20141265 Ver 2_DCM Investigation Report_20180809

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DIVISION OF COASTAL MANAGEMENT l
FIELD INVESTIGA'T'ION REPORT
1. APPLICANT'S NAME: South Bay Point, LLC
2. LOCATION OF PROJECT SITE: Project site is located off HWY 99 adjacent Bridge and Scott Creek off
Pungo Creek near Belhaven in Beaufort County, North Carolina.
Photo Index - 2006:116-8648; V-2 2000:116-1468; V-21 1995:116-1265; D-20
State Plane Coordinates - X: 2,693,000 Y: 649,000
Pantego Quad. (lower right corner)
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 26 Januag 2014, 21 April 2015
Was Applicant Present
5. PROCESSING PROCEDURE: Application Recei �M 5 %"
Office -Was
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Beaufort County
Land Classification From LUP - Commum
(B) AEC(s) Involved: PTA, PTS
(D) Water Dependent: Yes
(D) Intended Use: Residential Waterfront Subdivision
(E) Wastewater Treatment: Existing - None.
Planned - Individual Septic
(F) Type of Structures: Existing - None
Planned - Bulkhead, boat ramp, two piers and excavation in man made canal,
other residential subdivision amenities.
(G) Estimated Annual Rate of Erosion: Unknown
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED
OTHER
(A) Vegetated Wetlands
(B) Non -Vegetated Wetlands
10,176 ft:!
ft' (New ramp)
184 ft2(Shaded
184
Canal bottom Creek bottom3�
"��
Creek bottom)
©•
(C) Other
38.4 acres
Uplands
(D) Total Area Disturbed: 1,683,694 ft2 (38.6 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SC NSW
Open: NO
8. PROJECT SUMMARY: The applicant proposes to convert open row cropland into a residential subdivision
with a boat ramp, bulkhead and excavation in an existing man made canal and two demonstration piers one on
a proposed residential lot adjacent Bridge Creek and one on a lot adjacent Scott Creek.

MEMORANDUM
To:
Daniel Govoni
From:
Steve Trowell
Through:
Kelly Spivey
Date:
18 May 2015
Subject:
Major CAMA Permit Application South bay Point, LLC
Enclosed is a Major CAMA Permit application for the development of a waterfront
residential subdivision to be located in row cropland off HWY 99 west of Belhaven adjacent
Scott Creek, a man made canal off Scott Creek and Bridge Creek in Beaufort County, North
Carolina. The applicant proposes a 44 lot subdivision in the cropland and to develop the canal
for boat access by constructing a boat ramp, excavating in the canal and bulkhead construction
along the canal bank. The applicant also proposes to construct a pier for
demonstration/marketing purposes in Bridge Creek and Scott Creek. There were 6 adjacent
riparian property owners to the subdivision. One property owner signed a statement that he
received the application package and has indicated to me verbally that he has no objection.
There are four signed return receipts and one, a Mr. Alan James from Brookhaven, New York
that has not returned a signed receipt although a copy of the receipt for paying to send certified
mail is in the application package.
Staff has reviewed the permit application while considering the development standards
found in 7H.0208 and have found the proposed development activities consistent with the
exception of the proposed pier length in Bridge Creek. Bridge Creek is 90' wide in the vicinity
of the proposed pier on lot 39, therefore the pier cannot exceed 22.5' in length to comply with
the 1/4 rule, 7H.0208(G)(iii). Staff recommends issuance of the permit and along with the
standard permit conditions for the proposed development activities including excavation in the
PTA, bulkhead and boat ramp construction, as well as pier construction. In the standard
conditions, please address in the excavation section a "max final depth not to exceed minus 3'
below the NWL", and limit "pier length to 1/4 width of the waterbody at the location of the
proposed pier construction." Also, please include the standard note requesting an onsite
preconstruction meeting.

South Bay Point LLC
Scott and Bridge Creek
Beaufort County
Project Setting
The 66 acre project site is located off HWY 99 and Dallas Paul Road adjacent Scott
Creek, a man made canal off Scott Creek and Bridge Creek west of Belhaven in Beaufort
County, North Carolina. The project site is cleared row crop farmland with an existing ditch
system that drains to Bridge and Scott Creek. The larger contiguous area of farmland is bisected
by Dallas Paul road that leads to 5 different existing waterfront single family residences, most of
which are a part of the local Paul family, adjacent Scott Creek. These houses are not a part of the
project site. There is a smaller area of farmland on the west side of HWY 99 adjacent Pungo
Creek road (SR 1715) and the upper end of Bridge Creek that is also part of the project site.
Bridge Creek is not navigable in this location and is crossed by HWY 99 with an existing ±36"
culvert. The farmland was planted with corn in 2014. There is a fringe of Coastal Wetland
marsh of various widths (30' to +200') along the shorelines of Bridge and Scott Creek. The
marsh is vegetated with mainly with black needlerush (Juncus roemerianus) but also includes
sawgrass Cladium jamaicense), salt grass (Distichlis s i� cata), salt meadow hay S artina
patens) and bulrush (Scirp us spp.). The widest marsh fringe is along Scott Creek. The landward
edge of this marsh has been overtaken by the invasive common reed (Phragmites spp.) most
likely due to a previous land disturbing event. Evidence of this event includes an unnatural
topography with relic earthen piles in the wetland. This area was not included in the Coastal
Wetland marsh delineation. There is also a transitional area of wooded wetlands before you
reach the field along Scott Creek. This wooded wetland is vegetated mainly with loblolly pine
(Pinus taeda) and wax myrtle M rica ceri era).
Scott Creek, Bridge Creek and the man made canal off Scott Creek are designated
Inland waterbodies by the NC Wildlife Resources Commission and SC NSW by the
Environmental Management Commission and are closed to shellfishing. Water depths in the
Scott Creek are between 3' to 4' at normal water level (NWL). Scott Creek widths range from
±180'at the lower end to ±140'at the upper end of the creek.
The man made canal off Scott Creek has a water depth in the center of the canal between
3' and 4' that shallows up to 1.5' next to the bank. The canal has a width of ±30'.
Bridge Creek has a water depth of 3' to 3.5' in the center and has a width of ±90'
Submerged aquatic vegetation (SAV) most likely horned pond weed (Zannichellia palustris) is
present thought the entire creek. There are two piers with platforms on the opposite bank of
Bridge Creek that were authorized by Major CAMA permit no. 103-07 issued 27 June 2007
authorizing development of a separate waterfront residential subdivision.
Project Description
The applicant proposes to develop the row crop farmland into a residential subdivision
with 44 lots. Subdivision development activities will include the construction of a subdivision

South Bay Point LLC
Scott and Bridge Creek
Beaufort County
Page two
road off Dallas Paul road through the field adjacent Scott Creek. The applicant proposes to
develop a common lot boat ramp 18' wide x 35' long in a proposed cut off the existing man
made canal. The applicant also proposes to bulkhead 848' of canal bank shoreline. The
proposed bulkhead will have a 3' wide slated wooden cap. The applicant proposes to excavate
an area of the canal 12'wide x 848' long just waterward of the proposed bulkhead to establish a
final depth of minus 3' below the NWL at the bulkhead. Spoil from the excavation activities will
be spread landward of the proposed bulkhead. The applicant also proposes to construct two
separate piers for demonstration purposes, one in Scott Creek and one in Bridge Creek. The pier
in Scott Creek will be 6' wide x 161' long over the Coastal Wetland marsh to a 6' x 46' long pier
with a 3' x 28' finger pier around a 12' wide x 20' long wet slip. Another demonstration pier is
proposed in Bridge Creek 6' x 26' with a 10' x 10' T -head platform.
Anticipated Impacts
The proposed project will result in the excavation of 10,176 ft2 of canal bottom and the
boat ramp will result in the filling of 630 ft2 of canal bottom. This work will result in some
localized short term turbidity in the canal. The pier in Scott and Bridge Creek will shade 184 ft2
of creek bottom. This subdivision will increase boat traffic in the area and their associated
impacts.
Steve J. Trowell — Washington Regional Office —13 May 2015

South Bay Point, LLC
19goi W. Catawba Avenue, Su. 203
Cornelius, North Carolina 28031
April 13, 2015
North Carolina Division of Coastal Management
943 Washington Square Mall
Washington, NC 27889
RE: NARRATIVE FOR MAJOR DEVELOPMENT PERMIT APPLICATION — SOUTH
BAY POINT II
Dear NC C.A.M.A.:
South Bay Point II (South Bay) is a planned residential community located near
Belhaven, North Carolina on Highway 99. We are seeking a permit for the
residential community, approximately 848' of shoreline stabilization with
bulkhead, an improved concrete boat ramp, and two residential docks.
South Bay contains 44 single family lots, many of which have riparian rights on
the Bridge Creek or Scotts Creek. We also have a previously dug canal where lots
have riparian rights as well. Preliminary approval by Beaufort County is pending,
and we expect to have approval by mid-May. We have attached a list of the
preliminary lots in the project, with their individual acreages.
We propose two docks on future residential lots to demonstrate how to properly
install docks over coastal and federal wetlands. One dock is 10'x10', with a 6'
wide walkway, and the other is a boat slip dock with an overall dimension of
23'by 21' (see drawing attached). Both will follow the CAMA requirements of
being less than 400 square feet total, be elevated at least 3 feet, and not extend
further than''/. of the waterway.
We also propose approximately 848' of bulkhead along an excavated canal. This
will stabilize the shoreline and allow residents access to the water without
damaging the bank. The bank was dug vertically (unknown time), and has
irregularly eroded over the years. We will place the bulkhead at the furthest
point from the Normal Water Level so we can make the wall straight, which is
approximately 2 ft. inland from NWL. Since this bulkhead will be part of
residential lots, we propose a 3 -ft. cap on the bulkhead so future users can safely
stand on the bulkhead when accessing the water. We will excavate the eroded
material from the canal and restore the canal to the original depth of 3 feet. This
material will be used as fill on other parts of the project, per the site's Erosion

and Sedimentation plan (currently under engineering and preparation for
submittal to the State). All fill areas will not affect wetlands (federal or state
jurisdiction) and be stabilized by sloping, seeding and sediment control fencing
where necessary.
Additionally, we propose a concrete boat ramp 18' wide in this excavated ditch.
Currently, local residents are using this area as an earth boat ramp, and we will
improve it for use. We will have associated bulkhead along the ramp area for
temporary boat tie —ups while launching and retrieving boats. We will have no
fuel at this ramp.
ENVIRONMENTAL: Boardwalks to the docks will be over jurisdictional wetlands,
and we expect to have no impact on the wetlands (no fill) from this proposal.
Water depth in Scott's Creek and Bridge Creek is adequate at low tide to support
this project (see cross sections attached). The width of the creeks is adequate
for this project — over 185 feet for Scott's Creek and 105 feet for Bridge Creek.
Cross sections of these two areas are attached in the site drawings. We propose
no fuel, no electricity, and no sewage pumpouts as part of this permit
application.
Federal jurisdictional wetlands have been identified in areas outside of our
"project area", and occur in the locations where the two docks are located.
Additionally, there are State jurisdictional wetlands in these areas as well. We
have located the wetlands in these areas where the improvements are located.
Streams have been classified by the State (Anthony Scarbaugh on 12/2014).
There are no impacts to streams.
The Federal and Coastal Wetlands have been identified, surveyed and attached
to this application as part of the subdivision plan. No impacts to the buffer are
planned by us other than the improvements mentioned in this permit.
Should you have any questions, please let me know so we can get you the
information and proceed with permitting as quickly as possible. Thank you.
Larry Bragg, Manager
South Bay Point, LLC.
704-990-7400
[e-mail]

men MFt
APPLICATION for
Major Development Permit
(last revised 12/27/06)
V
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
South Bay Point, Llc
Project Name (if applicable)
South Bay Pointe II
Applicant 1: First Name
Larry
MI
M
Last Name
Bragg
Agent/ Contractor 2: First Name
Applicant 2: First Name
MI
Last Name
if additional applicants, please attach an additional page(s) with names listed.
City
Mailing Address
19901 West Catawba Avenue, Su. 203
PO Box
City
Cornelius
Phone No. 1
State
NC
ZIP
28031
Country
USA
Phone No.
704 - 990 - 7400 ext.
FAX No.
704 - 892 - 6895
Street Address (if different from above)
City
State
State
ZIP
Email
[e-mail]
2. Agent(Contractor Information
Business Name
Agent/ Contractor 1: First Name
MI
Last Name
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
ZIP
Phone No. 1
ext.
Phone No. 2
- - ext.
FAX No.
Contractor #
Street Address (if different from above)
City
State
ZIP
Email
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Form UGM MN -1 (Nage z of 4)
APPLIUN I wry Tor
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Beaufort
Off Dallas Paul Road (PVT) & HWY 99
Highway 99
Subdivision Name
City
State
Zip
South Bay Pointe II (in platting process)
Pinetown
NC
27810-
7810-Phone
PhoneNo.
Lot No. (s) (if many, attach additional page with list)
704 - 560 - 5046 ext.
See attached list, , ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Tar - Pamlico
Scott Creek/Bridge Creek
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ®Manmade ❑Unknown
Pungo River
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
❑Yes ®No
work falls within.
Beaufort County
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
4,700 ft.
66.926 acres (2.9MM s.f.)
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
See List, ,
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
3.2' ❑NHW or ®NWL
e. Vegetation on tract
Row Crops for project site and interior portion;
Coastal Wetlands: Juncus roemerianus, Distichlis spp., Scirpus spp., Cladium jamaicense, Typha spp.
Fringe woodland: Pinus Taeda, Lyquidambar syraciflua, Quercus spp.
f. Man-made features and uses now on tract
Existing agricultural canal excavated; primative boat ramp (Earth and rock); currently farmed in row crops.
g. Identify and describe the existing land uses adiacent to the proposed project site.
Residential subdivision
h. How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
Unzoned
(Attach zoning compliance certificate, if applicable)
❑Yes ❑No ®NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? []Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. []Yes ®No [INA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
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corm uum MN -1 (Page 3 OT 4)
APPLIUA1IVh Tor
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes []No
(ii) Are there coastal wetlands on the site? ®Yes []No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes []No
(Attach documentation, ff available)
n. Describe existing wastewater treatment facilities.
N/A
o. Describe existing drinking water supply source.
County water supply currently through the center of the property (serving residential homes near the site)
p. Describe existing storm water management or treatment systems.
Proposed residential low density development, with associated stormwater control devices
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ❑Public/Govemment
® Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
This is a proposed residential subdivision with two docks and Bulkhead to be incorporated into future lots.
Boat ramp for use by the community;
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Typical bulkhead construction with excavation of eroded material from canal by machine; Piers and walkways to be installed
with pile driver on excavator, with matting where necessary. We expect to have one excavator, one skidsteer on site, and
storage to be near the existing private road. One dump truck may be necessary and stored in the same site.
d. List all development activities you propose.
Two piers with associated elevated walkways, 848' of bulkhead, and concrete boat ramp as depicted in attached drawings.
Additionally, we will install residential roads, water supply and electricity for a residential subdivision.
e. Are the proposed activities maintenance of an existing project, new work, or both? New Work
f. What is the approximate total disturbed land area resulting from the proposed project? 38.43 ❑Sq.Ft or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ®No [INA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Currently, agricultural ditches discharging into waters; existing road ditches also discharging into waters.
I. Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No [INA
If yes, will this discharged water be of the same salinity as the receiving water? []Yes ❑No ®NA
j. Is there any mitigation proposed? ❑Yes ®No [INA
If yes, attach a mitigation proposal.
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rui i i i u%.rw Mr- i krayc -r v1 -+/
Major Development Permit
6. Additional information
In addition to this completed application form, (MP -1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (9 are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management,
Name William Dallas Paul, Jr. Phone No.
Address 20 Dallas Paul Road, Belhaven, NC 27810
Name Jon Caulfield Phone No.
Address 135 Deer Ridge, Athens, GA 3.0605
Name Others in attached list. Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
N/A
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date _4/9 315 Print Name _Lang Bragg
Signature 6�--
Please indicate application attachments pertaining to your proposed project.
®DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
®DCM MP -3 Upland Development
®DCM MP -4 Structures Information
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Form DCM MP -2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
9. EXCAVATION ❑This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. Soil and sand that has sloughed off the bank along
Approx. 560 Cu. Yd. of eroded material from Canal shoreline of canal, and upland soil/sand for boat ramp.
C. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of the excavation in these areas:
d. High -ground excavation in cubic yards.
Approx. 21 Cu. Yd excavated from Boat Ramp area.
2. DISPOSAL OF EXCAVATED MATERIAL
❑This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
Material to be disposed of on site, in three areas inside of
the Project Area (as identified on the E & S plan which is in
the agricultrual fields).
C. (i) Do you claim title to disposal area?
®Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV OSB
OWL ®None
(ii) Describe the purpose of disposal in these areas:
Several areas varying in size - all on site.
d. (i) Will a disposal area be available for future maintenance?
[]Yes []No ®NA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
[]Yes ®No [INA
(ii) If yes, how much water area is affected?
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Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL)
stabilization
Length
848
35
Width
12
18
Avg. Existing
Depth
18"
1.8
NA
NA
Final Project
Depth
36"
3.0
NA
NA
9. EXCAVATION ❑This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. Soil and sand that has sloughed off the bank along
Approx. 560 Cu. Yd. of eroded material from Canal shoreline of canal, and upland soil/sand for boat ramp.
C. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of the excavation in these areas:
d. High -ground excavation in cubic yards.
Approx. 21 Cu. Yd excavated from Boat Ramp area.
2. DISPOSAL OF EXCAVATED MATERIAL
❑This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
Material to be disposed of on site, in three areas inside of
the Project Area (as identified on the E & S plan which is in
the agricultrual fields).
C. (i) Do you claim title to disposal area?
®Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV OSB
OWL ®None
(ii) Describe the purpose of disposal in these areas:
Several areas varying in size - all on site.
d. (i) Will a disposal area be available for future maintenance?
[]Yes []No ®NA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
[]Yes ®No [INA
(ii) If yes, how much water area is affected?
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Form. CCM M11-2 (Excavation and Fick Page 2 aif S)
a. Type of shoreline stabilization:
b. Length: 848
®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other:
Width: 2'
c. Average distance waterward of NHW or NWL: All bulkhead is
d. Maximum distance waterward of NHW or NWL: All bulkhead is
landward side of the NWL to make straight line along length.
landward side of NWL to make straight along length.
e. Type of stabilization material:
f. (f) Has there been shoreline erosion during preceding 12
Wood & vinyl
months?
®Yes ❑No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
Sloughing of steep bank, estimated at 350 cu. yds.
g. Number of square feet of fill to be placed below water level.
h. Type of fill material.
Bulkhead backfill 0 Riprap 0
N/A
Breakwater/Sill0 Other
i. Source of fill material.
N/A
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (f) Will fill material be brought to the site? ❑Yes ❑No [INA b. (I) Will fill material be Naced in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water
(iff) Dimensions of fill area
(iv) Purpose of fill
submerged aquatic vegetation (SAV), shelf bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ❑None
(ii) Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
Excavated material shall be sloped and graded, seeded and Trackhoe, skidsteer, excavator, dump truck
stabilized to prevent erosion. Silt fences will be used where
necessary to prevent migration off-site.
c. (i) Will navigational aids be required as a result of the project?
❑Yes ®No [INA
(ii) If yes, explain what type and how they will be implemented.
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No [INA
(ff) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
South Bay Pointe II
Date Project Name
252-808-2808 :: 1-888-41ROOAST :: wtww.riccoastalrnanagement.net revised: 12/26/06

Fora—L I: UVI (Excavation and FRI, Pages 3 of 3)
Larry Bragg
Applicant Na e
Applicant Signature
252-808-2808 -- 1-888-4RC€ RST :: www.nccaastalmanagement.net revised: 12-126106

Form DCM MP -3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed. 44
One residential subdivision road; electrical and water
service to 44 residential lots.
c. Density (give the number of residential units and the units per
acre).
Total: 44, on 66.92 Acres (Average: 1.52 acres)
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.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes ®No [INA
(ii) If yes, list the date submitted:
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
0% (Boat Ramp road negligable % - 630 S.F.)
L Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
15%
j. Describe proposed method of sewage disposal.
On-site wastwater disposal, as approved by Beaufort
County's Health Department, which is in process with
the County as of submission.
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
Surface runoff, and stormwater discharge from roads per
Stormwater Plan (pending)
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
Project area is 38.43 acres
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Roads: asphalt pavement; Boat Ramp: Concrete; Boat
ramp access road: gravel.
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
❑Yes ®No [INA
(ii) If yes, list the date submitted:
k. Have the facilities described in Item (i) received state or local
approval?
❑Yes ®No [INA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
❑Yes ®No DNA
If yes, attach appropriate documentation.
252-80:8-28082 :: 1.888-411COAS f :: ��t��v�r.nccaas•LaCniattagEnte€tit.o�e4 revised: 12126/06

i- Ct=tlf L.Q--«n EN'tF—,d (Up I anCJ LI-evellepPTIertt, gage 2 est= 21
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Beaufort County Water supply
o. When was the lot(s) platted and recorded?
Pending final approval
Date
Project Name {�
kOVV%.4
Applicant Name
Applicant Signature
n. (i) Will water be impounded? ❑Yes ®No []NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
®Yes ❑No [INA
252-808-2808 :: 4-88.8-4RCOAS1 :: vvwvF&ncccaste [managenierit.net ret•is.ed: 12126/06

Form ®CM MP -4
(Construction within Public Trust /Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
❑Commercial ❑PublictGovernment ®Private/Community
c. (i) Dock(s) and/or pier(s)
(ii) Number
2 fixed piers
(iii) Length
28748'
(iv) Width
676'
(v) Floating
[]Yes ®No
e. (i) Are Platforms included? ®Yes ❑No
If yes:
(ii) Number 1
(iii) Length 10
(iv) Width 10
(v) Floating ❑Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
1
(ii) Number of slips existing
0
i. Check the proposed type of siting:
❑ Land cut and access channel
[]Open water; dredging for basin and/or channel
[]Open water; no dredging required
®Other; please describe:
Maintaining existing canal, adding bulkhead: Installing
two fixed piers per attached drawings
k. Typical boat length: 20'
❑This section not applicable
b. (i) Will the facility be open to the general public?
❑Yes ®No
d. (i) Are Finger Piers included? ®Yes []No
If yes:
(ii) Number 1
(iii) Length 28'
(iv) Width 3'
(v) Floating []Yes ®No
f. (i) Are Boatlifts included? []Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
h. Check all the types of services to be provided.
❑ Full service, including travel lift and/or rail, repair or
maintenance service
❑ Dockage, fuel, and marine supplies
❑ Dockage ("wet slips") only, number of slips:
❑ Dry storage; number of boats:
® Boat ramp(s); number of boat ramps: 1
❑ Other, please describe:
j. Describe the typical boats to be. served (e.g., open runabout,
charter boats, sail boats, mixed types).
Recreational boats, less than 24' in length:
252-808-2808 :: 1-888.4RCOAST :: vtvvw.nccoastnlmarAr, ernent.net rekrfsGd: 12./27/06

t-CrM L�tVl rebt--4 (Structures, Page 2 of 4:)
m. (i) Will the facility have tie pilings?
®Yes []No
(ii) If yes number of be pilings?
10
(i) Will the facility be open to the general public?
®Yes ®No
2. DOCKING FACILITY/MARINA OPERATIONS ®This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.,
❑ Office Toilets
❑ Toilets for patrons; Number: ; Location:
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of "Pumpout Available" signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h. Give the number of channel markers and "No Wake" signs proposed.
L Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live -aboard dockage?
k. Describe design measures that promote boat basin flushing?
292-808-2808 :: 1-888-4RCOAST :: wwxrt.nccoastaln-,anagement.nef revised: 12127/06

Form. 9CM MV -4 (Structures, Fuge 3 of 4)
If this project is an expansion of an existing marina, what types of services are currently provided?
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
[]Yes ®No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ®No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
®CW 72/1086 ❑SAV ❑SB
OWL ❑None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? []Yes []No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑Public/Government ❑Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP -2, Excavation and Fill.) ® This sectio�not plicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This sectio�not plicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s): b. Number
❑Commercial ❑Public/Govemment ❑Private/Community
c• Distance to be placed beyond shoreline d. Description of buoy (color, inscription, size, anchor, etc.)
Note: This should be measured from marsh edge, if present.
252-808.2808 :: 1-888-4RCOAS1 :: wv,,th,.nccoastain-,artagement.net revised: 12127/06

cyrn-i ta�,&cvt nn -4 Ettrucrures, Mase 4 of 4)
e. Arc of the swing
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
250' to NC DOT; 195' to Schermerhom 195' to Shermerhom boathouse on canal
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
105'/193'
e. (i) Will navigational aids be required as a result of the project?
❑Yes ®No [INA
(ii) If yes, explain what type and how they will be implemented.
d. Water depth at waterward end of structure at NLW or NWL
2.6'/3.4'
8. OTHER []This section not applicable
a. Give complete description: .
Install two docks for future residential lots in the project. Drawings attached for size and water depth. We are also installing a
boat ramp for the community's use per attached drawing. Both docks are fixed (not floating) and the walkway is 6' in width
and elevated above the substrate a minimum of 3'. The structures do not extend further than 1/4 of the width of the
waterways: Bridge Creek and Scott's Creek.
Date
Project Name
LQ V\f � & va,
Applicant Name—
Applicant Signature
252.806-2808 :: 1.888-4RCOAST :: revised: 12/27/06

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South Bay Point, LLC
199oi W. Catawba Avenue, Su. 203
Cornelius, North Carolina 28031
June 29, 2015 RECEIVED/NCDENR,/DWR
North Carolina Division of Coastal Management
Roberto Scheller JUL 6 2015
943 Washington Square Mall
Washington, NC 27889 WatarC utityiiegior�al
Operations Section
Washington Regional Office
RE: SUPPLEMENTAL INFORMATION FOR PENDING PERMIT— SOUTH BAY
POINT II
Dear Roberto:
Please find included a copy of the Storm Water Permit drawing for South Bay
Point (DWQ Project# 14-1265).
On it, you will see the correct Tar -Pamlico buffer on Lot #9, which is also the
"Permit Limit" line.
Additionally, I've included the correspondence from Raleigh Bland regarding
wetlands on the site. His document shows no wetlands in the project area.
Should you have any questions, please let me know so we can get you the
information and proceed with finalizing this permit as quickly as possible. Thank
you.
Larry Bragg, Manager
South Bay Point, LLC.
704-990-7400
[e-mail]

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID. SAW 201500290
County: Beaufort
NO DEPARTMENT OF THE ARMY AUTHORIZATION REQUIRED
RECEIVED/NCDENR/DWR
Property Owner / Agent: Capital Creek Investments, LP
Address: 19901 West Catawba Avenue, Suite 203
Cornelius, North Carolina 28031 JUL 6 2015
Telephone Number: 704-990-7400
Water Duality Regional
Size and Location of Prope!V Cwaterbody, road name/number, town, etc.): An aDiDr*5 a 66*0Wfflce
tract located off NC Hiehwav 99, adacent to Scott Creek and Pungo Creek, near Belhaven, in
Beaufort County, North Carolina.
Description of Activity: Project Area preliminary Jurisdictional determination defned as 55 acres of
cleared agricultural lands.
Your work as proposed does not require Department of the Army authorization for the following
reason(s):
X There are no jurisdictional waters or wetlands within the boundaries of the property.
_ The proposed project does not impact jurisdictional waters or wetlands.
_ The proposed project is exempt from Department of the Army regulation.
Specify: Proiect Area is 55 acres of existing agricultural lands.
This Department of the Army determination does not relieve the permittee of the responsibility to obtain
any other required Federal, State, or local approvals/permits. The permittee may need to contact
appropriate State and local agencies before beginning work.
For any activity within the twenty coastal counties, before beginning work, you must contact the N.C.
Division of Coastal Management in Washington, North Carolina, at [phone] to discuss any
required State authorization.
Any changgs in the above described work must be coordinated with the Corps of Engineers prior to
commence.Went. If you have any questions regarding the Corps of Engineers regulatory program, please
contact Raleigh Bland at telephone number [phone].
Regulatory Project Manager
Date: 02/11/2015
P.14.5
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE
ATTACHED TO THE YELLOW (FILE) COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete the Customer Satisfaction Survey located at our website at hgp://reizulatory.usacesurvey.com/ to
complete the survey online.

C� 0! J N TY CAROLINA
BA. -H TOWNS H I F' BEAJF(1"RT
"
CU R A. THELE T I C)
Curve Radius, Chorc9 Bearing and Distance An,-: Length
C!I
125.00'
N
4-2:' 37'
57"
W
122,49'
128.01'
C2:
106.317"
N
50' 25'
33"
W
119.32'
126.68'
20M'
N
241-° 19'
IT'
W
34.72'
813,51,
C4
43.54-'
N
E, 1' 03'
24"
E
36494'
39.13'
Line
46.33l'
S
7Y 59'
33"
E
1180'
13.85'
C6
185.00'
N
4-6' 57'
33"
W
181.70'
189.93,
C _7
46.32>'
S
4-1' 57'
37"i
E
39.98'
41,34'
C8
-119.44-'
IN
70' 04'
20"
E
84.63'
89.25'
E
Bio, 6 E.,
1850.66
S
4-7` 38'
02"
W
61.18'
6,1.47'
E
18-0,66,'
N
6;`:,° 26'
28"
E
50.66'
50.87:
N 38' 28'
130.66'
N
50� ' * 41'
36"
E
79.92'
81,22
C12
25,00'
S
Ki' 24'
16"
E
20-41'
2'1.03'
C, 13
58.8 7'
S
K"i 48'
15"
W
61,41'
60.12'
Cl 4
50.005,
N
2 2' 59'
42"
E
38.95'
4M1:
C15
5ocl,
a
N
22' 5V
07"
W
38.95'
40.01
C16
`,10, 0o,
S
79' 46'
04"
W
81.37'
95.05'
C`17
25.00'
S
4;i' 24'
21"
W
20,41'
21.03'
C'18
1;54,79'
S
1' 04'
27"
E
66,04'
66>.72'
019
74.79'
S
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334'
E
106.72'
118.83'
C20
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S
11`6' 20'
15"
W
20,03'
20.61'
C 2.11 1
50.00,
S
6' 14'
11`°
E
91.49'
115.53'
C22
5,0 . 0 0,
N
2' 40'
58"
E
613.06,
68,23'
C23
4?5.00'
N
14' 46'
37"
W
153.43'
18.88'
C24
30.00,
N
21 '0' 33'
28"
W
49.58'
58,36
C25
185.007'
IN
16' 55'
18"
W
4.05'
4.05'
LEGEND TO SYMBOLS
iD = EXISTING IRON ROD
{,D - EXISTING IRCN PIPE
@ - 11FRON ROD SET
Z,\ = ?K OR MA-l3 ­NAIL SET
A = EXISTINK, P.K. OR MAG -NAIL
- WATER METER
- tJTILM POLE
<} = FIRE HYDRANT
'A! - WATER VALVE
+ = i RISER
- TELEPHONE RISER
T' WIDE: GRADER SLADE
C 'ALC. C
�l,R DEED POINT
MhAIMUltild BUILi'l)'ING' 55.73A('11KS
Front 30.0,
Rear 250" 44 TC, L,OT5 JAI L07S F� 00D Zli TOTAII-, APill OIVIZI_SED
siole = 10,0, Smallest iot = Lot ZJ 67404 Ac. ?587JI5,414 S:r.t='anel? J720668,� 0011 29115JO6'. J," 7 51
z
AoIjacent Comet Sicle = 3'6� 0' 66,916 A,�
Magor F1,10roll0fare Front = 40ff Lorge,t Lot = Lot 44 4.391 Ac 5R J76 A,�_ irr? Zcre At --
I
P I E L- I Ni'l I N /!'\ R "T,/ F1 L Aii, T
Nii FOR, RFE-CORDA710N
PROPERTY INA Si'll FLOOD HAZARID AREA
BOUNDARIES N01 SURVEYED ARE SHOWN
/aS) DASHED LINES PLOTTED FROM RECORD`> NOTED HEREC)N
NO NCGS HORIZONTk_ CONTROL MONUMENTS
WERE FOUNDWITHIN 2000' OF THIS PROPERTY
VICINITl' MAF, N-F­
PUNG0 CIRK. RD.
gym. �-^-®:�l`���/ ' i E^ #
SITE
I OF IP I T101V:
I hereby
y certify that am the owner of the roperty descrIbed xa
re�
which was conveyed to me by deed record in Book 1e,50 Fo5,es 94,
and that I hereby cdopt this plan of subdivisionas as requirec, by thiis
ordinanco, establish the minimum building lirms, 077d dadiCat6 u/' � 5i�,
Streef
olleo, draim7ge ways arnd other open spaces to pulVic e1- oriva �' & use
a nota f0-ther, I certify that the land as shci hereon is s,,,l,hil? hle
rsion regulations jOsdiction of 66ou&Y-t County
I hereby certify that the subdivision entitled SOUTH Pr,-VA17F 3! Y fl
consists of 44 lots, at whIch ___ are soecifled as bull_,Xipq sots
Served by individual septic tank systems. 6'ach molding lot +g:
provided With pncper application, evaluation and terints poffr/ill
for an indIvidual gaptlif, tank systems
y8tem s
pursuant to the qenera/ , tctul6
of ftrith Carollno and shalt be valid for a period prescrbeol 5, carr oot
rules, onei to the conditions set forth on the improveri-,,nnts permit.
This certification does not cocstitute "81onli Approvo!' of ab /ate ire
the subdivistlon.
REAUr'ORr COG)NTY MOR7H CAR(i
c
Revielf officer' ai th'? County
and $tate aforesaid carthy that Douglas A, Garber, c Oroles,>Iol-,ol
Lgrld Surveyor, prosented thlir plot for my approval for reco,�,�obor_
I beroby certify that the plail to s0Vch this certification is
rreots oil statutory requireme.lints /o, recarding.
Review Officer OGtt,
7he, foreping certificote
a Ri Offlcer of Beaufort Counti. North Carolina, is,
odAidged to be oorrec4Let the lit. tt w1th Its
cortiflootes be ragistered, day
in Plat Rook-___
6ea,jfart County Register ofOeeos
J hereb ' v certify that this survey creates a R1&01VL1-fJN fr, :an area
of 0 Coul'7ty or rnunici�oalitjl that has on ordino,,7ce theft regulates
,09, -cels of lond.
,o,,,g,/ Garber R
Doi A. yGofkeser r-eif '7 7* trom
' do g
y that this, plot wos droVn oy 4
In to/ fle/4 sufve,.,� made under my direct supervision,- That the
boundades shown are frail the record inforn?GtIon )70tea
that i acguol ratio of precision exceeds 1: f0, 0,l and V)al .Ihis
.4urvav creates a 5,e8D1V7V0N of an EV157'7hVC' PARfa,;d that'
this plat conPbrims with N.C. Glor, Stat. 47 -JO as
Il my x4inal signah.rre, seal and registration 7urntlar this
275 d dayuory, 15,
Dough Garber S CAP
0/
ri
Iiss
SEAL
L-3823
yu
0 0"
DOUCLA&I.) A. GARBER, FILS
NORTH CAROLINA PROFFX3SIONAL LAND SURVEYOR 4..-3823
4,06 TAILLF-EY ROAD
HEN DERSONVILLE, NORTH CAROLINA ',`'8739
F)hone: (.828) 885-6076
Dw,,.# NPNT-1p.-
SURVEY FOR
SOUT' 101AFTE, LUIP1
APPLICANT: SOUTH BAY POINTE, LLC
PROJECT: SOUTH BAY POINTE it
TITLE: PRELIMINARY LOT LAY OUT
BATIH TOWNSHIP BLAUFORT COUNTY
NORTH CAROLINA
LINE.®
T/11,13L[_..
- --- -- ----
Line
Bearing
D, i S t 0 il e
Line
Bearing
Distance
Line
Bearing
_)istance
L. ine
Bearing
Distance
L,: t
Feet
V 'a g
L 1
IN 77' 4�5'
19"
E
51.152'
1 53
L
S 12' 1;3'
00"
W
1 36�,�.'8'
5
10,
N - - ' 4'
"7
7 5'
19"
E
107�98'
15 _?
3' 06'
26'
E
27.0
l
_� 85 9,
74
L2
N 79° 38'
26"
E
44.44'
L54
N -1 ?9° 42'
29"
W
134.1-59'
106
N 38' 28'
55"
E
32,12'6
1` J 3 -1
1 72 2
3
IN 84' 55'
51 "
E
58.8 7'
L 55
N 49' 50'
52"'
W
91.46�
-7
10 1
N 40' 00'
45"
E
39�84'
159
79' 09'
16"
W
4.4
3 5 99
1 ':56
L4
IN 89* 42'
24"
E
31.23'
1- 56
N 44' 38'
53"'
W
58,78'
11108
N 4.0* 37'
30"
E
53.21'
L16C
1
15' 32'
11"
E
63.76'
23317.420
2 657
L5
S 82* 51'
54"
E
8 52'
L57
N 26' 26'
32"
W
6114'
11109
N 41° 13'
51"
E
72.46'
�1 14
'88
LIS
S 70' 09'
49"
E
3.0 5'
1158
N 58' 29'
47'°
W
3129'
_110
N 4-1° 30'
12"
E
73,75'
162
N,
16' 1c"
28"
E
54.0 ,,
;9 5- 6. A�-,,, 6
1
117
S '70* 09'
41'°
E
14.132°
1159
N 21' 5 1-3'
56"
W
97.26'
_11'1
IN 71 43'
36"
W
82.97'
163
16' 36'
10"
E
53,54'
_34.9R6
2 -
_`80
8
S 71 * 56'
21"
E
14-92'
1160
N 46' 06'
00"'
W
81.42'
L164
16' 49'
40'
E
58.23,'
48' j 18, 1,8
-2
1 '02
I L 9
S 61' 53'
25"
E
157,013'
L61
N 6 6' 29'
12"
W
I 69. 1 1'
- 11 13
IN 3, 315'
47"
W
50,45'
L 165
16' 59'
45"
E
57.G2'
0_9
>29
10
N 34* 3,5 '
23 "
E
4�17'
L62
- 7* -
N 7 0
56"'
W
38 37'!._1
14
S 2," 49'
09"
E
510 2'
11 -166
17' 3C'
43"
E
51,016'
7 6 3 -1
1 ��5i
11
N :7,4' 3:5'
23"
E
55 4, .,'3'
t,63
N 21, , '
10"
W
72� 90'
- 1 15
S +-7' 27'
52"
W
8 3, 8,5'
167
18' 58'
40"
E
56.22i`
47 t) 8
L.,2
S 66" 00'
07"
E
cap 1";1.5 ,
6 4
N 4 26
16"
W
6u__ 0'
!1.-116
M 2P° 47
49"
W
51. D'
L 166
2C 57
26'
E
5 3. 5
7 4._,.11
L 13
N 15° 4�95'
41"
W
9'
40.' '.`:3'
L65
N _58' 22'
20"'
W
54.99'
L 11 7
N 7,2 30'
02"
E
83,05'
L 169
N
22' 10:'
14"
E
53.524'
4995 1 :-Jo
1 4
L14
IN 3 0' 26
53"
E
8,
t; /'
L66
N 45' 2 7'
41"
W
64.109'
L 118
S r'._3' 30'
02"
W
105.67'
170
N,
25' 10'
06 "
E
49. 7"',
697 6 ; 2
1 w,16
L 15
N 28' (
35"
E
15 1'
1-67
N 49' 25'
08"
W
49.68'
Ll 19
5 2 -7" 47'
49"
E
51.21'
171
N
27' 37'
56"
E
9.10'
.:i 5, 4 6 9
1
29613
L 16
S 71* 32'
05"
E
22.14'
1168
S 71' 48'
01"'
W
18.41'
L_120
5 49' 43'
38"
W
17.40'
12 18, a() 0
1
L 17
N 84' 05'
27"'
E
6. 4'
1669
S 47' 49'
55"'
W
8.83'
L 121
N _2 47'
49"
W
51 A9'
173
111
6 6' 29'
12"
W
2. 1
1:, _7 5 3 - 8 5
0 4
L18
N 48° 03
32"
E
2.92'
70
S 7C)' 0� '
9
16"'
W
10, 5 7'
L 122
N 73' 30'
02"
E
25.20'
L174
N
58* 22'
20"
W
4 � 2 0'
'32.854
0
0 43r
L.19
S 513' 52'
21"'
E
38 43'
L71
S 14' 56-
48"
W
11.58'
- 1213
S 3 53'
10"
W
98.76'
0,sl71
L20
S 62* 20,5'
06"
F
64. D
1-72
N 74* 1 F`�'
32"
W
24.56'
- 124
S a'". i''° 45'
50'
E
50.:313'
176
66' 29'
12"
E
3.9F'
6_574,- �3 Z
01'_105
1-21
S 130' 03�
34"
13,
�73
N �7_17' 37'
25"
W
25�59'
125
S 27° 47'
49"
E
5 1.23'
;_.177
S
13' 06'
26"
W
98.01'
4_
" 30� C", 1
0 -186
L22
S 56* 33'
50"
W
40.25'
L 74
N `57' D5
06"
W
38.31'
i- 126
S 4.4.* 13'
03"
W
4.54'
x354.0-97
3:559
L23
S 26* 1.2'
52"
W
€33 X58'
L 75
S f17° 31'
15"
W
180.°00'
127
S 39' 37'
15"
W
13,00'
1_179
'7,
44' 36'
53"
E
15.15'
G>'96, 1," 4
3 404
L24
S 28' 26'
16"
W
81 _13'
L76
S 41' 18'
15"
IN
98,1100,
_12£3
7
IN 2,i' 4-1'
49"
W
75.`.54'
9439.3 6
0 4146
25
S 3"I' 10'
03"
W
90.
�77
S 66' 31'
15"
W
8 1.00,
129
S 5Y
11
W
98,76'
181
77° 49'
25"
E
I 16.710'
17992.-
0 4-13
L26
S 35' 59
30
W
191.1`19
78
N 8 0,5'
-00'
45
W
71.'013
18)33�2619
0 414
L27
S 44° 441-
D6"
W
2u2,330
L79
S 24' 01'
02"
W
6 7,12'
1-131
N _79l' 0"I
51"
W
5,79
19516.E12
0 -,148
L 28
7
S 4 2 7'
52"
W
13 1, 3'
L80
S 62' _2 1
09"
W
90.20'
132
-
S 41' 07'
09"
W
23, 10'
184
N
13' 06'
26"
E
9&0',
5-1-177. 1 15
i 12
1129
S 49' 43'
38"
W
7b'0'
81
S 137' ot:�
09"
W
I 15.2:2''
;_ 185,
10' 27'
28"
W
98 -OC',
516 1 92
1,185
30
S 137° 01'
09"
W
75 _3,5'
1-82
S 49' 4 4,'
09"
W
84, _75'
- 134
N 53'
10"
E
98.
73' 30'
02"
W
3,1"'
35. 158
1 79
L 31
N 84' 4 4-'
24"
W
14.7 2'
L 83
N � _:
7* 28'
51"'
W
71.97'
1._135
S 4.31° 40'
33"
E
51,68'
51440,7713
0 722
L32
S 76' 0 21'
13"
W
5 7. X16'
84
N 30' 00'
51"
W
91.3.3'
1.36
i�
S 40' 50'
00"
E
50� 10'
188
8 7' 49'
2.3"
E
4-0.54'
0 19
1_33
S 69' 21'
28"
W
-34, 21 9'
1-85
N 159° 01'
09"
E
48.90'
13-7
S 5:;° 48'
22"
E
22,8.2'
-_� i
'1921`.E:�,
0
34
S 47* 21'
34"
W
20_T-1
1186
N 2,,," 37'
51"
W
50.90'
138
N 37 53'
10"
E
98,76'
1
19n,
8-/ 06'
09"
W
104, 0'
4
21`314.338
03._103
1-35
S `55° 57
20"
W
65��19'
N 2 8' 32'
09'
E
51 � 9 �2'
139
5 35 7' 53'
10"
W
9&76'
19 1
7
8- 06'
09"
C,1.0:e!'
1
-1
2 3 3� -1 5
1 i,
36
5 44' 13'
03"
W
42.-'.C>'
N 1-17* 02'
10"
E
104. 19'
140
N 13' 38'
.37"
E
72,48'
- _), 4 9
L37
S 57' 32'
34"
W
35
-89
S 2�� 1 `5'
54"
E
'175.2 1'
i.- 14 1
N 53' 5 6'
45"
W
M03'
193
8-1 49'
7
23"
W
88.4
7 i
L38
S 39' 3T'
15"
W
29 1'
-90
S 19' 2 4.'
55'
E
76� 75'
1.- 142
N 4-8' 40'
33"
W
M26'
i -.194
S
86' 59'
13"
E
16�E)C'
0
L39
S 11' 40'
38"
E
16.23,
-91
S 40* 04'
59"'
E
61.119'
143
S 1 38'
37l�'
W
21.04.'
195
S
86' 17'
03"
E
52.80'
2.
b,5_ 2 1_
9'
L40
N 654° 5 7'
51"
W
90 � 4-C
1192
S 87' 14'
56"'
E
9.9+3'
_144
S 1 02'
45"
W
76.98'
26
1141
N '7 01'
51"
W
2 6. 41- 5,
L 9 3
S 87' 14.'
56"
E
104. 6'
- 145
N 1,'i 06'
26"
E
9&01'
11.197
67° 31'
15"
W
03. 0,11
L 42
S 80' 54'
09"
W
57,49'
i_94
S 13 7' 10'
32"
E
104.89'
- 146
S 13' 06'
26"
W
108.01'
L. 198
N
67' 31'
15"
E
76-92
L43
S 41' 07'
20"
W
161 E_; 3'
_95
7
S 8'' 1O"
32"
E
9.57'
!_147
N 12' 05>'
2 2"
E
53.36'
_.199
S
57' 36'
10"
E
33.65'
;81 4 6
6
L44
S 4 1' 10'
53"
W
-7
0,5'1196
N V 26'
14"
E
31.28'
1_148
N 13' 02'
45'
E
54,6,5'
_.200
N
15' 28'
49"
E
93,82'
9 1 7 ii
4 `91
45
S 54' 45'
51"
E
52. 5 7'
L97
N 7 " 59'
27"
E
117.37'
1-149
S 1 2,.' 0,15'
22"
W
40.69'
1146
S "11° 54'
03"
W
23.7/
i-98
S S f:i ° 4t ,
41"
E
11.01'
150
S 14- 54'
45"
IN
59.13B'
- 202
6' 10'
28"
E
54,15:
L47
N 56' 47'
51"
W
32.34'
4-99
N 134' 51'
16"
E
68.32'
L 151
N 13' 06'
26"
E
1 00. 0 1'
;.203
S' 36'
10"
E
53.88'
1148
S 12' 1 "9'
00"
W
130,00'
,_ 1 D �
N 39' 21'
29"
E
83,35'
1-152
S 13' 0 6'
"
26'
W
100. V
L. 204
N
16' 49'
40"
E
58.5E;'
L49
S 16' 21'
25"
E
47.5.11'
11101
N 40' 0'7"
40"
E
35:92'
L 153
N 1 09'
20"
E
25.96'
_.205
N
16' 59'
45"
E
57.38'
L50
S '74* 55'
00"
E
170. 5,5'
L 102
N 63' 27'
45'
W
68.67'
- 154
N 12' 2' 37'
33"
E
74.06'
11.206
17- 30'
43"
E
52-09'
L51
S 33* M.'
47"
E
�
50 D 5'
103
N " 7* 4`3°
19"
E
1 13.44'
1-155
S I ')* 46'
14"
W
103,8l')'
207
18' 58'
40"
E
58.03
1152
S 71' 48'
00"
E
147.019'
L 104
N 77" 475'
19"
E
50.6 7'
- 156
S 18" 06'
58"
E
21913'
'-.208
N
20' 57'
26"
E
55.20
a_.-__-___.
- ----
!_.209
N
22' 10'
14"
E
55.73'
_210
Ni
25' 10'
06"
E
20.27:
L211
`,§
13' 06'
26"
E
40_DC"�
LEGEND TO SYMBOLS
iD = EXISTING IRON ROD
{,D - EXISTING IRCN PIPE
@ - 11FRON ROD SET
Z,\ = ?K OR MA-l3 ­NAIL SET
A = EXISTINK, P.K. OR MAG -NAIL
- WATER METER
- tJTILM POLE
<} = FIRE HYDRANT
'A! - WATER VALVE
+ = i RISER
- TELEPHONE RISER
T' WIDE: GRADER SLADE
C 'ALC. C
�l,R DEED POINT
MhAIMUltild BUILi'l)'ING' 55.73A('11KS
Front 30.0,
Rear 250" 44 TC, L,OT5 JAI L07S F� 00D Zli TOTAII-, APill OIVIZI_SED
siole = 10,0, Smallest iot = Lot ZJ 67404 Ac. ?587JI5,414 S:r.t='anel? J720668,� 0011 29115JO6'. J," 7 51
z
AoIjacent Comet Sicle = 3'6� 0' 66,916 A,�
Magor F1,10roll0fare Front = 40ff Lorge,t Lot = Lot 44 4.391 Ac 5R J76 A,�_ irr? Zcre At --
I
P I E L- I Ni'l I N /!'\ R "T,/ F1 L Aii, T
Nii FOR, RFE-CORDA710N
PROPERTY INA Si'll FLOOD HAZARID AREA
BOUNDARIES N01 SURVEYED ARE SHOWN
/aS) DASHED LINES PLOTTED FROM RECORD`> NOTED HEREC)N
NO NCGS HORIZONTk_ CONTROL MONUMENTS
WERE FOUNDWITHIN 2000' OF THIS PROPERTY
VICINITl' MAF, N-F­
PUNG0 CIRK. RD.
gym. �-^-®:�l`���/ ' i E^ #
SITE
I OF IP I T101V:
I hereby
y certify that am the owner of the roperty descrIbed xa
re�
which was conveyed to me by deed record in Book 1e,50 Fo5,es 94,
and that I hereby cdopt this plan of subdivisionas as requirec, by thiis
ordinanco, establish the minimum building lirms, 077d dadiCat6 u/' � 5i�,
Streef
olleo, draim7ge ways arnd other open spaces to pulVic e1- oriva �' & use
a nota f0-ther, I certify that the land as shci hereon is s,,,l,hil? hle
rsion regulations jOsdiction of 66ou&Y-t County
I hereby certify that the subdivision entitled SOUTH Pr,-VA17F 3! Y fl
consists of 44 lots, at whIch ___ are soecifled as bull_,Xipq sots
Served by individual septic tank systems. 6'ach molding lot +g:
provided With pncper application, evaluation and terints poffr/ill
for an indIvidual gaptlif, tank systems
y8tem s
pursuant to the qenera/ , tctul6
of ftrith Carollno and shalt be valid for a period prescrbeol 5, carr oot
rules, onei to the conditions set forth on the improveri-,,nnts permit.
This certification does not cocstitute "81onli Approvo!' of ab /ate ire
the subdivistlon.
REAUr'ORr COG)NTY MOR7H CAR(i
c
Revielf officer' ai th'? County
and $tate aforesaid carthy that Douglas A, Garber, c Oroles,>Iol-,ol
Lgrld Surveyor, prosented thlir plot for my approval for reco,�,�obor_
I beroby certify that the plail to s0Vch this certification is
rreots oil statutory requireme.lints /o, recarding.
Review Officer OGtt,
7he, foreping certificote
a Ri Offlcer of Beaufort Counti. North Carolina, is,
odAidged to be oorrec4Let the lit. tt w1th Its
cortiflootes be ragistered, day
in Plat Rook-___
6ea,jfart County Register ofOeeos
J hereb ' v certify that this survey creates a R1&01VL1-fJN fr, :an area
of 0 Coul'7ty or rnunici�oalitjl that has on ordino,,7ce theft regulates
,09, -cels of lond.
,o,,,g,/ Garber R
Doi A. yGofkeser r-eif '7 7* trom
' do g
y that this, plot wos droVn oy 4
In to/ fle/4 sufve,.,� made under my direct supervision,- That the
boundades shown are frail the record inforn?GtIon )70tea
that i acguol ratio of precision exceeds 1: f0, 0,l and V)al .Ihis
.4urvav creates a 5,e8D1V7V0N of an EV157'7hVC' PARfa,;d that'
this plat conPbrims with N.C. Glor, Stat. 47 -JO as
Il my x4inal signah.rre, seal and registration 7urntlar this
275 d dayuory, 15,
Dough Garber S CAP
0/
ri
Iiss
SEAL
L-3823
yu
0 0"
DOUCLA&I.) A. GARBER, FILS
NORTH CAROLINA PROFFX3SIONAL LAND SURVEYOR 4..-3823
4,06 TAILLF-EY ROAD
HEN DERSONVILLE, NORTH CAROLINA ',`'8739
F)hone: (.828) 885-6076
Dw,,.# NPNT-1p.-
SURVEY FOR
SOUT' 101AFTE, LUIP1
APPLICANT: SOUTH BAY POINTE, LLC
PROJECT: SOUTH BAY POINTE it
TITLE: PRELIMINARY LOT LAY OUT
BATIH TOWNSHIP BLAUFORT COUNTY
NORTH CAROLINA

G DaV9105
,,7n acNal
l)oundarle6
and ft,'Ct ,
cl
"00
1) 0 UCIA S A. CA RBE R, JIDL Sf
,lv,OF?TH CAROLINA PROFESSIONAL LAND STURVE(OR L-3823
406 TALLEY ROAD
H-ENDERSONVILLE, NORTH ",ARC)LINA 287,39
Fl h o n e:
�u,-vj/ Date, Dwg.# NPNT-RMP
SURVD' `70R
SOUTH BAY POINTE, LLC
APPLICANT: SOUI H B/0 PO NTE LLC
PROJDCT: S 0 U"I F, E-," A0 F 1 N T E 11
:LAT TITLI.---,: P-,AkMP "I BULKHt,.,,0'\D -JE PLAN DET/VL
BATH TOWNSHIP 4EUFORT COUNlY
z CA,
NORTH RDLANA
PRELIMINARY
NOT FOR CONSTRUCTION
THIS DRA'ANG IS NOT A SURVEY
FOR ENVIR01NMENTAL PERMITTING ONLY
Hl,',,H WATER LINE
NORMAL WATER -INE
LOW WATER LINE
RAMP DETAIL
NC SCALE.
ki WL
13
71 5' CA1%,IAL BOTTOM
S H -- E T 4 -
EXISTING IRON RUD
20 10 0 20 40
Lnm

PROPOSED
BULKHEAD
PROPOSED PIC ICAL CANAL &
EXCAVATION 11
PHI WW17An ('POq qF(Ti"-)N
3.2'
C'C
j 4.00'1
ELEVATIONS ARE ASSUMED.
BASED ON NVAL BEING EL= O.Q(
PRELIMINARY
NOT FOR CONST RUCI
LOT
THIS DRAWING IS NOT A SURVEY
FOR ENVIRONMENTAL PERMITTI,IG ONLY
40 20 0 40 80
i
SCALE OF DRAWING IS 1 INCH = 40 FEET
NO LUNAR TIDE
HIGH WATER LINE
NORMAL WATER LINE
LOW WATER LINE
SHEET 5
I Douglas A. Garber; certify that this plat was drawn by me from
an octuot data gutherea under my d1ract supervision,7 that the
boundaries shown are from the record #71ormation noted hereon;
and that this drawing represents a Preliminary Site Plan.
Vftness i-ny or/gino/ s' 'gnatare, seal and number this
t4a,5th day of February, 2015,
Dough Garber, PLS
ti
04�
SEAL
1 —3827
y)
Sl ii 4-�J�
..J fftti�
U',g"S-
1
A
llolklllt00\
OA D EP
D W" PJT 0
j
TTGLA AS' A. LTZI-1
DOU
NORTH CAROLINA PROFESSIONAL LAND SURVEYOR L-3823
406 TALLEY ROAD
HENDERSONVILLIL��7', INIORTIH CAROL1NA 28739
Phone- (828) 885-607/6
NPOINTE Survey Date: 2\15\2015 Dw<l.# NPNT—RMP
SURVEY FOR
0411
APPLICANT: SOUTH BAY POINTE, LLC
PROJECT: SOUTH BAY POINTE 11
TITLE: BULKHEAD SITE PLAN DETAIL
BAFIH TOWNSHIP BEAUFORT COUNTY
NORTH CAROLINA

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- I VEY. _ -_ - �� --- - ____ I --- ,- - _. - ' � � FLARED END -_ --- _­� � I -1 . I I , . ,cp � -55 .- � 11 I i 11 ,2 -0 . . I F. USE SOD_QN-�-BARE SURFACES ON EACH - - - -_
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_�, _ ___ _: '_ ­ - _SUR_ _ I -,_ � ___ __ - _ __ ___ - - _ - �- I - -1-B""BLACK PVC - -_ _ � I -_ -_ ____ -,' - - -_ , I , ____� d;_ - - + - - \\N 0- 11 . -_
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I � . . I I � I I � I -_ '616 A /_,.., - , � I - . � - I . " !"! V. . '' END OF'. CULVERT- ALTERNATE METHODS I . .-
I ,, I DOUGLAS A. GARBER, PLS , I I - � I I I I I I - I 11 . I I L I - I - I "I ��> - -_ , 1_�_ � - �� . --i- - I W_ � ,5.'' 1 ..�Ie - I 1. - - � � 1. . I- . I ' �, . , � I 1.
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FROM THE N.C. FLOODPLAIN MAPPING PROGRAM . DO NOT DISTURBED DITCHES ' \ I -1 /* ,C. ! ''. ts ,--- Ch I ,r�,;, *�,,,,� V - . .
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I I I .1 I I LEGEN � CULVERT DETAIL ''I � . 11 I ­ I I . I I I � I I r I , I . 71- 1 I--,'. Rcdius - 30.00' , � , -� , ., . I H. ALL NEW AND REPLACEMENT CULVERTS I . �
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11 SPOT ELEVATIONS BY ACTUAL SURVEY . . � \ � . I 1�� -,- Arc I � I I - I � - I I
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I � I � I I � I � NO X&E I . I - . � I 0) ,�%,O � , , , - , EVELYN P. UAMS . � I . . I . I - � ARE . ­ - .
. � . .1 . I -1 � . . I I � . � I I � I ri I , It. , zz", �, / - . .98. _� D.B. 1186 P '282 .1 - I I I . �. � I INCLUDED IN THE LENGTH OF . � � I
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� - � - I � - � I � � I 0 POUN - . � - I 1. I � I I � I - - . I 1 4�1 Q � � I 11. 1 4i � - / I ,� . I 1. --- I I I � � - I . 1. I - I I I � I I I :
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10 FIBER OPTIC CABLE MARKER I I - I I I . . - � I I � le 4 . IN � 1. I � . I � I � I I --- I . I � �, � , ., I ,�� �� DO -NOT USE. MECHANICAL EXCAVATION. , - I I
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. I . ELEVATION DATUM: 1988 FROM N.C�G.S. M I ON. "X-164" I M TELEPHONE PEDESTAL � I � I . I k - - I Acs V� I I � , - 00 I C`v - - �0 / , I I . I , ROAD CONSTRUCTION AN§EqAMq#9Q?§NFIIfDWR
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I I -y 0 IV I I . � I
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I I � I � . I I � I I . I I I I "r - 1, 'Z10 , - I I _`­ , , ARE TO N.C. D.O.T. N
I TBM: TOP OF FIRE HYDRANT NEAR THE INTERSEC71ON OF I I � 2' ' I � I I I �� Ze � ,zs / � - � DS. - � - � ,
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0 WATER METER
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FROM THE INTERSEC-HON. I , I I 4 POWER POLE WITH AREA LIGHT ' � ' �- � I _0_ 17' � . I I I Ok . I 1 41 9-,�549' � - - � I � I I � I � - �. . � . . I 1. - . � .1
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I ELEVATION: 7.15' � � I � - 11c, UNDERGROUND FRED � � I . I I - I - I � 11 - � I _� . l� . I I I � . � I � .. � . . . , I ' -
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I � I I . .1 I � NEW I I . , � � Q Q .11 � ._ Id Cs� . , � � . I � - I Washih iton R lonal Office' � -
I I -`-- POWER LINE , � I � . , I 1. 1�11 - I - I � I - " � . 11 , . . - . I I . � � I
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I I . I - - ­ . ,-- DITCH- - � I � -1 . . I . I 1� FIL DITCH - TOTAL ACRES IN TRACT: 64.68 ACRES I I �� I I � kQ7 I I I / '. I - I 11 I '. 99 /I I I � I I - I . . .
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. � . � I . . . I �. � I . I - I I swommummus", EROSION & SEDIMENTATION CONTROL PERMIT LIMIT � 11 I I I I � I
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I I . . I
I I . � I I I I I I I I
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.
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I ......... I � �.� I I I � 11 . I I � - I � I . SR 1612 - : - S'AI I . I , .e I I � I � . . . I , - I I . . � � I I ­ � �
- . �
- I I I � . I � I � I � I �.� . � � 11 Ir � � . I � ., I ". . I
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I 11 I . - � I � . -7-� Ir I f I .
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.
I I "I''.. I I � � . I I � ��� ��� I ��� . ". .� , - - : - , LC -
� I I . � I SR 16" . - 's A
- CAMA WETLAND AREA. � - I I . I I I I I I I I I WM OWTER I Z>OUTH B " Y - POINT '
I . � - .1 I � I __ I I I I I I 1�1­ 1. � . . - - I I . I . � . . I I . .. . ' . . � I � . I . I � . ..I. - I .
I I I I I
I
L , . . I � I YEATESM49 I . � - 264 � - ,. . - � � I 1. - . I I � �, � I I
� I
SCOTTS CREEK OTS: 5.44 ACRES . ­ � I . 11� I 11 � I . I I I I � I .� I I VASHINGTOR � �� � I �p I � �, . . ,� . � �, I � BA I TH TO I NSHIP . _. . - - I ­ I � . � . 1. - ' . I I I. ,�
I . I � 11 � . I � - W I I ­'� - 1*
BRIDGE CREEK LOTS EAST OF NC 99:1.15 ACRES I I � "I I I I I I 1 264 11 11 I - . I - I ' . BEAUFORT COUNTY I . I
" . I
. �
BRIDGE CREEK LOTS WEST OF INC99:3.31 I . I ­ I . I I 1, - � . .11 I . I � �� . � � V . - 1� � � 1. � 'NORTH C � . - �. .
� . . ,ACRES ' I I - I � - I .. 11 I I �, � . . �_ - sttE, �, a - I 1. AROLI ' NA: . � I I
. I - - , : - I I . . - . SCALE:, - T" = .1 20' . �
� - - - � DATE: JANUARY I
- I 1-1 TOTAL CAMAVVETLANDAREAT9_9�OA -'- � - � �' I '� 1. I . I . - .. .. J718 1 - ­ � . . � I , 23, 2015 � -
, . CRIES � V " -
� I I-- I I I I . I I - I � I � I . � � RATH .- � .. . SID � LILE I .1 I I � � I H()00 RICHARDSON, P.A. ,' . . I I
� - - - . - -m -..-...---- ___ _.

n
°
Constructioft 1. C le,Ir, ® add �q" the am undeer the ealbankment ofall ve ti d
etf ti r t i t It . � e is
rail ruining hi?1i amounts of ory is niatteaand .
stockpile
Design tie �� Overfill f o � l tot.
a"cii ai it p il� Haul abl
is disposal area.
fop tee : settlement in
Plan View, t Idl material for. the exubaukinew is free of room woody
x etat Or ec, ti�tiabie �e " fill in
- :p. PY tib_• _ - ,
wIxft,, not to exceed 9 uulkm and unchuiecompact it. Over fill the embankment
_ency by
g �� ;h' "" b4fow o inchesto oma°I to
Ma
x <V ed top Of
dam 3.
-Coastruct the oudet teat coi t'
' t 3:
between x r}Sr ilea, snit frompiping by tss° " Exit fabric c keyway
cutoff trench bemien the riprap sirticturesoil.
Neural
m
Paclxtas= t efat`hti} �
t the fabricGround,
fter ysides 101te top otiTte fab .
tis tCt.
F-wavate skeyway trench along the ceuttr lime of The spillway ftindation
extendirm_- tip the sides to the- heielit of rII should be atWq -
Figure . Pland Cross-section d®f cal is6dirn t trap: ' a ? feet s+z it t
with shies}
_ 4. Clear. a o� a ati a� Wiest �f " �° t
ertr.of - n,
I --
AlLcut and fill d .�. l or batter. "
II' TO GRADE
/ / -
n•M _ _ - - _ - _ _ _ .. _ . _ _ _ _ _ _ _ -__ _ _ �'Ensure that s,ta ( mase€ - "an of it has a
' 3 tick a 4'f $ c c
of 1: 1 Mat extenti
ui
ItH _ .: - - tot oft ,ection
_w - - -- -
- -. -- -
lwiftl. is shown
_-._ 4 :. with �`1 a slopess e t
_ -
EXISTING TCf — - — othe l�$ its " t o
- -- - -
�,,,
®�e °t t. C tticsxQf the Of
rf:livT I av lit.
. _ _ - _... __ _ _. -- - _ —_ of 1 " � mint a comau ed to
- -— _
- ___ a
Acte to assure
CULVERT
- _ N'n stone
SOUTH ROAD DITCH ­should re
eea
QeF.ce
stone
tittade of � inries Fdais erosion
control
) , and
• a 1111 A° • "Him stOA.' sire of 14 Oches. Ile stone way be machine Placed and the
swaller stom workeduito the voids of the larger st _ e �tene gietild be
i a r. and highly weather— ° s
„ r let e at to the , in a x er to ;"ra 1 jsz
- T
tcitts°i outlet te�tiorite ' n t® _
to , *°l itas diversions � •
a sitz tir e ° a
-iea to the tipper of area [o itt t- -
_ (ftivT148S;° CF nni .%feasurn aW Qtd!kt pr.or010_:
0 01
_ - .
°
ct,tee .tuarirs and .SeifirafIts
NEW STREET CROSS SECTION 10. 'Ensute t the sione spllwotit1w -ection extendsas n P&IA the.
1. t .. of eau t til stable c ' is are cued.; chalet velocity
REMOVETC1P C !!�. is acceptable c►i i°eceii' p stream. the edues of the-orgict
. PROOF ROA ii MINIMUM l LOSTRAIGHT
F TANDEM P TRUCK. centerto confine
tl With r xert-o ing oun& and r
�HORIZONTAL
outflaw s )(References: rtes tectot
).
. FIAT � a �� �C
4. F EWITH STRAIGHTF -TANDEMF TICAL
.
: V 1® xl Direct - ea vcy b� ss to L stable areas. Locate byTms outlets.-
DUMP TRUCK. so that filott will nor damae tembanianent.
t{f
2. Stabilize the em t• - all ells v-1 areas above the sedmTerit pool
r / wki dowilitream from the tmp miniediately after con&mTetion (refer° . res:
I ! _ lfctee &dbitrzaponi,
3. Slvw the distance frotn the top of the spzilway to the _ t cleamit
1
level (l. 2 the da d rth toil rite piam and maid it in the field;
i t � .
3 OR FLATTER 1 stall rAwnts tea es a� speeffied in Practice 6.65. Po a.
MaintenanCeInspect tet nary sediinew trapi at leastweekly and after each si n icd t (tri
ch or ear" ) raiittal! eveui and rep immediately Remove sedirnent. and
TYPICAL DITCH OR SWALE CROSS SECTION .restore die Trap to its original sions die sediini has accuniulated
to one-half the desian depth of the tW, place the sediment t t is re
NO SCALE .
the desimuted &-p o5aI ar replace The part of the ' l facinR that is -
impaired by sedinient.
Check- k- e or d<°u e frentix erosion or pi}x144 F ically checkthe
depth of th &pillway tat ;tare it is a nFi mini of i°5 feet belowthe low point
cit rite em t. Itiaa di i} fit! >Yy° sett! the eta `, z%tja t to
slivJith- above desi grace r riprap ttisp}tae from the sIlfthray must
tw replaced ' iatela°
After all sedi ®pr u hig a have pe _ _ ndy stabili2 " remove
e
the s nucture . d all Fanstab=e se t. Snu>odl to blendwith the
ado. in areas. s. , tabilize leu IR emnces: a Mabitfrori ry.
<aax it
-- -- -
10' MINIMUM
e
WASHED STONE
Ile
SHEET 2 OF, 3
°datira¢isis
CONSTRUCTION ENTRANCE.
TYPICAL S CTI
�NE
® 4 SCALE
° -
NO SCAU
T F:
SA, [stz ref` PANtfi
16r�
. 16019 $hF QUARTER
9
LLC
264
- -- t ATH TOWNSHIP EAUF T COUNTY
LLC
264
�S�dFYdfsi C�
NORTH{
�SCALE: t - 100 SATE: MARCH 20, 241 .
rr.
7tHOOD RICHARDSON, P.A.
BATHtN ENGINEERS -GEOLOGISTS -PLANNERS
I 10 WEST
2 >
�i —4 $- dSNfidGioNH Ca 2ET9

` .S CE .
.
r� `, N SEDIMENT CONTROL MEASURE NSI OF FABRIC BURIED AT CONSTRUCTION zv - 4. s T HFA SECURELY
. C} ST D, SUPPORTED BY POST. ( ) T U L SIDE OF E E E SUPPORT OF
CfE THE TRENCH. F R t T F RI .ON U .PES E OF 3-. i , VELOCITY RETARDS. .
SE T SEDIMENT O S DISTURBED BY ii CE P i S O ISI 5U ND TENSILE., , "
S W SEDIMENT DEPOSITION. STRENI.GTH.' �4. tI .1 .
CONDITIONS W'! W S DIS S 'I S THAN 114 �§ t NCE- .
5, N A, E SIL SU T ED, A A M S. �11..
- RUNOFF BE R t THE SEDIMENT WITHOUTDAMAGING E T. SUPPORT . SH E SECURELY GROUND A .., -
N SUBMERGED BE FENCE � INCHES. .
1INSPECr
, WATERWAYS, O 6. F ,x FABRIC 6. SPACING E °/40F SEDIMENT
1
N ISE NC ACROSS St D ,
OTHER AS O CONCENTRATED OW. g . V S RTT CE. SECURELY FAS N °I RIC DIRE 4° ST, I OR, S
. . - P U S STH. . S MONTHLY. . - .. -
- ' SEDIMENT SHOULD BE P NG TOPOGRAPHIC ELEVATION ATION CONTOURS, - .. . . .
I DISPERSED SIS W. SEDIMENT , 7. KAVA A. N APP O LY 4 IN WIDE A IN D . " `1 L. - .
_ ITC R A RUNOFF �° s IN
CE SHOULD N BE USED BELOW Q LOP G `I 10 TIIFE ® {3F . O - -
_ •
8. I2 :, SOF FABRIC D SIDE OF THE TRENCH. �
P +eeI'AtNG. A SED CE IS A SY M A SEDT ON U , ... .
- NSjjD - N FEN RETAINS SEDIMENT PRIMARILY y RETARDING IT.,OW PROMOTING DEPOSITION.
- IN OPERATION, iCN CaEI+IE FENCE BECOMES CLOGGED D 97JFF li FINE PARTICLES. T. HF 9, BA R P O FABRIC COMPACT. - .
. REDUCE THE W S CAUSES A DEVELOP I3E I) THOROLiti COMPACTION BACKFILL IS . C SILT PERFORMANCE 1 .. .
DESIGNER SHOULD ANTICIPATE INC AND PROVIDE SUFFICIENT GE AREAS A1 I -
W A4 OVERTOPPING S SELF I 10. FST ATTACH FABRIC T -
O OVERFLOW PVFLOWS O O T
NTC N DESFCr C) WITHSTAND FEialL WATERLE LS. E O T1. I11 t
ONLY SHALLOW POOLS CAN FORM. DS OF A SEL3 HIGH °I ION 1. ,B OF O S SHO E. AT L U HIGHERISI . . 1 -
. GROUNDTOP W O END OF THE FEN BEFORE L. R SPECIFICATIONS OF C A EV "Y`. s
DESIGN LEVEL LING D N HILI. IN A "I" PATTERN MAY BE _ - � s �v
_ 0.. 1 L,. APPROPRIATE TO PRE END W. PROVIDE ST AI3II.IYEL3 OUTLETS PR ' STT 4 MET APARTC AREAS 6 "T Cali t � ' ' .
S 5 1 1 -
-.. ,' SYS AND SE STORM WS, T ED T!TE DESIGN O APPLICATIONS. . . .
- __r .. __._ __ _-w--._ __ -_ . . -
_ -
,: _ -_P
DEPOSITION JRS AS °ITIS GF RMS I3I...x. DESIG CAN 3, ST L 2 DEEP ON DOWNSTREAM SIDE OF. , SILT N , AND - .. .
T, .
O L DEPOSITION S OI.CxI i APPROPRIATE POSITIONING AS _ E SIB C, G PORT FABRIC ^
II "T CI 3 T SP
E FENCE ®R BY PROVIDING ANE CAVA AREA. BEHIND CE. PI DEPOSITION -. UPSTREAM A P . . - -
OU E CLEANOUT # MAINTENANCE OW11 '
A AT ACCESSIBLE i I PROMOTE R . .
DEPOSITION IN EROSION iI SEDIMENTATION CO C}1 A SEDI [ 4. FAC11 �ING AWAY O THE SILT N - .
ACTS ASA D SIGN• PLACED SLIGHTLY OFF CO A d 2U SL O . .
. OF 2 PER IS RECOMMENDED.' IS TECHNIQUE Y E USED T'O CO OL° SHALLOW, O , • 5', A FABRIC E A N P S - .
UNIFORM FLOWS C}R SMALL Tit r1S TO D I SEL} WA C£ ., OF'F C° A A CEI L DFA' NA Y A5 DEGREES THROUGH FABRIC, 33.52 A
DE S, E ANCHORING OF E OF E FEN SHOULD BE REINFORCED Ii RE AT T` I VERTICAL T. A EACH SH® BE.
H 1'2 INCHES NC 05 LTR #57 WASHED STONE N FLOWR PARALLEL POSITIONED D i N A N TIGHTENED P SAGGING., ' - .
TOE OF N T F . - . '
. 6° APPROXIMATELY C F^ FABRIC RE .
SEDIMENT SER NO FUN NG RIDGES OR AR DRAINAGE DIVIDES . RE. WITH 3 TIES— . - - S 14 .
E ISI MOVE OF Wry PINING OR DI G RUNO ECESS Y .
WITH A SEDIMENT FENCE Y EROSION ANDS SEDIMENTATION PROBLEMS AT 7I N A 36 CIS FABRIC IS ALLOWED O GROUNDLEVEL. . .
. WOULD NOTHERWISE UR. . ' - .
. S. ON HO BE R A DEVIATIONS E Y t 7 J .
` W B RIER VE O. Y A 0--20% ING IEFFI N ANL) A IN A W Ct A OM .
BALES"Y NOT BE USED IN ACE OF A SED NPREFABRICATED SEDITe N P e Y9
H THE FABRIC Y STAPLED N WOODEN DOES N E MIN COMPACTION IS VITALLY RTA R RESULTS. COMPACT SOIL., I OR MARCH TO JUNE, LBS/ACRE
STANI? 135, I)TA, Y S T N FABRIC ti EI OF T� t
- SKID STEER. OR ROLLEREXERTING AT LEAST SQUARE FIV A E
A NCHO G OF SEDIMENT N IS CALL OP TILE FABRIC BE ANCHORED � � SIDEFIRST,N S E ICE R A T . TALL L j
- IN A TRENCH BACKFILLED WITH COMPACTED E MECHANICAL COMPACTION BE OR SEPTEMBER TO {
PROVIDED IN LEIC R CE EFFECTIVELY NLS RUNG} t
DESIGN CR' ENSU T DRAINAGE IS NOG N Ifo A I € 0 OF MAINTENANCE. REQINSPSEDIMENT AT ON A L '
- IS E MAXIMUM DRAINAGE A WHEN THE SLOPE IS S AN 2 PERC • IE LI A IMMEDIATELY.
ALL RUNOFF IS I O BE S IC3 I s I FENCE ENSU T T SLE}P SFFti FABRIC A COLLAPSE, DECOMPOSE B PLANTINGS:FOR ALL LTONS/ACRE
LENGTHBEHIND A SEDIMENT N ESN SPECIFICATIONS SHO INEFFECTIVE, A PROMPTLY. L 10-10-10. .
TABLE I . THE SHORTERSLOPE G O R S SLOPES WILL GREATLY - - - -
DU MAXIMUM DRAINAGE AREA. R , A 10-2 SLOPE MAY HAVE REMOVE O SEDIMENT AS NECESSARY O ADEQUATE VOL .
A MAXIMUM SLOPE LENGTH OF 25 FEEE FOR A I LENGTH OF SEDIMENT F R E NE IN D TO CE P OF TA C AVOID
- DRAINAGE A WOULD l BE 25 I = SQ. ,, OR 0.06 ACRES, UNDERMINING CE G CLEANOUT, _
PL t LB/ACRE EQUIVALENT .
TABLE 1. MAXIMUM S PE I PE II G ( [J AREA ISQ. } C} A CII�tEx J SEDIMENT S AND BRTidG. E S Y .TT ASPHALT, 1
PE L SLC)+"?E R <2 loo F0, .A, TO GRADE ST IT R CONTRIBUTING DRAINAGE A F3 .I a IS "1° t
SEDIMENT FEN IS 21705% 75 7,500 PROPERLY STABILIZED. .
A L Irl _ S iCI I 5(} 5, MULCH'%� - .
- 10 20% 25 2,500 .
aza% 1 S 1,500
E THE FENCE STABLE FOP, THE 10 -YEAR PEAK STORM RUNOFF. .
--- - -- S T_ F -g2 WA E F_.5 _ AT _,
-- -___ �_- _ _ _..._____ ___ _-,` __ ` — `_,. ,__ n___ _. —,� _ _ __. w. --- --._- - -- - - - __ _
ALONG FENCE. -
IF NON-EROSIVE OUTLETS ARE PROVIDED, SLOPE LEN67TH MAY BE INCREASED BEYO .
- - T SHO IN TABLE 1, B RUNG FROM E AREA SILO BED MINED AND
'BYPASS ACI AND EROSION ALONG BE D=
PROVIDE A RIPRAP SPLASH PAD OR OTHER OUTLET PROTECTION DEVICE R ANY POINT
. W MAY OVERTOP THE SEDIMENT , SUCH AS NATURAL DEPRESSIONS OR
.W ES. ENSURE AT MAXIMUM HEIGHT OF THE FEN AT A PROTECTED, REINFORCED
- Ol ES NOT EXCEED 2 FEET AND THAT SUPPORT POST SPACING DOES NOT EXCEED 4
I DESIGN LIFE OF SYNTHETIC SEDIMENT FENCE SHOULD BE 6 MONTHS, .
N, I if -TION F. USE A SYNTHETIC R FABRIC OF AT LEAST 95% BY G OF POLYOLEFINS .
SP CA,`LTONS POLYESTER, WHICH IS CERTIFIED B1 THEMANUFACTURER OR SUPPLIER AS CONFORMING
E UI IN T D 1. `
SYNTHETIC FILTER FABRJC SHOULD CONTAINULTRA VIOLET RAY INHIBITORS AND IL CS
PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTEDCIS CONSTRUCTION LIFE AT A
. MF' GE OF 0 TO 120° F.
. L
{ A MINIMUM N OF 5 FE SU AT F ST '
PROJECTIONS TO FACILITATE FASTENING THE FABRIC.
3. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE FENCE WITH A
. MINI 14 GAUGE A MAXIMUM MESH SPACING OF 6 IN S. -
NS LI OSI I_ CONSTRUCT THE SEDIMENT A OF STANDARD OR EXTRA STRENGTH
S TH C' FABRICS.
2, ENSURE THAT THE HEIGHT OF THE SEDIMENT ES NOT EXCEED 24 INCHES
.OVE THE GROUND SURFACE. (HIG R FENCES MY IMPOUND VOLUMES OF WA ' .
SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE.) .
- 3e NS R FABRIC COM A E S -ROLL C OF
REFERTILUE IN ,I SECOND R
YEAR,� ONCE OR TWICE A BUT MOWING IS NOT NECESSARY. RESEED,
_ - - .
-- -- -- --'__--...._ . _
11
IL AFTER
BUILT
RETARDS:SEDIMENT,
T .S : '
rst��
EROSION : AND SEDIMENTATION, CONTROL PLAN �
� , .'
I . , .
® 2
a . � - - .
t�� '� a��°}},,^�`'��t 9 ePC, �eo'�@@C, gra , '. -SHEET 3 OF -3 _ ..
%
®. .
Y.R. S7Ps
1'
assn
. %. Z>,l 'I `° BATH TOWNSHIP. EAI)E COUNTY
.� fig. !'�,�
$o.'
4 , - irl, . I .. ® SCALE; G SCALE . DATE: JANUARY T . 21315
. ear ar4a ��� Q4 RICHARDSON, R.A.
r� 4
. ENGINEERS®-GEOL ISIS-- � RINE