCNHP) database which contains excellent
data on the special status species, both federal and state. This database can be accessed
by topographic quadrangle (quad) of the U. S. Geological Survey (USGS). Data from
USGS quads provide the most project-specific information on species which should be
considered in permitting this project. The project area appears to be in the Hampstead
quad, but also near both the Topsail and Holly Ridge quads. The occurrence data of
special status species within these quads can be obtained on the internet at <
http://www.ncsparks.net/nhp/quad.html >.
Our review indicates that the only federally protected species likely to occur in the
project area is the West Indian manatee (Trichechus manatus), a federally-endangered
mammal. The species has been reported from Pender County, but not in the three quads
mentioned above. Several occurrences have been reported in the coastal waters of New
Hanover and Onslow Counties. The shallow, estuarine waters of the project area may
provide suitable habitat for manatees that move along the Atlantic Coast during summer
months and are seasonal transients in North Carolina, primarily from June through
October. Manatees may occupy waters one to two meters (3.3 -6.6 feet) deep. The
species moves extensively when in North Carolina waters and past occurrence records
cannot be used to precisely determine the likelihood that it will be presence at a particular
construction site. Dredging with bucket and barge presents a risk to manatees that move
into the construction area.
3
To protect manatees in North Carolina, the Service developed guidelines entitled
"Precautions for General Construction in Areas Which May Be Used by the West Indian
Manatee in North Carolina." These guidelines address all types of in-water construction,
except blasting, and should produce little, if any, additional expense. The guidelines are
intended mainly to ensure that construction personnel are informed that manatees may
occur in the work area, that work should cease if a manatee approaches the work area,
work should not resume until the manatee leaves the work area, and procedures for
reporting the death or injury of a manatee. These guidelines are available on our web site
at <http://nc-es.fws.gov/mammal/manatee guidelines pdf>. The risk to manatees could
be reduced to an acceptable level by the implementation of the Service's guidelines. The
risk would be further reduced by performing the work during the period of November
through May.
With the inclusion of our manatee guidelines as a permit condition, the Service would
concur with a determination by the District Engineer thatAhe action is not likely to
adversely affect species designated as threatened, endangered, or their designated critical
habitat. However, the requirement of section 7 would need'to be reconsidered if. (1) new
information reveals impacts of this identified action that may affect listed species or
critical habitat in a manner not previously considered; (2) this action is subsequently
modified in a manner that was not considered in this review; or, (3) a new species is
listed or critical habitat determined that may be affected by the identified action.
Service Concerns and Recommendations
The Service is concerned that piers built too low over marsh could harm marsh
vegetation by blocking sunlight. The FIR states that the western part of the tract,
bordering Banks Channel, contains coastal marsh approximately 170 feet wide and 170
feet long. The low marsh consists of smooth cordgrass (Spartina alterniflora) and black
needle rush (Juncus roemarianus). Between the low marsh and high ground is an upper
marsh of salt grass (Distichlis spicata), salt meadow cordgrass/hay (S. patens), and other
plants. Smooth cordgrass can range from one to eight feet tall. It is unclear from project
drawings whether a minimum elevation of the pier over vegetated wetlands is proposed.
The Service recommends that the lowest part of any structure build over vegetated
wetlands should be least four feet above the substrate. A minimum elevation of four feet
is a special condition of the Corps' Regional General Permit #197800056.
The Service is concerned that the proposed bulkhead could, over time, alter natural
vegetation zonal patterns and eventually diminish shallow fish nursery habitat. While the
bulkhead would be built in uplands, it appears to be located within the 75-foot zone
designated as the Coastal Shoreline Area of Environmental Concern (AEC). Section 4 of
the CAMA Handbook for Development
(<http://dcm2.enr.state.nc.us/Handbook/section4.htm#Marinas> ) states that bulkheads
are not the most desirable method of shoreline stabilization. During storms a vertical
4
bulkhead absorbs some wave energy, but a portion of the wave energy is reflected back
into the estuary. The reflected wave energy erodes the base of the bulkhead and lead to
deeper water. In turn, the deeper water allows stronger waves to strike the bulkhead,
further increasing erosion, and leading to deeper, less productive water waterward of the
structure.
An estuarine fringe marsh can be effective in controlling shoreline recession. Rogers and
Skrabel (2001, p. 16) write that where a fringe of salt marsh fronts a shoreline, erosion of
upland property is infrequent or nonexistent. Riggs and Ames (2003, p. 56) also note that
natural vegetation often forms the most effective protection from erosion. Zones of
fringing vegetation in the nearshore waters absorb wave energy during high water events,
slow down rates of shoreline recession and act as natural breakwaters, bulkheads, and
groins that trap and hold sand (Riggs and Ames 2003, p. 56).
The FIR does not provide a purpose for the bulkhead. Bulkheads are usually constructed
where there is clear evidence of shoreline recession. However, item 6(G) of the FIR
gives "N/A," presumably "not applicable," as the estimated annual rate of erosion. The
excavation and fill section of the permit (DCM-MP-2) state's that there has been no
observed erosion of the shoreline in the preceding 12 months. Project drawings indicate
that the proposed bulkhead would tie in to an existing bulkhead to the south/southwest.
The new bulkhead may be considered an extension of the existing bulkhead. In light of
the long-term environmental harm the bulkhead may produce, the Service recommends
that the federal coordinated position request the purpose of the proposed bulkhead. Since
the bulkhead would not produce direct wetland impacts, this request is made pursuant to
the FWCA which seeks equal consideration of broad fish and wildlife values in water
resources development, including federal permits. If there is no compelling justification
for the bulkhead, the DCM and the Corps should request the elimination of this project
design feature within the Coastal Shoreline AEC.
Overall, with certain additional information and permit conditions, the Service does not
oppose issuance of the DA permit for proposed actions. We recommend that the
coordinated federal position require the following items:
1. All pier decking would be a minimum of four feet above the estuarine substrate;
No additional dredging would be allowed beyond that which is proposed in the
application;
3. Considering (1) the potential long-term adverse impacts of bulkheading the
shoreline, (2) the presence of a protective, 170-foot-wide salt marsh, and (3) the
absence of observed erosion, the applicants should provide a justification for the
178.5-foot bulkhead, and;
4. The Service's "Guidelines for Avoiding Impacts to the West Indian Manatee -
Precautionary Measures for Construction Activities in North Carolina Waters" are
implemented by the applicants.
The Service appreciates the opportunity to comment on this permit application. If you
have questions regarding these comments or wish to discuss the development of the
coordinated federal position, please contact Howard Hall at 919-856-4520, ext. 27 or by
e-mail at < howard [e-mail] >. Please provide this office with a copy of the
coordinated federal position, if one is developed.
Sincerely,
?/aw/ ZY??
Garland B. Pardue, Ph.D.
Ecological Services Supervisor
Literature Cited
Riggs, S. R. and D. V. Ames. 2003. Drowning the North Carolina Coast: Sea-level Rise
and Estuarine Dynamics. North Carolina Sea Grant. UNC-SG-03-04. North
Carolina state University. Raleigh, NC 152 pp.
Rogers, S. and T. E. Skrabel. 2001. The Soundfront Series: Managing erosion on
estuarine shorelines. North Carolina Sea Grant. NC State University. Raleigh,
NC 32 pp.
cc:
Ronald Mikulak US EPA, Atlanta, GA
Ron Sechler, NMFS, Beaufort, NC
Mike Street, NC Division of Marine Fisheries, Morehead City, NC
Bennett Wynne, NCWRC, Kinston, NC
John Dorney, NC Division of Water Quality, Raleigh, NC
Jim Gregson, NC Division of Coastal Management, Wilmington, NC
Tracy Skrabel, North Carolina Coastal Federation, Wilmington, NC
4 .
WALT0NEN(j1A1EE-RJA7
Cyndi Karoly
NC DENR 401 Wetlands Unit
2321 Crabtree Blvd.
Raleigh, NC 27604-2260
Re: 401 Certification (PCN) for Stanwick Shores, Section 1
May 13, 2004

WETLANDS/ 401 GROUP

WATER OUALiTY SECTION
Dear Cyndi,
7/'L
Enclosed is the application form and $200 processing fee. Also enclosed is the site plan (7
copies), USGS topographic map, disturbed area map, notifications to adjacent property
owners (originals submitted to NC DENR WiRO with CAMA. permit), ACE jurisdictional
determination, and a copy of the most current deed.
An express CAMA permit has already been submitted to the Wilmington Regional Office.
Dredging for the subject site was originally applied for under a General Permit, eliminating
the need for 401 certification. Subsequent re-determinations have dictated dredging to be
applied for under CAMA, and thus requiring 401 certification after submittal of the CAMA
permit.
The application is for a low density development draining to Class SA waters via sheet flow
with no concentrated discharges.
The project proposes to subdivide a 1.58 acre parcel into 6 individual lots.
At the present time the majority of the parcel is covered by native grasses, shrubs, and trees.
Land disturbing activity to be undertaken includes:
• Installation of silt fence
• Installation of 50' min. gravel construction entrance
• Construction of one road, paved with impervious asphalt
• Construction of a bulkhead
• Placement of dredging spoil material behind bulkhead
• Construction of a pier, including excavation/dredging around boat slips
• Installation of utilities
Roads will be private roads. A 30' right-of-way will be established for the roads. The paved
roadway will be 20' wide.
Construction will take place as follows:
1. A temporary gravel construction entrance a minimum of 50' long will be established.
Tel: [phone] PO Box 895, Burgaw, North Carolina, 28425 Fax: [phone]
WALTONEA, (;i A?T:ERIIV
I Silt fencing will be installed.
3. Establish vegetation in designated areas per seeding specifications.
4. The paved road will be constructed.
5. The bulkhead will be constructed.
6. Dredging will be performed and dredge spoils will be placed behind the bulkhead. Dredge
spoils will be temporarily stockpiled at the end of Empie Avenue for loading and transport to
the project site.
7. The pier will be constructed.
8. Silt fencing will be removed after the road is built and permanent vegetation has been
established.
9. Silt fencing will be installed prior to construction on individual lots. (On a lot by lot
basis).
10. Silt fencing will be removed after completion of construction on individual lots. (On a lot
by lot basis).
11. Erosion control measures other than those shown on the plan will be installed should the
need arise.
If you have any questions, please contact me at 910-259-4800.
Sincerely, /
Gregory Finch
cc: Paul Magnabosco
Tel: [phone] PO Box 895, Burgaw, North Carolina; 28425 Fax: [phone]
Personal Account Information Redacted
(p 1,'onn Version May 2002
Otlice Use Only:
0 !
USACE Action ID No. DWQ No.
(1t any pamcuwar Hein is not appncauic io uus prqJcci, pieas(; eln(;r 1v01 11PI)BLAV,I; V, ,vrr? .I
1. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Regional
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 (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here:
H. Applicant Information
Owner/Applicant Information
Name: Paul W Magnabosco & Susan K Magnabosco
Mailing Address: 3306 Tipton Ct
Wilmin tg?on, NC 28409
Telephone Number: 910-799-6748 Fax Number: 910-790-9988
E-mail Address: [e-mail]
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: R. Mark Walton
Company Affiliation: Walton Engineering
Mailing Address: P.O. Box 895
Burgaw NC 28425
Telephone Number: 910-259-4800 Fax Number: 910-259-1779
E-mail Address: [e-mail]
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as gowns, 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: Stanwick Shores Section 1
2_ T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 46559 46570, 46560, 46564, 46563, 46562,
46561
4. Location
County: Pender Nearest Town: Topsail Beach
Subdivision name (include phase/lot number): Stanwick Shores Section 1
Directions to site (include road numbers, landmarks, etc.): Heading south on Hwy 50
(Anderson Blvd, turn right onto Barwick St turn right onto Bridgers Ave., Site is located at
the end of Bridgers Ave.
5. Site coordinates, if available (UTM or Lat/Long): N 34° 22.482' W 77° 37.198'
(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.)
6. Property size (acres): 1.58 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Banks Channel
8. River Basin: NA
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.em-.state.nc.us/admirYmaps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is currently covered with grasses, shrubs, and small
trees. There is an existing unused residential home on the property. The site is surrounded
by residential homes.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:._ The site
will be divided into six residential lots. Standard equipment will be used for the building of
residential homes construction of a paved road instillation of utilities and the construction
?,iqg will be performed around the boat slips.
of a pier. A small amount of dred
11. Explain the purpose of the proposed work: The piose of the work is to develop the site in
a manner that will compliment the existing current uses of the surroundinVI-Properties.
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.
NA
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
Two additional piers will be constructed by future home owners.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:, There will be no permanent
impacts to wetlands or coastal waters. There will be temporary minimal impact to wetlands
during construction of the pier. There will be temporary minimal impact to coastal waters
(Banks Channel, during dredging.
2. Individually list wetland impacts below:
Page 7 of 12
Welland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100--year Floodplain** Nearest Stream Type of Wetland***
(indicate on ma (acres) yes/no linear feel
Impact Area 2 Pier .04 Yes NA Coastal Marsh
" List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, 1711,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to botlt 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 floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
hitn:/h???tiv.fenta.ov.
online at
*`* List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: .29
Total area of wetland impact proposed: .04
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on map) (linear feet Before Impact lease specify)

NA
" List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loWgain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditchineslraightening, 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
wwxv.usas.Qov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.tonozonc.corv,
ww",.mar>quest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: NA
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 Area of Name of Waterbody Type of Waterbody

Site Number
Type of Impact*
Impact
(if applicable) ,
(lake, pond, estuary, , sound,
indicate on ma (acres) bay, ocean, etc.
Impact Area I Dredging .09 Banks Channel Inland Coastal Waters
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fin, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Page 8 of 12
Size of watershed draining to pond: Expected pond surface area:
VII. Impact. Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant. may attach drawings of alternative, lower-impact:
site layouts, and explain why these design options were not. feasible. Also discuss bow impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
There are no permanent impacts proposed within 404 wetlands Temporary impacts only as
necessary to construct pier.
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.
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
htt,p://h2o,eiir.state.ne.us/ncwetlands/strmgide.htmi.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Page 9 of 12
2. Mitigation may also be made by payment. into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact. the NCWRP at.
[phone] to determine availability and to request, written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at htti)://li2o.enr.staie.nc.us/wi-p/index.htm. if use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): NA
Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): NA
Amount of Non-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres): NA
IX. Environmental Documentation (required by DWQ)
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)?
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 ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Page 10 of 12
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 feel Multiplier Required
Mitigation
1 3
2 1.5
Total
L,one t extenas out ju reel perpencucular from near bank of charnel; 'Lone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
XL Stormwater (required by DWQ)
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.
Existing _Impervious: 0.0 Proposed Impervious: 17,130.5 s.f. Total Acreage: 1.58 Sheet flow
is proposed for the site. No concentrated discharges
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Individual wastewater treatment systems are proposed for each residence both conventional and
peat systems.
XU L Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
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
Page 11 of 12
work schedules (e.g., draw-down schedules far lakes, dales associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Pie w. aS' A3104
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
3306 LI)Ion Court
?r??al.rrrirrlttrrr, N?: 28409-6960
Marc,), is, 2004
Mr.Martin Bead)
Town of Topsail Beach.
820 S. Anderson Blvd.
Topsail :Beack N.C_ 28415
Dear Martin
Subject.: Dredging l'rojt ct. for
Stdnwick Shores
1 nret wAb Jimmy Canady, Charles Derrick, and you on March 15 to discuss spoil deposition
for the dredging project for St,-wurick Shores. Dredging is required to deepen the Water
around the proposed boas slips off the common area pier. The marine contractor, Coastal
Earriiworks, sugges6ecl offloading the spoil nearby at the end of Empie Avenue, then hauling
it by track back to Stanuick Shores to use there as fill material. Smce the end of Empie
Avenue is a dedicated town right of way, permLssion from the town is needrd for submittal
with the CAMA penuit application-
An additional CA-MA rcquixerment is notification of the adjacent npanan landowners. These
are Vince Sh-uble of Raleigh (south side) and Namy Thomason of Atlanta (north side,
residence of Anne Kerr - Nancy's mottter and my mother in law)_ Upon receipt of a
permission lettex £caom the town, notices will be sent to these property owners. The CAMA.
peamit application will be submitted once the naafi receipt confin ataon cards are retLtmeci
Coastal parthwoadrs of Wa3znington is Well suited for small dredging projects. Tom Watten
has a 36 foot landing craft modified with, a crane and bucket for excavation-. The spoil is
deposited on board then offloaded ashore. Last year, Tom used the end of Smith. Avenue to
deposit the spoil from a project near the south cad of the island- This was done oath the
approval of the town-
Use of the spoil deposition area is governed by LAMA regulations. Silt fencing is required
and the area must be returned to its initial condition. As the permit holder, I will be
responsible for the adhere eace to the CAMA requirommts. As we discussed., I would also be
responsible for any damage to town property, should that occur- We will be careful with
loading the spoil on the truck to avoid damage to the pavement- Also, the bmeh and bike
rack at the end of the street nay need to be tempora ly moved. If so, those would be
returned to their original locations.
The project is expected to commeam during June, depemdurg on the pennit approval and
eoxrtractor scheduling. I will keep you posted on the anticipated schedule and give you
advance notice prior to beginning wo& The amount of
dredging is small (vcitlun the criteria
of a CAMA General Permit). Therefore, completion will likely require two weeks or less.
Once the spoil is deposited ashore, it will be moved promptly to the fill site. The offloading
area will be immediately restored to its initial conditiou.
One oiler issue'"+c diS SS:d taus the fwsS W.My ofoffloadirig spoil fox Me tuxlle hospila), Al
'01e Marclr 10 Town Board rrrc:elw, & )can Beaslcv npQrted tbat sboalinb? across lion) the 1.11d) C,
lrospi,fal's salt water it" e was lrdvirrg an adverse impact to their operations. IAN] c l Dave a
dredge xrr the area far Ibe Stani vick Shores project, l would like to assist the turtle hospital.
Accordingly, ] arnn requesting permission from the town to offload their spoil. Similar to tbe
Stanwiek. Shores proje cl., a CAAIA General Permit will be required fox this work.. I will
contad CAAIA officials to consult: on a plan to meet The turtle. bospital's needs and will assist
tbew in obtair?ng a CAMA permt_ Hopefully, we can
v?it3r CAA agree on a relatively simple solution
, in which case I plan to donate file cost of the dredging. This work rfill be
acconV isbed along with the Stam,6ck Shores project in order to minimize the time that the
spoil offloading area is used-
Please send me a letter of your earliest conlrenienCe gaming the above requested pem3ission.
If YD" have any questions, or need further information, please call me at 619-8888_ Thank
you very much for your consideration and assists _
Yours
Paul Magaabosco
Cc. Jimmy Cbnady
Charles Demck
Town of Topsail Beach
820 S_ Anderson Blvd.
Topsail Beach, N_C_ 28445
Jean Beasley
anen Beasley Sea TMAe Rescue & Rehabilitation Center
PO Box 3012
ToPsail Beach, ITC 28445
r 7°WN '/
YOPSA?L
BEAC??
820 S. Atidei-sore L31vd,
1 o1DsU1113>-Od'i, Nodl) Corolit to 213441,:,
1e)e1:)Y)one (9.10) 328-584'1
Fax (9'10) 328- 1 560
3,11c1cb 25, 2004
Mr. Paul Magnabosco
3306 Tipton Court
fiVilmington, North Carolina 2^8409-6960
Reference: . Dredging Project -for SLani,,Tich Shores
Dear Mr. 34agnabosco:
Permission is given by the Town oL Topsail Beach to deposit
spoil at the end of .Fmpi/e avenue subject to the following
conditions: ;W6
3 - That you obtain all necessary permits froir, State and
Federal agencies-
2- That you notify adjacent riparian landowner in
accordance with CAMA_
3- That-you follow CAYii5i reo,•uirements for spoil disposal
area-
4- That you assume all liability and release the town from
any and all liability-
5- That you clean the spoil site up to the satisfaction of
the Public Works Department.
By affixing your signature to the bottom of this letter you
agree with all the above listed requirements.
actin H. Beach
Interim 'T'own Manager
Paul Magnabosco

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Excise Tax
The, attomey prepay this uistrumern has made no record
search or title el:aminai,on as to the property herein described,
unless the same is shown b), his wn'txen and signed certificate.
Excise Tax j (SqD. pt7
F 2Y Parcel Identifier No.: - -
zetum to:
&il after recording to:
This instrument prepared by: Biberstein &
the 1771de -
P. 0.
NORTH CAROLINA GENERAL WARRANTY DEED
DEED
GRANTOR
Covington P. Stanwick and wife, Monique G. Stanmxck

U?. 1? 837'1 j.'?'r
Ir?;;?fl?'d Wot?LBvO?.
?o?do ,
28425.
GRANTEE
Paul.VGT. %gnabosco and wife, Susan K Magnabosco
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors and assigns, and
ball include singular, plural, masculine, feminine or neuter as required by context.
WINESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby
dtnowledged, has and by these presents does grant, bargain, sell and com c),unto the Grantee in fee simple, all that certain lot or parcel
f land situated in the Tomm of Topsail Beach, Topsail Township, Pender Count,, North Carolina and more particularly described as
allows:
Being ail that portion of the lands shown on the map entitled "Final Platof Stanwick Shores", recorded in Map Book 36 at Page
128 (Slide #493) of the Pender County Registry, which lies on the northwest side of the dividing he of Lots 3-6 and Lots. 7-10,
including all of Lots 1-6, the common areas, the private street dm-griated as Bridgers Avenue, and all lands betE': n the :high-
water marl: of Topsail Sound (Batiks Channel) and the said &iding lute of Low 3-6 and .1--W 7-101.
TO IJA\T.A.ND T0110L1) the. aforesaid Iot o). parce
in ke. sin)ple, l of7:)nd anti all prNi3cl cs and apphrrtc:nar)ccs il)crcto 3x:3onl ir)r;' to the. G):hr)tE;e.
lid il)c Gramor uwc3i mis wit]) 11)(". Crantcc., d)at Grrr)ior is seiyed of 1l)r.. pwimsc:s ir) fee sin)pJc, has tl)c 1,T)IIi it) clvey i1)t? San)c ir)
sirnp1c,11321 1111e is mark.etll)le ar)d face and Clear of A CJ7Ctr))7l)ra))C•CS, and tl)at Graw-ol w,11 w2rram and dL'fend 11)e 1)11(: af?airlsl
Iawfol claims of all pusons A0)omsm er c xcepi for the cxcyp ons I)creu)aftcr stat(d.
Title to file Prop. erly hcrelnalxove descnbed Is sul.)jw 10 i])e followiil?,, excptions:
1. Resirictions of'record the Pendcr Count]' Registr},
2. Ad valorem ta?:es for' the year 2003.
3. Rowinc utility easements and liigh\yay D*ghts ofz? ay.
IN WITNESS WHEREOF, the C;rant.or I12s hereunto set ]us ]land and sea], or if corporate, ]IRS caused flm instrument to be
;igned in its corporate name by its duly authoriwd officers and, ts sea] to be ]ierei o affixed by autl)Drit}, o Sts l3Dard of Dnrctors, t1)e
icy and year first above written.
vjt
TATE OF NO TH CAROLI A Monique G. ?a m ick
:OUI\T' OF
a No", Public m and for the aforesaid Count, and State, do hereby certify that Coringtor_ P.
ramie], and wife, Alonigae G_ Stanwid, personally appeared before me this day and acknowledged the due execution of the fomgoirrg
str ment-
Witness my hand and notarial seal this the ?kh day of December, 2003.
Notarj- Public
Cornrnission Expires: -15 ''QWS
a *, ao OFFICIAL SEAL
ki-Al ?- NDtEz y PuLlic, Noth Ccrolina
Cn; try of
Pe cer
KMAELRF. Sf.t D--RS
The foregoing certificate of J No", Public, is certified to be correct. This inst men't
d this certificate are duly registered at the date and tiine and izr the Book and page shown. on the frst page hereof
YTYCCEIMI.SWICEGOOD
1Pendegister of Deeds
By. k(?, 6. [)?-&
Kim's Corel 8 FilesTJNADeeds 2003\Stanwick 1agnabosco2nd.deed.eputyAmish
th Carolina General Wamantp Deed prepared by
.._..a___ 4_ AT_. _1 w ..
U.S. ARMS' CORPS OFFNClN;EFJZ.S
Wilmillgt.011 District
Action k). 200300618 County: Pender Quad: llanypstead
Notification o;l' Jurisdictional Determination
Applicant: Pau) Magnabosco
Magnabosco & Associat.cs, Inc.
Address: 3306 Tipton Court
Wilmington, NC 28409
Telephone: [phone]
Zone: 18 UTM: North: 3804553 East: 257006
Size and Location of Pr-operiy(n,at.erbody, Highway name/number, tolyn, etc.): The property is located adjacent to Topsail
Sound, 0.2 miles south of time Topsail Moiel, off Brunswick Avenue, at 124 Bridgers Avenue, Topsail Beach, Pender County, North
Carolina.
Basis of Determination: Determination is based on a field visit ruade by Ulette Grande on April 2, 2003.
Indicate which of the following apply:
There are wetlands on the above described property which we strongly suggest should be delineated and swveyed. The
surveyed wetland lines must be verified by our staff before the Corps NaU make a final jurisdictional determination on
your property.
Because of the size of your property and our present workload, our identification and delineation of your wetlands cannot
be accomplished in a timely manner. You may wish to employ a consultant to obtain a more timely delineation of the
wetlands. Once your consultant has flagged a wetland line on the property, Corps staff i riU review it, and, if it is accurate,
we strongly recommend that you have the line surveyed for final approval by the Corps. The Corps NaU not make a final
jurisdictional determmation on your property without an approved survey.
X The wetlands on your lot have been d linuted and the limits of Corps jurisdiction have been explained to you.
Unless there is a change in the 12m, or onrnuhlished rennla+rons this dtea-mination m^); be. relied upon for a
period not to exceed five years from the date of this notification
There are no wetlands present on the above described property v?hicb are subject to the permit requirements of Section
404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed three years from the date of tiiis notification.
X The project is located in on of the, 20 Coastal C'o inti s You should conta t the nearest State Office of Coastal
Management to determine. their requirements-
Placement of dredged or fill material in wetlands on tlus property without a Department of the Army permit
is in roost cases a violation of Section 301 of the Clean. Water Act (33 USC 1311). A permit is not required
for work on the property restricted entirely to existing lugli ground. If you have any questions regarding the
Corps of Engineers regulatory prograin, please contact Lillette Granade at [phone].
Project Manager Signature
Date. Att isf 19' 9-003 Expiration Date Ai»g> st 19-1 SURVEY PLAT OR FIELD SKETCH OF DESCRIBED PROPERTY A2008
ND THE WETLAND
DELINEATION FORM MUST BE ATTACHED TO THE FILE COPY OF THIS FORM.
CESAW Form 566
Stanwick Shores S/D
qb
Subject: Stanwick Shores S/D
From: Joanne Steenhuis <[e-mail]>
Date: Mon, 17 May 2004 15:35:42 -0400
To: Cyndi Karoly <Cyndi.Karol [e-mail]>, mike horan <[e-mail]>
CC: John Dorney <[e-mail]>, Rick Shiver <[e-mail]>
Cyndi, Mike:
You will be receiving a 401 application for Stanwick Shores from Paul Magnabosco in Pender County.
This is the same application as the CAMA EXPESS # 04-0712.
When we first reviewed it, they were not going to need a 401, and now with the proposed dredging they
will need a 401. Since they have to cull out the 401 (express or not) from the CAMA Express
applications, this is for the same project as project # 04-0712. I don't know if you need to give it a new
project # or not. Please let me know what you do so I know to look for it in the appropriate place.
Thnnk-0
I er., fc'
IV
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V, 6ki I
1 of 1 5/24/04 10:51 AM
IVA
I ARM..
NCDENR
'orth Carolina Department of Environment and Natural Resource;
Division of Coastal Management
o ?-ir Charles S. Jones, Director William G.
0??fo April 29, 2004
?s 'do EXPRESS PERMIT
MEMOS
TO: Co Oo o ?° 6or .v
'ality'
.dam ?l` Q? °0J,
FROM: ????? ' `rNP
la ,
0 ?tor
Ross Jr., Secretary
WETLANDS 1401 GROUP
APR 3 0 2004
WATER QUALITY SECTION
SUBJECT: C. mit Application Review
0> O
Applicant: Paulo .1wick Shores Subdivision
Project Location: Far northc 140 91 Topsail Beach, Pender County
Proposed Project: The construct, 0 00 0,
community pier, , f .
Please indicate below your agency's positi. o o? 0 o
P' r
May 23, 2004. If you have any questions rez
910-395-3900. When appropriate, in-depth coi.
REPLY: This agency has no objection to
This agency has no comment on the ,
This agency approves of the project only
See attached.
to include dredging, the construction of a
,d, driveways, and utilities.
led project and return this form by
please contact Jason Dail at
;s requested.
recommended changes are incorporated.
This agency objects to the project for reasons described in the attached comments.
SIGNED
DATE
127 Cardinal Drive Extension, Wilmington, North Carolina 28405-3845
Phone: [phone]\Fax: [phone] \ Internet: http://dcm2.enr.state.nc.us
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \10% Post Consumer Paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Paul and Susan Magnabosco, for Stanwick Shores Subdivision
LOCATION OF PROJECT SITE: Located at the far northern end of Bridgers Ave., adjacent to Banks
Channel and Topsail Sound, in Topsail Beach, Pender County.
Photo Index - 2000: 25-325, L, M, N-10 1995:25-307, K, L, M-2 1989:4-173-24, H, I, J-12
State Plane Coordinates - X: 2416467 Y: 230280 GPS File: 0-042117B
3. LNVESTIGATION TYPE: C.AMA/Dredge and Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 4/21/2004
Was Applicant Present - No
5. PROCESSLIG PROCEDURE: Application Received - 4/16/2004, completed 4/28/2004
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Pender County
Land Classification From LUP - Conservation in the AEC and Limited Transition for uplands
(B) AEC(s) Involved: ES, EW, PT
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - None Planned - Individual Septic
(F) Type of Structures: Existing - Single Family Residence
Planned - 6 lot subdivision, driveways, utilities, bulkhead, pier and docks
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
r7uFnr,T:n VTT T'CT%

(A)e d Wetlands 1 1LLL:L LJ j j-1l' K
etated Wetlands 4,200 sq. ft. 440 sq. ft.
FE
ter) (boat basin)
incorporated
5,332 sq. ft. 58,806 sq. ft.
und spoil disposal (1.35 acres)
graded
(D) Total Ar ea Disturbed: 68,778sq ft (1.58 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: Yes
PROJECT SUNEWARY: The applicant is proposing the construction of a 6-lot subdivision to include
dredging, the construction of a community pier and docking facility, bulkhead, driveways and utilities.
Paul and Susan Magnabosco
Page Two
9. PROJECT DESCRIPTION:
The proposed Stanv ick Shores Subdivision is located at the far northern end of Bridgers Ave., adjacent to
Topsail Sound and Banks Channel, in the town of Topsail Beach, Pender County. To get to the proposed
subdivision from Wilmington, head north on US Hwy 17. At the intersection of US Hwy 17 and NC Hwy 210,
turn right onto NC Hwy 210 towards Surf City. Cross the AIWW in Surf City and turn right at the stoplight
onto NC Hwy 50. Travel approximately 3.5 miles south and turn right onto Rocky Mount Lane. Once on
Rocky Mount Lane, take the first right onto Bridges Ave. The property will be located at the terminal end of
Bridgers Ave, on both sides of the street. The property is approximately 200',Mde x 310' long (as measured
from Bridgers Ave.).
Existing development on the property includes an existing single-family residence. The applicant has indicated
that the existing residence will be demolished and moved off site prior to the construction of the proposed
development. Elevation at the tract averages from 2' to 9' above MSL. The property consists of approximately
1.58 acres and contains a small strip of maritime forest (live oaks) along the northern section of the tract. The
highground portion of the tract (going from NC Hwy 50 towards the sound) has vegetation that consists of.
Live Oaks (Quercus virginiana), Catbriar (Smilax sp.), a few Red Cedars (Juniperus virginiana), Wax myrtles
(Myrica cerifera) and Yaupons (Ilex vomitoria). A section of coastal marsh exist along the western shoreline
(approximately 170' wide by 170' long) and consists primarily of Smooth Cordgrass Marsh (Spartina
alternii fora) and Black Needle Rush (Juncus roemarianus). Upper coastal wetlands species such as Salt Grass
(Distichlis spicata), interspersed with Sea Lavender (Limoium carolinanum), Salt Meadow Hay (Spartina
patens) and Sea Oxeye (Borrichia frutescens) complete the transitional area to the high ground.
The waters of the Topsail Sound and Banks Channel, adjacent to the proposed project area, are classified as
"SA" by the Division of Water Quality. This section of Topsail Sound is NOT designated as a Primary
Nursery Area by the Division of Marine Fisheries. According to maps provided by Shellfish Sanitation, the
area is OPEN to the harvesting of shellfish.
PROPOSED PROJECT: The applicant is proposing to develop a 6-lot, 1.58 acre tract for use as a residential
subdivision. The applicant is proposing the installation of a driveway/access road that would begin at the
entrance of the property, along Bridgers Ave. The driveway would continue straight through the center of the
property and terminate between lots 2 and 3. Individual driveways would extend towards the east and west
from the main access road. The applicant has indicated that the future property/lot owners would be applying
for individual CAMA Minor Permit to construct the privately owned residential structures associated with the
subdivision.
In addition to the upland development, the applicant is also proposing to construct a bulkhead and a
community pier and docking system to accommodate the residents of the subdivision. The bulkhead, as
proposed, would be located on the high ground portion of the property landward of the "404" wetlands line.
The proposed pier would extend in an easterly direction and would leave the high ground portion of the deeded
common area, located in the west central section of the tract. The applicant has deeded a 6' wide by 125' long
walkway to the homeowners for future use of the pier and docks. The pier (6' x 188') would begin at the
bulkhead and continue west towards Topsail Sound. An elevated 8' x 23' platform ("T-head") would be
located at the terminal end of the pier and would run from north to south. Four (4) fixed finger piers (two on
each side of the access pier) would provide access to each of the eight (8) proposed slips. The four (4) finger
piers would measure 4' x 16' and would be located perpendicular to the access pier.
Paul, and Susan ?Iagnabosco
Page Three
The applicant is also proposing to dredge a 60' x 70' x -6'area around the proposed pier and dock to obtain
adequate water depths for vessel dockage. The applicant proposes to use a bucket and barge to complete
excavation around the proposed pier and docks. The applicant is requesting a final project depth of -6 feet at
normal low water (NLW). According to the permit application, existing water depths vary from -2.5' to -6.0'
at NLW. The project would generate approximately 270 cubic yards of spoil material. The spoil disposal area
would be located along the western sides of lots 1 and 2, upland of all coastal and "404" type wetland species.
The material would be used to fill the area behind the proposed bulkhead. The dimensions of the disposal area
would be 31' x 172'. The material would be off-loaded at the western end of Empie Ave. (located one (1)
block south of the project site) and then transported to the proposed disposal area. Existing site characteristics,
primarily the existence of coastal wetlands along the western property line, make it impossible for the applicant
to move the dredged material directly onto the property from the proposed dredge location. The applicant has
received approval from the Town of Topsail Beach, to temporarily store the dredged material in the Town
right-of-way during dredging. The material would be placed behind a silt barrier and would be located a
minimum of 30' landward of Normal High Water (NIHW) or behind any "404" type or coastal wetlands.
10. ANTICIPATED IMPACTS
The construction of the proposed access road into the subdivision, driveway access, and the grading of the
property for lot preparation, would result in the disturbance of approximately 58,806 sq ft (1.35 acres) of high
ground. The proposed dredging would impact approximately 4,200 sq ft of shallow bottom area around the
proposed pier and docks. The proposed pier and docks would incorporate approximately 440 sq ft of estuarine
waters and public trust area. The disposal area for the dredging would impact approximately 5,332 sq ft of
high ground. The area of disturbance resulting from the construction of the bulkhead would be the same as the
spoil disposal area. These two areas overlap, and as such; no calculations were included for bulkhead
disturbance. Total impervious surface coverage within the 75' Estuarine Shoreline AEC would be 11.0%. The
applicant has applied for a State Stormwater Permit with the Division of Water Quality (Permit
No.SW8040423). T he p ermit, o nce i ssued u rider t he 1 ow-density (30%) o ption, w ould r estrict t he t otal
maximum built-upon area of the subdivision to 0.263 acres per unit.
Submitted by: Jason Dail Date: April 29, 2004 Office: Wilmington
Forni DCN1-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
P
i
F h. Projects that require a CAMA Major Develo
ment
erm
t,
orm DCM-MP-I. Be sure to complete all p
Permit may also require a Stormwater Certif
c
i

other sections of the Joint Application that relate to this i
at
on.
Has a site development plan been submitted to th

proposed project. e
Division of Environmental Management for review?

a. Type and number of buildings, facilities, units or x Yes No
If yes
date submitted
structures proposed 6 residences ,
i. Describe proposed method of sewage disposal

b. Number of lots or parcels 6 Plus common area .
Tndividuat septic systems

c. Density (give the number of residential units and the
i j. Have the facilities described in Item i. above
received state or local approval? P
un
ts per acre) 6 , 1 . 58 acres= 263 - r o (dnach appropriwe documentation)
pCY iii: i
k. Describe location and type of proposed discharges to
d. Size of area to be graded, filled or disturbed
including roads
ditches
etc
/ waters of the state (for example, surface runoff,
,
,
. +
-1.35 acres sanitary wastewater, industrial /commercial effluent
.
"wash down" and residential discharges).
Surface runoff only
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at _
least 30 days before land disturbing activity begins.
If a
licabl
h 1. Describe proposed drinking water supply source
pp
e,
as a sedimentation and erosion (e.g. well, community, public system
etc
)
control plan been submitted to the Division of Land ,
.
Muniql-p,al system (Town of Topsa i i

Resources? X Yes No
,
'Beach)
`
,.
If yes, date submitted rn". Wilt water be impounded? Yes x No
If rs, how many acres?
f. List the materials (such as marl, paver'? `stone,
?Uv?
asphalt, or concrete) to be used for paved surfaces.
?`
ABC If therproject
is a oceanfront development when
Gravel, Pervious Asphalt,,,'

Pervious concrete
-
- _
= `. Cw?xhe i.Qs)?platted and recorded? NA
A
counte a
s .
impervious in density and runioff-•-?- r
calculations iP4VL W, /V1k"+60SCo
g. Give the percentage of the tract within 75 feet of Applicant or Project Name
MHW or NWL, or within 575 feet in the case of an
ikAk W?
Q
Outstanding Resource Water, to be covered by
i S
mature
mpervious and/or built-upon surfaces, such as
pavement
b
ildi ?MVU
8
2Od4
,
u
ngs, rooftops, or to be used for Y
.
vehicular driveways or parking. 11% of lots 1-2 Date
Revkr-rt nvoc
Form DCM-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes x No
f. Does the disposal include any area in the water?
Yes x No
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes x No
If yes,
(1) Dimensions of fill area -v
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
x Bulkhead Riprap
b. Length 178.91
c. Average distance waterward of MHW or NWL
N/A (upland averaae:201)
d. Maximum distance waterward of MHW or NWL
N/A (upland Max:75')
e. Shoreline erosion during preceding 12 months
None
( S o u s e o f i n f o r " W d o n ) V l C T 1 a 1 i n c r 6 C t i Q44
f. Type of bulkhead or riprap material ?=T1, r
PT lumber wall with PT 111;her cap
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap None
(2) Bulkhead backfill ?\Tnna
h. Type of fill material NT I A
i. Source of fill material
N/A
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilisation)
(2) purpose of fill N/ A
5. GENERAL
If yes,
(1) Amount of material to be placed in the
water None
(2) Dimensions of fill area N/A
(3) Purpose of fill N/A
a. How will excavated or fill material be kept on site
and, erosion controlled?S i l t fence, bulkhead,
and filter fabric on upland face of
bulkhead
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
Backhoe, Dump Tru k
c. Will wetlands be crassed in transporting equipment
to project site? : Yes No
If yes, explain steps that will be taken to lessen
environmental impute.

a. Will fill material be brought to site?
Yes X_ No -
1/\ a. Ro
l H - S y?{
NO
Reed A319S
Form DCA'i-'III'-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-Mp-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Average Final
Existing Project
Ltagth Ridth DeDth Denth
Access
channel
(MLw? or (n'WL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreiine
stabilisation)

"2.5'
^•60' ^-70'
to ,-6.0
6.0'

• ••'`.;:

Y K •L..6:F,tit1•.}yYt?•,.ri S}.l•:f...•:•: :'n\Q•?
-1721 -31, A.. 2 .0 1
to
to
4.0'
-5,:0'
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards _ '/-268 c . y .
b. T}Tpe of material to be excavated aa
bottom of Banks Channel
c. Dries the area to be excavated include coastal
wet ands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes x-_ No
d. Highground excavation in cubic yards N/A
2. DISPOSAL OF EXCAVATED
NLATERIAL
a. Location of disposal area Lots 1 L 2, above
404 line. No excavated material will
be deposited in wetlands.
b. Dimensions of disposal area 167' x 24
c. Do you claim title to disposal area?
x Yes No
If no, attach a letter granting permission from the
owner.
_d_ Wilt- a disposal area be available for future
maintenance? Yes x No
If yes, where?

Form DCAi-NIP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
Name Pain T1T. Ma?nabo?cn (t ?aRr; ?rtArG I certify that I am authorized to grant, and do in fact.
AddressAve.) 3306 Tipton Ct. , Wilmington grant permission to representatives of state and federal
Phone NC, 28409 910-799-6748 review agencies to enter on the aforementioned lands in
connecJon with evaluating information related to this
Name Greg Schmidt (7 Banks Channel Dr. ) Coject.
rmit application and follow-up monitoring of the
Address 512 E. Hill St. , Warsa?*, NC 2839Phone
910-293-7117 Name Thomas G. & Elizabeth Beekincrhaml further certify that the information provided in this

Address PO Box 3492 r application is truthful to the best of my knowledge.
Phone Topsail Beach, NC 28445
i
th
d
-
M?
Thi
• A list of previous state or federal permits issued for s
s
e
ay of v
, +9
work on the project tract. Include permit numbers.-
i "Print Nair?ie AV L W. MA W#605co
perm
ttee, and issuing dates.
?
None
W• C-C?
l? P6LAA
Signature
dox?srr or Awhorizrd Agert -
d
4
• A check for $250 made payable to the De? 1e ,fair ='?Islease indicate attachments pertaining to your proposed
Environment, Health, and Natural `Resources project.
(DEHNR) to cover the costs of processing the
application. X DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
• A signed AEC hazard notice for projects in DCM MP-4 Structures Information
oceanfront and inlet areas. DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
• A statement of compliance with the N.C.
Environmental Policy Act (N
C
G
S
113A - 1 t NOTE: Please sign and date each attachment in the
.
.
.
.
o
10) If the project involves the expenditure of public space provided at the bottom of each form.
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
Form D01-SIP-1

4. LAND A.NTD WATER m. Describe existing wastewater treatment facilities.
There is one septic system servici
CHARACTERISTICS the existing residence The syste:
will be removed.
a. Size of entire tract 1 . 58 acres n. Describe location and type of discharges to waters

b. Size of individual lot(s) 0. 151- 0.440 acres of the state. (For example, surface runoff, sanitary
wastewater, industrial /commercial effluent, "wash

c. Approximate elevation of tract above MHW down" and residential discharges.) surface
run-off only
or
NWL_T.ntG 1-7• n'-7' nts 6.4'9'
(proposed topography)
d. Soil type(s) and texture(s) of tract o. Describe existing drinking water supply source

Sand below organic topsoil .
The existing residence is connecter

e. Vegetation on tract
t; to the municipal water system
mo
va GT„a i i t rPP? &
_shrubs
f. Man-made features now on tract one house on
lots 1&2 5. ADDITIONAL INFORMATION
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the /om] land use plan addition to the completed application form, the
fo
following items must be submitted:
? Conservation Transitional
Developed Community A copy of the deed (with state application only) or
Rural Other other instrument under which the applicant claims title

h. How is the tract zoned by local government? to the affected properties. If the applicant is not
claiming to be the
f

&& R4 owner o
said property, then
forward a copy of the deed or othe
i
t
r
ns
rument under
which the owner claims tide, plus written permission
i. Is the proposed project consistent with the applicable from the owner to carry out the project.
zoning? -.x__ Yes No
(Anach zoning cornpGanct cerfificatt, if apPLi=bkl • An accurate, dated work plat (including plan view

j. Has a professional archaeological assessment bee and cross-sectional drawings) drawn to scale in black
n
done for the tract? y? x No
If
r
? ?an 8 1/2' by 11 " white paper. (Refer to
" Coastal Resources Commissio
°
R
l
7J
020
yes,
Y-rr
whom? .
n
'C r
u
e
.
3 for a
8e6iled de
i
i
scr
pt
on.)
Y
k. Is the project located in a National Regi9tered
Historic District or d
i
i
-
' Pease nog that original drawings are preferred and
fi q
oes
t
nvolve EF
National
? 6
Register listed or eligible property? only htk
uality copies will be accepted. Blue-line
fifn

Yes -x- No ,Y
s,o -0er larger plats are acceptable only if an
1"
ck u-ite number of qualit
co
ies ar
id
d

C0 PS
1. Are there wetlands on the
it .
y
p
e prov
e
by
'
applicant. (Contact the U.S. Army Corps of
s
e. x Yes No
Coastal (marsh) x Oth
404 Engineers regarding that agency's use of larger
er
If yes, has a delineation been conducted? drawings.) A site or location map is a part of plat
i
YES
(A"a°' documen r on. 'f availabL-) requ
rements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
Form DC.N1-'!fP-1
APPLICATION
(To be completed by all applicants)
b. City, town, community or landmark
1. APPLICANT
a. Landowner:
Name Paul W. Magnabosco & Susan K.
Magnabosco
Address 3306 Tinton Ct
City
Wilmington
State NC
Zip 28409 Day Phone [phone]
Tn.S_ai 1 RParh
c. Street address or secondary road number
Bridaers Ave. (North end)
d. Is proposed work within city limits or planning
jurisdiction? x Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) - Ra n lr c (ha nn_A 1
3. 'DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
Fax [phone]
b. Authorized Agent:
Name R. Mark Walton, Walton Enaineerincy-
Address PO Box 895
City
Burgaw
State NC
Zip 28425 Day Phone [phone] b
2.
List ` all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Residential housing with paved roa
water iines, in i.vi ua septic
systems,
tMied pier, dredying around pier
bulkhead
Is the proposed activity maintenance of an existing
project, new work, or both? new- work
Fax [phone]
` c .? the project be for public, private or commercial
?use? private
Project name (if any) Stanwick -Shores
Section;lQ_ne
r -j? d. CC e a brief description of purpose, use, me:tbods of
construction and daily operations of proposed
N07F Pcrrrit will be issued in name of Q??JJea• If more space is needed, please attach
lm+dawner(sf,; mtdlor
Yadditional pagesS. an_dard construction
project name. activities associated with paved oi
construction, installation of Ovate]
lines, telephone cables, power
LOCATION OF PROPOSED utilities, pier construction,
excavation aroun oa slips an
PROJECT at
a. County Pender systems, an Mix a construct ion
Form DCM-MP4
STRUCTURES,
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major N/A e. Mooring buoys
Permit, Form DCM-MP-1. Be sure to complete all (1) _ Commercial -Community _ Private
other sections of the Joint Application which relate to (2) Number
this proposed project.. (3) Description of buoy
(Color, inscription, size, anchor, etc.)
a. Dock(s) and/or Pier(s)
(1) ^ Commercial -Community x Private
(2) Number 1
(3) Length 198 feet
(4) Width 6
(5) Finger Piers x Yes No
(i) Number 4
(ii) Length 16 feet
(iii) Width 4 feet
(6) Platform(s) Yes x No
(i) Number
Ci) Length
(iii) Width
M Number of slips proposed 8
(8) Proximity of structure to adjacent riparian
property lines See Plan
(9) Width of water body 1056 ft
(10) Water depth at waterward end of pier at
MLW or NWL 6. 5 f t
N/A b. Boathouse (including covered lifts)
(1) Commercial Private
(2) Length
(3) Width
N/Ac. Groin (e.g. wood, sbeetpile, etc.)
(1) Number
(2) Length (s)
N/A d. Breakwater (e.g. wood, sheetpile, etc.)
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands
(4)
(5)
be placed beyond
f. Mooring structure (boatlift, mooring pilings, etc.)
(1) „_ Commercial -Community x Private
('?) Number 6 A*' x ..hA.
(3) Length N/A
(4) Width N/A
g. Other (Glw co,gptek dcrerod-)
Dock at end of T)ier 8' x 23'
M0.r WC r\
r/
rLU

Width of water body _
Distance buoy(s) to
shoreline
Rued "
10. Silt fencing will be removed after completion of construction on individual lots. (On a lot
by lot basis).
11: Erosion control measures other than those shown on the plan will be installed should the
need arise.
NOTE: Water pumped from sewer/water system construction areas will be pumped into a
"Dirtbag" filter bag for filtering prior to discharge to overland flow.

Project Narrative
For
Stanwick Shores, Section 1
The application is for a low density development draining to Class SA waters via sheet flow
with no concentrated discharges.
The project proposes to subdivide a 1.58 acre parcel into 6 individual lots.
At the present time the majority of the parcel is covered by native grasses, shrubs, and trees.
Land disturbing activity to be undertaken includes:
• Installation of silt fence
• Installation of 50' min. gravel construction entrance
• Construction of one road, paved with impervious asphalt
• Construction of a bulkhead
• Construction of a pier, including excavation/dredging around boat slips
• Installation of utilities
Roads will be private roads. A 30' right-of-way will be established for the roads. The paved
roadway will be 20' wide.
Construction will take place as follows:
1. A temporary gravel construction entrance a minimum of 50' long will be established.
2. Silt fencing will be installed.
3. Establish vegetation in designated areas per seeding specifications. _
4. The paved road will be constructed.
5. The bulkhead will be constructed.
6. Dredging will be performed and dredge spoils will be placed behind the bulkhead.
7. The pier will be constructed.
8. Silt fencing will be removed after the road is built and permanent vegetation has been
established.
9. Silt fencing will be installed prior to construction on individual lots. (On a lot by lot
basis).
I
c
I
Reproduction of USGS Hampstead
Figure Quadrangle
Pender County, NC
7.5 Minute Series (ropographic)
Site Location Map
Stanwick Shores
Section 1
Topsail Beach, NC
WALTON ENGINEERING
I ----- --- I-r - a: q- - -1 ? ?

s
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WVy p
3 6 V
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m m
a
C ? O
3LlYYSY Rim
WA BOOK J AT PACE 66
DM BOOK 330 AT PA-- 169
PChOER C.OLW Y REC7STRY
/0emb
1. =Mdm w Wham K Now aY rM.
i AL aSDNCiS AK /RaaiamaW1gmwo rII.a IQ¢!pp/1Z
J. .ML\ apY'N7L7 K N[ l0}IaG
LEGEND:
YXVM MAP OM4
404 WETLANDS
AREA 0.296 t - AC.
- - - - EASEHENT LWE
O OS (DOSTIKC IRON STAKE)
ZS (IRON STAKE SET)
E7P (vase o IRON Apo
ECM (I:7OMTWG CONCRETE MCWUMOVO
Ri1r RKW-CF-KAY
CDOER UNE
PROPERTY LWE
NON-SURVEYED "NE
'THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE BOUNLIARY
OF THE JURISDIC770H OF SECTION 404 OF THE CLEAN WATER ACT AS DETERMINED
BY THE UNDERSIGNED ON THIS DATE UNLESS THERE IS A CHANCE IN THE LAW OR
OUR PUBLISHED REGULA77ONS THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR DETERMINATION WAS MADE UTILIZING THE 1987 CORPS OF
ENGINEERS WETLANDS DELINEATION MANUAL'
NaNE _?p? ???
77TL.E - sec Sf ,` ?,v1+o
DATE j
L25
?,NE ?ryk
.W?ZER ? '` L23
POINT O EDGE OF
CONCRETE BULKHEAD
WATER UNE / VEGETATION LINE
Course Bearing Distance
L21 N 53'45 14 E 33.08
L22 N 67-10-32- E 3 .07
L23 N 70'38 28 41.42
L24 N 45'27 30 E 32.52
L25 N 87'41 38 2 .30
L28 N 8537'38- 'E .88
WETLANDS TABU:
Course Bearing Distance
1 058 W 19.90
L2 S 74'3.4'37--W 7.45
L14 S 85' D 2e W 37.42
L15 Be it 0 W 32.4
L18 S 54-39-33- W 58.82'
L17 S 6-12-50- W 24.04
/ `1z i 05
A.?
N
N?
J 0
6
L17 r--" - EXSnNG BULKHEAD
?O N NcT
? DP
'=- TOPSAIL SOUP
4,04 WETLANDS SITE-
S. AND ON BLVD
POINT
\?2b
c+?
0
ao yr''
a NG
EIP a
m2 `?
rr
N
?Z STANWRCC HEIRS
OB 330, PG 189

0
1
Michael F. Easley, Governor
?0?- W AT p-R p William G. Ross Jr., Secretary
`O Gy North Carolina Department of Environment and Natural Resources
? r
> Alan W. Klimek, P.E. Director
O Division of Water Quality
December 2, 2004
DWQ Project # 04-0712
Pender County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Paul and Susan Magnabosco
3306 Tipton Court
Wilmington, NC, 28409
Subject Property: Proposed Stanwick Shores Subdivision
Topsail Sound (Class SA HQW)
REQUEST FOR MORE INFORMATION
Dear Mr, and Ms. Magnabosco:
On August 3, 2004, the Division of Water Quality (DWQ) Central Office in Raleigh received your
revised application to dredge 0.071 acres of Submerged Aquatic Vegetation (SAV) habitat to construct
the proposed Stanwick Shores subdivision. Ms. Joanne Steenhuis of the DWQ Wilmington Regional
Office visited the project area and determined that your project, as proposed in the August 3, 2004
submission, would result in the removal and degradation of significant uses within this area of Topsail
Sound. On September 28, 2004, we advised you that we had not received compelling evidence that the
project must be built such that SAV impacts are incurred On October 18, 2004, we received your revised
application to impact 0.068 acres of Submerged Aquatic Vegetation habitat. After careful review of your
application for avoidance and minimization of impacts and removal or degradation of existing uses as
required in 15A NCAC 2H .0506(d), we are hereby notifying you that your request to dredge in SAV
habitat included in the Division of Marine Fisheries' definition of Critical Habitat Areas is denied. Please
note that we do not have fundamental objections to the construction of a subdivision at this location with
an associated community pier. However, we believe that the community pier can be relocated to avoid
SAV impacts altogether.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that no impacts requested within your application are authorized (at
this time) by the DWQ. If you wish to contest this Denial, you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written
petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714.
Sincerely,
A W K/cbk
Alan W. Klimek, P.E.
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands
NorthCarolina
Naturallil
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Paul and Susan Magnabosco
Page 2 of 2
December 2, 2004
cc: Joanne Steenhuis, DWQ Wilmington Regional Office
USACE Wilmington Regulatory Field Office
Ken Jolly, USACE Wilmington District Office
Margaret Eagles, Attorney General's Office
Kathy Cooper, Attorney General's Office
Dr. Garland Pardue, USFWS, Raleigh
Jason Dail, Division of Coastal Management
Doug Haggett, Division of Coastal Management
Fritz Rohde, Division of Marine Fisheries
File Copy
Central Files
Filename: 0407 12Stanwick(Pender)DEN
Permit Denial
Subject: Permit Denial
From: Noelle Nutheran <[e-mail]>
Date: Wed, 03 Nov 2004 10:50:28 -0500
To: Cyndi Karoly <cyndi.karoly @ ncmail. net>, John Dorney
<j ohn.dorney @ ncmail.net>
CC: Joanne Steenhuis <Joanne. Steenhuis @ ncmail. net>
I need to know what to do next to deny a 401 application. The
additional info is not satisfactory. The impacts are avoidable and
the applicant can still have a dock and slips with a sufficient
amount of water at low tide without dredging SAVs or SAV habitat.
The cumulative impacts of allowing this are not reasonable. If we
allow every property owner along the ICWW to dredge even a small
amount of SAVs, essential fish habitat will ultimately be destroyed,
removing the existing use of the waters.
If we have not denied permits in the past (which I am finding hard
to believe), we need to quickly get legal guidance on how to do so.
I need your assistance.
Thank you, Noelle
DWQ Project # 040712 Maganbosco
1 of 1 11/4/2004 11:16 AM
Michael F. Easley, Governor
W AT ARP
William G. Ross Jr., Secretary
?O G North Carolina Department of Environment and Natural Resources
? r
Alan W. Klimek, P.E. Director
Division of Water Quality
September 28, 2004
DWQ Project # 04-0712
Pender County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Paul and Susan Magnabosco
3306 Tipton Court
Wilmington, NC, 28409
Subject Property: Proposed Stanwick Shores Subdivision
REQUEST FOR MORE INFORMATION
Dear Mr. and Ms. Magnabosco:
On August 3, 2004, the Division of Water Quality (DWQ) Central Office in Raleigh received your
revised application to dredge 0.071 acres of Submerged Aquatic Vegetation (SAV) habitat to construct
the proposed Stanwick Shores subdivision. Ms. Joanne Steenhuis of the DWQ Wilmington Regional
Office visited the project area and determined that your project, as proposed in the August 3, 2004
submission, would result in the removal and degradation of significant uses within this area of Topsail
Sound. After careful review, it has been determined that your application contains insufficient evidence
to conclude that your project must be built as it is currently proposed. Specifically note the concerns that
are listed below. Please provide us with additional information justifying why the proposed impacts must
occur, or a modified application containing a plan to minimize said impacts. At that point, we will further
review your application for avoidance and minimization of impacts as required in 15A NCAC 2H
.0506(b):
Additional Information Requested:
Impact Justification (Avoidance and Minimization)
It should be noted that the impacts to Submerged Aquatic Vegetation habitat were not described in
your original application dated May 13, 2004, and instead the application referred to impacts to
waters. Therefore the application did not provide an accurate representation of the project impacts
for review by all of the state and Federal regulatory or review agencies involved. The Division of
Marine Fisheries (DMF) noted that SAV habitat areas are included in their definition of Critical
Habitat Areas. In two separate items of correspondence dated June 28 and July 20, 2004, DMF
requested re-design of the plan to avoid dredging in SAV habitat or to re-design the project to reduce
impacts and attempt mitigation by relocation of SAV clumps. Furthermore, in correspondence dated
July 1, 2004, the DWQ Wilmington Regional Office notified you that DWQ would not object to the
project if dredging in SAV habitat was removed from the project design. To date, we have received
from you a modified site plan, which would reduce SAV impacts from 0.09 acres to 0.071 acres.
This resulted from a minor reduction in the dredging area and the removal of one of eight boat slips
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] / Internet: htto://h2o.enr.state.nc.us/ncwetlands
ohCarolma
Nre
Naturally
Paul and Susan Magnabosco
Page 2 of 2
September 28, 2004
from the community pier. However, to date, we have not received compelling evidence that the
project must be built such that SAV impacts are incurred. You have not articulated why the
community pier must be placed between the two waterfront lots. For example, the community pier
could be relocated to either side, in front of either of the two waterfront lots. We have observed no
physical constraints on the property that would preclude the relocation of the community pier and the
avoidance of SAV impacts.
Again, please note that DWQ does not have fundamental objections to the subdivision project,
provided that the SAV resources are preserved.
Please respond within three weeks of the date of this letter by sending this information in writing to me
and Joanne Steenhuis of the DWQ Wilmington Regional Office at 127 Cardinal Drive Extension,
Wilmington, NC, 28405. If we have not received a written response from you within three weeks, we
will assume that you no longer want to pursue this project and we will consider your application to be
withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that no impacts requested within your application are authorized (at
this time) by the DWQ. Please call Ms. Cyndi Karoly at 919-733-1786 or Joanne Steenhuis at (910) 395-
3900 if you have any questions regarding or would like to set u?. a meeting to discuss this matter.
Sincerely,
Cyndi Karoly,
DWQ, 401 Oversight/Express Permitting Unit
JRD/cbk
cc: Joanne Steenhuis, DWQ Wilmington Regional Office
USACE Wilmington Regulatory Field Office
Ken Jolly, USACE Wilmington District Office
Margaret Eagles, Attorney General's Office
Kathy Cooper, Attorney General's Office
Dr. Garland Pardue, USFWS, Raleigh
Jason Dail, Division of Coastal Management
Doug Huggett, Division of Coastal Management
Fritz Rohde, Division of Marine Fisheries
File Copy
Central Files
Filename: 040712Stanwick(Pender)HOLD
INN H r?9
OG
r
May 12, 200.1
CERTIFIED MAIL: 7002 1000 0005 2389 8003
RETUP-N RECEIPT REQUESTED
Paul and Susan Macnabosco
3306 Tipton Court
Wilmington, NC 25409
Dear Mr. and Mrs. Macnabosco:
Michael F. Easley, Govcmor
William G. Ross Jr., Scant: ry
Nonh Carolina Department of Emironment and Natural Resoutres
Alan W. }:lime}:. P. E. Director
Division of Water Quality
Coleen H. Sullins, Dcputy Director
Di%ision of Watcr Quality
SUBJECT: 10.101 APPLIED FOR
Stamsick Shores Subdivision
Topsail Beach, Pender County
The Wilmington Regional Office has re\•iew'ed your C.kMA Major Express Permit application. The Office
has found that you will also need to apply for a 401 Rater Quality Certification for the proposed new dredging. The
C.AMA Express Permit only deals with the CANNA permit by itself and will not be a valid permit without the 401
certification. In order to get the necessary 401 certification required for your project, you will to need to apply for it
separately. There are two gays that you can approach this requirement:
1) The Express Permitting process
2) The normal route for the 401 certification
With the Express application, you will need to complete the enclosed application for the 401 (see also
enclosed Express application directions) and include a S 1000.00 check made out to the Division of Water Quality
and send it to:
Joanne Steenhuis
401 Express Permit
127 Cardinal Drive Extension
Wilminmon, \C 25405
To apply through the normal route, you will need to complete the enclosed application and include a check
for S200.00 made out to the Division of Rater Quality and send seven (7) copies to:
Cyndi haroly
401 Wetlands Unit
2321 Crabtree Blvd.
Raleigh, NC 27604.
Thank you for your attention to this matter. If you have any questions, please do not hesitate to call me
[phone].
,Sincerely,
/ /???jN??.`'
IS7oanne Steenhuis
Environmental Specialist III
Enclosures
cc: R. Mark Walton - Consultant Henry Ricker - Corps of Engineers Rihttincton
C}ndi Karoly -Wetlands Group Jason Dail - Division of Coastal Management
WiRO `
N. C. Di%iSion of 11•21c7 Q=l;t.
1Ci;mingto n Rccional Oflicc
127 Cardinal Dacc Eatension
Wilminmon. NC 25405
(910) 2 95-2 900 Customer Service
(910) 350-200; Fax 1 S(YJ 62:-774S
AM
M KR
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
April 29, 2004
EXPRESS PERMIT
MEMORANDUM
WETLANDS 1401 CROUP
TO:
FROM:
Mr. John R. Dorney
Division of Water Quality
Jason Dail
Express Permits Coordinator
S`r t'f'Y r
APR 3 0 2004
SUBJECT:
Applicant:
Project Location:
Proposed Project:
CAMA/DREDGE & FILL Permit Application Review
WATER QUALITY SECTION
Paul & Susan Magnabosco for Stanwick Shores Subdivision
Far northern end of Bridgers Avenue, Topsail Beach, Pender County
The construction of a 6-lot subdivision to include dredging, the construction of a
community pier and docking facility, bulkhead, driveways, and utilities.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
May 23, 2004. If you have any questions regarding the proposed project, please contact Jason Dail at
910-395-3900. When appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are incorporated.
See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
127 Cardinal Drive Extension, Wilmington, North Carolina 28405-3845
Phone: [phone]\Fax: [phone] \ Internet: http://dcm2.enr.state.nc.us
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \10% Post Consumer Paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
a.
APPLIC:%\°T'S N.-%-\IE: Paul and Susan Aiagnabosco, for Stamvick Shores Subdivision

LOCATION OF PROJECT SITE: Located at the far northern end of Bridgers Ave., adjacent to Banks
Channel and Topsail Sound, in Topsail Beach, Pender County.
Photo Index - 2000: 25-325, L, M, N-10 1995:25-307, K, L, M-2 1989:4-173-24, H, I, J-12
State Plane Coordinates -1: 2416467 Y: 230280 GPS Rile: 0-042117B
3.
INNTSTIGATION TYPE: CAMA/Dredge and Fill
4.
INVESTIGATIVE PROCEDURE: Dates of Site Visit - 4/21/2004
Was Applicant Present - No
PROCESSING PROCEDURE: Application Received - 4/16/2004, completed 4/28/2004
Office - Wilmington
SITE DESCRIPTION:
(A) Local Land Use Plan - Pender County
Land Classification From LUP - Conservation in the AEC and Limited Transition for uplands
(B) AEC(s) Involved: ES, EW, PT
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - None Planned - Individual Septic
(F) Type of Structures: Existing - Single Family Residence
Planned - 6 lot subdivision, driveways, utilities, bulkhead, pier and docks
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7.
HABITAT DESCRIPTION: [AREA]
DREDGED FTT T FT) nTNTZT?

- -----------------
(A) Vegetated Wetlands
Coastal ------ --
-------------- v a_?aa.s
(B) NTon-Vegetated Wetlands 4,200 sq. ft. 440 sq. ft.
(open water) (boat basin) incorporated
(C) Other 5,332 sq. ft. 58,806 sq. ft.
High ground spoil disposal (1.35 acres)
graded
(D) Total Area Disturbed: 68,778sq ft (1.58 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: Yes
8.
PROJECT SUINDIARY: The applicant is proposing the construction of a 6-lot subdivision to include
dredging, the construction of a community pier and docking facility, bulkhead, driveways and utilities.
taut and Susan 'Mannabosco
Pane Two
9. PROJECT DESCRIPTION:
The proposed Stamvick Shores Subdivision is located at the far northern end of Bridgers Ave., adjacent to
Topsail Sound and Banks Channel, in the town of Topsail Beach, Pender County. To get to the proposed
subdivision from Wilmington, head north on US Hwy 17. At the intersection of US Hwy 17 and ITC Hwy 210,
turn right onto NC Hwy 210 towards Surf City. Cross the AIWW in Surf City and turn right at the stoplight'
onto NC Hwy 50. Travel approximately 3.5 miles south and turn right onto Rocky Mount Lane. Once on
Rocky Mount Lane, take the fast right onto Bridges Ave. The property will be located at the terminal end of
Bridgers Ave, on both sides of the street. The property is approximately 200' wide x 310' long (as measured
from Bridgers Ave.).
Existing development on the property includes an existing single-family residence. The applicant has indicated
that the existing residence %vill be demolished and moved off site prior to the construction of the proposed
development. Elevation at the tract averages from 2' to 9' above MSL. The property consists of approximately
1.58 acres and contains a small strip of maritime forest (live oaks) along the northern section of the tract. The
highground portion of the tract (going from NC Hwy 50 towards the sound) has vegetation that consists of
Live Oaks (Ouercus virginiana), Catbriar (Sndlaxsp.), a few Red Cedars (Junipents virginiana), Wax myrtles
(Afyi ica cerifera) and Yaupons (Ilex vomitoria). A section of coastal marsh exist along the western shoreline
(approximately 170' wide by 170' long) and consists primarily of Smooth Cordgrass Marsh (Spartina
alteniiora) and Black Needle Rush (Juncus roen:arianus). Upper coastal wetlands species such as Salt Grass
(Distichlis spicata), interspersed with Sea Lavender (Linioiuni carolinanum), Salt Meadow Hay (Spartina
patens) and Sea Oxeye (Borrichia fiutescens) complete the transitional area to the high ground.
The waters of the Topsail Sound and Banks Channel, adjacent to the proposed project area, are classified as
"SA" by the Division of Water Quality. This section of Topsail Sound is NOT designated as a Primary
Nursery Area by the Division of Marine Fisheries. According to maps provided by Shellfish Sanitation, the
area is OPEN to the harvesting of shellfish.
PROPOSED PROJECT: The applicant is proposing to develop a 6-lot, 1.58 acre tract for use as a residential
subdivision. The applicant is proposing the installation of a driveway/access road that would begin at the
entrance of the property, along Bridgers Ave. The driveway would continue straight through the center of the
property and terminate between lots 2 and 3. Individual driveways would extend towards the east and west
from the main access road. The applicant has indicated that the future property/lot owners would be applying
for individual CAMA Minor Permit to construct the privately owned residential structures associated with the
subdivision.
In addition to the upland development, the applicant is also proposing to construct a bulkhead and a
community pier and docking system to accommodate the residents of the subdivision. The bulkhead, as
proposed, would be located on the high ground portion of the property landward of the "404" wetlands line.
The proposed pier would extend in an easterly direction and would leave the high ground portion of the deeded
common area, located in the west central section of the tract. The applicant has deeded a 6' wide by 125' long
walkway to the homeowners for future use of the pier and docks. The pier (6' x 188') would begin at the
bulkhead and continue west towards Topsail Sound. An elevated 8' x 23' platform ("T-head") would be
located at the terminal end of the pier and would run from north to south. Four (4) fixed finger piers (two on
each side of the access pier) would provide access to each of the eight (8) proposed slips. The four (4) finger
piers would measure 4' x 16' and would be located perpendicular to the access pier.
Paul and Susan Magnabosco
Page Three
The applicant is also proposing to dredge a 60' x 70' x -6'area around the proposed pier and dock to obtain
adequate water depths for vessel dockage. The applicant proposes to use a bucket and barge to complete
excavation around the proposed pier and docks. The applicant is requesting a final project depth of-6 feet at
normal low water (NLW). According to the permit application, existing water depths vary from -2.5' to -6.0'
at NLW. The project would generate approximately 270 cubic yards of spoil material. The spoil disposal area
would be located along the western sides of lots 1 and 2, upland of all coastal and "404" type wetland species.
The material Nvould be used to fill the area behind the proposed bulkhead. The dimensions of the disposal area
would be 31' x 172'. The material would be off-loaded at the western end of Empie Ave. (located one (1)
block south of the project site) and then transported to the proposed disposal area. Existing site characteristics,
primarily the existence of coastal wetlands along the western property line, make it impossible for the applicant
to move the dredged material directly onto the property from the proposed dredge location. The applicant has
received approval from the Town of Topsail Beach, to temporarily store the dredged material in the Town
right-of-way during dredging. The material would be placed behind a silt barrier and would be located a
minimum of 30' landward of Normal High Water (NEW) or behind any "404" type or coastal wetlands.
10. 07ICIPATED LIIPACTS
The construction of the proposed access road into the subdivision, driveway access, and the grading of the
property for lot preparation, would result in the disturbance of approximately 58,806 sq ft (1.35 acres) of high
ground. The proposed dredging would impact approximately 4,200 sq ft of shallow bottom area around the
proposed pier and docks. The proposed pier and docks would incorporate approximately 440 sq ft of estuarine
waters and public trust area. The disposal area for the dredging would impact approximately 5,332 sq ft of
high ground. The area of disturbance resulting from the construction of the bulkhead would be the same as the
spoil disposal area. These two areas overlap, and as such, no calculations were included for bulkhead
disturbance. Total impervious surface coverage within the 75' Estuarine Shoreline AEC would be 11.0%. The
applicant has applied for a State Stormwater Permit with the Division of Water Quality (Permit
No.SW8040423). T he p ermit, o nce i ssued u rider t he 1 ow-density (30%) o ption, w ould r estrict t he t otal
maximum built-upon area of the subdivision to 0.263 acres per unit.
Submitted by: Jason Dail Date: April 29, 2004 Office: Wilmington
r6 WATF?4 Michael F. Easley, Governor
?OQG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
> n Alan W. Klimek, P.E., Director
p -- = 7 Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
TO: Tom Reeder, 401 Wetlands Unit
FROM: Joanne Steenhuis, Environmental Specialist III
DATE: August 9, 2004
SUBJECT: Denial of DWQ Project # 04-0712
PROJECT: Stanwick Shores Subdivision dredging proposal
The following is a synopsis of the chronology of the proposed dredging project for Stanwick Shores (a 6-lot
subdivision) located in the Town of Topsail Beach on Topsail Island in Pender County. The proposed subdivision
consists of a 1.58 acre tract of land located on the sound side of Topsail Island where the waters are classified as SA
and are open to the harvesting of shellfish.
1). Project received by DWQ as a CAMA Express Project on April 29, 2004 for a 6-lot subdivision with
two waterfront lots (both with their own docks and piers) and 4 landlocked lots with a proposed eight
(8) slip dock and pier T-head). The new dredging is required to get the total slips to eight (8) so that
each homeowner will have two (2) boat slips;
2). Letter written on May 12, 2004 indicating that a 401 permit application would be required for the new
dredging proposed in the project;
3). DWQ receives 401 application in Raleigh (not express) on May 19, 2004, WiRO receives application
May 27, 2004;
4). WiRO Regional Office receives June 28, 2004 Memo from Fritz Rhode of the Division of Marine
Fisheries (DMF) stating that DMF is opposed to the project as presented due to the dredging impacts to
the submerged aquatic vegetation (SAV) present within the dredging footprint;
5). WiRO DWQ 401 staff writes letter dated July 1, 2004, requesting applicant remove the new dredging
from project;
6). WiRO DWQ 401 staff received a second memo dated July 20, 2004 from Fritz Rhode of the Division of
Marine Fisheries requesting a redesign of the dredging footprint.
7). WiRO received a revised dredging footprint through the CAMA Express process on July 27, 2004
8). WiRO DWQ 401 staff received the redesigned footprint for the 401 project on July 29, 2004. The
original dredging footprint encompassed approximately 0.09 acres of shallow bottom SAV habitat; the
revised dredging footprint has been modified to an irregular shape to avoid the larger patches of SAVs
but will still impact 0.025 acres of SAV habitat;
9). The WiRO DWQ 401 staff support denial of the proposed project due to the degradation of SAV
habitat.
4TXA
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] t?LUEP? t
'p
OF W A TF
9 Michael F. Easley, Governor
Q? William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
> T Udj y
O '- - --? ,? Alan W. Klimek P.E., Director
Division d Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality;
TO: Tom Reeder, 401 Wetlands Unit r-
FROM: Joanne Steenhuis, Environmental Specialist III
DATE: August 9, 2004
SUBJECT: Denial of DWQ Project # 04-8&}-;? 011;?-
PROJECT: Stanwick Shores Subdivision dredging proposal
mg
The following is a synopsis of the chronology of the proposed dredging project for Stanwick Shores (a 6-lot
subdivision) located in the Town of Topsail Beach on Topsail Island in Pender County. The proposed subdivision
consists of a 1.58 acre tract of land located on the sound side of Topsail Island where the waters are classified as SA
and are open to the harvesting of shellfish.
1). Project received by DWQ as a CAMA Express Project on April 29, 2004 for a 6-lot subdivision with
two waterfront lots (both with their own docks and piers) and 4 landlocked lots with a proposed eight
(8) slip dock and pier T-head). The new dredging 'is required to get the total slips to eight (8) so that
each homeowner will have two (2) boat slips;
2). Letter written on May 12, 2004 indicating that a 401 permit application would be required for the new
dredging proposed in the project;
3). DWQ receives 401 application in Raleigh (not express) on May 19, 2004, WiRO receives application
-_ 7 M -
4). WiRO Regional Office receives June 28, 2004 Memo from Fritz -Rhode -611t 6 invision u - MViattttc
Fisheries (DMF) stating that DMF is opposed to the project as presented due to the dredging impacts to
the submerged aquatic vegetation (SAV) present within the dredging footprint;
5). WiRO DWQ 401 staff writes letter dated July 1, 2004, requesting applicant remove the new dredging
from project;
6). WiRO DWQ 401 staff received a second memo dated July 20, 2004 from Fritz Rhode of the Division of
Marine Fisheries requesting a redesign of the dredging footprint.
7). WiRO received a revised dredging footprint through the CAMA Express process on July 27, 2004
8). WiRO DWQ 401 staff received the redesigned footprint for the 401 project on July 29, 2004. The
original dredging footprint encompassed approximately 0.09 acres of shallow bottom SAV habitat; the
revised dredging footprint has been modified to an irregular shape to avoid the larger patches of SAVs
but will still impact 0.025 acres of SAV habitat;
9). The WiRO DWQ 401 staff support denial of the proposed project due to the degradation of SAV
habitat.
T;4a
N. C. Division of Water Quality 127 Cardinal Drive Extension (910
Wilmington Regional Office Wilmington, NC 28405
[phone] Fax [phone] h1GDEh':q
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CROSS SECTION A-A CROSS SECTION E-E
ROAD CROSS -SECTION Dredge Spoil CROSS -SECTION
Not to Scale Not to Scal Area Elevated By e Grading TabfaB,lt}a a Elevated By TamporatyStSOding St3edingmixtura Tabte6,10c
Grodmg R+soammandationsiorLato 9pectw ~~pyy~} TamporerySeedtng StedlnpmixEtrre Wlrttar and Ea 5 tin Rya (grain) T20 RerCOmmertdailons im Fail Species Rat?{#Maera}
Filter Fabric R/W EOP ROAD C/L EL=7.00' EL=7.00' EL=7.21' R/yy ~ P g Annuat lespa~za (Rabe is Rya (grain) 120 Piedmont and Cdaslal Alain,
Approx. Limit of Spoil 1011 Korean in Mountains( SO Ss6ding dates
Bulkhead Depsosition Areo emit annua€ kspedeta when durafgna! Sempororyoover isnot toaxtend 5buntarerss-•Aup. t5 • DDG f5 beyond June, Coastal Plant and Piedlunt-Aug. 15.6DC 3,
Pavement Surface Elevation = 4' _ Elevation - 5 Seadhag dates Soil mrrandmeitta Mountains-Ahoute 2500 fL' Feb. S5 • May 15 F6ko4V s6d 14SIS or apply 2,0,70 IG~acre gran nd agdcutural linpbtono aatl
Existing Grade IE--SIo e = .25" er foot Slope = .25" per foot-_~ Existing Grade E 8ebw2500ft:foA 1. May t 1,Ix1616+acro 10.10.10fer5`ata. E Fiadmant~ian. t • i~ley 1 ldutch
Coastal Plain-Qea t • Apr.15 ~Z Apply 4,000 bhcro strax. Arlehor elrow tackin w~ as Ithi A neJl I V by 9 P rU,
1 ~ i ~ ~ i i i ^1 ~ ~ ~ 1's61t amendments or a mldclt anchgeng taN, A r5rk will( bradei ari nearly straight ctrl Iro
8" ABC Base Pervious Mla. 2' ~ ' ' ' ' ' ' .'Soil a osition Area ~ % ' ~ i ~ ~ ~ 10~ Asphalt Gross per ~ i i i i i i i i i~ i, i ~ ~ ~ ~ F'arowrewmmondalionsofso+hwtsaapply~,Ogglaacreproundagcicui• usodasamultltanchoriup#aoi. lurel Gnw3l9ne and 7501Wacfe 1a10.14lertllizer. I T
Specifications Approx.28sT ~ i j McEManattca ~ MpICh Repak and relentlRa damaged areas immedietey. Topdrees w;m 50
Apply b,000IDlacre straw. Artclbi straw by tackietd ylf}y asphab, netting, Ib<acre of nibagen in March, s n is nocesaay 1o eaNend temporary eavar
Sii f Existing t ence Topography 2' Estin~ated ar a m ulch ancnorng 1oD1, A disk with Nadas set nearly straight wn be beyarw June 15, oversead with 501bhacre kola (Piedmont and CoosSu piainlw Korean{MtTwuains)lespedaralnl~laF?bruaryor~arlyMarch. dated tgOd as a nwich anchoring tool.
Maximulh Area= rah Area= c.y, MalntenenCe
404 Wetlands Elevation = 0' 560. c.y, CROSS SECTION H-H Line EXCAVATION CROSS -SECTION Reie3Yizelf grouse Tana, ful~adegwte.Reaoed, referlgae and mulchim•
m?dialeb/ bNa+arrr{# arosbnoF atherdamage. Table 6.tty Seedlnp No. 7CP lot: Seeding Mixture Rf , , , , , , , ,
Not to Scats NOTE; Spoil Depositon Area Shall Grasa•Iln t DGER adChannela; speola Reb(blacn) S AV , . , , , . , . , C08staiPleU, Lower CammonBermudagrasa 40.80(1.21N1,000ftz) I-•
Approximate Edge Be Sloped Towards Bulkhead To Mamtam Sheet Flow Piedmont, and 0 Soils in ~ Tabfa 6.18b ry
Of Federally Existing Pler Llne Tamptarary S~tling Beading ltultsure the Central Piedmont Seeding dates Y . , , . , , , Recammendadionater 5p?cl?s Rata{Iblauo) CoastalPbin; Apr.•JuN U
Approx. Limit of Maintained Channel Excavation $~ar Germanmilel AO Piedmont: Apr. 15•June30 , ~ ~ ~ ~ ~ ~ •
Approx. Limit of Existing Pier Line In the FiodmOrtt and Mounsains, a smap•st?mate0 5udangrass may Sd subald0ted eta rateof 5D p~,raere. Q
F Excavation F CROSS SECTION F-F Sail amendments m Apply Ilene and iertgizer axarding to pail tests, or appy 3,000 Iblacre
Si9atling dates ground agricukural limestone end Soo Ih/sae 10.10.10 fertilizer. Mpuntains~riay 15 • Aug,15
Elevation = 0' EXCAVATION CROSS -SECTION -2.56 _5 _ Pisdmonl"-hlay 1 • Aug.15 Mulch CoaaatPtmt-Apr. 16-Aug. 16 Use jute, exalabr mattirp, or otMr effective channel lining material b
I I -9 Not to Scale t _ / J -4 -6 -7 -8I 50' i coverthe bottomotchennelserd ditches. The Gnirq attouMextend above
I i ~I I Soil pmendmanta the higlwat Dalculaud depth of lbw. oh dtenrtel Bide ebpn above fhb S. ANDERSON BLVD Folbwrxomm?ndaNasso{soiltostsorappry2,0001blxrogrouadagritub height, ant in drairaga not roquirirt~ temporary 6nirgp, eppy 4,000
~ ~ -g turallhneaaseend)50bltlcTeiD•Satolenslzer. blecngrainarowendandtorarowbllatap6ngn•ttirtgoverthebp. (Highway 50)
' -7 ~ MUidt Mubh and anchoring materiels moat rant be albwed b wuh down elopes
~ ~ , A rox. LI \ Ripanan Corridor , - 6 Existing Pier Line p Excava A rox. Limit of wherotheyeancbgdroinagedwices. PP Appy 4,OOb braao straw, Anchor straw hY tacking wile asphail, n4tlidg, Excavation or a mdtx'I anchaing soot A disk wile Shades sal rwary straight can ba Melmenenca
P~ ~ ; _ Approx. Limit of Excavation Estimated Amount of Material To G , F used es a mui0h arwltarirp toot, A minimum al 3 weeks fa ~ F requirod for estebNahment. Inspect and r r
Be Excavated; 169,88 cy, _ , , - , Pro ect Total ~ ~ " ~ _ mubh iroquemly. Raerlllite the blbwirtg Apr. with 50 blase nitrogen. Malntenanrs VICINITY MAP N.T.S
90' ~ _ -5 7,54 _5 Elevation - 0 , ' -2,88 _z,88 Re!?niliz?iI grovAh is nos lupyadegTrole. Resesd"refafilize a~dm:Ecit im• Rekrb Apperdix8.02forbotencel names, I mediat?ly toKowitrgerosi0n of olherdamRge,
Q,P i' ~ X12 I I I v / i ,
Mmi ~ - mum 37 Setback , _ 4 I , 3
/ \ ~ • From Federally Riaarian Corridor \ ~ A I Table6.11p ?R1VE STEEL POSTTS ]S" INTO GRDUND ATTACH WIRE FENCE TC PDSTS AND SaedingNo.tCPtor:Weg•to SeedingmStture
Maintained Channel ~ ~ ~ ~ ~ - AHD EXCAVATE A 6"% 6" TRENCH UPHILL EXTEND THE B01TOM OF THE FENCE (i" POOnyDrainedSollawith Sp?eMd Reupbha?) ' A(rONG 1HE LINE OF POSTS, W00? POSTS INTO THC EXCAVATEG TFEHCH, GoodMOlatureRetantbn, TaOteaWe 80
r Mooring V ' V ~ ~ ' ~ Pilings, , 44 IN ?IANETER MAY BE USE?, Low Melntenance Pensacola Bahiagrasa 50 Sericea kapedeza 30
\ \ 6 , \ ~ ~ ~ \ ~ Estimated Amount of Material 7e NOTE: Piers Shown In t Kobe kspedeu 10
/ j _ ._3 Be Excavated; 169.88 c.y. Per endicular An nment ~ ; ' ~ \ _ - Pra~eat natal P 9 ~ ~ _ nAx. 10' Seeding notes
With Banks Channel ~ ~ 23' ~ \ v`~y" CROSS SECTION B-B BETWEEN t. From Sept 1 • Mar,1, use unscarKied sericea seed.
~ Rrpanan Corridor , \ \ Approxl ate Boundary e PIER CROSS -SECTION Posts 2.On poaly drairtttTd akasomk ,arises and increase Kobe b 3016raae. 3. Where a neat eppeerorice b desired, omit seises and increase Kobe
~ ' ~ ~ ' ~ \ A.\ Of Excav ion Dred in ~ e / 9 9 ~ \ TYPICAL ALL PIER SECTIONS b40Nacre. ABOVE MHW LINE ,
~ , , ~ I Area. Im ct Area 1 _ ~ \ s\ 2 Not to Scale~~,`,•,. 6" Nuraeplanta 6° Betan?n Apr.15 ant Aug.15, add tO blase German ml0et or 15 bluxe
~ ' ~ ~ 30 ~ ~ V'o (EP 3, STEP 4. Sudergran. Prior to May 1 or eheT Aug.15, add 25 bVeae rye (grain). %iTACH THE fILTER FABRIC TO THE WIPE BA~C rTf. THE TRENCH AtUI COMPACT
' 1)' FENCE AND EXTEND THE BOTTOM Of THE THESOIL FIAN~_Y TO AHCHDP, THE FABRIC 6" INTO THE TRENCH BOTTOM Of THE SILT FENCE SO TH0.T Seedingdatea RUIIOfF IS FDP,CED TO GO THROUGH THE sea PatbN
~ ~ 20 ~ \ /?,tooring ~ 4 Q ~ \ Nilinge V \ _ - 2°XB" P.T. FENCE AND CAHNJT GO UNDER IT. E„lyepring; Feb. 15•Mar.2D Feb. 15•Apr.30
_ ~ ~ 00P ~ \ \ n Stringers ®2' o.c. 2"x8" P.T. Decking ~ ~ ~ _ n FeA: Sept t • Sept 30 Sept t -ad.3t .~,f I~
iii ~ \ ~ p V ~n 12 \ ~ 6 \ ~ \ \ V'\ / \ ~ ~ ' 25 „ + ~ { , , Soil emendmema
~ ~ \ \L ~ \ i t~, 5/8 GOIv. a i r, ; ApplyimeaMtertilizeraaordin tosdlteats,or Bolts Thru 2x8 P.T. Joists , g eppy3,000.5,o00b/aae
- ~ ~ \ ~ ~ 9 \ 1 . . vv ~ ~ vv ~ '<v r ~T . a gmundagriculbrallunestone(usethebwerrateonurdyaoils)and1,000 I. " blase ta1D•tOieNl¢er.
„ Mulch
~ r \ \ ~ \ \ 0 ° °p'Q -7 ~ ti '6 o Q 8 -12 dlo. ~ , ~..1"~ Apply 4,000 blase groin strew or equivalent Dover of arother alutabk P.T. Pllings Mina 3,0• '~~ECTION mubh.AndtorMrow vrdhu ek n orrovi or ai bYtecknq Ph admg, nB by mP
\ \ \ \ \ ~ t0 ~t ABTF B~n~ o+ +i 1 te• +abric oust Ee ing with a mubh anchoring bat A disk Ntltl blade set nasty ttrepM pn xEICH•:-T of+cec;ntrenthandsecuredep beueedoemubhutchori tool.
- 6 \ . \ \ ~ Q 0 BULKHEAD \ Deeded common Ar To ~ 2 ~ pQ NA%, i STEEL POSTS either Dacbfillina al th Soil ~ 3, aatenzl and taming or by plann WIRE FENCE (HOG WIRE" Washes stone to a neigh( o+ 6" Melntanana
DETAIL ~ ~ ~ 'homeowners Associa n ~ ~ ~ % ~ ' ~ 2" x10" -~j ~ A~~^e ~ ~ t~ ~ Not to Scale Wou ca g\ ~ ~ ~ Pro osed Bulkhead YIN. ! \ above ground level. ~ ~ ~~`FIITER FABAIC AgroxMtislesethantulyedequme,releralluint#aaeoondyear,accod•
AO'/ Top Waler P ~ , _ , ~,~g Ae„ \ A ~ p irtg b Bail teeb or bpdnaa with 500 INaae 1a1a10 tertil¢er. Mow ea i r--BOTTOP OF WIRE FERCC ANG needed when eericee b omitted from the mature. Reseed, fertllae, and / ~ FILTER FABAIC dCRIEG
v ~ v,`~ 10' ~ ~ ~ ' _ w 6" IN ExcavATEe rRENGH. mubadamagedaratimmediatey. v - _ - _ _ _ _ _ - _ _ INTC GROUN
x 5 _ _ . _ - - _ ` +-s*EEL P?sT nAluErv lE" Refer Appenda802tarbotanicaln I t b - - - - - _ - - - - - - - - - - - _ - - - - - amen.
oe G, X177.5' , ~ i ~ ~ ~ ~ ~ ~ \ - - - - - - _ _ - - - - r - - - - - - - - - - - - Sl l i f[NCG
- A ; ~ ~ ~v~ ~ r S a Mid. Hei ht Waler o 3 ~ ~ \ - _ _ \ ~ y " , ~ ~
\ v: , ~ \ 0 o Interlocked B ~ ~ A~, \ ~0„ ~ I
d un er Lower Limits of Coastal ~ \ \ F r ~ ~ 0 100 Offset )ffSet _ - _ _ _ . - _ . - - _ = ~ _ - _ _ _ _ _ Min. 8' CROSS SECTION C-C _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ : ~ PIER CROSS -SECTION
Ve station ~ \ ~ Dredge span ~ < From MHW Line o Bottom Waler a g /Water Line - , \ F 0 0 \ \ ' ~ i ~pArea ce i \ ~v ~ MHW Llne _ _ _ _ - - - - - - _ TYPICAL ALL PIER SECTIONS
\ ~ 1 ~ , 4Q Proposed ~ ~ ~ _ _ _ BELOW MHW LINE - _ - _ - - - _
G ad L ne I \ . 0 , ~ ~ ~ House \ ~ E a on Va re _ - - , ~ ~ - - - - - - - - - - - Not to Scale
I I I I I I I I I I I I I I I I I I I I I -2 ~ V ~ ~ v v ~ _ _ _ _ - - _ - - -
I I La III I I I I I I I I I I I I I I - ~ ~ C I R ~ ~ ~o ~ i' . ~ 6 I I alelrs I I I I I I I I I I I I V I I I ~ ~ \ ~ , ~ • 5 S ^ , 6 _ _ _
I i in. 2' I i I I I I I I I I I I I I I I ~~t~P. r~~,,~r,~±;~n CAMA ivIHW Llne ~ \ \ ~ ~ ~ ~ . ~ ~ ~ q,.oA~. ~ - - - - - 8 S _ - - - -
1I I I I i l \ i `0 I I( I I i l l l l I I ~ y ~ v
I I 1 1 1 1 1 1 1 1 1 I I ~ v40 ~0 I I I I 1 1 1 1 1 1 r / C"g ~ ~ \ .5 ~ ~ ~ ~ \ ~ i ~i~ ~ v v ' 15,5 _ - - i 0~ I I I I I I I I I I I I I I I i l l l l l \ ~ ~ pH \ ~ ~_~o - _ - 2„x8"P.T. ~ ~ ~ ~ - ~ ~ ~ ~ ~ - ~ - Stringers ~ 2' o.c. 2"x8" P.T. Decking
L/L/-/ ~ivLi~iLiLiLil ~ivLiLi~i iLil Upper LI~r11ts of ~ , ; ~ ~ ` \ ~ "10 '~`V' ~Qy
I I I I I„, _ Coastal i~egetatlon , , ~ Dredge Spoil , ~ ~ \ , ~ ~ - - , ~ 5/8" Galy, \ A Bolts Thru 2"x8" P.T. Joists
I I I I I - - \ ~ ~ Deposition ~ \ \ T r0 ~ \ i ~ ~ I ! ' ~ Area ~ ~4 ~ ~ a do 6 ,tip , x Drivew c~, . ~ D~ ~TYP•)
Note: U land Side Of 2" Nominal Minimum PT ' qq rr.posed \ / ` ~ ~ ~FO','b'~ ' 'o % - _ i ° i 18 ~ ~ , i 18 \ ~ ` ~ ~ , 3.0' above MHWL
Bulkhead Must Be Wood Or Vinyl Sheeting Bulkhead To Tle Int0 ~ ~ '~4o Haase ~ ~ ',`~F 'PoPO~ ~i i Constructed With A " > \ ~ a AO S 1 ' ~ hl ~ i , ~ ~ CONSTRUCTION ENTRANCE DETAIL , ~
Penetrable Fiter S Ua Existing Bulkhead On ~ \ ` ~ i~ ys 0 ~ ~ ~ q re Timber Plle ~ ~ i ` ~`x 9 ~P Drivew Fabric Adjacent Property 31.1 ,-r , \ \ ~ ~ ~e~~ ~ ~ ~ 5.5 5.5 ~ ~ ' Sid,
\ ~ ~ ~ , i 18 _ _ ~ _ _ ~ ~ MHWL
~ r 15.5 1i J s9 '!y _ ~ - Proposed ~ ~ ,off ~ ,
` ' 9r NA ~ ~ ' 15.5 Houe 15.5 House ~ Q,d~` ~,m Approx. 2.5 3.0
PROPERTY LIN 30' setback ` \ `4 ~o~c 35 `~;SQ , _ _ _ _ _ E ~ M APProx_MLWL- --_40 1D 20 \
From MHW Line 5' ~ ~ % 17 ~ - ~ \ ~ \ 15.5 i / , ~ ~ h 10 i Driveway 30 ----g ~ T a- 30 ~ ~ ~ 8"-12" die.
Course Beanng Distance ~ ~ - \ ~ ~ , AEC Lin ~ ~ 15 ~ ~ h ~ ~ J o ~ ` fi'min ~ P.T. Pllings ~j Septic
° ~ e \ ~ 15 ~j L21 N 53 45 14 E 32.65 ~ ~~s ~ \ ~ ~ 1~ ~ r ; , 15.5 (75 Offset From MHW Llne ~ ~ 30 ~ ~ 3 30 ~ za• ,ti - rea ~ coereeegeregUe ~~o Repair ~ ?
L22 ° ~ ~ ~ \ 0 2 N 67 10 32 E 32.07 12 ~ ~ ~ \ ~ Driveway ~ 6 ~ ~ Area 9 ~
Driveway - . L23 N 70°38'26" E 41.42' ~ ~L ~ ~ 0~ ~ Pro ed ~ , i d ~ ~ - _ ~ ~ ~ 0' Septic Setb - - - - - - - -
L24 N 45°27 ~ ~ ~oo, ,o o,~' , 15.5 30 E 32.52 100 Offset ~ y ~ h ~ ~ ~ ~ , (Typ. All P/L) _ _ - - - - - i ~ ~ - - _ -
L25 N 87°41'38" •~s~~ ~ Driveway l E 25.30 From MHW Llne ~ , i `~20 ~ l) - -
L26 N 65 37 38 E 12.88 ~ - ~ ~ ~ septic \ ~o - _ _ -
MHW LI~JE ~ ~ ~ , \ ~ ~ ~ Areo . epic ~ _ - - ~ AreG~ > , ~ ,0~ IS ~ _ _ _ _ _
50' Construction ~ ~ ~ ~ Drivew Entrance _ °y roposed ^9
• ~ ~i, - ~ , i House ~ ~ Course ~ ~ ~ 0 ~r Bearing Dls.,,nce l~r i/ ~ ' ~ - - _ _ _ _ - Min. 8'
404 ~I N E TAB ~E ° ~ ~ , Dnveway ~ ~ ~ ~ L27 S 59 13 15 W 1 E .06 p ~ - Re air ~ - - - - - - - - - ~ , . Area ~ ~ ,
CAMA A 5 ~ , ° ~ •S _ -
WETLANDS L3 S 76 2831 W 19,3 8 4 ° ~ , ~ ~ ~ 0 ~ ~ ~ ~ V ~ 'J Va ~ 1v - _ _ _ - - -
Course Bearing Distance L4 N 49 54 49 W 1 ~9' i ~ ~ ° S ~ S Q _ _ _ _ _ -
° ~ ~ L5 N 19 ° 23' 18" W A , Driveway ~ S ~ ~ ~ ~ L1 S 55 39 58 W 19.90 28.37 ~ ,0 S ~ . se tic ~ ° i i i i , Proposed ~ • ~ , ~ p ~ - ~ -
L2 S 74 34 37 W 7.45' L6 N 85° 02' 12" W 11. i 0' , ~ House ~ ~A~. ' ~ Area ~ ~ o ~ ' -~c~ _ ~ _ - -
L7 S 64 03 26 W 41.11 ~ ~ Repair ~ L14 S 65 39 28 W 37.42 , Repair ,<v ~ ~ gyp" - _ - - - - ~ ~ S - - - - ~ - -Area . U i \ / - - ~ - ~ - - ~ - - ~ - - - - -
_ I R c n~°~~~z~~~ ~z~ ~ ~ ~ ~ ~ 'Area. .U
L ~ 5 bi;S° .I I JU W SZ.47 ~ ~ T~°~~ ~ ; r~' ~ • ~ ~ oh ~ ~ Q, ~
L9 S 19 50 39 E 26.98 ~ N 6 ~ ~ ~ ~ C L16 S 54 39 33 W 58.82 ° ~ ~ ~ ~ ~ ,'b ~ ~ ~0 i ~ S ,
S 5 2~ 40 ~ 1;x.34 ~ G ~o ~ p~ L17 S 86 12 50 W 23.74 L11 a ' ~ ? ~ ~ V~ ~ c' ~ ~ h h 0~ ~ , ' , h h 8~
L20 N 25 00 57 W 68.32 ~ ~ ~ ~ septic ~ ~ i ~ L12 S 49°36'47" W Z? ZO' ~ S Area ~ i ~ ~ 6 ,
o ~ ~ ~ L28 S 38 10 00 E 23.93' L"'~ 3 S S9° ~'r' S' ~L ~ Re air i ' 36 ~0 UJ 3~.~~ p , S S, .S Q ~ 3 ~ i
~ ~ Area . ~ Q ~ i F i So ~ S Q, ~ P CROSS SECTION D-D
~ ~ , \ ' ~ i ~ Q 9 h , IER CROSS SECTION 'Q .S ~
LOCATION OF LOCATION OF ~ ` SPOIL SPOIL ' ~ ~ ~ ~ ~0 ~ O~ ~ ~ ~ ~ TYPICAL ALL PIER FINGER ~ ~ tk F ~ SECTIONS
OFFLOADING OFFLOADING ~ ~ ~ S ~ 0' ~
AREA AREA ` ~ ,h 5 S i ~ Not to Scale 5 8e ~ ~ , , i
~S S s'
erwseaur~r~~ 8 ~ S • 0 2-, p p, U' o
$ 10 0 .0 0' z xa P.T. i ' Q 9~ 4~ Q ~ Stringers ®2' o.c, 2"x6" P.T. Decking
/ss ~ 0~ S J A~ ~ u ~
a~ J 1448 2449 ~ ~ i(~ ~ C, 5/8 Galy,
~i O 'i 'sa 9 ~ ~ NOTE. Pier Cross ~~ections Bolts Thru 2"x8" P.T. Joists i GJ ~ 0 i (Typ.) Approx 1'-2'
0495 3 ~ ~ ow T ical Cons ruction Of S ~ ~ Yp
S NOTE: RIPARIAN CORRIDORS ARE DEEDED S 5 PROPERTY LINES (NOT EASEMENTS. 3 , 452 ) 0 3;0, ~ h ~v o s o Entire Pier ie. No Covered MHWL
~ S 2~~ i
NOTE: SEPTIC AND PEAT REPAIR AREAS SUBJECT TO PENDER COUNTY HEALTH DEPARTMENT APPROVAL. S o P ~ Structures Boat L~'fts etc.. rox. z.5'-3.G' ~ 0 0, ~ ~p
6 a M1 Q { ~ ' Q `4 h ~ A r ~ Q~ S GJ i 'Y_ PP ox.MLWL
o tg~~ 1 e i ' ~ i
64 6 ? ~ ~ ~ i i -
MINIMUM MINIMUM MINIMUM ~ ~ 8"-t2" dia. M ~ ~ ~ ~ P.T. Pilings
0 60 2 DISTRICT SETBACK FRONT SETBACK REAR SETBACK SIDE e~ • .c SIDE , _
Note: Spoil will be off-loaded at the area shown R-1 OCEANFRONT 7.5' 5' 'S ~ ' 0 , 00 0~ ~
and placed on a plastic liner and covered with _ ' h '
pplastic temporarily until transported to the Stanwick Shorea site. Silt fencin will be installe g d 1 3 OF LOT DEPTH
to revent sedimentation to Banks Channel. R-2 SOUNDFRONT 7~5~ 5' TO 33 ~ NOTE: There Will Be No Fill In - - - - - - ~ _ - _ - _ i _ _ - _ _ 404 Wetlands = _ - - _
~ -
R-4 NO WATERFRONT 20' 15' 5' ' ~ - - - - _ - oQ ~ _
b~ 0 - _
Total Area In AEC: _ _ - _ - - _ - Min; s' ~ oQ !y 14,080 s.f. ~ ~ - -
CROSS SECTION G-G PIER CROSS -SECTION - - - -
' Im ervious Area In AEC: - - - - - - ~ 1, 41 s.f. - - _ - -
Not to Scale
Percent Impervious: - - - _ _ _ _ _
Septic System Setbacks ;S 11 ~ ~ - - ' ~ - - - ~ - _ _
Mooring 10' - _ - ~e` ~ - ~o -
Pro ert Lines Pilings Construction Sequence - -
Buildin s 1. A temporary gravel construction entrance a minimum of 50' long will be established.
LEGEND ~ 2. Silt fencing will be installed.
MHW 100'
3. Establish vegetation in designated areas per seeding specifications.
Bulkhead 4. The paved road will be constructed.
Stair F Property Line - - _
5. The bulkhead will be constructed.
L Lot Line - - 6. Dredging will be performed and dre e s oils will be laced behind the bulkhead.
Fin _ I_
PI !i- E Buildin Setback - - - - - - - - - - ~ „ _ ~ ~ ~",°a g 7. The peer will be constructed. ~ ~ ; --n .a ._Y ~ . P"' . ° - eM ~ .nor
- i'^ - ` ~ ~ Sitt fencing well be removed after the road is built and permanent vegetation has been Q .
~ ` septic setback - - - - - - - - - - established in designated areas. 0 ~ ~ t-r SF ~,t
I~~- ~ - 4 9. Silt fencin will be installed rior to - ~
i ~ 1 g p construction on individual lots On a lot b lot ~ ~ ~ ~ y a Silt Fence basl5 . d'•.~ !c~Q;?s•
MHWL - - - - _ - - - - - - CAMA M, (.~~~~tF ~"t6~ ~~'.~i'
"2` ~ ~ 0~ 404 Line 10. Sitt fencin will be removed after coin letion of construction on individual lots On a r, P ~ Wxr ~ ~ti , tot by lot basis . ~'~s~Fr.,,:,;~•
NMLWL - - F Flow Direction
MHWL 11. Erosion control measures other than those shown on the plan will be installed should
-2' ro ~ ~ P perty Line ~ the need arise.
0 15 30 60 i Spoil Deposition Area ~ ~
Existing Elevation L - - - - - - TOTAL PROPERY AREA = 1.58 ACRES 68 605 S.F.
_3. ) IMPORTANT; BY NC LAW, GROUND COVER MUST BE ESTABLISHED TOTAL DRAINAGE AREA = 1.58 ACRES (68,605 S.F.
WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS (WHICHEVER lS -
E Note: Total Pier Length=198' Boat 51i r > PROJECT AREA - 1.58 ACRES (68,605 S.F.) p ~ SHORTER) FOR EACH GROUND DISTURBANCE. DISTURBED AREA - 1.35 ACRES (58,806 S.F.)
_8~ _5~ _4~
MAXIMUM IMPERVIOUS SURFACE = 17,151.25 S.F. 25~ ( )
C • ~ ormw er i e inn e in o an
i ure. ro ec . i e. ' nwi or s
ri - o n o nr 0 o an n
J L 2 9 2004 ci n
. .
evasion a e. a e. - ~ ca e. - rawn r
o ec

CROSS SECTION A-A CROSS SECTION E-E
ROAD CROSS -SECTION Dredge Spoil CROSS -SECTION Ta4te 4,tf)a Tabfa 6,100
Not to Scale Not to Scale Area Elevated By Grading Elevated BY TamporatyS;3edlrrg Seedingmixture TampgrdrySeedfng Saedingmixlura oradmg RecpmnrstrdationsforLata 6l+eetee Rare(ibracto) RecammendadansfarFeR Spaoas Raa{ibratre}
Winter and Early Spring Rys(grsirr) 120 Ryc Igral) i2C
Filter Fabric R/W EOP ROAD C/L Anntret laspadeza, (Kotte ks Piedmont and Cassia! Rain,
EL=7,00' EL=7.00' EL=7.21' R/W Approx. Limit of Spoif it iCproeninMtnr;aains) 50 SttadingdaG#s
Bulk ead Depsosition Area , t]mit annua€ leapedaxa vrtlen d utriione! amporeryoa+a is rat taextand MouMaina-•Aug, t5 • ESoG 15 i btyrond June Coastal Plain and Piedmarlt-Aug. 1 S • Doe 30
Sead(rrg datae Sall amsndmente
Pavement Surface ,Elevation = 4' Elevation = 5' t Follow WON ~oa~sar apply2,000Ihracreground agripuhural limgstoneWad Atourteins--AEova 2500 h: Fah..5 • May 15
Existing Grade -F--Slope = .25" per foot Slope = .25" per foot-> Existing Grade E E - - - - Babw 1500 h' faG, t • Mey 1 i,OD0lh+aae t0•iD•1Dfediii;or. E AiQdmont-Jsn. # -#a!I 1 ~1utCh
Coastal Plain-Dec. t • Apr. t 5 q Apply 4,040 ~racre strax. Arghor stow by aCking wix, aaphat, rWdrrp,
E 5 2.0.. ~ ~ ~ ~ \ Sol I am@ndmenta or a m ulrh anchoring 1a01, A dirk wNti brads act rrsarly atraigM cm ba ~ i ~ ~ F'cdlawreoaaatoltdWrioncofsdnoatsorWpply2,GGGIGW~vsgrowbdagricld• usedasart:ukhanchairtgt~ot )
I~in. 2' ~ ~ ~ ~ ~ ~ ~ ~ . ~ 011 a 081 lOn Area ~ ~ ~ ~ ~ ~ ~ ~ ~ 8" ABC Base Pervious T !oral hmesrone and i3G IblaCre 10.10.10 tenilize>. M9lntelmrroe
Asphalt Gross per ~ ~ ~ ~ ' 10' Specifications Approx. 28.67 MpICh !Repair Wed rvhRNiH damaged aroec hnmedicteFrr. Topdreas with 50
- Apply d,044 Tolacre sitaw. ArlthoT ataaw by lackirq wJh aspha0, nosing, IWaoro of ritrogan b t~Yrdl. M A h nacesaory to eyt>nd temporary savor or a mLJch aslchorirrg roa1, A disk with bNadaW se: needy straigat can ha boynrro Junta 15, overeead with 601bhcre Kaba (PledmaM and Cpaatst
Silt Fence Existing 2' Estimated Topography plain) of Korean (Alourxains) lacpedeza M lane Fwr~ary Or early Meath. o#ed used as a mlrkfi anchoring gaol.
Maximum Area= ~ Area= o, . Meimener~ y Reie.•Glixeli g rowth rs no! fukyadetlwte, Reseed, refaRrlgc and mulch im•
404 Wetlands Elevation = 0' 560 c,y. CROSS SECTION H-H Line midialply biiowinp erotioaaf other damage. Tebl@ 6.tty
EXCAVATION CROSS -SECTION _ SEleding No. 7CP for. Seeding Mixture REDO Grass-lined Channels• at Rea Ibhaa ERS , sPaae f ? ~ AVF,
Not to Scale NOTE: Spoil Depositor Area Shall Coastal Plain, Lower Common Bermudagrae 40.90 (1.2 Ni,000 ftz)
A roximate Ede Be Sloped Towards Bulkhead To PP 9 Maintain Sheet Flow Table 4.104 PledmoM, and Dry Soils In
0. Federally Existing Pier Line 7em rn 5eedln Se4dln tn4lture the Central Piedmont Seeding dffioa Y ~ ~ ~ ~ Coastal Plain: Ju _U 1{ecammendalEonaior Spaehe Rea{~auo} N , , , , , ,
Approx. Limit of Maintained Channel Summer GormanmlNet 40 Pbdmad: Apr. 15•June30 3 M the Pfadmad and Mtwntains. a smelbsamm@d 5trdangrass may ba ~ .
Excavation ~ ~ a ~ d ~ Soil amendmetna m
Existin Pier Line I Approx. Limit of 9 ~ - Apply Nina end fangizar exadillg to rdl aeb, or aPPN 3,000 Ib/acre St#adinp tlatea ground agriahurel Nnwatone and 500 R/acre 10.10.101anilizer.
F Excavation F \ ~ CROSS SECTION F-F ~ ~ EXCAVATION CROSS -SECTION Mtnaliaina-May 15 • Atq, iS
Elevation = 0' -2.56 -5 _ 1t -9 Not to Scale Piedmom-•hlay 1 • Aug. I6 Mtdch CoaslatPEain-Apr. 15-Aug. #6 llse jua, exalabr marling, a otMr of active channel lining material a
I I / oowrthebottom of chennelsandddches. The Nnilp should azand ebaa
I` -3 -4 -6 -7 -61 50' I I I / Sall Rnrend~rantB me highest cabulalad depth a lbw. On dwrrnal aide abpn above foie S . ANDERSON BLVD Faibwrocomm@redo!ions0'fcoiEtestEOtappiy2,4DGlblaOrogroundDgtiCUa hepht, and In dninegn not raqufrinq amponry IininpW, appy 4,000
-8 tlltni Elmeatoae artd T50 Naaa #o•t0• t4 lenilizer. Nacre grain strew and anctwr elraw by staplirp nariFlg over the ap. (H I g h W dy 50
' -7 MUICh Mubh and anchornnq meariab moat nct be albwed ro wash down abpes wfwre they rare clog dreiruge devices.
~ / , ' Approx. Lin Riparian Corridor , ~ _ Existing Pier Line Excavati _ _ 6 Approx. Limit of Approx. Limit of AppFjd,4004taaastrEiw.Anchorsuawitytacxingwdhasphcb,naffing, Excavation ar a mdeh tnchoring rod. A disk with btarMs sa; nearly straight sore ha
Q' / ~ , ' ; Excavation Estimated Amount of Material To ~ ~ , - - F used as a mubh ergfloring tap!, A minimum of 3 wash b required tar eKebNshmaM. looped and repair F mubhiroquamy. RNarNfza IM fo0owing Apr. wbh 50 Nacre ndrogen.
G Be Excavated: 169.88 c.y. ~ - ~(rl~lano~ VICINITY MAP N.T.S
Pro'ect Total / , ; _ 7 ~ _5 Elevation - 0' _2 68 so~ ~ - 5 -2.86 RtdeNilizo i1 grovAh lcnor tullyadaquate. Reseed, raia.•llixa a.~d m:dcrl im• LReferto Appcndix8.021or boraniainames. I madately rpllpwing arosipn a aihar damage,
~ ~ 1z - t I I P ~ ~ - Q~ ~ -7 -6 I -4.5 -4 -3
/ , / 20 y' Minimum 37 Setback ~ ,~i ~ ~ __-4 I I I I Tebl@6.11p
/ ' ' From Federally R;pa~;an corridor ~ v , Seeding No.1CP for: WeIM to Seeding mbtture - Da1VE STEEL POSTjS lit" INTO GROUND ATTACH WIRE FENCE TC POCTG AND pppM Dreln@dSoII9Wilh Spedest Rao If>laaa AND EXCAVATE A 6"% 6" TRENCH UPHILL EXTEND THE BOTTOM OF 1HE FENCE Y ( )
Malntalned Channel / ~ \ - _ AkONG THE LINE OF ('0515. WOOD P0GT5 IN70 THE EXCAVATED TAENCH~ GOOdMOIatUf@R@t@ntfon~ Tallfesae 90 ~ J 4 IN DIAHETER MAY BE USED LOW MalntenanC@ Penaacda Bahiagresa 50
~ ~ ~ \ Moorin ~ ' ' -L - \ ~ ~ / g\~` \ ~ ~ ,i P1linge. \ ~ - ~ 6, Seriaekapedett 30 Nabs hapadaza 10
/ ~ ~ Estimated Amount of Material To
NOTE. Plers Shown In ~ ~ ~ Be Excavated. + - 169.88 c. . -3 / Y - ~ MAX, lo' Seedinpnotea
Per endicular Ali nment / - , ~ ~ \ _ _ (Protect Total) With Banks Channel ~ : ~ ,~`23' ~ - CROSS SECTION B-B BETWEEN t. From Septt-Mar. 1, useunscadliedsericeaseed. PIER CROSS -SECTION Posrs 2.t)npoaydrainedshesortataericeaarNlinaeaseKdteto30lWaae. 3. When a neat appearanu is desired, Dint! saviors end increase Kobe
/ Ri arian r / ~ ~ . ~ \ r p Comdo App oxl ate Boundary a TYPICAL ALL PIER SECTIONS m4oN.cre.
/ , ~ ~ " ~ , \ A~\ Of Excav ion/Dredging ABOVE MHW LINE : , k, _ Nurse IaMa
/ ~ I v Area. Im Ar 1 , \ ~ ct ea ~ , ~ ~ A tiV -2 ~1~ \ o Not t0 $COIe C Between Apr.15 and Aug.15, add 10 Nana Garman mNlet or 15 Nacre 6" i; TEP i. STEP 4. Sudarlgraaa. Prbrto May t or char Auq.15, add 26 Nacre rya (grain).
~ \ A.. TACH THE FILTER FABRIC TO THE WIRE HACKFII THE TRENCH Aral COMPACT 6, FENCF AND EXTEND THE 80TTOM OF THE THE SOIL FIRMLY TO ANCrgR THE
' ' ' ~ ~ ~ ~ 30 \t~ A _ / / _ F ABAIC 5' INTO TXE TRENCH, BOTTOM OF THE 51 L1 FENCE 50 iNAT $eeding dales RUNOfF IS FORCED TO GD THROWN THE Saar PagbM FENCE AND GNNOT GO VNDER IT,
~ ~ ~ ~ ~20 \ I~ocring ~ 4 / Q , _ _ _ i 2"x8" P.T. ~ Eedy apdrrq: Feb. 15 • Mar. 20 Fab. 15 • Apr. 30
/ \ ~Iirge \ P4 \ \ ' - 'V ~ \ ~ 0° A V 6 S#ringers ®2' o.c. 2"z6" P.T. Decking J ? Fall: Sept 1 • Sept 30 seq. t • txt at I r N ,x
~ / o ~ 12 \ \ ~6 v / A \ l~ ' Soli emandmenta 5/8" GOIv. .1" ~ ApplyNmeandteltilizeraocordingtoaoiltests,orappy3,000.5,OO0Naae
v A, v X25 ~ v \ v ~ ~ ~1 ° Bolts Thru 2"x8" P.T. Joists ~ 1'' ` groundagriculturalNmearone(uaethebwerrateonaandysails)and1,000
(Typ.) Iblaere 10•t0.101enilizer.
\ ~ \ \ _g \ ~ \ 0 5e r~ Mulch 8"-12" din. a;~:1, , ~ „I;':. , Apply 4,000 Neae grain strew or aquivalem Dover al elwther suitable
o - \ \ v I \ 0 ~ ~Q P.T. Pilings Min. 3.0' ~ECTIOtI ,n. mubh. Andwratrewbytaddngwlthesphex,nehmg,orrovingabyaimp• NOTE ~ Bohm. of f f 1 te• fabric m,st be inq with a mulch erldlorirlg tool, A disk with blades sat nearly mapht Can
7 ti Le\ ~ooQt \ \ \ ~ Qt a~ xEIr,HT.T oleced ;n trance area secured by be used es a mubh arlChorinq idol. Ma`t. STEEL POSTS either Nctfillino with soil
-6 \ \ \ \ ~ 1 oQ BULKHEAD ~ Deeded Gammon To ! 2 ~ i` I material end taa°mq or by planr ~WIRC FENCE tHDG WIRE" cashed stone to a height of 6" Melntenanw NIN, , above ground level.
DETAIL \ '~omeownere Aaeocia n ~ ~j , ~ \ \ \FILTEF FABRIC pgrovnhbleatthanfulyadequate,refenilizeintheaecondyear,accord• ing to soil testa ortopdresa with 500 IWeae 10.10.10 ferNl¢er. Mow as
Not to Scale 2'~ x10" -5 A°a V ~ 1 ~ ~ ~ wau ca ,,,M1 , - . _ A, ~ A ~ \ ~ Proposed Bulkhead ~ -BDr1cM or w1AE FENCE ANn rwadadwhansarbaaiaomlDedfromthemocture.Reseed,feAilae,and k F„ 1:H F0.BFIC dUAlEO
Top Water p..u~~~ ~ Ae„ A 0,, rv Al ~ ~ \ ~ , ti\ L~ 10' " 'n ,Y suave, TA ncn, mubadamagadareesimmedieteiy. h'+~' • r'EE' aUSI DRIVEtI t°" 1 _ - _ _ _ _ _ _ _ _ - _ _ _ - - - - - - - - - . ~ ~ INTL GROUND R 1 Append 802a boron _ _ - _ _ `•~~w... earto ix . r ice names.
- - - _ - - - - _ - - - r_. - - - - - - - - - SlLI FENCE
\ ~ ~U 177,5 \ \ , ~ e„ ~ \ \ ` lid V , r ~
V A' ~~~Q ~ \ , ~ ~ S
a Mid. Hei ht Water ° ~ \ ~ ~ - , ~ ,(Q° ~ _ I
° ° Interlocked B ~ \ gyp, ~ ' ` ~ ~ ~0° 6 Fj, ~ ~ ~ ~ ~ ~ ~ x n ng y r - A F ~9, ti ~ ~ I, p 100 Offset
d Un er Lower Limits of Coastal ~ \ • c~ _ - f ~ ~ 0,, ~ti \ \ ~ Dredge SpoO ~ &< From MHW Lme 'ffSet - - _ - _ - - _ - Min.,. 8' CROSS SECTION C-C - - - - - - PIER CROSS -SECTION v!HW Line _ _ - - -
° ° Vegetation/Water Lme - ~ Depoeftion ! ` ~ ~ Bottom Water ° ~ \ \ ~ ' Area ~ P \ ' ~ \ ~ _ - _ - _ - _ _ _ - - - _ - _ _ - - - TYPICAL ALL PIER SECTIONS
° \ \ , ' ~ , 40 ropoeed ~ ~ ~ ! ~ Hausa \ \ \ ~ ~ - - LWMHWUN - - -
G ad ne EI va on Va ie \_~C y ~ ~ ~ - - - - o o cae
~ , ~ , ~ \ i ' \ ~ 1 1 1 1 1 1 1 I I I I I I I I I I I I 1 1 -2' i\ ~ ,p ^ ~ i
6 I I ILa I I I I I I I I I I I I I I I I I ~ 0 ~ ~ ~ ~ ~ 6 - _ _ _ _ _ ,
I I I R I I I I I I I I I I I I I I ' \ ~ ` S S ~ a ~ s I I I CAMA M:-iW Line 0 ~ \ ~ , ~ , , . ~ q ep , ~ , I I i n. 2' I I I I I I I I I I I I I I I I \ o` v 17 ^e ~`it, ~ S S - - - - _
1 1 1 1 1 1 1 1 I I I I I I I I I I l l I I ~ , C 0 X40 < ~e ~ _ _ _ _ 2"x8" P.T. _ _ - - ~ - ~ r e u „ I _ ~ _ Stringera~2'o.c. 2x8 P.T. Decking
I I I I I I l l l I I ~ .5 ~ ~ I I I I 1 1 1 1 1 1 ~ r i ~~i ~ ~
I I 1 I I \ ~ ~ \ 15.5 , I I I I 1 1 1 1 1 1 1 I I I I I + ~ ~ v ~ ~ L/L/_/ ~,l_iLit_,LiL,L,I ~i~iLiLi~i iLil Upper LICTII,S Of , ~ ' ~ \ ~ " 10 ~ ~Qr, „ 5/S Gaiv.
I I I 1 I ~ Coastal Ve etdtion 1 , ~ ,Dredgespau ~ ~ ; ~ 17~ ~ I _ _ g , ~ , ~ Deposition \ Ap ~ \ ~ ~ Bolts Thru 2"x6" P.T. Joists
~ ~ ~ \ 7• 6 Driveway ' ~ ~ Stn ~TYP•) °
2 Nominal Minimum PT ~ „ ~ ~ Propoeed ~ j \ ~ o ~ ~ e - - - ~ ~ , ~ ~ Note: Upland Side of Wood Or Vin I Sheetin Bulkhead To Tie !nto , ' ' ~4o Hovae ~ ~ '.~F ~Q ~ ~ ' h ~ ~ 8 ~ 3.0' above MHWL ~ ~X
Bulkhead Must Be Y 9 ~ y\ ~ 'ps a 'ap• S 10 ~ ' ~ ~ I CONSTRUCTION ENTRANCE DETAIL ~ ~
Constructed Wth A EXIStIn Bulkhead On ~ ~ ` ~ ~ ~^'~S ~ ~ i Penetrable Flter g y i ` Sti u x q^ fe , Driveway 5.5 \ 5.5 ~ ~ ' StQ~
Fabric Square Timber Ptle ,Qd'aeent Pro ertb' 31,1' ~ ' % \ ` ~ ~ e ,~1 , ,e _ ~ ~ MHWL 18 ~ /
/ ~ v ~ 9~ rr\ \ ~ 15,5 ~ ~ ~ ~ . y 1 ~ \ 10 Propos Proposed ~ ~ ~ ~ w Approx. 2.5'-3.0'
4 < ~ \ ~ , House 15.5 House ~ ~'~A Approx. MLWL
~ ~ \ \ , 9^~c'o~~ 35 Sq` ~ 15.5 PROPERTY LINE 3o setback ,7 4 ~ ~ - - - - - - _4 -_40 --t0 20 ` ~ r .
From MHW Lin 5' ~ ` ' ' ~ ' ,7 e ~ \ 15.5 ^ / ~ , ~ . ~ ~10 , Driveway 30 ` 0 ~
Course Bearm Distance ~ . ~ \ ~ 15 ~ he`s ° g AEC !_ir`e ~ k ~ ' V~~~ I ~ ~ B-inn ~ P.T. Pilings V,\~ p \ 2.3. ,tic _ I - Se tic - -
° ~ i i ~ t9 l5 ` 17i 15 ~ i r 15.5 L21 N 53 45 14 E 32.65 75' Offset Frain MHW Line ~ ~ ~ ` ~ ~ ~ 30 ~ ~ ~~0% Repair ~ 9
~ ) ~ ~ , L22 N ~ ~ ~ \ ~ Drivewa , ~ 6 17 67 10 32 E 32.07 y Dnvewa Arco , i
127 Si', ~ ~ A ~ r~, y , - N 0 .1 ~ ~ 1 Propoeed ` ~ L23 N 70°38'26" E 41.42' ~ o h 15.5 Hauee , ' / ~ ~ / ~ I i ~ ~ _,_i3_ ~ 0 Septlcsetb
° i i i i i ` A~ 10 ~ ~ ~ i ~yP.NIP/~ - - i ~ ~ ~
L24 N 45 27 30 E 32.52 100 Offset ~ °'~s ~ Drivew o i u i ~ 9^stN ~ y: ~ 1 `~20 ~ ~ - - - 1 0
L25 N 87 41 38 E 25.30 From MHW Llne ~ ~ , o ~ , ° ~ ~ ~ ~ ~ % Septic ~ ~a - - - i ,Septic ~ h I
L26 N 65 37 38 E 12.88 ~I ~ p;. ' - r MHW SINE ; : ~ Area` ~ Area` > ~ 11 - - - _ -
50' Construction ~ ' _ ' ~ Drivewa ~c3' , ~ tS 0 ~ 3 i ----u--------- - Min. B'
Entrance \ - ,y'~ _ y roposed ~9 `i, , House. ~ p I ~ ~w Course Beanng Dlstcr,c., ~ ~ , ~ ~ I
5 Repair _ _ _ _ . ~ Area ~ ~ • i - - - - - - - - - - _
4 0 4 ~ I N T °nVeWa E ABLE ° ' ~ ' y L27 S 59 13 1 ~ W 16.`~i6 ~ . SQ ~ , 5 ~ '0 i~ s, Q -
r~t,~~ I~I~TI ~I\If1C I ~ c ~F°~~~~1~~ tai 10 4'
v! 1 VI/ A Yv I L/11 VLJJ i-? r v°~v ~ vv O. ~~rl ~ ~ ~ ~
Course Beanng Distance L4 N 49 ~4 49 W 14.9 / i S ~ ' , ~ , ~ i ~ 7~~3~, ~ i~ Q - _ - - i
o i i i ° i ~ , , ~ ~ Q ~ Driveway ~ S~ ~ ~ ~ L5 N 19 23 ~ 8 W 28, '~7 ~ ~ S ~ .se tic L1 S 55 39 58 W 19.90 Proposed P > 8 7 0 ~ - - - -
~ L6 N 85°02'1" W 11.'0' C~, House ~Sl,• Area ~ L2 S 74 34 37 W 7.45 ~ 4 ~ Re air ~ ~ ~ G~ ~ ~ ~ , _ ,urC~ - -
L S 64°03'26 W 41.'~ 1 ~,~epa , L14 S 65 39 28 W 37.42 ~ ~ P ~ Vi / V 0 - - _ ^ - - - - - - -
a° J o ~ ~ L8 S 4 , 2.~ 3b W 21._ ~ ~ P, , ~ . L15 S 68 11 30 W 32.47 ° ~ F, 5 ~,c~ ~ ~ ~ C ~ •0 ~ . ~ p, . ~ i ~ , a
L9 S 19 ~0 ~9 E 2rJ.::B ~ ti 6 ~ ~ L16 S 54 3933 W 58.82 I ~n ~ ~ F• , 6 S ~ , ° , p~ t
_ , ~ ~ ~ 40 ~ G 80 Q' 0• S , ~ ~ hh S ~ ~ 9
L17 S 86°1250 W 23.74' ~ ~ ~ ~ V0 ~ ~ ~ ~ , h h L11 ~ 4e ~ ~ ~ ~ 19.L6' ~ ~ / 6' Se tic ~ ~ i ~ 6 ~ ~ ~
L20 N 25 00 57 W 68.32 L12 S 49 X5'47 W 22.10 'S ~ ~ ~ Area ~ i , 0 ~ ~ S o 0 F i 8° ~ ~ I68]~ CROSS SECTION D-D
L28 ~ ° ~ ~ ~ ~ ~ ~ Repair S 38 10 00 E 23.93 L13 S 80 ~G ~0 32.~.~ Area, i S 09, O' ~ ~ PIER CROSS -SECTION
~ ~ , 0 h ~ ~ ~ ~ ' ~ ; s i 1 NE ~ TYPICAL ALL PIER FINGER
LOCATION OF LOCATION OF ~ ~ i Q ~ , ~ p~~ SECTIONS , i ~
SPOIL SPOIL ` i OFFLOADING OFFLOADING ~ , Q' S , 0' , „a Not to Scale ° , 0 i
AREA AREA v , h 5 i 5 8 ti ,
~ ' ~ i ~S S S ~ ~ 6
r 0- ~ S ~ F , Qj s i 2"x8" P.T.
says cruaraE~ 8 I87) f 8 10 ~ ~ ~ , 0 Q' i Strin ers ®2' o.c. 2"x6" P.T. Decking 0 9 h J~ g ~
rs ~s 0 S ~ ° A,
2449 h~~ 1448 ~ ~ i 5 8" Galy. i F ~ ~
r~, ~ 'sa 9 . I i h ~ ~ NOTE : Pier Cross Sections Bolts Thru 2"x8" P.T. Joists A' ,Gj ~ 0 i ~TYP•) Approx 1 -2 'V
0495 3e ~ o I NOTE: RIPARIAN CORRIDORS ARE DEEDED 8 S ~ ~ ~ Show T ical Con~~truction Of s
S ~ PROPERTY LINES NOT EASEMENTS. `3 ~ ~0~ S • 0 , h ~ ~ MHwL o, s o Entire Pler le. Nc Covered
a52 ( ) ~ 1az S , 2\ 2~' ~ s Q rox.2.5'-3.0' Structures Boat L.Ifts etc.. ~p
NOTE: SEPTIC AND PEAT REPAIR AREAS SUBJECT TO ly PENDER COUNTY HEALTH DEPARTMENT APPROVAL. ly ~ 0'.09, 0, ~ .0 h ~ Approx,MLWL -
Q e~ ~ti , SQ
, / ,
l'~~ s 54 ~o ~ 7 ~ , i 8"-12" dia.
p ~ MINIMUM MINIMUM MINIMUM l~ , i P.T. Pilings i
y 0 bo a DISTRICT SETBACK FRONT SETBACK REAR SETBACK SIDE 0350 2 SIDE ~ , ~ SO ~ - _
~ ~ 0, _ i Q, 0' i -
Note: Spoil will be off-loaded at the area shown R-1 OCEANFRONT 7.5' 5' and Placed on a plastic liner and covered with h ,
plastic temporarily until transported to the 1 3 OF LOT DEPTH Stanwick Shores. site. Silt fencing will be installed 7,5~ ~ NOTE: There Will Be No Fill In - - - - - - -
R-2 SOUNDFRONT TO 33' S to revent sedimentation to Banks Channel ~ ~ 404 Wetlands _ _ - - - i
~ - - _ _
R-~~ NO WATERFROt°!? 20' 15' S~ Q ~ ~ 8° ~ - - o~ 0 0 ~
9~ M S- 0 ; Total Area In AEC:
I - ~n', - - _ - _ - - ~p 14,080 s.f. _ _ - - - _ - _ - - - -
CROSS SECTION G-G ~ Im ervious Area In AEC: _ _ - _ _ _ _ _ - _ _ _
PIER CROSS -SECTION ~ 1, 41 s.f. - - _ -
Not to Scale - _ ~
~ Percent Impervious. - _ _ _ - _ _ _ ~ _ . - = . - c ~ _ - c - 11~ - - - - _
Septic System Setbacks ,S - _ - - - -
10' O Construction Sequence , . - , - - , ~~r „ - " ~ _ , - : - - - - .
Mooring Pro ert Llnes
Pilin s 9 5~. Bulldln s 5~ 1. A temporary gravel construction entrance a minimum of 50' long will be established.
LEGEND 2. Silt fencin will be installed. g ~
MHW 100' 00
3. Establish vegetation in designated areas per seedin specifications. c:' g ~ 0
Bulkheod 4. The aved road will be constructed.
i Property one - - P M
Stair f 5. The bulkhead will be constructed. o Lot Line - -
6. Ored in will be erformed and dre e s oils will be laced behind the bulkhead. ~ 9 9 P 9 P P
i Fin - 1 a Building Setback - - - - - - - - - - 7. The pier will be constructed.
Ili Pi
-11 i 8. Silt fencing will be removed after the road is built and permanent vegetatiom has been .aa
-11 septic setback - - - - - - - - - - established in designated areas.
i~l_ 9. Silt fencing will be installed prior to construction on individual lots (On a Ict by lot
Silt Fence basis.
- 1 MHWL - - - - - - CAMA/ 10. Silt fencin will be removed after completion of construction on individual lots (On a
~2'- . ' 0' 404 Line lot by lot basis .
NMLWL - - 1 Flow Direction ~
MHWL 11. Erosion control measures other than those shown on the plan will be installed should the need arise.
-2` Property Line 0 15' 30' 60' Spoil Deposition Area i
Existing Elevation - _ _ _ _ _ _ _ _ TOTAL PROPERY AREA = 1.58 ACRES (68,605 S.F.)
-3' IMPORTANT: BY NC LAW, GROUND COVER MUST BE ESTABLiSF yD TOTAL DRAINAGE AREA = 1.58 ACRES 68,605 S.F. ( )
_ WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS (WHICHEVEZ IS PROJECT AREA = 1.58 ACRES 68 605 S.F. ( ~ )
1 Note: Total Pier Length=198' Boat 51ip r , = SHORTER FOR EACH GROUND DISTURBANCE. - DISTURBED AREA - 1.35 ACRES 58 806 S.F. ( ~ )
MAXIMUM IMPERVIOUS SURFACE = 17,151.25 S.F. (25~)
_7~ _6~ _5~ _4~
C . ~ rmw r i m n r o a n o ae e e
r ure: ro ec REC~I ~ ED e. nwi r
. r i n n r n~ n- 0 0 o a
JUL29204 i rn
BY:
. .
evasion a e: a e: _ ca e. - raven ro ec

CROSS SECTION A-A CROSS SECTION E-E ROAD CROSS -SECTION Dredge Spoil CROSS -SECTION
Not to Scale Not to Scale Area Elevated By Tattle B,1Ga t Elevated By Tin ra saadln Tabta6.10c
Grading Grading Pa ry g Sa@dingmattuta Tampol'arySeedlrtg 5@ettingmtxlure R@opmrnerEdat3onstbrLato Spaelea wa(1b,'aero} RtvDOFnmeadaTlansfarFall Bpaaka IW? breere
Filter Fabric R/W EOP ROAD C/L N1lntar and Ear{y Spring Rye (grain) 129 p } Amluaf wspedaea (Kobe is Rye (grain) 120
EL=7.00' EL=7.00' EL=7.21' R/W Approx. Limit of Spoil Piedmont and t,,oastal Alain, oil Nareb+InhemHltanst 59 S@@dingdet@a
~ ~ Bulkhead De sosition Area P Emit annuallespedeta when dWMiSnat SorapEaraly~var q rat toe%tend Mounfains--pup, t5 • Doc f 5
beyond Juno. Coastal Plain and Piedrnom-Aug. f S • Doc CO
Pavement; Surface Elevation = 4' _ Se@dirtg dates Solt amendments
Elevation - 5 Existing Grade Slope = .25" er foot Slope = .25" per foot-_~ Existing' Grade E ii 1daFrReins-Ahare 2500 k: F@b. t5 • May 15 Folbw soil 1CSRS or aPpIY 2,000 IbScre Around sgrcuhurnl Gmostonp anq
1 E Bebw25oOh:faA t • May t 1,000PoMacre 4a1a10fani5;ar. Piedmpnhlan.l- 9Aay 1 1 CoastalPlaaD-Dec 1 • Apr. i5 Hutch
~ I i i i i i i i ~I~ A I 1,0001bhcre strax. Anchor cove h I App Tacw wa aw +@, nrJ I V ~ ~ ~a P , ~q, ~ ~ ~ ~ f Sall atn@ndmarlt9 or a mulch anchoring Ipol, A dlEk wtltl Wades stl nearly stnfght can be
8" ABC Base Perv ous Vin, 2' ~ ~ ~ ~ ~ ~ ~ ~ ~ oil De osition Area . ~ ~ ~ ~ ~ ~ ~ ~ 1 ~ ~ ~ ~ ~ Fopowrecomm«tdalionaofsoiltwlsaapplya,pp9braae ounda rruE• usodasamukhuF~horisgraot
1 C' Asphalt Grass per I ~ ~ ~ ~ ~ ~ Specifications i Approx. 2e.sr tufal limestone and 15C IWacva 1aT0•to fenlLzeT. MaErd@nanco ~ T ~ Mp1Ch Repak aAd nlenLite damaged ana Nfanaditlel7. TopGen widl 60
lhraaa at nitrogen in Marsh N i1 b n?pttory 1a eldand Femporsry oovar Appy b,000 fihu? straw. AneltOi straw by tackiAg 1Mlh asplsaN, nailing, b?yon0 June 15, owro?ed with 60 Idytre KaC? iedrsom and Coosllu
Silt fence Existing 2' Estimated ~ or a mulch anchting tcFa1, A disk with W9d@a se: awarly suaigh! can ha ~ PtalnJ or Rousso (MourtedFFS) Inpedesa b lea FaiWUary of ?arly March.
Topography Maximum Area= noted used es s mulch anchoring Fool. m Area=
404 Wetlands Elevation = 0' 560 c.y. CROSS SECTION H-H Line i c.y. Malmenartoa , , , ; , ' Re(eatiGZell gravnh h oat futtyadetluate, Reseed, rafeadtae and mulch im•
EXCAVATION CROSS -SECTION m?dwdaijlaMovrirgaHasbaar luhetdamag~. Table 6.11v Seeding No.1CP for: Seeding Mixtun , , , , , , , ,
Not to Scale NOTE; Spoil Depositon Area 5hail ~~~R Gress•Iln@d Channels; Spacial Raa (Iblann) S AV
Approximate Edge Be Sloped Towards Bulkhead To CoastelPlaln, Lower CommonBermudaprw 40$0(1.21hy1,000h2) Piedmorn, and Dry Stills In ~ Tabta6.iOb
Maintain Sheet Flow 0~ Federally Existing Pier Lme 1;ampataty Saerllf~ Seeding tni><tura the Central Piedmorn Seeding da1@s Y , , ~ ~ . , . ~ . , . ,
Approx. Limit of Maint,~ined Channel tiecAmmandatltmslor Speehs Raa~lbrauoj CoesalPiain: Apr.•Juy I U SUmm@r t~manmilhl A4 PbdmoM: Apr. 16 •June30 , , .
Excavation 3 In the Piadmtxlt and fAlwtuadns, a smalhsamme4 5tkdangrass may tt? ~ ` ~ `
Approx. Limit of Existing Pier Line utb61i1utod eta rata o! 50lbracre. Still amendments Q
i' Excavation r I CROSS SECTION F-F Seadi dales Appy INne end fertpiaar aooordktp b soil teats, or appy 3,000 IWacra m ~ ground epdcuhurel NFMIlaM and ti0o Naas fa1a10fan01zar.
_ ~ ~ EXCAVATION CROSS -SECTION -z.5s Elevation - 0' v -5 MaunNFina--dtwf+ 15 • Aug, li Piodmonl-•Msy 1 • Aug.16 Mulch
I I ~ I -g Not to Scale CoastatPEa41-Apr. 16-Aug. t6 Uae jute, exalebr maalrFp, a otMr effrkaiw oharual HrIMFp material b
I _ / 3 -4 -8 -7 -B I 5D' f oovartho bottom otcfunn?IeenddhchPa. Tha Ynlrlp tllauldexard above 5pli amendmattkt the highest celadaded depth d lbw, on channel eld? elope above the S , ANDERSON BLVD
I I I \ -g ,I Fo4owtalromm?ndatfonsoftoiEtaslsorappty2,4oDbracregroundagricub height, aM In drainages not rarpFkhFp umponry yrlkpa, appy;,DOD larallimashxseand150lb+acrar0•iat0leatltrer, Necrograinst~wandancJrordrawbratapinpnaaklpaverth~bp, ~HlghWdy 50~
-7
/ Ri anon Corcidor ' ~ Approx. Lii p , Existing Pier Line MUiCh Mubh and auNdrornp maarfak mFat not he albwed b wah down elopes Approx. Limit of APDyl,40Dl~acrofafraw,AnchorstrawbytaGdAgwimasphall,rasing, wheretheyuncbpdreingedavfllw.
_-6 Approx. limit of Excavat P / Excavation a a medCh anchoring tool A disk with blades set nearly straight can ba MaiM@ used u @ mubh arallotirp Fool,
F Excavation Estimated Amount of Material To G , Be Excavated: 169.88 c.y. ~ - , F A minimum of 3 wwb h raquFd hx eG:aNishmera. Irtped and npeir mubh irequalny, RNenOf:e 1M bMtrFdnO Apr. wkh 60 Nacre nhragen. , ~ I N
Pro'ect Total ~ ~ " _ , 90' -5 7,54 _ Elevation - 0 / i ' % ~ - _ 5 -2.88 ~I"~° V ITY MAP N.T.S _2,BB R@!ut(gzeY prowltl It not lutyadegrnta. Retaed,rderls2aand mdchim tRefer a Appandlxa.02for boartbal rwmea.
P ~ 12 I I I I mediaaly toNoR4ngerosion or other damage,
Minimum 37 Setback ~ , _ __-4 , I 3
, ~ ~ , From Federally Riparian Corcidor \ , " I Tabk6.11p
Maintained Channel ~ ; ~ i \ DRIVE STILL POSj$ 1 "INTO GROUND ATTACH HIDE FENCE TC POSTS AND SeedlnpNO.1CPIor:Wetl•to Seedingmbdure I:NO E%CAVATE A 6"% 0~ TRENCH UPHILL EXTEND THE BOTTOM OF THE FENCE 6" PoonyDralnedSOllswlth SpacMar Raa(aklaae}
/ g\ . ~ i~"~ fdoorin ~ V i ~ ~ Pilings - S, paONG IHE LINE OF POSiS, WOOD POSTS INTO THE E%CAVATED TRENCH, GOOdMOIstU1'eR@antbn' TaOfesae s0 L N IN DIAHETEA MAY BE USED, ' LAW MelmeltanCe Perlsacola Batliagnss 50
~ \ Barites lespedeta 30 Kobe kepedoxa 10
~ ~ ~ , \ Estimated Amount of Material To NOTE: Piers Shown In Be Excavated: 169.88 c,y.
Perpendicular All nment ~ ~ . ~ ~ \ _ - " ~ Pro'ect Total 9 ~ _ ' ' _ MAX. l0' Seeding notes CROSS SECTION B-B BETWEEN t, From Sepl t ^Mar, t, use unswrsied sericeaseed.
With Banks Channel ~ 23' , ~ ~ \ ~-~v" f' / c~, Riparian Corridor , \ ~ \ Approxl ate Boundary PIER CROSS -SECTION Posts 2.OnpoaydreinedeaesomitsericeaandinereaseKobero3olNaae. 3. When a rFwt sppearence b desired, omit aericea and ilrorease Kobe
, \ e ~ . , ~ " ~ \ A.\ Of Excav ion Dred in ~ e / 9 9 TYPICAL ALL PIER SECTIONS b40Naare.
_ . ~ ; , ~ Area. Ira ct Area 1 _ 2 ABOVE MHW LINE ~ . d 6' Nurp pbrnts
/ ~ ~ ' \3 Not to Scale • 6r Besween Apr.15 and Aug. 15, add 10 Neen German millet or t 5 Nacn rTf' 33, STEP 4, Sudargreu. Prbr to May t or aher Auq.15, sdd 25 Ib'ecre rye (grain).
~ ~ - ~ / 30' ~ °o A ~ ~ \~`~e \ / / , _ A'iACH NE rILTER FABRIC TO THE WIRE BA~KrIi. THE TRENCH AND COMPACT 6' FLNCE 0.eg EXTEND 7XE 80TTOM OF THE THE SOIL FIRM~9 TO ANCHOP, THE FERRIC 66 INTO THC TRENCH BOTTOM OF THE SIL1 FENCE SG THAT SFNdlnp dal@a
/ - \ Q ~ ~ RUNOFF IS FORCED TO GO THROUGH THE tea POA~h FENCE AND CANNOT GD UNDER IT,
20: Moving ~ 4 ' Pir.,gs ~ \ _ _ _ _ 2"x8" P.T. . a Eary eprirlp: Feb. 15 • Mar. 20 Feb. 15 • Apr. 30 Stringers ®Z' o.c. 2"x6" P.T. Decking r"~~,~__~, Fall: sapt.t-Sapt.30 Sept.t•Oct3t
' ii ~ ~ ' 6' / \ ~V ' ` ' t r„ ~ .~-T # `ice-.,;
~ t2 \ \ i ~ A ~ 25 , 5/8" Galy. i . ; Sall am@ndments
9 ~ 1 ~ Bolts Thru 2"x8" P,T. Joists :"-ti .A Appysmeardferldiroraocadingtosdltests,orappy3.0005,0001b1aae T x 70 , , r; groundapricuhunllimestone(usethebwerrateonsandyaoils)and1,00D YP) . 1 Naaelatal0hdil¢er. v,: .
_ 8 ~ ~ \ \ ~5 ,gyp ea
\ 5 ~ - \ \ \ 0 0 o r Mulch S -12 ells. 4,000 Naas rain clove or uivalem Dover of enotlwr suitable
7 ti `r ~ " o Q oQ \ \ \ ~ 0 ,T. Pilings Min. 3.0 mulcfk.ArK:horetrawbytar*npwithesphell,neoing,orrovirgabyairnp• ND; Bottae of f i t te^ fadrkc oust De mg wfth a muldl aldwring beL A disk whh blades aW neary etrelghl an
BULKHEAD \ Deeded Common A To ! ti 1 pQ NEIGHI:~T elated in trench and secured Dy be usedoamubh srFCflod tool. MAX, STEEL POSTS either backfillina wl th toil ~ 3, raterfal and ta°amg or Dy Diann
DETAIL - `~omeowner'e Aesocia n / ~ ~ X, \ NIAE FENCE tHOG WIRE° cashed stone to a neignt of 6' Malnt@nanC@ MIN. shove ground level.
Not to Scale 2~~ x10" -5 ~ u' i wau cap ry : Q, ~ x ~ ad _ ~ ~ ~ Pro osed Bulkhe 2, FILTER FABRIC Mgroerthisleasthenfulyedequate,refertil¢einthesecondyear,aceod• 'i ~ -BOTTOM OF WIAf FENCE ANG mg b 6af teaU Of bpdre89 Wlth SOO IWecre 1D•10•tD fenllQat. MOW as
Top Waler _ - - _~~~~r:, ~ \ 0, A ~ p ~ ~ ~ \ \ ti ~ 4 ~ , i~ r FILTER F aBR I G auR I ED needed when aeries $ omlaed from the manure. Reseed,leNl¢e, end " ,r 6" Irv EXLavartD TRENCH, mubademepedare88immedietely. ~ <
10 ~ ~ L ti 0 0 - ~ \o \ ~ r ~ 3.2' 4 4 a ti _ - _ _ _ s; - - - - - - - - - - - - - - , ~ T GROON '+7~+ + ~'r P ' t - - - - - - - - - _ - - - . - - _ _ - _ _ - _ ;xN: -..EL o,T DRIVEN 1~ IN c D Rehr Apparel 802brbotanlcal b be , names.
\ , ~ ~ \ \ ~ x - - _ - - - - i_._1 _ _ - _ _ _ _ _ SILT fCRL[~
o Mld. Hei ht Waler o -3 ~ ~ \ ~ , ~ J'
Interlocked B _ A~, \ ~0„ ~ ~ ~ J r,a~:. ~~~~c~ i A ~ i . r , v .-i ~ ~o x n ng yr 6 ~ - _ _ -
ti ~ ~ ~ ~ p 100 Offset d un er Lower Limits of Coastal ~ \ \ F ~ r , _ - Min. B' iffset _ - - - - - - - - - - - CROSS SECTION C-C - _ _ - - _ _ - - PIER CROSS -SECTION
\ \ ~ i Dred e S oil I ~ ~ o Bottom Waler a Vegetation/Water Llne \ - ~ , g .p ~ t F From MHW Lme \ \ ~ DeposPoon / \ X\ ~ NHW Line - - - - _ - _
i 0 0 , ~ , i Aroa ~ ~ ~ \ \ 0 ~ ~ ~ 4o Proposed ~ TYPICAL ALL PIER SECTIONS - - - - l BELOW MHW LINE
Gad L ne EI a on Va ie \ ,`L~0 ~ Houee ~ ~ ~ 10' - - _ _ _ - _ - _ - Not to Scale
i I I I I I I I I I I I I I I I I I I I I I , ~ , ~ ~
I I V I I I -2 \ ~ 1i ILaR 1 1 1 1 1 1 1 V I I I i ~ i~ , t / , 6 - _ 6 - - - ~r = , -
I I al rs I I I I I I I I I I I I I I I I I ~ \ ~ ~ ~ ~ ~ 5 i S@ I I in~'2' - , ~ CAMA MHW Line ~ \ \ ~ ~ ~ ~ ~ , I I I I I I I I I I I I I I I I- 1= r\ r ~ ~ 17 qr p~! ` S ~ -n.~ - - - --r -
I I I ~ ~ C \ , / ~ @p c ~ I I I I I I I I I \ I I u ~ ~ I I I I I ,p S - - 8
I I ~ ~ , y ~ ~ ~,p I I ~ 1 ~ i/ ~Jo I I I l l l l i t l 1 1 1 1 1 1 , ~ ~o C+ ~ X40 ~ I I ~ A ~ ~ ~ .5 I I ~ - ~ ~ - - ` - ~ ~ ~ ~ " Stringers 0 2' o.c. 2"x8" P.T, Decking
I I I I I I I I I I 1 1 1 1 1 I l l I I I ~ \ ~ ~ I ~ 'spy ~ ~ ' 15.5 - i 0 L/L/-/ ~i~iLi~iLiLiLil p./LiLiLiv iLil Upper Limits of 1. , ; ~ ~ ~ / '{0 ~ G 0
I I i,, , Coastal Vegetation , - ,Dredgespali ~ ~ ~ ~ ; ~ ~ ~ ~ ~ ~Q~
~ 0 Bolts Thru 2"x6" P.T. Joists ~ ~ ~ RO ~TYP•) °
, , ~ %v ~ ~ ~ ~ ~i ~ Driveway ° V 0 ~ 2 Nominal Mlrnmum PT 2 ~ it Pro ~ ~ Fo A - i i 18 i 18 ~ ` , 3.0' above MHWL
Note: Upland Side of Wood Or Vin I Sheetin Bulkhead To Tie li~to ~ ' ' x'40 H ` ~ ~ ~ v' '~@@o " " ~ i ~ ~ J CONSTRUCTION ENTRANCE DETAIL
Conk tructed WitBe Y 9 u y\ ~ \ F,s A ,C f ~ 7 ~ 4~ " Penetrable Flter A Existing Bulkhead On ~ y ~ ~ \ 0~~, LS 10 ~ ~ ~ Square Timber Plle ~ ti , ~ ~ ~x 9 ~@" Drivew
Fabric Adjacent Property a,,1 , ~ ~ ~ ~ ~@o~, ~ ~ 5.5 y , 5.5 ~ ~ ' StQ
~ r~ ~ ~ 7 ~ ~ 18 ~ ~ MHWL _ ~ -
~ 15.5 1 ~ 9 ; ~ 4 ~ , ~ ~ , ~ ~ Propoe~ ~ ~ ~ ~ 9S`@A, '~j' ~ \ i t0 Houee Propoaed ~ ,o?s ~ House ~ ~ ~ ~ Approx. 2.5'-3.0'
PROPERTY LINE 30' setback ~ ~ ~ ~@o~c 35 _ 15.5 15.5 ~ mr„ A rox, MLWL
From MHW Line 5' ti ~ ~ ~ ~ ` ' l'~ --._40 20 -------PP----- ---1D ~ ----8 / T
~ ~ . ~ 15.5 / / , ~ . ~ ,J 10 i Driveway 30 Course Bearing Distance ~ ~ - ~ ~ 3 , ~ 30 ~ ~ ~ ~ 8"-12" die, J ° ~ ~ s'min y ~ P.T. Pilings
AEC !..ins ~ ~ ~ 15 ~ ~ h J ° L21 N 53 45 14 E 32.65 7 ~ f f p ~ ~ ~ , ~ ~ , 15.5 Septic _
(5 0 set Fro 'n MHtiy Ling. - 3D ~ . L22 N 67° 10' \ ~ ~ ~ ~ 32 E 32.07 , ~ ~ ~ ~ ~ Driveway 6 ~ ~ Repair ~ aeraWe ~ ~ _ Area 9
o i i i , 2 . ~ ~ A ~C , Dnveway ~ L23 N 70 38 26 E 41.42 ~Z ~ @ 0 ~ Propaed ~ ~
~ @ ~X / ~ Houee I \ \ ~ _ ~ 0' Se tic Setb ~ - ~ _ - - - _ _ _ _ -
L24 N 45°27 30" E ~ ~ Ao. ,D o,°' , 15.5 , 32.52 100 Offset ~ ~ h , @ i Driveway - _ - _ _ - - - I ~ ~ ~ \ J - - - - _ - - - - - - - - - i \ \20 O ~
L25 N 87°41'38" E 25.30' From MHW Line 9@`@ j ~ ~ o I II ~ ~ / ~ ~ ~ ~ " J - - ~ S -
L26 N 65 37 38 E 12.88 ~ - ~ se tic I~HW LINE _ 4; , , p Septic . ~ ~j °I _ - - -
~ ~ 4 Area- 50' Construction ~ ~ ~ Driveway _ _ _ 4 Area-~ > ~ JJ Q~ - ~ p,, ~ _ _ _ - - - _ _
. Entrance 7 _ \ropoaed ~9' Course ~ House. ~•0 , ` r ~ ~ _ _ - - Min, B'
B~aring Dlsta~oe 5~ ~ 0, ; cam,, F , Repair ~ ~ - - - - - - -
404 LINE TABLE ~o° ~ ~ , Driveway ~ . L27 S 13 15 W 16.0 ~ ~ ~ ~ ~ ` ~ Area ~ ~ ~ ~ ~ - - _ _ _ _ - - _ _ - _ _ ~ ~ ~ ~ Q
~ 's CAMA WETLANDS L3 s ~e 28 31 ~ ~ 5 _ ~ , W 19. ~ 4 / g ~ _ - - - - - -
~ Course Bearing Distance L4 N 49 ~4 49 W 14.`;9' / i J ~ ~ ° \ ~ . ~ ~ V S J 1~ - - _ -
L1 I.5 N 19° 23' 18" W 28.x:7' A , Driveway s ~ ` ~ ~ ~ S 55 39 58 W 19.90 ~ ~ S ~Se tic ~ ~
_ - - - - i ~ am,,,,..a . A 7, P i ,
L6 N U2' 12" W 11. 0' , ~ / ~ ~ Houee "A;~'~.\ Area ' S 74 34 37 W 7.45 ~ ~ vOI~~~, ~Cre~ ~ ~ ~ v~~ C' -
L14 S 65 39 28 W L7 S ~4 03 26 W 41."~ 1 ~ ~ Repair ~ ,C~ 37.42 ° ~ 'S ~ 'Area ~ Repairs ~ ~ ~ ~ 0~ 30, - - _ - i S 0 ~ _ - _ - _
° ~ ~ L8 S ~4 25 " ~ ~ 36 W 21.3 P ~ ~ L15 S 68 11 30 W 32.47 ~ , Area ~ 0 ~ 0 D~, / ~ - _ - 4
L9 ~ 19 50 39 E 26.c 8' 5 ~ N 6 ~ ~ ~ ~ 0 L16 S 54 39 33 W 58.82 ° ~ ~ ~ ~ ~ ~ i i 0 , ~ ~O i
L10 S 57 ~ ~ ~ ~ ° ° 2~ 40 E 15.~.~+ ~ G ~o ~ ~ p~ ~ S , , O' ~ , ~
L17 S 86 12 50 W 23.74 X11 ~ ~ ~ V0 ~ 2 ~ ~ ~ ~ h h h h d'• , , I ~3j, ~
L20 N 25 00 57 W 68.32 I ~ ~ ~ , ' ~ ~ ~ ~ ~ 2 septic ~ i ~ _ - S Jb 7 V~ ~2,~. ~ 'S ~ Area ~ i ~ 6 S, ~ .S ~ ,
L28 S 38 10 00 E 23.93 ~ _ ~ S ~L ~ Re air i _ ~ , , ~ . ~ P , ~ Area ~ •0 ,~2, , S 0 ~ I . 0 F ~ S• ~ S. 0 O. , CROSS SECTION D-D
~ ~ ~ 0 9, , PIER CROSS -SECTION
~ ~ ~ LOCATION OF LOCATION OF ~ ~ ' ` i ~O;S i 0 0 ~ ~ ~ TYPICAL ALL PIER FINGER
i ~ i Q SPOIL SPOIL yt ~ ~ ~ OFFLOADING OFFLOADING ~ ~ ~ pc ~ SECTIONS
AREA AREA ` 0 ,h 5 ` S ~ 0~ i Not to Scale i 5 S• ~ 0 S ~
I~Sj ~ ~
g ~S S s'-- S , • 0 0
eaxr~s auwr~~ 8 fall r 8 10 0~ i ~ ~ ~ F 0 S S• ~ „ „
r~s 's 0 G O • 2x8 P.T. i 'Q ~ 9~ G~ Q~ i Stringers ®2' o.c. 2'x6" P.T. Decking ,M~ G/'~~, s a J
_ t ti~ J 1448 2449 y
r,, ~ ~ ~ CT E . Pier Cross S v C ~ I ~ ri S Bolta Thru 2"x8" P.T. Joists
O ~ '''a 9 0495 3 ~ 1~ i ~ ~ O i ~TYP•) I Approx 1'-2'
~ NOTE: RIPARIAN CORRIDORS ARE DEEDED S , 5 452 PROPERTY LINES (NOT CASEMENTS.) p, ~ • Show T ical Constrac:~o ~ ~f ~•.s, ~ YP
~ - i h i - - - ~G' S Q , ~ntlre Pler Ie. NO ~ ~V= f MHWL
c NOTE: SEPTIC AND FEAT REPAIR AREAS SUBJECT TO ~L C / c~ ~o ~~-C C ' , , lJ P ~ Structures Boat LIB ~c. rox.2.5-3.0 p OG 0, MP
PENDER COUNTY H`ALTH DEPARTMENT APPROVAL. Q ~ i 0 ~ Gj ~ _ _ _ ~ Approx. Mlw~ , 0'
ti i ~ i , -
o ~z~ 1 e 64 a ~,o i , ,
~ ~ a~ MINIMUM MINIMUM MINIM' M ~ 2 dia.
e~ 0350 DISTRICT SETBACK FRONT SETBACK REAR SETBAC', S ~E v1 i ~ P.T. Pilings .1E ' - , i -
e~ . _ i
Note: Spoil will be off-loaded at the area shown ~ R-1 OCEANFRONT 7.5 and Placed on a plastic liner and covered with 0 0- 0' ~
plastic temporarily until transported to the - Stanwick Shores site. Silt fenang will be installed 1 ~3 OF LOT DEPTH ~ h ~
to revent sedimentation to Banks Channel. R-2 SOUNDFRONT ~ 5' ~ NOTE: There Will Be No Fill In - - - - - - - - - -
TO 33 ~ 404 Wetlands _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _
R-4 NO WATERFRONT 20' 15' ` _ - _ i _ _ _ oQ ~ Sr • ~
o~ ~C ~ . 9, , _
/ 's o , Total Area In AEC: _ - _ _ - - - Min. 8' - - M Q ~ _ I
CROSS SECTION G-G ~o ~ !y 14,080 s.f. - - - _ -
PIER CROSS -SECTION _ _ Im ernous Area In AEC: _ _ _ _ _ _ ~
~ 1, 41 s.f. _
Not to Scale ~ Percent lmpernous: ~ , _ f' _ ` - . _ _ - - - - - - _ _ - _ ~
Septic c s;.m Setbacks S - _ _ ~~r - -
Mooring p 10' ro ert L~ ,e. ~i = - _ n~~ r ' - _ - Construction Sequence - ~ ° _ _ r _ ~ ~ - - - . - - _ - - ~ - _ ~ : - - - -
Pilings - j' 1. A temporary gravel construction entrance a mir' n of 50' long will be established.
Build~ c 5~ __J LEGEND
~ 2. Silt fencing will be installed.
"r~~'V'' 100' 3. Establish vegetation in designated areo~ ~ ~d` ~g specifications.
Bulkhead
Property Line - - - 4. The paved road will be constructed
Stalr Pi 5. The bulkhead will be constructer. - o
Lc Lot Line o
Fin i=1 _I 6. Dred in w' ~ N = g g ill be performed and ~rec sr ,~s will be placed behind the bulkhead° ~ - r, * "
P i - Bi III O e ~ ~ Building Setback - - - - - - - - - - 7. The pier will be constructed. ,4-
!-1
= s. 8. Silt fencing well be removea c .er ~e gad is built and permanent vegetation has been Q . septic setback - - - - - - - - - - established in designated areas. ~ ~ ~
' I_I lll_ $~A1.
i ~-i 9. Silt fencin will be installer. r' ~ 16879 g t' construction on individual lots On a lot b lot ~ ~ t P ~ Y s„
- - ~ 1 Si MHWL - - - - Silt Fence basis). '".!i"~,t~ ~ c~~;
- - - - - CAMA/ 10. Silt fencin will be remove of r completion of construction on individual lots i;On a =4'~j~~
"2` ~ ~ 0~ 404 Line NMLWL - - lot by lot basis . y'~xsk`~.jz,;;i•y'
MHWL Flow Direction 11. Erosion control measure o er than those shown on the pion will be installed should
the need arise.
-2' Property Line ~ ~ 0 15 30 60 i------~
Existing Elevation SI Spoil Deposition Area i ~
' -3' TOTAL PROP = ERY AREA 1.58 ACRES (68,605 S.F. IMPORTANT: BY NC LA ,GROUND COVER MUST BE ESTABLISHED TOTAL DRAT =
NAGE AREA 1.58 ACRES (68,605 S.F. r ) WITHIN 15 WORKING ~YS OR 30 CALENDAR DAYS (WHICHEVER IS PROJECT -
Bc Note: Total Pier Length=198' ~ , AREA - 1.58 ACRES (68,605 S.F.) Boat Slip SHORTER) FOR EACF GROUND DISTURBANCE.
" DISTURBED AREA = 1.35 ACRES 58,806 S.F. ( )
-7' -6' -5' -4' _ MAXIMUM IMPERVI - ~ ~ OUS SURFACE - 17,151.25 S.F. (2 0)
i ure: ro ec • ormw r e im n e an ao n i e: ' anw is or e
R C~I~,~~;I~ r in - so nr 0 o n a an
ci n ~ _
UL 2 9 2004 ~
evasion a e. - ~ ~ -
e. 8~.~~ ca e. - ra~ n ~ . ro ec

CROSS SECTION A-A CROSS SECTION E-E ROAD CROSS -SECTION Dredge Spoil CROSS -SECTION
Not to Scale Area Elevated By Tab!@8,188
Not to Scale Grading a Elevated By Tem r8 S@edlri S@edfn mDtture Ttsbf68.10C Grading Red4msnettd~atlo sforLato f7 tae Rau 1~,'aero TempOraryS@eding Seedfngmbtlure
Filter Fabric RIW EOP ROAD C/L WlnterandE 5 In Rye (grain) jgD } R@rommertdstlonsfaFaB Spwba polo{lbleere}
EL=7,00' EL=7.00' EL=7.21' R/W ~ ~ 0 Annual lespedeza (Kobe is Rya Igrairl) f 20 Piedmont and Casalal Plain,
Approx. Limit of Spoil Bulkhead Depsosition Area loll Kareanknidovmains) 50 S@edln$dat@s Qmtt annua# bapadeta when dUralianat tomporaryoovar i9 rat taaxtend Mounq;as--.Aug, t5.Ooe 15
beyond 3une. Coastal Plain and Piedmont-Aug. 19 • Doc. 90 ;
Pavement Surface _ , S@@ding del@s Soil attrendmenta
Exis ' ~ _ i SI - Elevation - 4 Elevation = 5' ting Grade I~$10 a .25 er foot i ape - .25 per footer _ Existing Grade Mmlreains-Above 25D0 iL• Feb.:5 •May 15 F61gW yy~ ttsla or apply 2,000 Ih~acEa praunj agricuRusal IimgStane Intl ~ Sebw 250D 1t: lab, t • May t 1,000 Ib+acn !0.10.1 Ofed13ta.
E E Ppdmont•~ian. 7.3,tay 1 1 Coastal Pain-6elx 1 • gor.15 fAufeh ~Z p
~ i ~ i i i i i 1 Appy 4000 sa4cre straw. Anchor unw Lrkin with u xa, I neJ• A L N by 0 p 1, mg,
8" ABC Base Perv ous ~ uin. 2' ' ' ~ ' ' ~ ~ ~ 011 a osition Area ~ ~ ~ ~ ~ ~ ~ 1 ~ ~ ~ ~ ~ Soil atn@ndm8rd9 or a mulch anchoring tool, h dick wth btedas sat needy stroigM can ba ~ ~ ~ ~ ~ FoSOwrewmmendationsafsaitoatsaepply2,gOglaaae ounda riut• usedaserrukhanthaiaptaol. 4r g
As halt Grass er ~ ~ ~ 10' P P I Specifications approx. 2a.s7' 1<Aral limestone and 750IfNaCre 10.70.10 senilirer. MBEatenanc@
MUICh Repair emd retenllite damaged anu Ynm+dietdy. Topdreea veldt 50 Ihraca of nitrogen n MardL N d I, naatstry to esiend semporag cavar
Appy d,D00 Tofacro straw. Ar0.NtOf straw br' taCkitxg vP1ts uitsap, nD16ng, bayt3no June t 5, o+rorsoad with 50 IbhcAa kcce (Piadraom old Caestsu \ aF a mulch enGtorir~, b61, A d'ISk with bledas ae: nearly straight can be puh} a Korean;Moumeisx} laspadara htlM+t Fetxua of oar Mawh.
Silt Fence Existing Topography 2' Estimated Maximum Area= mated uaodesamukhanthlsringssul. ry y im Area=
404 Wetlands Elevation = 0' 560 c.y. CROSS SECTION H-H Une c.y. Malmenanoe , , , , , ,
EXCAVATION CROSS -SECTION flelertiCizell growth isnosfulryadequate,P,es@ed, rafedilae and mulch im• medialay tpsbwirrg aosbaar athardamape. Table 6.11v
Not to Scale NOTE; S oil De ositon Area Shall Seeding Na. 7CP for: Seeding Mlxturo Rf , , , , , , , , Grass-tined hen t DGER C nets; Specie Rab(Waaa) S AV , . , , \ , \ \
Be Sloped Towards Bulkhead To Coastal P181n, Lower Common Barmudaprw 40.80 (1.2 b11,000 ftz) I-
Approximate Edge Maintain Sheet Flow Of Federally Existing Pier Llne Piedmont, and Dry Soils In ~ Tabl@ 6.iOb 7ampotary See~lnq S~dinp mixture the Central Piedmont S@edlnA daua Y , ,
Approx. Limit of Maintained Channel RecommendatEoesiar Speeros Rate(Ib+auoj CoastalP~in: Apr.•Juy
Excavation Stanmer Garmanmill@t AO Piedmont: Apr. 15 •Juna30 , , , , , , , , , , , , In the Fiodmant and ttoumains, a small~sbnlmed Sudanprass may ba ~
Approx. Limit of Existing Pier une stlbssdutad ~ a rate at SD Na+acra. II Q So emendmertta
F Excavation \ v \ CROSS SECTION F-F Seetlin dafe8 APPy lima and 1Mlwr aooordbJ to sail sea, ar appy 3,OOD Ibises N ~ ground priakunl 6meatona aM500lb/aae 10.10.10 feAniur.
EXCAVATION CROSS -SECTION -2.56 Elevation = 0' -5 Maunlaim~tay 15 • Atq.15 Piadmom-•May 1 • Aup.1 fi ~~h
I I '11 i -9 Not to Scale Coastal Pfai1T-Apr. 15 • Aug. t6 Uae job, uccelafa matting, a olheT eNxaw charmd lining material b
I / -3 -4 -6 -7 -B I 50' coverlhe bottom of channdurddtchea. The inirg should extend shave Solt amAndtnettt6 the h~hest calalated depth d floe. On dunnd aide abpn above thb S. ANDERSON BLVD
I I I / ~ -8 FolbwracommendaGonsofooJt@stsorappty2,DDDlblxregraundagriwl• heght, and in dr~napp not requiring umpaary Yninpa, apply 4,000 t~tallimatloneand759Nfr+3a@f0.10•t0lert#H2eE, blacroprainalnwandandaratRwbyahplirgneGblgovarthebp, ~HlghWay 50)
_7
\i / ~ , A rox. Li Riparan Corridor Existing Pier Line pp 8lp1Ch Mdeh and anchoring mawiala m6at not bo albwed b wnh down sbpea Approx. Limit of 1,0061fPacretEhaw.Anchorstraw t wherotMyeandogdrolnapedevfcea
" -6 Approx. Limit of Excava P / ~ - Excavation b1' adtkgwittl asphep, potting, @r a msdth anchoring IooL A disk with tllades @e1 nearly atroight son ba Helm@~~
' v Excavation Estimated Amount of Material To , Be Excavated: 169.88 c. • G ' Y ~ , vied as a mulch enOhOSing tlxx, A minimum d F 3 wwka b requ iur esubliahmant. Inapap old repair
Pro'ect Tatal ~ ~ _ , so~ ~ ' ~ ' _ - 5 7,~ _ Elevation - 0 _ NlAlta@tsa~ mukttt iroquemy. ReleMixe the ,awing Apr. wtth SO Naas ndrogen. VICINITY MAP N.T.S
/ 5 2.88 ~ ,2 ~ I I I -2.88 ft@!erti€iza i! growihie noslufyadequate, Reseed.referttila a:ld mukhim TRefer b Ayrperldfx8.02for boladoat pomp. I mediately tOSowi+>8 aroaion ar other damage,
r / , ~ .20 -7 -6 I -4.5 -4 -3 Minimum ~ 37 Setback , ~ - , - 4 , I I 3
~ , / ~ , From Federally Riparian Corridor ; , , \ I Table8.11p
Maintained Channel / ~ ; ; ~ , DHIYE STEEL POSTrS INTO GROUND ATTACH WIPE FENCE TO POSTS AND Seeding No.lCPfor.Well•to Seedingmbdure AND ExCAYATE A b"x S' TRENCH UPHILL EXTERD THE BOTTOM OF 1HE FENCE S` Poony Draln@d Soils wnh SpecNar Rasa (Iblaae)
V ~ v ' i=" Moorin V ~ ~ i g\ ~~ONG THE LINE OF POSTS WOOD POSTS INTO THC E%CAVATED TRENCH GOOd MOIStUf@ Rat@ntl0n; Tab fesae 80 IN DIAHETER MAY BE USED,
Pilings, " 6, / \ LAw Malntenence Pensacola 8ahiagrass 50 Barites lespedeza 30
/ ~ ~ ~ Estimated Amount of Material 1'0 NOTE: Piers Shown In ~ 1/ , ~ _3 Be Excavated; 169.88 c,y. I Kobe bapede:a 10
Perpendicular All nment / ~ , , \ _ - Pro'ect Total 9 ~ ~f - nAx. 1D' Seeding notes
With Banks Channel / , 23' ' \ Riparan Corridor , / ~ ~ \ ~ \~o„\ Approxi ate Boundary CROSS SECTION B-B DETweEN 1.from Sept.1•Mar.l,useunscarifiedsericeaseed. PIER CROSS -SECTION POSTS i 2.On poory drained sites omR sericea and ncrease Kobe b 301Naae.
av Ion/Dredging 3. Where a neat appearance re desired, omit sedcea and increase Kobe TYPICAL ALL PIER SECTIONS blobhcro.
/v ~ , ~ Area. Im ct Area 1 _ ABOVE MHW LINE , , ' P
- ~ ~ \ti\ 2 Not to Scale O6. NBetween Apr. t5 end .15, add 10 Macro German millet or 15 grlacre Aug STEP 3, S1EP 4, Sudangross. Prbrb May 1 or altar Aup.15, add 251b1~re rye {grain).
/ " \ ATTACH NE FILTER FABAIC TO THE WIRE BA~'Nrrl THE iAENCH AND COMPACT I)' FENCE 0.NQ E%TEND THE BOTTOM OF THE THE SOIL FIRM'_M i0 ANCFgA THE
FABRICS INTO THE TRENCH BOTTOM OF THE GIL1 FENCE 50 THAI Seeding deice RUNOFF !S FORCED TO GO THROUGH THE ~a Poaalbb FENCE AND CANNOT GO UNDER IT.
/ 40 ' \ 'Mooring { 4 / Q ~ % Pilings \ P4 \ V~ - - - ' 2"x8" P.T. Early aprirp: Feb. 15 • Mar. 20 Feb. 15 - Apr. 30 Stringers ®2' o.c. 2"x6" P.T. Decking , , Fell: Sit. t • Sept.30 rapt 1 •CcL 3t
~ / 6, i / 0 \ ;
12 " / \ ~ \ / ~ , \ ~1 i \ ~ 25 , xT to r v=?~~ Solltsmendmen 5/B Galy. ~.I
\ / ° - ~ ~ \ Bolts Thru " " t ~ ;.~=i ~ r T Appy6meandfedilizaraccardingtosditests,orappy3,000.5,OOObfaae 2 x8 P.T. Joists ~TYP) v- G, , j grouMagrx;ulturollanesbnelusethelowerroleonsardysoils)and1,000 i b/acrel0.10.10fenil¢er.
s ~ ~ ~ s ~ g \ \ \ •~5
~ oa ~ 5 8"-12" die. Mulch .
v ~o r _7 \ \ ti , 6 \ 0 ~ oQ P,T. Pilings ~ SECTION } ~w ' Appy 4,000 Where gram straw ar equ+waleM cover of another suitable Min. 3.0 mubh.Ancdtastrawbytaddngwithesphah,netting,orrovirgabyaimp• NGTE Bottor of i; }te• tatnc cost he ing wkh a muldl anchoring tool. A disk with blades set peony atreipht can
~ ~ ~ ~ t ~ BULKHEAD \ Deeded Common To J ti , ' 1 pQ NEI~•NT; Dlaced in trench end secured t} be used 86amUlCh arcfwh 1001. i^a%, TEEL POSTS either tack illino dlN soil ~
DETAIL ~ 'I~omeownera aeeocia n ~ ' \ ~ raterial end taroina or ty p7acir XIAE FEN[E tHDG WIRE" washetl stone to a neignt of 6' H,!N. above around level, MBfntenalKl@
z" x1 a' -5 ' ~ 1 ~ ~ c~, Not to Scale \ ~ ~ , FILTER FABRIC ttgrowthiebasthanfldyadequate,referGlizeintheaeoondyear,aaord• inp b adl bete or topdroas with 500 Ib/aae 10.10.10 fertil'¢er. Mow as
To Waler Wa° c0P ~ _ _ ~ ~ ~ \ Proposed Bulkhead P \ \ o, eorTDM or WIRE FEnG[ Ann neerbd when aericaa b omitted from the monure. Reseed, IeNI¢e, and - FILTEA FAAAIC 86RIED mUgh
v ~ 10' ~ 4 \ ~ ti 2 4 ~ ~ ~ ~ "^`I 6" IN Ezcav~TED rRENCn, damagadereasimmediately. t +~w v7i+ III--- G'fEL POST pAIVEN ]8° INTC GROUND
\~t V , ~ ~ - \ V ~ ~ x ~ ~b 177.5' ' ~ 1Referb Appartdix B.02forbobnical names _ - - - _ a_.-~ _ - - - - - - - _ Sli.? fCRCC
\ \ 5
~ ~ S ° Mid. Hei ht W I ° -3 \ ~ ~ ~ a er ~ ~ ~ ~ ' ~ ~ ~ °
Interlocked B ~ \ A0; ~ ;A~p„ , ~ I _ - -
9 ~ ~ ~ F ~ ~ 'd ~ 100 Offset d Un er Lower Limits of Coastal \ \ . ~ , 0 - _ _ )ffset _ _ = - Min. a' - CROSS SECTION C C
Vegetation Water Line - ~ \ \ ~ ~ Dredge span o ~ < From MHW Line o Bottom Waler o ~ ~ ~ \ , Depoekion p X , - - - - - PIER CROSS -SECTION MHW Line - - - - _ _
\ \ ~ 0 ~ i J' 40 Proposed ~ ~ _ _ _ TYPICAL ALL PIER SECTIONS -
G ad L ne EI a on Va ie \ rti~0 , ~ House \ ~ ~ ~ ~ 1 O' _ _ _ _ _ _ - _ - _ _ - ~ BELOW MHW LINE - - -
_ \ ,i ~ I I I I I I I I I I I I I I I I I I I I I - - - - - - - - - - - - Not to Scale
2 \ ,F I I La I I I I I I I 1 1 1 1 1 1 1 1 - / _ ~ _
I I I R I I \ cd ~ ~ ~ ~ ~ 6 alelrs I I I I I I I I I I I I I I I I I Q ~ v ~ 5 S ~ i 6 _ - _ - _ _
I I in, 2' 11 I I I I I I t I I I I I I I -~1=~~ ~=~~c-~ CAMA MHW Llne \ V ~1, ~ a,~,- q ep . I I I I ~ \ ~ ~ , ~ . ~ ~ 17 ''ep fe ~ S I I I I I I I I I I I I I I I I ~ \ V , \ ~ ~ 3 _ - _ s' S - - - - - - - - - -
I l l l l i l ~ ~ r ~U~ o~, ~ I I I I I I I I I I I I I I ~ I I ~ ~ oo~i \ .5 I _ ~ _
I I I l l l l I I I I I I I I I I I I I I ~ ~~1~ \ ! ~ ~ ~ 15.5 - - - ~ L/L/_/ ~/L/L/vL/L/L/I ~/L/L/L/L/ /L/I Upper Limits of 1 , ~ '10 ~V~ IO _ _ _ _ _ ~ . _ _ _ _ _ . _ ~ _ _ _ , Stringers ®2' o,c. 2"x8" P.T. Decking
00,, 5/8" Galy.
I I I.. Coastal Vegetation , ~ ;Drodge,Spofl ~ ~ ~ ~ ~ t7- - ~ I I I ~ _ ,v ~ L ~ Deposla on ~ \ \ T ~o ~ ~ / ~ ~ I I I ~ A Bolts Thru 2"x8" P.T. Joists
O 2" Nominal Minimum PT y ~ ~ \ \ ~ ~ ~iF , /b \ A Driveway ~ ~ O~ tTYP•)
Note: Upland Side Of Wood Or Vin I Sheen ~ y ~y Propaaed ~ ~ o~y, ~ ~ e _ _ t6 Bulkhead dust Be Y 9 Bulkhead To Tle Into 4o House y ~ , ti ~ o~ / i 1 B ~ • ~ , 3.0' obove MHWL i
Constructed With A " \ ~ a • S ~ i ~ ~ i 0 10 Penetrable Filter S uar Ti Existing Bulkhead On \ ~ ~ ys ~ ~ , i ~ I CONSTRUCTION ENTRANCE DETAIL ~ ~
Fabric q e tuber Plle ~ / ~ x 9,, f~, , Driveway 5.5 Adjacent Property 31.1 , , \ ~ \ , ~ ~o,, 5.5 ~ ~ ' S~Q
y~ v ~ v ~ ~ , / 18 ~ ~ MHWL _ ~ -
r,~ \ / 15.5 % ~,1~ 9,9 ` Propor 4 4 \ / S~ ~ ~ , 1 D Hauer Propoeed ~ ~ ,os° ~
' i ~ \ 4 / i/ q^~°A~. ~ ~ ' sP, ~ , 15.5 PROPERTY SINE 3o Setback ,7 0 ~ 35 , 15.5 House ~ Q~d`t Approx. 2.5 -3.0 _ ~ ~ ~"9 A rox. MLWL
From MHW Line 5' ~ ~ ~ ` ' 'b n - --_40 20 -------Pp----- ---1.0 ~
~ \ ~ \ 15.5 ~ / ~ ~ . ~ h 10 / Drivew 30 Course Beanng Distance ~ ~ - \ , 30 ' a / ~ ~ ~ ~ B"-12" die. J . ~ ~ B•min ? ~ P.T. Pilings
I• ~ ~ ~ 15 ~ 4j I , ° ~ AEC Llne ~ ~ ~ 15 2j ~2~ Septic 3 30 ~ za• ,ti
L21 N 53 4514 E 32.65 ~ X9,5 ~ ~ _ 1~ y ,s.5 ~ (75 Offset From MHW Lme ~ ~ 30 ~ ~ ~ reD coeneaaereeate • Re oir ?
L22 N 67° 10'32" E v' < 0 3 2.0 7 127' A, ~ \ Driveway r , , 6 ~ 17 c~, Ara ~ 9 " ~ ~ -
%s ~ ~ A ~C i Driveway \ ~ L23 N 70°38'26" E 41.42' w ~ 0 ~ Pro sed ° ~ ~ ~ ~ ~e °r' ' h House ` . d ~ ` ~ _ ~ ~ _ ~ D' Septic Setb
L24 N 45 27 30 E ~ ~ Ao, ,D og' , . 15.5 32.52 ~ 100 Offset ~ %>s Y ~ ~ ,9 s~ i \ Driveway
L25 N 87°41'38" E 25,30' Fro ~ ~ r~ ~ ~ m MHW Line ~ ~ , I `~20 ~ ~
o I II ~ 0~ ~ ~ ~ ~ ~ ~ L26 N 65 37 38 E 12.88 ~ - ~ ~ se tic MHW ~I\E ,4;.,, , P Septic ~ ~ _ _ -
~ ~ ~ Area 50 Construction ~ ~ Drfvewa 3 , ~ AreD~ > ~ 77 O, - _ - - - - - - - - - - - - ~ O~ -
Entrance , , ,y C~ , y Home°d ~9
Course Be rin ~ ~ ~ ~ ~ 0 a g Dlst.;nce , - - Mi,8' ~ Repair i. ,
404 LINE TABLE ~ ° ~ , ~ , Dnveway ~ \ ~ X27 S ~9 13 15 W 16.06 ~ ~ , ~ ~ ' ` Area ~
's CAMA WETLANDS ~3 s ~6° ~ ~ ~ ~ ~ 5 28 31 W 19....8 4 -0 ~ Q - S , ~O, o -
/ Course Bearin Distance L4 N 49°34'9" W 1 ~ ~ ~ ° . ,
~ ~ R'! Driveway ~ x,170\~ ~ : ~ L1 S 55°39'58" W 19.90' i_c N 19°23'"8" W 28.:;7' ~~CC~- S `.se i > v ~ Ll _ _
tc ° ~ ~ L6 N 8~° ~ ~ ~ ~ H ~8e°' ~8 -Ar o ' L2 S 74 34 37 W 7.45 ~ 02 12 W 11. ~ 0 ~ ,A
L14 S 65 39 28 W L7 S o4°03 2e W 41.11 ~ ~ Repair ~ F 7 _ _ - - - Repair ~ ~Cv ~ ~ Q' 30, - - _ - -
37.42 ° C~, ,h ° ~ ~ L8 S 44 2~ 3e UV - J ~ ~ Area ~ ~ -Area ~ ~ s 0 , - _ - _ - - - ~ ~ ~ - - _ - - ~ ~ 0 0, / - - _ - .Q ~ r,-_,
L15 S 68 11 30 W 32.47 21.._3 P ~ ~ ~ L9 S 19°50'9" E 26.~~8' S ~ ~°h ti 6 ~ ~ , . ~ i Q, . ~ , ~ ~ ~ i
L16 S 54°39'33" W 58.82' ~ ° ~ ~ ~ ~ ~ ~ ~ L10 S ~7 4 ~ . ~ 3 ° 2~ 0 E 1~.,~4 G ~ ~ p~ S ~ 01 3 , ~
L17 S 86° 12'50" W 23.74' i ~ 1 ~ ~ ~ ~ V0 ~ ~ h h ° ~ ~ ~ S 4e 21 1 ~ N , 9.<:e i ~j, ~ ~ r ~ 6 , ~ h h d'• i
~ _ ~ ~ , ~ _,2, L20 N 25 00 57 W 68.32 ~ 2 ~ septic i ~ ° ~ ~ ~ _ _ . _ S Areo ~ i i ~ ' i ~ 6 7 S s , ~ .S ~ ,
~ L28 S 38 10 00 E 23.93 ' , ~ S ~ ~ Re air i S ~v`~b'~u W ~2.~~ ~ p Q , ~ ~ i Q ~ i F i
~ ~ Area ~ ~ ~ ` ~ s Q , CROSS SECTION D-D ~ Q 9~ 4~ , PIER CR05S -SECTION
~ ~ ~ , i LOCATION OF LOCATION OF ~ ~ •Q ,s , ~ O- ~ ~ ~ ~ TYPICAL ALL PIER FINGER
SPOIL SPOIL , ~ OFFLOADING OFFLOADING Q-~ ~ ~ ~ D~ F ~ SECTIONS
AREA AREA ` 0 ,h 5 ~ S ~ , i ~ Not to Scale `5 ~ ~
I ~j , ~
I ~ S S S s'
8 , ~ s ~ ~ „
6 10 r~s~ {o ~'~j Q Q ~ • 2x8 P.T. i ' Q ~ 9~ h ~ ~ Strangers ~ 2' o.c. 2"xs" P.T. Decking ~ 0- s J
h~ ~ 1446 2449
rr~ ~ F ~ , ~l7 ~ 5/8" Galy. • ~ ~ NOTE. Pier Cross ..sections Bolts Tnn, z"x8" P.T. Joists
0 ~ ''9~ 9 0495 ~ 3 ~
S NOTE: RIPARIAN CORRIDORS ARE DEEDED 8o S 5 45 PROPERTY LINES (NOT EASEMENTS. ~ ; ~ , Show T Ical Cons~.ructlon Of 8• s ~ ~ Yp
z ~ ) 0 ~ S Q , i ~ i o s o Entire Pler le. No Covered MHWL s ~ ~ ~,,pp ~ ~ i
NOTE: SEPTIC AND PEAT R EPAIR AREAS SUBJECT TO !y ~i / V• ~ s o P ~ Structures Boat Lifts etc.. r
PENDER COUNTY HEALTH DEPARTMENT APPROVAL. Q 9~ ~ ~ ~ App ox. 2.5 3.0 ~ Q s h ~ A rox. MLWL
Q 6{ M1 -------PP----- ' S( ~ i
t~M1l ~ ~ ~ ~ -
~ 6° ~ 1 io Q ~ i? ~ ~ u u ~ ~ , 8 -12 dia.
MINIMUM MINIMUM MINIMUM 0 bo w> DISTRICT SETBACK FRONT SETBACK REAR SETBACK SID , P.T. Pilings 31DE ,
~ ~1 0350 2 E ~ 0 ~
Note: Spoil will be off-loaded at the area shown R-1 OCEANFRONT 7.5' 5' and Placed on a plastic liner and covered with i , Q. ~ i ~ • ~
plastic temporarily until transported to the i h , _ i ~
Stanwick Shores site. Silt fencing will be installed ~ 5. 1 ~3 OF LOT DEPTH to revent sedimentation to Banks Channel. R-2 SOUNDFRONT 5 ~ NOTE: There Will Be No Fill In - - - - - _
TO 33 _ - ~ - ~ 404 Wetlands - - ~ _ -
R-4 NO WATERFRONT 20' 15' 5' - - - - - ~ _ -
oQ ~ ~ ~ 9, ~ _ - -
/ s~o - - _ -
CROSS SECTION G-G Q Total Areo In AEC; - - _ _ _ _ - - : = Min. e' ~o ~ !y 14,080 s.f. - _ _ - - - - - - - _ _ _
PIER CROSS -SECTION ~ Im ervious Area In AEC: - - _ - - _ _ _
_ _ s.f. - - - - - - -
Not to Scale
Septic System Setbacks ~ Percent Impervious: - _ . _ . _ ~ _ _ . _ . _ _ _ - _ - ~
C ~.U~r _ .J _n ~.Jr ..V~JC 1, _ _ _C, r ~p~~~p
Mooring P ~ 0' ro ert Lines ~ Construction Sequence - . = - ~ ~ - ~ _ - , _ - - ~ n i,' ~ - -
Pllmgs
Buildin s 5~ j' 1. A temporary gravel construction entrance a minimum of 50' long will be established. LEGEND
~ 2. Silt fencing will be instolled.
MHW 100'
Bulkhead 3. Establish vegetotion in designated areas per seeding specifications.
Property Line - - 4. The paved road will be constructed.
Stair P'
Lc 5. The bulkhead will be constructed. t; Lot Line - - .r,•'
Fin r O 6. Dredging will be performed and drege spoils will be placed behind the bulkhead. ~ ° j:, .
-i Pi - e~ III Building Setback - - - - - - - - - - _ ~ c ' 7. The pier will be constructed. o :.r ~,F. , • ~ '•°t
!-1 ,
' ~ 8. Silt fencin will be removed after the road is bu' ~ fa> ~ E ~`c~~ ~°y ~ ~ se tic setback g ilt and permanent vegetotion Has been _ .
I-11 s. P - - - - - - - - - - established rn desi Hated areas. i~ 9 a ~ i~`~' SF At
'V 9. Silt fencin will be installed rior to construction on ' ~ g p mdividual lots (On a lot lot ~ . ~ ~ c : 1 y • ro
1' - _ ' , Si MHWL - - - - - CAMA/ Silt Fence ~ r-- ~ ~ bosiS). ! cEQ`~ , ee A t ~ r;
~.wt,.f G•~M 1 ~Y 10. Silt fencin will be removed after completion of construction on individual los (Ono `-,~,r. ~,j~;,.• :z
"2~- ~ ~ 0~ 404 Line NMLWL - lot by lot basis . y~~.~.Ry~.:.,,~;y°
n Flow Direction
MHWL 11. Erosion control measures other than those shown on the plan will be installed should the need arise.
-2' Pro ert Line i i i------~
p y 0 15 30 60 Existing Elevation SI Spoil Deposition Area i ~
-3' ~ - - - - - - - TOTAL PROPERY AREA = 1.58 ACRES 68 605 S.F. (
IMPORTANT: BY NC LAW, GROUND COVER MUST BE ESTABLISHED TOTAL DRAINAGE AREA = 1.58 ACRES (68,605 S.F.
B~ WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS (WHICHEVER "S PROJECT AREA = 1.58 ACRES 68,605 S.F. Boat sr r . ) P ` SHORTER) FOR EACH GROUND DISTURBANCE. _
Note: Total Pier Length=198' DISTURBED AREA - 1.35 ACRES (58,806 S.F.
_7' -6' -5' -4' MAXIMUM IMPERVIOUS SURFACE = 17,151.25 S.F. 25~
( )
i ure: ro ec ormw ar e i e mn ai n n a i e.
t r ~ EIS, ~ anw i or s
f r - oin o nr o an n
J ~ 2 9 2004 ci n

- ~
evasion a e. a e. ca e. - yawn ro ec

CROSS SECTION A-A CROSS SECTION E-E
ROAD CROSS -SECTION Dredge Spoil CROSS -SECTION
Not to Scale Area Elevated By Not to Scale Grading Table6,18a to Elevated By TemporatySe6ding SeedmQmudttre Tabte6.10o
Grading ReoommendationstorLatA Spaelea ttab(tb.'aaw} TempOrarySeeding Seealn~mlzlure 1NiltterandEarly5pring Rye (grain) t20 RecommtllsdtttlonstOrFeil tpec[ea RNa{iNaen}
R/W EOP ROAD C/L Filter Fabric EL=7.00 EL=7.00' EL=7,21' R/W Annual lespads2a (Kobo in Rye (grin) 120 Piedmont and Coastal main,
Approx. Limit of Spoil 0011 KOrean in Mountains) 50 Sttedinp dates
Bulkhead Depsosition Area I twit annual lespeda2a drhen duraiaae! tomporaty~ver i9 rot to extend 9JOUnlains-•Aug. t5 • Ds~ 15 beyond June. CoasAil Main and I~iedmon!-AuQ. iS • Qoc ~ `
Pavement Surface _ , Seeding dates Suilamendmenta 5, htoucneins-Atlova 25t>D fz fob. t5 • May 15 Fdbw e4d 1<Sts or apply 2,000Ihbcre ground agricultural lanostpno a>ad
Existin Grade Elevation - 4 Elevation = 5' 9 Slope = .25" er foot Slope = .25" per foot - - - Existing Grade E Bobw25081t:Fak, t .May 1 1,000btacn 10.10.1oferta2w. E Fiedmont~lan. ] • tray 1
Coastal Plain-Dec, i • Aor.16 tAufth (000 b,'acre straw. Asletar pnw .i T APPh t~V wCl u O P uu1 netlln /-l UN
5 I~~ ~ ~ i i i i 2.0 ~ ~ ~ ~ . p. ~ ~ ~ ~ ^i or a match anchor: loot h Disk wi0t eEadvz set near atr:i cark be Saltatnendmants "4 Ir gEtt
8" ABC Base Pervious Min.2~ ~ ~ ~ ~ ~ ~ ~ ~ ~ oil a osition Area ~ ~ ~ - 1 ~ Asphalt Grass per , i i i i i i i,,, ~ ~ ~ ~ ~ F'olbweeoammondatiotTSafsoiltoatsorapptY2>OOOlbra~vegoundagricut• usodasamukhanshoriagtad. lurailimestone ind 75C IblaCre #0.10.10 fenllizar.
Specifications Approx. 2esr -r MBEntenance ~ Mpi~h Repair aed nbrtilite damaged arose Immadetaly. Topoleoa wiar 50
Apply 4,OOOlbtacre straw. AAr:riOi straw by ta4kiAp vnJh asphad nol6ng, itNaaa d nitrogen h March. M i q nocasaary 14 exend lempwary Dover
Silt Fence Existing z, ~ Topography Estimated ar a mTdch ancnainp mat A disk with bladoe wt rearly straight can be boyond June 15, ovaraoed *kh 60 lb,+aas Kxa (Piedmom and CoosiFTt Piab) or Kaean;Mourdeins) laapedeza lnlalo Fetxueryoraady Maxh 'mOted used es a nwMh aneharinglool.
Maximum Areo= ~m Areo= 0 c.y. tdalnle"ttrtca , , , , , ,
404 Wetlands Elevation = 0' 560 c.y. CROSS SECTION H-H Line EXCAVATION CROSS -SECTION Relelirzetl praneh isnot fulryadegwtaResoad, roferu'p2eand mulch im•
motGhlay toMOwirs aasbnar Other damage. Tebie 6.11v Seeding No. 7CP tor: Seeding Anxture R~ , , , , , , , ,
Not to Scale NOTE: S oil De ositon Area Shall Gress-lined hen r DGER C eels, Spacba Rob (Macro) S A 1/ Cotlstal PIeID, Lower Common Bermudapraea 40.80 (1.2 b11,000 tt2) I-
r Be Slo ed Towards Bulkhead To App, oxlmate Edge p , . Maintain Sheet Flow Piedmont, and D Soils in ~ Table 6.iOb ry
Of Federally Existing Pler Lme 7empOraty Seeding Beading htixture the Central Pledmom Seedin dates A Y ReeammenQatlonstar Sprats: Rata(Iblauaj CoasblPiab: Apr,•Juy U
Approx. Limit of Maintained Channel Excavation Slimmer Germadmi~t +i0 Piedmont: Apr.15•June30 , , ~ ~ ~ ~ ~ , ~ ~ ^ ~ ^
Approx. Limit of Existing Pier Line la tho Piodmord and Mounteins, a sma0•stamaltt4 5udanprass may bo ~ cubsidutod at a rste of 5D blacre, II Q
F Excavation F ~ CROSS SECTION F-F So amendmema m Apply Imo and fengizar aaordirlp 'o sail beta, or apply 3,000 Iblaere
"R EXCAVATION CROSS -SECTION Seeding dates ground agricuhunl lirtwaona and 500 blase 10.1o•101ertilizer. Maunlabls~aley 15 • Atq" 15
-z.56 Elevation = 0' -5 / I ,tt ~ Piedmont•-latay 1 • Aug. I6 ~(oh Coartat Plakt-Apr. 15 • Aug, t6 Uaa jute, exalabr meninp, a othe± effoedve dannd lining material b
I -9 Not to Scale I / ~ I -3 - - 4 6 -7 -8l 50 coverihe bottom M channels and dkchea. The Gnirlp should axbnd above
I I I / Sell am8ndrttehte the highest calcvlatad depth of lbw. On channel Lida abpea above this S . ANDERSON B LUD Folbwroc+ommortda6tmsotto6tastaor~lpry2,hDObfxre round rwr,k heght, and in drainage not nquir; u n tini p ag n8 mP° ry ^Ae, aPPy 4,000
~ 8 tarot timaalone and 750 blears f 0• t0-t 01en112er. Macro grain grnr and anchor error by ataplinp Wooing over the top. ~ H I g h W (7y 5 0
' -7 ' MuiCh Mulch end arxilorinp mabriala must Dot be albwed to wash down akTpes
/ Ri anon Corridor ' ~ Approx. L p , _ 6 Existing Pier Line Excava _ Approx. Limit of A rox. Limit of whenttaycancbgdrainapedavbes. PP Appt{ 4,000 braaa straw, AM1Chor straw by taadAg with asphad, ns8 ing, Excavation a a mulal anehlxing tool. A dirk will, tfades sat Weary straight an be
P / , , v Excavation Estimated Amount of Material To G , used as a mulch enohariny toot F A minimum of 3 weeks M roquirod for eatebliahmant.Inspect and repair
Be Excavated: 169.88 c.y. _ , , - , Pro'ect Total ~ ~ - _ , mubh irequamly. RefenOae the Idlowing Apr. with SO blase nitrogen.
90. , ~ _ _ 5 _ Elevation - 0 _ / ~ _ 5 2,88 "~'"t~"~ VICINITY MAP N.T.S _p,BB Ra!aMi82eilgrowihianatludyadequale, Reseed,re{e:tiliteandrrrdehim Refer to AapeMix 8.02for botanical names. I madiatpy fONowing YroaiOn or olherdamage,
P ~ X12 I I I i i / ~ .20 -7 -6 I -4.5 -4 -3 •3
Minimum 3 ~ _ 7 Setback ~ , ~ - 4 I I I -
/ ' From Federally Ripcrion Corridor - , . \ ' I TeWe 6.11p DAIYE STEEL POSTTS 18" INTO GAOUNC ATTACH WIRE FENCE TC POSTS AND SeedingNo.lCPfor:Well•to Seeding mixture
Maintained Channel / ~ ~ , ~ % v ' i " Mooring \ ~ V i ~ AND EXCAVATE 0. 6"% t)" TRENCH UPHILL ExTERD THE BOTTOM OF THE FENCE B" PoorlyDrelnedSoflsvAth SpedasT Rab(Iblaaa) GONG THE LINE OF POSTS WOOD POSTS INTO TNC E%CAVATED TAfNCH, GoodMolstUreRetentk)ni Tagfescue eo
Pilings , " I \ 8 4 IN DIAMETER MRY BE DSED~ LOW Melntenance Pensacola Bahiagnss 50 Sericea lespedeza 30
i ~ + / ' ~ ~ Estimated Amount of Material Tc NOTE: Peers ..hoNn In , , ~ , \ Kobelespedeza 10
, ~ ~ _3 Be Excavated: 169.88 c.y. Perpendicular All nment / ~ ~ \ - Pro'ect Total 9 MAx. 10' Seeding notes
With Banks , ~ 2s' ~ l _ - " Channel / . I \ CROSS SECTION B-B sETWEEN 1. From Sept.1 • Mar,1,use unsrar(fied sericea seed. - Posrs , 2. Cn I drained silos oma sericea andncrease Kobe to 301Naae.
RipananCorridor ; \ Approxi ate Boundary PIER CROSS SECTION i~ar 3. Where a neat appeanm;e is desired, omft sericea and increase Kobo
e av Ion~Dredgmg TYPICAL ALL PIER SECTIONS - ' T, to 4oblacn. ABOVE MHW LINE
r ~ ~ I ' ~v Area. I , , ~ m ct Area 1 _ \y\ 2 Not to Scale -.gip. E" Nureeplatna 0" Between Apr.15 end Aug.15, add 10 blears German miNm or 15 blazxe
/ , /1 ~ ~ ~ , °3 ' ~ ~ ~ ~ ~30' i A ~ \ STEP 3. STEP 4. Sudangrass. Prbr to May 1 or aher Aug.15, add 25 b/aae rye (grain). ATTACH THE FILTER FABRIC TO THE WIRE aAC%rrL THE TRENCH Aral COMPACT
/ o/ 6' FENCE AND E%TEND THE BOTTOM OF THE THE SOIL FIRMLY TO ANCHOR THE FABRIC 6" INTO THE TRENCH. BCTTOH OF THE S1L' FENCE SC THAT Seeding dates Runofr Is Faxcfn to se THSOUGH THE Bea PMabM
' / 20 - \ Mooring ~ 4 ~ Q ~ - Rhnge ~ P4 \ \ - FENCE AND CANNOT GO UNDEP, IT. 2"x8" P.T. t Eady spring: Feb. 15 • Mar. 20 Feb. 15 • Apr. 30
\ / 0C \ \ Stringers ®2' o.c. 2"x6" P.T. Decking p T - n Fall: se , i • Se 30 Sept t • tkt 31 r to PL
i ' ' ~ ~ ~ ~ , 2 ~ \ \ ~ 6 ~ ~ A V A• ~ { ~z . :A E -j,.y . ~
~ ~ ~ ~ ' S _ \ \ \~2 , ~ ~ I 5 B" Galy. ' ~-""i'`~ Sollamendmenta Bolt ~ T` ' s ~ sk Appyimeardfertilizeraccordingtosdltests,orapply3,000•S,OOOb/aae s Thru 2x8 P.T. Joists ,
-9 ~ ~ v ; ~ l ~ \ \ \ i \ \ S T . ' r f , ,'.I--1 groundagricukural0mesbne(uselhebwerrateonsandysoils)and1,000 ~ YP ~ ,;~T:'?~ b/acrel0.1D•10fertil¢er.
-g ~ ~5oa 'Z-.. ;J ~ Mulch
\ \ \ 0 0 0 ~ -7 ti ~ o Q oQ 8 -12 die. ~r" ~ ~.;n„ , ~ Apply 4,000 blase grain strew or equivalent Dover of another sukable P.T. Pilings Min. 3.D' SELTIOII mukdl.Antdloratrawbytadcingwithasphah,netting,orravingabyaimp•
RoT~: Eonw or t; l te• taDrtc aeast ne ing whh a mubh artd+oring tool. A disk whh lades set newly avaght can xEwHT: placed;~trenchaodsecureeer beuBedasamubharletlori tool.
BULKHEAD \ Deeded common Ar To J 'G ~ 1 OQ DETAIL - \ ~ `~omeownera Aceocio n ~ ~y ~ A X, MFX, STEEL POSTS either back`il lino with soil ~ eaterizl and taming or dy Dlac it r WIRE FENCE 1H06 WTAE° Washed stone to a Weight of 6"
Not to Scale 2" X10" -5 ~ V~.e ~ ~ pre;, ~ aDOVe ground level. Malntenanee FILTER FARAIC Mgrowrthielessihenfullyedequate,nfeNlizeintheaecandyear,accad-
wall cap ~ ~ A~ ~ ~ , Pro osed Tap wafer _ _ Ae„ A ~ \ p Bulkhead _ ~ , o, k+g bail beta ar topdresa wkh 500 INaae 10.10.10 fertilizer. Mow as Borrow. er ti I RE FEUa AND needed when sericea b omhted from the mixture. Reseed, IeNI¢e, end - FILTER FARAIC auAlEn mukhd edareasimmedietel .
r---- ~ ~ X \ ti\ 10' 4 , v, - ~ ~ a:~ ~1M' tr, E%CAVATED TRENCH, anl8g Y 6" _ _ _ _ _ _ _ _ _ ~---a•EE: PC;1 pklYEh l RITC GROUND -
o - ` I t~P~ +ReiertoAppendu•8.021orbotanicalnames.
\ \ \ `b e ,1 i \ ~ i x \ 7.5 \ , 5 - - - _ - - - - - - - - i~l, :M1~^C
\ ~ u: ' ~ y ~ S a Mid. Hei ht Wafer o -3 ~ ~ \ ~ ~ ~,p
0 0 ~ \ ~ i ~ ~ ~ ~V° Interlocked B \ rrp, ~ gyp, , ~ ~ J
- - - - - -
d Un er Lower Limits of Coastal ~ \ \ F ~ " ~ 0 100 Offset ~ , ~ \ \ \ i DredeS (1 '/r ~ ~i )ffset _ _ _ _ _ _ _ - _ _ - - _ - _ = _ - - _ - Min, 8' CROSS SECTION C-C - - - - - PIER CROSS -SECTION
o Bottom Wafer ° Vegetation/Water Llne \ ~ , g ~ < From MHW Llne Depoekion ~ ~ ~ \ \ i 0 0 , ~ j i Aroa 9 ~ i~ ~ MHW Line - _ _ _ _ _ - - _ _ - . _ _ - _ _ - _ - TYPICAL ALL PIER SECTIONS
\ \ i ~ ~ d 40 Proposed ~ ~ ~ House ~ ~ ~ ~ , Gad L ne EI a on Va ie \ ~ ;tib ~ ~ 1 p - - _ - BELOW MHW LINE _ - - _ - - - Not to Scale
' ~ ~ ~ ~ ~
I I I I I I I I I I I I I I I I I I I I I , ~ -2 \ ~ F ` ~i ~ 1 ~ ` I I ILaR I I I I I 1 1 1 1 1 1 1 V I I I ~ ky ~ ~
1 1 I ~ \ ~ 0 ~ i t / , i ~ 6 alelrs I I I I I I I I I I I I I I I I ~ ~ ~ F` ; ~ ~ 5 S ~ , 6 ~ _ - _
i I in, 2' I I I I I I I I I I I I I I I I _~1-~_: CAMA MHW Lme ~ \ \ ~ ~ i ~ o, ~ , ~ 9 ep , , , - _ sl S - _ _ - - -
I I I I I I I C \ ' , ` , ~ ` 17 rec t'o \ s I I I I 1 1 1 1 1 1 I I ~ \u ' , ~ ~ ~,p ~ ~4D i V o I I I I I I I I I I I I I I I I I I I I I o'P•
I I ~ i , i ~ .5 I I I I I I I I I I I I I I I I I I I I ~ \ ! / 1'~ ~ ~ ~ ` ' 15.5 - / ~0 ~ - ~ .2"x8"P.T. ~Qy ~ _ _ _ _ _ _ _ _ _ _ _ , ~ _ ~ Strngers ®2' o.c. 2"x6" P.T. Decking
~i~iLil ~.ivLi~iLiLiLil ~ivLiLi~i iLil U er Limits of ~ ~ ~ ~ DO
I I I I I I„ _ _ Coastal Ve station 1 , - ~ ,Dredge spa6 ~ ` ~ ~ , ~ n- ' q, I I I 9 ' ' Deposition , 'r \ ~ ~ ~ ~ .0 ` 5/8" Galy. Bolts Thru 2"x8" P,T. Joists
I I ; ~ I ~ ~ i ~ Aroa , \ ~ T o ~ ~ i CO ~ Drrvewa ~ QO ~TYP) ~ .
2" Nominal Minimum PT 2 ' , ~ y \ ~ ~ ~ o~'F ' ' A y i i ~ ~ Note: Upland Side Of woad Or Vin I Sheetin ' ~ ii" ~ ~Q ~ , - ii ~ 18 ~ \ i 18 ` ~ ~ 3.0' above MHWL
Bulkhead Must Be Y 9 Bulkhead To Tie Into \ 4D PHroopuo~ed \ ~ oN \ ~ o Constructed nth A ~ y~ ` A A ~S v i h i i i ~ ~ CONSTRUCTION ENTRANCE DETAIL
Penetrable Flter Scare Tim r Existing Bulkhead On ~ \ ~ \ Di,, ys 10 ~ ~ q be Pile Fabric ~ J 'n' i ~ ~ x q~ fe, ~ Driveway 5.5 Adjacent Propert~~ 31,1 .r ~ ~ , ~ ~ ~ ~ ~ 5.5 ~ ~ ' SlQ
18 _ _ ` - - ~ ~ MHWL
~ ~ ~ 15.5 V I s ~ 4_ - ~ ~ ~ _ ~ -
Proposed ~ ,off ~ 15.5 House ~ ~ .r Approx. 2.5'-3.0' \ / mr,
PROPERTY LINE 30' setback ` ~ `4 ~ ^~o~% 35 15.5 --_40 20 Approx.MLWL
From MHW Line 5' 2 ~ ~ ~ ~ ` ' ' ~ - -10 ~ ----8 a / 30 ~
Course ~ ~ 15.5 i i ~10 Driveway 30 Bearing Distance ~ ~ ~ , ~ , , AEC Line ~ Y ~ ~ 15 ~ ~ h ~ ~ ` 8"-12" die, ~ _ - ~ . ` e•ml" r P.T. Pilings 2j Septic
° ~ ~i , S , • 15 r 2~ L21 N 53 45 14 E 32.65 7 ~ rv. p, ~ ~ ~ ~ 1~ ~ 15.5 (5 Offset Frc,~~ MHW Lme ~ so ~ 3 rea 30 ~ ~ za• ,ti,~ _ Repair ~ ro°".~areeate ? s
L22 N 67° 10 32" E ~ ~ ~ ~ 32.07 12r 77, ~ ~ ~ Driveway 6 ~ Area 9
~ i A ~ , Driveway \ ~ L23 N 70°38'26" E 41.42' ~ ~ ~ Pro ~ r ~e o , 6 ~ ~ po - , d / ` \ ` / ~ ~ _ 0' Septic Setb
L24 N 45°27'30" E ~ ~ Aar ,o , 15.5 House 32.52 100 Offset ~ %s y h \ / ~ (Typ. All P/L) - - _ - - i ~ ~ - -
L25 N 87°41'38" E 25.30' Fro 9~o~i~ r; ~ ~ ~ Driveway i m MHW Llne ~ ~ , t `~20 ~ ~S _
, N 65°37'38" E 12.88' se tic
MW SINE ~ ,4.; p ~ Area ~ ~ Septic ~ ~ Uj ~ _ Q• Area ~ > ~ Q, - -
50 Construction ~ ~ ~ ` Driveway ` ro ed ~ Entrance . _ poe 9 ~ p, ~ _ _ _ - _ _ _ l ~ ^ - - - - -
i , House., ~ Q Course Beann ~ ~ g Distance , - ~ C, - - _ _ Mi,B'
5 ~ '.:0: ~ 404 LINE TABLE ~ ° ~ ~ ~ , Dnveway ~ L27 S ~9 13 1 ~ Vd ; 6.'?6 ~ Repair> i ` ~ Area ~ ~ ~
° ~ 'S CAMA W ~ ~ ~ ~ , 5 ~ , - - ~ ~ ~ S Q
ET~AN~S L3 S 76 2~ 31 W , 19...3 4 Course Bearin I a 4' a I ' ~ ~ ~ . . ~ o" 9 ~ ~ _ _ _ _ _ ~ v i 1~ -
g Distance ~4 N .9 5 , 49 W 1 ~.~~9 / i ~ ° S ~ ~ ~ 1,~ -
A ~ Driveway ~ S i ~ ~ \ L1 S 55°39'58" W 19.90' L5 N 19°23'18" W 28.:57' p , ° , „ ~ i i Proposed ~ ~ ~,,pp s Septic 7 S S ~ ~ - , ~ _ _ _ - -
I ~ C 7/IoZ/I~Z~n IAI ~ nci i F I\i S~ti (1~ 1~ Ir11 11 1(1 i u,....,. ~lTe~:~iw Aron
L~ / `t J't J / YV r v^ ° v~ Lai vv i i . I V ~ ~ / 4 ~~,.oo ~ / o I ~ ~ L7 S F~ 03 26 W ' ` ` ` Repair ~ ~ ~ ~ V~~`;~ ~ J _ ` - - _ - -
L14 S 65 39 28 W 37.4 41. I ~ 2 , / ~ 0~ _-C~ ~ - - Repair ,(V ~ ~ _ r _ - _ - - - - S 0 ~ i - - „ ~ACea ' 0 D~, ~ - - - - _ _ - ~ - - _ - -
L15 S 68 11 30 W 3 ~ L8 S 44 25 36 W 21.~~ P i ~ , 2.47 0 ~ ~ ~ ~ ~ - _ _ - - ~ ,,r - - ~ ~ ~ . ~ i 0~ . ~
L9 S 19 50 39 E 26.8 ~ ' oh N 6 ~ ~ ~ C L16 S 54 39 33 W 58.82 ~ ~ ~ ~ ~ i S
° ~ ~ 0 S ~7 25 40 L ~ _~4 G ~o ~ L17 S 86 12 50 W 23.74' I ~~I ~ ~ ~Q ' . ~ 0' ~ L11 S 46°21 1~ W ~ 9.<_.e i I ~j, ~ h h Q' ~ i i h h S. ~ ~ j, ~ i
~ 6 L20 N 25 00 57 W 68.32 ° , ~ ~ ~ ~ ~ 2 ~ ~ Septic i ~ 6 ~
o L12 S 49 .~6 -+7 W 22`0' S 1~~ Area ~ i I ~ ° ~ ~ .I e-~ , L28 S 38 10 00 E 23.93 Li 3 S 80 3e 50 W ~ S ` ~ Repair i S ~ ,S •0 ~ 3 0 ~ i
' ~ Area ~ ~ / D ~ , F ~ So , ~ S 0 0• ~ CROSS SECTION D-D
~ ~ ~ Q 9~ h ~ PIER CROSS -SECTION ~ ~ •Q ,S ~
LOCATION OF LOCATION OF ' ~ ~ SPOIL SPOIL ' ~ ~ ~ ~ ~ O~ ~ ~ ~ ~ TYPICAL ALL PIER FINGER ~ ~ ~ F ~ SECTIONS
OFFLOADING OFFLOADING ~ AREA AREA ` ~ ~ ~ ~ S ~ ~ ~ ~ i ~ Not to Scale
,h 5 5 8. ~ry
~ ' ~ i ~S S s'
r aaunscruNt~~ 8 • 0 S Q, ~ i
8 10 F o1 S ~ „ ~tij 0 0 2x8 P.T.
ors ~s - t a~` ~ J 1448 2449 i ' 0 ~ 9~ h Q ~ Stringers ®2' o.c. 2"x6" P.T. Deckin ~ 0~ S J ~ g ~ A ~ ~ V
V ~ ~ ~ , \ ~ \ 5/8 Galy.
~r~ O 4J lye 9 "V i \ ~ NOTE . Pier Cross Sections Bolts Thru 2"x8" P.T. Joists ~ i ~ ~ ~ i ~TYP.) Approx 1'-2'
0495 3~ ~.I~ S~ ~I ~ ~ ~ ~ ~ Show T Ical Cons~ructlon Of
S NOTE: RIPARIAN CORRIDORS ARE DEEDED S 5 452 PROPERTY LINES (NOT EASEMENTS.) ~ ; ~ , ~ 0 S ~ YP 5;0, ~ h <v o s o Entire Pler le. No Covered MHWL
M1Z / lT.
NOTE: SEPTIC AND PEAT REPAIR AREAS SUBJECT TO ~ PENDER COUNTY HEALTH DEPARTMENT APPROVAL. S o P ~ Structures Boat Lifts etc.. r ' 0 9~ ~ ~ ~ App ox. 2.5 3.0
6 ~ ti Q ~ ~ .Q S h ~ A rox. MLWL i ' S( --------PP-----
~ ' I ~ i I
u X21 1 c 64 ~ i9 ~ u u
Q ~ ~ MINIMUM MINIMUM MINIMUM V 0 bo , DISTRICT SETBACK FRONT SETBACK REAR SETBACK SI M ~ ~ 8 -12 dia. ~ P.T. Pilings
~1 0350 2 DE SIDE ~ S ~ ~ i
Note: Spoil will be off-loaded at the area shown R-1 OCEANFRONT 7.5' ' 0 i i • 0 ~ _
5 and Placed on a plastic liner and covered with plastic temporarily until transported to the ~ Q~ 0' ~ _ h
Stanwick Shores site. Silt fencing will be installed ~ 5. 1 ~3 OF LOT DEPTH ,
to revent sedimentation to Banks Channel. R-2 SOUNDFRONT ~ 5 TO 33 ~ NOTE: There Will Be No Fill In - _ - _ = 1 ~ ~ 404 Wetlands - _ - _ ~
R-4 NO WATERFRONT 20' 15' S' N _
u' ~ _ - _ _ oQ ~ 8. ~ - - -
0 0 0 ~ - - - I / s,o - - - - _
Q Total Area In AEC. _ - - - - - - - - - - - _ - - - - _ _ Min. s' ~o ~ !y 14,080 s.f. _ _ _ _ _ _ _ _ _ - - - - _ _ - - ~
CROSS SECTION G-G PIER CROSS -SECTION
- Im ervious Area In AEC: _ - - - - - - - - - ~ 1, 41 s.f. _ _ - - -
Not to Scale -
~ Percent Impervious: _ c,_ . _ - _ - - _ _ _ _ _ _ - _ _ r r ~
Septic S stem Setbacks Y 3 11% - - ; - - - - C , .v - ~ - - - ~ _ 0 ~_Z~ 'CSC U"C -
Mooring 10~ _ ~ _~D _ - ~ - ~ - -r, ~ - ~~t' - - - _~v - -
Pro ert Llnes Pllmgs ~ Construction Sequence _ ~ - _ - - - _
5' Buildin s j' 1. A temporary gravel construction entrance a minimum of 50' tong will be established.
LEGEND
MHW 1 ' 00 2. Silt fencing will be installed. JO
3. Establish vegetation in designated areas per seeding specifications. ~
Bulkheod ~;~i _ _ 4. The paved road will be constructed. f,`.
Stalr P Property Line o 0
5. The bulkhead will be constructed. N
L Lot Line - - c•~ 6. Dred in wilt be erformed and dre e s oils will be laced behind the bulkhead. ~
Fin ~ _I I ~ .;a,
Pi III- e Building Setback - - - - - - - - - - ~ x; ~ _ _ ~ . The pier well be constructed. ~ Q rY'M1M1 ~ p ~~e 1t
L!.? V ~ Her •'2. ~~a 8. Silt fencin wi ~ '~~~~`~~"v ~ g II be removed after the road is built and permanent vegetation has been ~ ~
- s =1 septic setback - - - - - - - - - - established m desi Hated areas. ~ i~ 9 ~ ~
I~I_ -I A1. ' iw
_ _ _ I ~ 1' - _ s 9. Silt fencin will be installed rior to construction ~a 16679 g p on individual lots On a lot b lot ~ ~ ~ ~ ~ Y a Silt Fence ~.~~--;.~;.5=,~ basis. ` 1'~~y
MHWL - - - ~ CAMA rP ~E ~ fi., ~,r ~Cy :i~~.
"2~- ~ ~ 0~ 404 Line 10. Silt fencin will be removed after completion of construction on individual lots On a lot b lot basi .r+~ ~~:,~.^'.I
NMLWL - - n Flaw Direction ~
MHWL 11. Erosion control measures other than those shown on the plan will be installed should
-2' Property Llne ~ ~ ~ the need arise. i------~
0 15 30 60 S Spoil Deposition Area i i
Existing Elevation
_3. - - - - - - - TOTAL PROPERY AREA = 1.58 ACRES 68 605 S.F. ( IMPORTANT: BY NC LAW, GROUND COVER MUST BE ESTABLISHED
TOTAL DRAINAGE AREA = 1.58 ACRES (68,605 S.F. WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS (WHICHEVER IS PROJECT AREA = 1.58 ACRES (68,605 S.F.
B Note: Total Pier Length=198' Boat Sli r P ` SHORTER) FOR EACH GROUND DISTURBANCE. DISTURBED AREA = 1.35 ACRES (58,806 S.F.
-7' -6' -5' -4'
MAXIMUM IMPERVIOUS SURFACE = 17,151.25 S.F. 25~ ( )
• • ~ ormw er im n i a n o n
ure. ro ec . R CEI~I i e. anw~ c r s
ED ro i n - 0 on r o n a an
JUL 2 9 2004 ci n
ICI
evasion a e. a e. - ~ ca e. -
rawn ro ec

CROSS SECTION D-D
CROSS SECTION A-A PIER CROSS -SECTION ROAD CROSS -SECTION Table B,tQ& Table 6.iDo TempOratySeedlnp Seedlnpttplxtutg Temp0rary5eedlnp Seedinpmlxture
Not to Scale TYPICAL ALL PIER FINGER RepOmmendadansforLeto SpeclN Raw(tbfacro} RErOmmtutdatlonsfOrFail Spec[ea Rate{fbrtea} 1NioterandEar 5 tin Rye (grain) t20
SECTIONS ry p d Rye [g'sin) Ize AnnuaF lespadeza (Kobe in
Not to Scale R/W EOP ROAD C/L Piedma+x and C0aslal Plain, Iforean in Mounains) 50 Seeding dates ~1
EL=7.00' EL=7.00' EL=7.21' R W Olaitannua#les dv2awhandafatiOnctSDm at OpYerOreAlkoex[end Mountains-+1ug,t5•Doa15 Pe pa Y , Coastal Plain and PiedmnM-Au . t3 • Doc. bsynnd Suns. 4 ~
/ 6'
' 2x8 P,T. Seedlrg dates Soil amendments Mountains-Above 2500 h: i'6b.15 • May 15 FOlbw soil lasts or apply 2,000 Ih'acre ground egdcllltursl 6mgstona i'atl
Stringers ®2' o,c, ~ 2"x6" P.T. Decking P avement~ Surf ace BebwF500h:Fa0, t • May 1 1,OOCIh+acre 10•t0•tOfeAiSSOr. Pi9drrgnWsn.1 • play 1 y ~
I _ 'Sloe = ' Existing Grade ~ ~~-Sloe - .25 er foot p .25 per footer Existing Grade 5/8" Galy. Coastal Plain-Dec. f • A,or. t5 MulCh 0 SA ~ SOUND Agpy 4,000 Ith'acre straw. Anchor straw by ttcking with agpHa9, trading, \
i - - - - - Bolts Thru 2"x8" P.T. Joists 5611 emandment9 or a mulch anchoring tool, A dis#l Willi bEades sal neatly straigst can 6e
~TYP~) Approx 1'-2' 5 - I I I I F'oppwreoommondationsofsallosssorapply2>4001aanegroundegTi:ul• usodassmulchas~hvringtaoL i C T im n n 7 I etD•t0-1 lenii a ~ .J I turall eats ea d SO bnacx 4 Ize.. i
I 2.0 I S" ABC Base ' Pervious i Melnfenattce \ ; Repair and nferilite damaged arses immadietey, 7opdress wish 50
. ~ As halt Grass er ~ MHWL Speaficatwns MHWL Mt11Ch Ihlacro of n en in Mach M p is nacessa to edlnd tern ra ceval '--z--~ Appy A,t700 Tolacro straw. ArxhOT straw by taCkiag vGth ?spha9, Mlting, boy~np JBn~ , ovasoW with 50 Iblacre KryaOe (FNdmon: and Cwstal
Approx. 2.5'-3.0' aF a mulch anchoring top1, A cask with bdedas set neary sNalghl Dan be plain) or Kasen (Mountains} lespedeza to taro Fetnuary qr Daily ManCh. Used as a muldl anchpringkaol.
APProx.MLWL approx. MLWL ~ ~ ~ ; ; ~ ; ; ; - - - - - - - Malntenartoe . ,
Refeailizeiigrax;hisno!fulyndopuato.Resped,rofariitistandmulchim•
rn6diAlalylpNovlrrgerasbnormhardamaga. Tebw6.11v ~ ~ , Seeding No.7CP for. Seeding Mi~ure R~pG , . , .
Ivl i ~ i'V , - P.T. Pilings GratsallnedChannela; SpeciNt Raw Macro ERS t ! ~ AVE, , CoeetelPialn, Lower CommonBermudagasa 40~80(t-21W1,000ftz) , , , , ,
Pledm ~ Table 6.18b oM, etW Dry Solis In
~a~~. ~°ar;n^ Disiarce Approximate Edge ~ ~ - Ism Drs Sidi Seetlin mixture the Gntral PledmoM Seedin dffiee Y p ry ~ 0 D . RecOmmeRd~fanSfot Speclee Rile{tbfauo) CoastelPbin: Apr.•Juy U_ ~ ~
~o~ ~ ,r„ ; r nh. Of Federally Existing Pler Llne - Summer Oormanmillet 40 Piedmont Apr. 15•June30 3
_ ' ~"}"'y Maintained Channel _ _ In the Fiadmad and Mpumaias, a small•etammed Strdangrass may ba ~ ' ' ' - sullssitutod at a rye of 50 Ih+acre. Soil amendments Q
~ ~y m I
\ Stpadln dates Appy kme and fertilizer according tc sag tNb, or aPPy 3,000 INacro ~ ground agricukual limestone and 50o pa'alxe 10.10•tOfertilizer. Mptallmns~alay 15 • Aup,15
/ RedmoM-May 1 • Aug.15 Mtdch - - Coastal Pfaen--Apr. 15 -/wg.15 UN )ute, oxalaior moping, or otfrr dlacliw charnel lining material b
- - - ' ~ / ~ - - - - cover the botbm of dunMle and ddchee. TM inirlp should exwnd above
- _ J r~°uJ L~'' ~~Y i .1 ~ / ~ ~ - Miri. 8' Sall amendmenlA the higMat shoaled depth of lbw. On o'tu1Ml eido tbpee above this Falbwrecommendoliansoisaltestaoraippty2,Oo0btacrregr0undagrcul• heght, and in dainagw rot requhing temporary linbgt, eppy 4,~0 ANDERSON BLVD
, 1 ~ m 37' Setback ~ ~ - - - - S ' P . '~~~'~0' ~ Minimu _ - - , I _7 - - - _ _ blaero rain tlnw erd anchor straw I Mtd - - - - turaltimaaloMand~501h+arrol0•t0•t0lenilizer, g byswpl'rg ngoverthewp.
~ - From Federally ; ~ MuICh Mubh and enchonrp meUrialt mutt not ha albwed to wash down elopes
- _ - _ r < - - y , i_ I J 5.,,`' Maintanded Channel Riparian Corridor - - - - - 6 v, r ~ ~ ~ - - Appy 4,0061~acr0 straw. Ar~h4r straw try tacking with asphafl, netting, when they can ebg dniMge dwkcee, _ _ ar a mulch anchoring 1001. A disk wish tlladas sat neary straight cTn ba MelMenatlco
P / ~y - _ _ _ _ . _ I J -~h L1 - - - _ _ _ used ae a mulch arNrh~ing tool A minimum of 3 wNks is roquted for oatabpahmeM. Inspect and repair
- _ _ _ - _ - mukdt frequemy. Rofertilae tho lolbtdng Apr. wth 50 blase nprogen. - - Malr?tenuttt;e VICINITY MAP N.T.S
-,o I - ~ 5 / ~ ~ ~ - - - - - - _ c ~ - ~ - _ ~ - ~13 ~ JO' Ut' so~ ~ -5 - - - - _ _ - - _ _ - _ P" . _ _ _ Rs!oNilizoggrowltlitnatlullyartequata.Resead,reiaailitaandmalc>'rim• IRdertoApperdix8.02forboUnicalnalnN. _ _ _ m9darolyiptbwingerosgnaalherdsmetge,
• ~ ~ = - ---r - - NOTE. Piers Shown I P ~ _ - _ _ n ~ ~ - - - - - - - ~
Per endicular All nment ~ ~ P 9 18 _ __-4 TebleB.11p
With Banks Channel ~ / ~ % / ~ Riparian Corridor ~ ~ ~ gIIYE STEEL POSTTS I8" INTO GROUND ATTACH HlRF FENCE TC POSTS AND SeedfnpNO.1CP1or:We11•to 5oedlnpmhduro
/ /.n ' \ / ~ ~ \ PROPERTY LINE ~ , AND E%CAVATE A 6 % b" TRENCH UPHILL EXTEND THE BOTTOM OF THE FENCE 11° POOrIyDntr?edSolltMrlth SpsdNT Rau(Iblaaa} ~ONG THE LINE OF POSTS. W000 POSTS INTO THC EXCAVATED TRENCH, GOOd ttblstute Retentbn; TepfNCw 80
~ \ ~ ~ ~ . ~ ~ B' \ IN DIAMETER MAY DE USED PMiaCO~ltahl~ass 50 Low MelMenena Sense INpedeu 30
Course Bearing Dis~ance / v, ~ ~ / Kobelecpedeta t0
o I II I / i O / \ - - -3 I V OT . I. ~ _ - ~ E Pler Cass Sec L21 N 53 45 14 E 32.65 / ~ ~ ~ -t:~ s s Sections ~ ~AX. - ~_w , Seeding notes
\ _ - _ CROSS SECTION B-B sETWEEN t.FromSepti•Mar.l,uNUnacarifiedaericeaseed.
L22 N 67 1032 E / Show T Ical Constru 32.07 Rlp°nan Corridor ~ \ r A YP ~ ~ ,'f5 ~ pproxl ate Boundary o I II I \ \ e Construction O f PIER CROSS -SECTION Posis 2.On pDOrly dakked aNeaomit Nrioea erd inaeaee Kobe to 30IWaae. 3. When a next appearance b dedred, omk Nrioea end inaeaae Kobe
L23 N 70 3826 E 41.42 / ~ , , ~ A,~ Of Excav ion Dred in Entire Pler le. NO CC \ e ~ 9 9 ~ TYPICAL ALL PIER SECTIONS me0b'''c"• No Covered ABOVE MHW LINE , ; - T,
L24 N 45°27'30" E 32.52' . ~ : - ; a A a -2 Structures Boat Lifts o I II i i i 0 ~ y°~ oat Lifts etc , . Not to Scole " ~ - ~ N&~plame5 and .15 add 10 pa+eae German millet or 15 b/acre g 6' ~ ~'g
L25 N 87 41 38 E 25.30 ~ ~ ~ o i II I ~ 1 \ °f STEP 3, STET' 4, Sudargrasa, Prior to Hey 1 or alto Aup.15, add 25 blacn rye (gain). ATTACH THE fILTER FABRIC TO THE WIPE BACN~TL THE TRENCH AND COMPACT
L26 N 65 37 38 E 1288 _ ~ 30' ~ ~'e ~ - g~ FENCE AND EXTEND THE BOTTOM OF THE THE SOIL FIRMLY TO ANCHOP. THE FABRIC 6" INTO THE TRENCH, 00TTOM OF THC SILI FENCE SC iHAi Seeding dater RUNOFF IS FORCED TO GO THROUGH THE ~eq POtabN
\ "V ~ ~ I v 2' XB° P T FENCE AND CANNOT GO UFdIER IT. s F.any eprirg: Fab. 15 • Mar. 20 Feb. 15 • Apr. 30
~ ~ \ \ o \ ~ ~ \ ~ Stringers ®2' o.c, 2"x8" P.T. Decking ~ p , R Fop: Sept t • Sepl.30 sego t •Cct 31
t , 5011 ptmendmenb
404 ~I N E TABLE \ ~ \ 25 12 ~ ~ \ ~ \ ~ ~L u', - ~ \ 5/6 Galy. I 1< t 1 AppypkMandfeAlpzeroxadingtosdltesta,orappy3,000•S,OOOlbhcre Bolts Thru 2x8 P.T. Joists ~ e,^o I groundeprieullurdlmNtoM(uNthebwerateoneandyedls)end1,000
CAMA WETLANDS 9 ~ ~ ~ \ , ~ \ ~ \ s ~ ~ ~ r ~TYP•) + po/acral0.1D•tOfodpizer. 1;
\ \ Moorin Pilin s i ~ ~ ~ Course Bearin Distance - g, g \5 d d 9 8 ~ \ ~ ~ ~ ~ ~ + t e Min. 3.0' above Flora Mulch
L1 S 55°39'58" W 19.90' ~ ~ ~ ~ - ~ ~ ~ - \ 0 ° ° pQ 6"-12" dio. ; , Appy 4,000 blase grain slaw or equvaleM cover of artodler curable P.T. Pilings SE[iIOH mulch.Anchorstawbyackirgwphaephap,neaing,orrovirgorbyailnEF•
-7 ~ '~o ~ ~ o oQ t \ ° I II I ~ ~ \ \ ~ J L2 S 74 34 37 W 7.45 _6 ~ ~ ~ Q o Nar: aorta: or r;1 te• fabric aunt be fng Ydtit a mubh andlomg soot A disk wish Wades eat rwry eotipht an XEIBHT;T placed in trencE and secured by IN1 wedNamubh ariefton 1001. ' Mr%, STEEL POSTS either DutFil Nnc wl to soil ~
o I II I ~ Deeded Common Ar To 7 ti ~ A~ , 1 OQ mterial and tetDing yr by plane t' WIRE FENCE IHDG W1RE° wshec stone to a height of 6'
L14 S 65 39 28 W 37.42 ~ ~ 'homeowner's Associ° n ~ ~j ~ ~ x, ~ \ YIN, above around level, Zr FILTER FABRIC Agrowlhitkwafhaniuyadequtle,nhrdl¢eintMseixxldyeu,axord•
L15 S 68 11 30 W 32.47 A~ ~ ~ \ ' \ Pro osed Bulkhead ire b tat teeb or topdnN wkh 500 IWaae 10.10.10 fertipzer. Abw ee - BOTTOM OF WIRE FENCE AHL Meded when NrbN I6 OmIIIBd from the moron. Reeved, IertIIRe, and ' 1 FILTER fABAIC dCRIED
L16 S 54 39 33 W 58.82 ~g, 'S X 1 ~ ° I I I ti ~ ~ ~ „ A v: ~ ~ F.~;, ~-M°' 6' IN ExcA~ATED rRFnn;. muklhdamageduwimmedutely. ~ v ~ , Rip
L17 S 86 12 50 W 23.74' - \ ~ ~ i ~ ` ~ 3.r 4 4 a \ ~~~a~t r'`' +--:'Eft vOST DRIVEN iu" 1NTC GROUNC I tReter b Apparldix e.02for botanical names. - - - - D - - _ - - - - - 0 -._S.
L20 N 25 00 57 W 68.32 ~o •^I~ ~ / i v , 5 ° I I I \ \ V v / ~ \ \ ~ - - _ - - - - _ - - - ,iii i~ r[k[E'~
L28 S 38 1000 E 23,93' ~ ' ' ~ ' ~ ~ ~ ti rk~ ~ S
\ ~ ~ - e v v ~ 1 ~ ,6 - - - _ - _ I - - - - - - - - - _ _ - - _ I - - - - - - - _ - _ - - I
~ y' 6 ~ ~ ~ v ~ I
\ Fem. v~~ti`~ ~ Lower Llmlts of Coastal ~ \ i \ ~ o ~ ~ ~ p 100 Offset ff5et - _ - - Min. 8' CROSS SECTION C-C - - - _ - - - - PIER CROSS -SECTION
~ ~ / ~ ~ Dred e s oii .i ~ om MHW Vegetatlon~Water Llne \ _ ~ ,v g .P ~ F Llne \ De oaklon ~ ; } \ MHW Line - - - - _ _ - - - TYPICAL ALL PIER SECTIONS
Serltic S stem Setbacks ~ ~ ~ ~ ~ i v.,~ ~ area ~ ~ ~ ~ ~ ~ ~ ~ f y ~ / ~ Q ~ ~ , 40 Proposed ~ v ~ ~ House ~ v ~ ` / , - BELOW MHW LINE - _ - - _
~ :e~` I A ~ i ,.L v 10 - - - Not to Scale - _
Pro ert Lines ~ ~ , / ~ - _
I -2 \ _ i F //f ~ ~ ~ ,v v 6 Bulldin s 5 ~ ~ ~ ~ /v °F ~ ' , ~ 5'~ ` 6 - = _
CAMA MHW Llne ~ ~ ~ ~ o. ~ ~ ~ - ~ 17 9~ At. , _ _ _ _ _ _ _ _ _ _ _ - E ~I I S - ~ - - - - - - _ - _ - _ -
I C ~ ' i ` FF ~ ~ ~ eo 'o v MHW 100 v , ~ ~ r v~oFO ~ ~ ~ ~ - - - _ - - - - - _ _ _ 2"x8" P.T.
' ~ ~o ~ X40 ~r, ~o v V I v '~p~ ~ vv 15.5 ~0 ~ - ~ - ~ „x8., I Stringers ®2' o.c. 2 P.T. Decking 0-
v ~ r i Upper Llmlts of L ~ _ -;~D 00~,
Coastal Ve etatlon 1 ' ,Dredge spoil = ~ ~ ~ t7%` ~ i ~ 9 - ~ - \ ~ Deposition ~'r \ \ ~ ~ P \ \ ~ / \O ~ \ 5/8 Galy. Bolts Thru 2"x8" P.T. Joists
\ i Area y ; A A T v 0~ ~ ~ 6- - ~ ~ ~ ~ ~TYP•) ~ 0
MINIMUM MINIMUM MINIMUM / ,r / ~ ~ v °•tr , Driveway 0 2 V A ~ ; ii / Pro osed A ~ ~ ~ Po ~V ~ - - - ~ V ~ 16 ` DISTRICT SETBACK FRONT SETBACK REAR SETBACK SIDE Bulkhead To Tie Into \ ; a40 House y ~ ~ ~,~tiF ~ ~'o`vf - - i i 1 g ~ ~ ' ~ 3.0' above MHWL ~
iii i ~ \ \ ~y, ~a A0. S t0 h ~ ~ ~ I CONSTRUCTION ENTRANCE DETAIL ~ ~
Existin Bulkhead On ~ - ~ d~ ~ %y g ~ ~ ~ ~ ~s sr ~ ~ ' . ~ I ~ \ r i ti ~x '9,. N , Drive ° ~ 5,5 y R-1 OCEANFRONT 7.5 5 Adjacent Property 31.1 ~ , ~ \ \ \ j w~ ~ , 5,5 •AQ
18~ - \ ~ _ - ~ MHWL
r ~ ~ ~ ~ r~ i 18 _ 1 /3 OF LOT DEPTH ~ V 9 ~ ` R-2 SOUNDFRONT 7.5 I 5 vv ~ ~ 15.5 ~ ; v Propose - ~ ~ Proposed ~ ~ / A rox. 2.5'-3.0' -YV
TO 33 4 /1 ~ ~ A ~ S~ ~ v , 10 House House ~ ~ PP 15.5 ~ A rox. MLWL
I v ~ ~ 4 i ~ y 9r~Al'j ~ ~v ~ y+p ~ ~ i ; ~ 15.5 30 Setback ~r17 o c 35 \ , / R-4 NO WATERFRONT 20' 15' 5' ~ ~ \ ~ ~ ~ ~ ~ ~ - - - - ' - - _ao _ ~ ~ --------PP-----
Fr 5' 'L \ . ~ \ \ ' ~ ~ J' n , om MHW Llne ~ 1 ~ ~ 30~' v ~ ~ A 5.5 / , v , r~ , 1 D i Driveway , 40 - - 1 D 20 ` - - - ~ t 30;, - - - - 8 ~ / 8„-12" die.
AEC Llne > >r ~ \ ~ 15 ~j I a ~ g'm~ r J~ P.T. Pilings Se tic ~
I ~9~ lS v ~ ~ , 17r i r ~ 15.5 (75 Offset From MHW Llne o ~ 30 ~ ~ ~J/ o .2. yea 3D Repair COBrIR~e9rlQAt. ~ s` w-
\ 0 BULKNEAG '~9 u' ~ ` ~ ~ 12T S!. \ \ ~ / i)rivew°y / ~ % 6 ~ ~ 17 \ 0- 9 Area - _ ~ .
DETAIL \ ~ A ~ ~ Driveway No 2" X ~ ~ 'Q co 0 ~ , Proposed ~ t to Scale \ to v~ i h 15.5 Houae - i , ~ • \ ~ \ ~ _ - _ i3 0' Septic Setb - -r-
Wall Cap _ _ _.._~na , v ~o. 10 v To wafer 100 Offset v %s r ~ , Driv w P C . m e oy \ \ ~TYP. All P/L) - - _ - - - _ - - _ _ _ -
From MHW Llne 9~'~ `~20 ~ - - S - -
° o \ p~ ~ CQ - - _ -
~ ~ ~ Septic \ ~ \ , ( ~ ~ Q~ Areo eplc Arco ~ ~ 77 I~, - - - - - - - - i
50' Construction ~ ~ ~ ` , \ ~ i Driveway roposed \9 - _ _ _ i ,0 ~ - - - Min. B'
o Mid, Hei ht Wafer o Entrance , . _ y //--yr - ' ~ i - House ~ ~ / 0 ° Interlocked B - ~ ~ . R 0 F` - - - _ _ _ -
~ z~~ 5 , X n ng V f ~ V ~ Driveway ~ ~ ~ AI , Repair ~ - - ' ` Area ~ i - -
ndUner .S / ` ` ~ 15 , - _ - _ _ - ~ S ~ so, pQ _ _ - - _
~ 4 ~J o Bottom Wafer o ~ ~ ~ ~ - _ v ~ h 8a ~ -
o a ~ / 1(~ o \ V i ~ J \ ,
Gad L ne EI o on Vo ie A Driveway \S ~ ` ~ .~,p s ~ Se tic ~ 8 I~ o - - - - - ~ S S ~ - - - ~ - - - r i-~ ~ ~ ~o ~ _ - -c~' - - -
! Proposed '\V4; ~h. Dr n ~ , r _ _ / -
III I I I I I I I I I I I I I I I I I ~ ~ C~ ~
4 Re air / ~ ~ p I I ILaR I I I I I I I I I I I I I I I I I i ~ , ~ ~AfeO i I I aletrs I I I I I I I I I I I I I I I I I ' ~ ~ ~ ~ L~ 4rea ~ Il. , 0 O~i ~ S~ ~r -`~~i ~ ~ `i .fin' "1~5 fir` (l~l? - ~ c ~ `F'~.~
~ 0 I m. 2' ~ ' P' ~ , I I I I I I I I I I I I I I I I I I~ 1~=~ , / ~ ~ ~ / `M ` / ~ 00
~ ~ ,6i ~ ~ ~0 I I I I I I I I I I I I I I I I I I I ~ U ~ ~ ~ ~ ' , S /
I I I I I I I I I I I I l ~ ~ ~ ~ ~ o I I I I 1 1 1 1 1 1 , G \ ~o ~ v ~ I I I I I I I I I I I I I I I I I I I ~ ~O J~ ` / h h ~ ~ h Vo , ~
I ~ ~ 6 Se tic ~/~/_/I ~/LiL/~/L/L/L/I ~/~iL/L/~/ iL/1 ~ ~ , ~ ~ ~ ~ P ~ ~ S~, ~ 6
I I I I I,, , 'S ~J ~ ~ Area r , I , S ~ ~ Repair i S S, .S 0 2, ~ S p 0' F S, ~
l l I I I I" I- ~ Area ~ y-t ~ / ' , / S O9, O' ~ CROSS SECTION F-F
2" Nominal Minimum PT Note: Upland Side Of Woad Or Vin I She i ' / ~ ~ / ~ h / EXCAVATION CROSS -SECTION i ~;S ~
Bulkhead Must Be y et ng , \ Constructed With A ~ / ,~0 . 0 0 ~ 0~ ~ , Not to Scale
Penetrable Fllter Square Timber Pile ~ Fabric ~ 0' S /
v ,h 5 o / ~ / 5 S /
~ ' ' i ~S S S /
• Q 2~, 0
LOCATION OF LOCATION OF SPOIL SPOIL ` , C•j S ~ / Existing Pier Line ~ ~ . 0 , Q / H~~a+ Approx. Limit of Approx. Limit of 0~, 9 `+D J ~ ~~n"~ .ta ~ Excavation Excavation
OFFLOADING OFFLOADING /M SQ ~ ~ ~ za.. F F
AREA AREA ~ • a+ \ ~ ~ ~ ~ , ~ , /
` ~ / ~ ~ / ~ 7,54 _g ; Elevation = D' -2.35 i ~'J ~ 0 I I ~ I
rr ~ ` JJ sa~ucscww~~ $ lez~ ~ NOTE; RIPARIAN CORRIDORS ARE DEEDED 8o S V o ~ , ( -7 -6 I`. 4.5 4 -3 ~ S
g PROPERTY LINES NOT EASEMENTS. ~ ~0~ ~o
rr ~s S , s S ~ V O ~ F J~~ hh 2 S ~ ~P t 6 S P rNE ~
~ ~ ~44B 4449 NOTE: SEPTIC AND PEAT REPAIR AREAS SUBJECT TO Gy PENDER COUNTY HEALTH DEPARTMENT APPR V
G 0 AL. J ~ ~ r9 9
0495 9 , /
6 9452 M1 / / / ~
' /
, Estimated Amount of i ~`0 ~ , Material To Be Excavated:
Q 61a 4 i .O~ , 268 c.y,
o ~M1l 1 s / Q~ 0' i i ~ ,
~ e ~ ry Q i , ~ NOTE: There Will Be No Fill In
~ ' 404 Wetlands
V 0 wZ t ~ 0350 2
Note: Spoil will be offloaded at the ~Q v ~ ~J o i o~ 0 0
area shown and placed on the 19~ ~ S- 0 Total Area In AEC:
ground surface tempporarily until transported to the Stanwick Shores Q 14 080 s.f. ~o ~L
site. / CROSS SECTION E-E
Im envious Area In AEC: Dredge Spoil CROSS -SECTION ~ 1, 41 s.f.
Not to Scale Area Elevated By Grading
Percent Impervious: 11 % Filter Fabric
CROSS SECTION G-G
PIER CROSS -SECTION 1 i Approx. Limit of Spoil 1~ Bulkf~ead Depsosition Area
Not to Scale
LEGEND ~ Elevation = 4' _ Elevation - 5 ~
E ~ ~ Construction Sequence ; ~ 1 E
Mooring i 1. A temporary gravel construction entrance a ~ , , , ; I~
Pilings minimum of 50' long will be established. , , , , - , , , ,
Pr Property Line - - tin. 2' Soil e osition Area
Lc 2. Silt fencin will be installed. ~ ~ g I Approx. 28,67 Lot Line - -
3. Establish ve etation in desi Hated areas i g g Existing
Bulkhead B~ per seeding specifications. Silt Fence Topography ' Z' Estimated Building Setback - - - - - - - - - - ~ Maximum Area=
4. The aved road will be constructed. Elevation = D' 560 c.y. P 404 Wetlands
Stair Line
SE Septic Setback - - - - - - - - - - 5. Silt fencing will be removed after the road is built and permanent vegetation has been NOTE: S oil De ositon Area Shall
Fin I established in designated areas. Be Sloped Towards Bulkhead To
PI - Sil Silt Fence -~.T-~-~~- Maintain Sheet Flow
J =i 6. Erosion control measures other than those shown on the plan will be installed should the
~ Ii~_ need arise.
- ~I Fk i I, Flow Direction
,.i ~
_ , MHWL - - - - - - - - - - - - - - - - - - - - - ~ - C` I I I
AMA/ 0 15 30 60 Spoil Deposition Area ~ ~ IMPORTANT: BY NC LAW, GROUND COVER MUST BE ESTABLISHED
"2'- ~ ' 0~ 404 Line sF NMLWL - _ _ _ _ _ _ _ ! TOTAL PROPERY AREA = 1.58 ACRES (68,605 S.F.) WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS (WHICHEVER IS
MHWL TOTAL DRAINAGE AREA = 1.58 ACRES (68,605 S.F.) SHORTER) FOR EACH GROUND DISTURBANCE
PROJECT AREA = 1.58 ACRES (68,605 S.F.)
-2' Property Line DISTURBED AREA = 1.35 ACRES (58,806 S.F.)
Existing Elevation MAXIMUM IMPERVIOUS SURFACE = 17,151.25 S.F. (25~)
i -3'
Note: Total Pier Len th=198' ~ ure: ro ec . ¦
9 i e: anwi c r 0 es ormwa er linen a ion n
_6~ _5~ _4~
ec ion ro i n n r n an so 0 o a
_ ~ ,
a e: ca e. - raven ro ec

IA`, _
_ d,~~
CROSS SECTION A-A CROSS SECTION E-E
ROAD CROSS -SECTION Dredge Spoil CROSS -SECTION TaWa 9~1ga
Not to Scale Not to Scale Area Elevated By Grading :levated By Totnptlrkttty94ading r~s6Add8lgml%tltro TabiaB.itlo ~roding RspommardattonstorLSts 9peok+? Itabhb,yae} ReCa mends anSseding 9redingml>Ifute
Filter Fabric IfNmar and Eeriy 5pring R!i• f9r+hk) 120 i e for Fall Specks RM?(Neare}
R/W EOP ROAD C/L j Annuellespedeza (Kobeia Rye (grain) t20 Piedmont and Roasbl Alain,
EL=7.00' EL=7,00' EL=7,21' R/W Approx. Limit of Spoil Bulk sad Depsosition Area Noreen M Mowaaks) 50 Sassing dates Omk ann0a# kapedeta wh/h dwalion9t bmpOrNyOavor q nott0extend Mounla+ns-•Jlug, tS•Ob~ 15
beyaed June. Coastal Plakt and Piedmont-Auq.14 • Doc. 00
Seeding salsa Sa8 amerkdmante
Pavement Surface Elevation = 4' Elevation = 5' Atouraaina-Atkove 2500 fip.15 ~ May 15 3:0110w sail testa or apply 2,000 Ihkhaa ground agricuaural 1im05torq sad Bebw 2500 h' fop, t . MaY 1 1,QOOIhrawe i0•iGibfed~ar.
Existing Grade ~-Sloe = .25" er foot' Slope = ,25" per foot---3. Existing Grade Fi4drnDnt-Jan. 7.3Aay i Coastal Ppkt-~eo. { • Apr. l5 Mtt{ch ~Z_
Appy,,000lhya.stray Ancha strew ta0ki wq?, bay n?ili T . P A N
i 2.0" Min. 2' ' ~ ~ ' ~ ' ' ~ ~ OI a OSI Ion AreO ~ ~ ~ ~ Solt amatdmenro or a m ubh altchpr'na la01, A dkk vn01 btalles set Heady or:igM can bi ~ ~ ~ F~owrtTtdmalettdetbnsafstidtoaleaapplya~,400IMecregrouadegricut• usadasamultllasK~iairugt0d.
~ 8" ABC Base Pervious Asphalt Grass per ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 1Wdl limestone and 73C Nacre 30.10.19 bnllite=. T M9intenirtca
10' Specifications Approx. 28.67 ~ Yu1Ch Repair and rder1111e? dxrtaged arses immediatey. TolxAeea with 50
Apply x,000 irhae strew. Alaehor allow b/ lacking wah slaphdl, trotting, 14rawe of nioogan in Much. y n ro nacassary fo ex!<nd temp0raq savor ar a atukh anGtotirlg bp1, A disk with oases Ht nearly straigEtl aan be b?yane Jsate 16, aversied with 50 IWatre Kooe (Piadrnam and Coastal
Silt Fence Existing 2, Topography Estimated Maximum Area= Plain) oT Korean JAbuntNmj lespedera in late February at eddy Marsh. lied used a: a mubh antharinq sod.
404 Wetlands Elevation = 0' 560 c,y, Area= ;,y, IWintentatoo , . , . ,
CROSS SECTION H-H Line EXCAVATION CROSS -SECTION Ralertiibell gttkvAhiarat blryadoquaw. Raad, rolerl>HZe and mubhim• m?diaely blbtk40g erosbaor ether damage. TabN 6.11v
Boding No. 7CP br; Seeding Mbdun R Gress•IIIISdCflennela• tat J~GE SPee Rab(Nacn) RS A
Not to Scale NOTE: Spoil Depositon Area Shall Coastal Plain, Lower Common Barmudagrass ao-3o p-21b/1.tx101tz F- VE 1 ~
Ap roximate Ede Be Sloped Towards Bulkhead To P g Mamtmn Sheet Flow TBhls 6.104 Pledtnom, and Ory SoSS In ~ , . , , 7eR1pDf3try See~lnq Ss0C4"!y mbllur8 the Central PkaiNnom gamin data
Of Federally Existin Pier Line 9 I~ommendahionslor Speoln Itala a Coastal Pkin• J Y , . , , . , , . ,
Apprax, Limit of Maintained Channel Excavation Summer G?rmenmWet AO Pkdmortb Apr.iS•June30 3 M the Fiodmas and Mountains, a amti6slomm?4 Sudal~raes maybe
Existin Pier Line ellbaillUted at a rllb of 50 Nacre. i SOi snlMdmsMa Q
Approx. Limit of 9 . Excavation H / H / CROSS SEC110N F-F data Apply tyke and lestiaar aaroarip b eoi btMt, a apply 3.000 ibVap? m gi1dM~ ground agricuktasd laNebrke andli00 Nacn 10.10.10 feeNt?r.
EXCAVATION CROSS -SECTION MrnartaMe~ltay 15 • Asq• 15 Pi?dmant•-May 1 • Auq.10 Mulch
Elevation = 0' / -2.88 -4 - .11 -9 Nat to scale Coactat Pain-Apr. I S • Aug. i5 Us? Jub, ?xalabr matting, a other a1lecOw channel INirtg matarkl b
I I / I -3 -5 -8 -7 -8 I Dover the bosom of dtartnek and dhclwa. TM Nnirtp elaukf extend above $Qll pmAndlrAPlll}B the highest calalated depth of lbw. On channel ald? abpee ebova this
I I I / _g Folbwrecommrrkdationeoreoiibenorept»y2,boblb(acregroundagricu4 hepht, and in drainage rat requiring tanporary Iklinga, apply 4,oob S. ANDERSON BLVD
' -7 klrallimaabne and 750 IbfaGe 30.10 10 Nrlilxer. Macro grdn straw and anchor elmv by stepNrq rtaaMg over tla bp. ~ H I g h W C1y 5 O )
l~, ~ , 'V / ~ Appr MuiCh Mubh and artdtodrtg matxkle must not be elbwad b welt down ebpa Approx. Limit of Apply 4,OOb Nacvo anew, Anchor straw br taaihoq with asphalt, nosing, when they cart cbg drainage devicwe.
Riparian Corridor , _ Existing Pier Line ~ 6 Approx. Limit of E; Excavation or a mdctl anehodng fool. A duk wl0t 1Hdea ssi Wady atralpflt can be
` ~,Q' / ~ Excavation Estimated Amount of Material To ` ~ F G / used ass mubh enah0rirp tool, F A minimum d 3 weeks k required for eatebiiahmant. Inepard and repdr
Be Excavated: 174.3 c.y, ~ - Pro'ect Total 90, , ~ -5 754 _4 Elevation 0 -27J mubh irogwrdy. RdenNize tM folbwirtg Apr, with 50 Naas ndrogen. VICINITY MAP N,T.S
/ ' 12 Q. , / I I I -2,73 Re!?nitize bgrovnll is noslullYadaRiuate, Reseed, rele:litri and muklt im• tReNr b APP•rd(x@.02br botanical namae. I mediately folbwing erasion a offer deanpe,
i / , 20 ~ 5 3
Minimum 37 Setback , / ~ , -4 I I I / ~ ~ I Table1i.11p
From Federally Riparian Corridor \ ~ - ?RIYE STECL POSTrS 18" INTO GROUND ATTACH WIPE FENCE TO POSTS AMA SeedingNo.lCPbr:WeS•lo Ssrldingmbduro AND EXCAVATE A 6"X i1" TRENCH UPHILL E%TEND THE BOTTOM OF THE FENCE li° PoorlyDrolnedS011swlth Speckat Rob(Nacre}
Malntalned Channel / \ GONG THE LINE OF POSTS WOOD POSTS INTO THE EXCAVATED TflENCH~ GoodMofatirroRtatentbn' Tanleuxle so !N DIAMETER MAY BE USED (.OWMal~nenp PenaacolaSahlagrasa 50
\ 6' \ Barites kspedeza 30
/ 8' \ Estimated Amount of Material To NOTE, Piers Shown In as' o _ Be Excavated: 174.3 c,y. Kobe beP•d•x• 10
4 ' 3 \ 3 Pro'ect Total Per endlcular Ali nment ~ P 9 ~ < , MA%. 10' Seeding note
With Banks Channel / . ~ o CROSS SECTION B-B BETWEEN 1. From Sept.1 • Mar.1, use unscarSNd sericea seed. PIER CROSS -SECTION - Posts 2.On pony drained sites omit serbea and'ncrease Kobe b 301tv~re.
Rlpanan Corridor , , o Approxl ate Boundary , , \ o / ~ \ Of Excav Ion/Dred In 3. Wlwre a neat apparanca is desired, omit eericea and bcrease Kobe TYPICAL ALL PIER SECTIONS baONeae.
9g . ~ 9. Area. Im ct Area 1 , ABOVE MHW LINE
b" Nura plants Not to Stole ?rte.: ` _ emw.en 6 Apt.15 and Aug.15, add 10 Naae Oemun migN a 15 Nacre STEP 3, STEP 4, Sudartgraa. Prbr b Hey i a okay Aup.15, add 25 Naas rye (pnFt).
\ ~v a r , , y~ i \ ATTACH 1HE FILTER FABRIC TO THE WIRE BACNiTI THE TRENCH AND COMPACT 6' FENCE ANQ F%TEN? THE BOTTOM OF THE THESOIL FIRMLY TU ANCHOR THE
Mooring n / Pilings i ~ ~ 8' \ FABRIC b INTO THE TRENLN~ BOTTOM OF THE SIL1 FENCE 50 THAT Seedingdata RUNOFF IS FORCED TO GO THROUGH THE Bea( Patbk
\ < ~ X20 V ~ \ V FfNQ AND CANNOT GO UNDER IT. Strin era ®2' o.c. 2"x6" P.T. Deckin i"- T
~ ~ ~ , ^ \ V ra g x g I - Eady spring: Fab. 15 • Mac 20 Fab. 15 • Apr. 30 c n Faa: Sept. t • Sept. 30 Saq.1 • Cc1, 31 a ; r,.
i ~ a 25 I r I ` ~ `;i r lr ~ ' , SollamendmeMa
\ \L ~ ° Bolts Thru 2x8 P.T. Joists ° , ~ fat ~ , r; h Apply ndanhzeraocoMinglosoilteate,oroppy3,000.5,OOOIblaae ~Typ,) ~ ,y r ~ ,,fit ; ~ groundagricuhuraliimeatone(uselhebwerrobonsandysoiis)and1,000
r i , ~ Naorel0.10•tOfenilizar. ~.:v.,rirt e~;Y
- \ ~ t0 0a 8 \ \ SAV II ~ + 5 ~ 4 A III o r 8"-12" die. MuIOh
\ \ ~ S~ 0 ° Q -7 j SAV I ti ~A v ~ o oQ to P.T. Pilings ~ [ECTION y~. ' Appy 4,000 Naas grain straw a equivalent Dover of slather suifafJe Min, 3.0 mubh.Anchaaeawbytedtingwkhesphalt,neaing,aroNrgorbyautp• ROTE: Batts: orf;lterfadricmustbe ingwithamubhanchoringtool.AdiskwhhbladaasatnurpevaigMan
\ ~ ~ \ \ ~ c'~ ~ Qt 0~ e o ~ i - HEIGHT; placed in trench and secured by i7lusadaaemuldtartehod 1001. MA%, STEEL POSTS either backfillino with soil n0
BULKHEAD -6 / \ \ Deeded Common A T ,~°e~'e° d~ 2 \ 1 OQ 3• material and tamping or by placin WIRE FENCE tHOG WIRE" washed stone to a height of B° M1 N, above ground le,~el, Melntemnee
DETAIL \ \ ~ `E~omeowner's Aeaocia 2,\~ 'A ' 2" x1o° -5 ~ ~ ~ ~ Nat to scale A~ A ~ Pro osed Bulkhead ~ ~ FILTER FABRIC y growth b lees than faNy adigUala, raiwdliza in iha second yaaf, aCCOrd• ing b aril bsb or bpdr•es vridt 500 IWaae 10.10.10 fertilaer. Mow ea
wau cap , ~ ~ ~ v~~ v ~ o, v P Top Waler ~ ~J / i BorTOFI~iERIFaseicLeueieG naedadwhansariceaieomi0edfromthamature.Reseed,tartlfize,arM ~ l
I,;;, ~ ' \ v ,o - - ~ 6" In ExcavarED TAENCFi, muldtdamagadarauimmediet , - - p,• - - - , _ _ _ ~ - _ - _ ~iU1~s,.r ~----SiEEI. POST ?RIYEN ]F~" INi? GROUND t
4 - a ~ \ e \ 5 \ '177.5' \ ~ r i orb 'x8.02brbobnicalnames. - _ . _ _ _ _ _ _ _ _ - - - u 1 _ ~ ~ '~iFENCfI
9. \ \ d+ A I I1 ~ \ ea Q ~ ' i I
0 0 \ ~ ,B°
0 o Interlocked B d''~0; ' ' i I v ~ ~Q,
x n ng y r ~ F'.5~. ~ ti~ ~ ~ ~ l \ 100 Off set fSet _ - Min. B' _ CROSS SECTION C-C
d Un er Lower Llmlts of Coastal \ , , ~ , Qp,, \ ~ Dred e S 1 ' ' \ ~ Ve station Water Line ~ \ g ~ ~ ~ < F From MHW Llne M~l Line PIER CROSS -SECTION
o g ~ ~ Depodt(on y ' ~ o A \ i Area ~ ~ ~ ~ ~ 0 0 TYPICAL ALL PIER SECTIONS BELOW MHW LINE
6 i i ~ ? Houa ` ~ 10, --~„t~
G ad L ne EI a on Va ie \ ~.ti , I ~ I ~ ~ ~ \ i\ , ry ~ \ ~ ~ _ Not toScole
\ l l l l l l l l l l l l l l l l l l l l l i 3 ~ ~ ~ I 6 ~ 0 0; O 0~O" ,f?~0"'O G~'OJc~'0, J O O O O"O G C
I I I I I I I I I I I I I I I I I I I ~ '~9p~~ ~ 1 i i 6 La ~ I I Idl ~rS 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 ~ \ ~ ' ~ F~ ~ ~ ~ ~ ~ 5 S ooooG'oooopo!oo, ~o. G o G G n a o 0 o P o'-o 0 Q. G; G o o' o c` o. G .o 0 0 o G c 0 o G o O o G ' o: c n G o 0 o c c ~ o G o o" o[ o o g
. 9 , C MHW Line ~ v v ~ ~ ; a~~~~ ~ ~ ~ 17 ~,.eo~. I t In. 2 1 I I I I I I I I I I I I I I I I ~ i~ ICI ~ e ~e ~ S S 0 0 p ,0 o Q G 0'.0 ,0 O,~O. 0 .p~0 p 0 O G`p`O O p~0 0 o O C~-:- 0 0 0 ~~o' o o' a o a o c o o c o o G' g o o- o G o~ o 0 0~~. o 0 o, o,~o o, o ~o o~o G c W o o 0 0 orG o G;~o o ,c, c-c~~r, r c r~ n 0 f n r n n , c r;
I l l l l l l l l l i l l l l l l l l l l ~ ~ ,p \ V ' ~ ~r0 ~ ~ ~ \40 ~ ~ Vo ° ~ 2"x8" P,T.
I I I I I I I I I I I I I I I I I I I ~ ~ v .5 I I I \ \ ~ ~ \ ~ ~ 15.5 ' Q' 11 I I I I I I I I I I I I I I I I I ~ 1 gy v , ~ ~ Q ~ , Stringers ®2' o.c, 2"x6" P.T. Decking 0 00,,
I I ~ ~ \ ~ U er Limits of ~ \ ~ 10 G ~iv_i ~ivLiv~iLiLil ~/LiLiL/L/ iLii PP ~ / ~ ~I \ ~ I>~ ~ ~ ~ i i
I I I I I I Coastal Ve station 1 \ ' DrodgeSpoll I A,- \ \ ~ ± ~ \ ~ ~ 17 / I ~ g ~ ' i ~ Oeposltbn i, ~ r A ~ \ ~ .p ~ Bolts Thru 2"x8" P.T. Joists ~ S!O ~TYP•)
I I I I I I i 'i i Aroa ,y \ ~ \ o ~ \ ~ ~ i \ ti0 6 Driveway ' ~ ~ ~
2 Nominal Minimum PT ~ , ~ ~ posed \ ~ e ~ ~ Note: Uplond Side Of yyood Or Vin I Sheetin Bulkhead To Tle Into , '~4o House y \ ~ ~ ~ e o~ \ 18 ~ , 3.0 above MHWL
Bulkhead Must Be y 9 I \ ~ ~ ~ a 'a0; S 10 ' ~ ' Constructed With A Existing Bulkhead On ~ ~ ' ~ OQ,~,, ^'L~ ~ ~ ~ CONSTRUCTION ENTRANCE DETAIL
Penetrable Filter S T' ' ~ y \ \ ~ N ux 9se , ~ Drive a ~ 5.5 quare Imber Pile Ad'acent Pro ert 31.1 ~ I y ~ ` ~ 1 ^e ~ y Fabric J p y ~ ~ ~ ~ o ~ 5.5 ~ ~ • ~Q%
v 1/ J sy 8 ` 7 ~ MHWL
4 \ l i\ \ 15.5 ~ S ~ •e ~ ~ 10 Proposed Proposed ~ ~ a~
~ \ ` 9,. ~a . ~ ~ ' 15.5 House ~ ~ \ \ ~/t7 ea 4c 35 , 15.5 House ~ Q~.m SG.m - Approx.2.5'-3.0' ~ / n
PROPERTY LINE 3o setback ~ ~ ~ 40 40 20 APProx_MLWL_ 10 ~ 8 ~ t,
From MHW Line 5 'G \ ` ' ~ 'b 17 , ~ \ ; \ 15.5 / , ~ , ' ~ 10 i Drvewoy 30 30 ~ ~ ` ~ 8"-12" die. J ~ 6"min
Course Bearln Distance ~ ~ \ ' ~ ~ 15 ~ ~ I g ° .5 ~ ° AEC Lme ~ s ' ` ' 1~ 15 ~ ° Septic ~ P.T. Pilings
L21 N 53°45'14" E 3 . 5' ~ p ~ \ 15.5 2 6 (75 Offset From MHW Llne) ~ 30 p, ~ 3 yea 30 2-G" ,A: Repair coerseaggreg°te ~ P
L22 N 67 10 32 E 32,07 127 \ \ Driveway Driveway (r Area ~ 9 i i
o ~ ~ I ~ N 0~ ~ ' Proposed ` \ L23 N 70 38 26 E 41.42 ~ r o h \ \ ~ 3 0' tic S ~ ~ ~ ~ ~ (Typ. All P/L} ~
° I I I I I ~ ~'b ~ 10 ~ Bj~' ~ • 15.5 House ~ , L24 N 45 27 30 E 32,52 100 Offset Driveway 'h _r,
L25 N 87°41'38" E 25,30' From MHW Line 9eF~ ~ '
o~ , L26 N 65°37'38" E 12.88' ;Q.; septic Septic 4~ -
M ~ , ~ ° Area ~ ~ ~ 50' Construction ~ Driveway ~ , ~ Area ~ ~ > ~0%
ro osed ~ Entrance , ~ : Huse _ ~ ~ o ~
~ Bea ~2' 5 ~ 0 , ~ F ~ Re i F ~ Min. B' Repairs ~
404 LINE TAB L ° ~ ' ' ~ ~ ' ' driveway ~ , ~ , ~ , Ar 'S E L27 S 59 13 15 W 16.06 ` Area ~ ~r~~~~~~ Q • ` ~ Q ~ -
° II A 5 CAMA WETLANDS ~3 s 76 2 ~ 31 w 19.3~~~~, 4
Course Bearing Distance ~4 N 49 49 W 14,5.. / i S ~ ~ v ~rj i
o I I I I o I I - Q, Driveway SQ ~ \
L5 N 19 2~ 18 W 28.~.: ~ ~ S se tic ~ L1 S 55 39 58 W 19,90 II Proposed p , ° ~ ~ ~ ~ House ~Sl~ ~ ~ ~ Area > ~ S s ~ , ~ ~ o-t' o vo-c' o rxo-~' < .~a-c'~ ao~c' ~~o-c' a~ ~ G o , o 0 0 0 o o- o o ~ G o? o 0 0 ,o :o o G oooo~o~- 0 0 0 0 0 0? G o G o o,o 0 0 0 o G o o~
L2 S 74°34'37" W 7,45' L_6 N 85 0~ 12 W 11.1,.:: , ° II ~ ~ 4 ~ ~ Re air ~ ~ ~ ' , - OGO~:OG0~0~ J 'O P 0= G., O pf' G 0' 0; G G C, O •.i i 0, o. o o? o ~ o? o 0 o.~.c,~ o o o o. 4_ ,epair i av ~ `~o, 'o°o;°~o°o°'o~ o°.o.°o"no~ooooGC-~~~o n o-;~ o- o o~ o~ o ~p~~ o o a o o'
L14 S 65 39 28 W 37.42 0 6 W 41,1 ~ \\F, .~j Area ~ I o i; I I I ~ V ~ ~ ~ ~ J S 0 0 o G? o 0 0 0 0~0 0 0=0 0 0 i i o G o.o :c G,.o c o r> n c~~f, ~ c
° ~ ~_8 S 44 2., 36 W 21,2. P, , ~ ~ ~ ~ ~ L15 S 68 11 30 W 32.47 ° 5 ,,c~ ~ cd 0 . , 0, , ~ „ ~0 ~
~9 S 19 5(.. 39 E 26.9~~ ~ N 6 L16 S 54 39 33 W 58.82 ° II - ~ , 6 ~ , ~ S
I L10 S 57 2., 40 E 15.5' G 8° ~ ~ ~ p' L17 S 86° 1 0.. ~ ° , ~ II r, V~ ~ ~ ~ ~ ~ h h 2 5 W 23,74 L11 S 46 21 15 W 19.E ~ ~ ~ 6 ~ p' ~ ~ ~ h h
° I I I ~ ~ , ~ 2 2 ~ Septic i L20 N 25 00 57 W 68.32 _12 S 49°3c ^7" W ~2.:_ •S ~ ~ ~ Area i , I ~j, ~ ~ 6 S s, ~ ,S
~ S- , ° I II ~ , z t, R(1°~~~ : ~ , Repair i L28 S 38 10 00 E 23.93 Area 0 ,2, ~ p 0 ~ , F ~ 8°
. i S O, i CROSS SECTION D-D
O„ 9 ~ h ~ PIER CROSS SECTION
/ / ~ ~ ~ v~' V~' ~ ' TYPICAL ALL PIER FINGER
LOCATION OF LOCATION OF ~ ~ ~ , ~ SPOIL SPOIL ` i pco ~ i S ~ ~ SECTIONS
OFFLOADING OFFLOADING ~ 0' ~ AREA AREA ~ ~ , h 5 S i ~ ~ Not to Scale
i 5 80 ~ ~ ti ~ , ~3j ~
~y{ ~S S ' S ~ s' . ~ 2,, ~
BANlfB CNWINEL (r~ t Q~ ~ , S ~ i
9 10 ,~j ~ 0 2x8 P.T. ~ ' ~ ~ 9~ ~ Q ~ Strin ers ®2' o.c. 2"x6" P.T. Deckin J i 9 9
~ ('s~ ~ A ~ ~ ~ ~ ~ ~ ~ ~ i
~ 1448 2449 rrj iUj ~ 5/8 Galy. i ~ ~ NOTE . Pier Cross S e c t I o n Bolts Thru 2"x8" P.T. Joists
O 4l 7y~ 9 ' V 0495 sa L~' JJ , J ~ etij ~ ~ ~TYP~) Approx 1 2
q NOTE: RIPARIAN CORRIDORS ARE DEEDED S s ~ Show T ical Constructio ~a n Of s ~ YP 4 , ~ h ~v
S 6 PROPERTY LINES NOT EASEMENTS. ~ ~ 8452 ~ ~ ~ o s o Entire Pier le. No Covere ~ MHWL
~ i NOTE: SEPTIC AND PEAT REPAIR AREAS SUBJECT TO !y ~a s ~ s o o' ~ Structures Boat Lifts etc..
PENDER COUNTY HEALTH DEPARTMENT APPROVAL. 6~ '0 9 h ' ~ Q, S ~ ~ A rox.MLWL
b A, -------PP----- i ~ i ~ i _
gM11 g i i
64 Ga 1 ,y ~ i ~ 8 -12" dia.
R ~ MINIMUM MINIMUM MINI MUM y 0 as ~a 2 DISTRICT SETBACK FRONT SETBACK REAR SETBACK SIDE ~ r P.T. Pilings DE ~
~ 0350 ~ .c ~ s ~ 0 ~
Note; Spoil will be off-loaded at the area shown R-1 OCEANFRONT 7.5' 5' ~ ~~Q, 0'
and Placed on a plostic liner and covered with plastic temporarily until transported to the ~ 1 3 OF LOT DEPTH h ,
Stanwick Shores site. S~It fencing will be installed 7.5 to revent sedimentation to Banks Channel. R-2 SOUNDFRONT TO 33' S ~ NOTE: There Will Be No Fill In - _ _ _ _ _ _ _ e~
' 404 Wetlands ~ _ N ~
R-4 NO WATERFRONT 20' 15' 5'
0 0 ~
19' , / s-o r~ o a red In AEC: - - - - ~ _ _ ~ _ _ ~ ~ _ Min. e
CROSS SECTION G-G ~o ly 14,080 s.f.
PIER CROSS -SECTION Im ervious Area In AEC: _
Not to Scale Percent Im envious. Ufa - -
Septic System Setbacks p G 0 0 ,0, 4 ,OU0~4u0~o,UO~Q~G`C ~uou0~;; u v uiJu- v, 11% ,o 0 0- o !r n o, a o .o- a o 0 o c o o- opapop.a°a°o 0 0 o q 0 0 0 0 0 0 0 0.'.0 0 0 0 0 0 0 0 0 o f
0 0 0 a, r, o e o o a a o 0 o a o 0 0.0 0 0 0 G.-; o~ G o o o~ o~ o o o o~. o, o o o o o~ .0 0 0 o o 0 0,-.°; o' , ,G n o o n G o,~n a o, o 0 0 o -.o o_ p o'
Moorin Pro ert Lines 1 9 ~ ~ ~_~o c `~;-.~_n .G, ~ c oo.aooooon o .4 p o . ~ Construction Se uence P00 ' ~ o. o. o; o o r, ~r5.h r, r, ~ri6?nO~O~D~O~(~~Dr,G~
Pilings
Buildin s 5~ 1. A temporary gravel construction entrance a minimum of 50' long will be established. LEGEND
2. Silt fencing will be installed.
MHW 100' 3. Establish vegetation in designated areas per seeding specifications,
Bulkhead
# Pro 4. The paved road wilt be constructed. Property Line - -
Stair 5. The bulkhead will be constructed.
Lot Lot Line - -
6. Dredging will be performed and drege spoils wil! be placed behind the bulkhead.
in r 9 j III- Buil Building Setback - - - - - - - - - - 7, The pier will be constructed. A
ie - ~ - O
' 'III 8. Silt fencing will be removed after the road is built and permanent vegetation has been p`~ Septic Setback - - - - - - - - - -
` I-11 SeF established in designated areas. SEA1. 1
III_ i 1 - 1687 ~ o 9, it ~ ~l' S t fencing will be installed prior to construction on individual lots (On a lot by lot
silt basis . Silt Fence ~ ~ ~ 'l NE ~ da
MH L _ _ _ - _ _ CAMA 0~' ~ 10. Silt fenci ~ c' n will be removed after completion of construction on individual lots (On a ~ p
0~ 404 Line lot by lot basis . u+~' oy
NML L Flo, Flow Direction > 11. Erosion control measures other than those shown on the plan will be installed should ~
MHWL the need arise.
-2' Property Line ~ ~ ~ 0 15 30 60 i------~
Existin Elevation Spc 9 Spoil Deposition Area ~ % / ; i
/ ~ TOTAL PROP = ERY AREA 1.58 ACRES (68,605 S.F.
-3' IMPORTANT: BY NC LAW, GROUND COVER MUST BE ESTABLISHED TOTAL DRAINAGE AREA = 1.58 ACRES (68,605 S.F. WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS (WHICHEVER IS
Boat sll r PROJECT AREA = 1.58 ACRES (68,605 S.F. P ` SHORTER) FOR EACH GROUND DISTURBANCE.
Note; Total Pier Len th=208' Boa 9 DISTURBED AREA = 1.35 ACRES (58,806 S.F.
_5. _4. MAXIMUM IMPERVIOUS SURFACE = 17,151.25 S.F. 25%
( )
i ure: ro ec • rm wa r im en in n i e. nwi c r
ri o n nr an n
ci n
- ~
evasion a e: a e: ca e. - rawn ro ec

CROSS SECTION A-A CROSS SECTION E-E
ROAD CROSS -SECTION Dredge Spoil CROSS -SECTION
Not to Scale Not to Scal Area Elevated By e Grading TabfaB,lt}a a Elevated By TamporatyStSOding St3edingmixtura Tabte6,10c
Grodmg R+soammandationsiorLato 9pectw ~~pyy~} TamporerySeedtng StedlnpmixEtrre Wlrttar and Ea 5 tin Rya (grain) T20 RerCOmmertdailons im Fail Species Rat?{#Maera}
Filter Fabric R/W EOP ROAD C/L EL=7.00' EL=7.00' EL=7.21' R/yy ~ P g Annuat lespa~za (Rabe is Rya (grain) 120 Piedmont and Cdaslal Alain,
Approx. Limit of Spoil 1011 Korean in Mountains( SO Ss6ding dates
Bulkhead Depsosition Areo emit annua€ kspedeta when durafgna! Sempororyoover isnot toaxtend 5buntarerss-•Aup. t5 • DDG f5 beyond June, Coastal Plant and Piedlunt-Aug. 15.6DC 3,
Pavement Surface Elevation = 4' _ Elevation - 5 Seadhag dates Soil mrrandmeitta Mountains-Ahoute 2500 fL' Feb. S5 • May 15 F6ko4V s6d 14SIS or apply 2,0,70 IG~acre gran nd agdcutural linpbtono aatl
Existing Grade IE--SIo e = .25" er foot Slope = .25" per foot-_~ Existing Grade E 8ebw2500ft:foA 1. May t 1,Ix1616+acro 10.10.10fer5`ata. E Fiadmant~ian. t • i~ley 1 ldutch
Coastal Plain-Qea t • Apr.15 ~Z Apply 4,000 bhcro strax. Arlehor elrow tackin w~ as Ithi A neJl I V by 9 P rU,
1 ~ i ~ ~ i i i ^1 ~ ~ ~ 1's61t amendments or a mldclt anchgeng taN, A r5rk will( bradei ari nearly straight ctrl Iro
8" ABC Base Pervious Mla. 2' ~ ' ' ' ' ' ' .'Soil a osition Area ~ % ' ~ i ~ ~ ~ 10~ Asphalt Gross per ~ i i i i i i i i i~ i, i ~ ~ ~ ~ F'arowrewmmondalionsofso+hwtsaapply~,Ogglaacreproundagcicui• usodasamultltanchoriup#aoi. lurel Gnw3l9ne and 7501Wacfe 1a10.14lertllizer. I T
Specifications Approx.28sT ~ i j McEManattca ~ MpICh Repak and relentlRa damaged areas immedietey. Topdrees w;m 50
Apply b,000IDlacre straw. Artclbi straw by tackietd ylf}y asphab, netting, Ib<acre of nibagen in March, s n is nocesaay 1o eaNend temporary eavar
Sii f Existing t ence Topography 2' Estin~ated ar a m ulch ancnorng 1oD1, A disk with Nadas set nearly straight wn be beyarw June 15, oversead with 501bhacre kola (Piedmont and CoosSu piainlw Korean{MtTwuains)lespedaralnl~laF?bruaryor~arlyMarch. dated tgOd as a nwich anchoring tool.
Maximulh Area= rah Area= c.y, MalntenenCe
404 Wetlands Elevation = 0' 560. c.y, CROSS SECTION H-H Line EXCAVATION CROSS -SECTION Reie3Yizelf grouse Tana, ful~adegwte.Reaoed, referlgae and mulchim•
m?dialeb/ bNa+arrr{# arosbnoF atherdamage. Table 6.tty Seedlnp No. 7CP lot: Seeding Mixture Rf , , , , , , , ,
Not to Scats NOTE; Spoil Depositon Area Shall Grasa•Iln t DGER adChannela; speola Reb(blacn) S AV , . , , , . , . , C08staiPleU, Lower CammonBermudagrasa 40.80(1.21N1,000ftz) I-•
Approximate Edge Be Sloped Towards Bulkhead To Mamtam Sheet Flow Piedmont, and 0 Soils in ~ Tabfa 6.18b ry
Of Federally Existing Pler Llne Tamptarary S~tling Beading ltultsure the Central Piedmont Seeding dates Y . , , . , , , Recammendadionater 5p?cl?s Rata{Iblauo) CoastalPbin; Apr.•JuN U
Approx. Limit of Maintained Channel Excavation $~ar Germanmilel AO Piedmont: Apr. 15•June30 , ~ ~ ~ ~ ~ ~ •
Approx. Limit of Existing Pier Line In the FiodmOrtt and Mounsains, a smap•st?mate0 5udangrass may Sd subald0ted eta rateof 5D p~,raere. Q
F Excavation F CROSS SECTION F-F Sail amendments m Apply Ilene and iertgizer axarding to pail tests, or appy 3,000 Iblacre
Si9atling dates ground agricukural limestone end Soo Ih/sae 10.10.10 fertilizer. Mpuntains~riay 15 • Aug,15
Elevation = 0' EXCAVATION CROSS -SECTION -2.56 _5 _ Pisdmonl"-hlay 1 • Aug.15 Mulch CoaaatPtmt-Apr. 16-Aug. 16 Use jute, exalabr mattirp, or otMr effective channel lining material b
I I -9 Not to Scale t _ / J -4 -6 -7 -8I 50' i coverthe bottomotchennelserd ditches. The Gnirq attouMextend above
I i ~I I Soil pmendmanta the higlwat Dalculaud depth of lbw. oh dtenrtel Bide ebpn above fhb S. ANDERSON BLVD Folbwrxomm?ndaNasso{soiltostsorappry2,0001blxrogrouadagritub height, ant in drairaga not roquirirt~ temporary 6nirgp, eppy 4,000
~ ~ -g turallhneaaseend)50bltlcTeiD•Satolenslzer. blecngrainarowendandtorarowbllatap6ngn•ttirtgoverthebp. (Highway 50)
' -7 ~ MUidt Mubh and anchoring materiels moat rant be albwed b wuh down elopes
~ ~ , A rox. LI \ Ripanan Corridor , - 6 Existing Pier Line p Excava A rox. Limit of wherotheyeancbgdroinagedwices. PP Appy 4,OOb braao straw, Anchor straw hY tacking wile asphail, n4tlidg, Excavation or a mdtx'I anchaing soot A disk wile Shades sal rwary straight can ba Melmenenca
P~ ~ ; _ Approx. Limit of Excavation Estimated Amount of Material To G , F used es a mui0h arwltarirp toot, A minimum al 3 weeks fa ~ F requirod for estebNahment. Inspect and r r
Be Excavated; 169,88 cy, _ , , - , Pro ect Total ~ ~ " ~ _ mubh iroquemly. Raerlllite the blbwirtg Apr. with 50 blase nitrogen. Malntenanrs VICINITY MAP N.T.S
90' ~ _ -5 7,54 _5 Elevation - 0 , ' -2,88 _z,88 Re!?niliz?iI grovAh is nos lupyadegTrole. Resesd"refafilize a~dm:Ecit im• Rekrb Apperdix8.02forbotencel names, I mediat?ly toKowitrgerosi0n of olherdamRge,
Q,P i' ~ X12 I I I v / i ,
Mmi ~ - mum 37 Setback , _ 4 I , 3
/ \ ~ • From Federally Riaarian Corridor \ ~ A I Table6.11p ?R1VE STEEL POSTTS ]S" INTO GRDUND ATTACH WIRE FENCE TC PDSTS AND SaedingNo.tCPtor:Weg•to SeedingmStture
Maintained Channel ~ ~ ~ ~ ~ - AHD EXCAVATE A 6"% 6" TRENCH UPHILL EXTEND THE B01TOM OF THE FENCE (i" POOnyDrainedSollawith Sp?eMd Reupbha?) ' A(rONG 1HE LINE OF POSTS, W00? POSTS INTO THC EXCAVATEG TFEHCH, GoodMOlatureRetantbn, TaOteaWe 80
r Mooring V ' V ~ ~ ' ~ Pilings, , 44 IN ?IANETER MAY BE USE?, Low Melntenance Pensacola Bahiagrasa 50 Sericea kapedeza 30
\ \ 6 , \ ~ ~ ~ \ ~ Estimated Amount of Material 7e NOTE: Piers Shown In t Kobe kspedeu 10
/ j _ ._3 Be Excavated; 169.88 c.y. Per endicular An nment ~ ; ' ~ \ _ - Pra~eat natal P 9 ~ ~ _ nAx. 10' Seeding notes
With Banks Channel ~ ~ 23' ~ \ v`~y" CROSS SECTION B-B BETWEEN t. From Sept 1 • Mar,1, use unscarKied sericea seed.
~ Rrpanan Corridor , \ \ Approxl ate Boundary e PIER CROSS -SECTION Posts 2.On poaly drairtttTd akasomk ,arises and increase Kobe b 3016raae. 3. Where a neat eppeerorice b desired, omit seises and increase Kobe
~ ' ~ ~ ' ~ \ A.\ Of Excav ion Dred in ~ e / 9 9 ~ \ TYPICAL ALL PIER SECTIONS b40Nacre. ABOVE MHW LINE ,
~ , , ~ I Area. Im ct Area 1 _ ~ \ s\ 2 Not to Scale~~,`,•,. 6" Nuraeplanta 6° Betan?n Apr.15 ant Aug.15, add tO blase German ml0et or 15 bluxe
~ ' ~ ~ 30 ~ ~ V'o (EP 3, STEP 4. Sudergran. Prior to May 1 or eheT Aug.15, add 25 bVeae rye (grain). %iTACH THE fILTER FABRIC TO THE WIPE BA~C rTf. THE TRENCH AtUI COMPACT
' 1)' FENCE AND EXTEND THE BOTTOM Of THE THESOIL FIAN~_Y TO AHCHDP, THE FABRIC 6" INTO THE TRENCH BOTTOM Of THE SILT FENCE SO TH0.T Seedingdatea RUIIOfF IS FDP,CED TO GO THROUGH THE sea PatbN
~ ~ 20 ~ \ /?,tooring ~ 4 Q ~ \ Nilinge V \ _ - 2°XB" P.T. FENCE AND CAHNJT GO UNDER IT. E„lyepring; Feb. 15•Mar.2D Feb. 15•Apr.30
_ ~ ~ 00P ~ \ \ n Stringers ®2' o.c. 2"x8" P.T. Decking ~ ~ ~ _ n FeA: Sept t • Sept 30 Sept t -ad.3t .~,f I~
iii ~ \ ~ p V ~n 12 \ ~ 6 \ ~ \ \ V'\ / \ ~ ~ ' 25 „ + ~ { , , Soil emendmema
~ ~ \ \L ~ \ i t~, 5/8 GOIv. a i r, ; ApplyimeaMtertilizeraaordin tosdlteats,or Bolts Thru 2x8 P.T. Joists , g eppy3,000.5,o00b/aae
- ~ ~ \ ~ ~ 9 \ 1 . . vv ~ ~ vv ~ '<v r ~T . a gmundagriculbrallunestone(usethebwerrateonurdyaoils)and1,000 I. " blase ta1D•tOieNl¢er.
„ Mulch
~ r \ \ ~ \ \ 0 ° °p'Q -7 ~ ti '6 o Q 8 -12 dlo. ~ , ~..1"~ Apply 4,000 blase groin strew or equivalent Dover of arother alutabk P.T. Pllings Mina 3,0• '~~ECTION mubh.AndtorMrow vrdhu ek n orrovi or ai bYtecknq Ph admg, nB by mP
\ \ \ \ \ ~ t0 ~t ABTF B~n~ o+ +i 1 te• +abric oust Ee ing with a mubh anchoring bat A disk Ntltl blade set nasty ttrepM pn xEICH•:-T of+cec;ntrenthandsecuredep beueedoemubhutchori tool.
- 6 \ . \ \ ~ Q 0 BULKHEAD \ Deeded common Ar To ~ 2 ~ pQ NA%, i STEEL POSTS either Dacbfillina al th Soil ~ 3, aatenzl and taming or by plann WIRE FENCE (HOG WIRE" Washes stone to a neigh( o+ 6" Melntanana
DETAIL ~ ~ ~ 'homeowners Associa n ~ ~ ~ % ~ ' ~ 2" x10" -~j ~ A~~^e ~ ~ t~ ~ Not to Scale Wou ca g\ ~ ~ ~ Pro osed Bulkhead YIN. ! \ above ground level. ~ ~ ~~`FIITER FABAIC AgroxMtislesethantulyedequme,releralluint#aaeoondyear,accod•
AO'/ Top Waler P ~ , _ , ~,~g Ae„ \ A ~ p irtg b Bail teeb or bpdnaa with 500 INaae 1a1a10 tertil¢er. Mow ea i r--BOTTOP OF WIRE FERCC ANG needed when eericee b omitted from the mature. Reseed, fertllae, and / ~ FILTER FABAIC dCRIEG
v ~ v,`~ 10' ~ ~ ~ ' _ w 6" IN ExcavATEe rRENGH. mubadamagedaratimmediatey. v - _ - _ _ _ _ _ - _ _ INTC GROUN
x 5 _ _ . _ - - _ ` +-s*EEL P?sT nAluErv lE" Refer Appenda802tarbotanicaln I t b - - - - - _ - - - - - - - - - - - _ - - - - - amen.
oe G, X177.5' , ~ i ~ ~ ~ ~ ~ ~ \ - - - - - - _ _ - - - - r - - - - - - - - - - - - Sl l i f[NCG
- A ; ~ ~ ~v~ ~ r S a Mid. Hei ht Waler o 3 ~ ~ \ - _ _ \ ~ y " , ~ ~
\ v: , ~ \ 0 o Interlocked B ~ ~ A~, \ ~0„ ~ I
d un er Lower Limits of Coastal ~ \ \ F r ~ ~ 0 100 Offset )ffSet _ - _ _ _ . - _ . - - _ = ~ _ - _ _ _ _ _ Min. 8' CROSS SECTION C-C _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ : ~ PIER CROSS -SECTION
Ve station ~ \ ~ Dredge span ~ < From MHW Line o Bottom Waler a g /Water Line - , \ F 0 0 \ \ ' ~ i ~pArea ce i \ ~v ~ MHW Llne _ _ _ _ - - - - - - _ TYPICAL ALL PIER SECTIONS
\ ~ 1 ~ , 4Q Proposed ~ ~ ~ _ _ _ BELOW MHW LINE - _ - _ - - - _
G ad L ne I \ . 0 , ~ ~ ~ House \ ~ E a on Va re _ - - , ~ ~ - - - - - - - - - - - Not to Scale
I I I I I I I I I I I I I I I I I I I I I -2 ~ V ~ ~ v v ~ _ _ _ _ - - _ - - -
I I La III I I I I I I I I I I I I I I - ~ ~ C I R ~ ~ ~o ~ i' . ~ 6 I I alelrs I I I I I I I I I I I I V I I I ~ ~ \ ~ , ~ • 5 S ^ , 6 _ _ _
I i in. 2' I i I I I I I I I I I I I I I I ~~t~P. r~~,,~r,~±;~n CAMA ivIHW Llne ~ \ \ ~ ~ ~ ~ . ~ ~ ~ q,.oA~. ~ - - - - - 8 S _ - - - -
1I I I I i l \ i `0 I I( I I i l l l l I I ~ y ~ v
I I 1 1 1 1 1 1 1 1 1 I I ~ v40 ~0 I I I I 1 1 1 1 1 1 r / C"g ~ ~ \ .5 ~ ~ ~ ~ \ ~ i ~i~ ~ v v ' 15,5 _ - - i 0~ I I I I I I I I I I I I I I I i l l l l l \ ~ ~ pH \ ~ ~_~o - _ - 2„x8"P.T. ~ ~ ~ ~ - ~ ~ ~ ~ ~ - ~ - Stringers ~ 2' o.c. 2"x8" P.T. Decking
L/L/-/ ~ivLi~iLiLiLil ~ivLiLi~i iLil Upper LI~r11ts of ~ , ; ~ ~ ` \ ~ "10 '~`V' ~Qy
I I I I I„, _ Coastal i~egetatlon , , ~ Dredge Spoil , ~ ~ \ , ~ ~ - - , ~ 5/8" Galy, \ A Bolts Thru 2"x8" P.T. Joists
I I I I I - - \ ~ ~ Deposition ~ \ \ T r0 ~ \ i ~ ~ I ! ' ~ Area ~ ~4 ~ ~ a do 6 ,tip , x Drivew c~, . ~ D~ ~TYP•)
Note: U land Side Of 2" Nominal Minimum PT ' qq rr.posed \ / ` ~ ~ ~FO','b'~ ' 'o % - _ i ° i 18 ~ ~ , i 18 \ ~ ` ~ ~ , 3.0' above MHWL
Bulkhead Must Be Wood Or Vinyl Sheeting Bulkhead To Tle Int0 ~ ~ '~4o Haase ~ ~ ',`~F 'PoPO~ ~i i Constructed With A " > \ ~ a AO S 1 ' ~ hl ~ i , ~ ~ CONSTRUCTION ENTRANCE DETAIL , ~
Penetrable Fiter S Ua Existing Bulkhead On ~ \ ` ~ i~ ys 0 ~ ~ ~ q re Timber Plle ~ ~ i ` ~`x 9 ~P Drivew Fabric Adjacent Property 31.1 ,-r , \ \ ~ ~ ~e~~ ~ ~ ~ 5.5 5.5 ~ ~ ' Sid,
\ ~ ~ ~ , i 18 _ _ ~ _ _ ~ ~ MHWL
~ r 15.5 1i J s9 '!y _ ~ - Proposed ~ ~ ,off ~ ,
` ' 9r NA ~ ~ ' 15.5 Houe 15.5 House ~ Q,d~` ~,m Approx. 2.5 3.0
PROPERTY LIN 30' setback ` \ `4 ~o~c 35 `~;SQ , _ _ _ _ _ E ~ M APProx_MLWL- --_40 1D 20 \
From MHW Line 5' ~ ~ % 17 ~ - ~ \ ~ \ 15.5 i / , ~ ~ h 10 i Driveway 30 ----g ~ T a- 30 ~ ~ ~ 8"-12" die.
Course Beanng Distance ~ ~ - \ ~ ~ , AEC Lin ~ ~ 15 ~ ~ h ~ ~ J o ~ ` fi'min ~ P.T. Pllings ~j Septic
° ~ e \ ~ 15 ~j L21 N 53 45 14 E 32.65 ~ ~~s ~ \ ~ ~ 1~ ~ r ; , 15.5 (75 Offset From MHW Llne ~ ~ 30 ~ ~ 3 30 ~ za• ,ti - rea ~ coereeegeregUe ~~o Repair ~ ?
L22 ° ~ ~ ~ \ 0 2 N 67 10 32 E 32.07 12 ~ ~ ~ \ ~ Driveway ~ 6 ~ ~ Area 9 ~
Driveway - . L23 N 70°38'26" E 41.42' ~ ~L ~ ~ 0~ ~ Pro ed ~ , i d ~ ~ - _ ~ ~ ~ 0' Septic Setb - - - - - - - -
L24 N 45°27 ~ ~ ~oo, ,o o,~' , 15.5 30 E 32.52 100 Offset ~ y ~ h ~ ~ ~ ~ , (Typ. All P/L) _ _ - - - - - i ~ ~ - - _ -
L25 N 87°41'38" •~s~~ ~ Driveway l E 25.30 From MHW Llne ~ , i `~20 ~ l) - -
L26 N 65 37 38 E 12.88 ~ - ~ ~ ~ septic \ ~o - _ _ -
MHW LI~JE ~ ~ ~ , \ ~ ~ ~ Areo . epic ~ _ - - ~ AreG~ > , ~ ,0~ IS ~ _ _ _ _ _
50' Construction ~ ~ ~ ~ Drivew Entrance _ °y roposed ^9
• ~ ~i, - ~ , i House ~ ~ Course ~ ~ ~ 0 ~r Bearing Dls.,,nce l~r i/ ~ ' ~ - - _ _ _ _ - Min. 8'
404 ~I N E TAB ~E ° ~ ~ , Dnveway ~ ~ ~ ~ L27 S 59 13 15 W 1 E .06 p ~ - Re air ~ - - - - - - - - - ~ , . Area ~ ~ ,
CAMA A 5 ~ , ° ~ •S _ -
WETLANDS L3 S 76 2831 W 19,3 8 4 ° ~ , ~ ~ ~ 0 ~ ~ ~ ~ V ~ 'J Va ~ 1v - _ _ _ - - -
Course Bearing Distance L4 N 49 54 49 W 1 ~9' i ~ ~ ° S ~ S Q _ _ _ _ _ -
° ~ ~ L5 N 19 ° 23' 18" W A , Driveway ~ S ~ ~ ~ ~ L1 S 55 39 58 W 19.90 28.37 ~ ,0 S ~ . se tic ~ ° i i i i , Proposed ~ • ~ , ~ p ~ - ~ -
L2 S 74 34 37 W 7.45' L6 N 85° 02' 12" W 11. i 0' , ~ House ~ ~A~. ' ~ Area ~ ~ o ~ ' -~c~ _ ~ _ - -
L7 S 64 03 26 W 41.11 ~ ~ Repair ~ L14 S 65 39 28 W 37.42 , Repair ,<v ~ ~ gyp" - _ - - - - ~ ~ S - - - - ~ - -Area . U i \ / - - ~ - ~ - - ~ - - ~ - - - - -
_ I R c n~°~~~z~~~ ~z~ ~ ~ ~ ~ ~ 'Area. .U
L ~ 5 bi;S° .I I JU W SZ.47 ~ ~ T~°~~ ~ ; r~' ~ • ~ ~ oh ~ ~ Q, ~
L9 S 19 50 39 E 26.98 ~ N 6 ~ ~ ~ ~ C L16 S 54 39 33 W 58.82 ° ~ ~ ~ ~ ~ ,'b ~ ~ ~0 i ~ S ,
S 5 2~ 40 ~ 1;x.34 ~ G ~o ~ p~ L17 S 86 12 50 W 23.74 L11 a ' ~ ? ~ ~ V~ ~ c' ~ ~ h h 0~ ~ , ' , h h 8+
L20 N 25 00 57 W 68.32 ~ ~ ~ ~ septic ~ ~ i ~ L12 S 49°36'47" W Z? ZO' ~ S Area ~ i ~ ~ 6 ,
o ~ ~ ~ L28 S 38 10 00 E 23.93' L"'~ 3 S S9° ~'r' S' ~L ~ Re air i ' 36 ~0 UJ 3~.~~ p , S S, .S Q ~ 3 ~ i
~ ~ Area . ~ Q ~ i F i S+ ~ S Q, ~ P CROSS SECTION D-D
~ ~ , \ ' ~ i ~ Q 9 h , IER CROSS SECTION 'Q .S ~
LOCATION OF LOCATION OF ~ ` SPOIL SPOIL ' ~ ~ ~ ~ ~0 ~ O~ ~ ~ ~ ~ TYPICAL ALL PIER FINGER ~ ~ tk F ~ SECTIONS
OFFLOADING OFFLOADING ~ ~ ~ S ~ 0' ~
AREA AREA ` ~ ,h 5 S i ~ Not to Scale 5 8+ ~ ~ , , i
~S S s'
erwseaur~r~~ 8 ~ S • 0 2-, p p, U' +
$ 10 0 .0 0' z xa P.T. i ' Q 9~ 4~ Q ~ Stringers ®2' o.c, 2"x6" P.T. Decking
/ss ~ 0~ S J A~ ~ u ~
a~ J 1448 2449 ~ ~ i(~ ~ C, 5/8 Galy, +
~i O 'i 'sa 9 ~ ~ NOTE. Pier Cross ~~ections Bolts Thru 2"x8" P.T. Joists i GJ ~ 0 i (Typ.) Approx 1'-2'
0495 3 ~ ~ ow T ical Cons ruction Of S ~ ~ Yp
S NOTE: RIPARIAN CORRIDORS ARE DEEDED S 5 PROPERTY LINES (NOT EASEMENTS. 3 , 452 ) 0 3;0, ~ h ~v o s o Entire Pier ie. No Covered MHWL
~ S 2~~ i
NOTE: SEPTIC AND PEAT REPAIR AREAS SUBJECT TO PENDER COUNTY HEALTH DEPARTMENT APPROVAL. S o P ~ Structures Boat L~'fts etc.. rox. z.5'-3.G' ~ 0 0, ~ ~p
6 a M1 Q { ~ ' Q `4 h ~ A r ~ Q~ S GJ i 'Y_ PP ox.MLWL
o tg~~ 1 e i ' ~ i
64 6 ? ~ ~ ~ i i -
MINIMUM MINIMUM MINIMUM ~ ~ 8"-t2" dia. M ~ ~ ~ ~ P.T. Pilings
0 60 2 DISTRICT SETBACK FRONT SETBACK REAR SETBACK SIDE e~ • .c SIDE , _
Note: Spoil will be off-loaded at the area shown R-1 OCEANFRONT 7.5' 5' 'S ~ ' 0 , 00 0~ ~
and placed on a plastic liner and covered with _ ' h '
pplastic temporarily until transported to the Stanwick Shorea site. Silt fencin will be installe g d 1 3 OF LOT DEPTH
to revent sedimentation to Banks Channel. R-2 SOUNDFRONT 7~5~ 5' TO 33 ~ NOTE: There Will Be No Fill In - - - - - - ~ _ - _ - _ i _ _ - _ _ 404 Wetlands = _ - - _
~ -
R-4 NO WATERFRONT 20' 15' 5' ' ~ - - - - _ - oQ ~ _
b~ 0 - _
Total Area In AEC: _ _ - _ - - _ - Min; s' ~ oQ !y 14,080 s.f. ~ ~ - -
CROSS SECTION G-G PIER CROSS -SECTION - - - -
' Im ervious Area In AEC: - - - - - - ~ 1, 41 s.f. - - _ - -
Not to Scale
Percent Impervious: - - - _ _ _ _ _
Septic System Setbacks ;S 11 ~ ~ - - ' ~ - - - ~ - _ _
Mooring 10' - _ - ~e` ~ - ~o -
Pro ert Lines Pilings Construction Sequence - -
Buildin s 1. A temporary gravel construction entrance a minimum of 50' long will be established.
LEGEND ~ 2. Silt fencing will be installed.
MHW 100'
3. Establish vegetation in designated areas per seeding specifications.
Bulkhead 4. The paved road will be constructed.
Stair F Property Line - - _
5. The bulkhead will be constructed.
L Lot Line - - 6. Dredging will be performed and dre e s oils will be laced behind the bulkhead.
Fin _ I_
PI !i- E Buildin Setback - - - - - - - - - - ~ „ _ ~ ~ ~",°a g 7. The peer will be constructed. ~ ~ ; --n .a ._Y ~ . P"' . ° - eM ~ .nor
- i'^ - ` ~ ~ Sitt fencing well be removed after the road is built and permanent vegetation has been Q .
~ ` septic setback - - - - - - - - - - established in designated areas. 0 ~ ~ t-r SF ~,t
I~~- ~ - 4 9. Silt fencin will be installed rior to - ~
i ~ 1 g p construction on individual lots On a lot b lot ~ ~ ~ ~ y a Silt Fence ~ L basl5 .
MHWL - - - - _ - - - - - - CAMA r,~ `'++~ft~~ rr,~~~_31
"2` ~ ~ 0~ 404 Line 10. Sitt fencin will be removed after coin letion of construction on individual lots On a . ~r'~~~""~,•"•~ ~ P ~ +xr ~ ~ti , tot by lot basis . ~'~s~Fr.,,:,;~•
NMLWL - - F Flow Direction
MHWL 11. Erosion control measures other than those shown on the plan will be installed should
-2' ro ~ ~ P perty Line ~ the need arise.
0 15 30 60 i Spoil Deposition Area ~ ~
Existing Elevation L - - - - - - TOTAL PROPERY AREA = 1.58 ACRES 68 605 S.F.
_3. ) IMPORTANT; BY NC LAW, GROUND COVER MUST BE ESTABLISHED TOTAL DRAINAGE AREA = 1.58 ACRES (68,605 S.F.
WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS (WHICHEVER lS -
E Note: Total Pier Length=198' Boat 51i r > PROJECT AREA - 1.58 ACRES (68,605 S.F.) p ~ SHORTER) FOR EACH GROUND DISTURBANCE. DISTURBED AREA - 1.35 ACRES (58,806 S.F.)
_8~ _5~ _4~
MAXIMUM IMPERVIOUS SURFACE = 17,151.25 S.F. 25~ ( )
C • ~ ormw er i e inn e in o an
i ure. ro ec . i e. ' nwi or s
ri - o n o nr 0 o an n
J L 2 9 2004 ci n
. .
evasion a e. a e. - ~ ca e. - rawn r
o ec

CROSS SECTION A-A CROSS SECTION E-E
ROAD CROSS -SECTION Dredge Spoil CROSS -SECTION Ta4te 4,tf)a Tabfa 6,100
Not to Scale Not to Scale Area Elevated By Grading Elevated BY TamporatyS;3edlrrg Seedingmixture TampgrdrySeedfng Saedingmixlura oradmg RecpmnrstrdationsforLata 6l+eetee Rare(ibracto) RecammendadansfarFeR Spaoas Raa{ibratre}
Winter and Early Spring Rys(grsirr) 120 Ryc Igral) i2C
Filter Fabric R/W EOP ROAD C/L Anntret laspadeza, (Kotte ks Piedmont and Cassia! Rain,
EL=7,00' EL=7.00' EL=7.21' R/W Approx. Limit of Spoif it iCproeninMtnr;aains) 50 SttadingdaG#s
Bulk ead Depsosition Area , t]mit annua€ leapedaxa vrtlen d utriione! amporeryoa+a is rat taextand MouMaina-•Aug, t5 • ESoG 15 i btyrond June Coastal Plain and Piedmarlt-Aug. 1 S • Doe 30
Sead(rrg datae Sall amsndmente
Pavement Surface ,Elevation = 4' Elevation = 5' t Follow WON ~oa~sar apply2,000Ihracreground agripuhural limgstoneWad Atourteins--AEova 2500 h: Fah..5 • May 15
Existing Grade -F--Slope = .25" per foot Slope = .25" per foot-> Existing Grade E E - - - - Babw 1500 h' faG, t • Mey 1 i,OD0lh+aae t0•iD•1Dfediii;or. E AiQdmont-Jsn. # -#a!I 1 ~1utCh
Coastal Plain-Dec. t • Apr. t 5 q Apply 4,040 ~racre strax. Arghor stow by aCking wix, aaphat, rWdrrp,
E 5 2.0.. ~ ~ ~ ~ \ Sol I am@ndmenta or a m ulrh anchoring 1a01, A dirk wNti brads act rrsarly atraigM cm ba ~ i ~ ~ F'cdlawreoaaatoltdWrioncofsdnoatsorWpply2,GGGIGW~vsgrowbdagricld• usedasart:ukhanchairtgt~ot )
I~in. 2' ~ ~ ~ ~ ~ ~ ~ ~ . ~ 011 a 081 lOn Area ~ ~ ~ ~ ~ ~ ~ ~ ~ 8" ABC Base Pervious T !oral hmesrone and i3G IblaCre 10.10.10 tenilize>. M9lntelmrroe
Asphalt Gross per ~ ~ ~ ~ ' 10' Specifications Approx. 28.67 MpICh !Repair Wed rvhRNiH damaged aroec hnmedicteFrr. Topdreas with 50
- Apply d,044 Tolacre sitaw. ArlthoT ataaw by lackirq wJh aspha0, nosing, IWaoro of ritrogan b t~Yrdl. M A h nacesaory to eyt>nd temporary savor or a mLJch aslchorirrg roa1, A disk with bNadaW se: needy straigat can ha boynrro Junta 15, overeead with 601bhcre Kaba (PledmaM and Cpaatst
Silt Fence Existing 2' Estimated Topography plain) of Korean (Alourxains) lacpedeza M lane Fwr~ary Or early Meath. o#ed used as a mlrkfi anchoring gaol.
Maximum Area= ~ Area= o, . Meimener~ y Reie.•Glixeli g rowth rs no! fukyadetlwte, Reseed, refaRrlgc and mulch im•
404 Wetlands Elevation = 0' 560 c,y. CROSS SECTION H-H Line midialply biiowinp erotioaaf other damage. Tebl@ 6.tty
EXCAVATION CROSS -SECTION _ SEleding No. 7CP for. Seeding Mixture REDO Grass-lined Channels• at Rea Ibhaa ERS , sPaae f ? ~ AVF,
Not to Scale NOTE: Spoil Depositor Area Shall Coastal Plain, Lower Common Bermudagrae 40.90 (1.2 Ni,000 ftz)
A roximate Ede Be Sloped Towards Bulkhead To PP 9 Maintain Sheet Flow Table 4.104 PledmoM, and Dry Soils In
0. Federally Existing Pier Line 7em rn 5eedln Se4dln tn4lture the Central Piedmont Seeding dffioa Y ~ ~ ~ ~ Coastal Plain: Ju _U 1{ecammendalEonaior Spaehe Rea{~auo} N , , , , , ,
Approx. Limit of Maintained Channel Summer GormanmlNet 40 Pbdmad: Apr. 15•June30 3 M the Pfadmad and Mtwntains. a smelbsamm@d 5trdangrass may ba ~ .
Excavation ~ ~ a ~ d ~ Soil amendmetna m
Existin Pier Line I Approx. Limit of 9 ~ - Apply Nina end fangizar exadillg to rdl aeb, or aPPN 3,000 Ib/acre St#adinp tlatea ground agriahurel Nnwatone and 500 R/acre 10.10.101anilizer.
F Excavation F \ ~ CROSS SECTION F-F ~ ~ EXCAVATION CROSS -SECTION Mtnaliaina-May 15 • Atq, iS
Elevation = 0' -2.56 -5 _ 1t -9 Not to Scale Piedmom-•hlay 1 • Aug. I6 Mtdch CoaslatPEain-Apr. 15-Aug. #6 llse jua, exalabr marling, a otMr of active channel lining material a
I I / oowrthebottom of chennelsandddches. The Nnilp should azand ebaa
I` -3 -4 -6 -7 -61 50' I I I / Sall Rnrend~rantB me highest cabulalad depth a lbw. On dwrrnal aide abpn above foie S . ANDERSON BLVD Faibwrocomm@redo!ions0'fcoiEtestEOtappiy2,4DGlblaOrogroundDgtiCUa hepht, and In dninegn not raqufrinq amponry IininpW, appy 4,000
-8 tlltni Elmeatoae artd T50 Naaa #o•t0• t4 lenilizer. Nacre grain strew and anctwr elraw by staplirp nariFlg over the ap. (H I g h W dy 50
' -7 MUICh Mubh and anchornnq meariab moat nct be albwed ro wash down abpes wfwre they rare clog dreiruge devices.
~ / , ' Approx. Lin Riparian Corridor , ~ _ Existing Pier Line Excavati _ _ 6 Approx. Limit of Approx. Limit of AppFjd,4004taaastrEiw.Anchorsuawitytacxingwdhasphcb,naffing, Excavation ar a mdeh tnchoring rod. A disk with btarMs sa; nearly straight sore ha
Q' / ~ , ' ; Excavation Estimated Amount of Material To ~ ~ , - - F used as a mubh ergfloring tap!, A minimum of 3 wash b required tar eKebNshmaM. looped and repair F mubhiroquamy. RNarNfza IM fo0owing Apr. wbh 50 Nacre ndrogen.
G Be Excavated: 169.88 c.y. ~ - ~(rl~lano~ VICINITY MAP N.T.S
Pro'ect Total / , ; _ 7 ~ _5 Elevation - 0' _2 68 so~ ~ - 5 -2.86 RtdeNilizo i1 grovAh lcnor tullyadaquate. Reseed, raia.•llixa a.~d m:dcrl im• LReferto Appcndix8.021or boraniainames. I madately rpllpwing arosipn a aihar damage,
~ ~ 1z - t I I P ~ ~ - Q~ ~ -7 -6 I -4.5 -4 -3
/ , / 20 y' Minimum 37 Setback ~ ,~i ~ ~ __-4 I I I I Tebl@6.11p
/ ' ' From Federally R;pa~;an corridor ~ v , Seeding No.1CP for: WeIM to Seeding mbtture - Da1VE STEEL POSTjS lit" INTO GROUND ATTACH WIRE FENCE TC POCTG AND pppM Dreln@dSoII9Wilh Spedest Rao If>laaa AND EXCAVATE A 6"% 6" TRENCH UPHILL EXTEND THE BOTTOM OF 1HE FENCE Y ( )
Malntalned Channel / ~ \ - _ AkONG THE LINE OF ('0515. WOOD P0GT5 IN70 THE EXCAVATED TAENCH~ GOOdMOIatUf@R@t@ntfon~ Tallfesae 90 ~ J 4 IN DIAHETER MAY BE USED LOW MalntenanC@ Penaacda Bahiagresa 50
~ ~ ~ \ Moorin ~ ' ' -L - \ ~ ~ / g\~` \ ~ ~ ,i P1linge. \ ~ - ~ 6, Seriaekapedett 30 Nabs hapadaza 10
/ ~ ~ Estimated Amount of Material To
NOTE. Plers Shown In ~ ~ ~ Be Excavated. + - 169.88 c. . -3 / Y - ~ MAX, lo' Seedinpnotea
Per endicular Ali nment / - , ~ ~ \ _ _ (Protect Total) With Banks Channel ~ : ~ ,~`23' ~ - CROSS SECTION B-B BETWEEN t. From Septt-Mar. 1, useunscadliedsericeaseed. PIER CROSS -SECTION Posrs 2.t)npoaydrainedshesortataericeaarNlinaeaseKdteto30lWaae. 3. When a neat appearanu is desired, Dint! saviors end increase Kobe
/ Ri arian r / ~ ~ . ~ \ r p Comdo App oxl ate Boundary a TYPICAL ALL PIER SECTIONS m4oN.cre.
/ , ~ ~ " ~ , \ A~\ Of Excav ion/Dredging ABOVE MHW LINE : , k, _ Nurse IaMa
/ ~ I v Area. Im Ar 1 , \ ~ ct ea ~ , ~ ~ A tiV -2 ~1~ \ o Not t0 $COIe C Between Apr.15 and Aug.15, add 10 Nana Garman mNlet or 15 Nacre 6" i; TEP i. STEP 4. Sudarlgraaa. Prbrto May t or char Auq.15, add 26 Nacre rya (grain).
~ \ A.. TACH THE FILTER FABRIC TO THE WIRE HACKFII THE TRENCH Aral COMPACT 6, FENCF AND EXTEND THE 80TTOM OF THE THE SOIL FIRMLY TO ANCrgR THE
' ' ' ~ ~ ~ ~ 30 \t~ A _ / / _ F ABAIC 5' INTO TXE TRENCH, BOTTOM OF THE 51 L1 FENCE 50 iNAT $eeding dales RUNOfF IS FORCED TO GD THROWN THE Saar PagbM FENCE AND GNNOT GO VNDER IT,
~ ~ ~ ~ ~20 \ I~ocring ~ 4 / Q , _ _ _ i 2"x8" P.T. ~ Eedy apdrrq: Feb. 15 • Mar. 20 Fab. 15 • Apr. 30
/ \ ~Iirge \ P4 \ \ ' - 'V ~ \ ~ 0° A V 6 S#ringers ®2' o.c. 2"z6" P.T. Decking J ? Fall: Sept 1 • Sept 30 seq. t • txt at I r N ,x
~ / o ~ 12 \ \ ~6 v / A \ l~ ' Soli emandmenta 5/8" GOIv. .1" ~ ApplyNmeandteltilizeraocordingtoaoiltests,orappy3,000.5,OO0Naae
v A, v X25 ~ v \ v ~ ~ ~1 ° Bolts Thru 2"x8" P.T. Joists ~ 1'' ` groundagriculturalNmearone(uaethebwerrateonaandysails)and1,000
(Typ.) Iblaere 10•t0.101enilizer.
\ ~ \ \ _g \ ~ \ 0 5e r~ Mulch 8"-12" din. a;~:1, , ~ „I;':. , Apply 4,000 Neae grain strew or aquivalem Dover al elwther suitable
o - \ \ v I \ 0 ~ ~Q P.T. Pilings Min. 3.0' ~ECTIOtI ,n. mubh. Andwratrewbytaddngwlthesphex,nehmg,orrovingabyaimp• NOTE ~ Bohm. of f f 1 te• fabric m,st be inq with a mulch erldlorirlg tool, A disk with blades sat nearly mapht Can
7 ti Le\ ~ooQt \ \ \ ~ Qt a~ xEIr,HT.T oleced ;n trance area secured by be used es a mubh arlChorinq idol. Ma`t. STEEL POSTS either Nctfillino with soil
-6 \ \ \ \ ~ 1 oQ BULKHEAD ~ Deeded Gammon To ! 2 ~ i` I material end taa°mq or by planr ~WIRC FENCE tHDG WIRE" cashed stone to a height of 6" Melntenanw NIN, , above ground level.
DETAIL \ '~omeownere Aaeocia n ~ ~j , ~ \ \ \FILTEF FABRIC pgrovnhbleatthanfulyadequate,refenilizeintheaecondyear,accord• ing to soil testa ortopdresa with 500 IWeae 10.10.10 ferNl¢er. Mow as
Not to Scale 2'~ x10" -5 A°a V ~ 1 ~ ~ ~ wau ca ,,,M1 , - . _ A, ~ A ~ \ ~ Proposed Bulkhead ~ -BDr1cM or w1AE FENCE ANn rwadadwhansarbaaiaomlDedfromthemocture.Reseed,feAilae,and k F„ 1:H F0.BFIC dUAlEO
Top Water p..u~~~ ~ Ae„ A 0,, rv Al ~ ~ \ ~ , ti\ L~ 10' " 'n ,Y suave, TA ncn, mubadamagadareesimmedieteiy. h'+~' • r'EE' aUSI DRIVEtI t°" 1 _ - _ _ _ _ _ _ _ _ - _ _ _ - - - - - - - - - . ~ ~ INTL GROUND R 1 Append 802a boron _ _ - _ _ `•~~w... earto ix . r ice names.
- - - _ - - - - _ - - - r_. - - - - - - - - - SlLI FENCE
\ ~ ~U 177,5 \ \ , ~ e„ ~ \ \ ` lid V , r ~
V A' ~~~Q ~ \ , ~ ~ S
a Mid. Hei ht Water ° ~ \ ~ ~ - , ~ ,(Q° ~ _ I
° ° Interlocked B ~ \ gyp, ~ ' ` ~ ~ ~0° 6 Fj, ~ ~ ~ ~ ~ ~ ~ x n ng y r - A F ~9, ti ~ ~ I, p 100 Offset
d Un er Lower Limits of Coastal ~ \ • c~ _ - f ~ ~ 0,, ~ti \ \ ~ Dredge SpoO ~ &< From MHW Lme 'ffSet - - _ - _ - - _ - Min.,. 8' CROSS SECTION C-C - - - - - - PIER CROSS -SECTION v!HW Line _ _ - - -
° ° Vegetation/Water Lme - ~ Depoeftion ! ` ~ ~ Bottom Water ° ~ \ \ ~ ' Area ~ P \ ' ~ \ ~ _ - _ - _ - _ _ _ - - - _ - _ _ - - - TYPICAL ALL PIER SECTIONS
° \ \ , ' ~ , 40 ropoeed ~ ~ ~ ! ~ Hausa \ \ \ ~ ~ - - LWMHWUN - - -
G ad ne EI va on Va ie \_~C y ~ ~ ~ - - - - o o cae
~ , ~ , ~ \ i ' \ ~ 1 1 1 1 1 1 1 I I I I I I I I I I I I 1 1 -2' i\ ~ ,p ^ ~ i
6 I I ILa I I I I I I I I I I I I I I I I I ~ 0 ~ ~ ~ ~ ~ 6 - _ _ _ _ _ ,
I I I R I I I I I I I I I I I I I I ' \ ~ ` S S ~ a ~ s I I I CAMA M:-iW Line 0 ~ \ ~ , ~ , , . ~ q ep , ~ , I I i n. 2' I I I I I I I I I I I I I I I I \ o` v 17 ^e ~`it, ~ S S - - - - _
1 1 1 1 1 1 1 1 I I I I I I I I I I l l I I ~ , C 0 X40 < ~e ~ _ _ _ _ 2"x8" P.T. _ _ - - ~ - ~ r e u „ I _ ~ _ Stringera~2'o.c. 2x8 P.T. Decking
I I I I I I l l l I I ~ .5 ~ ~ I I I I 1 1 1 1 1 1 ~ r i ~~i ~ ~
I I 1 I I \ ~ ~ \ 15.5 , I I I I 1 1 1 1 1 1 1 I I I I I + ~ ~ v ~ ~ L/L/_/ ~,l_iLit_,LiL,L,I ~i~iLiLi~i iLil Upper LICTII,S Of , ~ ' ~ \ ~ " 10 ~ ~Qr, „ 5/S Gaiv.
I I I 1 I ~ Coastal Ve etdtion 1 , ~ ,Dredgespau ~ ~ ; ~ 17~ ~ I _ _ g , ~ , ~ Deposition \ Ap ~ \ ~ ~ Bolts Thru 2"x6" P.T. Joists
~ ~ ~ \ 7• 6 Driveway ' ~ ~ Stn ~TYP•) °
2 Nominal Minimum PT ~ „ ~ ~ Propoeed ~ j \ ~ o ~ ~ e - - - ~ ~ , ~ ~ Note: Upland Side of Wood Or Vin I Sheetin Bulkhead To Tie !nto , ' ' ~4o Hovae ~ ~ '.~F ~Q ~ ~ ' h ~ ~ 8 ~ 3.0' above MHWL ~ ~X
Bulkhead Must Be Y 9 ~ y\ ~ 'ps a 'ap• S 10 ~ ' ~ ~ I CONSTRUCTION ENTRANCE DETAIL ~ ~
Constructed Wth A EXIStIn Bulkhead On ~ ~ ` ~ ~ ~^'~S ~ ~ i Penetrable Flter g y i ` Sti u x q^ fe , Driveway 5.5 \ 5.5 ~ ~ ' StQ~
Fabric Square Timber Ptle ,Qd'aeent Pro ertb' 31,1' ~ ' % \ ` ~ ~ e ,~1 , ,e _ ~ ~ MHWL 18 ~ /
/ ~ v ~ 9~ rr\ \ ~ 15,5 ~ ~ ~ ~ . y 1 ~ \ 10 Propos Proposed ~ ~ ~ ~ w Approx. 2.5'-3.0'
4 < ~ \ ~ , House 15.5 House ~ ~'~A Approx. MLWL
~ ~ \ \ , 9^~c'o~~ 35 Sq` ~ 15.5 PROPERTY LINE 3o setback ,7 4 ~ ~ - - - - - - _4 -_40 --t0 20 ` ~ r .
From MHW Lin 5' ~ ` ' ' ~ ' ,7 e ~ \ 15.5 ^ / ~ , ~ . ~ ~10 , Driveway 30 ` 0 ~
Course Bearm Distance ~ . ~ \ ~ 15 ~ he`s ° g AEC !_ir`e ~ k ~ ' V~~~ I ~ ~ B-inn ~ P.T. Pilings V,\~ p \ 2.3. ,tic _ I - Se tic - -
° ~ i i ~ t9 l5 ` 17i 15 ~ i r 15.5 L21 N 53 45 14 E 32.65 75' Offset Frain MHW Line ~ ~ ~ ` ~ ~ ~ 30 ~ ~ ~~0% Repair ~ 9
~ ) ~ ~ , L22 N ~ ~ ~ \ ~ Drivewa , ~ 6 17 67 10 32 E 32.07 y Dnvewa Arco , i
127 Si', ~ ~ A ~ r~, y , - N 0 .1 ~ ~ 1 Propoeed ` ~ L23 N 70°38'26" E 41.42' ~ o h 15.5 Hauee , ' / ~ ~ / ~ I i ~ ~ _,_i3_ ~ 0 Septlcsetb
° i i i i i ` A~ 10 ~ ~ ~ i ~yP.NIP/~ - - i ~ ~ ~
L24 N 45 27 30 E 32.52 100 Offset ~ °'~s ~ Drivew o i u i ~ 9^stN ~ y: ~ 1 `~20 ~ ~ - - - 1 0
L25 N 87 41 38 E 25.30 From MHW Llne ~ ~ , o ~ , ° ~ ~ ~ ~ ~ % Septic ~ ~a - - - i ,Septic ~ h I
L26 N 65 37 38 E 12.88 ~I ~ p;. ' - r MHW SINE ; : ~ Area` ~ Area` > ~ 11 - - - _ -
50' Construction ~ ' _ ' ~ Drivewa ~c3' , ~ tS 0 ~ 3 i ----u--------- - Min. B'
Entrance \ - ,y'~ _ y roposed ~9 `i, , House. ~ p I ~ ~w Course Beanng Dlstcr,c., ~ ~ , ~ ~ I
5 Repair _ _ _ _ . ~ Area ~ ~ • i - - - - - - - - - - _
4 0 4 ~ I N T °nVeWa E ABLE ° ' ~ ' y L27 S 59 13 1 ~ W 16.`~i6 ~ . SQ ~ , 5 ~ '0 i~ s, Q -
r~t,~~ I~I~TI ~I\If1C I ~ c ~F°~~~~1~~ tai 10 4'
v! 1 VI/ A Yv I L/11 VLJJ i-? r v°~v ~ vv O. ~~rl ~ ~ ~ ~
Course Beanng Distance L4 N 49 ~4 49 W 14.9 / i S ~ ' , ~ , ~ i ~ 7~~3~, ~ i~ Q - _ - - i
o i i i ° i ~ , , ~ ~ Q ~ Driveway ~ S~ ~ ~ ~ L5 N 19 23 ~ 8 W 28, '~7 ~ ~ S ~ .se tic L1 S 55 39 58 W 19.90 Proposed P > 8 7 0 ~ - - - -
~ L6 N 85°02'1" W 11.'0' C~, House ~Sl,• Area ~ L2 S 74 34 37 W 7.45 ~ 4 ~ Re air ~ ~ ~ G~ ~ ~ ~ , _ ,urC~ - -
L S 64°03'26 W 41.'~ 1 ~,~epa , L14 S 65 39 28 W 37.42 ~ ~ P ~ Vi / V 0 - - _ ^ - - - - - - -
a° J o ~ ~ L8 S 4 , 2.~ 3b W 21._ ~ ~ P, , ~ . L15 S 68 11 30 W 32.47 ° ~ F, 5 ~,c~ ~ ~ ~ C ~ •0 ~ . ~ p, . ~ i ~ , a
L9 S 19 ~0 ~9 E 2rJ.::B ~ ti 6 ~ ~ L16 S 54 3933 W 58.82 I ~n ~ ~ F• , 6 S ~ , ° , p~ t
_ , ~ ~ ~ 40 ~ G 80 Q' 0• S , ~ ~ hh S ~ ~ 9
L17 S 86°1250 W 23.74' ~ ~ ~ ~ V0 ~ ~ ~ ~ , h h L11 ~ 4e ~ ~ ~ ~ 19.L6' ~ ~ / 6' Se tic ~ ~ i ~ 6 ~ ~ ~
L20 N 25 00 57 W 68.32 L12 S 49 X5'47 W 22.10 'S ~ ~ ~ Area ~ i , 0 ~ ~ S o 0 F i 8° ~ ~ I68]~ CROSS SECTION D-D
L28 ~ ° ~ ~ ~ ~ ~ ~ Repair S 38 10 00 E 23.93 L13 S 80 ~G ~0 32.~.~ Area, i S 09, O' ~ ~ PIER CROSS -SECTION
~ ~ , 0 h ~ ~ ~ ~ ' ~ ; s i 1 NE ~ TYPICAL ALL PIER FINGER
LOCATION OF LOCATION OF ~ ~ i Q ~ , ~ p~~ SECTIONS , i ~
SPOIL SPOIL ` i OFFLOADING OFFLOADING ~ , Q' S , 0' , „a Not to Scale ° , 0 i
AREA AREA v , h 5 i 5 8 ti ,
~ ' ~ i ~S S S ~ ~ 6
r 0- ~ S ~ F , Qj s i 2"x8" P.T.
says cruaraE~ 8 I87) f 8 10 ~ ~ ~ , 0 Q' i Strin ers ®2' o.c. 2"x6" P.T. Decking 0 9 h J~ g ~
rs ~s 0 S ~ ° A,
2449 h~~ 1448 ~ ~ i 5 8" Galy. i F ~ ~
r~, ~ 'sa 9 . I i h ~ ~ NOTE : Pier Cross Sections Bolts Thru 2"x8" P.T. Joists A' ,Gj ~ 0 i ~TYP•) Approx 1 -2 'V
0495 3e ~ o I NOTE: RIPARIAN CORRIDORS ARE DEEDED 8 S ~ ~ ~ Show T ical Con~~truction Of s
S ~ PROPERTY LINES NOT EASEMENTS. `3 ~ ~0~ S • 0 , h ~ ~ MHwL o, s o Entire Pler le. Nc Covered
a52 ( ) ~ 1az S , 2\ 2~' ~ s Q rox.2.5'-3.0' Structures Boat L.Ifts etc.. ~p
NOTE: SEPTIC AND PEAT REPAIR AREAS SUBJECT TO ly PENDER COUNTY HEALTH DEPARTMENT APPROVAL. ly ~ 0'.09, 0, ~ .0 h ~ Approx,MLWL -
Q e~ ~ti , SQ
, / ,
l'~~ s 54 ~o ~ 7 ~ , i 8"-12" dia.
p ~ MINIMUM MINIMUM MINIMUM l~ , i P.T. Pilings i
y 0 bo a DISTRICT SETBACK FRONT SETBACK REAR SETBACK SIDE 0350 2 SIDE ~ , ~ SO ~ - _
~ ~ 0, _ i Q, 0' i -
Note: Spoil will be off-loaded at the area shown R-1 OCEANFRONT 7.5' 5' and Placed on a plastic liner and covered with h ,
plastic temporarily until transported to the 1 3 OF LOT DEPTH Stanwick Shores. site. Silt fencing will be installed 7,5~ ~ NOTE: There Will Be No Fill In - - - - - - -
R-2 SOUNDFRONT TO 33' S to revent sedimentation to Banks Channel ~ ~ 404 Wetlands _ _ - - - i
~ - - _ _
R-~~ NO WATERFROt°!? 20' 15' S~ Q ~ ~ 8° ~ - - o~ 0 0 ~
9~ M S- 0 ; Total Area In AEC:
I - ~n', - - _ - _ - - ~p 14,080 s.f. _ _ - - - _ - _ - - - -
CROSS SECTION G-G ~ Im ervious Area In AEC: _ _ - _ _ _ _ _ - _ _ _
PIER CROSS -SECTION ~ 1, 41 s.f. - - _ -
Not to Scale - _ ~
~ Percent Impervious. - _ _ _ - _ _ _ ~ _ . - = . - c ~ _ - c - 11~ - - - - _
Septic System Setbacks ,S - _ - - - -
10' O Construction Sequence , . - , - - , ~~r „ - " ~ _ , - : - - - - .
Mooring Pro ert Llnes
Pilin s 9 5~. Bulldln s 5~ 1. A temporary gravel construction entrance a minimum of 50' long will be established.
LEGEND 2. Silt fencin will be installed. g ~
MHW 100' 00
3. Establish vegetation in designated areas per seedin specifications. c:' g ~ 0
Bulkheod 4. The aved road will be constructed.
i Property one - - P M
Stair f 5. The bulkhead will be constructed. o Lot Line - -
6. Ored in will be erformed and dre e s oils will be laced behind the bulkhead. ~ 9 9 P 9 P P
i Fin - 1 a Building Setback - - - - - - - - - - 7. The pier will be constructed.
Ili Pi
-11 i 8. Silt fencing will be removed after the road is built and permanent vegetatiom has been .aa
-11 septic setback - - - - - - - - - - established in designated areas.
i~l_ 9. Silt fencing will be installed prior to construction on individual lots (On a Ict by lot
Silt Fence basis.
- 1 MHWL - - - - - - CAMA/ 10. Silt fencin will be removed after completion of construction on individual lots (On a
~2'- . ' 0' 404 Line lot by lot basis .
NMLWL - - 1 Flow Direction ~
MHWL 11. Erosion control measures other than those shown on the plan will be installed should the need arise.
-2` Property Line 0 15' 30' 60' Spoil Deposition Area i
Existing Elevation - _ _ _ _ _ _ _ _ TOTAL PROPERY AREA = 1.58 ACRES (68,605 S.F.)
-3' IMPORTANT: BY NC LAW, GROUND COVER MUST BE ESTABLiSF yD TOTAL DRAINAGE AREA = 1.58 ACRES 68,605 S.F. ( )
_ WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS (WHICHEVEZ IS PROJECT AREA = 1.58 ACRES 68 605 S.F. ( ~ )
1 Note: Total Pier Length=198' Boat 51ip r , = SHORTER FOR EACH GROUND DISTURBANCE. - DISTURBED AREA - 1.35 ACRES 58 806 S.F. ( ~ )
MAXIMUM IMPERVIOUS SURFACE = 17,151.25 S.F. (25~)
_7~ _6~ _5~ _4~
C . ~ rmw r i m n r o a n o ae e e
r ure: ro ec REC~I ~ ED e. nwi r
. r i n n r n~ n- 0 0 o a
JUL29204 i rn
BY:
. .
evasion a e: a e: _ ca e. - raven ro ec

CROSS SECTION A-A CROSS SECTION E-E ROAD CROSS -SECTION Dredge Spoil CROSS -SECTION
Not to Scale Not to Scale Area Elevated By Tattle B,1Ga t Elevated By Tin ra saadln Tabta6.10c
Grading Grading Pa ry g Sa@dingmattuta Tampol'arySeedlrtg 5@ettingmtxlure R@opmrnerEdat3onstbrLato Spaelea wa(1b,'aero} RtvDOFnmeadaTlansfarFall Bpaaka IW? breere
Filter Fabric R/W EOP ROAD C/L N1lntar and Ear{y Spring Rye (grain) 129 p } Amluaf wspedaea (Kobe is Rye (grain) 120
EL=7.00' EL=7.00' EL=7.21' R/W Approx. Limit of Spoil Piedmont and t,,oastal Alain, oil Nareb+InhemHltanst 59 S@@dingdet@a
~ ~ Bulkhead De sosition Area P Emit annuallespedeta when dWMiSnat SorapEaraly~var q rat toe%tend Mounfains--pup, t5 • Doc f 5
beyond Juno. Coastal Plain and Piedrnom-Aug. f S • Doc CO
Pavement; Surface Elevation = 4' _ Se@dirtg dates Solt amendments
Elevation - 5 Existing Grade Slope = .25" er foot Slope = .25" per foot-_~ Existing' Grade E ii 1daFrReins-Ahare 2500 k: F@b. t5 • May 15 Folbw soil 1CSRS or aPpIY 2,000 IbScre Around sgrcuhurnl Gmostonp anq
1 E Bebw25oOh:faA t • May t 1,000PoMacre 4a1a10fani5;ar. Piedmpnhlan.l- 9Aay 1 1 CoastalPlaaD-Dec 1 • Apr. i5 Hutch
~ I i i i i i i i ~I~ A I 1,0001bhcre strax. Anchor cove h I App Tacw wa aw +@, nrJ I V ~ ~ ~a P , ~q, ~ ~ ~ ~ f Sall atn@ndmarlt9 or a mulch anchoring Ipol, A dlEk wtltl Wades stl nearly stnfght can be
8" ABC Base Perv ous Vin, 2' ~ ~ ~ ~ ~ ~ ~ ~ ~ oil De osition Area . ~ ~ ~ ~ ~ ~ ~ ~ 1 ~ ~ ~ ~ ~ Fopowrecomm«tdalionaofsoiltwlsaapplya,pp9braae ounda rruE• usodasamukhuF~horisgraot
1 C' Asphalt Grass per I ~ ~ ~ ~ ~ ~ Specifications i Approx. 2e.sr tufal limestone and 15C IWacva 1aT0•to fenlLzeT. MaErd@nanco ~ T ~ Mp1Ch Repak aAd nlenLite damaged ana Nfanaditlel7. TopGen widl 60
lhraaa at nitrogen in Marsh N i1 b n?pttory 1a eldand Femporsry oovar Appy b,000 fihu? straw. AneltOi straw by tackiAg 1Mlh asplsaN, nailing, b?yon0 June 15, owro?ed with 60 Idytre KaC? iedrsom and Coosllu
Silt fence Existing 2' Estimated ~ or a mulch anchting tcFa1, A disk with W9d@a se: awarly suaigh! can ha ~ PtalnJ or Rousso (MourtedFFS) Inpedesa b lea FaiWUary of ?arly March.
Topography Maximum Area= noted used es s mulch anchoring Fool. m Area=
404 Wetlands Elevation = 0' 560 c.y. CROSS SECTION H-H Line i c.y. Malmenartoa , , , ; , ' Re(eatiGZell gravnh h oat futtyadetluate, Reseed, rafeadtae and mulch im•
EXCAVATION CROSS -SECTION m?dwdaijlaMovrirgaHasbaar luhetdamag~. Table 6.11v Seeding No.1CP for: Seeding Mixtun , , , , , , , ,
Not to Scale NOTE; Spoil Depositon Area 5hail ~~~R Gress•Iln@d Channels; Spacial Raa (Iblann) S AV
Approximate Edge Be Sloped Towards Bulkhead To CoastelPlaln, Lower CommonBermudaprw 40$0(1.21hy1,000h2) Piedmorn, and Dry Stills In ~ Tabta6.iOb
Maintain Sheet Flow 0~ Federally Existing Pier Lme 1;ampataty Saerllf~ Seeding tni><tura the Central Piedmorn Seeding da1@s Y , , ~ ~ . , . ~ . , . ,
Approx. Limit of Maint,~ined Channel tiecAmmandatltmslor Speehs Raa~lbrauoj CoesalPiain: Apr.•Juy I U SUmm@r t~manmilhl A4 PbdmoM: Apr. 16 •June30 , , .
Excavation 3 In the Piadmtxlt and fAlwtuadns, a smalhsamme4 5tkdangrass may tt? ~ ` ~ `
Approx. Limit of Existing Pier Line utb61i1utod eta rata o! 50lbracre. Still amendments Q
i' Excavation r I CROSS SECTION F-F Seadi dales Appy INne end fertpiaar aooordktp b soil teats, or appy 3,000 IWacra m ~ ground epdcuhurel NFMIlaM and ti0o Naas fa1a10fan01zar.
_ ~ ~ EXCAVATION CROSS -SECTION -z.5s Elevation - 0' v -5 MaunNFina--dtwf+ 15 • Aug, li Piodmonl-•Msy 1 • Aug.16 Mulch
I I ~ I -g Not to Scale CoastatPEa41-Apr. 16-Aug. t6 Uae jute, exalebr maalrFp, a otMr effrkaiw oharual HrIMFp material b
I _ / 3 -4 -8 -7 -B I 5D' f oovartho bottom otcfunn?IeenddhchPa. Tha Ynlrlp tllauldexard above 5pli amendmattkt the highest celadaded depth d lbw, on channel eld? elope above the S , ANDERSON BLVD
I I I \ -g ,I Fo4owtalromm?ndatfonsoftoiEtaslsorappty2,4oDbracregroundagricub height, aM In drainages not rarpFkhFp umponry yrlkpa, appy;,DOD larallimashxseand150lb+acrar0•iat0leatltrer, Necrograinst~wandancJrordrawbratapinpnaaklpaverth~bp, ~HlghWdy 50~
-7
/ Ri anon Corcidor ' ~ Approx. Lii p , Existing Pier Line MUiCh Mubh and auNdrornp maarfak mFat not he albwed b wah down elopes Approx. Limit of APDyl,40Dl~acrofafraw,AnchorstrawbytaGdAgwimasphall,rasing, wheretheyuncbpdreingedavfllw.
_-6 Approx. limit of Excavat P / Excavation a a medCh anchoring tool A disk with blades set nearly straight can ba MaiM@ used u @ mubh arallotirp Fool,
F Excavation Estimated Amount of Material To G , Be Excavated: 169.88 c.y. ~ - , F A minimum of 3 wwb h raquFd hx eG:aNishmera. Irtped and npeir mubh irequalny, RNenOf:e 1M bMtrFdnO Apr. wkh 60 Nacre nhragen. , ~ I N
Pro'ect Total ~ ~ " _ , 90' -5 7,54 _ Elevation - 0 / i ' % ~ - _ 5 -2.88 ~I"~° V ITY MAP N.T.S _2,BB R@!ut(gzeY prowltl It not lutyadegrnta. Retaed,rderls2aand mdchim tRefer a Appandlxa.02for boartbal rwmea.
P ~ 12 I I I I mediaaly toNoR4ngerosion or other damage,
Minimum 37 Setback ~ , _ __-4 , I 3
, ~ ~ , From Federally Riparian Corcidor \ , " I Tabk6.11p
Maintained Channel ~ ; ~ i \ DRIVE STILL POSj$ 1 "INTO GROUND ATTACH HIDE FENCE TC POSTS AND SeedlnpNO.1CPIor:Wetl•to Seedingmbdure I:NO E%CAVATE A 6"% 0~ TRENCH UPHILL EXTEND THE BOTTOM OF THE FENCE 6" PoonyDralnedSOllswlth SpacMar Raa(aklaae}
/ g\ . ~ i~"~ fdoorin ~ V i ~ ~ Pilings - S, paONG IHE LINE OF POSiS, WOOD POSTS INTO THE E%CAVATED TRENCH, GOOdMOIstU1'eR@antbn' TaOfesae s0 L N IN DIAHETEA MAY BE USED, ' LAW MelmeltanCe Perlsacola Batliagnss 50
~ \ Barites lespedeta 30 Kobe kepedoxa 10
~ ~ ~ , \ Estimated Amount of Material To NOTE: Piers Shown In Be Excavated: 169.88 c,y.
Perpendicular All nment ~ ~ . ~ ~ \ _ - " ~ Pro'ect Total 9 ~ _ ' ' _ MAX. l0' Seeding notes CROSS SECTION B-B BETWEEN t, From Sepl t ^Mar, t, use unswrsied sericeaseed.
With Banks Channel ~ 23' , ~ ~ \ ~-~v" f' / c~, Riparian Corridor , \ ~ \ Approxl ate Boundary PIER CROSS -SECTION Posts 2.OnpoaydreinedeaesomitsericeaandinereaseKobero3olNaae. 3. When a rFwt sppearence b desired, omit aericea and ilrorease Kobe
, \ e ~ . , ~ " ~ \ A.\ Of Excav ion Dred in ~ e / 9 9 TYPICAL ALL PIER SECTIONS b40Naare.
_ . ~ ; , ~ Area. Ira ct Area 1 _ 2 ABOVE MHW LINE ~ . d 6' Nurp pbrnts
/ ~ ~ ' \3 Not to Scale • 6r Besween Apr.15 and Aug. 15, add 10 Neen German millet or t 5 Nacn rTf' 33, STEP 4, Sudargreu. Prbr to May t or aher Auq.15, sdd 25 Ib'ecre rye (grain).
~ ~ - ~ / 30' ~ °o A ~ ~ \~`~e \ / / , _ A'iACH NE rILTER FABRIC TO THE WIRE BA~KrIi. THE TRENCH AND COMPACT 6' FLNCE 0.eg EXTEND 7XE 80TTOM OF THE THE SOIL FIRM~9 TO ANCHOP, THE FERRIC 66 INTO THC TRENCH BOTTOM OF THE SIL1 FENCE SG THAT SFNdlnp dal@a
/ - \ Q ~ ~ RUNOFF IS FORCED TO GO THROUGH THE tea POA~h FENCE AND CANNOT GD UNDER IT,
20: Moving ~ 4 ' Pir.,gs ~ \ _ _ _ _ 2"x8" P.T. . a Eary eprirlp: Feb. 15 • Mar. 20 Feb. 15 • Apr. 30 Stringers ®Z' o.c. 2"x6" P.T. Decking r"~~,~__~, Fall: sapt.t-Sapt.30 Sept.t•Oct3t
' ii ~ ~ ' 6' / \ ~V ' ` ' t r„ ~ .~-T # `ice-.,;
~ t2 \ \ i ~ A ~ 25 , 5/8" Galy. i . ; Sall am@ndments
9 ~ 1 ~ Bolts Thru 2"x8" P,T. Joists :"-ti .A Appysmeardferldiroraocadingtosdltests,orappy3.0005,0001b1aae T x 70 , , r; groundapricuhunllimestone(usethebwerrateonsandyaoils)and1,00D YP) . 1 Naaelatal0hdil¢er. v,: .
_ 8 ~ ~ \ \ ~5 ,gyp ea
\ 5 ~ - \ \ \ 0 0 o r Mulch S -12 ells. 4,000 Naas rain clove or uivalem Dover of enotlwr suitable
7 ti `r ~ " o Q oQ \ \ \ ~ 0 ,T. Pilings Min. 3.0 mulcfk.ArK:horetrawbytar*npwithesphell,neoing,orrovirgabyairnp• ND; Bottae of f i t te^ fadrkc oust De mg wfth a muldl aldwring beL A disk whh blades aW neary etrelghl an
BULKHEAD \ Deeded Common A To ! ti 1 pQ NEIGHI:~T elated in trench and secured Dy be usedoamubh srFCflod tool. MAX, STEEL POSTS either backfillina wl th toil ~ 3, raterfal and ta°amg or Dy Diann
DETAIL - `~omeowner'e Aesocia n / ~ ~ X, \ NIAE FENCE tHOG WIRE° cashed stone to a neignt of 6' Malnt@nanC@ MIN. shove ground level.
Not to Scale 2~~ x10" -5 ~ u' i wau cap ry : Q, ~ x ~ ad _ ~ ~ ~ Pro osed Bulkhe 2, FILTER FABRIC Mgroerthisleasthenfulyedequate,refertil¢einthesecondyear,aceod• 'i ~ -BOTTOM OF WIAf FENCE ANG mg b 6af teaU Of bpdre89 Wlth SOO IWecre 1D•10•tD fenllQat. MOW as
Top Waler _ - - _~~~~r:, ~ \ 0, A ~ p ~ ~ ~ \ \ ti ~ 4 ~ , i~ r FILTER F aBR I G auR I ED needed when aeries $ omlaed from the manure. Reseed,leNl¢e, end " ,r 6" Irv EXLavartD TRENCH, mubademepedare88immedietely. ~ <
10 ~ ~ L ti 0 0 - ~ \o \ ~ r ~ 3.2' 4 4 a ti _ - _ _ _ s; - - - - - - - - - - - - - - , ~ T GROON '+7~+ + ~'r P ' t - - - - - - - - - _ - - - . - - _ _ - _ _ - _ ;xN: -..EL o,T DRIVEN 1~ IN c D Rehr Apparel 802brbotanlcal b be , names.
\ , ~ ~ \ \ ~ x - - _ - - - - i_._1 _ _ - _ _ _ _ _ SILT fCRL[~
o Mld. Hei ht Waler o -3 ~ ~ \ ~ , ~ J'
Interlocked B _ A~, \ ~0„ ~ ~ ~ J r,a~:. ~~~~c~ i A ~ i . r , v .-i ~ ~o x n ng yr 6 ~ - _ _ -
ti ~ ~ ~ ~ p 100 Offset d un er Lower Limits of Coastal ~ \ \ F ~ r , _ - Min. B' iffset _ - - - - - - - - - - - CROSS SECTION C-C - _ _ - - _ _ - - PIER CROSS -SECTION
\ \ ~ i Dred e S oil I ~ ~ o Bottom Waler a Vegetation/Water Llne \ - ~ , g .p ~ t F From MHW Lme \ \ ~ DeposPoon / \ X\ ~ NHW Line - - - - _ - _
i 0 0 , ~ , i Aroa ~ ~ ~ \ \ 0 ~ ~ ~ 4o Proposed ~ TYPICAL ALL PIER SECTIONS - - - - l BELOW MHW LINE
Gad L ne EI a on Va ie \ ,`L~0 ~ Houee ~ ~ ~ 10' - - _ _ _ - _ - _ - Not to Scale
i I I I I I I I I I I I I I I I I I I I I I , ~ , ~ ~
I I V I I I -2 \ ~ 1i ILaR 1 1 1 1 1 1 1 V I I I i ~ i~ , t / , 6 - _ 6 - - - ~r = , -
I I al rs I I I I I I I I I I I I I I I I I ~ \ ~ ~ ~ ~ ~ 5 i S@ I I in~'2' - , ~ CAMA MHW Line ~ \ \ ~ ~ ~ ~ ~ , I I I I I I I I I I I I I I I I- 1= r\ r ~ ~ 17 qr p~! ` S ~ -n.~ - - - --r -
I I I ~ ~ C \ , / ~ @p c ~ I I I I I I I I I \ I I u ~ ~ I I I I I ,p S - - 8
I I ~ ~ , y ~ ~ ~,p I I ~ 1 ~ i/ ~Jo I I I l l l l i t l 1 1 1 1 1 1 , ~ ~o C+ ~ X40 ~ I I ~ A ~ ~ ~ .5 I I ~ - ~ ~ - - ` - ~ ~ ~ ~ " Stringers 0 2' o.c. 2"x8" P.T, Decking
I I I I I I I I I I 1 1 1 1 1 I l l I I I ~ \ ~ ~ I ~ 'spy ~ ~ ' 15.5 - i 0 L/L/-/ ~i~iLi~iLiLiLil p./LiLiLiv iLil Upper Limits of 1. , ; ~ ~ ~ / '{0 ~ G 0
I I i,, , Coastal Vegetation , - ,Dredgespali ~ ~ ~ ~ ; ~ ~ ~ ~ ~ ~Q~
~ 0 Bolts Thru 2"x6" P.T. Joists ~ ~ ~ RO ~TYP•) °
, , ~ %v ~ ~ ~ ~ ~i ~ Driveway ° V 0 ~ 2 Nominal Mlrnmum PT 2 ~ it Pro ~ ~ Fo A - i i 18 i 18 ~ ` , 3.0' above MHWL
Note: Upland Side of Wood Or Vin I Sheetin Bulkhead To Tie li~to ~ ' ' x'40 H ` ~ ~ ~ v' '~@@o " " ~ i ~ ~ J CONSTRUCTION ENTRANCE DETAIL
Conk tructed WitBe Y 9 u y\ ~ \ F,s A ,C f ~ 7 ~ 4~ " Penetrable Flter A Existing Bulkhead On ~ y ~ ~ \ 0~~, LS 10 ~ ~ ~ Square Timber Plle ~ ti , ~ ~ ~x 9 ~@" Drivew
Fabric Adjacent Property a,,1 , ~ ~ ~ ~ ~@o~, ~ ~ 5.5 y , 5.5 ~ ~ ' StQ
~ r~ ~ ~ 7 ~ ~ 18 ~ ~ MHWL _ ~ -
~ 15.5 1 ~ 9 ; ~ 4 ~ , ~ ~ , ~ ~ Propoe~ ~ ~ ~ ~ 9S`@A, '~j' ~ \ i t0 Houee Propoaed ~ ,o?s ~ House ~ ~ ~ ~ Approx. 2.5'-3.0'
PROPERTY LINE 30' setback ~ ~ ~ ~@o~c 35 _ 15.5 15.5 ~ mr„ A rox, MLWL
From MHW Line 5' ti ~ ~ ~ ~ ` ' l'~ --._40 20 -------PP----- ---1D ~ ----8 / T
~ ~ . ~ 15.5 / / , ~ . ~ ,J 10 i Driveway 30 Course Bearing Distance ~ ~ - ~ ~ 3 , ~ 30 ~ ~ ~ ~ 8"-12" die, J ° ~ ~ s'min y ~ P.T. Pilings
AEC !..ins ~ ~ ~ 15 ~ ~ h J ° L21 N 53 45 14 E 32.65 7 ~ f f p ~ ~ ~ , ~ ~ , 15.5 Septic _
(5 0 set Fro 'n MHtiy Ling. - 3D ~ . L22 N 67° 10' \ ~ ~ ~ ~ 32 E 32.07 , ~ ~ ~ ~ ~ Driveway 6 ~ ~ Repair ~ aeraWe ~ ~ _ Area 9
o i i i , 2 . ~ ~ A ~C , Dnveway ~ L23 N 70 38 26 E 41.42 ~Z ~ @ 0 ~ Propaed ~ ~
~ @ ~X / ~ Houee I \ \ ~ _ ~ 0' Se tic Setb ~ - ~ _ - - - _ _ _ _ -
L24 N 45°27 30" E ~ ~ Ao. ,D o,°' , 15.5 , 32.52 100 Offset ~ ~ h , @ i Driveway - _ - _ _ - - - I ~ ~ ~ \ J - - - - _ - - - - - - - - - i \ \20 O ~
L25 N 87°41'38" E 25.30' From MHW Line 9@`@ j ~ ~ o I II ~ ~ / ~ ~ ~ ~ " J - - ~ S -
L26 N 65 37 38 E 12.88 ~ - ~ se tic I~HW LINE _ 4; , , p Septic . ~ ~j °I _ - - -
~ ~ 4 Area- 50' Construction ~ ~ ~ Driveway _ _ _ 4 Area-~ > ~ JJ Q~ - ~ p,, ~ _ _ _ - - - _ _
. Entrance 7 _ \ropoaed ~9' Course ~ House. ~•0 , ` r ~ ~ _ _ - - Min, B'
B~aring Dlsta~oe 5~ ~ 0, ; cam,, F , Repair ~ ~ - - - - - - -
404 LINE TABLE ~o° ~ ~ , Driveway ~ . L27 S 13 15 W 16.0 ~ ~ ~ ~ ~ ` ~ Area ~ ~ ~ ~ ~ - - _ _ _ _ - - _ _ - _ _ ~ ~ ~ ~ Q
~ 's CAMA WETLANDS L3 s ~e 28 31 ~ ~ 5 _ ~ , W 19. ~ 4 / g ~ _ - - - - - -
~ Course Bearing Distance L4 N 49 ~4 49 W 14.`;9' / i J ~ ~ ° \ ~ . ~ ~ V S J 1~ - - _ -
L1 I.5 N 19° 23' 18" W 28.x:7' A , Driveway s ~ ` ~ ~ ~ S 55 39 58 W 19.90 ~ ~ S ~Se tic ~ ~
_ - - - - i ~ am,,,,..a . A 7, P i ,
L6 N U2' 12" W 11. 0' , ~ / ~ ~ Houee "A;~'~.\ Area ' S 74 34 37 W 7.45 ~ ~ vOI~~~, ~Cre~ ~ ~ ~ v~~ C' -
L14 S 65 39 28 W L7 S ~4 03 26 W 41."~ 1 ~ ~ Repair ~ ,C~ 37.42 ° ~ 'S ~ 'Area ~ Repairs ~ ~ ~ ~ 0~ 30, - - _ - i S 0 ~ _ - _ - _
° ~ ~ L8 S ~4 25 " ~ ~ 36 W 21.3 P ~ ~ L15 S 68 11 30 W 32.47 ~ , Area ~ 0 ~ 0 D~, / ~ - _ - 4
L9 ~ 19 50 39 E 26.c 8' 5 ~ N 6 ~ ~ ~ ~ 0 L16 S 54 39 33 W 58.82 ° ~ ~ ~ ~ ~ ~ i i 0 , ~ ~O i
L10 S 57 ~ ~ ~ ~ ° ° 2~ 40 E 15.~.~+ ~ G ~o ~ ~ p~ ~ S , , O' ~ , ~
L17 S 86 12 50 W 23.74 X11 ~ ~ ~ V0 ~ 2 ~ ~ ~ ~ h h h h d'• , , I ~3j, ~
L20 N 25 00 57 W 68.32 I ~ ~ ~ , ' ~ ~ ~ ~ ~ 2 septic ~ i ~ _ - S Jb 7 V~ ~2,~. ~ 'S ~ Area ~ i ~ 6 S, ~ .S ~ ,
L28 S 38 10 00 E 23.93 ~ _ ~ S ~L ~ Re air i _ ~ , , ~ . ~ P , ~ Area ~ •0 ,~2, , S 0 ~ I . 0 F ~ S• ~ S. 0 O. , CROSS SECTION D-D
~ ~ ~ 0 9, , PIER CROSS -SECTION
~ ~ ~ LOCATION OF LOCATION OF ~ ~ ' ` i ~O;S i 0 0 ~ ~ ~ TYPICAL ALL PIER FINGER
i ~ i Q SPOIL SPOIL yt ~ ~ ~ OFFLOADING OFFLOADING ~ ~ ~ pc ~ SECTIONS
AREA AREA ` 0 ,h 5 ` S ~ 0~ i Not to Scale i 5 S• ~ 0 S ~
I~Sj ~ ~
g ~S S s'-- S , • 0 0
eaxr~s auwr~~ 8 fall r 8 10 0~ i ~ ~ ~ F 0 S S• ~ „ „
r~s 's 0 G O • 2x8 P.T. i 'Q ~ 9~ G~ Q~ i Stringers ®2' o.c. 2'x6" P.T. Decking ,M~ G/'~~, s a J
_ t ti~ J 1448 2449 y
r,, ~ ~ ~ CT E . Pier Cross S v C ~ I ~ ri S Bolta Thru 2"x8" P.T. Joists
O ~ '''a 9 0495 3 ~ 1~ i ~ ~ O i ~TYP•) I Approx 1'-2'
~ NOTE: RIPARIAN CORRIDORS ARE DEEDED S , 5 452 PROPERTY LINES (NOT CASEMENTS.) p, ~ • Show T ical Constrac:~o ~ ~f ~•.s, ~ YP
~ - i h i - - - ~G' S Q , ~ntlre Pler Ie. NO ~ ~V= f MHWL
c NOTE: SEPTIC AND FEAT REPAIR AREAS SUBJECT TO ~L C / c~ ~o ~~-C C ' , , lJ P ~ Structures Boat LIB ~c. rox.2.5-3.0 p OG 0, MP
PENDER COUNTY H`ALTH DEPARTMENT APPROVAL. Q ~ i 0 ~ Gj ~ _ _ _ ~ Approx. Mlw~ , 0'
ti i ~ i , -
o ~z~ 1 e 64 a ~,o i , ,
~ ~ a~ MINIMUM MINIMUM MINIM' M ~ 2 dia.
e~ 0350 DISTRICT SETBACK FRONT SETBACK REAR SETBAC', S ~E v1 i ~ P.T. Pilings .1E ' - , i -
e~ . _ i
Note: Spoil will be off-loaded at the area shown ~ R-1 OCEANFRONT 7.5 and Placed on a plastic liner and covered with 0 0- 0' ~
plastic temporarily until transported to the - Stanwick Shores site. Silt fenang will be installed 1 ~3 OF LOT DEPTH ~ h ~
to revent sedimentation to Banks Channel. R-2 SOUNDFRONT ~ 5' ~ NOTE: There Will Be No Fill In - - - - - - - - - -
TO 33 ~ 404 Wetlands _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _
R-4 NO WATERFRONT 20' 15' ` _ - _ i _ _ _ oQ ~ Sr • ~
o~ ~C ~ . 9, , _
/ 's o , Total Area In AEC: _ - _ _ - - - Min. 8' - - M Q ~ _ I
CROSS SECTION G-G ~o ~ !y 14,080 s.f. - - - _ -
PIER CROSS -SECTION _ _ Im ernous Area In AEC: _ _ _ _ _ _ ~
~ 1, 41 s.f. _
Not to Scale ~ Percent lmpernous: ~ , _ f' _ ` - . _ _ - - - - - - _ _ - _ ~
Septic c s;.m Setbacks S - _ _ ~~r - -
Mooring p 10' ro ert L~ ,e. ~i = - _ n~~ r ' - _ - Construction Sequence - ~ ° _ _ r _ ~ ~ - - - . - - _ - - ~ - _ ~ : - - - -
Pilings - j' 1. A temporary gravel construction entrance a mir' n of 50' long will be established.
Build~ c 5~ __J LEGEND
~ 2. Silt fencing will be installed.
"r~~'V'' 100' 3. Establish vegetation in designated areo~ ~ ~d` ~g specifications.
Bulkhead
Property Line - - - 4. The paved road will be constructed
Stalr Pi 5. The bulkhead will be constructer. - o
Lc Lot Line o
Fin i=1 _I 6. Dred in w' ~ N = g g ill be performed and ~rec sr ,~s will be placed behind the bulkhead° ~ - r, * "
P i - Bi III O e ~ ~ Building Setback - - - - - - - - - - 7. The pier will be constructed. ,4-
!-1
= s. 8. Silt fencing well be removea c .er ~e gad is built and permanent vegetation has been Q . septic setback - - - - - - - - - - established in designated areas. ~ ~ ~
' I_I lll_ $~A1.
i ~-i 9. Silt fencin will be installer. r' ~ 16879 g t' construction on individual lots On a lot b lot ~ ~ t P ~ Y s„
- - ~ 1 Si MHWL - - - - Silt Fence ~,~r-~-~',~ basiS~. '".!i"~,t~ ~ c~~;
- - - - - CAMA/ 10. Silt fencin will be remove of r completion of construction on individual lots i;On a =4'~j~~
"2` ~ ~ 0~ 404 Line NMLWL - - lot by lot basis . y'~xsk`~.jz,;;i•y'
MHWL Flow Direction 11. Erosion control measure o er than those shown on the pion will be installed should
the need arise.
-2' Property Line ~ ~ 0 15 30 60 i------~
Existing Elevation SI Spoil Deposition Area i ~
' -3' TOTAL PROP = ERY AREA 1.58 ACRES (68,605 S.F. IMPORTANT: BY NC LA ,GROUND COVER MUST BE ESTABLISHED TOTAL DRAT =
NAGE AREA 1.58 ACRES (68,605 S.F. r ) WITHIN 15 WORKING ~YS OR 30 CALENDAR DAYS (WHICHEVER IS PROJECT -
Bc Note: Total Pier Length=198' ~ , AREA - 1.58 ACRES (68,605 S.F.) Boat Slip SHORTER) FOR EACF GROUND DISTURBANCE.
" DISTURBED AREA = 1.35 ACRES 58,806 S.F. ( )
-7' -6' -5' -4' _ MAXIMUM IMPERVI - ~ ~ OUS SURFACE - 17,151.25 S.F. (2 0)
i ure: ro ec • ormw r e im n e an ao n i e: ' anw is or e
R C~I~,~~;I~ r in - so nr 0 o n a an
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UL 2 9 2004 ~
evasion a e. - ~ ~ -
e. 8~.~~ ca e. - ra~ n ~ . ro ec

CROSS SECTION A-A CROSS SECTION E-E ROAD CROSS -SECTION Dredge Spoil CROSS -SECTION
Not to Scale Area Elevated By Tab!@8,188
Not to Scale Grading a Elevated By Tem r8 S@edlri S@edfn mDtture Ttsbf68.10C Grading Red4msnettd~atlo sforLato f7 tae Rau 1~,'aero TempOraryS@eding Seedfngmbtlure
Filter Fabric RIW EOP ROAD C/L WlnterandE 5 In Rye (grain) jgD } R@rommertdstlonsfaFaB Spwba polo{lbleere}
EL=7,00' EL=7.00' EL=7.21' R/W ~ ~ 0 Annual lespedeza (Kobe is Rya Igrairl) f 20 Piedmont and Casalal Plain,
Approx. Limit of Spoil Bulkhead Depsosition Area loll Kareanknidovmains) 50 S@edln$dat@s Qmtt annua# bapadeta when dUralianat tomporaryoovar i9 rat taaxtend Mounq;as--.Aug, t5.Ooe 15
beyond 3une. Coastal Plain and Piedmont-Aug. 19 • Doc. 90 ;
Pavement Surface _ , S@@ding del@s Soil attrendmenta
Exis ' ~ _ i SI - Elevation - 4 Elevation = 5' ting Grade I~$10 a .25 er foot i ape - .25 per footer _ Existing Grade Mmlreains-Above 25D0 iL• Feb.:5 •May 15 F61gW yy~ ttsla or apply 2,000 Ih~acEa praunj agricuRusal IimgStane Intl ~ Sebw 250D 1t: lab, t • May t 1,000 Ib+acn !0.10.1 Ofed13ta.
E E Ppdmont•~ian. 7.3,tay 1 1 Coastal Pain-6elx 1 • gor.15 fAufeh ~Z p
~ i ~ i i i i i 1 Appy 4000 sa4cre straw. Anchor unw Lrkin with u xa, I neJ• A L N by 0 p 1, mg,
8" ABC Base Perv ous ~ uin. 2' ' ' ~ ' ' ~ ~ ~ 011 a osition Area ~ ~ ~ ~ ~ ~ ~ 1 ~ ~ ~ ~ ~ Soil atn@ndm8rd9 or a mulch anchoring tool, h dick wth btedas sat needy stroigM can ba ~ ~ ~ ~ ~ FoSOwrewmmendationsafsaitoatsaepply2,gOglaaae ounda riut• usedaserrukhanthaiaptaol. 4r g
As halt Grass er ~ ~ ~ 10' P P I Specifications approx. 2a.s7' 1<Aral limestone and 750IfNaCre 10.70.10 senilirer. MBEatenanc@
MUICh Repair emd retenllite damaged anu Ynm+dietdy. Topdreea veldt 50 Ihraca of nitrogen n MardL N d I, naatstry to esiend semporag cavar
Appy d,D00 Tofacro straw. Ar0.NtOf straw br' taCkitxg vP1ts uitsap, nD16ng, bayt3no June t 5, o+rorsoad with 50 IbhcAa kcce (Piadraom old Caestsu \ aF a mulch enGtorir~, b61, A d'ISk with bledas ae: nearly straight can be puh} a Korean;Moumeisx} laspadara htlM+t Fetxua of oar Mawh.
Silt Fence Existing Topography 2' Estimated Maximum Area= mated uaodesamukhanthlsringssul. ry y im Area=
404 Wetlands Elevation = 0' 560 c.y. CROSS SECTION H-H Une c.y. Malmenanoe , , , , , ,
EXCAVATION CROSS -SECTION flelertiCizell growth isnosfulryadequate,P,es@ed, rafedilae and mulch im• medialay tpsbwirrg aosbaar athardamape. Table 6.11v
Not to Scale NOTE; S oil De ositon Area Shall Seeding Na. 7CP for: Seeding Mlxturo Rf , , , , , , , , Grass-tined hen t DGER C nets; Specie Rab(Waaa) S AV , . , , \ , \ \
Be Sloped Towards Bulkhead To Coastal P181n, Lower Common Barmudaprw 40.80 (1.2 b11,000 ftz) I-
Approximate Edge Maintain Sheet Flow Of Federally Existing Pier Llne Piedmont, and Dry Soils In ~ Tabl@ 6.iOb 7ampotary See~lnq S~dinp mixture the Central Piedmont S@edlnA daua Y , ,
Approx. Limit of Maintained Channel RecommendatEoesiar Speeros Rate(Ib+auoj CoastalP~in: Apr.•Juy
Excavation Stanmer Garmanmill@t AO Piedmont: Apr. 15 •Juna30 , , , , , , , , , , , , In the Fiodmant and ttoumains, a small~sbnlmed Sudanprass may ba ~
Approx. Limit of Existing Pier une stlbssdutad ~ a rate at SD Na+acra. II Q So emendmertta
F Excavation \ v \ CROSS SECTION F-F Seetlin dafe8 APPy lima and 1Mlwr aooordbJ to sail sea, ar appy 3,OOD Ibises N ~ ground priakunl 6meatona aM500lb/aae 10.10.10 feAniur.
EXCAVATION CROSS -SECTION -2.56 Elevation = 0' -5 Maunlaim~tay 15 • Atq.15 Piadmom-•May 1 • Aup.1 fi ~~h
I I '11 i -9 Not to Scale Coastal Pfai1T-Apr. 15 • Aug. t6 Uae job, uccelafa matting, a olheT eNxaw charmd lining material b
I / -3 -4 -6 -7 -B I 50' coverlhe bottom of channdurddtchea. The inirg should extend shave Solt amAndtnettt6 the h~hest calalated depth d floe. On dunnd aide abpn above thb S. ANDERSON BLVD
I I I / ~ -8 FolbwracommendaGonsofooJt@stsorappty2,DDDlblxregraundagriwl• heght, and in dr~napp not requiring umpaary Yninpa, apply 4,000 t~tallimatloneand759Nfr+3a@f0.10•t0lert#H2eE, blacroprainalnwandandaratRwbyahplirgneGblgovarthebp, ~HlghWay 50)
_7
\i / ~ , A rox. Li Riparan Corridor Existing Pier Line pp 8lp1Ch Mdeh and anchoring mawiala m6at not bo albwed b wnh down sbpea Approx. Limit of 1,0061fPacretEhaw.Anchorstraw t wherotMyeandogdrolnapedevfcea
" -6 Approx. Limit of Excava P / ~ - Excavation b1' adtkgwittl asphep, potting, @r a msdth anchoring IooL A disk with tllades @e1 nearly atroight son ba Helm@~~
' v Excavation Estimated Amount of Material To , Be Excavated: 169.88 c. • G ' Y ~ , vied as a mulch enOhOSing tlxx, A minimum d F 3 wwka b requ iur esubliahmant. Inapap old repair
Pro'ect Tatal ~ ~ _ , so~ ~ ' ~ ' _ - 5 7,~ _ Elevation - 0 _ NlAlta@tsa~ mukttt iroquemy. ReleMixe the ,awing Apr. wtth SO Naas ndrogen. VICINITY MAP N.T.S
/ 5 2.88 ~ ,2 ~ I I I -2.88 ft@!erti€iza i! growihie noslufyadequate, Reseed.referttila a:ld mukhim TRefer b Ayrperldfx8.02for boladoat pomp. I mediately tOSowi+>8 aroaion ar other damage,
r / , ~ .20 -7 -6 I -4.5 -4 -3 Minimum ~ 37 Setback , ~ - , - 4 , I I 3
~ , / ~ , From Federally Riparian Corridor ; , , \ I Table8.11p
Maintained Channel / ~ ; ; ~ , DHIYE STEEL POSTrS INTO GROUND ATTACH WIPE FENCE TO POSTS AND Seeding No.lCPfor.Well•to Seedingmbdure AND ExCAYATE A b"x S' TRENCH UPHILL EXTERD THE BOTTOM OF 1HE FENCE S` Poony Draln@d Soils wnh SpecNar Rasa (Iblaae)
V ~ v ' i=" Moorin V ~ ~ i g\ ~~ONG THE LINE OF POSTS WOOD POSTS INTO THC E%CAVATED TRENCH GOOd MOIStUf@ Rat@ntl0n; Tab fesae 80 IN DIAHETER MAY BE USED,
Pilings, " 6, / \ LAw Malntenence Pensacola 8ahiagrass 50 Barites lespedeza 30
/ ~ ~ ~ Estimated Amount of Material 1'0 NOTE: Piers Shown In ~ 1/ , ~ _3 Be Excavated; 169.88 c,y. I Kobe bapede:a 10
Perpendicular All nment / ~ , , \ _ - Pro'ect Total 9 ~ ~f - nAx. 1D' Seeding notes
With Banks Channel / , 23' ' \ Riparan Corridor , / ~ ~ \ ~ \~o„\ Approxi ate Boundary CROSS SECTION B-B DETweEN 1.from Sept.1•Mar.l,useunscarifiedsericeaseed. PIER CROSS -SECTION POSTS i 2.On poory drained sites omR sericea and ncrease Kobe b 301Naae.
av Ion/Dredging 3. Where a neat appearance re desired, omit sedcea and increase Kobe TYPICAL ALL PIER SECTIONS blobhcro.
/v ~ , ~ Area. Im ct Area 1 _ ABOVE MHW LINE , , ' P
- ~ ~ \ti\ 2 Not to Scale O6. NBetween Apr. t5 end .15, add 10 Macro German millet or 15 grlacre Aug STEP 3, S1EP 4, Sudangross. Prbrb May 1 or altar Aup.15, add 251b1~re rye {grain).
/ " \ ATTACH NE FILTER FABAIC TO THE WIRE BA~'Nrrl THE iAENCH AND COMPACT I)' FENCE 0.NQ E%TEND THE BOTTOM OF THE THE SOIL FIRM'_M i0 ANCFgA THE
FABRICS INTO THE TRENCH BOTTOM OF THE GIL1 FENCE 50 THAI Seeding deice RUNOFF !S FORCED TO GO THROUGH THE ~a Poaalbb FENCE AND CANNOT GO UNDER IT.
/ 40 ' \ 'Mooring { 4 / Q ~ % Pilings \ P4 \ V~ - - - ' 2"x8" P.T. Early aprirp: Feb. 15 • Mar. 20 Feb. 15 - Apr. 30 Stringers ®2' o.c. 2"x6" P.T. Decking , , Fell: Sit. t • Sept.30 rapt 1 •CcL 3t
~ / 6, i / 0 \ ;
12 " / \ ~ \ / ~ , \ ~1 i \ ~ 25 , xT to r v=?~~ Solltsmendmen 5/B Galy. ~.I
\ / ° - ~ ~ \ Bolts Thru " " t ~ ;.~=i ~ r T Appy6meandfedilizaraccardingtosditests,orappy3,000.5,OOObfaae 2 x8 P.T. Joists ~TYP) v- G, , j grouMagrx;ulturollanesbnelusethelowerroleonsardysoils)and1,000 i b/acrel0.10.10fenil¢er.
s ~ ~ ~ s ~ g \ \ \ •~5
~ oa ~ 5 8"-12" die. Mulch .
v ~o r _7 \ \ ti , 6 \ 0 ~ oQ P,T. Pilings ~ SECTION } ~w ' Appy 4,000 Where gram straw ar equ+waleM cover of another suitable Min. 3.0 mubh.Ancdtastrawbytaddngwithesphah,netting,orrovirgabyaimp• NGTE Bottor of i; }te• tatnc cost he ing wkh a muldl anchoring tool. A disk with blades set peony atreipht can
~ ~ ~ ~ t ~ BULKHEAD \ Deeded Common To J ti , ' 1 pQ NEI~•NT; Dlaced in trench end secured t} be used 86amUlCh arcfwh 1001. i^a%, TEEL POSTS either tack illino dlN soil ~
DETAIL ~ 'I~omeownera aeeocia n ~ ' \ ~ raterial end taroina or ty p7acir XIAE FEN[E tHDG WIRE" washetl stone to a neignt of 6' H,!N. above around level, MBfntenalKl@
z" x1 a' -5 ' ~ 1 ~ ~ c~, Not to Scale \ ~ ~ , FILTER FABRIC ttgrowthiebasthanfldyadequate,referGlizeintheaeoondyear,aaord• inp b adl bete or topdroas with 500 Ib/aae 10.10.10 fertil'¢er. Mow as
To Waler Wa° c0P ~ _ _ ~ ~ ~ \ Proposed Bulkhead P \ \ o, eorTDM or WIRE FEnG[ Ann neerbd when aericaa b omitted from the monure. Reseed, IeNI¢e, and - FILTEA FAAAIC 86RIED mUgh
v ~ 10' ~ 4 \ ~ ti 2 4 ~ ~ ~ ~ "^`I 6" IN Ezcav~TED rRENCn, damagadereasimmediately. t +~w v7i+ III--- G'fEL POST pAIVEN ]8° INTC GROUND
\~t V , ~ ~ - \ V ~ ~ x ~ ~b 177.5' ' ~ 1Referb Appartdix B.02forbobnical names _ - - - _ a_.-~ _ - - - - - - - _ Sli.? fCRCC
\ \ 5
~ ~ S ° Mid. Hei ht W I ° -3 \ ~ ~ ~ a er ~ ~ ~ ~ ' ~ ~ ~ °
Interlocked B ~ \ A0; ~ ;A~p„ , ~ I _ - -
9 ~ ~ ~ F ~ ~ 'd ~ 100 Offset d Un er Lower Limits of Coastal \ \ . ~ , 0 - _ _ )ffset _ _ = - Min. a' - CROSS SECTION C C
Vegetation Water Line - ~ \ \ ~ ~ Dredge span o ~ < From MHW Line o Bottom Waler o ~ ~ ~ \ , Depoekion p X , - - - - - PIER CROSS -SECTION MHW Line - - - - _ _
\ \ ~ 0 ~ i J' 40 Proposed ~ ~ _ _ _ TYPICAL ALL PIER SECTIONS -
G ad L ne EI a on Va ie \ rti~0 , ~ House \ ~ ~ ~ ~ 1 O' _ _ _ _ _ _ - _ - _ _ - ~ BELOW MHW LINE - - -
_ \ ,i ~ I I I I I I I I I I I I I I I I I I I I I - - - - - - - - - - - - Not to Scale
2 \ ,F I I La I I I I I I I 1 1 1 1 1 1 1 1 - / _ ~ _
I I I R I I \ cd ~ ~ ~ ~ ~ 6 alelrs I I I I I I I I I I I I I I I I I Q ~ v ~ 5 S ~ i 6 _ - _ - _ _
I I in, 2' 11 I I I I I I t I I I I I I I -~1=~~ ~=~~c-~ CAMA MHW Llne \ V ~1, ~ a,~,- q ep . I I I I ~ \ ~ ~ , ~ . ~ ~ 17 ''ep fe ~ S I I I I I I I I I I I I I I I I ~ \ V , \ ~ ~ 3 _ - _ s' S - - - - - - - - - -
I l l l l i l ~ ~ r ~U~ o~, ~ I I I I I I I I I I I I I I ~ I I ~ ~ oo~i \ .5 I _ ~ _
I I I l l l l I I I I I I I I I I I I I I ~ ~~1~ \ ! ~ ~ ~ 15.5 - - - ~ L/L/_/ ~/L/L/vL/L/L/I ~/L/L/L/L/ /L/I Upper Limits of 1 , ~ '10 ~V~ IO _ _ _ _ _ ~ . _ _ _ _ _ . _ ~ _ _ _ , Stringers ®2' o,c. 2"x8" P.T. Decking
00,, 5/8" Galy.
I I I.. Coastal Vegetation , ~ ;Drodge,Spofl ~ ~ ~ ~ ~ t7- - ~ I I I ~ _ ,v ~ L ~ Deposla on ~ \ \ T ~o ~ ~ / ~ ~ I I I ~ A Bolts Thru 2"x8" P.T. Joists
O 2" Nominal Minimum PT y ~ ~ \ \ ~ ~ ~iF , /b \ A Driveway ~ ~ O~ tTYP•)
Note: Upland Side Of Wood Or Vin I Sheen ~ y ~y Propaaed ~ ~ o~y, ~ ~ e _ _ t6 Bulkhead dust Be Y 9 Bulkhead To Tle Into 4o House y ~ , ti ~ o~ / i 1 B ~ • ~ , 3.0' obove MHWL i
Constructed With A " \ ~ a • S ~ i ~ ~ i 0 10 Penetrable Filter S uar Ti Existing Bulkhead On \ ~ ~ ys ~ ~ , i ~ I CONSTRUCTION ENTRANCE DETAIL ~ ~
Fabric q e tuber Plle ~ / ~ x 9,, f~, , Driveway 5.5 Adjacent Property 31.1 , , \ ~ \ , ~ ~o,, 5.5 ~ ~ ' S~Q
y~ v ~ v ~ ~ , / 18 ~ ~ MHWL _ ~ -
r,~ \ / 15.5 % ~,1~ 9,9 ` Propor 4 4 \ / S~ ~ ~ , 1 D Hauer Propoeed ~ ~ ,os° ~
' i ~ \ 4 / i/ q^~°A~. ~ ~ ' sP, ~ , 15.5 PROPERTY SINE 3o Setback ,7 0 ~ 35 , 15.5 House ~ Q~d`t Approx. 2.5 -3.0 _ ~ ~ ~"9 A rox. MLWL
From MHW Line 5' ~ ~ ~ ` ' 'b n - --_40 20 -------Pp----- ---1.0 ~
~ \ ~ \ 15.5 ~ / ~ ~ . ~ h 10 / Drivew 30 Course Beanng Distance ~ ~ - \ , 30 ' a / ~ ~ ~ ~ B"-12" die. J . ~ ~ B•min ? ~ P.T. Pilings
I• ~ ~ ~ 15 ~ 4j I , ° ~ AEC Llne ~ ~ ~ 15 2j ~2~ Septic 3 30 ~ za• ,ti
L21 N 53 4514 E 32.65 ~ X9,5 ~ ~ _ 1~ y ,s.5 ~ (75 Offset From MHW Lme ~ ~ 30 ~ ~ ~ reD coeneaaereeate • Re oir ?
L22 N 67° 10'32" E v' < 0 3 2.0 7 127' A, ~ \ Driveway r , , 6 ~ 17 c~, Ara ~ 9 " ~ ~ -
%s ~ ~ A ~C i Driveway \ ~ L23 N 70°38'26" E 41.42' w ~ 0 ~ Pro sed ° ~ ~ ~ ~ ~e °r' ' h House ` . d ~ ` ~ _ ~ ~ _ ~ D' Septic Setb
L24 N 45 27 30 E ~ ~ Ao, ,D og' , . 15.5 32.52 ~ 100 Offset ~ %>s Y ~ ~ ,9 s~ i \ Driveway
L25 N 87°41'38" E 25,30' Fro ~ ~ r~ ~ ~ m MHW Line ~ ~ , I `~20 ~ ~
o I II ~ 0~ ~ ~ ~ ~ ~ ~ L26 N 65 37 38 E 12.88 ~ - ~ ~ se tic MHW ~I\E ,4;.,, , P Septic ~ ~ _ _ -
~ ~ ~ Area 50 Construction ~ ~ Drfvewa 3 , ~ AreD~ > ~ 77 O, - _ - - - - - - - - - - - - ~ O~ -
Entrance , , ,y C~ , y Home°d ~9
Course Be rin ~ ~ ~ ~ ~ 0 a g Dlst.;nce , - - Mi,8' ~ Repair i. ,
404 LINE TABLE ~ ° ~ , ~ , Dnveway ~ \ ~ X27 S ~9 13 15 W 16.06 ~ ~ , ~ ~ ' ` Area ~
's CAMA WETLANDS ~3 s ~6° ~ ~ ~ ~ ~ 5 28 31 W 19....8 4 -0 ~ Q - S , ~O, o -
/ Course Bearin Distance L4 N 49°34'9" W 1 ~ ~ ~ ° . ,
~ ~ R'! Driveway ~ x,170\~ ~ : ~ L1 S 55°39'58" W 19.90' i_c N 19°23'"8" W 28.:;7' ~~CC~- S `.se i > v ~ Ll _ _
tc ° ~ ~ L6 N 8~° ~ ~ ~ ~ H ~8e°' ~8 -Ar o ' L2 S 74 34 37 W 7.45 ~ 02 12 W 11. ~ 0 ~ ,A
L14 S 65 39 28 W L7 S o4°03 2e W 41.11 ~ ~ Repair ~ F 7 _ _ - - - Repair ~ ~Cv ~ ~ Q' 30, - - _ - -
37.42 ° C~, ,h ° ~ ~ L8 S 44 2~ 3e UV - J ~ ~ Area ~ ~ -Area ~ ~ s 0 , - _ - _ - - - ~ ~ ~ - - _ - - ~ ~ 0 0, / - - _ - .Q ~ r,-_,
L15 S 68 11 30 W 32.47 21.._3 P ~ ~ ~ L9 S 19°50'9" E 26.~~8' S ~ ~°h ti 6 ~ ~ , . ~ i Q, . ~ , ~ ~ ~ i
L16 S 54°39'33" W 58.82' ~ ° ~ ~ ~ ~ ~ ~ ~ L10 S ~7 4 ~ . ~ 3 ° 2~ 0 E 1~.,~4 G ~ ~ p~ S ~ 01 3 , ~
L17 S 86° 12'50" W 23.74' i ~ 1 ~ ~ ~ ~ V0 ~ ~ h h ° ~ ~ ~ S 4e 21 1 ~ N , 9.<:e i ~j, ~ ~ r ~ 6 , ~ h h d'• i
~ _ ~ ~ , ~ _,2, L20 N 25 00 57 W 68.32 ~ 2 ~ septic i ~ ° ~ ~ ~ _ _ . _ S Areo ~ i i ~ ' i ~ 6 7 S s , ~ .S ~ ,
~ L28 S 38 10 00 E 23.93 ' , ~ S ~ ~ Re air i S ~v`~b'~u W ~2.~~ ~ p Q , ~ ~ i Q ~ i F i
~ ~ Area ~ ~ ~ ` ~ s Q , CROSS SECTION D-D ~ Q 9~ 4~ , PIER CR05S -SECTION
~ ~ ~ , i LOCATION OF LOCATION OF ~ ~ •Q ,s , ~ O- ~ ~ ~ ~ TYPICAL ALL PIER FINGER
SPOIL SPOIL , ~ OFFLOADING OFFLOADING Q-~ ~ ~ ~ D~ F ~ SECTIONS
AREA AREA ` 0 ,h 5 ~ S ~ , i ~ Not to Scale `5 ~ ~
I ~j , ~
I ~ S S S s'
8 , ~ s ~ ~ „
6 10 r~s~ {o ~'~j Q Q ~ • 2x8 P.T. i ' Q ~ 9~ h ~ ~ Strangers ~ 2' o.c. 2"xs" P.T. Decking ~ 0- s J
h~ ~ 1446 2449
rr~ ~ F ~ , ~l7 ~ 5/8" Galy. • ~ ~ NOTE. Pier Cross ..sections Bolts Tnn, z"x8" P.T. Joists
0 ~ ''9~ 9 0495 ~ 3 ~
S NOTE: RIPARIAN CORRIDORS ARE DEEDED 8o S 5 45 PROPERTY LINES (NOT EASEMENTS. ~ ; ~ , Show T Ical Cons~.ructlon Of 8• s ~ ~ Yp
z ~ ) 0 ~ S Q , i ~ i o s o Entire Pler le. No Covered MHWL s ~ ~ ~,,pp ~ ~ i
NOTE: SEPTIC AND PEAT R EPAIR AREAS SUBJECT TO !y ~i / V• ~ s o P ~ Structures Boat Lifts etc.. r
PENDER COUNTY HEALTH DEPARTMENT APPROVAL. Q 9~ ~ ~ ~ App ox. 2.5 3.0 ~ Q s h ~ A rox. MLWL
Q 6{ M1 -------PP----- ' S( ~ i
t~M1l ~ ~ ~ ~ -
~ 6° ~ 1 io Q ~ i? ~ ~ u u ~ ~ , 8 -12 dia.
MINIMUM MINIMUM MINIMUM 0 bo w> DISTRICT SETBACK FRONT SETBACK REAR SETBACK SID , P.T. Pilings 31DE ,
~ ~1 0350 2 E ~ 0 ~
Note: Spoil will be off-loaded at the area shown R-1 OCEANFRONT 7.5' 5' and Placed on a plastic liner and covered with i , Q. ~ i ~ • ~
plastic temporarily until transported to the i h , _ i ~
Stanwick Shores site. Silt fencing will be installed ~ 5. 1 ~3 OF LOT DEPTH to revent sedimentation to Banks Channel. R-2 SOUNDFRONT 5 ~ NOTE: There Will Be No Fill In - - - - - _
TO 33 _ - ~ - ~ 404 Wetlands - - ~ _ -
R-4 NO WATERFRONT 20' 15' 5' - - - - - ~ _ -
oQ ~ ~ ~ 9, ~ _ - -
/ s~o - - _ -
CROSS SECTION G-G Q Total Areo In AEC; - - _ _ _ _ - - : = Min. e' ~o ~ !y 14,080 s.f. - _ _ - - - - - - - _ _ _
PIER CROSS -SECTION ~ Im ervious Area In AEC: - - _ - - _ _ _
_ _ s.f. - - - - - - -
Not to Scale
Septic System Setbacks ~ Percent Impervious: - _ . _ . _ ~ _ _ . _ . _ _ _ - _ - ~
C ~.U~r _ .J _n ~.Jr ..V~JC 1, _ _ _C, r ~p~~~p
Mooring P ~ 0' ro ert Lines ~ Construction Sequence - . = - ~ ~ - ~ _ - , _ - - ~ n i,' ~ - -
Pllmgs
Buildin s 5~ j' 1. A temporary gravel construction entrance a minimum of 50' long will be established. LEGEND
~ 2. Silt fencing will be instolled.
MHW 100'
Bulkhead 3. Establish vegetotion in designated areas per seeding specifications.
Property Line - - 4. The paved road will be constructed.
Stair P'
Lc 5. The bulkhead will be constructed. t; Lot Line - - .r,•'
Fin r O 6. Dredging will be performed and drege spoils will be placed behind the bulkhead. ~ ° j:, .
-i Pi - e~ III Building Setback - - - - - - - - - - _ ~ c ' 7. The pier will be constructed. o :.r ~,F. , • ~ '•°t
!-1 ,
' ~ 8. Silt fencin will be removed after the road is bu' ~ fa> ~ E ~`c~~ ~°y ~ ~ se tic setback g ilt and permanent vegetotion Has been _ .
I-11 s. P - - - - - - - - - - established rn desi Hated areas. i~ 9 a ~ i~`~' SF At
'V 9. Silt fencin will be installed rior to construction on ' ~ g p mdividual lots (On a lot lot ~ . ~ ~ c : 1 y • ro
1' - _ ' , Si MHWL - - - - - CAMA/ Silt Fence ~ r-- ~ ~ bosiS). ! cEQ`~ , ee A t ~ r;
~.wt,.f G•~M 1 ~Y 10. Silt fencin will be removed after completion of construction on individual los (Ono `-,~,r. ~,j~;,.• :z
"2~- ~ ~ 0~ 404 Line NMLWL - lot by lot basis . y~~.~.Ry~.:.,,~;y°
n Flow Direction
MHWL 11. Erosion control measures other than those shown on the plan will be installed should the need arise.
-2' Pro ert Line i i i------~
p y 0 15 30 60 Existing Elevation SI Spoil Deposition Area i ~
-3' ~ - - - - - - - TOTAL PROPERY AREA = 1.58 ACRES 68 605 S.F. (
IMPORTANT: BY NC LAW, GROUND COVER MUST BE ESTABLISHED TOTAL DRAINAGE AREA = 1.58 ACRES (68,605 S.F.
B~ WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS (WHICHEVER "S PROJECT AREA = 1.58 ACRES 68,605 S.F. Boat sr r . ) P ` SHORTER) FOR EACH GROUND DISTURBANCE. _
Note: Total Pier Length=198' DISTURBED AREA - 1.35 ACRES (58,806 S.F.
_7' -6' -5' -4' MAXIMUM IMPERVIOUS SURFACE = 17,151.25 S.F. 25~
( )
i ure: ro ec ormw ar e i e mn ai n n a i e.
t r ~ EIS, ~ anw i or s
f r - oin o nr o an n
J ~ 2 9 2004 ci n

- ~
evasion a e. a e. ca e. - yawn ro ec

CROSS SECTION A-A CROSS SECTION E-E
ROAD CROSS -SECTION Dredge Spoil CROSS -SECTION
Not to Scale Area Elevated By Not to Scale Grading Table6,18a to Elevated By TemporatySe6ding SeedmQmudttre Tabte6.10o
Grading ReoommendationstorLatA Spaelea ttab(tb.'aaw} TempOrarySeeding Seealn~mlzlure 1NiltterandEarly5pring Rye (grain) t20 RecommtllsdtttlonstOrFeil tpec[ea RNa{iNaen}
R/W EOP ROAD C/L Filter Fabric EL=7.00 EL=7.00' EL=7,21' R/W Annual lespads2a (Kobo in Rye (grin) 120 Piedmont and Coastal main,
Approx. Limit of Spoil 0011 KOrean in Mountains) 50 Sttedinp dates
Bulkhead Depsosition Area I twit annual lespeda2a drhen duraiaae! tomporaty~ver i9 rot to extend 9JOUnlains-•Aug. t5 • Ds~ 15 beyond June. CoasAil Main and I~iedmon!-AuQ. iS • Qoc ~ `
Pavement Surface _ , Seeding dates Suilamendmenta 5, htoucneins-Atlova 25t>D fz fob. t5 • May 15 Fdbw e4d 1<Sts or apply 2,000Ihbcre ground agricultural lanostpno a>ad
Existin Grade Elevation - 4 Elevation = 5' 9 Slope = .25" er foot Slope = .25" per foot - - - Existing Grade E Bobw25081t:Fak, t .May 1 1,000btacn 10.10.1oferta2w. E Fiedmont~lan. ] • tray 1
Coastal Plain-Dec, i • Aor.16 tAufth (000 b,'acre straw. Asletar pnw .i T APPh t~V wCl u O P uu1 netlln /-l UN
5 I~~ ~ ~ i i i i 2.0 ~ ~ ~ ~ . p. ~ ~ ~ ~ ^i or a match anchor: loot h Disk wi0t eEadvz set near atr:i cark be Saltatnendmants "4 Ir gEtt
8" ABC Base Pervious Min.2~ ~ ~ ~ ~ ~ ~ ~ ~ ~ oil a osition Area ~ ~ ~ - 1 ~ Asphalt Grass per , i i i i i i i,,, ~ ~ ~ ~ ~ F'olbweeoammondatiotTSafsoiltoatsorapptY2>OOOlbra~vegoundagricut• usodasamukhanshoriagtad. lurailimestone ind 75C IblaCre #0.10.10 fenllizar.
Specifications Approx. 2esr -r MBEntenance ~ Mpi~h Repair aed nbrtilite damaged arose Immadetaly. Topoleoa wiar 50
Apply 4,OOOlbtacre straw. AAr:riOi straw by ta4kiAp vnJh asphad nol6ng, itNaaa d nitrogen h March. M i q nocasaary 14 exend lempwary Dover
Silt Fence Existing z, ~ Topography Estimated ar a mTdch ancnainp mat A disk with bladoe wt rearly straight can be boyond June 15, ovaraoed *kh 60 lb,+aas Kxa (Piedmom and CoosiFTt Piab) or Kaean;Mourdeins) laapedeza lnlalo Fetxueryoraady Maxh 'mOted used es a nwMh aneharinglool.
Maximum Areo= ~m Areo= 0 c.y. tdalnle"ttrtca , , , , , ,
404 Wetlands Elevation = 0' 560 c.y. CROSS SECTION H-H Line EXCAVATION CROSS -SECTION Relelirzetl praneh isnot fulryadegwtaResoad, roferu'p2eand mulch im•
motGhlay toMOwirs aasbnar Other damage. Tebie 6.11v Seeding No. 7CP tor: Seeding Anxture R~ , , , , , , , ,
Not to Scale NOTE: S oil De ositon Area Shall Gress-lined hen r DGER C eels, Spacba Rob (Macro) S A 1/ Cotlstal PIeID, Lower Common Bermudapraea 40.80 (1.2 b11,000 tt2) I-
r Be Slo ed Towards Bulkhead To App, oxlmate Edge p , . Maintain Sheet Flow Piedmont, and D Soils in ~ Table 6.iOb ry
Of Federally Existing Pler Lme 7empOraty Seeding Beading htixture the Central Pledmom Seedin dates A Y ReeammenQatlonstar Sprats: Rata(Iblauaj CoasblPiab: Apr,•Juy U
Approx. Limit of Maintained Channel Excavation Slimmer Germadmi~t +i0 Piedmont: Apr.15•June30 , , ~ ~ ~ ~ ~ , ~ ~ ^ ~ ^
Approx. Limit of Existing Pier Line la tho Piodmord and Mounteins, a sma0•stamaltt4 5udanprass may bo ~ cubsidutod at a rste of 5D blacre, II Q
F Excavation F ~ CROSS SECTION F-F So amendmema m Apply Imo and fengizar aaordirlp 'o sail beta, or apply 3,000 Iblaere
"R EXCAVATION CROSS -SECTION Seeding dates ground agricuhunl lirtwaona and 500 blase 10.1o•101ertilizer. Maunlabls~aley 15 • Atq" 15
-z.56 Elevation = 0' -5 / I ,tt ~ Piedmont•-latay 1 • Aug. I6 ~(oh Coartat Plakt-Apr. 15 • Aug, t6 Uaa jute, exalabr meninp, a othe± effoedve dannd lining material b
I -9 Not to Scale I / ~ I -3 - - 4 6 -7 -8l 50 coverihe bottom M channels and dkchea. The Gnirlp should axbnd above
I I I / Sell am8ndrttehte the highest calcvlatad depth of lbw. On channel Lida abpea above this S . ANDERSON B LUD Folbwroc+ommortda6tmsotto6tastaor~lpry2,hDObfxre round rwr,k heght, and in drainage not nquir; u n tini p ag n8 mP° ry ^Ae, aPPy 4,000
~ 8 tarot timaalone and 750 blears f 0• t0-t 01en112er. Macro grain grnr and anchor error by ataplinp Wooing over the top. ~ H I g h W (7y 5 0
' -7 ' MuiCh Mulch end arxilorinp mabriala must Dot be albwed to wash down akTpes
/ Ri anon Corridor ' ~ Approx. L p , _ 6 Existing Pier Line Excava _ Approx. Limit of A rox. Limit of whenttaycancbgdrainapedavbes. PP Appt{ 4,000 braaa straw, AM1Chor straw by taadAg with asphad, ns8 ing, Excavation a a mulal anehlxing tool. A dirk will, tfades sat Weary straight an be
P / , , v Excavation Estimated Amount of Material To G , used as a mulch enohariny toot F A minimum of 3 weeks M roquirod for eatebliahmant.Inspect and repair
Be Excavated: 169.88 c.y. _ , , - , Pro'ect Total ~ ~ - _ , mubh irequamly. RefenOae the Idlowing Apr. with SO blase nitrogen.
90. , ~ _ _ 5 _ Elevation - 0 _ / ~ _ 5 2,88 "~'"t~"~ VICINITY MAP N.T.S _p,BB Ra!aMi82eilgrowihianatludyadequale, Reseed,re{e:tiliteandrrrdehim Refer to AapeMix 8.02for botanical names. I madiatpy fONowing YroaiOn or olherdamage,
P ~ X12 I I I i i / ~ .20 -7 -6 I -4.5 -4 -3 •3
Minimum 3 ~ _ 7 Setback ~ , ~ - 4 I I I -
/ ' From Federally Ripcrion Corridor - , . \ ' I TeWe 6.11p DAIYE STEEL POSTTS 18" INTO GAOUNC ATTACH WIRE FENCE TC POSTS AND SeedingNo.lCPfor:Well•to Seeding mixture
Maintained Channel / ~ ~ , ~ % v ' i " Mooring \ ~ V i ~ AND EXCAVATE 0. 6"% t)" TRENCH UPHILL ExTERD THE BOTTOM OF THE FENCE B" PoorlyDrelnedSoflsvAth SpedasT Rab(Iblaaa) GONG THE LINE OF POSTS WOOD POSTS INTO TNC E%CAVATED TAfNCH, GoodMolstUreRetentk)ni Tagfescue eo
Pilings , " I \ 8 4 IN DIAMETER MRY BE DSED~ LOW Melntenance Pensacola Bahiagnss 50 Sericea lespedeza 30
i ~ + / ' ~ ~ Estimated Amount of Material Tc NOTE: Peers ..hoNn In , , ~ , \ Kobelespedeza 10
, ~ ~ _3 Be Excavated: 169.88 c.y. Perpendicular All nment / ~ ~ \ - Pro'ect Total 9 MAx. 10' Seeding notes
With Banks , ~ 2s' ~ l _ - " Channel / . I \ CROSS SECTION B-B sETWEEN 1. From Sept.1 • Mar,1,use unsrar(fied sericea seed. - Posrs , 2. Cn I drained silos oma sericea andncrease Kobe to 301Naae.
RipananCorridor ; \ Approxi ate Boundary PIER CROSS SECTION i~ar 3. Where a neat appeanm;e is desired, omft sericea and increase Kobo
e av Ion~Dredgmg TYPICAL ALL PIER SECTIONS - ' T, to 4oblacn. ABOVE MHW LINE
r ~ ~ I ' ~v Area. I , , ~ m ct Area 1 _ \y\ 2 Not to Scale -.gip. E" Nureeplatna 0" Between Apr.15 end Aug.15, add 10 blears German miNm or 15 blazxe
/ , /1 ~ ~ ~ , °3 ' ~ ~ ~ ~ ~30' i A ~ \ STEP 3. STEP 4. Sudangrass. Prbr to May 1 or aher Aug.15, add 25 b/aae rye (grain). ATTACH THE FILTER FABRIC TO THE WIRE aAC%rrL THE TRENCH Aral COMPACT
/ o/ 6' FENCE AND E%TEND THE BOTTOM OF THE THE SOIL FIRMLY TO ANCHOR THE FABRIC 6" INTO THE TRENCH. BCTTOH OF THE S1L' FENCE SC THAT Seeding dates Runofr Is Faxcfn to se THSOUGH THE Bea PMabM
' / 20 - \ Mooring ~ 4 ~ Q ~ - Rhnge ~ P4 \ \ - FENCE AND CANNOT GO UNDEP, IT. 2"x8" P.T. t Eady spring: Feb. 15 • Mar. 20 Feb. 15 • Apr. 30
\ / 0C \ \ Stringers ®2' o.c. 2"x6" P.T. Decking p T - n Fall: se , i • Se 30 Sept t • tkt 31 r to PL
i ' ' ~ ~ ~ ~ , 2 ~ \ \ ~ 6 ~ ~ A V A• ~ { ~z . :A E -j,.y . ~
~ ~ ~ ~ ' S _ \ \ \~2 , ~ ~ I 5 B" Galy. ' ~-""i'`~ Sollamendmenta Bolt ~ T` ' s ~ sk Appyimeardfertilizeraccordingtosdltests,orapply3,000•S,OOOb/aae s Thru 2x8 P.T. Joists ,
-9 ~ ~ v ; ~ l ~ \ \ \ i \ \ S T . ' r f , ,'.I--1 groundagricukural0mesbne(uselhebwerrateonsandysoils)and1,000 ~ YP ~ ,;~T:'?~ b/acrel0.1D•10fertil¢er.
-g ~ ~5oa 'Z-.. ;J ~ Mulch
\ \ \ 0 0 0 ~ -7 ti ~ o Q oQ 8 -12 die. ~r" ~ ~.;n„ , ~ Apply 4,000 blase grain strew or equivalent Dover of another sukable P.T. Pilings Min. 3.D' SELTIOII mukdl.Antdloratrawbytadcingwithasphah,netting,orravingabyaimp•
RoT~: Eonw or t; l te• taDrtc aeast ne ing whh a mubh artd+oring tool. A disk whh lades set newly avaght can xEwHT: placed;~trenchaodsecureeer beuBedasamubharletlori tool.
BULKHEAD \ Deeded common Ar To J 'G ~ 1 OQ DETAIL - \ ~ `~omeownera Aceocio n ~ ~y ~ A X, MFX, STEEL POSTS either back`il lino with soil ~ eaterizl and taming or dy Dlac it r WIRE FENCE 1H06 WTAE° Washed stone to a Weight of 6"
Not to Scale 2" X10" -5 ~ V~.e ~ ~ pre;, ~ aDOVe ground level. Malntenanee FILTER FARAIC Mgrowrthielessihenfullyedequate,nfeNlizeintheaecandyear,accad-
wall cap ~ ~ A~ ~ ~ , Pro osed Tap wafer _ _ Ae„ A ~ \ p Bulkhead _ ~ , o, k+g bail beta ar topdresa wkh 500 INaae 10.10.10 fertilizer. Mow as Borrow. er ti I RE FEUa AND needed when sericea b omhted from the mixture. Reseed, IeNI¢e, end - FILTER FARAIC auAlEn mukhd edareasimmedietel .
r---- ~ ~ X \ ti\ 10' 4 , v, - ~ ~ a:~ ~1M' tr, E%CAVATED TRENCH, anl8g Y 6" _ _ _ _ _ _ _ _ _ ~---a•EE: PC;1 pklYEh l RITC GROUND -
o - ` I t~P~ +ReiertoAppendu•8.021orbotanicalnames.
\ \ \ `b e ,1 i \ ~ i x \ 7.5 \ , 5 - - - _ - - - - - - - - i~l, :M1~^C
\ ~ u: ' ~ y ~ S a Mid. Hei ht Wafer o -3 ~ ~ \ ~ ~ ~,p
0 0 ~ \ ~ i ~ ~ ~ ~V° Interlocked B \ rrp, ~ gyp, , ~ ~ J
- - - - - -
d Un er Lower Limits of Coastal ~ \ \ F ~ " ~ 0 100 Offset ~ , ~ \ \ \ i DredeS (1 '/r ~ ~i )ffset _ _ _ _ _ _ _ - _ _ - - _ - _ = _ - - _ - Min, 8' CROSS SECTION C-C - - - - - PIER CROSS -SECTION
o Bottom Wafer ° Vegetation/Water Llne \ ~ , g ~ < From MHW Llne Depoekion ~ ~ ~ \ \ i 0 0 , ~ j i Aroa 9 ~ i~ ~ MHW Line - _ _ _ _ _ - - _ _ - . _ _ - _ _ - _ - TYPICAL ALL PIER SECTIONS
\ \ i ~ ~ d 40 Proposed ~ ~ ~ House ~ ~ ~ ~ , Gad L ne EI a on Va ie \ ~ ;tib ~ ~ 1 p - - _ - BELOW MHW LINE _ - - _ - - - Not to Scale
' ~ ~ ~ ~ ~
I I I I I I I I I I I I I I I I I I I I I , ~ -2 \ ~ F ` ~i ~ 1 ~ ` I I ILaR I I I I I 1 1 1 1 1 1 1 V I I I ~ ky ~ ~
1 1 I ~ \ ~ 0 ~ i t / , i ~ 6 alelrs I I I I I I I I I I I I I I I I ~ ~ ~ F` ; ~ ~ 5 S ~ , 6 ~ _ - _
i I in, 2' I I I I I I I I I I I I I I I I _~1-~_: CAMA MHW Lme ~ \ \ ~ ~ i ~ o, ~ , ~ 9 ep , , , - _ sl S - _ _ - - -
I I I I I I I C \ ' , ` , ~ ` 17 rec t'o \ s I I I I 1 1 1 1 1 1 I I ~ \u ' , ~ ~ ~,p ~ ~4D i V o I I I I I I I I I I I I I I I I I I I I I o'P•
I I ~ i , i ~ .5 I I I I I I I I I I I I I I I I I I I I ~ \ ! / 1'~ ~ ~ ~ ` ' 15.5 - / ~0 ~ - ~ .2"x8"P.T. ~Qy ~ _ _ _ _ _ _ _ _ _ _ _ , ~ _ ~ Strngers ®2' o.c. 2"x6" P.T. Decking
~i~iLil ~.ivLi~iLiLiLil ~ivLiLi~i iLil U er Limits of ~ ~ ~ ~ DO
I I I I I I„ _ _ Coastal Ve station 1 , - ~ ,Dredge spa6 ~ ` ~ ~ , ~ n- ' q, I I I 9 ' ' Deposition , 'r \ ~ ~ ~ ~ .0 ` 5/8" Galy. Bolts Thru 2"x8" P,T. Joists
I I ; ~ I ~ ~ i ~ Aroa , \ ~ T o ~ ~ i CO ~ Drrvewa ~ QO ~TYP) ~ .
2" Nominal Minimum PT 2 ' , ~ y \ ~ ~ ~ o~'F ' ' A y i i ~ ~ Note: Upland Side Of woad Or Vin I Sheetin ' ~ ii" ~ ~Q ~ , - ii ~ 18 ~ \ i 18 ` ~ ~ 3.0' above MHWL
Bulkhead Must Be Y 9 Bulkhead To Tie Into \ 4D PHroopuo~ed \ ~ oN \ ~ o Constructed nth A ~ y~ ` A A ~S v i h i i i ~ ~ CONSTRUCTION ENTRANCE DETAIL
Penetrable Flter Scare Tim r Existing Bulkhead On ~ \ ~ \ Di,, ys 10 ~ ~ q be Pile Fabric ~ J 'n' i ~ ~ x q~ fe, ~ Driveway 5.5 Adjacent Propert~~ 31,1 .r ~ ~ , ~ ~ ~ ~ ~ 5.5 ~ ~ ' SlQ
18 _ _ ` - - ~ ~ MHWL
~ ~ ~ 15.5 V I s ~ 4_ - ~ ~ ~ _ ~ -
Proposed ~ ,off ~ 15.5 House ~ ~ .r Approx. 2.5'-3.0' \ / mr,
PROPERTY LINE 30' setback ` ~ `4 ~ ^~o~% 35 15.5 --_40 20 Approx.MLWL
From MHW Line 5' 2 ~ ~ ~ ~ ` ' ' ~ - -10 ~ ----8 a / 30 ~
Course ~ ~ 15.5 i i ~10 Driveway 30 Bearing Distance ~ ~ ~ , ~ , , AEC Line ~ Y ~ ~ 15 ~ ~ h ~ ~ ` 8"-12" die, ~ _ - ~ . ` e•ml" r P.T. Pilings 2j Septic
° ~ ~i , S , • 15 r 2~ L21 N 53 45 14 E 32.65 7 ~ rv. p, ~ ~ ~ ~ 1~ ~ 15.5 (5 Offset Frc,~~ MHW Lme ~ so ~ 3 rea 30 ~ ~ za• ,ti,~ _ Repair ~ ro°".~areeate ? s
L22 N 67° 10 32" E ~ ~ ~ ~ 32.07 12r 77, ~ ~ ~ Driveway 6 ~ Area 9
~ i A ~ , Driveway \ ~ L23 N 70°38'26" E 41.42' ~ ~ ~ Pro ~ r ~e o , 6 ~ ~ po - , d / ` \ ` / ~ ~ _ 0' Septic Setb
L24 N 45°27'30" E ~ ~ Aar ,o , 15.5 House 32.52 100 Offset ~ %s y h \ / ~ (Typ. All P/L) - - _ - - i ~ ~ - -
L25 N 87°41'38" E 25.30' Fro 9~o~i~ r; ~ ~ ~ Driveway i m MHW Llne ~ ~ , t `~20 ~ ~S _
, N 65°37'38" E 12.88' se tic
MW SINE ~ ,4.; p ~ Area ~ ~ Septic ~ ~ Uj ~ _ Q• Area ~ > ~ Q, - -
50 Construction ~ ~ ~ ` Driveway ` ro ed ~ Entrance . _ poe 9 ~ p, ~ _ _ _ - _ _ _ l ~ ^ - - - - -
i , House., ~ Q Course Beann ~ ~ g Distance , - ~ C, - - _ _ Mi,B'
5 ~ '.:0: ~ 404 LINE TABLE ~ ° ~ ~ ~ , Dnveway ~ L27 S ~9 13 1 ~ Vd ; 6.'?6 ~ Repair> i ` ~ Area ~ ~ ~
° ~ 'S CAMA W ~ ~ ~ ~ , 5 ~ , - - ~ ~ ~ S Q
ET~AN~S L3 S 76 2~ 31 W , 19...3 4 Course Bearin I a 4' a I ' ~ ~ ~ . . ~ o" 9 ~ ~ _ _ _ _ _ ~ v i 1~ -
g Distance ~4 N .9 5 , 49 W 1 ~.~~9 / i ~ ° S ~ ~ ~ 1,~ -
A ~ Driveway ~ S i ~ ~ \ L1 S 55°39'58" W 19.90' L5 N 19°23'18" W 28.:57' p , ° , „ ~ i i Proposed ~ ~ ~,,pp s Septic 7 S S ~ ~ - , ~ _ _ _ - -
I ~ C 7/IoZ/I~Z~n IAI ~ nci i F I\i S~ti (1~ 1~ Ir11 11 1(1 i u,....,. ~lTe~:~iw Aron
L~ / `t J't J / YV r v^ ° v~ Lai vv i i . I V ~ ~ / 4 ~~,.oo ~ / o I ~ ~ L7 S F~ 03 26 W ' ` ` ` Repair ~ ~ ~ ~ V~~`;~ ~ J _ ` - - _ - -
L14 S 65 39 28 W 37.4 41. I ~ 2 , / ~ 0~ _-C~ ~ - - Repair ,(V ~ ~ _ r _ - _ - - - - S 0 ~ i - - „ ~ACea ' 0 D~, ~ - - - - _ _ - ~ - - _ - -
L15 S 68 11 30 W 3 ~ L8 S 44 25 36 W 21.~~ P i ~ , 2.47 0 ~ ~ ~ ~ ~ - _ _ - - ~ ,,r - - ~ ~ ~ . ~ i 0~ . ~
L9 S 19 50 39 E 26.8 ~ ' oh N 6 ~ ~ ~ C L16 S 54 39 33 W 58.82 ~ ~ ~ ~ ~ i S
° ~ ~ 0 S ~7 25 40 L ~ _~4 G ~o ~ L17 S 86 12 50 W 23.74' I ~~I ~ ~ ~Q ' . ~ 0' ~ L11 S 46°21 1~ W ~ 9.<_.e i I ~j, ~ h h Q' ~ i i h h S. ~ ~ j, ~ i
~ 6 L20 N 25 00 57 W 68.32 ° , ~ ~ ~ ~ ~ 2 ~ ~ Septic i ~ 6 ~
o L12 S 49 .~6 -+7 W 22`0' S 1~~ Area ~ i I ~ ° ~ ~ .I e-~ , L28 S 38 10 00 E 23.93 Li 3 S 80 3e 50 W ~ S ` ~ Repair i S ~ ,S •0 ~ 3 0 ~ i
' ~ Area ~ ~ / D ~ , F ~ So , ~ S 0 0• ~ CROSS SECTION D-D
~ ~ ~ Q 9~ h ~ PIER CROSS -SECTION ~ ~ •Q ,S ~
LOCATION OF LOCATION OF ' ~ ~ SPOIL SPOIL ' ~ ~ ~ ~ ~ O~ ~ ~ ~ ~ TYPICAL ALL PIER FINGER ~ ~ ~ F ~ SECTIONS
OFFLOADING OFFLOADING ~ AREA AREA ` ~ ~ ~ ~ S ~ ~ ~ ~ i ~ Not to Scale
,h 5 5 8. ~ry
~ ' ~ i ~S S s'
r aaunscruNt~~ 8 • 0 S Q, ~ i
8 10 F o1 S ~ „ ~tij 0 0 2x8 P.T.
ors ~s - t a~` ~ J 1448 2449 i ' 0 ~ 9~ h Q ~ Stringers ®2' o.c. 2"x6" P.T. Deckin ~ 0~ S J ~ g ~ A ~ ~ V
V ~ ~ ~ , \ ~ \ 5/8 Galy.
~r~ O 4J lye 9 "V i \ ~ NOTE . Pier Cross Sections Bolts Thru 2"x8" P.T. Joists ~ i ~ ~ ~ i ~TYP.) Approx 1'-2'
0495 3~ ~.I~ S~ ~I ~ ~ ~ ~ ~ Show T Ical Cons~ructlon Of
S NOTE: RIPARIAN CORRIDORS ARE DEEDED S 5 452 PROPERTY LINES (NOT EASEMENTS.) ~ ; ~ , ~ 0 S ~ YP 5;0, ~ h <v o s o Entire Pler le. No Covered MHWL
M1Z / lT.
NOTE: SEPTIC AND PEAT REPAIR AREAS SUBJECT TO ~ PENDER COUNTY HEALTH DEPARTMENT APPROVAL. S o P ~ Structures Boat Lifts etc.. r ' 0 9~ ~ ~ ~ App ox. 2.5 3.0
6 ~ ti Q ~ ~ .Q S h ~ A rox. MLWL i ' S( --------PP-----
~ ' I ~ i I
u X21 1 c 64 ~ i9 ~ u u
Q ~ ~ MINIMUM MINIMUM MINIMUM V 0 bo , DISTRICT SETBACK FRONT SETBACK REAR SETBACK SI M ~ ~ 8 -12 dia. ~ P.T. Pilings
~1 0350 2 DE SIDE ~ S ~ ~ i
Note: Spoil will be off-loaded at the area shown R-1 OCEANFRONT 7.5' ' 0 i i • 0 ~ _
5 and Placed on a plastic liner and covered with plastic temporarily until transported to the ~ Q~ 0' ~ _ h
Stanwick Shores site. Silt fencing will be installed ~ 5. 1 ~3 OF LOT DEPTH ,
to revent sedimentation to Banks Channel. R-2 SOUNDFRONT ~ 5 TO 33 ~ NOTE: There Will Be No Fill In - _ - _ = 1 ~ ~ 404 Wetlands - _ - _ ~
R-4 NO WATERFRONT 20' 15' S' N _
u' ~ _ - _ _ oQ ~ 8. ~ - - -
0 0 0 ~ - - - I / s,o - - - - _
Q Total Area In AEC. _ - - - - - - - - - - - _ - - - - _ _ Min. s' ~o ~ !y 14,080 s.f. _ _ _ _ _ _ _ _ _ - - - - _ _ - - ~
CROSS SECTION G-G PIER CROSS -SECTION
- Im ervious Area In AEC: _ - - - - - - - - - ~ 1, 41 s.f. _ _ - - -
Not to Scale -
~ Percent Impervious: _ c,_ . _ - _ - - _ _ _ _ _ _ - _ _ r r ~
Septic S stem Setbacks Y 3 11% - - ; - - - - C , .v - ~ - - - ~ _ 0 ~_Z~ 'CSC U"C -
Mooring 10~ _ ~ _~D _ - ~ - ~ - -r, ~ - ~~t' - - - _~v - -
Pro ert Llnes Pllmgs ~ Construction Sequence _ ~ - _ - - - _
5' Buildin s j' 1. A temporary gravel construction entrance a minimum of 50' tong will be established.
LEGEND
MHW 1 ' 00 2. Silt fencing will be installed. JO
3. Establish vegetation in designated areas per seeding specifications. ~
Bulkheod ~;~i _ _ 4. The paved road will be constructed. f,`.
Stalr P Property Line o 0
5. The bulkhead will be constructed. N
L Lot Line - - c•~ 6. Dred in wilt be erformed and dre e s oils will be laced behind the bulkhead. ~
Fin ~ _I I ~ .;a,
Pi III- e Building Setback - - - - - - - - - - ~ x; ~ _ _ ~ . The pier well be constructed. ~ Q rY'M1M1 ~ p ~~e 1t
L!.? V ~ Her •'2. ~~a 8. Silt fencin wi ~ '~~~~`~~"v ~ g II be removed after the road is built and permanent vegetation has been ~ ~
- s =1 septic setback - - - - - - - - - - established m desi Hated areas. ~ i~ 9 ~ ~
I~I_ -I A1. ' iw
_ _ _ I ~ 1' - _ s 9. Silt fencin will be installed rior to construction ~a 16679 g p on individual lots On a lot b lot ~ ~ ~ ~ ~ Y a Silt Fence ~.~~--;.~;.5=,~ basis. ` 1'~~y
MHWL - - - ~ CAMA rP ~E ~ fi., ~,r ~Cy :i~~.
"2~- ~ ~ 0~ 404 Line 10. Silt fencin will be removed after completion of construction on individual lots On a lot b lot basi .r+~ ~~:,~.^'.I
NMLWL - - n Flaw Direction ~
MHWL 11. Erosion control measures other than those shown on the plan will be installed should
-2' Property Llne ~ ~ ~ the need arise. i------~
0 15 30 60 S Spoil Deposition Area i i
Existing Elevation
_3. - - - - - - - TOTAL PROPERY AREA = 1.58 ACRES 68 605 S.F. ( IMPORTANT: BY NC LAW, GROUND COVER MUST BE ESTABLISHED
TOTAL DRAINAGE AREA = 1.58 ACRES (68,605 S.F. WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS (WHICHEVER IS PROJECT AREA = 1.58 ACRES (68,605 S.F.
B Note: Total Pier Length=198' Boat Sli r P ` SHORTER) FOR EACH GROUND DISTURBANCE. DISTURBED AREA = 1.35 ACRES (58,806 S.F.
-7' -6' -5' -4'
MAXIMUM IMPERVIOUS SURFACE = 17,151.25 S.F. 25~ ( )
• • ~ ormw er im n i a n o n
ure. ro ec . R CEI~I i e. anw~ c r s
ED ro i n - 0 on r o n a an
JUL 2 9 2004 ci n
ICI
evasion a e. a e. - ~ ca e. -
rawn ro ec

CROSS SECTION D-D
CROSS SECTION A-A PIER CROSS -SECTION ROAD CROSS -SECTION Table B,tQ& Table 6.iDo TempOratySeedlnp Seedlnpttplxtutg Temp0rary5eedlnp Seedinpmlxture
Not to Scale TYPICAL ALL PIER FINGER RepOmmendadansforLeto SpeclN Raw(tbfacro} RErOmmtutdatlonsfOrFail Spec[ea Rate{fbrtea} 1NioterandEar 5 tin Rye (grain) t20
SECTIONS ry p d Rye [g'sin) Ize AnnuaF lespadeza (Kobe in
Not to Scale R/W EOP ROAD C/L Piedma+x and C0aslal Plain, Iforean in Mounains) 50 Seeding dates ~1
EL=7.00' EL=7.00' EL=7.21' R W Olaitannua#les dv2awhandafatiOnctSDm at OpYerOreAlkoex[end Mountains-+1ug,t5•Doa15 Pe pa Y , Coastal Plain and PiedmnM-Au . t3 • Doc. bsynnd Suns. 4 ~
/ 6'
' 2x8 P,T. Seedlrg dates Soil amendments Mountains-Above 2500 h: i'6b.15 • May 15 FOlbw soil lasts or apply 2,000 Ih'acre ground egdcllltursl 6mgstona i'atl
Stringers ®2' o,c, ~ 2"x6" P.T. Decking P avement~ Surf ace BebwF500h:Fa0, t • May 1 1,OOCIh+acre 10•t0•tOfeAiSSOr. Pi9drrgnWsn.1 • play 1 y ~
I _ 'Sloe = ' Existing Grade ~ ~~-Sloe - .25 er foot p .25 per footer Existing Grade 5/8" Galy. Coastal Plain-Dec. f • A,or. t5 MulCh 0 SA ~ SOUND Agpy 4,000 Ith'acre straw. Anchor straw by ttcking with agpHa9, trading, \
i - - - - - Bolts Thru 2"x8" P.T. Joists 5611 emandment9 or a mulch anchoring tool, A dis#l Willi bEades sal neatly straigst can 6e
~TYP~) Approx 1'-2' 5 - I I I I F'oppwreoommondationsofsallosssorapply2>4001aanegroundegTi:ul• usodassmulchas~hvringtaoL i C T im n n 7 I etD•t0-1 lenii a ~ .J I turall eats ea d SO bnacx 4 Ize.. i
I 2.0 I S" ABC Base ' Pervious i Melnfenattce \ ; Repair and nferilite damaged arses immadietey, 7opdress wish 50
. ~ As halt Grass er ~ MHWL Speaficatwns MHWL Mt11Ch Ihlacro of n en in Mach M p is nacessa to edlnd tern ra ceval '--z--~ Appy A,t700 Tolacro straw. ArxhOT straw by taCkiag vGth ?spha9, Mlting, boy~np JBn~ , ovasoW with 50 Iblacre KryaOe (FNdmon: and Cwstal
Approx. 2.5'-3.0' aF a mulch anchoring top1, A cask with bdedas set neary sNalghl Dan be plain) or Kasen (Mountains} lespedeza to taro Fetnuary qr Daily ManCh. Used as a muldl anchpringkaol.
APProx.MLWL approx. MLWL ~ ~ ~ ; ; ~ ; ; ; - - - - - - - Malntenartoe . ,
Refeailizeiigrax;hisno!fulyndopuato.Resped,rofariitistandmulchim•
rn6diAlalylpNovlrrgerasbnormhardamaga. Tebw6.11v ~ ~ , Seeding No.7CP for. Seeding Mi~ure R~pG , . , .
Ivl i ~ i'V , - P.T. Pilings GratsallnedChannela; SpeciNt Raw Macro ERS t ! ~ AVE, , CoeetelPialn, Lower CommonBermudagasa 40~80(t-21W1,000ftz) , , , , ,
Pledm ~ Table 6.18b oM, etW Dry Solis In
~a~~. ~°ar;n^ Disiarce Approximate Edge ~ ~ - Ism Drs Sidi Seetlin mixture the Gntral PledmoM Seedin dffiee Y p ry ~ 0 D . RecOmmeRd~fanSfot Speclee Rile{tbfauo) CoastelPbin: Apr.•Juy U_ ~ ~
~o~ ~ ,r„ ; r nh. Of Federally Existing Pler Llne - Summer Oormanmillet 40 Piedmont Apr. 15•June30 3
_ ' ~"}"'y Maintained Channel _ _ In the Fiadmad and Mpumaias, a small•etammed Strdangrass may ba ~ ' ' ' - sullssitutod at a rye of 50 Ih+acre. Soil amendments Q
~ ~y m I
\ Stpadln dates Appy kme and fertilizer according tc sag tNb, or aPPy 3,000 INacro ~ ground agricukual limestone and 50o pa'alxe 10.10•tOfertilizer. Mptallmns~alay 15 • Aup,15
/ RedmoM-May 1 • Aug.15 Mtdch - - Coastal Pfaen--Apr. 15 -/wg.15 UN )ute, oxalaior moping, or otfrr dlacliw charnel lining material b
- - - ' ~ / ~ - - - - cover the botbm of dunMle and ddchee. TM inirlp should exwnd above
- _ J r~°uJ L~'' ~~Y i .1 ~ / ~ ~ - Miri. 8' Sall amendmenlA the higMat shoaled depth of lbw. On o'tu1Ml eido tbpee above this Falbwrecommendoliansoisaltestaoraippty2,Oo0btacrregr0undagrcul• heght, and in dainagw rot requhing temporary linbgt, eppy 4,~0 ANDERSON BLVD
, 1 ~ m 37' Setback ~ ~ - - - - S ' P . '~~~'~0' ~ Minimu _ - - , I _7 - - - _ _ blaero rain tlnw erd anchor straw I Mtd - - - - turaltimaaloMand~501h+arrol0•t0•t0lenilizer, g byswpl'rg ngoverthewp.
~ - From Federally ; ~ MuICh Mubh and enchonrp meUrialt mutt not ha albwed to wash down elopes
- _ - _ r < - - y , i_ I J 5.,,`' Maintanded Channel Riparian Corridor - - - - - 6 v, r ~ ~ ~ - - Appy 4,0061~acr0 straw. Ar~h4r straw try tacking with asphafl, netting, when they can ebg dniMge dwkcee, _ _ ar a mulch anchoring 1001. A disk wish tlladas sat neary straight cTn ba MelMenatlco
P / ~y - _ _ _ _ . _ I J -~h L1 - - - _ _ _ used ae a mulch arNrh~ing tool A minimum of 3 wNks is roquted for oatabpahmeM. Inspect and repair
- _ _ _ - _ - mukdt frequemy. Rofertilae tho lolbtdng Apr. wth 50 blase nprogen. - - Malr?tenuttt;e VICINITY MAP N.T.S
-,o I - ~ 5 / ~ ~ ~ - - - - - - _ c ~ - ~ - _ ~ - ~13 ~ JO' Ut' so~ ~ -5 - - - - _ _ - - _ _ - _ P" . _ _ _ Rs!oNilizoggrowltlitnatlullyartequata.Resead,reiaailitaandmalc>'rim• IRdertoApperdix8.02forboUnicalnalnN. _ _ _ m9darolyiptbwingerosgnaalherdsmetge,
• ~ ~ = - ---r - - NOTE. Piers Shown I P ~ _ - _ _ n ~ ~ - - - - - - - ~
Per endicular All nment ~ ~ P 9 18 _ __-4 TebleB.11p
With Banks Channel ~ / ~ % / ~ Riparian Corridor ~ ~ ~ gIIYE STEEL POSTTS I8" INTO GROUND ATTACH HlRF FENCE TC POSTS AND SeedfnpNO.1CP1or:We11•to 5oedlnpmhduro
/ /.n ' \ / ~ ~ \ PROPERTY LINE ~ , AND E%CAVATE A 6 % b" TRENCH UPHILL EXTEND THE BOTTOM OF THE FENCE 11° POOrIyDntr?edSolltMrlth SpsdNT Rau(Iblaaa} ~ONG THE LINE OF POSTS. W000 POSTS INTO THC EXCAVATED TRENCH, GOOd ttblstute Retentbn; TepfNCw 80
~ \ ~ ~ ~ . ~ ~ B' \ IN DIAMETER MAY DE USED PMiaCO~ltahl~ass 50 Low MelMenena Sense INpedeu 30
Course Bearing Dis~ance / v, ~ ~ / Kobelecpedeta t0
o I II I / i O / \ - - -3 I V OT . I. ~ _ - ~ E Pler Cass Sec L21 N 53 45 14 E 32.65 / ~ ~ ~ -t:~ s s Sections ~ ~AX. - ~_w , Seeding notes
\ _ - _ CROSS SECTION B-B sETWEEN t.FromSepti•Mar.l,uNUnacarifiedaericeaseed.
L22 N 67 1032 E / Show T Ical Constru 32.07 Rlp°nan Corridor ~ \ r A YP ~ ~ ,'f5 ~ pproxl ate Boundary o I II I \ \ e Construction O f PIER CROSS -SECTION Posis 2.On pDOrly dakked aNeaomit Nrioea erd inaeaee Kobe to 30IWaae. 3. When a next appearance b dedred, omk Nrioea end inaeaae Kobe
L23 N 70 3826 E 41.42 / ~ , , ~ A,~ Of Excav ion Dred in Entire Pler le. NO CC \ e ~ 9 9 ~ TYPICAL ALL PIER SECTIONS me0b'''c"• No Covered ABOVE MHW LINE , ; - T,
L24 N 45°27'30" E 32.52' . ~ : - ; a A a -2 Structures Boat Lifts o I II i i i 0 ~ y°~ oat Lifts etc , . Not to Scole " ~ - ~ N&~plame5 and .15 add 10 pa+eae German millet or 15 b/acre g 6' ~ ~'g
L25 N 87 41 38 E 25.30 ~ ~ ~ o i II I ~ 1 \ °f STEP 3, STET' 4, Sudargrasa, Prior to Hey 1 or alto Aup.15, add 25 blacn rye (gain). ATTACH THE fILTER FABRIC TO THE WIPE BACN~TL THE TRENCH AND COMPACT
L26 N 65 37 38 E 1288 _ ~ 30' ~ ~'e ~ - g~ FENCE AND EXTEND THE BOTTOM OF THE THE SOIL FIRMLY TO ANCHOP. THE FABRIC 6" INTO THE TRENCH, 00TTOM OF THC SILI FENCE SC iHAi Seeding dater RUNOFF IS FORCED TO GO THROUGH THE ~eq POtabN
\ "V ~ ~ I v 2' XB° P T FENCE AND CANNOT GO UFdIER IT. s F.any eprirg: Fab. 15 • Mar. 20 Feb. 15 • Apr. 30
~ ~ \ \ o \ ~ ~ \ ~ Stringers ®2' o.c, 2"x8" P.T. Decking ~ p , R Fop: Sept t • Sepl.30 sego t •Cct 31
t , 5011 ptmendmenb
404 ~I N E TABLE \ ~ \ 25 12 ~ ~ \ ~ \ ~ ~L u', - ~ \ 5/6 Galy. I 1< t 1 AppypkMandfeAlpzeroxadingtosdltesta,orappy3,000•S,OOOlbhcre Bolts Thru 2x8 P.T. Joists ~ e,^o I groundeprieullurdlmNtoM(uNthebwerateoneandyedls)end1,000
CAMA WETLANDS 9 ~ ~ ~ \ , ~ \ ~ \ s ~ ~ ~ r ~TYP•) + po/acral0.1D•tOfodpizer. 1;
\ \ Moorin Pilin s i ~ ~ ~ Course Bearin Distance - g, g \5 d d 9 8 ~ \ ~ ~ ~ ~ ~ + t e Min. 3.0' above Flora Mulch
L1 S 55°39'58" W 19.90' ~ ~ ~ ~ - ~ ~ ~ - \ 0 ° ° pQ 6"-12" dio. ; , Appy 4,000 blase grain slaw or equvaleM cover of artodler curable P.T. Pilings SE[iIOH mulch.Anchorstawbyackirgwphaephap,neaing,orrovirgorbyailnEF•
-7 ~ '~o ~ ~ o oQ t \ ° I II I ~ ~ \ \ ~ J L2 S 74 34 37 W 7.45 _6 ~ ~ ~ Q o Nar: aorta: or r;1 te• fabric aunt be fng Ydtit a mubh andlomg soot A disk wish Wades eat rwry eotipht an XEIBHT;T placed in trencE and secured by IN1 wedNamubh ariefton 1001. ' Mr%, STEEL POSTS either DutFil Nnc wl to soil ~
o I II I ~ Deeded Common Ar To 7 ti ~ A~ , 1 OQ mterial and tetDing yr by plane t' WIRE FENCE IHDG W1RE° wshec stone to a height of 6'
L14 S 65 39 28 W 37.42 ~ ~ 'homeowner's Associ° n ~ ~j ~ ~ x, ~ \ YIN, above around level, Zr FILTER FABRIC Agrowlhitkwafhaniuyadequtle,nhrdl¢eintMseixxldyeu,axord•
L15 S 68 11 30 W 32.47 A~ ~ ~ \ ' \ Pro osed Bulkhead ire b tat teeb or topdnN wkh 500 IWaae 10.10.10 fertipzer. Abw ee - BOTTOM OF WIRE FENCE AHL Meded when NrbN I6 OmIIIBd from the moron. Reeved, IertIIRe, and ' 1 FILTER fABAIC dCRIED
L16 S 54 39 33 W 58.82 ~g, 'S X 1 ~ ° I I I ti ~ ~ ~ „ A v: ~ ~ F.~;, ~-M°' 6' IN ExcA~ATED rRFnn;. muklhdamageduwimmedutely. ~ v ~ , Rip
L17 S 86 12 50 W 23.74' - \ ~ ~ i ~ ` ~ 3.r 4 4 a \ ~~~a~t r'`' +--:'Eft vOST DRIVEN iu" 1NTC GROUNC I tReter b Apparldix e.02for botanical names. - - - - D - - _ - - - - - 0 -._S.
L20 N 25 00 57 W 68.32 ~o •^I~ ~ / i v , 5 ° I I I \ \ V v / ~ \ \ ~ - - _ - - - - _ - - - ,iii i~ r[k[E'~
L28 S 38 1000 E 23,93' ~ ' ' ~ ' ~ ~ ~ ti rk~ ~ S
\ ~ ~ - e v v ~ 1 ~ ,6 - - - _ - _ I - - - - - - - - - _ _ - - _ I - - - - - - - _ - _ - - I
~ y' 6 ~ ~ ~ v ~ I
\ Fem. v~~ti`~ ~ Lower Llmlts of Coastal ~ \ i \ ~ o ~ ~ ~ p 100 Offset ff5et - _ - - Min. 8' CROSS SECTION C-C - - - _ - - - - PIER CROSS -SECTION
~ ~ / ~ ~ Dred e s oii .i ~ om MHW Vegetatlon~Water Llne \ _ ~ ,v g .P ~ F Llne \ De oaklon ~ ; } \ MHW Line - - - - _ _ - - - TYPICAL ALL PIER SECTIONS
Serltic S stem Setbacks ~ ~ ~ ~ ~ i v.,~ ~ area ~ ~ ~ ~ ~ ~ ~ ~ f y ~ / ~ Q ~ ~ , 40 Proposed ~ v ~ ~ House ~ v ~ ` / , - BELOW MHW LINE - _ - - _
~ :e~` I A ~ i ,.L v 10 - - - Not to Scale - _
Pro ert Lines ~ ~ , / ~ - _
I -2 \ _ i F //f ~ ~ ~ ,v v 6 Bulldin s 5 ~ ~ ~ ~ /v °F ~ ' , ~ 5'~ ` 6 - = _
CAMA MHW Llne ~ ~ ~ ~ o. ~ ~ ~ - ~ 17 9~ At. , _ _ _ _ _ _ _ _ _ _ _ - E ~I I S - ~ - - - - - - _ - _ - _ -
I C ~ ' i ` FF ~ ~ ~ eo 'o v MHW 100 v , ~ ~ r v~oFO ~ ~ ~ ~ - - - _ - - - - - _ _ _ 2"x8" P.T.
' ~ ~o ~ X40 ~r, ~o v V I v '~p~ ~ vv 15.5 ~0 ~ - ~ - ~ „x8., I Stringers ®2' o.c. 2 P.T. Decking 0-
v ~ r i Upper Llmlts of L ~ _ -;~D 00~,
Coastal Ve etatlon 1 ' ,Dredge spoil = ~ ~ ~ t7%` ~ i ~ 9 - ~ - \ ~ Deposition ~'r \ \ ~ ~ P \ \ ~ / \O ~ \ 5/8 Galy. Bolts Thru 2"x8" P.T. Joists
\ i Area y ; A A T v 0~ ~ ~ 6- - ~ ~ ~ ~ ~TYP•) ~ 0
MINIMUM MINIMUM MINIMUM / ,r / ~ ~ v °•tr , Driveway 0 2 V A ~ ; ii / Pro osed A ~ ~ ~ Po ~V ~ - - - ~ V ~ 16 ` DISTRICT SETBACK FRONT SETBACK REAR SETBACK SIDE Bulkhead To Tie Into \ ; a40 House y ~ ~ ~,~tiF ~ ~'o`vf - - i i 1 g ~ ~ ' ~ 3.0' above MHWL ~
iii i ~ \ \ ~y, ~a A0. S t0 h ~ ~ ~ I CONSTRUCTION ENTRANCE DETAIL ~ ~
Existin Bulkhead On ~ - ~ d~ ~ %y g ~ ~ ~ ~ ~s sr ~ ~ ' . ~ I ~ \ r i ti ~x '9,. N , Drive ° ~ 5,5 y R-1 OCEANFRONT 7.5 5 Adjacent Property 31.1 ~ , ~ \ \ \ j w~ ~ , 5,5 •AQ
18~ - \ ~ _ - ~ MHWL
r ~ ~ ~ ~ r~ i 18 _ 1 /3 OF LOT DEPTH ~ V 9 ~ ` R-2 SOUNDFRONT 7.5 I 5 vv ~ ~ 15.5 ~ ; v Propose - ~ ~ Proposed ~ ~ / A rox. 2.5'-3.0' -YV
TO 33 4 /1 ~ ~ A ~ S~ ~ v , 10 House House ~ ~ PP 15.5 ~ A rox. MLWL
I v ~ ~ 4 i ~ y 9r~Al'j ~ ~v ~ y+p ~ ~ i ; ~ 15.5 30 Setback ~r17 o c 35 \ , / R-4 NO WATERFRONT 20' 15' 5' ~ ~ \ ~ ~ ~ ~ ~ ~ - - - - ' - - _ao _ ~ ~ --------PP-----
Fr 5' 'L \ . ~ \ \ ' ~ ~ J' n , om MHW Llne ~ 1 ~ ~ 30~' v ~ ~ A 5.5 / , v , r~ , 1 D i Driveway , 40 - - 1 D 20 ` - - - ~ t 30;, - - - - 8 ~ / 8„-12" die.
AEC Llne > >r ~ \ ~ 15 ~j I a ~ g'm~ r J~ P.T. Pilings Se tic ~
I ~9~ lS v ~ ~ , 17r i r ~ 15.5 (75 Offset From MHW Llne o ~ 30 ~ ~ ~J/ o .2. yea 3D Repair COBrIR~e9rlQAt. ~ s` w-
\ 0 BULKNEAG '~9 u' ~ ` ~ ~ 12T S!. \ \ ~ / i)rivew°y / ~ % 6 ~ ~ 17 \ 0- 9 Area - _ ~ .
DETAIL \ ~ A ~ ~ Driveway No 2" X ~ ~ 'Q co 0 ~ , Proposed ~ t to Scale \ to v~ i h 15.5 Houae - i , ~ • \ ~ \ ~ _ - _ i3 0' Septic Setb - -r-
Wall Cap _ _ _.._~na , v ~o. 10 v To wafer 100 Offset v %s r ~ , Driv w P C . m e oy \ \ ~TYP. All P/L) - - _ - - - _ - - _ _ _ -
From MHW Llne 9~'~ `~20 ~ - - S - -
° o \ p~ ~ CQ - - _ -
~ ~ ~ Septic \ ~ \ , ( ~ ~ Q~ Areo eplc Arco ~ ~ 77 I~, - - - - - - - - i
50' Construction ~ ~ ~ ` , \ ~ i Driveway roposed \9 - _ _ _ i ,0 ~ - - - Min. B'
o Mid, Hei ht Wafer o Entrance , . _ y //--yr - ' ~ i - House ~ ~ / 0 ° Interlocked B - ~ ~ . R 0 F` - - - _ _ _ -
~ z~~ 5 , X n ng V f ~ V ~ Driveway ~ ~ ~ AI , Repair ~ - - ' ` Area ~ i - -
ndUner .S / ` ` ~ 15 , - _ - _ _ - ~ S ~ so, pQ _ _ - - _
~ 4 ~J o Bottom Wafer o ~ ~ ~ ~ - _ v ~ h 8a ~ -
o a ~ / 1(~ o \ V i ~ J \ ,
Gad L ne EI o on Vo ie A Driveway \S ~ ` ~ .~,p s ~ Se tic ~ 8 I~ o - - - - - ~ S S ~ - - - ~ - - - r i-~ ~ ~ ~o ~ _ - -c~' - - -
! Proposed '\V4; ~h. Dr n ~ , r _ _ / -
III I I I I I I I I I I I I I I I I I ~ ~ C~ ~
4 Re air / ~ ~ p I I ILaR I I I I I I I I I I I I I I I I I i ~ , ~ ~AfeO i I I aletrs I I I I I I I I I I I I I I I I I ' ~ ~ ~ ~ L~ 4rea ~ Il. , 0 O~i ~ S~ ~r -`~~i ~ ~ `i .fin' "1~5 fir` (l~l? - ~ c ~ `F'~.~
~ 0 I m. 2' ~ ' P' ~ , I I I I I I I I I I I I I I I I I I~ 1~=~ , / ~ ~ ~ / `M ` / ~ 00
~ ~ ,6i ~ ~ ~0 I I I I I I I I I I I I I I I I I I I ~ U ~ ~ ~ ~ ' , S /
I I I I I I I I I I I I l ~ ~ ~ ~ ~ o I I I I 1 1 1 1 1 1 , G \ ~o ~ v ~ I I I I I I I I I I I I I I I I I I I ~ ~O J~ ` / h h ~ ~ h Vo , ~
I ~ ~ 6 Se tic ~/~/_/I ~/LiL/~/L/L/L/I ~/~iL/L/~/ iL/1 ~ ~ , ~ ~ ~ ~ P ~ ~ S~, ~ 6
I I I I I,, , 'S ~J ~ ~ Area r , I , S ~ ~ Repair i S S, .S 0 2, ~ S p 0' F S, ~
l l I I I I" I- ~ Area ~ y-t ~ / ' , / S O9, O' ~ CROSS SECTION F-F
2" Nominal Minimum PT Note: Upland Side Of Woad Or Vin I She i ' / ~ ~ / ~ h / EXCAVATION CROSS -SECTION i ~;S ~
Bulkhead Must Be y et ng , \ Constructed With A ~ / ,~0 . 0 0 ~ 0~ ~ , Not to Scale
Penetrable Fllter Square Timber Pile ~ Fabric ~ 0' S /
v ,h 5 o / ~ / 5 S /
~ ' ' i ~S S S /
• Q 2~, 0
LOCATION OF LOCATION OF SPOIL SPOIL ` , C•j S ~ / Existing Pier Line ~ ~ . 0 , Q / H~~a+ Approx. Limit of Approx. Limit of 0~, 9 `+D J ~ ~~n"~ .ta ~ Excavation Excavation
OFFLOADING OFFLOADING /M SQ ~ ~ ~ za.. F F
AREA AREA ~ • a+ \ ~ ~ ~ ~ , ~ , /
` ~ / ~ ~ / ~ 7,54 _g ; Elevation = D' -2.35 i ~'J ~ 0 I I ~ I
rr ~ ` JJ sa~ucscww~~ $ lez~ ~ NOTE; RIPARIAN CORRIDORS ARE DEEDED 8o S V o ~ , ( -7 -6 I`. 4.5 4 -3 ~ S
g PROPERTY LINES NOT EASEMENTS. ~ ~0~ ~o
rr ~s S , s S ~ V O ~ F J~~ hh 2 S ~ ~P t 6 S P rNE ~
~ ~ ~44B 4449 NOTE: SEPTIC AND PEAT REPAIR AREAS SUBJECT TO Gy PENDER COUNTY HEALTH DEPARTMENT APPR V
G 0 AL. J ~ ~ r9 9
0495 9 , /
6 9452 M1 / / / ~
' /
, Estimated Amount of i ~`0 ~ , Material To Be Excavated:
Q 61a 4 i .O~ , 268 c.y,
o ~M1l 1 s / Q~ 0' i i ~ ,
~ e ~ ry Q i , ~ NOTE: There Will Be No Fill In
~ ' 404 Wetlands
V 0 wZ t ~ 0350 2
Note: Spoil will be offloaded at the ~Q v ~ ~J o i o~ 0 0
area shown and placed on the 19~ ~ S- 0 Total Area In AEC:
ground surface tempporarily until transported to the Stanwick Shores Q 14 080 s.f. ~o ~L
site. / CROSS SECTION E-E
Im envious Area In AEC: Dredge Spoil CROSS -SECTION ~ 1, 41 s.f.
Not to Scale Area Elevated By Grading
Percent Impervious: 11 % Filter Fabric
CROSS SECTION G-G
PIER CROSS -SECTION 1 i Approx. Limit of Spoil 1~ Bulkf~ead Depsosition Area
Not to Scale
LEGEND ~ Elevation = 4' _ Elevation - 5 ~
E ~ ~ Construction Sequence ; ~ 1 E
Mooring i 1. A temporary gravel construction entrance a ~ , , , ; I~
Pilings minimum of 50' long will be established. , , , , - , , , ,
Pr Property Line - - tin. 2' Soil e osition Area
Lc 2. Silt fencin will be installed. ~ ~ g I Approx. 28,67 Lot Line - -
3. Establish ve etation in desi Hated areas i g g Existing
Bulkhead B~ per seeding specifications. Silt Fence Topography ' Z' Estimated Building Setback - - - - - - - - - - ~ Maximum Area=
4. The aved road will be constructed. Elevation = D' 560 c.y. P 404 Wetlands
Stair Line
SE Septic Setback - - - - - - - - - - 5. Silt fencing will be removed after the road is built and permanent vegetation has been NOTE: S oil De ositon Area Shall
Fin I established in designated areas. Be Sloped Towards Bulkhead To
PI - Sil Silt Fence -~.T-~-~~- Maintain Sheet Flow
J =i 6. Erosion control measures other than those shown on the plan will be installed should the
~ Ii~_ need arise.
- ~I Fk i I, Flow Direction
,.i ~
_ , MHWL - - - - - - - - - - - - - - - - - - - - - ~ - C` I I I
AMA/ 0 15 30 60 Spoil Deposition Area ~ ~ IMPORTANT: BY NC LAW, GROUND COVER MUST BE ESTABLISHED
"2'- ~ ' 0~ 404 Line sF NMLWL - _ _ _ _ _ _ _ ! TOTAL PROPERY AREA = 1.58 ACRES (68,605 S.F.) WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS (WHICHEVER IS
MHWL TOTAL DRAINAGE AREA = 1.58 ACRES (68,605 S.F.) SHORTER) FOR EACH GROUND DISTURBANCE
PROJECT AREA = 1.58 ACRES (68,605 S.F.)
-2' Property Line DISTURBED AREA = 1.35 ACRES (58,806 S.F.)
Existing Elevation MAXIMUM IMPERVIOUS SURFACE = 17,151.25 S.F. (25~)
i -3'
Note: Total Pier Len th=198' ~ ure: ro ec . ¦
9 i e: anwi c r 0 es ormwa er linen a ion n
_6~ _5~ _4~
ec ion ro i n n r n an so 0 o a
_ ~ ,
a e: ca e. - raven ro ec

IA`, _ t.y. I - I
_ d,~~
CROSS SECTION A-A CROSS SECTION E-E
ROAD CROSS -SECTION Dredge Spoil CROSS -SECTION TaWa 9~1ga
Not to Scale Not to Scale Area Elevated By Grading :levated By Totnptlrkttty94ading r~s6Add8lgml%tltro TabiaB.itlo ~roding RspommardattonstorLSts 9peok+? Itabhb,yae} ReCa mends anSseding 9redingml>Ifute
Filter Fabric IfNmar and Eeriy 5pring R!i• f9r+hk) 120 i e for Fall Specks RM?(Neare}
R/W EOP ROAD C/L j Annuellespedeza (Kobeia Rye (grain) t20 Piedmont and Roasbl Alain,
EL=7.00' EL=7,00' EL=7,21' R/W Approx. Limit of Spoil Bulk sad Depsosition Area Noreen M Mowaaks) 50 Sassing dates Omk ann0a# kapedeta wh/h dwalion9t bmpOrNyOavor q nott0extend Mounla+ns-•Jlug, tS•Ob~ 15
beyaed June. Coastal Plakt and Piedmont-Auq.14 • Doc. 00
Seeding salsa Sa8 amerkdmante
Pavement Surface Elevation = 4' Elevation = 5' Atouraaina-Atkove 2500 fip.15 ~ May 15 3:0110w sail testa or apply 2,000 Ihkhaa ground agricuaural 1im05torq sad Bebw 2500 h' fop, t . MaY 1 1,QOOIhrawe i0•iGibfed~ar.
Existing Grade ~-Sloe = .25" er foot' Slope = ,25" per foot---3. Existing Grade Fi4drnDnt-Jan. 7.3Aay i Coastal Ppkt-~eo. { • Apr. l5 Mtt{ch ~Z_
Appy,,000lhya.stray Ancha strew ta0ki wq?, bay n?ili T . P A N
i 2.0" Min. 2' ' ~ ~ ' ~ ' ' ~ ~ OI a OSI Ion AreO ~ ~ ~ ~ Solt amatdmenro or a m ubh altchpr'na la01, A dkk vn01 btalles set Heady or:igM can bi ~ ~ ~ F~owrtTtdmalettdetbnsafstidtoaleaapplya~,400IMecregrouadegricut• usadasamultllasK~iairugt0d.
~ 8" ABC Base Pervious Asphalt Grass per ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 1Wdl limestone and 73C Nacre 30.10.19 bnllite=. T M9intenirtca
10' Specifications Approx. 28.67 ~ Yu1Ch Repair and rder1111e? dxrtaged arses immediatey. TolxAeea with 50
Apply x,000 irhae strew. Alaehor allow b/ lacking wah slaphdl, trotting, 14rawe of nioogan in Much. y n ro nacassary fo ex!<nd temp0raq savor ar a atukh anGtotirlg bp1, A disk with oases Ht nearly straigEtl aan be b?yane Jsate 16, aversied with 50 IWatre Kooe (Piadrnam and Coastal
Silt Fence Existing 2, Topography Estimated Maximum Area= Plain) oT Korean JAbuntNmj lespedera in late February at eddy Marsh. lied used a: a mubh antharinq sod.
404 Wetlands Elevation = 0' 560 c,y, Area= ;,y, IWintentatoo , . , . ,
CROSS SECTION H-H Line EXCAVATION CROSS -SECTION Ralertiibell gttkvAhiarat blryadoquaw. Raad, rolerl>HZe and mubhim• m?diaely blbtk40g erosbaor ether damage. TabN 6.11v
Boding No. 7CP br; Seeding Mbdun R Gress•IIIISdCflennela• tat J~GE SPee Rab(Nacn) RS A
Not to Scale NOTE: Spoil Depositon Area Shall Coastal Plain, Lower Common Barmudagrass ao-3o p-21b/1.tx101tz F- VE 1 ~
Ap roximate Ede Be Sloped Towards Bulkhead To P g Mamtmn Sheet Flow TBhls 6.104 Pledtnom, and Ory SoSS In ~ , . , , 7eR1pDf3try See~lnq Ss0C4"!y mbllur8 the Central PkaiNnom gamin data
Of Federally Existin Pier Line 9 I~ommendahionslor Speoln Itala a Coastal Pkin• J Y , . , , . , , . ,
Apprax, Limit of Maintained Channel Excavation Summer G?rmenmWet AO Pkdmortb Apr.iS•June30 3 M the Fiodmas and Mountains, a amti6slomm?4 Sudal~raes maybe
Existin Pier Line ellbaillUted at a rllb of 50 Nacre. i SOi snlMdmsMa Q
Approx. Limit of 9 . Excavation H / H / CROSS SEC110N F-F data Apply tyke and lestiaar aaroarip b eoi btMt, a apply 3.000 ibVap? m gi1dM~ ground agricuktasd laNebrke andli00 Nacn 10.10.10 feeNt?r.
EXCAVATION CROSS -SECTION MrnartaMe~ltay 15 • Asq• 15 Pi?dmant•-May 1 • Auq.10 Mulch
Elevation = 0' / -2.88 -4 - .11 -9 Nat to scale Coactat Pain-Apr. I S • Aug. i5 Us? Jub, ?xalabr matting, a other a1lecOw channel INirtg matarkl b
I I / I -3 -5 -8 -7 -8 I Dover the bosom of dtartnek and dhclwa. TM Nnirtp elaukf extend above $Qll pmAndlrAPlll}B the highest calalated depth of lbw. On channel ald? abpee ebova this
I I I / _g Folbwrecommrrkdationeoreoiibenorept»y2,boblb(acregroundagricu4 hepht, and in drainage rat requiring tanporary Iklinga, apply 4,oob S. ANDERSON BLVD
' -7 klrallimaabne and 750 IbfaGe 30.10 10 Nrlilxer. Macro grdn straw and anchor elmv by stepNrq rtaaMg over tla bp. ~ H I g h W C1y 5 O )
l~, ~ , 'V / ~ Appr MuiCh Mubh and artdtodrtg matxkle must not be elbwad b welt down ebpa Approx. Limit of Apply 4,OOb Nacvo anew, Anchor straw br taaihoq with asphalt, nosing, when they cart cbg drainage devicwe.
Riparian Corridor , _ Existing Pier Line ~ 6 Approx. Limit of E; Excavation or a mdctl anehodng fool. A duk wl0t 1Hdea ssi Wady atralpflt can be
` ~,Q' / ~ Excavation Estimated Amount of Material To ` ~ F G / used ass mubh enah0rirp tool, F A minimum d 3 weeks k required for eatebiiahmant. Inepard and repdr
Be Excavated: 174.3 c.y, ~ - Pro'ect Total 90, , ~ -5 754 _4 Elevation 0 -27J mubh irogwrdy. RdenNize tM folbwirtg Apr, with 50 Naas ndrogen. VICINITY MAP N,T.S
/ ' 12 Q. , / I I I -2,73 Re!?nitize bgrovnll is noslullYadaRiuate, Reseed, rele:litri and muklt im• tReNr b APP•rd(x@.02br botanical namae. I mediately folbwing erasion a offer deanpe,
i / , 20 ~ 5 3
Minimum 37 Setback , / ~ , -4 I I I / ~ ~ I Table1i.11p
From Federally Riparian Corridor \ ~ - ?RIYE STECL POSTrS 18" INTO GROUND ATTACH WIPE FENCE TO POSTS AMA SeedingNo.lCPbr:WeS•lo Ssrldingmbduro AND EXCAVATE A 6"X i1" TRENCH UPHILL E%TEND THE BOTTOM OF THE FENCE li° PoorlyDrolnedS011swlth Speckat Rob(Nacre}
Malntalned Channel / \ GONG THE LINE OF POSTS WOOD POSTS INTO THE EXCAVATED TflENCH~ GoodMofatirroRtatentbn' Tanleuxle so !N DIAMETER MAY BE USED (.OWMal~nenp PenaacolaSahlagrasa 50
\ 6' \ Barites kspedeza 30
/ 8' \ Estimated Amount of Material To NOTE, Piers Shown In as' o _ Be Excavated: 174.3 c,y. Kobe beP•d•x• 10
4 ' 3 \ 3 Pro'ect Total Per endlcular Ali nment ~ P 9 ~ < , MA%. 10' Seeding note
With Banks Channel / . ~ o CROSS SECTION B-B BETWEEN 1. From Sept.1 • Mar.1, use unscarSNd sericea seed. PIER CROSS -SECTION - Posts 2.On pony drained sites omit serbea and'ncrease Kobe b 301tv~re.
Rlpanan Corridor , , o Approxl ate Boundary , , \ o / ~ \ Of Excav Ion/Dred In 3. Wlwre a neat apparanca is desired, omit eericea and bcrease Kobe TYPICAL ALL PIER SECTIONS baONeae.
9g . ~ 9. Area. Im ct Area 1 , ABOVE MHW LINE
b" Nura plants Not to Stole ?rte.: ` _ emw.en 6 Apt.15 and Aug.15, add 10 Naae Oemun migN a 15 Nacre STEP 3, STEP 4, Sudartgraa. Prbr b Hey i a okay Aup.15, add 25 Naas rye (pnFt).
\ ~v a r , , y~ i \ ATTACH 1HE FILTER FABRIC TO THE WIRE BACNiTI THE TRENCH AND COMPACT 6' FENCE ANQ F%TEN? THE BOTTOM OF THE THESOIL FIRMLY TU ANCHOR THE
Mooring n / Pilings i ~ ~ 8' \ FABRIC b INTO THE TRENLN~ BOTTOM OF THE SIL1 FENCE 50 THAT Seedingdata RUNOFF IS FORCED TO GO THROUGH THE Bea( Patbk
\ < ~ X20 V ~ \ V FfNQ AND CANNOT GO UNDER IT. Strin era ®2' o.c. 2"x6" P.T. Deckin i"- T
~ ~ ~ , ^ \ V ra g x g I - Eady spring: Fab. 15 • Mac 20 Fab. 15 • Apr. 30 c n Faa: Sept. t • Sept. 30 Saq.1 • Cc1, 31 a ; r,.
i ~ a 25 I r I ` ~ `;i r lr ~ ' , SollamendmeMa
\ \L ~ ° Bolts Thru 2x8 P.T. Joists ° , ~ fat ~ , r; h Apply ndanhzeraocoMinglosoilteate,oroppy3,000.5,OOOIblaae ~Typ,) ~ ,y r ~ ,,fit ; ~ groundagricuhuraliimeatone(uselhebwerrobonsandysoiis)and1,000
r i , ~ Naorel0.10•tOfenilizar. ~.:v.,rirt e~;Y
- \ ~ t0 0a 8 \ \ SAV II ~ + 5 ~ 4 A III o r 8"-12" die. MuIOh
\ \ ~ S~ 0 ° Q -7 j SAV I ti ~A v ~ o oQ to P.T. Pilings ~ [ECTION y~. ' Appy 4,000 Naas grain straw a equivalent Dover of slather suifafJe Min, 3.0 mubh.Anchaaeawbytedtingwkhesphalt,neaing,aroNrgorbyautp• ROTE: Batts: orf;lterfadricmustbe ingwithamubhanchoringtool.AdiskwhhbladaasatnurpevaigMan
\ ~ ~ \ \ ~ c'~ ~ Qt 0~ e o ~ i - HEIGHT; placed in trench and secured by i7lusadaaemuldtartehod 1001. MA%, STEEL POSTS either backfillino with soil n0
BULKHEAD -6 / \ \ Deeded Common A T ,~°e~'e° d~ 2 \ 1 OQ 3• material and tamping or by placin WIRE FENCE tHOG WIRE" washed stone to a height of B° M1 N, above ground le,~el, Melntemnee
DETAIL \ \ ~ `E~omeowner's Aeaocia 2,\~ 'A ' 2" x1o° -5 ~ ~ ~ ~ Nat to scale A~ A ~ Pro osed Bulkhead ~ ~ FILTER FABRIC y growth b lees than faNy adigUala, raiwdliza in iha second yaaf, aCCOrd• ing b aril bsb or bpdr•es vridt 500 IWaae 10.10.10 fertilaer. Mow ea
wau cap , ~ ~ ~ v~~ v ~ o, v P Top Waler ~ ~J / i BorTOFI~iERIFaseicLeueieG naedadwhansariceaieomi0edfromthamature.Reseed,tartlfize,arM ~ l
I,;;, ~ ' \ v ,o - - ~ 6" In ExcavarED TAENCFi, muldtdamagadarauimmediet , - - p,• - - - , _ _ _ ~ - _ - _ ~iU1~s,.r ~----SiEEI. POST ?RIYEN ]F~" INi? GROUND t
4 - a ~ \ e \ 5 \ '177.5' \ ~ r i orb 'x8.02brbobnicalnames. - _ . _ _ _ _ _ _ _ _ - - - u 1 _ ~ ~ '~iFENCfI
9. \ \ d+ A I I1 ~ \ ea Q ~ ' i I
0 0 \ ~ ,B°
0 o Interlocked B d''~0; ' ' i I v ~ ~Q,
x n ng y r ~ F'.5~. ~ ti~ ~ ~ ~ l \ 100 Off set fSet _ - Min. B' _ CROSS SECTION C-C
d Un er Lower Llmlts of Coastal \ , , ~ , Qp,, \ ~ Dred e S 1 ' ' \ ~ Ve station Water Line ~ \ g ~ ~ ~ < F From MHW Llne M~l Line PIER CROSS -SECTION
o g ~ ~ Depodt(on y ' ~ o A \ i Area ~ ~ ~ ~ ~ 0 0 TYPICAL ALL PIER SECTIONS BELOW MHW LINE
6 i i ~ ? Houa ` ~ 10, --~„t~
G ad L ne EI a on Va ie \ ~.ti , I ~ I ~ ~ ~ \ i\ , ry ~ \ ~ ~ _ Not toScole
\ l l l l l l l l l l l l l l l l l l l l l i 3 ~ ~ ~ I 6 ~ 0 0; O 0~O" ,f?~0"'O G~'OJc~'0, J O O O O"O G C
I I I I I I I I I I I I I I I I I I I ~ '~9p~~ ~ 1 i i 6 La ~ I I Idl ~rS 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 ~ \ ~ ' ~ F~ ~ ~ ~ ~ ~ 5 S ooooG'oooopo!oo, ~o. G o G G n a o 0 o P o'-o 0 Q. G; G o o' o c` o. G .o 0 0 o G c 0 o G o O o G ' o: c n G o 0 o c c ~ o G o o" o[ o o g
. 9 , C MHW Line ~ v v ~ ~ ; a~~~~ ~ ~ ~ 17 ~,.eo~. I t In. 2 1 I I I I I I I I I I I I I I I I ~ i~ ICI ~ e ~e ~ S S 0 0 p ,0 o Q G 0'.0 ,0 O,~O. 0 .p~0 p 0 O G`p`O O p~0 0 o O C~-:- 0 0 0 ~~o' o o' a o a o c o o c o o G' g o o- o G o~ o 0 0~~. o 0 o, o,~o o, o ~o o~o G c W o o 0 0 orG o G;~o o ,c, c-c~~r, r c r~ n 0 f n r n n , c r;
I l l l l l l l l l i l l l l l l l l l l ~ ~ ,p \ V ' ~ ~r0 ~ ~ ~ \40 ~ ~ Vo ° ~ 2"x8" P,T.
I I I I I I I I I I I I I I I I I I I ~ ~ v .5 I I I \ \ ~ ~ \ ~ ~ 15.5 ' Q' 11 I I I I I I I I I I I I I I I I I ~ 1 gy v , ~ ~ Q ~ , Stringers ®2' o.c, 2"x6" P.T. Decking 0 00,,
I I ~ ~ \ ~ U er Limits of ~ \ ~ 10 G ~iv_i ~ivLiv~iLiLil ~/LiLiL/L/ iLii PP ~ / ~ ~I \ ~ I>~ ~ ~ ~ i i
I I I I I I Coastal Ve station 1 \ ' DrodgeSpoll I A,- \ \ ~ ± ~ \ ~ ~ 17 / I ~ g ~ ' i ~ Oeposltbn i, ~ r A ~ \ ~ .p ~ Bolts Thru 2"x8" P.T. Joists ~ S!O ~TYP•)
I I I I I I i 'i i Aroa ,y \ ~ \ o ~ \ ~ ~ i \ ti0 6 Driveway ' ~ ~ ~
2 Nominal Minimum PT ~ , ~ ~ posed \ ~ e ~ ~ Note: Uplond Side Of yyood Or Vin I Sheetin Bulkhead To Tle Into , '~4o House y \ ~ ~ ~ e o~ \ 18 ~ , 3.0 above MHWL
Bulkhead Must Be y 9 I \ ~ ~ ~ a 'a0; S 10 ' ~ ' Constructed With A Existing Bulkhead On ~ ~ ' ~ OQ,~,, ^'L~ ~ ~ ~ CONSTRUCTION ENTRANCE DETAIL
Penetrable Filter S T' ' ~ y \ \ ~ N ux 9se , ~ Drive a ~ 5.5 quare Imber Pile Ad'acent Pro ert 31.1 ~ I y ~ ` ~ 1 ^e ~ y Fabric J p y ~ ~ ~ ~ o ~ 5.5 ~ ~ • ~Q%
v 1/ J sy 8 ` 7 ~ MHWL
4 \ l i\ \ 15.5 ~ S ~ •e ~ ~ 10 Proposed Proposed ~ ~ a~
~ \ ` 9,. ~a . ~ ~ ' 15.5 House ~ ~ \ \ ~/t7 ea 4c 35 , 15.5 House ~ Q~.m SG.m - Approx.2.5'-3.0' ~ / n
PROPERTY LINE 3o setback ~ ~ ~ 40 40 20 APProx_MLWL_ 10 ~ 8 ~ t,
From MHW Line 5 'G \ ` ' ~ 'b 17 , ~ \ ; \ 15.5 / , ~ , ' ~ 10 i Drvewoy 30 30 ~ ~ ` ~ 8"-12" die. J ~ 6"min
Course Bearln Distance ~ ~ \ ' ~ ~ 15 ~ ~ I g ° .5 ~ ° AEC Lme ~ s ' ` ' 1~ 15 ~ ° Septic ~ P.T. Pilings
L21 N 53°45'14" E 3 . 5' ~ p ~ \ 15.5 2 6 (75 Offset From MHW Llne) ~ 30 p, ~ 3 yea 30 2-G" ,A: Repair coerseaggreg°te ~ P
L22 N 67 10 32 E 32,07 127 \ \ Driveway Driveway (r Area ~ 9 i i
o ~ ~ I ~ N 0~ ~ ' Proposed ` \ L23 N 70 38 26 E 41.42 ~ r o h \ \ ~ 3 0' tic S ~ ~ ~ ~ ~ (Typ. All P/L} ~
° I I I I I ~ ~'b ~ 10 ~ Bj~' ~ • 15.5 House ~ , L24 N 45 27 30 E 32,52 100 Offset Driveway 'h _r,
L25 N 87°41'38" E 25,30' From MHW Line 9eF~ ~ '
o~ , L26 N 65°37'38" E 12.88' ;Q.; septic Septic 4~ -
M ~ , ~ ° Area ~ ~ ~ 50' Construction ~ Driveway ~ , ~ Area ~ ~ > ~0%
ro osed ~ Entrance , ~ : Huse _ ~ ~ o ~
~ Bea ~2' 5 ~ 0 , ~ F ~ Re i F ~ Min. B' Repairs ~
404 LINE TAB L ° ~ ' ' ~ ~ ' ' driveway ~ , ~ , ~ , Ar 'S E L27 S 59 13 15 W 16.06 ` Area ~ ~r~~~~~~ Q • ` ~ Q ~ -
° II A 5 CAMA WETLANDS ~3 s 76 2 ~ 31 w 19.3~~~~, 4
Course Bearing Distance ~4 N 49 49 W 14,5.. / i S ~ ~ v ~rj i
o I I I I o I I - Q, Driveway SQ ~ \
L5 N 19 2~ 18 W 28.~.: ~ ~ S se tic ~ L1 S 55 39 58 W 19,90 II Proposed p , ° ~ ~ ~ ~ House ~Sl~ ~ ~ ~ Area > ~ S s ~ , ~ ~ o-t' o vo-c' o rxo-~' < .~a-c'~ ao~c' ~~o-c' a~ ~ G o , o 0 0 0 o o- o o ~ G o? o 0 0 ,o :o o G oooo~o~- 0 0 0 0 0 0? G o G o o,o 0 0 0 o G o o~
L2 S 74°34'37" W 7,45' L_6 N 85 0~ 12 W 11.1,.:: , ° II ~ ~ 4 ~ ~ Re air ~ ~ ~ ' , - OGO~:OG0~0~ J 'O P 0= G., O pf' G 0' 0; G G C, O •.i i 0, o. o o? o ~ o? o 0 o.~.c,~ o o o o. 4_ ,epair i av ~ `~o, 'o°o;°~o°o°'o~ o°.o.°o"no~ooooGC-~~~o n o-;~ o- o o~ o~ o ~p~~ o o a o o'
L14 S 65 39 28 W 37.42 0 6 W 41,1 ~ \\F, .~j Area ~ I o i; I I I ~ V ~ ~ ~ ~ J S 0 0 o G? o 0 0 0 0~0 0 0=0 0 0 i i o G o.o :c G,.o c o r> n c~~f, ~ c
° ~ ~_8 S 44 2., 36 W 21,2. P, , ~ ~ ~ ~ ~ L15 S 68 11 30 W 32.47 ° 5 ,,c~ ~ cd 0 . , 0, , ~ „ ~0 ~
~9 S 19 5(.. 39 E 26.9~~ ~ N 6 L16 S 54 39 33 W 58.82 ° II - ~ , 6 ~ , ~ S
I L10 S 57 2., 40 E 15.5' G 8° ~ ~ ~ p' L17 S 86° 1 0.. ~ ° , ~ II r, V~ ~ ~ ~ ~ ~ h h 2 5 W 23,74 L11 S 46 21 15 W 19.E ~ ~ ~ 6 ~ p' ~ ~ ~ h h
° I I I ~ ~ , ~ 2 2 ~ Septic i L20 N 25 00 57 W 68.32 _12 S 49°3c ^7" W ~2.:_ •S ~ ~ ~ Area i , I ~j, ~ ~ 6 S s, ~ ,S
~ S- , ° I II ~ , z t, R(1°~~~ : ~ , Repair i L28 S 38 10 00 E 23.93 Area 0 ,2, ~ p 0 ~ , F ~ 8°
. i S O, i CROSS SECTION D-D
O„ 9 ~ h ~ PIER CROSS SECTION
/ / ~ ~ ~ v~' V~' ~ ' TYPICAL ALL PIER FINGER
LOCATION OF LOCATION OF ~ ~ ~ , ~ SPOIL SPOIL ` i pco ~ i S ~ ~ SECTIONS
OFFLOADING OFFLOADING ~ 0' ~ AREA AREA ~ ~ , h 5 S i ~ ~ Not to Scale
i 5 80 ~ ~ ti ~ , ~3j ~
~y{ ~S S ' S ~ s' . ~ 2,, ~
BANlfB CNWINEL (r~ t Q~ ~ , S ~ i
9 10 ,~j ~ 0 2x8 P.T. ~ ' ~ ~ 9~ ~ Q ~ Strin ers ®2' o.c. 2"x6" P.T. Deckin J i 9 9
~ ('s~ ~ A ~ ~ ~ ~ ~ ~ ~ ~ i
~ 1448 2449 rrj iUj ~ 5/8 Galy. i ~ ~ NOTE . Pier Cross S e c t I o n Bolts Thru 2"x8" P.T. Joists
O 4l 7y~ 9 ' V 0495 sa L~' JJ , J ~ etij ~ ~ ~TYP~) Approx 1 2
q NOTE: RIPARIAN CORRIDORS ARE DEEDED S s ~ Show T ical Constructio ~a n Of s ~ YP 4 , ~ h ~v
S 6 PROPERTY LINES NOT EASEMENTS. ~ ~ 8452 ~ ~ ~ o s o Entire Pier le. No Covere ~ MHWL
~ i NOTE: SEPTIC AND PEAT REPAIR AREAS SUBJECT TO !y ~a s ~ s o o' ~ Structures Boat Lifts etc..
PENDER COUNTY HEALTH DEPARTMENT APPROVAL. 6~ '0 9 h ' ~ Q, S ~ ~ A rox.MLWL
b A, -------PP----- i ~ i ~ i _
gM11 g i i
64 Ga 1 ,y ~ i ~ 8 -12" dia.
R ~ MINIMUM MINIMUM MINI MUM y 0 as ~a 2 DISTRICT SETBACK FRONT SETBACK REAR SETBACK SIDE ~ r P.T. Pilings DE ~
~ 0350 ~ .c ~ s ~ 0 ~
Note; Spoil will be off-loaded at the area shown R-1 OCEANFRONT 7.5' 5' ~ ~~Q, 0'
and Placed on a plostic liner and covered with plastic temporarily until transported to the ~ 1 3 OF LOT DEPTH h ,
Stanwick Shores site. S~It fencing will be installed 7.5 to revent sedimentation to Banks Channel. R-2 SOUNDFRONT TO 33' S ~ NOTE: There Will Be No Fill In - _ _ _ _ _ _ _ e~
' 404 Wetlands ~ _ N ~
R-4 NO WATERFRONT 20' 15' 5'
0 0 ~
19' , / s-o r~ o a red In AEC: - - - - ~ _ _ ~ _ _ ~ ~ _ Min. e
CROSS SECTION G-G ~o ly 14,080 s.f.
PIER CROSS -SECTION Im ervious Area In AEC: _
Not to Scale Percent Im envious. Ufa - -
Septic System Setbacks p G 0 0 ,0, 4 ,OU0~4u0~o,UO~Q~G`C ~uou0~;; u v uiJu- v, 11% ,o 0 0- o !r n o, a o .o- a o 0 o c o o- opapop.a°a°o 0 0 o q 0 0 0 0 0 0 0 0.'.0 0 0 0 0 0 0 0 0 o f
0 0 0 a, r, o e o o a a o 0 o a o 0 0.0 0 0 0 G.-; o~ G o o o~ o~ o o o o~. o, o o o o o~ .0 0 0 o o 0 0,-.°; o' , ,G n o o n G o,~n a o, o 0 0 o -.o o_ p o'
Moorin Pro ert Lines 1 9 ~ ~ ~_~o c `~;-.~_n .G, ~ c oo.aooooon o .4 p o . ~ Construction Se uence P00 ' ~ o. o. o; o o r, ~r5.h r, r, ~ri6?nO~O~D~O~(~~Dr,G~
Pilings
Buildin s 5~ 1. A temporary gravel construction entrance a minimum of 50' long will be established. LEGEND
2. Silt fencing will be installed.
MHW 100' 3. Establish vegetation in designated areas per seeding specifications,
Bulkhead
# Pro 4. The paved road wilt be constructed. Property Line - -
Stair 5. The bulkhead will be constructed.
Lot Lot Line - -
6. Dredging will be performed and drege spoils wil! be placed behind the bulkhead.
in r 9 j III- Buil Building Setback - - - - - - - - - - 7, The pier will be constructed. A
ie - ~ - O
' 'III 8. Silt fencing will be removed after the road is built and permanent vegetation has been p`~ Septic Setback - - - - - - - - - -
` I-11 SeF established in designated areas. SEA1. 1
III_ i 1 - 1687 ~ o 9, it ~ ~l' S t fencing will be installed prior to construction on individual lots (On a lot by lot
silt basis . Silt Fence ~ ~ ~ 'l NE ~ da
MH L _ _ _ - _ _ CAMA 0~' ~ 10. Silt fenci ~ c' n will be removed after completion of construction on individual lots (On a ~ p
0~ 404 Line lot by lot basis . u+~' oy
NML L Flo, Flow Direction > 11. Erosion control measures other than those shown on the plan will be installed should ~
MHWL the need arise.
-2' Property Line ~ ~ ~ 0 15 30 60 i------~
Existin Elevation Spc 9 Spoil Deposition Area ~ % / ; i
/ ~ TOTAL PROP = ERY AREA 1.58 ACRES (68,605 S.F.
-3' IMPORTANT: BY NC LAW, GROUND COVER MUST BE ESTABLISHED TOTAL DRAINAGE AREA = 1.58 ACRES (68,605 S.F. WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS (WHICHEVER IS
Boat sll r PROJECT AREA = 1.58 ACRES (68,605 S.F. P ` SHORTER) FOR EACH GROUND DISTURBANCE.
Note; Total Pier Len th=208' Boa 9 DISTURBED AREA = 1.35 ACRES (58,806 S.F.
_5. _4. MAXIMUM IMPERVIOUS SURFACE = 17,151.25 S.F. 25%
( )
i ure: ro ec • rm wa r im en in n i e. nwi c r
ri o n nr an n
ci n
- ~
evasion a e: a e: ca e. - rawn ro ec