20170060 Ver 1_401 Application_20170117

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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN Form — Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1a. Type(s) of approval sought from the Corps:
Section 404 Permit ❑ Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
Yes ❑ No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
❑l 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ❑S No
For the record only for Corps Permit:
❑ Yes ❑] No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑ Yes ED No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
0 Yes ❑ No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑] No
2.
Project Information
2a.
Name of project:
Heritage Pointe East
2b.
County:
Carteret
2c.
Nearest municipality / town:
Newport, NC
2d.
Subdivision name:
Heritage Pointe East Q
2e.
NCDOT only, T.I.P. or state project no:
n/a
3.
Owner Information
3a.
Name(s) on Recorded Deed:
CONNER-W, LLC 2pAM
3b.
Deed Book and Page No.
DB 1358, PG 389 It'AT R
3c.
Responsible Party (for LLC if
applicable):
Wallace J. Conner -Manager Rp U S
3d.
Street address:
107 Treasure Cove
3e.
City, state, zip:
Newport, NC 28570
3f.
Telephone no.:
252.223.0105
3g.
Fax no.:
n/a
3h.
Email address:
n/a
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent Other, specify: Developer
4b. Name:
Jeremy Jackson
4c. Business name
(if applicable):
JW Land, LLC
4d. Street address:
410-5 Front Street
4e. City, state, zip:
Beaufort, NC 28516
4f. Telephone no.:
252.838.1590
4g. Fax no.:
866.334.2361
4h. Email address:
[e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name:
John G. Thomas, PE
5b. Business name
(if applicable):
Thomas Engineering, PA
5c. Street address:
1316-B Commerce Drive
5d. City, state, zip:
New Bern, NC 28562
5e. Telephone no.:
252.637.2727
5f. Fax no.:
252.636.2448
5g. Email address:
[e-mail]
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
633807587301000
1 b. Site coordinates (in decimal degrees):
ILatitude: 34.80145 Longitude: 76.88257
1c. Property size:
136.1 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Shoe Branch
2b. Water Quality Classification of nearest receiving water:
C (21-6)
2c. River basin:
White Oak
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Project site is undeveloped forested and sandy meadow property, with wetlands throughout. The vicinity of the site is generally low density residential,
rural development.
3b. List the total estimated acreage of all existing wetlands on the property: 43.83
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 0
3d. Explain the purpose of the proposed project:
The purpose of the project is to provide for roadway and utility crossings for the proposed residential
subdivision.
3e. Describe the overall project in detail, including the type of equipment to be used:
Excavators, backhoes, dozers, and similar construction equipment will be used to install pipe, bring up roadway fill, and grade proposed roads.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project(including all priorphases) in thepast?
El Yes ❑ No ❑ unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
El Preliminary Q Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): Paul Farley
Agency/Consultant Company: Land Management Group
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Action ID# SAW -2007-04049
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑Yes ❑] No ❑ unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes 0 No
6b. If yes, explain.
No known needed future wetlands disturbance on this tract.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
❑] Wetlands ❑ Streams —tributaries ❑ Buffers ❑l Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2.
Area of
impact
(acres)
W1 P
Fill
Unknown
Yes
Corps
0.084
W2 P
Fill
Unknown
Yes
Corps
0.015
X13 P
Fill
Unknown
Yes
Corps
0.17
W4 P
Fill
Unknown
Yes
Corps
0.009
W5 P
Fill
Unknown
Yes
Corps
0.052
W6 P
Fill
Unknown
Yes
Corps
0.118
2g. Total Wetland Impacts:
0.447
2h. Comments:
19,481 sf of wetlands fill (total) needed to support the roadway crossings for the proposed subdivision. These areas are limited to that area necessary
to make the crossings, install storm drain crossings (where necessary), perform clearing, install slopes/ditching, and utility construction.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 -
Choose one
-
-
S2 -
Choose one
-
-
S3 -
Choose one
-
-
S4 -
Choose one
-
-
S5 -
Choose one
-
-
S6 -
Choose one
-
-
3h. Total stream and tributary impacts
108
3i. Comments:
Page 4 of 10
PCN Form —Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01 P
Unnamed ditch - RPW per delineation
Other
Other
1,005
O2 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water impacts
4g. Comments: 1,UUOof existing ancrito Defined and relocated toa parallel oca ion. ropose o c o om, s opes o
replace existing ditch.
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation. then vou MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number —
Permanent (P) or
Temporary
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
B1 -
Yes/No
B2 -
Yes/No
B3 -
Yes/No
B4 -
Yes/No
B5 -
Yes/No
B6 -
Yes/No
6h. Total Buffer Impacts:
6i. Comments:
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Wetland disturbance areas where fill is required for roadway & utility crossings are the most narrow zones where possible to cross, and still access
uplands on the project. Right of ways were planned in the narrow areas to minimize impacts for the project. Fill impacts are those necessary to make
the crossings only; not for lots, stormwater management, etc.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Sift fence and construction fencing will be utilized to isolate the areas. Outlet protection, chaeck dams, and/or wattles will be installed upstream and
downstream of any proposed storm drain at crossing locations. Stabilization will be completed as soon as the fill is brought up and slopes/shoulders
graded out to plan elevations. Silt fencing will be maintained daily.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
D Yes ❑ No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ 0 Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this
❑ Payment to in -lieu fee program
project?
❑� Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
Type: Choose one
Quantity:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Quantity:
Type: Choose one
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
6. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
The permittee proposes to mitigate through the recordation of a permanent conservation easement, at a 10:1 ratio, for the impact area. Specifically,
permanent impacts are 0.447 acres. Therefore, the conservation easement protecting an 4.5 acre area of existing wetlands, within the limits of the
existing tract, will be executed following the approval of the permit. This will provide conservation and preservation for this property permanently
moving forward. A draft copy of the easement is included to this application for review and comment.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
Yes ❑D No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
24%+/-
4%+ -
2b.
2b.
Does this project require a Stormwater Management Plan?
❑S Yes ❑ No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
A low density stormwater permit is to be obtained for this project, as required by NCDEQ. Heritage Pointe
East will include a curb and guttered street
section with catch basins and curb outlet swales. Although not required, this project will include attenuation basins to limit post-developed peak flows.
Drawings for stormwater permit application are currently being finalized for application to NCDEQ.
2e.
Who will be responsible for the review of the Stormwater Management Plan?
NCDEQ
3.
Certified Local Government Stormwater Review
3a.
In which localgovernment's jurisdiction is thisproject?
N/A - Town of Newport Review - No permit
❑ Phase II
❑ NSW
3b.
Which of the following locally-implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
El Yes ❑] No
attached?
4.
DWQ Stormwater Program Review
OCoastal counties
❑HQW
4a.
Which of the following state-implemented stormwater management programs apply
❑ORW
(check all that apply):
❑Session Law 2006-246
[-]Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes Q No
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑] Yes ❑ No
Page 8of10
PCN Form —Version 1.4 January 2009

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes
❑9 No
use of public (federal/state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
El Yes
❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
Yes
❑ No
letter.)
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
El Yes
❑] No
or Riparian Buffer Rules (15A NCAC 2B.0200)?
2b.
Is this an after-the-fact permit application?
❑Yes
E] No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes
❑] No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4.
Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subliect facility
Proposed lot wastewater will be treated by public sewer, permitted through NNEQ and to be owned and operated by the Town of Newport.
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ❑] No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
-
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
No fish in the ditch. Sometimes wet, sometimes dry. Ditch to be relocated has been classified as "relatively permanent water". 404 wetlands impacted
are sometimes wet, sometimes dry, seasonal.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑ Yes No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
Flood Insurance Rate Map #3720633800J.
John G. Thomas, PE
01/09/2016
Applicant/Agent's Printed Name
Ap licant/ en ' ignature
Date
(Agent's si nature ' id only if an authorization
le r from the applicant isprovided.)
Page 10 of 10

THOMAS ENGINEERING, PA est 1983
civil engineeringe land surveying.project management
OWNER'S AUTHORIZATION FORM
I, Wallace J. Conner, Manager - CONNER-W, LLC, having property OWNERSHIP
rights to the Heritage Pointe Subdivision Site (project), hereby offer AUTHORIZATION
for JW Land, LLC (name) to access and obtain permits for the
Heritage Pointe Subdivision site (area) for the above referenced project.
Wallace J. Conner — Manager, CONNER-W, LLC
Owner (print) /
Signature T Lc Date
I,j,�,a,, . ���lllr'. , a Notary Public of the County of���
State of North Carolina, hereby certify that appeared
personally before me this day and being duly sworn acknox dged that the above form
was executed by him.
Witness my hand and notarized seal, this d5 *t' day of , 20i_(,p_
0, THo •4�My commission expires_
•,,,L'FN 00
1316-B
1316-B Commerce Dride.P.0. Bar 1309 -New Bern, NC 28563
Phare: (2J2)637-2727.F4rtz: (252)636 -2448 -Website: ThomasEngineeringPA.com

NORTH CAROLINA
CARTERET COUNTY
CONSERVATION DECLARATION
This DECLARATION of CONSERVATION COVENANTS, CONDITIONS, and
RESTRICTIONS ("Declaration") is made on this the day of , 2017, by CONNER-W,
LLC, a North Carolina limited liability company, 107 Treasure Cove, Newport, NC 28570
("Declarant").
RECITALS & CONSERVATION PURPOSES
A. Declarant is the sole owner in fee simple of the certain Conservation Property (Property)
being approximately 4.50 acres, and designated as Conservation Easement Tract 1 on that certain map
or plat entitled, Heritage Pointe East Conservation Easement, recorded in Plat Cabinet , Slide
, Book , Page of the Carteret County Registry, reference to which is hereby made for a
more perfect description.
B. The purpose of this Conservation Declaration is to maintain wetland and/or riparian
resources and other natural values of the Property, and prevent the use or development of the Property for
any purpose or in any manner that would conflict with the maintenance of the Property in its natural
condition. The preservation of the Property in its natural condition is a condition of Department of the
Army permit Action SAW -2007-04049 issued by the Wilmington District Corps of engineers (Corps),
required to mitigate for unavoidable impacts to waters of the United States authorized by that permit, and
this Conservation Declaration may therefore be enforced by the United States of America.
Now, therefore, the Declarant hereby unconditionally and irrevocably declares that the Property
shall be held and subject to the following restrictions, covenants and conditions as set out herein, to run
with the subject real property and be binding on all parties that have or shall have any right, title, or
interest in said property.
ARTICLE I. PROHIBITED AND RESTRICTED ACTIVITIES
Any activity on, or use of, the Property inconsistent with the purposes of this Conservation
Declaration is prohibited. The Property shall be maintained in its natural, scenic, and open condition and
restricted from any development or use that would impair or interfere with the conservation purposes of
this Conservation Declaration set forth above.
Without limiting the generality of the foregoing, the following activities and uses are expressly
prohibited or restricted.
A. Disturbance of Natural Features. Any change disturbance, alteration or
impairment of the natural features of the Property or any introduction of non-native plants and/or animal
species is prohibited.

B. Construction. There shall be no constructing or placing of any building, mobile home,
asphalt or concrete pavement, billboard or other advertising display, antenna, utility pole, tower, conduit,
line, pier, landing, dock or any other temporary or permanent structure or facility on or above the
property.
C. Industrial, Commercial and Residential Use. Industrial, residential and/or commercial
activities, including any right of passage for such purposes are prohibited.
D. Apicultural, Grazing and Horticultural Use. Agricultural, grazing, animal husbandry,
and horticultural use of the Property are prohibited.
E. Vegetation. There shall be no removal, burning, destruction, harming, cutting or
mowing of trees, shrubs, or other vegetation on the Property.
F. Roads and Trails. There shall be no construction of roads, trails or walkways on the
Property.
G. Si ngnage. No signs shall be permitted on or over the Property, except the posting of
no trespassing signs, signs identifying the conservation values of the Property, signs giving directions or
proscribing rules and regulations for the use of the Property and/or signs identifying the Grantor as Owner
of the Property.
H. Dumping or Storage. Dumping or storage of soil, trash, ashes, garbage, waste,
abandoned vehicles, appliances, machinery or hazardous substances, or toxic or hazardous waste, or any
placement of underground or aboveground storage tanks or other materials on the Property is prohibited.
I. Excavation, Dredging or Mineral Use. There shall be no grading, filling, excavation,
dredging, mining or drilling; no removal of topsoil, sand, gravel, rock, peat, minerals or other materials,
and no change in the topography of the land in any manner on the Property, except to restore natural
topography or drainage patterns.
J. Water Quality and Drainage Pattern. There shall be no diking, draining, dredging,
channeling, filling, leveling, pumping, impounding or related activities, or altering or tampering with
water control structures or devices, or disruption or alteration of the restored, enhanced, or created
drainage patterns. In addition, diverting or causing or permitting the diversion of surface or underground
water into, within or out of the easement area by any means, removal of wetlands, polluting or
discharging into waters, springs, seeps, or wetlands, or use of pesticide or biocides is prohibited.
k. Development Rights. No Development rights that have been encumbered or
extinguished by this Conservation Declaration shall be transferred pursuant to a transferable development
rights scheme or cluster development arrangement or otherwise.
L. Vehicles. The operation of mechanized vehicles, including, but not limited to,
motorcycles, dirt bikes, all -terrain vehicles, cars and trucks is prohibited.
►a

M. Other Prohibitions. Any other use of, or activity on, the Property which is or may
become inconsistent with the purposes of this grant, the preservation of the Property substantially in its
natural condition, or the protection of its environmental systems, is prohibited.
ARTICLE H. ENFORCEMENT & REMEDIES
A. This Declaration is intended to ensure continued compliance with the mitigation
condition of authorizations issued by the United States of America, U. S. Army Corps of Engineers,
Wilmington District, and therefore may be enforced by the United States of America. This covenant is to
run with the land and shall be binding on all parties and all persons claims under the Declarant.
B. Corps, its employees and agents and its successors and assigns, have the right, with
reasonable notice, to enter the Property at reasonable times for the purpose of inspecting the Property to
determine whether the Declarant, Declarant's representatives, or assigns are complying with the terms,
conditions and restrictions of this Conservation Declaration.
C. Nothing contained in this Conservation Declaration shall be construed to entitle Corps to
bring any action against Declarant for any injury or change in the Conservation Property caused by third
parties, resulting from causes beyond the Declarant's control, including, without limitation, fire, flood,
storm, and earth movement, or from any prudent action taken in good faith by the Declarant under
emergency conditions to prevent, abate, or mitigate significant injury to life, damage to Property or harm
to the Property resulting from such causes.
ARTICLE M. PUBLIC ACCESS
A. This Conservation Declaration does not convey to the public the right to enter the
Property for any purpose whatsoever.
ARTICLE IV. DOCUMENTATION AND TITLE
A. Conservation Property Condition. The Declarant represents and acknowledges that
the Property is currently undeveloped land, with no improvements other than any existing utility lines,
Declarations and rights of way.
B. Title. The Declarant covenants and represents that the Declarant is the sole owner and
is seized of the Property in fee simple and has good right to make the herein Declaration; that there is
legal access to the Property, that the Property is free and clear of any and all encumbrances, except
Declarations of record.
3

ARTICLE V. MISCELLANEOUS
A. Conservation Purpose.
(1) Declarant, for itself, its successors and assigns, agrees that this Conservation
Property shall be held exclusively for conservation purposes.
B. Entire Agreement. This instrument sets forth the entire agreement of the parties with
respect to the Conservation Declaration and supersedes all prior discussions, negotiations, understandings
or agreements relating to the Conservation Declaration. If any provision is found to be invalid, the
remainder of the provisions of this Conservation Declaration, and the application of such provision to
persons or circumstances other than those as to which it is found to be invalid, shall not be affected
thereby.
C. Recording. Declarant shall record this instrument and any amendment hereto in
timely fashion in the official records of Craven County, North Carolina, and may re-record it at any time
as may be required to preserve its rights.
D Environmental Condition of Conservation Property. The Declarant warrants and
represents that to the best of its knowledge after appropriate inquiry and investigation: (a) the Property
described herein is an at all times hereafter will continue to be in full compliance with all federal, state
and local environmental laws and regulations, and (b) as of the date hereof there are no hazardous
materials, substances, wastes, or environmentally regulated substances (including, without limitation, any
materials containing asbestos) located on, in or under the Property or used in connection therewith, and
that there is no environmental condition existing on the Property that may prohibit or impede use of the
Property for the purposes set forth in the Recitals.
IN WITNESS WHEREOF, the parties have cause this instrument to be executed in such form as
to be binding, the day and year first above written.
CONNNER-W, LLC
By:
Wallace J. Conner - Manager
11
(Seal)

NORTH CAROLINA
CARTERET COUNTY
I, , a Notary Public of the county and state
aforesaid, certify that on this date before me personally appeared Wallace J. Conner of CONKER -W,
LLC, personally known to me or who produced NC Driver's License as identification and voluntarily
signed the foregoing or attached instrument for the purposes therein stated and in the capacity indicated.
Witness my hand and official stamp or seal this the day of , 2017.
Notary Public
My Commission Expires:
G

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW -2007-04049 County: Carteret U.S.G.S. Quad: NC-MASONTOWN
Property Owner:
Agent:
Size (acres)
Nearest Waterway
USGS HUC
NOTIFICATION OF JURISDICTIONAL DE
Wallace Conner
200 Diamond Cove
Newport NC, 28570
Paul Farley LMG
3805 Wrightsville Avenue
Wilmington NC 28403
84
Shoe Branch
03020301
Nearest Town
River Basin
Coordinates
Newport
White Oak River
Latitude: 34.7998729557746
Longitude: -76.8828605820693
Location description: The 84 -acre tract is located US 70 on the East Nine Foot Road -SR -1 127 to the South. Howard
Road to the West and Masontown road North, adjacent to UT of Shoe Branch. Newport River. Nr
Indicate Which of the Following Apply:
A. Preliminary Determination
_ Based on preliminary information, there may be waters of the U.S. including wetlands on the above described project area.
We strongly suggest you have this property inspected to determine the extent of Department of the Army (DA)
jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps. This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33
CFR Part 331). If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district
for further instruction. Also, you may provide new information for further consideration by the Corps to reevaluate the
JD.
B. Approved Determination
_ There are Navigable Waters of the United States within the above described project area subject to the permit requirements
of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law
or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of
this notification.
There are waters of the U.S. including wetlands on the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this detennination may be relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the waters of the U.S. including wetlands on your project area delineated. Due to the
size of your property and/or our present workload, the Corps may not be able to accomplish this wetland delineation in a
timely manner. For a more timely delineation, you may wish to obtain a consultant. To be considered final, any
delineation must be verified by the Corps.
_ The waters of the U.S. including wetlands on your project area have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to
CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be
relied upon for a period not to exceed five years.
2LThe waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on March 10, 2016. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
Page 1 of 2

_ There are no waters of the U.S., to include wetlands, present on the above described project area which 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 five years from the date of this
notification.
2C The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Morehead City, NC, at [phone] to
determine their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311): If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Thomas Charles at 9tO-251-4101 or
thomas.o.charlesQ,usace.army.rail.
C. Basis For Determination: This site exhibits wetland criteria as described in the 1987 Corps Wetland
Delineation Manual and the Atlantic and Gulf Coastal Plain Regional Supplement. Wetlands on-site are
considered jurisdictional under Section 404 of the Clean Water Act. In addition, there is a Relatively
Permanent Water (RPW) also considered jurisdictional under Section 404 of the Clean Water Act. This
determination is based on a site visit conducted by Tom Charles of the Corps on March 10, 2016. The
enclosed survey plat titled "Wetland Survey Conner- W LLC Property" dated August 10, 2010, accurately
depicts the extent of on-site jurisdictional waters of the U.S including wetlands. The area depicted with a
red X on the referenced signed survey is excluded from this iurisdictional determination.
D. Remarks:
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for
the particular site identified in this request. The delineation/determination may not be valid for the wetland
conservation provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or
anticipate participation in USDA programs, you should request a certified wetland determination from the local
office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as
indicated in B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object
to this determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331.
Enclosed you will find a Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If
you request to appeal this determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 1OM15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the
criteria for appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of
the date of the NAP. Should you decide to submit an RFA form, it must be received at the above address by My
28.2016.
**It is not necessary to submit an RFA form to the Division Office if you do
correspondence.*
Corps Regulatory Official:
object to the determination in this
Date: March 28.2016 Expiration Date: March 28.2021
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 our Customer Satisfaction Survey, located online at http://reaulatorusacesurvev.com/.

t�
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1 (CONT.)
2
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}# 3.16'21' E.
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7
Oi
9 9' E.11r031: 1 .
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,ms. x +c, 59'63' .432
3s'If' nma
'ima: 3e• 9 se• . 179933. 97m61
01033. 135.6.45• E: 55:
.10311: 1
•1010. 3 N')l' E. 4 Y1029
JxF6. 0.39x/M[RE31, Y166.339x'i.F.t
8
01010. X66.19•.9 s' 6. 11
X,%9. 1 N•55'Sr' N. 15:N: 914`60
12 31'0+' 6
9•'60' V. 1
63065: n 5 ,5
E 12:09. 0 E.006912
X1 12.3 3.10'16' E. J .p3• X1061
0706 0 ,"
6: N 39.3'" E. 31.°:19: X109309
0' E: 260.
63456: 5 91.59'p' E. ,6.6f. YI m1
0: 5 06.95'56" F. Ji.,S. 91053
i MS. 5 ]'10'36' v. 111. Y10S.
.NF.• O.,l •/-f.fAE5r542T.202x'15'F.1
9 10
1 x 12'.66.19• v: 1a:.1::io i vi236. N �•3T'39' E. 16M It
0:60: 9t E31
X+03,. M ]3.15'.1' E. 19. ie. Y X,1)3. I.' 'l1• E. 11.06. 116
Ai0J0. 'P" 'V
E. . 5 69.03'„' E. .11. X60343
Oi 019. X }2.61'59' E: 2B 33• x1011 Y052. S u•l.'11 31' F: 31.Of. 69033
ii.41: a 00.19'5]' 12': .1.
2.31'51" F: 2319: woo
910.3• ] St•s9'1{6' Y. 243. 1.. Y10a6 X0,9. 5 59.011.• E. 1.66. X6011
0106 a: 3 6Y06 3121131; a: Oi'ss' n01i 011 5 1391.90 E: 31:52. A01A
0.2. 5 3]•90'x, -16. 91• 'S0' E. A:
Xs01.
1REe• 0.11X- 6(![511956.%.1- S.F.) 119fOW33 517.10'31' 3: 53:19: n012
6.011. 1 IS•33:32• A.
25.0]. RN0o10
95009: 5 99;'' E: 25:56. Obi.
00006. 3 ]J•s3',.9' 3: 10. W. ia0�
X006:77:32: Y1214
6xE.• 1.03x/- 60 31.6%J.92Sl- S.F.
TOTAL WETLANDS AREA-
45.26*/- ACRES
(1971856.781/- SQUARE FEET)
A E`f'YxoMn°u,�1.i,6lNob<a 16ETM16 kau:16'1]°.. NY 1.
SUM'DFS CERTIFICATE
I�iYMIN31rtW )aa5,>7°'°� i®p xNY3 iFllxcn 1.
Noi�ulv9YwwiYl ly N I��Nw1¢i M10.
CERTIFICATE OF PUIF SlE FLAT �0EE ff�� �
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3
326300 326600
34° 48 29" N
M
m�
M
327200
Soil Map—Carteret County, North Carolina
(Heritage Pointe)
327500 327800 328100 328400
I_ i4I
Waming: Soil Map may not be valid at
349 47 24. N �. I
326300 326600 326900 327200 327500 327800
3
Map Scale: 1:14,200 if printed on A landscape (11" x 8.5') sheet.
Meters
NN 0 200 400 800 1200
/V
0 5001000 2000 30
Map projection: 00 Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS84
USDA Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
328700 329000
328100 328400 328700 329000
329300
1 48' 29" N
34° 47 247 N
329300
3
in
10/20/2016
Page 1 of 3

Soil Map—Carteret County, North Carolina
(Heritage Pointe)
MAP LEGEND
MAP INFORMATION
Area of Interest (AOI)
Spoil Area
The soil surveys that comprise your AOI were mapped at 1:24,000.
Area of Interest (AOI)
Stony Spot
Warning: Soil Map may not be valid at this scale.
Soils
Soil Map Unit Polygons
Very Stony Spot
Enlargement of maps beyond the scale of mapping can cause
Wet Spot
misunderstanding of the detail of mapping and accuracy of soil line
. 0
Soil Map Unit Lines
placement. The maps do not show the small areas of contrasting
0
Soil Map Unit Points
Other
soils that could have been shown at a more detailed scale.
.- Special Line Features
Special
Point Features
Please rely on the bar scale on each map sheet for map
Blowout
Water Features
measurements.
Streams and Canals
Borrow Pit
Source of Map: Natural Resources Conservation Service
Transportation
Web Soil Survey URL: http:/twebsoilsurvey.nres.usda.gov
Clay Spot
Rails
Coordinate System: Web Mercator (EPSG:3857)
Closed Depression
Interstate Highways
Maps from the Web Soil Survey are based on the Web Mercator
X,
Gravel Pit
US Routes
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Gravelly Spot
Major Roads
Albers equal-area conic projection, should be used if more accurate
�"
Landfill
calculations of distance or area are required.
Local Roads
Lava Flow
Background
This product is generated from the USDA-NRCS certified data as of
the version date(s) listed below.
Z.
Marsh or swamp
Aerial Photography
Soil Survey Area: Carteret County, North Carolina
Mine or Quarry
Survey Area Data: Version 18, Sep 29, 2015
Miscellaneous Water
Soil map units are labeled (as space allows) for map scales 1:50,000
Q
Perennial Water
or larger.
Rock Outcrop
Date(s) aerial images were photographed: May 9, 2010—Mar 3,
Saline Spot
2011
The orthophoto or other base map on which the soil lines were
Sandy Spot
compiled and digitized probably differs from the background
Severely Eroded Spot
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.
Sinkhole
.;
Slide or Slip
Sodic Spot
uSDA Natural Resources Web Soil Survey 10/20/2016
Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil, Map -Carteret County, North Carolina
Map Unit Legend
Heritage Pointe
Carteret County, North Carolina (NC031)
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
AuB
Autryville loamy fine sand, 0 to
6 percent slopes
24.2
2.3%
ByB
Baymeade fine sand, 1 to 6
percent slopes
29.2
2.8%
CnB
Conetoe loamy fine sand, 0 to 5
percent slopes
2.7
0.3%
CrB
Craven loam, 1 to 4 percent
slopes
4.7
0.4%
GoA
Goldsboro loamy fine sand, 0 to
2 percent slopes
78.5
7.5%
KuB
Kureb sand, 0 to 6 percent
slopes
186.9
17.8%
Ln
Leon sand
251.9
24.1%
Ly
Lynchburg fine sandy loam
8.9
0.9%
MA
Masontown mucky loam,
frequently flooded
46.3
4.4%
Mn
Mandarin sand
114.9
11.0%
Mu
Murville mucky sand
94.3
9.0%
NoB
Norfolk loamy fine sand, 2 to 6
percent slopes
64.3
6.1%
On
Onslow loamy sand
40.1
3.8%
Pa
Pantego fine sandy loam
20.5
2.0%
Re
Rains fine sandy loam, 0 to 2
percent slopes, Atlantic
Coast Flatwoods
38.2
3.7%
Se
Seabrook fine sand
0.3
0.0%
Tm
Tomotley fine sandy loam
5.2
0.5%
To
Torhunta mucky fine sandy
loam
26.9
2.6%
W
Water
9.0
0.9%
Totals for Area of Interest
1,047.0
100.0%
LJSDA Natural Resources Web Soil Survey 10/20/2016
Conservation Service National Cooperative Soil Survey Page 3 of 3

THOMAS ENGINEERING, PA est 1983
civil engineering* land surveying.project management
To: NC Division of Environmental Quality
NC Division of Water Resour AI�
401 and Buffer Permittin
1617 Mail Service Center
Raleigh, NC 27699-1617
January 9, 2017
2 0 1 7 0 0 6 0
Re: Heritage Pointe East
Wetland Crossing (Fill) 401 Certification Application — Nationwide 29
Reference Action ID# SAW -2007-04049
Carteret County, Town of Newport, North Carolina
2014_012
To Whom it May Concern,
Please find enclosed for the above referenced project for your review and approval four
(4) copies of the PCN form, four (4) copies of the plans, four (4) copies of all
miscellaneous attachments, and one (1) check for the application review fee of $240.00
(Check No. 12583).
This Pre -Construction Notification application is for dual Nationwide 29 permit to fill
404 wetlands and for 401 Certification to fill approximately 0.447 acres of wetlands for
the above referenced project. Per our previous correspondence, fill is minimized to the
extent necessary for the roadway/utility crossings for this subdivision. A 4.5 acre on-site
conservation easement is proposed to mitigate for the impacts. Therefore, the
conservation area is 10 times (10:1 ratio) that area being impacted. A draft copy of the
conservation easement is attached for review and comments.
A NWP 29 permit package is simultaneously being sent the US Army Corps of Engineers
under a separate cover for review and approval. Please review the enclosed documents
and let me know if you need any additional information. If you have any questions or
comments, please advise.
Thank you,
2111,1MMM _0
Bobby Billingsley, PE
[e-mail]
Enclosures
1316-B Commerce Drive.P.0. Box 1309.New Bern, NC 28563
Phone: [phone].Fax: [phone].Website: ThomasEngineeringPA.com

VICINITY MAP 1' ; 2000' room
MASON TOWN RD �� 1
Know whets WOW.
Cell bdm lrou f.
h
o
7 �
� •t _ fY
Z
GENERAL NOTES
1. BOUNDARY INFORMATION AS SHOWN HEREIN IS AS PROVIDED
ON THE "WETLANDS SURVEY- CONNER-W, LLC PROPERTY" AS
PREPARED BY STROUD ENGINEERING, PA, SURVEYOR PHILIP
COLLIER (PLS #L-4396), AND DATED AUGUST 30, 2010.
2, DEED REFERENCE: DB 1358, PG 389.
3. PIN: 633807587301000.
4. PROPOSED PROJECT IS LOW DENSITY WITH LESS THAN 24%
COVER, AND WITH PEAK FLOW ATTENUATION DEVICES AS
NECESSARY.
5. THE EXISTING SITE IS A COMBINATION OF OPEN FIELDS,
WOODED AREAS, AND WETLANDS.
4. ELEVATIONS ARE BASED ON NAVD 1988 DATUM,
5. EXISTING CONTOUR INTERVALS SHOWN ARE AT ONE FOOT
INTERVALS,
6. THIS PROJECT SCALES WITHIN ZONE X', NOT WITHIN THE
100 -YR FLOODPLAIN, AS SHOWN ON FLOOD INSURANCE RATE
MAP # 3720633800J, DATED JULY 16, 2003, AND AS
ESTABLISHED BY FEMA. THIS REPORT IN NO WAY
SUPERCEDES THE ABOVE MENTIONED FIRM.
7. THIS PROJECT IS NOT IN AN AREA OF ENVIRONMENTAL
CONCERN.
8. SECTION 404 WETLANDS & UPLANDS AS SHOWN SHOWN ARE
AS PROVIDED ON THE "WETLANDS SURVEY- CONNER-W, LLC
PROPERTY" AS PREPARED 8Y STROUD ENGINEERING, PA,
SURVEYOR PHILIP COLLIER (PLS #L-4396), DATED AUGUST 30,
2010, AND RE -APPROVED BY THE US ARMY CORPS OF
ENGINEERS ON MARCH 28, 2016.
9. NO BLUE -LINE STREAMS EXIST ON THIS TRACT.
10. ALL PROPOSED ELECTRICAL, CABLE, TELEPHONE, AND OTHER
COMMUNICATION WIRING SHALL BE INSTALLED
UNDERGROUND,
11. DESIGN OF ELECTRICAL, CABLE, TELEPHONE, GAS, ETC.
UTILITIES SHALL BE BY OTHERS.
12, ALL PROPOSED STORM DRAINAGE SHALL BE REINFORCED
CONCRETE PIPES.
13. SEDIMENTATION AND EROSION CONTROL PERMIT REQUIRED.
14. STATE STORMWATER PERMITS ARE REQUIRED.
15, PUBLIC WATER SUPPLY (PWS) PERMIT IS REQUIRED.
16. SEWER EXTENSION PERMIT IS REQUIRED.
COPYRIGHT ® 2018 BY THOMAS ENGINEERING P.A.
ALL RIGHTS RESERVED. THESE DRAWINGS ARE
INSTRUMENTS OF SERVICE AND AS SUCH REMAIN
THE PROPERTY OF THOMAS ENGINEERING P.A.
NEITHER THIS DOCUMENT NOR ANY PART OF THIS
DOCUMENT MAY BE REUSED, REPRODUCED OR
TRANSMITTED IN ANY FORM OR BY ANY MEANS,
ELECTRONIC OR MECHANICAL INCLUDING BUT NOT
LIMITED TO PHOTOCOPYING, MICROFILMING AND
RECORDING, OR BYANY INFORMATION STORAGE
AND RETRIEVAL SYSTEM, WITHOUT PERMISSION IN
WRITING FROM THOMAS ENGINEERING P.A.
PROPOSED RELOCA
(WA TE,
(SHE
EXIST
(WA TEF
(SHEE
GRAPHIC SCALE
100 50 0 100
(11 "X 17')
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19 B3
T(,l.
VICINITY & INDEX PLAN
WETLAND FILL & WATERS OF
U.S. RELOCATION DRAWINGS
FOR
HERITAGE POINTE EAST
TOWN OF NEWPORT CARTERET COUNTY NORTH CAROLINA
OWNER DEVELOPER
CONKER -W, CLC JW LAND, LLC
107 TREASURE COVE 410.5 FRONT STREET
NEWPORT, NC 26570 BEAUFORT, NC 26516
SCALE: ill: DATE., 12129/2016
PROJECT #: 2015 004 SHEET., 1 o/ 11
LEGEND
- BOUNDARY LINES
PROPOSED CONTOURS
ROADWAY €
-
PROPOSED LOT LINES
EXISTING CONTOURS
(�—
- PROPOSED LOTS I
ASPHALT/SIDEWALKAREAS
PROPOSED DITCH LINES
PROPOSED STORM DRAIN
— w
404 WETLAND LINE
TEMPORARY SILT FENCE
®
404 WETLANDS ®
TEMPORARY WATTLE
—
PROPOSED WATER MAINS
- 404 WETLAND FILL AREAS
--SS-# —
PROPOSED SEWER MAINS
``'111111IIIIIIJJ,I
��•�GINEEIp rlf
F.: SEAL y
C-438
r ^
r
19 B3
T(,l.
VICINITY & INDEX PLAN
WETLAND FILL & WATERS OF
U.S. RELOCATION DRAWINGS
FOR
HERITAGE POINTE EAST
TOWN OF NEWPORT CARTERET COUNTY NORTH CAROLINA
OWNER DEVELOPER
CONKER -W, CLC JW LAND, LLC
107 TREASURE COVE 410.5 FRONT STREET
NEWPORT, NC 26570 BEAUFORT, NC 26516
SCALE: ill: DATE., 12129/2016
PROJECT #: 2015 004 SHEET., 1 o/ 11

GENERAL NOTES
1. BOUNDARY INFORMATION AS SHOWN HEREIN IS AS PROVIDED
ON THE "WETLANDS SURVEY - CONNER-W, LLC PROPERTY" AS
PREPARED BY STROUD ENGINEERING, PA, SURVEYOR PHILIP
COLLIER (PLS #L-4396), AND DATED AUGUST 30, 2010.
2. DEED REFERENCE: DB 1358, PG 389.
3. PIN: 633807587301000.
4. PROPOSED PROJECT IS LOW DENSITY WITH LESS THAN 24
COVER, AND WITH PEAK FLOW ATTENUATION DEVICES AS
NECESSARY.
5. THE EXISTING SITE IS A COMBINATION OF OPEN FIELDS,
WOODED AREAS, AND WETLANDS.
4. ELEVATIONS ARE BASED ON NA VD 1988 DATUM.
5. EXISTING CONTOUR INTERVALS SHOWN ARE AT ONE FOOT
INTERVALS.
6. THIS PROJECT SCALES WITHIN 'ZONE X', NOT WITHIN THE
100 -YR FLOODPLAIN, AS SHOWN ON FLOOD INSURANCE RATE
MAP # 3720633800J, DATED JULY 16, 2003, AND AS
ESTABLISHED BY FEMA. THIS REPORT IN NO WAY
SUPERCEDES THE ABOVE MENTIONED FIRM.
7. THIS PROJECT IS NOT IN AN AREA OF ENVIRONMENTAL
CONCERN.
8. SECTION 404 WETLANDS & UPLANDS AS SHOWN SHOWN ARE
AS PROVIDED ON THE "WETLANDS SURVEY - CONNER-W, LLC
PROPERTY" AS PREPARED BY STROUD ENGINEERING, PA,
SURVEYOR PHILIP COLLIER (PLS #L-4396), DATED AUGUST 30,
2010, AND RE -APPROVED BY THE US ARMY CORPS OF
ENGINEERS ON MARCH 28, 2016.
9. NO BLUE -LINE STREAMS EXIST ON THIS TRACT.
10. ALL PROPOSED ELECTRICAL, CABLE, TELEPHONE, AND OTHER
COMMUNICATION WIRING SHALL BE INSTALLED
UNDERGROUND,
11. DESIGN OF ELECTRICAL, CABLE, TELEPHONE, GAS, ETC.
UTILITIES SHALL BE BY OTHERS.
12. ALL PROPOSED STORM DRAINAGE SHALL BE REINFORCED
CONCRETE PIPES.
13, SEDIMENTATION AND EROSION CONTROL PERMIT REQUIRED.
14. STATE STORMWATER PERMITS ARE REQUIRED.
15. PUBLIC WATER SUPPLY (PWS) PERMIT IS REQUIRED.
16, SEWER EXTENSION PERMIT IS REQUIRED.
:FINAL DRA WINGS
leasedfor permits only,
released for construction.
GRAPHIC SCALE, Ile N/F
KEITH MASQN
ao o >ao_ ' — DB 592, PG 4
(11"X 17'J / � � � � � � � J
10� — — — _ ZONED R-20 \ Know wh-af OW.
ta�� before you �g
� � � � � •.ti`4Ti!"E X18
_ ..,...y ___;..F
PT: 7449
Fu ,,00 m (VDENC"LVD B.00
80' R/W (COLLECTOR, " UMig
� - 1 -
t ./r
�
1,922 SF � - `� , 1,731 SF
t
/ r
32.0'
INDEPENDENCE BLVD
32.0'
24.0'-
�i
6+00
24.0'
7+00 8+00 9+00 10+00
STATION
z
C4
LAJW
z
W
kn
G
X
LEGEND
DATA TABLE tttlultit ttIllIItlr PLAN AND PROFILE 'A'
-BOUNDARY LINES -PROPOSED CONTOURS ���� rrrrr ���1 rrr
-- ROADWAY 4 `�t GIN frf �� i� CARO rrr
SITE WELTAND FILL AREA - PROPOSED LOT LINES .`� tt`t`tt� 1"'�. ��i ~� 04 0`` SS j��''•
I 3,654 SF (0.084 AC) -- — — ##' — -EXISTING CONTOURS P R I ` tt ,ttittlto if '. ` WETLAND FILL & WATERS OF
U.S. RELOCATION DRAWINGS
B 657 SF (0.015 AC) - PROPOSED LOTS ASPHALT/SIDEWALKAREAS -� �' f
C 7,392SF(0.170AC) =_'�=� " = '�� SEAL �' FOR
D 411 SF (0.009 AC) - PROPOSED DITCH LINES PROPOSED STORM DRAIN SEAL -
E 2,245 SF (0.052 AC) --- w - - 404 WETLAND LINE® C —438 1014 HERITAGE POINTE EAST
0 0 o TEMPORARY SILT FENCE
F 5,122 SF (0.118 AC) y�1 �� ti TOWN OF NEWPORT CARTERET COUNTY NORTH CAROLINA
TOTAL 19,481 SF 0.447 AC TEMPORARY WATTLE . o ' , `
( 1 ® 404 WETLANDS ® i ,''�. CAIS' :` , �� �' I N t
OWNER DEVELOPER
rf 'trtnnttt` 1ti �� ttnnturitU _{,�ti' CONNER-W, LLC JW LAND, LLC
EXISTING 107 TREASURE COVE 410-5
PROPOSED/TCH LENGTH 1,005 LFRELOCATED DITCH = 1, 35 LF 404 WETLAND FILL AREAS . , .. _ PROPOSED WATER MAINS ''r.,r II 928 3t*������ rf f r III 1? ODI',` NEWPORT, NC 26570 BEAUFORT,NC 28516
---SS-#— PROPOSED SEWER MAINS SCALE: 1": 40' DATE: 1212912016
PROJECT #. 2015 004 SHEET: 2 o, f,
DRAWING INDEX
SHEET
NAME
1
VICINITY & INDEX PLAN
2
PLAN & PROFILE A'
3
PLAN & PROFILE 'B'
4
PLAN & PROFILE'C'
5
PLAN & PROFILED'
6
PLAN & PROFILE E'
7
PLAN & PROFILE F'
8
SECTIONS
9
DITCH RELOCATION
10
EROSION CONTROL DETAILS
11
CONSERVATION EASEMENT AREA
GENERAL NOTES
1. BOUNDARY INFORMATION AS SHOWN HEREIN IS AS PROVIDED
ON THE "WETLANDS SURVEY - CONNER-W, LLC PROPERTY" AS
PREPARED BY STROUD ENGINEERING, PA, SURVEYOR PHILIP
COLLIER (PLS #L-4396), AND DATED AUGUST 30, 2010.
2. DEED REFERENCE: DB 1358, PG 389.
3. PIN: 633807587301000.
4. PROPOSED PROJECT IS LOW DENSITY WITH LESS THAN 24
COVER, AND WITH PEAK FLOW ATTENUATION DEVICES AS
NECESSARY.
5. THE EXISTING SITE IS A COMBINATION OF OPEN FIELDS,
WOODED AREAS, AND WETLANDS.
4. ELEVATIONS ARE BASED ON NA VD 1988 DATUM.
5. EXISTING CONTOUR INTERVALS SHOWN ARE AT ONE FOOT
INTERVALS.
6. THIS PROJECT SCALES WITHIN 'ZONE X', NOT WITHIN THE
100 -YR FLOODPLAIN, AS SHOWN ON FLOOD INSURANCE RATE
MAP # 3720633800J, DATED JULY 16, 2003, AND AS
ESTABLISHED BY FEMA. THIS REPORT IN NO WAY
SUPERCEDES THE ABOVE MENTIONED FIRM.
7. THIS PROJECT IS NOT IN AN AREA OF ENVIRONMENTAL
CONCERN.
8. SECTION 404 WETLANDS & UPLANDS AS SHOWN SHOWN ARE
AS PROVIDED ON THE "WETLANDS SURVEY - CONNER-W, LLC
PROPERTY" AS PREPARED BY STROUD ENGINEERING, PA,
SURVEYOR PHILIP COLLIER (PLS #L-4396), DATED AUGUST 30,
2010, AND RE -APPROVED BY THE US ARMY CORPS OF
ENGINEERS ON MARCH 28, 2016.
9. NO BLUE -LINE STREAMS EXIST ON THIS TRACT.
10. ALL PROPOSED ELECTRICAL, CABLE, TELEPHONE, AND OTHER
COMMUNICATION WIRING SHALL BE INSTALLED
UNDERGROUND,
11. DESIGN OF ELECTRICAL, CABLE, TELEPHONE, GAS, ETC.
UTILITIES SHALL BE BY OTHERS.
12. ALL PROPOSED STORM DRAINAGE SHALL BE REINFORCED
CONCRETE PIPES.
13, SEDIMENTATION AND EROSION CONTROL PERMIT REQUIRED.
14. STATE STORMWATER PERMITS ARE REQUIRED.
15. PUBLIC WATER SUPPLY (PWS) PERMIT IS REQUIRED.
16, SEWER EXTENSION PERMIT IS REQUIRED.
:FINAL DRA WINGS
leasedfor permits only,
released for construction.
GRAPHIC SCALE, Ile N/F
KEITH MASQN
ao o >ao_ ' — DB 592, PG 4
(11"X 17'J / � � � � � � � J
10� — — — _ ZONED R-20 \ Know wh-af OW.
ta�� before you �g
� � � � � •.ti`4Ti!"E X18
_ ..,...y ___;..F
PT: 7449
Fu ,,00 m (VDENC"LVD B.00
80' R/W (COLLECTOR, " UMig
� - 1 -
t ./r
�
1,922 SF � - `� , 1,731 SF
t
/ r
32.0'
INDEPENDENCE BLVD
32.0'
24.0'-
�i
6+00
24.0'
7+00 8+00 9+00 10+00
STATION
z
C4
LAJW
z
W
kn
G
X
LEGEND
DATA TABLE tttlultit ttIllIItlr PLAN AND PROFILE 'A'
-BOUNDARY LINES -PROPOSED CONTOURS ���� rrrrr ���1 rrr
-- ROADWAY 4 `�t GIN frf �� i� CARO rrr
SITE WELTAND FILL AREA - PROPOSED LOT LINES .`� tt`t`tt� 1"'�. ��i ~� 04 0`` SS j��''•
I 3,654 SF (0.084 AC) -- — — ##' — -EXISTING CONTOURS P R I ` tt ,ttittlto if '. ` WETLAND FILL & WATERS OF
U.S. RELOCATION DRAWINGS
B 657 SF (0.015 AC) - PROPOSED LOTS ASPHALT/SIDEWALKAREAS -� �' f
C 7,392SF(0.170AC) =_'�=� " = '�� SEAL �' FOR
D 411 SF (0.009 AC) - PROPOSED DITCH LINES PROPOSED STORM DRAIN SEAL -
E 2,245 SF (0.052 AC) --- w - - 404 WETLAND LINE® C —438 1014 HERITAGE POINTE EAST
0 0 o TEMPORARY SILT FENCE
F 5,122 SF (0.118 AC) y�1 �� ti TOWN OF NEWPORT CARTERET COUNTY NORTH CAROLINA
TOTAL 19,481 SF 0.447 AC TEMPORARY WATTLE . o ' , `
( 1 ® 404 WETLANDS ® i ,''�. CAIS' :` , �� �' I N t
OWNER DEVELOPER
rf 'trtnnttt` 1ti �� ttnnturitU _{,�ti' CONNER-W, LLC JW LAND, LLC
EXISTING 107 TREASURE COVE 410-5
PROPOSED/TCH LENGTH 1,005 LFRELOCATED DITCH = 1, 35 LF 404 WETLAND FILL AREAS . , .. _ PROPOSED WATER MAINS ''r.,r II 928 3t*������ rf f r III 1? ODI',` NEWPORT, NC 26570 BEAUFORT,NC 28516
---SS-#— PROPOSED SEWER MAINS SCALE: 1": 40' DATE: 1212912016
PROJECT #. 2015 004 SHEET: 2 o, f,

DRAWING INDEX
SHEET NAME
1 VICINITY & INDEX PLAN
2 PLAN & PROFILE A'
3 PLAN & PROFILE B'
4 PLAN & PROFILE'C'
5 PLAN & PROFILE'D'
6 PLAN & PROFILE E'
7 PLAN & PROFILE F'
8 SECTIONS
9 DITCH RELOCATION
10 EROSION CONTROL DETAILS
11 CONSERVATION EASEMENT AREA
GENERAL NOTES
1. BOUNDARY INFORMATION AS SHOWN HEREIN IS AS PROVIDED
ON THE "WETLANDS SURVEY - CONNER-W, LLC PROPERTY" AS
PREPARED BY STROUD ENGINEERING, PA, SURVEYOR PHILIP
COLLIER (PLS #L-4396), AND DATED AUGUST 30, 2010.
2. DEED REFERENCE: DB 1358, PG 389,
3. PIN: 633807587301000.
4. PROPOSED PROJECT IS LOW DENSITY WITH LESS THAN 24
COVER, AND WITH PEAK FLOW ATTENUATION DEVICES AS
NECESSARY.
5. THE EXISTING SITE IS A COMBINATION OF OPEN FIELDS,
WOODED AREAS, AND WETLANDS.
4. ELEVATIONS ARE BASED ON NAVD 1988 DATUM.
5. EXISTING CONTOUR INTERVALS SHOWN ARE AT ONE FOOT
INTERVALS.
6. THIS PROJECT SCALES WITHIN 'ZONE X', NOT WITHIN THE
100 -YR FLOODPLAIN, AS SHOWN ON FLOOD INSURANCE RATE
MAP # 3720633800J, DATED JULY 16, 2003, AND AS
ESTABLISHED BY FEMA. THIS REPORT IN NO WAY
SUPERCEDES THE ABOVE MENTIONED FIRM.
7. THIS PROJECT IS NOT IN AN AREA OF ENVIRONMENTAL
CONCERN.
8. SECTION 404 WETLANDS & UPLANDS AS SHOWN SHOWN ARE
AS PROVIDED ON THE "WETLANDS SURVEY- CONNER-W, LLC
PROPERTY" AS PREPARED BY STROUD ENGINEERING, PA,
SURVEYOR PHILIP COLLIER (PLS #L-4396), DATED AUGUST 30,
2010, AND RE -APPROVED BY THE US ARMY CORPS OF
ENGINEERS ON MARCH 28, 2016.
9. NO BLUE -LINE STREAMS EXIST ON THIS TRACT.
10. ALL PROPOSED ELECTRICAL, CABLE, TELEPHONE, AND OTHER
COMMUNICATION WIRING SHALL BE INSTALLED
UNDERGROUND.
11, DESIGN OF ELECTRICAL, CABLE, TELEPHONE, GAS, ETC.
UTILITIES SHALL BE BY OTHERS.
12. ALL PROPOSED STORM DRAINAGE SHALL BE REINFORCED
CONCRETE PIPES,
13. SEDIMENTATION AND EROSION CONTROL PERMIT REQUIRED.
14. STATE STORMWATER PERMITS ARE REQUIRED.
15. PUBLIC WATER SUPPLY (PWS) PERMIT IS REQUIRED.
16. SEWER EXTENSION PERMIT IS REQUIRED.
FINAL DRA WINGS
Released, f or permits only,
not released for construction.
GRAPH SCALE
(17"X 17')
Know what's WOW.
/ J Call before you dig.
B 40'
J AI
15" RCP
�
✓ / 4,
PC: 27 66 �GrGlq{JG/Y LYi7 w,.. a, m.a�wmm,so- "»e»,:=..v+ rr...,s SS42'amt'
2 27.00 80' RJW (COLLECTOR, PUBLIC) 26w CL
ammm4mikh"I
3
1
L " n
1
657 SF
24' -
F 2+' ✓ z
N
N
Q N
INDEPENDENCE BLVD C0
Proposed t Grade Une (FG) - Natural Ground Line (EG) --
oD _ --- -- -1- MH -11 0000
j24.0' - - - Independen" Bhhd 24.0'
(� Fill Zone STA 27+88, OFF: 7.75R'
Z \ RIM. 23.52'SUMP: 19.71'
Z
1360AMAn.INVIN(SS-12):iD.B!'- INV OUT (SS -11): 19.71
tJ' MIn. SS -12 41$of>0'@ 0.285520.0' C 18' M/n. 20.0' W
8" PVC
W
8' PVC
18.0 Nnder 15 -ROP) ,
9 � � q A p 9 # X & 9 & � & � €�i �f 914 4 9 £1 9 � � � � � � � � 9 1418.0
24+00 25+00 26+00 27+00 28+00
STATION
DATA TABLE - PLAN AND PROFILE 'B'
- BOUNDARY LINES . -PROPOSED CONTOURS `,'till)tt`I, ,`,�� t t t t t t t t t f,t`
-- - - --
-ROADWAY 4 rrrr �.� �� AROL rr WETLAND FILL &WATERS OF
SITE
3,654 SF (0.0/84 AC) __-- PROPOSED LOT LINES -- �,�` ����,� L r�urr�''�+��, rrri O �,}������. `S','SO f�,' r
WELTAND --##' -EXISTING CONTOURS f 1 r
B 657 SF (0.015 AC) PROPOSED LOTS (� ASPHALT/SIDEWALKAREAS ``��4?''+ .`~ O '�.U.S.RELOCATION DRAWINGS
C 7,392 SF (0.170 AC) SEAL v SEAL FOR
D 411 SF (0.009 AC) - - PROPOSED DITCH LINES C� PROPOSED STORM DRAIN C L~ - ..
E 2,245 SF (0.052 AC) 404 WETLAND LINE C -438 ' a 10147 HERITAGE POINT EAST
F 5,122 SF (0.118 AC) TEMPORARY SILT FENCE y A E
TOTAL 19,481 SF 0.447 AC TEMPORARY WATTLE �� ��� y��� ,ti ��`, TOWN OF NEWPORT CARTERET COUNTY NORTHCAROLlNA
( ) ® 404 WETLANDS
r �, CAi` �� r O �, j rj �� OWNER DEVELOPER
nuununv`
r ��,,,,
CONNEA•W, LLC JW LAND, LLC
PROPOSEDEXISTING /TCH LENGTH = 1,005 LFRELOCATED DITCH = 1,135 LF 404 WETLAND FILL AREAS _ .... PROPOSED WATER MAINS rrrrft 19813
t 918 3�*,'`1`1 rrrtttt ('t L t t� O,,`1 NEWPORT, NC 28570 SEAUFORT, NC 28516 107 TREASURE COVE 410-5 FRONT
-- -SS-# -- PROPOSED SEWER MAINS SCALE: 1":40' DATE: 1212912016
PROJECT #: 2015 004 SHEET: 3 of 11

GENERAL NOTES
1. BOUNDARY INFORMATION AS SHOWN HEREIN IS AS PROVIDED
ON THE "WETLANDS SURVEY - CONNER-W, LLC PROPERTY" AS
PREPARED BY STROUD ENGINEERING, PA, SURVEYOR PHILIP
COLLIER (PLS #L-4396), AND DATED AUGUST 30, 2010.
2. DEED REFERENCE: DB 1358, PG 389,
3. PIN: 633807587301000.
4. PROPOSED PROJECT IS LOW DENSITY WITH LESS THAN 24%
COVER, AND WITH PEAK FLOW ATTENUATION DEVICES AS
NECESSARY.
& THE EXISTING SITE IS A COMBINATION OF OPEN FIELDS,
WOODED AREAS, AND WETLANDS.
4. ELEVATIONS ARE BASED ON NAVD 1988 DATUM.
5. EXISTING CONTOUR INTERVALS SHOWN ARE AT ONE FOOT
INTERVALS.
6. THIS PROJECT SCALES WITHIN ZONE X', NOT WITHIN THE
100 -YR FLOODPLAIN, AS SHOWN ON FLOOD INSURANCE RATE
MAP # 3720633800J, DATED JULY 16, 2003, AND AS
ESTABLISHED BY FEMA, THIS REPORT IN NO WAY
SUPERCEDES THE ABOVE MENTIONED FIRM.
7. THIS PROJECT IS NOT IN AN AREA OF ENVIRONMENTAL
CONCERN.
8. SECTION 404 WETLANDS & UPLANDS AS SHOWN SHOWN ARE
AS PROVIDED ON THE "WETLANDS SURVEY- CONNER-W, LLC
PROPERTY" AS PREPARED BY STROUD ENGINEERING, PA,
SURVEYOR PHILIP COLLIER (PLS #L-4396), DATED AUGUST 30,
2010, AND RE -APPROVED BY THE US ARMY CORPS OF
ENGINEERS ON MARCH 28, 2016.
9. NO BLUE -LINE STREAMS EXIST ON THIS TRACT.
10. ALL PROPOSED ELECTRICAL, CABLE, TELEPHONE, AND OTHER
COMMUNICATION WIRING SHALL BE INSTALLED
UNDERGROUND.
11. DESIGN OF ELECTRICAL, CABLE, TELEPHONE, GAS, ETC.
UTILITIES SHALL BE BY OTHERS.
12. ALL PROPOSED STORM DRAINAGE SHALL BE REINFORCED
CONCRETE PIPES.
13. SEDIMENTATION AND EROSION CONTROL PERMIT REQUIRED.
14, STATE STORMWATER PERMITS ARE REQUIRED.
15. PUBLIC WATER SUPPLY (PWS) PERMIT IS REQUIRED.
16. SEWER EXTENSION PERMIT IS REQUIRED.
FINAL DRA WINGS
Released for permits only,
not released for construction.
DRAWING INDEX
SHEET
NAME
1
VICINITY & INDEX PLAN
2
PLAN & PROFILE A'
3
PLAN & PROFILE B'
4
PLAN & PROFILE'C'
5
PLAN & PROFILED'
6
PLAN & PROFILE E'
7
PLAN & PROFILE F'
8
SECTIONS
9
DITCHRELOCATION
10
EROSION CONTROL DETAILS
11
CONSERVATION EASEMENT AREA
GENERAL NOTES
1. BOUNDARY INFORMATION AS SHOWN HEREIN IS AS PROVIDED
ON THE "WETLANDS SURVEY - CONNER-W, LLC PROPERTY" AS
PREPARED BY STROUD ENGINEERING, PA, SURVEYOR PHILIP
COLLIER (PLS #L-4396), AND DATED AUGUST 30, 2010.
2. DEED REFERENCE: DB 1358, PG 389,
3. PIN: 633807587301000.
4. PROPOSED PROJECT IS LOW DENSITY WITH LESS THAN 24%
COVER, AND WITH PEAK FLOW ATTENUATION DEVICES AS
NECESSARY.
& THE EXISTING SITE IS A COMBINATION OF OPEN FIELDS,
WOODED AREAS, AND WETLANDS.
4. ELEVATIONS ARE BASED ON NAVD 1988 DATUM.
5. EXISTING CONTOUR INTERVALS SHOWN ARE AT ONE FOOT
INTERVALS.
6. THIS PROJECT SCALES WITHIN ZONE X', NOT WITHIN THE
100 -YR FLOODPLAIN, AS SHOWN ON FLOOD INSURANCE RATE
MAP # 3720633800J, DATED JULY 16, 2003, AND AS
ESTABLISHED BY FEMA, THIS REPORT IN NO WAY
SUPERCEDES THE ABOVE MENTIONED FIRM.
7. THIS PROJECT IS NOT IN AN AREA OF ENVIRONMENTAL
CONCERN.
8. SECTION 404 WETLANDS & UPLANDS AS SHOWN SHOWN ARE
AS PROVIDED ON THE "WETLANDS SURVEY- CONNER-W, LLC
PROPERTY" AS PREPARED BY STROUD ENGINEERING, PA,
SURVEYOR PHILIP COLLIER (PLS #L-4396), DATED AUGUST 30,
2010, AND RE -APPROVED BY THE US ARMY CORPS OF
ENGINEERS ON MARCH 28, 2016.
9. NO BLUE -LINE STREAMS EXIST ON THIS TRACT.
10. ALL PROPOSED ELECTRICAL, CABLE, TELEPHONE, AND OTHER
COMMUNICATION WIRING SHALL BE INSTALLED
UNDERGROUND.
11. DESIGN OF ELECTRICAL, CABLE, TELEPHONE, GAS, ETC.
UTILITIES SHALL BE BY OTHERS.
12. ALL PROPOSED STORM DRAINAGE SHALL BE REINFORCED
CONCRETE PIPES.
13. SEDIMENTATION AND EROSION CONTROL PERMIT REQUIRED.
14, STATE STORMWATER PERMITS ARE REQUIRED.
15. PUBLIC WATER SUPPLY (PWS) PERMIT IS REQUIRED.
16. SEWER EXTENSION PERMIT IS REQUIRED.
FINAL DRA WINGS
Released for permits only,
not released for construction.
F-
1 40
Z
Z
0
W
w
INDEP+DJ NCE BLVD '
2M=AA/
GRAPFHQ SCALE
0 ,f, 40
(11"X 17d')/
28.0'
24.0'
20.0'
7,392 SF
INDEPENDENCE BLVD
sT+6o
PC: 37.66 ,
� 31100
P13"
' MH?
4.
'....,
Big
F-
1 40
Z
Z
0
W
w
INDEP+DJ NCE BLVD '
2M=AA/
GRAPFHQ SCALE
0 ,f, 40
(11"X 17d')/
28.0'
24.0'
20.0'
7,392 SF
INDEPENDENCE BLVD
Q
Lin
00 N
N
2 °to
b � N
a
00r4
J%
%C4 i
� yWt�
eal dN
�2 °w
O1Lm
C, tV
^� o
�2r_
\ N t
NC GR/D
sT+6o
PC: 37.66 ,
� 31100
Big
Q
Lin
00 N
N
2 °to
b � N
a
00r4
J%
%C4 i
� yWt�
eal dN
�2 °w
O1Lm
C, tV
^� o
�2r_
\ N t
NC GR/D
STATION
37+00
38+00
�8.0'
co
24.0' Q
Z
2
20.0' W
W
38+50
DATA TABLEPLAN AND PROFILE 'C'
-BOUNDARY LINES -PROPOSED CONTOURS ``1`111 1111 I I, r, f %10,11111111111 I
A o f.
SITE WELTAND FILL AREA ROADWAY E `�� I N r r R r
A 3,654 SF (0.084 AC) PROPOSED LOT LINES -- - -- EKISTINCI CONTOURS �,��4pO'f,;,,,rrl�j�rf�, 04,• rrr f�f f `i. WETLAND FILL & WATERS OF
�' 11 U.S. RELOCATION DRAWINGS
8 657 SF (0.015 AC) PROPOSED LOTS ASPHALTISIDEWALKAREAS O Y-Nj ?' j �� •', .y�hils
C 7,392 SF (0.170 AC) EAL Y FOR
D 411 SF (0.009 AC) - — PROPOSED DITCH LINES C, PROPOSED STORM DRAIN Ex-� SEAL
E 2,245 SF (0.052 AC) w -- 404 WETLAND LINE C-438 Q = 1014 - HERITAGE POINTE EAST
0 0 0 TEMPORARY SILT FENCE ,; . Q,
F 5,122 SF (0.118 A C) �� .':` TOWN OF NEWPORT CARTERET COUNTY NORTH CAROLINA
TOTAL 19,481 SF 0.447 AC TEMPORARY WATTLE : �'/r�:``� . �'f f + �`` �ti
( ) 404 WETLANDS ® rr ('AXE ;• ti O I IV s'
r p� OWNER DEVELOPER
CONNER-W, LLC JWLAND,LLC
EXISTING DITCH LENGTH = 1 005 LF
404 WETLAND FILL AREAS PROPOSED WATER MAINS `ff�,� 1 9 8 3 1`� ,'jr,7 f i���� NEWPORT, NC P9670 BEAUFORTT acissle
PROPOSED RELOCATED DITCH = 1 135 LF
—SS#— PROPOSED SEWER MAINS tritIlltttill I tltlt SCALE: 1": 40' DATE; 1212912016
PROJECT #: 2015 004 SHEET: 4 of 11
Big
24"RC,
.:.. ftd
ii=mi
0 ,;
SUMP, 16.43'—lmmm
7: 18. 43,
0 MOM
STATION
37+00
38+00
�8.0'
co
24.0' Q
Z
2
20.0' W
W
38+50
DATA TABLEPLAN AND PROFILE 'C'
-BOUNDARY LINES -PROPOSED CONTOURS ``1`111 1111 I I, r, f %10,11111111111 I
A o f.
SITE WELTAND FILL AREA ROADWAY E `�� I N r r R r
A 3,654 SF (0.084 AC) PROPOSED LOT LINES -- - -- EKISTINCI CONTOURS �,��4pO'f,;,,,rrl�j�rf�, 04,• rrr f�f f `i. WETLAND FILL & WATERS OF
�' 11 U.S. RELOCATION DRAWINGS
8 657 SF (0.015 AC) PROPOSED LOTS ASPHALTISIDEWALKAREAS O Y-Nj ?' j �� •', .y�hils
C 7,392 SF (0.170 AC) EAL Y FOR
D 411 SF (0.009 AC) - — PROPOSED DITCH LINES C, PROPOSED STORM DRAIN Ex-� SEAL
E 2,245 SF (0.052 AC) w -- 404 WETLAND LINE C-438 Q = 1014 - HERITAGE POINTE EAST
0 0 0 TEMPORARY SILT FENCE ,; . Q,
F 5,122 SF (0.118 A C) �� .':` TOWN OF NEWPORT CARTERET COUNTY NORTH CAROLINA
TOTAL 19,481 SF 0.447 AC TEMPORARY WATTLE : �'/r�:``� . �'f f + �`` �ti
( ) 404 WETLANDS ® rr ('AXE ;• ti O I IV s'
r p� OWNER DEVELOPER
CONNER-W, LLC JWLAND,LLC
EXISTING DITCH LENGTH = 1 005 LF
404 WETLAND FILL AREAS PROPOSED WATER MAINS `ff�,� 1 9 8 3 1`� ,'jr,7 f i���� NEWPORT, NC P9670 BEAUFORTT acissle
PROPOSED RELOCATED DITCH = 1 135 LF
—SS#— PROPOSED SEWER MAINS tritIlltttill I tltlt SCALE: 1": 40' DATE; 1212912016
PROJECT #: 2015 004 SHEET: 4 of 11

GENERAL NOTES
1. BOUNDARY INFORMATION AS SHOWN HEREIN IS AS PROVIDED
ON THE "WETLANDS SURVEY - CONNER-W, LLC PROPERTY" AS
PREPARED BY STROUD ENGINEERING, PA, SURVEYOR PHILIP
COLLIER (PLS #L-4396), AND DATED AUGUST 30, 2010.
2, DEED REFERENCE.: DB 1358, PG 389.
3. PIN: 633807587301000.
4. PROPOSED PROJECT IS LOW DENSITY WITH LESS THAN 24%
COVER, AND WITH PEAK FLOW ATTENUATION DEVICES AS
NECESSARY.
5. THE EXISTING SITE IS A COMBINATION OF OPEN FIELDS,
WOODED AREAS, AND WETLANDS.
4, ELEVATIONS ARE BASED ON NAVD 1988 DATUM.
5. EXISTING CONTOUR INTERVALS SHOWN ARE AT ONE FOOT
INTERVALS.
6. THIS PROJECT SCALES WITHIN ZONE X', NOT WITHIN THE
100 -YR FLOODPLAIN, AS SHOWN ON FLOOD INSURANCE RATE
MAP # 3720633800J, DATED JULY 16, 2003, AND AS
ESTABLISHED BY FEMA. THIS REPORT IN NO WAY
SUPERCEDES THE ABOVE MENTIONED FIRM.
7, THIS PROJECT IS NOT IN AN AREA OF ENVIRONMENTAL
CONCERN.
8. SECTION 404 WETLANDS & UPLANDS AS SHOWN SHOWN ARE
AS PROVIDED ON THE "WETLANDS SURVEY- CONNER-W, LLC
PROPERTY" AS PREPARED BY STROUD ENGINEERING, PA,
SURVEYOR PHILIP COLLIER (PLS #L-4396), DATED AUGUST 30,
2010, AND RE -APPROVED BY THE US ARMY CORPS OF
ENGINEERS ON MARCH 28, 2016.
9. NO BLUE -LINE STREAMS EXIST ON THIS TRACT.
10. ALL PROPOSED ELECTRICAL, CABLE, TELEPHONE, AND OTHER
COMMUNICATION WIRING SHALL BE INSTALLED
UNDERGROUND.
11. DESIGN OF ELECTRICAL, CABLE, TELEPHONE, GAS, ETC.
UTILITIES SHALL BE BY OTHERS.
12. ALL PROPOSED STORM DRAINAGE SHALL BE REINFORCED
CONCRETE PIPES,
13. SEDIMENTATION AND EROSION CONTROL PERMIT REQUIRED.
14. STATE STORMWATER PERMITS ARE REQUIRED.
15. PUBLIC WATER SUPPLY (PWS) PERMIT IS REQUIRED.
16. SEWER EXTENSION PERMIT IS REQUIRED.
FINAL DRA WINGS
Released for permits only,
not released for construction.
DATA TABLE
SITE
DRAWING INDEX
SHEET
NAME
1
VICINITY & INDEX PLAN
2
PLAN & PROFILE A'
3
PLAN & PROFILE B'
4
PLAN & PROFILE'C'
5
PLAN & PROFILED'
6
PLAN & PROFILE E'
7
PLAN & PROFILE F'
8
SECTIONS
9
DITCH RELOCATION
10
EROSION CONTROL DETAILS
11
CONSERVATION EASEMENT AREA
GENERAL NOTES
1. BOUNDARY INFORMATION AS SHOWN HEREIN IS AS PROVIDED
ON THE "WETLANDS SURVEY - CONNER-W, LLC PROPERTY" AS
PREPARED BY STROUD ENGINEERING, PA, SURVEYOR PHILIP
COLLIER (PLS #L-4396), AND DATED AUGUST 30, 2010.
2, DEED REFERENCE.: DB 1358, PG 389.
3. PIN: 633807587301000.
4. PROPOSED PROJECT IS LOW DENSITY WITH LESS THAN 24%
COVER, AND WITH PEAK FLOW ATTENUATION DEVICES AS
NECESSARY.
5. THE EXISTING SITE IS A COMBINATION OF OPEN FIELDS,
WOODED AREAS, AND WETLANDS.
4, ELEVATIONS ARE BASED ON NAVD 1988 DATUM.
5. EXISTING CONTOUR INTERVALS SHOWN ARE AT ONE FOOT
INTERVALS.
6. THIS PROJECT SCALES WITHIN ZONE X', NOT WITHIN THE
100 -YR FLOODPLAIN, AS SHOWN ON FLOOD INSURANCE RATE
MAP # 3720633800J, DATED JULY 16, 2003, AND AS
ESTABLISHED BY FEMA. THIS REPORT IN NO WAY
SUPERCEDES THE ABOVE MENTIONED FIRM.
7, THIS PROJECT IS NOT IN AN AREA OF ENVIRONMENTAL
CONCERN.
8. SECTION 404 WETLANDS & UPLANDS AS SHOWN SHOWN ARE
AS PROVIDED ON THE "WETLANDS SURVEY- CONNER-W, LLC
PROPERTY" AS PREPARED BY STROUD ENGINEERING, PA,
SURVEYOR PHILIP COLLIER (PLS #L-4396), DATED AUGUST 30,
2010, AND RE -APPROVED BY THE US ARMY CORPS OF
ENGINEERS ON MARCH 28, 2016.
9. NO BLUE -LINE STREAMS EXIST ON THIS TRACT.
10. ALL PROPOSED ELECTRICAL, CABLE, TELEPHONE, AND OTHER
COMMUNICATION WIRING SHALL BE INSTALLED
UNDERGROUND.
11. DESIGN OF ELECTRICAL, CABLE, TELEPHONE, GAS, ETC.
UTILITIES SHALL BE BY OTHERS.
12. ALL PROPOSED STORM DRAINAGE SHALL BE REINFORCED
CONCRETE PIPES,
13. SEDIMENTATION AND EROSION CONTROL PERMIT REQUIRED.
14. STATE STORMWATER PERMITS ARE REQUIRED.
15. PUBLIC WATER SUPPLY (PWS) PERMIT IS REQUIRED.
16. SEWER EXTENSION PERMIT IS REQUIRED.
FINAL DRA WINGS
Released for permits only,
not released for construction.
DATA TABLE
SITE
WELTAND FILL AREA
A
3,654 SF (0.084 AC)
B
657 SF (0.015 AC)
C
7,392 SF (0.170 AC)
D
411 SF (0.009 AC)
E
2,245 SF (0.052 AC)
F
5,122 SF (0.118 AC)
TOTAL
19,481 SF (0.447 AC)
EXISTING DITCH LENGTH = 1,005 LF
PROPOSED RELOCATED DITCH = 1,135 LF
•
•
5+00
-GRA
411SF
1_. _�161f R PURL/
�7�71
�9
PVI STA = 9+00
EL. = 25.75'
IE
Q
Natural Ground Une (EG)
_
Proposed s Grade Line (FG)
W-
..- --
SCALE
40 20 0
(11"X17' 1-1
28.0'
00
Z
O 24.0'
W
W
20.0'
40 3
i
8+00 •.
PT�
AnJ Nk
LEGACYLANE
r/
5+00
o*vv
/+uu
STATION
8+00
5k
28.0'
00
0
Z
24.0' O
1z
20.0'
9+00
-- PLAN AND PROFILE 'D'
BOUNDARYLINES PROPOSED CONTOURS '1ttttI11IIllrf,, ,,'t ttt t$Iff,
--- - - - ROADWAY ``,, G I NF, �, fr l`, C o , t ! f
PROPOSEDLOTLINES _ W -j EXISTING CONTOURS �`� ,,,,,PttttR,,jl,f� 04<,,,ttt.......,`. Q WETLAND FILL & WATERS OF
- PROPOSED LOTS J ASPHALT/SIDEWALK AREAS ` 4 O �?'�j!�.p•'�vl�
U•S• RELOCATION DRAWINGS
PROPOSED DITCH LINES PROPOSED STORM DRAIN = SEAL = EAL FOR
C-438 �� ' 1014
-- w --- 404 WETLAND LINE TEMPORARY SILT FENCEA,;0 HERITAGE POINTE EAST
` (,�ti���, TOWN OF NEWPORT CARTERET COUNTY NORTH CAROLINA
1l1L1C111 - 404 WETLANDS C� 1 TEMPORARY WATTLE : r'�. �:``` G, a``�
�. CARS, O I N o y. OWNER DEVELOPER
tlttl�t
CONNER-W, LLC JW LAND, LLC
107 TREASURE COVE 404 WETLAND FILL AREAS .... PROPOSED WATER MAINS .l 1EET
916 3t*.. f`�t,, t t t � o ,�` NEWPORT, NC 28570 BEAUFORT, NC .5 FRONT P83Y6
PROPOSED SEWER MAINS SCALE: 1":40' DATE:1212912010
PROJECT #: 2015 004 SHEET: 5 of 11
PVI STA = 9+00
EL. = 25.75'
IE
Q
Natural Ground Une (EG)
_
Proposed s Grade Line (FG)
W-
..- --
'
20 LF of 8" DIP_
-36"Min. (Centered on P-21)
- --
- - --8" PVC -- SS -16: 350 LF of 8' Q 0.40%+
_�
FIA Zone
15" RCP
-
0.7896
MH -18
L Lane
--_ STA: 7+75, OFF: 0.00'
-" RIM. ., 20.
SUMP: 20.95'
-INV IN (SS -17): 21.05'
INV OUT (SS -16):20.95'-
SS -17,122 LF of 8" 0.4056
�.
LL W
Ir
��y9y{{
S W Q
W
W S
i A
5+00
o*vv
/+uu
STATION
8+00
5k
28.0'
00
0
Z
24.0' O
1z
20.0'
9+00
-- PLAN AND PROFILE 'D'
BOUNDARYLINES PROPOSED CONTOURS '1ttttI11IIllrf,, ,,'t ttt t$Iff,
--- - - - ROADWAY ``,, G I NF, �, fr l`, C o , t ! f
PROPOSEDLOTLINES _ W -j EXISTING CONTOURS �`� ,,,,,PttttR,,jl,f� 04<,,,ttt.......,`. Q WETLAND FILL & WATERS OF
- PROPOSED LOTS J ASPHALT/SIDEWALK AREAS ` 4 O �?'�j!�.p•'�vl�
U•S• RELOCATION DRAWINGS
PROPOSED DITCH LINES PROPOSED STORM DRAIN = SEAL = EAL FOR
C-438 �� ' 1014
-- w --- 404 WETLAND LINE TEMPORARY SILT FENCEA,;0 HERITAGE POINTE EAST
` (,�ti���, TOWN OF NEWPORT CARTERET COUNTY NORTH CAROLINA
1l1L1C111 - 404 WETLANDS C� 1 TEMPORARY WATTLE : r'�. �:``` G, a``�
�. CARS, O I N o y. OWNER DEVELOPER
tlttl�t
CONNER-W, LLC JW LAND, LLC
107 TREASURE COVE 404 WETLAND FILL AREAS .... PROPOSED WATER MAINS .l 1EET
916 3t*.. f`�t,, t t t � o ,�` NEWPORT, NC 28570 BEAUFORT, NC .5 FRONT P83Y6
PROPOSED SEWER MAINS SCALE: 1":40' DATE:1212912010
PROJECT #: 2015 004 SHEET: 5 of 11

GENERAL NOTES
1. BOUNDARY INFORMATION AS SHOWN HEREIN IS AS PROVIDED
ON THE "WETLANDS SURVEY - CONNER-W, LLC PROPERTY" AS
PREPARED BY STROUD ENGINEERING, PA, SURVEYOR PHILIP
COLLIER (PLS #L-4396), AND DATED AUGUST 30, 2010.
2. DEED REFERENCE: DB 1358, PG 389.
3. PIN: 633807587301000.
4. PROPOSED PROJECT IS LOW DENSITY WITH LESS THAN 2490
COVER, AND WITH PEAK FLOW ATTENUATION DEVICES AS
NECESSARY.
5. THE EXISTING SITE IS A COMBINATION OF OPEN FIELDS,
WOODED AREAS, AND WETLANDS.
4, ELEVATIONS ARE BASED ON NAVD 1988 DATUM.
5. EXISTING CONTOUR INTERVALS SHOWN ARE AT ONE FOOT
INTERVALS.
6. THIS PROJECT SCALES WITHIN ZONEX', NOT WITHIN THE
100 -YR FLOODPLAIN, AS SHOWN ON FLOOD INSURANCE RATE
MAP # 3720633800J, DATED JULY 16, 2003, AND AS
ESTABLISHED BY FEMA. THIS REPORT IN NO WAY
SUPERCEDES THE ABOVE MENTIONED FIRM.
7. THIS PROJECT IS NOT IN AN AREA OF ENVIRONMENTAL
CONCERN,
8, SECTION 404 WETLANDS & UPLANDS AS SHOWN SHOWN ARE
AS PROVIDED ON THE "WETLANDS SURVEY- CONNER-W, LLC
PROPERTY" AS PREPARED BY STROUD ENGINEERING, PA,
SURVEYOR PHILIP COLLIER (PLS #L-4396), DATED AUGUST 30,
2010, AND RE -APPROVED BY THE US ARMY CORPS OF
ENGINEERS ON MARCH 28, 2016.
9. NO BLUE -LINE STREAMS EXIST ON THIS TRACT.
10, ALL PROPOSED ELECTRICAL, CABLE, TELEPHONE, AND OTHER
COMMUNICATION WIRING SHALL BE INSTALLED
UNDERGROUND.
11. DESIGN OF ELECTRICAL, CABLE, TELEPHONE, GAS, ETC.
UTILITIES SHALL BE BY OTHERS.
12. ALL PROPOSED STORM DRAINAGE SHALL BE REINFORCED
CONCRETE PIPES.
13. SEDIMENTATION AND EROSION CONTROL PERMIT REQUIRED.
14. STATE STORMWA TER PERMITS ARE REQUIRED,
15. PUBLIC WATER SUPPLY (PWS) PERMIT IS REQUIRED.
16. SEWER EXTENSION PERMIT IS REQUIRED.
FINAL DRA WINGS
Released,for permits only,
not released, for construction.
�i
Y / _
Merl yoq slig.`-
24.0'
16.0'
14.0
z;3
9.09 LEGACY LN MH 30
Po 8.59 BO'i / ('COLLECT8+00O
SS -32'., r
J w
112
t
Sr
LIBERTY STREET
m
Ln It
O N
N � �
Z U q
ain a1'^
go N
mN a
22 ��
2. N NK
'C C4 aN
GZ c�
E°+�h
O ey
M
o^
U k v
0
O
ei
DRAWING INDEX
SHEET
NAME
1
VICINITY & INDEX PLAN
2
PLAN & PROFILE A'
3
PLAN & PROFILES'
4
PLAN & PROFILE'C'
5
PLAN & PROFILED'
6
PLAN & PROFILE E•'
7
PLAN & PROFILE F'
8
SECTIONS
9
DITCH RELOCATION
10
EROSION CONTROL DETAILS
11
CONSERVATION EASEMENT AREA
GENERAL NOTES
1. BOUNDARY INFORMATION AS SHOWN HEREIN IS AS PROVIDED
ON THE "WETLANDS SURVEY - CONNER-W, LLC PROPERTY" AS
PREPARED BY STROUD ENGINEERING, PA, SURVEYOR PHILIP
COLLIER (PLS #L-4396), AND DATED AUGUST 30, 2010.
2. DEED REFERENCE: DB 1358, PG 389.
3. PIN: 633807587301000.
4. PROPOSED PROJECT IS LOW DENSITY WITH LESS THAN 2490
COVER, AND WITH PEAK FLOW ATTENUATION DEVICES AS
NECESSARY.
5. THE EXISTING SITE IS A COMBINATION OF OPEN FIELDS,
WOODED AREAS, AND WETLANDS.
4, ELEVATIONS ARE BASED ON NAVD 1988 DATUM.
5. EXISTING CONTOUR INTERVALS SHOWN ARE AT ONE FOOT
INTERVALS.
6. THIS PROJECT SCALES WITHIN ZONEX', NOT WITHIN THE
100 -YR FLOODPLAIN, AS SHOWN ON FLOOD INSURANCE RATE
MAP # 3720633800J, DATED JULY 16, 2003, AND AS
ESTABLISHED BY FEMA. THIS REPORT IN NO WAY
SUPERCEDES THE ABOVE MENTIONED FIRM.
7. THIS PROJECT IS NOT IN AN AREA OF ENVIRONMENTAL
CONCERN,
8, SECTION 404 WETLANDS & UPLANDS AS SHOWN SHOWN ARE
AS PROVIDED ON THE "WETLANDS SURVEY- CONNER-W, LLC
PROPERTY" AS PREPARED BY STROUD ENGINEERING, PA,
SURVEYOR PHILIP COLLIER (PLS #L-4396), DATED AUGUST 30,
2010, AND RE -APPROVED BY THE US ARMY CORPS OF
ENGINEERS ON MARCH 28, 2016.
9. NO BLUE -LINE STREAMS EXIST ON THIS TRACT.
10, ALL PROPOSED ELECTRICAL, CABLE, TELEPHONE, AND OTHER
COMMUNICATION WIRING SHALL BE INSTALLED
UNDERGROUND.
11. DESIGN OF ELECTRICAL, CABLE, TELEPHONE, GAS, ETC.
UTILITIES SHALL BE BY OTHERS.
12. ALL PROPOSED STORM DRAINAGE SHALL BE REINFORCED
CONCRETE PIPES.
13. SEDIMENTATION AND EROSION CONTROL PERMIT REQUIRED.
14. STATE STORMWA TER PERMITS ARE REQUIRED,
15. PUBLIC WATER SUPPLY (PWS) PERMIT IS REQUIRED.
16. SEWER EXTENSION PERMIT IS REQUIRED.
FINAL DRA WINGS
Released,for permits only,
not released, for construction.
�i
Y / _
Merl yoq slig.`-
24.0'
16.0'
14.0
z;3
9.09 LEGACY LN MH 30
Po 8.59 BO'i / ('COLLECT8+00O
SS -32'., r
J w
112
t
Sr
LIBERTY STREET
m
Ln It
O N
N � �
Z U q
ain a1'^
go N
mN a
22 ��
2. N NK
'C C4 aN
GZ c�
E°+�h
O ey
M
o^
U k v
0
O
ei
7+50
STATION
10+00
11+00
24.0'
20.0'
16.0'
14.0'
11+50
DATA TABLE ,t PLAN AND PROFILE 'E'
-BOUNDARY LINES -PROPOSED CONTOURS `,,,tU l I t 1111 / j� f `,` 1 t t 1 1111�II j
-ROADWAY ���` GINF 'frf %`` % »1uAi1R01 ''• WETLAND FILL &WATERS OF
SITE WELTAND FILL AREA
A 3,654 SF 0.084 AC --- PROPOSED LOT LINES -- EXISTING CONTOURS ♦O � ¢P OrrT� f,� f�p���r ,�ti�o� SS)" I'l�� ry '
( ) ;' ,•, : ,•• ,�y`�,J,Q U.S. RELOCATION DRAWINGS
B 657 SF (0.015 AC) ASPHALT/SIDEWALKAREAS ,� FOR
-PROPOSED LOTS ., ^ rd
C 7,392 SF (0.170 AC) SEAL a
D 411 SF (0.009 AC) - PROPOSED DITCH LINES PROPOSED STORM DRAIN H ^ SEAL ..
E 2,245 SF (0.052 AC) ---- w ----- 404 WETLAND LINE o
C-438 �_ 101 "� HERITAGE POINTE EAST
F 5,122 SF (0.118 AC) o- 0 0 TEMPORARY SILT FENCE
TOTAL 19,481 SF(0.447AC) ® 404 WETLANDS ® TEMPORARY WATTLE� � TOWNOFNEWPORT CARTERETCOUNIY NORTH CAROLINA
•,i CA1� :,• r O j ]�j a� OWNER DEVELOPER
'�j grinttri�� 1~ �r {�T rr rinrird�� �% CONNER-W, LLC JW LAND, LLC
EXISTING DITCH LENGTH = 1,005 LF _ .... _ f I 3 ♦ 1'�
PROPOSED WATER MAINS flf * ♦♦1 !% ♦� 107TREASURECOVE 410.5 FRONT STREET
PROPOSED RELOCATED DITCH = 1,135 LF - 404 WETLAND FILL AREAS ��f�tli 918 tttl♦♦♦ I �f I I I t? t♦♦♦ NEWPORT, NC 28570 BEAUFORT, NC 28518
-SS-#- PROPOSED SEWER MAINS SCALE: 1":40' DATE: 12129/2016
PROJECT #., 2015 004 SHEET: 8 o111
PVI STA = 7+50 --
EL. = 23.50' 1i-
Proposed t Grad6 Line (FG)
---` -
-
Natural Ground Line (EG)
PVI STA =11+80
EL. a 22.25'
-0.3196
_ 36' Min.
-6' PVC
-
MH -30
Ube►ty Street
- STA: 9+77, OFF: -6.75L'
RIM: 22.65'
SUMP: 15.70' -
- INV IN (SS -31): 15.80'
- INV OUT (SS -32): la
Fill2one
-6'
18' Min.
PVC
f 8' RCP (X2)
"^-
-- •.. �.... _ ..
---
-
-
--SS-32:411 LF of f 0' C 0.40%
-SS-31:425 LF
of 8'0 0.409'0
Ri
$i
F
7+50
STATION
10+00
11+00
24.0'
20.0'
16.0'
14.0'
11+50
DATA TABLE ,t PLAN AND PROFILE 'E'
-BOUNDARY LINES -PROPOSED CONTOURS `,,,tU l I t 1111 / j� f `,` 1 t t 1 1111�II j
-ROADWAY ���` GINF 'frf %`` % »1uAi1R01 ''• WETLAND FILL &WATERS OF
SITE WELTAND FILL AREA
A 3,654 SF 0.084 AC --- PROPOSED LOT LINES -- EXISTING CONTOURS ♦O � ¢P OrrT� f,� f�p���r ,�ti�o� SS)" I'l�� ry '
( ) ;' ,•, : ,•• ,�y`�,J,Q U.S. RELOCATION DRAWINGS
B 657 SF (0.015 AC) ASPHALT/SIDEWALKAREAS ,� FOR
-PROPOSED LOTS ., ^ rd
C 7,392 SF (0.170 AC) SEAL a
D 411 SF (0.009 AC) - PROPOSED DITCH LINES PROPOSED STORM DRAIN H ^ SEAL ..
E 2,245 SF (0.052 AC) ---- w ----- 404 WETLAND LINE o
C-438 �_ 101 "� HERITAGE POINTE EAST
F 5,122 SF (0.118 AC) o- 0 0 TEMPORARY SILT FENCE
TOTAL 19,481 SF(0.447AC) ® 404 WETLANDS ® TEMPORARY WATTLE� � TOWNOFNEWPORT CARTERETCOUNIY NORTH CAROLINA
•,i CA1� :,• r O j ]�j a� OWNER DEVELOPER
'�j grinttri�� 1~ �r {�T rr rinrird�� �% CONNER-W, LLC JW LAND, LLC
EXISTING DITCH LENGTH = 1,005 LF _ .... _ f I 3 ♦ 1'�
PROPOSED WATER MAINS flf * ♦♦1 !% ♦� 107TREASURECOVE 410.5 FRONT STREET
PROPOSED RELOCATED DITCH = 1,135 LF - 404 WETLAND FILL AREAS ��f�tli 918 tttl♦♦♦ I �f I I I t? t♦♦♦ NEWPORT, NC 28570 BEAUFORT, NC 28518
-SS-#- PROPOSED SEWER MAINS SCALE: 1":40' DATE: 12129/2016
PROJECT #., 2015 004 SHEET: 8 o111

GENERAL NOTES
1. BOUNDARY INFORMATION AS SHOWN HEREIN IS AS PROVIDED
ON THE "WETLANDS SURVEY - CONNER-W, LLC PROPERTY" AS
PREPARED BY STROUD ENGINEERING, PA, SURVEYOR PHILIP
COLLIER (PLS #L-4396), AND DATED AUGUST 30, 2010.
2. DEED REFERENCE: DS 1358, PG 389.
3. PIN: 633807587301000.
4. PROPOSED PROJECT IS LOW DENSITY WITH LESS THAN 24%
COVER, AND WITH PEAK FLOW ATTENUATION DEVICES AS
NECESSARY,
5. THE EXISTING SITE IS A COMBINATION OF OPEN FIELDS,
WOODED AREAS, AND WETLANDS.
4, ELEVATIONS ARE BASED ON NAVD 1988 DATUM.
5. EXISTING CONTOUR INTERVALS SHOWN ARE AT ONE FOOT
INTERVALS.
6, THIS PROJECT SCALES WITHIN 'ZONE X', NOT WITHIN THE
100 -YR FLOODPLAIN, AS SHOWN ON FLOOD INSURANCE RATE
MAP # 3720633800J, DATED JULY 16, 2003, AND AS
ESTABLISHED BY FEMA. THIS REPORT IN NO WAY
SUPERCEDES THE ABOVE MENTIONED FIRM.
7. THIS PROJECT IS NOT IN AN AREA OF ENVIRONMENTAL
CONCERN.
8. SECTION 404 WETLANDS & UPLANDS AS SHOWN SHOWN ARE
AS PROVIDED ON THE "WETLANDS SURVEY- CONKER -W, LLC
PROPERTY" AS PREPARED BY STROUD ENGINEERING, PA,
SURVEYOR PHILIP COLLIER (PLS #L-4396), DATED AUGUST 30,
2010, AND RE -APPROVED BY THE US ARMY CORPS OF
ENGINEERS ON MARCH 28, 2016.
9. NO BLUE -LINE STREAMS EXIST ON THIS TRACT.
10. ALL PROPOSED ELECTRICAL, CABLE, TELEPHONE, AND OTHER
COMMUNICATION WIRING SHALL BE INSTALLED
UNDERGROUND.
11. DESIGN OF ELECTRICAL, CABLE, TELEPHONE, GAS, ETC.
UTILITIES SHALL BE BY OTHERS,
12. ALL PROPOSED STORM DRAINAGE SHALL BE REINFORCED
CONCRETE PIPES,
13. SEDIMENTATION AND EROSION CONTROL PERMIT REQUIRED,
14. STATE STORMWATER PERMITS ARE REQUIRED.
15. PUBLIC WATER SUPPLY (PWS) PERMIT IS REQUIRED.
16 SEWER EXTENSION PERMIT IS REQUIRED.
FINLifiv
DR WINGS
Relepermits only,
not red for construction.
Know what's
Call be
7
//�77
L \ M
1+00
RE`CREA ICON AREA i
PHIC SCALE
20 0
(11 "X IT)
ACCESS
/40 �
/ 3 771
32.0'
PVI STA =1+00
EL. = 28.00'
a
Q 28.0'
Z
Z
24.0'
W
I
5,122 SF
_1\\\1\\\fi,\_A� A
RECREATIONAL AREA ACCESS
DRAWING INDEX
SHEET
NAME
1
VICINITY & INDEXPLAN
2
PLAN & PROFILE A'
3
PLAN & PROFILE B'
4
PLAN & PROFILE'C'
5
PLAN & PROFILED'
6
PLAN & PROFILE E'
7
PLAN & PROFILE'F'
8
SECTIONS
9
DITCH RELOCATION
10
EROSION CONTROL DETAILS
11
CONSERVATION EASEMENT AREA
GENERAL NOTES
1. BOUNDARY INFORMATION AS SHOWN HEREIN IS AS PROVIDED
ON THE "WETLANDS SURVEY - CONNER-W, LLC PROPERTY" AS
PREPARED BY STROUD ENGINEERING, PA, SURVEYOR PHILIP
COLLIER (PLS #L-4396), AND DATED AUGUST 30, 2010.
2. DEED REFERENCE: DS 1358, PG 389.
3. PIN: 633807587301000.
4. PROPOSED PROJECT IS LOW DENSITY WITH LESS THAN 24%
COVER, AND WITH PEAK FLOW ATTENUATION DEVICES AS
NECESSARY,
5. THE EXISTING SITE IS A COMBINATION OF OPEN FIELDS,
WOODED AREAS, AND WETLANDS.
4, ELEVATIONS ARE BASED ON NAVD 1988 DATUM.
5. EXISTING CONTOUR INTERVALS SHOWN ARE AT ONE FOOT
INTERVALS.
6, THIS PROJECT SCALES WITHIN 'ZONE X', NOT WITHIN THE
100 -YR FLOODPLAIN, AS SHOWN ON FLOOD INSURANCE RATE
MAP # 3720633800J, DATED JULY 16, 2003, AND AS
ESTABLISHED BY FEMA. THIS REPORT IN NO WAY
SUPERCEDES THE ABOVE MENTIONED FIRM.
7. THIS PROJECT IS NOT IN AN AREA OF ENVIRONMENTAL
CONCERN.
8. SECTION 404 WETLANDS & UPLANDS AS SHOWN SHOWN ARE
AS PROVIDED ON THE "WETLANDS SURVEY- CONKER -W, LLC
PROPERTY" AS PREPARED BY STROUD ENGINEERING, PA,
SURVEYOR PHILIP COLLIER (PLS #L-4396), DATED AUGUST 30,
2010, AND RE -APPROVED BY THE US ARMY CORPS OF
ENGINEERS ON MARCH 28, 2016.
9. NO BLUE -LINE STREAMS EXIST ON THIS TRACT.
10. ALL PROPOSED ELECTRICAL, CABLE, TELEPHONE, AND OTHER
COMMUNICATION WIRING SHALL BE INSTALLED
UNDERGROUND.
11. DESIGN OF ELECTRICAL, CABLE, TELEPHONE, GAS, ETC.
UTILITIES SHALL BE BY OTHERS,
12. ALL PROPOSED STORM DRAINAGE SHALL BE REINFORCED
CONCRETE PIPES,
13. SEDIMENTATION AND EROSION CONTROL PERMIT REQUIRED,
14. STATE STORMWATER PERMITS ARE REQUIRED.
15. PUBLIC WATER SUPPLY (PWS) PERMIT IS REQUIRED.
16 SEWER EXTENSION PERMIT IS REQUIRED.
FINLifiv
DR WINGS
Relepermits only,
not red for construction.
Know what's
Call be
7
//�77
L \ M
1+00
RE`CREA ICON AREA i
PHIC SCALE
20 0
(11 "X IT)
ACCESS
/40 �
/ 3 771
32.0'
PVI STA =1+00
EL. = 28.00'
a
Q 28.0'
Z
Z
24.0'
W
I
5,122 SF
_1\\\1\\\fi,\_A� A
RECREATIONAL AREA ACCESS
20A'#
STATION
<cz1�li
32.0'
28,0' GoQ
Z
0
ti
24,0' W
W
k 20.0'
�•b
4+00
Q! °Q
L
00 N
2 v�
=i°aN
m N Al
i m Q N
2r
�01��
� N
T
cc
mm
r
DATA TABLE BOUNDARYLINES,' PROPOSED CONTOURS ttt tttt tttt1111111j, 1 PLAN AND PROFILE 'F'
t1111IIflt ll
SITE WELTAND FILL AREA
-ROADWAY 4 ti�>>� GINES �4�f `�� �$ CA120�tf!
A 3,654 SF (0.084 AC) PROPOSED LOT LINES — _ — EXISTING CONTOURS `,¢,`�4p0+t,;,I��r- Q4`',,,•�t` �SS1f`Y f WETLAND FILL &WATERS OF
B 657 SF (0.015 AC) C .o , ,,a ,`` �Yy.,y' U.S. RELOCATION DRAWINGS
PROPOSED LOTS ASPHALT/S/DEWALKAREAS O `CJ r 4 EAL FOR
C 7,392 SF (0.170 AC) PROPOSED STORM DRAIN H ' SEAL
D 411 SF (0.009 AC) ---- --- PROPOSED DITCH LINES
E 2,245 SF (0.052 AC) -- w - - 404 WETLAND LINE C-438 1014
F 5,122 SF (0.118 AC) TEMPORARY SILT FENCE HERITAGE POINTE EAST
�• N
�TOWNOFNEWPORT CARTERETCOUNTY NORTH CAROLINA
TOTAL 19,481 SF (0.447 AC) TEMPORARY WATTLE : ;�`.`r°:�id`404 WETLANDS GSI r�1 CAR�� O C,►„7171N,.o �, ti OWNER DEVELOPER
1tt�ttt� ti �y titi CONNER-W, LLC JW LAND, LLC
EXISTING DITCH LENGTH = 1,005 LF — PROPOSED WATER MAINS ffl 1 3 * ���1 �f� �� tits 107 TREASURE COVE 410-5 FRONT STREET
PROPOSED RELOCATED DITCH = 1,135 LF 404 WETLAND FILL AREAS �tttttl9ts tlttttt �t t t t 111'iCtttt� NEWPORT, NC 28570 BEAUFORT, NC 28516
—SS_# - PROPOSED SEWER MAINS SCALE; 1"; 40' DATE: 12129,2016
PROJECT #: 2015 004 SHEET: 7 of 11
�� rrs•r�
20A'#
STATION
<cz1�li
32.0'
28,0' GoQ
Z
0
ti
24,0' W
W
k 20.0'
�•b
4+00
Q! °Q
L
00 N
2 v�
=i°aN
m N Al
i m Q N
2r
�01��
� N
T
cc
mm
r
DATA TABLE BOUNDARYLINES,' PROPOSED CONTOURS ttt tttt tttt1111111j, 1 PLAN AND PROFILE 'F'
t1111IIflt ll
SITE WELTAND FILL AREA
-ROADWAY 4 ti�>>� GINES �4�f `�� �$ CA120�tf!
A 3,654 SF (0.084 AC) PROPOSED LOT LINES — _ — EXISTING CONTOURS `,¢,`�4p0+t,;,I��r- Q4`',,,•�t` �SS1f`Y f WETLAND FILL &WATERS OF
B 657 SF (0.015 AC) C .o , ,,a ,`` �Yy.,y' U.S. RELOCATION DRAWINGS
PROPOSED LOTS ASPHALT/S/DEWALKAREAS O `CJ r 4 EAL FOR
C 7,392 SF (0.170 AC) PROPOSED STORM DRAIN H ' SEAL
D 411 SF (0.009 AC) ---- --- PROPOSED DITCH LINES
E 2,245 SF (0.052 AC) -- w - - 404 WETLAND LINE C-438 1014
F 5,122 SF (0.118 AC) TEMPORARY SILT FENCE HERITAGE POINTE EAST
�• N
�TOWNOFNEWPORT CARTERETCOUNTY NORTH CAROLINA
TOTAL 19,481 SF (0.447 AC) TEMPORARY WATTLE : ;�`.`r°:�id`404 WETLANDS GSI r�1 CAR�� O C,►„7171N,.o �, ti OWNER DEVELOPER
1tt�ttt� ti �y titi CONNER-W, LLC JW LAND, LLC
EXISTING DITCH LENGTH = 1,005 LF — PROPOSED WATER MAINS ffl 1 3 * ���1 �f� �� tits 107 TREASURE COVE 410-5 FRONT STREET
PROPOSED RELOCATED DITCH = 1,135 LF 404 WETLAND FILL AREAS �tttttl9ts tlttttt �t t t t 111'iCtttt� NEWPORT, NC 28570 BEAUFORT, NC 28516
—SS_# - PROPOSED SEWER MAINS SCALE; 1"; 40' DATE: 12129,2016
PROJECT #: 2015 004 SHEET: 7 of 11

SECTION A-1
32.0'
i
._Proposed F/nlatrsd Grads (FG)
1 28.0'
24.0' '-
-0+40
32.0'
1 28.0'
24.0'
.. 18.
Ground Line
0+00
(L) OFFSET (R)
Proposed Finished Grade (FG)
Natural Ground Une (EG)
-0+40
28.0' r -
Prop
24.0'
wed Finished Grade (FG)
20.0' '
-0+40
0+00
(L) OFFSET (R)
SECTION B
Natural Ground Una (EG)
0+00
OFFSET
32.0' 28.0'
Proposed Finished Grade
28.0' 24.0'
-' 24.0' 20.0' '
0+40 -0+40
32.0' 28.0'
28.0' 24.0'
24.0' 20.0'
i
SECTION
��.�
L4"RCP(X2)_
Ground Line (EG) _
0+00
(L) OFFSET (R)
SECTION D
28.0'
28.0'
24.0'
24.0'
20.0' 22.0'
0+40 -0+40
i - ----j-}=Natural Ground Line (EG) {-------1
0+40 -0+40
28.0'
24.0'
24.0'
20.0'
20.0' 18.0'
0+00
(L) OFFSET (R)
SECTION E
28.0'
24.0'
- ' 20.0'
0+40
0+40 -0+40
0+00
OFFSET
DATA TABLE
SITE
WELTAND FILL AREA
A
3,654 SF (0.084 AC)
B
657 SF (0.015 AC)
C
7,392 SF (0.170 AC)
D
411 SF (0.009 AC)
E
2,245 SF (0.052 AC)
F
5,122SF(0.118AC)
TOTAL
19,481 SF (0.447 AC)
EXISTING DITCH LENGTH = 1,005 LF
PROPOSED RELOCATED DITCH = 1,135 LF
32.0' 28.0'
Proposed Finished Grade
28.0' 24.0'
-' 24.0' 20.0' '
0+40 -0+40
32.0' 28.0'
28.0' 24.0'
24.0' 20.0'
i
SECTION
��.�
L4"RCP(X2)_
Ground Line (EG) _
0+00
(L) OFFSET (R)
SECTION D
28.0'
28.0'
24.0'
24.0'
20.0' 22.0'
0+40 -0+40
i - ----j-}=Natural Ground Line (EG) {-------1
0+40 -0+40
28.0'
24.0'
24.0'
20.0'
20.0' 18.0'
0+00
(L) OFFSET (R)
SECTION E
28.0'
24.0'
- ' 20.0'
0+40
0+40 -0+40
0+00
OFFSET
24.0'
FlrWW Grade (FG)
SECTION
��
15' RCP
� iii�
Natural Ground Una
0+00
(L) OFFSET (R)
28.0' 1
24.0'
22.0'
0+40
GRAPHIC SCALE (HORIZONTAL) GRAPHIC SCALE (VERTICAL)
40 20
(11 "X 17') 40 4 2 (11" X 17) 4
20.0'
( FINAL DRAWINGS
Released.for permits only,
18 0
0+40not released for construction.
``lllllllllfllrrl `%111111111IIIl.
`tip CARO
s"s` "'I , j�ft p
SEAL ��� = EAL
C-438 014
rfffl� 918
t3i1*'�,�1` rf`,Ti�rJ II11To�```
,n 00 .`rd.
Zv%-,
"oo � ^i
00 LAN
ao
aO1m N
2Z zLC
"= mN
v,- di N!
aQ
m
Q3g^
aZ c�
-N
en
en ,�
ca
�o
M �
SECTIONS
WETLAND FILL & WATERS OF
U.S. RELOCATION DRAWINGS
FOR
HERITAGE POINTE EAST
TOWN OF NEWPORT CARTERET COUNTY NORTH CAROLINA
OWNER DEVELOPER
CONNER-W, LLC JW LAND, LLC
107 TREASURE COVE 410.5 FRONT STREET
NEWPORT, NC 28570 BEAUFORT, NC 28516
SCALE: 1" : 40' DATE: 12/292016
PROJECT #: 2015 004 SHEET : 8 0I I i
BOUNDARYLINES
PROPOSED CONTOURS
ROADWAY
---
PROPOSED LOT LINES
--_--- AW --j -EXISTING CONTOURS
PROPOSED LOTS
II®•t
I ASPHALT/SIDEWALKAREAS
---
PROPOSED DITCH LINES
PROPOSED STORM DRAIN
-- w
404 WETLAND LINE
TEMPORARY SILT FENCE
®
404 WETLANDS
® TEMPORARY WATTLE
- .... - PROPOSED WATER MAINS
- 404 WETLAND FILL AREAS
-SS-#- PROPOSED SEWER MAINS
24.0'
FlrWW Grade (FG)
SECTION
��
15' RCP
� iii�
Natural Ground Una
0+00
(L) OFFSET (R)
28.0' 1
24.0'
22.0'
0+40
GRAPHIC SCALE (HORIZONTAL) GRAPHIC SCALE (VERTICAL)
40 20
(11 "X 17') 40 4 2 (11" X 17) 4
20.0'
( FINAL DRAWINGS
Released.for permits only,
18 0
0+40not released for construction.
``lllllllllfllrrl `%111111111IIIl.
`tip CARO
s"s` "'I , j�ft p
SEAL ��� = EAL
C-438 014
rfffl� 918
t3i1*'�,�1` rf`,Ti�rJ II11To�```
,n 00 .`rd.
Zv%-,
"oo � ^i
00 LAN
ao
aO1m N
2Z zLC
"= mN
v,- di N!
aQ
m
Q3g^
aZ c�
-N
en
en ,�
ca
�o
M �
SECTIONS
WETLAND FILL & WATERS OF
U.S. RELOCATION DRAWINGS
FOR
HERITAGE POINTE EAST
TOWN OF NEWPORT CARTERET COUNTY NORTH CAROLINA
OWNER DEVELOPER
CONNER-W, LLC JW LAND, LLC
107 TREASURE COVE 410.5 FRONT STREET
NEWPORT, NC 28570 BEAUFORT, NC 28516
SCALE: 1" : 40' DATE: 12/292016
PROJECT #: 2015 004 SHEET : 8 0I I i

DRAWING INDEX
SHEET NAME
1 VICINITY &INDEXPLAN
2 PLAN & PROFILE A'
3 PLAN & PROFILE B'
4 PLAN & PROFILE'C'
5 PLAN & PROFILED'
6 PLAN & PROFILE E'
7 PLAN & PROFILE F'
8 SECTIONS
9 DITCH RELOCATION
10 EROSION CONTROL DETAILS
11 CONSERVATION EASEMENT AREA
GENERAL NOTES
1. BOUNDARY INFORMATION AS SHOWN HEREIN IS AS PROVIDED
ON THE "WETLANDS SURVEY - CONNER-W, LLC PROPERTY" AS
PREPARED BY STROUD ENGINEERING, PA, SURVEYOR PHILIP
COLLIER (PLS #L-4396), AND DATED AUGUST 30, 2010.
2. DEED REFERENCE: DB 1358, PG 389.
3. PIN: 633807587301000,
4. PROPOSED PROJECT IS LOW DENSITY WITH LESS THAN 24%
COVER, AND WITH PEAK FLOW ATTENUATION DEVICES AS
NECESSARY.
5. THE EXISTING SITE IS A COMBINATION OF OPEN FIELDS,
WOODED AREAS, AND WETLANDS.
4. ELEVATIONS ARE BASED ON NA VD 1988 DATUM.
5. EXISTING CONTOUR INTERVALS SHOWN ARE AT ONE FOOT
INTERVALS.
6. THIS PROJECT SCALES WITHIN ZONE X, NOT WITHIN THE
100 -YR FLOODPLAIN, AS SHOWN ON FLOOD INSURANCE RATE
MAP # 3720633800J, DATED JULY 16, 2003, AND AS
ESTABLISHED BY FEMA. THIS REPORT IN NO WAY
SUPERCEDES THE ABOVE MENTIONED FIRM,
7. THIS PROJECT IS NOT IN AN AREA OF ENVIRONMENTAL
CONCERN.
8. SECTION 404 WETLANDS & UPLANDS AS SHOWN SHOWN ARE
AS PROVIDED ON THE "WETLANDS SURVEY- CONNER-W, LLC
PROPERTY" AS PREPARED BY STROUD ENGINEERING, PA,
SURVEYOR PHILIP COLLIER (PLS #L-4396), DATED AUGUST 30,
2010, AND RE -APPROVED BY THE US ARMY CORPS OF
ENGINEERS ON MARCH 26, 2016,
9. NO BLUE -LINE STREAMS EXIST ON THIS TRACT.
10. ALL PROPOSED ELECTRICAL, CABLE, TELEPHONE, AND OTHER
COMMUNICATION WIRING SHALL BE INSTALLED
UNDERGROUND.
11. DESIGN OF ELECTRICAL, CABLE, TELEPHONE, GAS, ETC.
UTILITIES SHALL BE BY OTHERS.
12. ALL PROPOSED STORM DRAINAGE SHALL BE REINFORCED
CONCRETE PIPES.
13. SEDIMENTATION AND EROSION CONTROL PERMIT REQUIRED,
14, STATE STORMWA TER PERMITS ARE REQUIRED.
15. PUBLIC WATER SUPPLY (PWS) PERMIT IS REQUIRED,
16, SEWER EXTENSION PERMIT IS REQUIRED.
LFINAL DRA WINGS
Released fir permits only,
not released for construction.
4 f
�� zr
2a —'
24, J .
�1
56 L
J
�. A
2�
l!
\ 24
GRAPHIC SCALE
120 60 0 120
Know whats MOW.
Call before you dig.
O
II�
1(D
U
z
44 <f
� X43
tea\\\
1
M
l EXISTING DITCH (WATERS OF U.S.) ,
1,005 LF TOTAL
X56,-,151-1 52 53
l PROPOSED RELOCATED DITCH)
V> -1,135 LF TOTAL t
FULLY GRASS STABILIZED
— — —� NATURAL GROUND
-- VARIES
I Lei 11=III—IJ=III _I_ 5' — I =I I I=I 5'=j 11 -
(VARIES) I=(VARIES)
PROPOSED TYPICAL SWALE SECTION
36
26
DATA TABLE ,ttttttl DITCH RELOCATION
-BOUNDARY LINES _ �� 117 11 t t t r l l
PROPOSED CONTOURS � trr >>� r��
SITE WELTAND FILL AREA — - -- ROADWAY ti ti��,1GINE rrr ti� CAR pL rrr
A 3,654 SF (0.084 AC) PROPOSED LOT LINES - - - EXISTING CONTOURS �~`` �4p O+R•oj�1'�rr�� rti �4. t0 WETLAND FILL &WATERS OF
B 657SF(0.015AC) PROPOSED LOTS ASPHALT/SIDEWALKAREAS �';'GO � ,' , .yU.S. RELOCATION DRAWINGS
C 7,392 SF (0.170 AC) SEAL �\ FOR
D 411 SF (0.009 AC) — — PROPOSED DITCH LINES C� PROPOSED STORM DRAIN Exp = SEAL : y
E 2,245 SF (0.052 AC) -- w ---- 404 WETLAND UNE C —438 <C� = 1014 1 f HERITAGE POINTE EAST
F 5,122 SF (0.118 AC) o- 0 o- TEMPORARY SILT FENCE r ��. �• : ?� ``�.
TOTAL 19,481 SF(0.447AC) ® 404 WETLANDS ® TEMPORARY WATTLE �� i��,f �y,,� '` �� f ,,,`�. ; TOWNOFNEWPORT CARTERET COUNTY NORTH CAROLINA
C%►Lti , O I N ��ti OWNER DEVELOPER
I h tt ♦ r �n++nuurit
+unto 1 r �A' �y � CONNER•W,LLC JW LAND, LLC
EXISTING DITCH LENGTH = 1,005 LF 404 WETLAND FILL AREAS PROPOSED WATER MAINS rrrrr 1 3 *, ���~ rrr t Y �O `titin 107 TREASURE COVE 410.5 FRONT STREET
r 11111918', O ♦ r t 11 •t I I T �1,, NEWPORT, NC 28570 BEAUFORT, NC 28516
PROPOSED RELOCATED DITCH = 1,135 LF —SS-#— PROPOSED SEWER MAINS SCALE: 1":120' DATE: 12129,2016
PROJECT #: 2015 004 SHEET., 9 of 11
�1
56 L
DATA TABLE ,ttttttl DITCH RELOCATION
-BOUNDARY LINES _ �� 117 11 t t t r l l
PROPOSED CONTOURS � trr >>� r��
SITE WELTAND FILL AREA — - -- ROADWAY ti ti��,1GINE rrr ti� CAR pL rrr
A 3,654 SF (0.084 AC) PROPOSED LOT LINES - - - EXISTING CONTOURS �~`` �4p O+R•oj�1'�rr�� rti �4. t0 WETLAND FILL &WATERS OF
B 657SF(0.015AC) PROPOSED LOTS ASPHALT/SIDEWALKAREAS �';'GO � ,' , .yU.S. RELOCATION DRAWINGS
C 7,392 SF (0.170 AC) SEAL �\ FOR
D 411 SF (0.009 AC) — — PROPOSED DITCH LINES C� PROPOSED STORM DRAIN Exp = SEAL : y
E 2,245 SF (0.052 AC) -- w ---- 404 WETLAND UNE C —438 <C� = 1014 1 f HERITAGE POINTE EAST
F 5,122 SF (0.118 AC) o- 0 o- TEMPORARY SILT FENCE r ��. �• : ?� ``�.
TOTAL 19,481 SF(0.447AC) ® 404 WETLANDS ® TEMPORARY WATTLE �� i��,f �y,,� '` �� f ,,,`�. ; TOWNOFNEWPORT CARTERET COUNTY NORTH CAROLINA
C%►Lti , O I N ��ti OWNER DEVELOPER
I h tt ♦ r �n++nuurit
+unto 1 r �A' �y � CONNER•W,LLC JW LAND, LLC
EXISTING DITCH LENGTH = 1,005 LF 404 WETLAND FILL AREAS PROPOSED WATER MAINS rrrrr 1 3 *, ���~ rrr t Y �O `titin 107 TREASURE COVE 410.5 FRONT STREET
r 11111918', O ♦ r t 11 •t I I T �1,, NEWPORT, NC 28570 BEAUFORT, NC 28516
PROPOSED RELOCATED DITCH = 1,135 LF —SS-#— PROPOSED SEWER MAINS SCALE: 1":120' DATE: 12129,2016
PROJECT #: 2015 004 SHEET., 9 of 11

VARIF.4 AR DIRFCTFD RY FNrINFFR
8'MAXIMUM DETAIL D4 - STORM PIPE OUTLET RIP RAP TO EXTEND ONEFT
STAY WIRES AT I2"INTERVALS MIN. 12-12 GAUGE TOP STRAND 10 PROTECTION AND END TREATMENT ABOVETOPOFBANK r�,
y w v w FINAL DRAWINGS I
GAUGE MIN • '+ '+ 1 „ � Released for permits only;
w w w 1
LINE WIRES I2-12 not released for construction.
GAUGE MIN. ,�, e w w -%
BOTTOM STRAND IO )�-�-
GAUGEMIN.12
17
NOTES:
1. USE MINIMUM 121N. DIAMETER COIR FIBER (COCONUT F(BER) WATTLE.
FILL SLOPE -"'S''' 2. USE 2 FT WOODEN STAKES WITH A 2IN. BY 2 IN. NOMINAL CROSS SECTION.
SILT FENCE NOTES , , 3. ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT WASH AROUND
/�! C d 4 WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.
1. IMRE SHALL BEA MINIMUM OF 32" IN WIDTH AND SHALL HAVE A �` j ��*! 4. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE
GROUND MINIMUM OF 8 UNE WIRES WITH 12" STAY SPACING. �// - - i" CONCRETE FLARED TO WEDGE WATTLE TO BOTTOM OF DITCH.
LINE 2. FILTER FABRIC SHALL BE A MINIMUM OF 36" fN WIDTH AND SHALL BE `I i �,0� !",. \ \\- END SECTION 5. PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A
FASTENED ADEQUATELY TO THE WIREAS DIRECTED BY THE \--' p p tom'- F (DIMENSIONS MAY VARY) U-SHAPENOTLESS THAN 12"INLENGTH.
ENGINEER. 6. INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF
3. STEEL POSTS SHALL BE 5' IN HEIGHT AND SHALL BE OF THE WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
SELF -FASTENER ANGLE S TEEL TYPE \�"- !\� 7. INSTALL MATTING INACCORDANCE WITH SECTION 1631 OF THE NC DEPARTMENTOF
\ \, SEE STORM DRAIN TRENCHING
4. IMRE FABRIC SHALL BE FASTENED TO WOOD POSTS WITH NOT LESS ., _ OJ C�� % l� j DETAIL FOR REDOING TRANSPORTATION STANDARD SPECIFICATIONS.
W THAN B9 WIRE STAPLES }•12"LONG. q /\ -- tri--,_," p p p i 8. WATTLES TO BE USED WHERE LONGITUDANAL DITCHIS WALE SLOPES DO NOT
' EXCEED 3% ANDAOR AS SHOWN IN THE PLANS.
R° / ` \ ` / RIP RAP APRON
NON -WOVEN GEOTEXTILE FABRIC
FILTER FABRIC ��\� „11 p
DETAIL EC1 - TEMPORARY SILT FENCE
NOTES:
1. FLARED END SECTIONS MAYOR MAY NOT BE USED. REFER TO
PLAN DRAWINGS AND/OR CONTACT THE ENGINEER FOR\\\:"•'
FLARED END LOCA TIONS. , , --- 1.5 X davg OF 6"MINIMUM BURY /
2. PIPE END TREATMENTWITHOUTFLARED END SECDONTO BE\ STAKES STAPLES
6" MIN.
INSTALLED INA SIMILAR FASHION TO THIS DETAIL. \ —/ \ _
7
INSET A INSETS
19-GUAGE HARDWARE CLOTH
OPENINGS)
C,GP-Irl /lNI
DETAIL EC2 - HARDWARE CLOTH AND
GRAVEL INLET PROTECTION
PLAN
NCDOT #5 or #57
WASHED STONE
DETAIL EC4 - TEMPORARY COIR FIBER WATTLE
2'(MAX) -
ISOMETRIC VIEW
COIR FIBER
WATTLE
MA
CROSS SECTION DOWNSLOPE
TRAPEZOIDAL DITCH STAKE
PA�EMEN�
k --SEE INSET A
\\ EDGE OF PAVEMENT
BACK
SLOPE
'UND
2'UPSLOPE
STAKE r—NATURAL GROUND
MATTING --I Y/��' \_2•DOWNSLOPE
STAKE
CROSS SECTION VEE DITCH
TOP VIEW
DATA TABLE ---- EROSION CONTROL DETAILS
BOUNDARY tt1llIli7 t Illrrr
�,,, �_. -PROPOSED CONTOURS Ott rJ�t� tttt ♦��
SITE WELTAND FILL AREA ---- - — -ROADWAY 4 `ti���^�awS�S GINF���j{(��'alp 1ti�� �ARQ ��rr
##' - EXISTING CONTOURS . Y ttttltll •j . 4� ,,tt ttt111+ Lf f WETLAND FILL & WATERS OF
PROPOSED LOT LINES +, r �.�� S w,
B 3, 857 SF (0.015 AC) j ``�PO�Lr �R`9 (t ��a� C E ID �o���,
C 7,392 SF (0.170 AC) PROPOSED LOTS I ASPHALT/SIDEWALKAREAS +,.d U• S. RELOCATION DRAWINGS
D 411 SF (0.009 AC) PROPOSED DITCH LINES PROPOSED STORM DRAIN Exy = SEAL - y - : 4 AL FOR
E 2,245 SF (0.052 AC) - w -- 404 WETLAND UNE C-438 1014 HERITAGE POINTE EAST
F 5,122 SF (0.118 AC) TEMPORARY SILT FENCE r ? ��� °^`
TOTAL 19,481 SF 0.447 AC ® ��� y.`• TOWN OF NEWPORT CARTERETCOUNTY NORTH CAROLINA
( ) 404 WETLANDS ® TEMPORARY WATTLE �CAgO� `. �, N �"" ��% -1 ` OWNER DEVELOPER
f ++I}titttt, t~ �j�./$j' ++rllnunttt��` CONNER-W, LLC JW LAND, LLC
EXISTING DITCH LENGTH = 1,005 LF PROPOSED RELOCATED DITCH = 1,135 LF 404 WETLAND FILL AREAS PROPOSED WATER MAINS rffrf`. 1 918 3t*,t���� ���� ,t i'tT�� >>�� VE 410-5 FRONT STREET
N7TREASUR 28570 BEAUFORT, NC 28516
E CO
—SS-#— - PROPOSED SEWER MAINS SCALE: 1": 40' DATE: 12129,2016
PROJECT X: 2015 004 SHEET: 10 o1 }i

GENERAL NOTES
1, BOUNDARY INFORMATION AS SHOWN HEREIN IS AS PROVIDED
ON THE "WETLANDS SURVEY - CONNER-W, LLC PROPERTY"AS
PREPARED BY STROUD ENGINEERING, PA, SURVEYOR PHILIP
COLLIER (PLS #L-4396), AND DATED AUGUST 30, 2010,
2. DEED REFERENCE: DB 1358, PG 389,
3. PIN: 6338_0_7587301000,
4. PROPOSED PROJECT IS LOW DENSITY WITH LESS THAN 24%
COVER, AND WITH PEAK FLOW ATTENUATION DEVICES AS
NECESSARY
5. THE EXISTING SITE IS A COMBINATION OF OPEN FIELDS,
WOODED AREAS, AND WETLANDS.
4. ELEVATIONS ARE BASED ON NAVD 1988 DATUM,
5. EXISTING CONTOUR INTERVALS SHOWN ARE AT ONE FOOT
INTERVALS.
6. THIS PROJECT SCALES WITHIN 'ZONE X' NOT WITHIN THE
100 -YR FLOODPLAIN, AS SHOWN ON FLOOD INSURANCE RATE
MAP # 3720633800J, DATED JULY 16, 2003, AND AS
ESTABLISHED 8Y FEMA. THIS REPORT IN NO WAY
SUPERCEDES THE ABOVE MENTIONED FIRM.
7. THIS PROJECT IS NOT IN AN AREA OF ENVIRONMENTAL
CONCERN.
8. SECTION 404 WETLANDS & UPLANDS AS SHOWN SHOWN ARE
AS PROVIDED ON THE "WETLANDS SURVEY- CONNER-W, LLC
PROPERTY" AS PREPARED BY STROUD ENGINEERING, PA,
SURVEYOR PHILIP COLLIER (PLS #L-4396), DATED AUGUST 30,
2010, AND RE -APPROVED BY THE US ARMY CORPS OF
ENGINEERS ON MARCH 28, 2016,
9, NO BLUE LINE STREAMS EXIST ON THIS TRACT.
10. ALL PROPOSED ELECTRICAL, CABLE, TELEPHONE, AND OTHER
COMMUNICATION WIRING SHALL BE INSTALLED
UNDERGROUND.
11. DESIGN OF ELECTRICAL, CABLE, TELEPHONE, GAS, ETC.
UTILITIES SHALL BE BY OTHERS.
12. ALL PROPOSED STORM DRAINAGE SHALL BE REINFORCED
CONCRETE PIPES.
13. SEDIMENTATION AND EROSION CONTROL PERMIT REQUIRED.
14. STATE STORMWATER PERMITS ARE REQUIRED.
15. PUBLIC WATER SUPPLY (PWS) PERMIT IS REQUIRED.
16. SEWER EXTENSION PERMIT IS REQUIRED.
F.7not
INAL DRA WINGS
leased for permits only,
released,for construcliF? 1.
DATA TABLE
SITE WELTAND FILL AREA
A
DRAWING INDEX
SHEET
NAME
1
VICINITY& INDEXPLAN
2
PLAN & PROFILE A'
3
PLAN & PROFILE'B'
4
PLAN & PROFILE'C'
5
PLAN & PROFILE'D'
6
PLAN & PROFILE'E'
7
PLAN & PROFILE'F'
8
SECTIONS
9
DITCH RELOCATION
10
EROSION CONTROL DETAILS
11
CONSERVATION EASEMENT AREA
GENERAL NOTES
1, BOUNDARY INFORMATION AS SHOWN HEREIN IS AS PROVIDED
ON THE "WETLANDS SURVEY - CONNER-W, LLC PROPERTY"AS
PREPARED BY STROUD ENGINEERING, PA, SURVEYOR PHILIP
COLLIER (PLS #L-4396), AND DATED AUGUST 30, 2010,
2. DEED REFERENCE: DB 1358, PG 389,
3. PIN: 6338_0_7587301000,
4. PROPOSED PROJECT IS LOW DENSITY WITH LESS THAN 24%
COVER, AND WITH PEAK FLOW ATTENUATION DEVICES AS
NECESSARY
5. THE EXISTING SITE IS A COMBINATION OF OPEN FIELDS,
WOODED AREAS, AND WETLANDS.
4. ELEVATIONS ARE BASED ON NAVD 1988 DATUM,
5. EXISTING CONTOUR INTERVALS SHOWN ARE AT ONE FOOT
INTERVALS.
6. THIS PROJECT SCALES WITHIN 'ZONE X' NOT WITHIN THE
100 -YR FLOODPLAIN, AS SHOWN ON FLOOD INSURANCE RATE
MAP # 3720633800J, DATED JULY 16, 2003, AND AS
ESTABLISHED 8Y FEMA. THIS REPORT IN NO WAY
SUPERCEDES THE ABOVE MENTIONED FIRM.
7. THIS PROJECT IS NOT IN AN AREA OF ENVIRONMENTAL
CONCERN.
8. SECTION 404 WETLANDS & UPLANDS AS SHOWN SHOWN ARE
AS PROVIDED ON THE "WETLANDS SURVEY- CONNER-W, LLC
PROPERTY" AS PREPARED BY STROUD ENGINEERING, PA,
SURVEYOR PHILIP COLLIER (PLS #L-4396), DATED AUGUST 30,
2010, AND RE -APPROVED BY THE US ARMY CORPS OF
ENGINEERS ON MARCH 28, 2016,
9, NO BLUE LINE STREAMS EXIST ON THIS TRACT.
10. ALL PROPOSED ELECTRICAL, CABLE, TELEPHONE, AND OTHER
COMMUNICATION WIRING SHALL BE INSTALLED
UNDERGROUND.
11. DESIGN OF ELECTRICAL, CABLE, TELEPHONE, GAS, ETC.
UTILITIES SHALL BE BY OTHERS.
12. ALL PROPOSED STORM DRAINAGE SHALL BE REINFORCED
CONCRETE PIPES.
13. SEDIMENTATION AND EROSION CONTROL PERMIT REQUIRED.
14. STATE STORMWATER PERMITS ARE REQUIRED.
15. PUBLIC WATER SUPPLY (PWS) PERMIT IS REQUIRED.
16. SEWER EXTENSION PERMIT IS REQUIRED.
F.7not
INAL DRA WINGS
leased for permits only,
released,for construcliF? 1.
DATA TABLE
SITE WELTAND FILL AREA
A
3,654 SF (0.084 AC)
B
657 SF (0.015 AC)
C
7,392 SF (0.170 AC)
D
411 SF (0.009 AC)
E
2,245 SF (0.052 AC)
F
5.122 SF (0.118 AC)
TOTAL 19,481 SF (0.447 AC)
EXISTING DITCH LENGTH = 1,005 LF
PROPOSED RELOCATED DITCH = 1,135 LF
\ I /
o �
117 L
` J _
116 / v r 1 �-
\
115'
_
I LZ
_
4,✓� /
� _ I
bi
r
L � /III 1 / '�' 1 '� \ �' A� �.,, o i �' � I / � ) �, .-._.•, f�/ /
z
77/
\ _ t
�✓ � ; /� `✓ r �/ 1 ` UUNSERVATION L.� LiOL_lvI ;itr
i
� / n
1 1
_ 1
-BOUNDARY LINES PROPOSED CONTOURS �ttttturtrr�rr`r `��ttttrrrT�rlr CONSERVATION ESMT
-ROADWAY 4ltiti�G I NES rrrr C AR oL r fr
PROPOSED LOT LINES EXISTING CONTOURS p 'pQ'jrrr ��04,0, SS j�O, r�rf WETLAND FILL &WATERS OF
�� U.S. RELOCATION DRAWINGS
PROPOSED LOTS ASPHALT/SIDEWALKAREAS .d
PROPOSED DITCH LINES PROPOSED STORM DRAIN = H = SEAL y SEAL Y FOR
404 WETLAND LINE = C-438 HERITAGE POINTE EAST
- -- — TEMPORARY SILT FENCE
® n/ C `' TOWN OF NEWPORT CARTERET COUNTY NORTH CAROLINA
404 WETLANDS ® TEMPORARY WATTLE % '�.CA�O�;�`' ti.` oj N'�,o`°� �� OWNER DEVELOPER
!l1711111tt1 ~ i if lllllllttt`
CONNER-W, LLC JW LANA LLC
107 TREASURE COVE 410-5 FROSTREET
404 WETLAND FILL AREAS PROPOSED WATER MAINS rrrrrr 1r g18 3��1 rr Gr r I IT O,,` NEWPORT, NC 28570 BEAUFORT,NC 28516
—SSS— PROPOSED SEWER MAINS SCALE: 1":120' DATE: 12292016
PROJECT#:2015 004 SHEET: 11 o111

rcGIS - New Bern Water Sewer Utilities
New Bern Water Sewer Utilities
City of New Bern water and sewer system utilities
10/20/1612:01 PI
Kevin Gaskins I Copyright:© 2013 National Geographic Society, i -cubed
I .� wv 1 'L ZI11Z
tl�.//www..��cq��.cor../1�orvt@/wrbtrtap/ptlt�t.l�t�vt1 Paye 1 01