20230124 Ver 1_ePCN Application_20230120

DWR
Division of Water Resources
Initial Review
Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
April 13, 2022 Ver 4.3
Has this project met the requirements for acceptance in to the review process?*
Yes
No
Is this project a public transportation project?*
Yes No
Change only if needed.
Pre -Filing Meeting Date Request was submitted on:
10/1/2020
BIMS # Assigned* Version#*
20230124 1
Is a payment required for this project?*
No payment required
Fee received
Fee needed - send electronic notification
What amout is owed?*
$240.00
$570.00
Reviewing Office* Select Project Reviewer*
Wilmington Regional Office - [phone] Holley Snider:eads\hasnider:[e-mail]
Information for Initial Review
la. Name of project:
Kyndall Cove
la. Who is the Primary Contact?*
Dana A. Lutheran
lb. Primary Contact Email:* lc. Primary Contact Phone:*
[e-mail] [phone]
Date Submitted
1/20/2023
Nearest Body of Water
Sturgeon Creek
Basin
Cape Fear
Water Classification
C;Sw
Site Coordinates
Latitude:
34.232164
A. Processing Information
County (or Counties) where the project is located:
Brunswick
Is this a NCDMS Project
Yes No
Is this project a public transportation project? *
Yes No
Longitude:
-78.019325

la. Type(s) of approval sought from the Corps:
Section 404 Permit (wetlands, streams and waters, Clean Water Act)
Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
Yes
No
1 b. What type(s) of permit(s) do you wish to seek authorization?
Nationwide Permit (NWP)
Regional General Permit (RGP)
Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?
Yes No
Nationwide Permit (NWP) Number: 29 - Residential Developments
NWP Numbers (for multiple NWPS):
ld. Type(s) of approval sought from the DWR:
401 Water Quality Certification - Regular
Non-404 Jurisdictional General Permit
Individual 401 Water Quality Certification
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
1f. Is this an after -the -fact permit application?*
Yes No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
Yes No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
Yes No
1 h. Is the project located in any of NC's twenty coastal counties?
Yes No
1 i. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
Yes No
1j. Is the project located in a designated trout watershed?
Yes No
B. Applicant Information
Id. Who is applying for the permit?
Owner Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
Yes No
2. Owner Information
2a. Name(s) on recorded deed:
FAY FIELDCREST LLC
2b. Deed book and page no.:
04668/0649
2c. Contact Person:
Gordon Frieze
401 Water Quality Certification - Express
Riparian Buffer Authorization
Unknown
Yes No
Yes No

2d. Address
Street Address
PO Box 1328
Address Line 2
City
Wrightsville Beach
Postal / Zip Code
28480-1328
2e. Telephone Number:
[phone]
2g. Email Address: *
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Dana A. Lutheran
4b. Business Name:
Southern Environmental Group, Inc. (SEGi)
4c. Address
Street Address
5315 South College Road
Address Line 2
Suite E
City
Wilmington
Postal / Zip Code
28412
4d. Telephone Number:
[phone]
4f. Email Address: *
[e-mail]
C. Project Information and Prior Project History
State / Province / Region
NC
Country
US
2f. Fax Number:
State / Province / Region
NC
Country
US
4e. Fax Number:
1. Project Information
1b. Subdivision name:
(if appropriate)
NC
lc. Nearest municipality / town:
Leland
2. Project Identification
2a. Property Identification Number:
Tract 1 - 037DB012 Tract 2 - 0370005576 and
Tract 3 - 0381H001
2c. Project Address
Street Address
Old Fayetteville Road
Address Line 2
City
Leland
Postal / Zip Code
3. Surface Waters
3a. Name of the nearest body of water to proposed project: *
Sturgeon Creek
3b. Water Resources Classification of nearest receiving water: *
C;Sw
2b. Property size:
83.83
State / Province / Region
NC
Country
US
3c. What river basin(s) is your project located in?*

Cape Fear
3d. Please provide the 12-digit HUC in which the project is located.
030300050502
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
Tracts 2 & 3 were clear cut in 2004 and remained mowed until 2008 (see attached Historical Aerials). Today, those tracts are mostly dominated with immature pines within the jurisdictional
Pocosin and Small Basin wetlands and uplands. Tract 1 contains pines within the uplands and hardwoods within the four (4) isolated Basin wetland pockets. There are several existing soil
roads meandering through the properties. A large ditch runs along the northern property line of Tract 2 and discharges into an unnamed tributary (i.e., stream feature) to Sturgeon Creek.
Two other ditches are found on each side of WB&S Road, which is a soil road that runs between Tracts 2 & 3. This was the old WB&S railroad track causeway. Residential is the main land
use, in the vicinity of the project.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past? *
Yes No Unknown
If yes, please give the DWR Certification number or the Corps Action ID (exp. SAW-0000-00000).
No previous certifications or permits have been issued for any of the properties.
4f. List the total estimated acreage of all existing wetlands on the property:
31.67 AC
4g. List the total estimated linear feet of all existing streams on the property:
1500
4h. Explain the purpose of the proposed project: *
The purpose of this project is to construct a residential, townhouse development, in an area where the demand for this type of housing is high.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: *
The project entails permanently filling 0.98-acre of excluded (isolated) Basin wetlands, 0.4566-acre of jurisdictional Pocosin wetlands, and 0.0292-acre of relatively permanent waters
(RPW or ditches), as well as temporary impacts to 0.1216-acre of jurisdictional Pocosin wetlands and 0.0017-acre of PRW/Ditches, to install roads and provide adequate building pads.
Cumulatively, the project will entail permanently filling 0.4858-acre of jurisdictional Pocosin and Small Basin wetlands and 0.98-acre of isolated Basin wetlands. Please refer to the site plan
for details of the proposed wetland impacts. Large machinery, such as dump trucks, front end loaders, and backhoes, will be used to complete the work. The machinery will be stored in
uplands within the project site.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
Yes No
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
Preliminary Approved Not Verified Unknown N/A
Corps AID Number:
SAW-2020-01690 (Tract 1 AJD) and SAW-2021-02086 (Tracts 2 & 3 PJD)
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
David Scibetta
SEGi
Unknown
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
Tract 1 AJD issued September 29, 2020
Tracts 2 & 3 PJD was issued April 6, 2022
NC DWR site visit March 31, 2022, at which time the DWR determined the UT to Sturgeon Creek a stream.
6. Future Project Plans
6a. Is this a phased project?*
Yes No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
There are no previous permits associated with the proposed development. Water and sewer connections are available off Old Fayetteville Road, thus there is no need for separate and
distance crossings to connect to utilities. This project will not need additional impacts, beyond those listed in this application, to make the project viable.
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
Wetlands Streams -tributaries
Open Waters Pond Construction
Buffers

2. Wetland Impacts
2a. Site #* (2)
2a1 Reason (?)
2b. Impact type* (?)
2c. Type of W.*
2d. W. name
2e. Forested*
2f. Type of Jurisdicition*
(?)
2g. Impact
area*
8
Outfall Structure
P
Headwater Forest
Wetland 1
Yes
Both
0.001
(acres)
9A
Road Crossing
P
Pocosin
Wetland 1
Yes
Both
0.001
(acres)
9B
Construction Buffer
T
Pocosin
Wetland 1
Yes
Both
0.061
(acres)
9C
Construction Buffer
T
Pocosin
Wetland 1
Yes
Both
0.025
(acres)
10
Lot fill
P
Pocosin
Wetland 1
Yes
Both
0.002
(acres)
11A
Road Crossing
P
Pocosin
Wetland 1
Yes
Both
0.085
(acres)
11 B
Construction Buffer
T
Pocosin
Wetland 1
Yes
Both
0.003
(acres)
11 C
Construction Buffer
T
Pocosin
Wetland 1
Yes
Both
0.002
(acres)
12
Road Crossing
P
Pocosin
Wetland 1
Yes
Both
0.002
(acres)
13A
Lot Fill
P
Pocosin
Wetland 1
Yes
Both
0.029
(acres)
13B
Construction Buffer
T
Pocosin
Wetland 1
Yes
Both
0.017
(acres)
14A
Road Crossing
P
Pocosin
Wetland 1
Yes
Both
0.100
(acres)
14B
Construction Buffer
T
Pocosin
Wetland 1
Yes
Both
0.010
(acres)
14C
Construction Buffer
T
Pocosin
Wetland 1
Yes
Both
0.004
(acres)
15
Lot Fill
P
Pocosin
Wetland 1
Yes
Both
0.006
(acres)
16
Lot Fill
P
Pocosin
Wetland 1
Yes
Both
0.012
(acres)
17
Road Crossing
P
Pocosin
Wetland 1
Yes
Both
0.003
(acres)
18
Road Crossing
P
Small -Basin Wetland
Wetland 5
Yes
Both
0.018
(acres)
19
Road Crossing
P
Small -Basin Wetland
Wetland 4
Yes
Both
0.197
(acres)
1
Road Crossing
P
Isolated Wetlands
11
Yes
Both
0.334
(acres)
2
Road Crossing
P
Isolated Wetlands
11
Yes
DWR
0.512
(acres)
3
Road Crossing
P
Isolated Wetlands
11
Yes
DWR
0.006
(acres)
4
Lot Fill
P
Isolated Wetlands
11
Yes
DWR
0.003
(acres)
5
Lot Fill (15 SF)
P
Isolated Wetlands
11
Yes
DWR
0.000
(acres)
6
Road Crossing
P
Isolated Wetlands
13
Yes
DWR
0.120
(acres)
7
Lot Fill
P
Isolated Wetlands
14
Yes
DWR
0.009
(acres)
2g. Total Temporary Wetland Impact
0.122
2g. Total Wetland Impact
1.562
2g. Total Permanent Wetland Impact
1.440

2i. Comments:
Total USACE Jurisdictional Wetland Impacts = 0.4566 AC NC Isolated Wetland Impacts = 0.9838 AC
All temporary impact areas will be returned to their original grade and contour and allowed to revegetate naturally.
4. Open Water Impacts
4a. Site #
4a1. Impact Reason
4b. Impact type
4c. Name of waterbody
4d. Activity type
4e. Waterbody type
4f. Impact area
RPW 1
Utility Crossing (40 SF)
T
RPW 1
Excavation
Ditch
0.00
RPW 2
Stormwater Outfall (48
SF)
P
RPW 1
Fill
Ditch
0.00
RPW 3
Road Crossing
P
RPW 1
Culverts
Ditch
0.02
RPW 4A
Road Crossing
P
RPW 2
Culverts
Ditch
0.01
RPW 4B
Construction Buffer (17
SF)
T
RPW 2
Other
Ditch
0.00
RPW 4C
Construction Buffer (17
SF)
T
RPW 2
Other
Ditch
0.00
RPW 5
Stormwater Outfall (30
SF)
P
RPW 2
Fill
Ditch
0.00
4g. Total temporary open water Impacts:
0.00
4g. Total open water impacts:
0.03
4h. Comments:
4g. Total permanent open water impacts:
0.03
Total Permanent RPW Impacts = 0.0292-acre
Total Temporary RPW Impacts = 0.0017-acre
Total RPW Impacts = 0.0309-acre
All temporary impact areas will be returned to their original grade and contour and stabilized, with jute or similar biodegradable fabric, upon completion.
E. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Prior to designing the project, the applicant had the entire site delineated for wetlands and streams, then the Applicant designed the project to only
impact wetlands where absolutely necessary (i.e., for road crossings and small individual impacts for building pads. The Applicant also limited the
number of units to 385. Had they chosen to increase the number of units, more than 2 acres of wetland impacts would have been necessary. The
applicant also incorporated a bridge, to cross the stream and is directionally drilling the utilities under the stream to avoid impacting the feature
altogether. Additionally, retaining walls were used to further minimize permanent impacts to wetlands.
lb. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Prior to performing land disturbing activities, sediment and erosion control measures will be installed. The measures will be inspected weekly and
repaired/replaced as needed. Work within open waters (i.e., ditches) will not be performed within 48 hours of a rain event that either produces or is
forecasted to produce more than 1" of rainfall within a 24 hour period. All temporary ditch impact areas will stabilized, with jute or similar biodegradable
fabric, upon completion.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
Yes No
2c. If yes, mitigation is required by (check all that apply):
DWR Corps
2d. If yes, which mitigation option(s) will be used for this project?
Mitigation bank Payment to in -lieu fee program Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
LCFUMB
3b. Credits Purchased/Requested (attach receipt and letter)
Type:
Non -riparian wetland
Quantity:
0.50

3c. Comments
Taking into consideration the cost of bridging the stream and adjacent wetlands, which avoided permanently impacting 0.09-acre of Headwater Forest
wetlands and 80 LF (0.007-acre) of warm water stream, as well as the retaining walls that have been incorporated into the plan, SEGi and the Applicant
is of the opinion a 1:1 compensatory mitigation to impact ratio is sufficient to offset the permanent loss of wetland function associated with the proposed
project. A credit reservation letter will be furnished upon the agencies' approval of the proposed mitigation plan.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
Yes No
If no, explain why:
This project is not within one of NC's Riparian Buffer River Basins.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250? *
Yes No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
Yes No
2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater program?
Yes No
N/A - project disturbs < 1 acre
2d. Which of the following stormwater management program(s) apply:
Local Government State
Local Government Stormwater Programs
Phase II NSW USMP Water Supply
Please identify which local government stormwater program you are using.
Town of Leland
State Stormwater Programs
Phase II Coastal Counties
HWQ or ORW Other
Comments:
This project is a high density stormwater project, where runoff will be collected and treated prior to discharging offsite. State and local stormwater permits will be secured prior to
construction of roads, buildings and/or any other built upon area.
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? *
Yes No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
Yes No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
Yes No
3b. If you answered "no," provide a short narrative description.
Previous permits were not needed for connection to access the site or connect to utilities. The project will not provide access to currently land locked
property. Additionally, stormwater will be collected and treated prior to discharging into downstream receiving waters.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
Yes No N/A
4b. Describe, in detail, the treatment methods and dispositions (non -discharge or discharge) of wastewater generated from the proposed project. If the wastewater will be treated at a
treatment plant, list the capacity available at that plant.
Town of Leland

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
Yes No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
Yes No
5d. Is another Federal agency involved?*
Yes
5e. Is this a DOT project located within Division's 1-8?
Yes No
No Unknown
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
Yes No
5g. Does this project involve bridge maintenance or removal?
Yes No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
Yes No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
Yes No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
SEGi is extremely familiar with the subject property, as they have been working on this tract of land since 2004, at which time it was clear cut. The
property is bordered by a 4 lane highway to the south and residential and commercial development on all other sides. RCW preferred habitat is not
available within the subject property or within close proximity to the subject property.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
Yes No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat? *
The project site does not contain a waterbody that would support EFH.
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 status?*
Yes No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
NC HPOWEB 2.0 Mapper (see attached). This project does not contain any man made structures and is not located with an area designated as a
National Historic Place.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
Yes No
8c. What source(s) did you use to make the floodplain determination?*
Brunswick County GIS Flood Map (see attached)
Miscellaneous
Please use the space below to attach all required documentation or any additional information you feel is helpful for application review. Documents should be combined into one file when
possible, with a Cover Letter, Table of Contents, and a Cover Sheet for each Section preferred.
Click the upload button or drag and drop files here to attach document
Kyndall Cove PCN Attachments 1-20-23 Final.pdf 27.74MB
File must be PDF or KMZ
Comments
Signature
By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief'; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
• I have given true, accurate, and complete information on this form;
I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");

I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
I intend to electronically sign and submit the PCN form.
Full Name:
Dana A. Lutheran
Signature
a�a.�rc(j� �it�taa
Date
1/20/2023

Page 1 of 53
Kyndall Cove S. D.
Pre -Construction Notification Attachments
Prepared for:
Fieldcrest, LLC
PO BOX 1328
Wrightsville Beach, NC 28480-1328
Prepared by:
Southern Environmental Group, Inc.
5315 South College Road, Suite E
Wilmington, NC 28412
910.228.1841
Date:
20 January 2023

Page 2 of 53
Kyndall Cove PCN Attachments 1-20-23
Table of Appendices
Number
Description
1
Vicinity Map
2
Parcel Information and Aerials
3
Division of Water Resources Water Classification Map
4
Tract 1 Approved Jurisdictional Determination
5
Tracts 2 & 3 Preliminary Jurisdictional Determination
6
Kyndall Cove Site Plan & Wetland Impact Map
7
Historical Aerials
8
New Hanover County GIS Flood Map
9
NC State Historic Preservation Office HPOWEB 2.0 Map

Page 3 of 53
Kyndall Cove PCN Attachments 1-20-23
Attachment 1
Vicinity Map

Page 4 of 53
Kyndall Cove PCN Attachments 1-20-23
Tract 1
Parcel: 03708012
Parcel lefomwtian
Parcel ID: 037D8092
Parcel PIN: 219707578941
Cale. Acrsapa- 17 20
Lagal DwRrp[(on
TR-1 REV 8-AREA A& D 17.200 AC P1,130/83
Owner lydarrnnion
Owner Name:
FAY FIELDCREST Li_C
Mail:rsp Address:
PO BOX 1328
Tract 3
Attachment 2
Parcel Information and Aerials
Tract 2
Parcel: 0381H001
Properly Tax Cards
;022 Tax Caro
2021 Tax Caro
;020 Tax Caro
2319 Tax Card
Parcel Irrfomrapon
Parcel ID 038 H00'
Parcel P'N: 219712853842
Cale Acniape. 18.00
Legal Deacnpoan
PARCEL A 18 ACRES l; S 17 & 74-7E _ _ _ .
OWrrer Ireprn1eppn
Owner 'Arne:
FAY FIELOCREST L:.0
Man ing Address!
PO 8OX 1328
Penal: 037000555
P roperty,: Cards
Card
�[d
▪ Card
2019TaK Card
Parcel ln/prnadon
nreI In 037000.5576
Parcel PIN:2,971176451
LePrr Description
43]4 ACRES 03 7Y76
d iner Monnation
Ovmer Name
FAYFIELdCREST LLC
Mailln9 Address:
PO aOX 1328
Zoom to

Page 5 of 53
Kyndall Cove PCN Attachments 1-20-23
Attachment 3
DWR Water Classification Map
Sturgeon Creek
From source to
Brunswick River
Overall Category
Parameter(s)
Exceeding Criteria
Zoom to
�1 �1 Hanover County, State of North Carol[

Page 6 of 53
Kyndall Cove PCN Attachments 1-20-23
Attachment 4
Tractl Approved Jurisdictional Determination

Page 7 of 53
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2020-01690 County: Brunswick County U.S.G.S. Quad: Winnabow
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Applicant: Port City Community Church
Richie Marshall
Address: 250 Vision Drive
Wihnin2ton, NC, 28403
Telephone Number: [phone]
Size (acres) 20.51 acres Nearest Town Leland, NC
Nearest Waterway Sturgeon Creek River Basin Cape Fear
USGS HUC 03030005 Coordinates Latitude: 34.23469
Longitude: -78.02143
Location description: This 20.51 acre project site includes (2) separate parcels located on Old Fayetteville Road in
Leland Brunswick County, NC. (Parcel IDs: 037DB012, 037DB011). The wetlands onsite were evaluated using the
2020 Navigable Waters Protection Rule (NWPR) guidelines.
Indicate Which of the Following Apply:
A. Preliminary Determination
_ There are waters, including wetlands, on the above described project area, that may be subject to Section 404 of the Clean
Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The
waters, including wetlands, have been delineated, and the delineation has been verified by the Corps to be sufficiently accurate
and reliable. Therefore this preliminary jurisdiction determination may be used in the permit evaluation process, including
determining compensatory mitigation. For purposes of computation of impacts, compensatory mitigation requirements, and other
resource protection measures, a permit decision made on the basis of a preliminary JD will treat all waters and wetlands that
would be affected in any way by the permitted activity on the site as if they are jurisdictional waters of the U.S. This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part
331). However, you may request an approved JD, which is an appealable action, by contacting the Corps district for further
instruction.
_ There are wetlands on the above described property, that may be subject to Section 404 of the Clean Water Act (CWA)(33
USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). However, since the
waters, including wetlands, have not been properly delineated, this preliminary jurisdiction determination may not be used in the
permit evaluation process. Without a verified wetland delineation, this preliminary determination is merely an effective
presumption of CWA/RHA jurisdiction over all of the waters, including wetlands, at the project area, which is not sufficiently
accurate and reliable to support an enforceable permit decision. We recommend that you have the waters of the U.S. on your
property delineated. As the Corps may not be able to accomplish this wetland delineation in a timely manner, you may wish to
obtain a consultant to conduct a delineation that can be verified by the Corps.
B. Approved Determination
_ There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA)(33 USC §
1344). Unless there is a change in 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 determination may be relied upon for a period not to exceed five years from the date of this notification.
Page 1 of 2

Page 8 of 53
SAW-2020-01690
_ We recommend you have the waters of the U.S. on your property delineated. As the Corps may not be able to accomplish
this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can 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.
_ The 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 . 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.
X 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.
X 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 Wilmington, NC to determine their requirements.
Placement of dredged or fill material within waters of the US, including wetlands, without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material, construction or
placement of structures, or work within navigable waters of the United States without a Department of the Army permit may
constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If you have any questions
regarding this determination and/or the Corps regulatory program, please contact Gary Beecher at [phone] or
Gary.H.Beecher(ausace. army.mil.
C. Basis For Determination: The (4) wetlands on this 20.51 acre project site do not meet the 2020 Navigable
Waters Protection Rule (NWPR) requirements for Jurisdictional Waters or Wetlands of the U.S. These wetlands
are not Jurisdictional Waters of the U.S.
D. Remarks: Site visit conducted with David Scibetta (SEGI) on February 26, 2020 & June 2, 2020.
E. Attention USDA Program Participants
The delineation included herein has been conducted to identify the location and extent of the aquatic resource boundaries and/or the
jurisdictional status of aquatic resources for purposes of the Clean Water Act for the particular site identified in this request. This
delineation and/or jurisdictional determination may not be valid for the Wetland Conservation Provisions of the Food Security Act of
1985, as amended. If you or your tenant are USDA program participants, or anticipate participation in USDA programs, you should
discuss the applicability of a certified wetland determination with the local USDA service center, prior to starting work.
F. Appeals Information for Approved Jurisdiction Determinations (as indicated in Section B. above)
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: Mr. Philip A Shannin
Administrative Appeal Review Officer
60 Forsyth Street SW, Floor M9
Atlanta, Georgia 30303-8803
AND
[e-mail]
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 November 20, 2020.

Page 9 of 53
SAW-2020-01690
It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.
Corps Regulatory Official:
Date: September 29, 2020 Expiration Date: September 29, 2025
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://corpsmapu.usace.army.mil/cm apex/f?p=136:4:0.
Copy Furnished via e-mail to:
Consultant:
David Scibetta
SEGI
5315 South College Road, Suite E
Wilmington, NC, 28403
[phone]
d s cib etta (&,, s eai. u s

Page 10 of 53
SAW-2020-01690
NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
i
Applicant: Port City Community Church
File Number:
Date:
Richie Marshall
SAW-2020-01690
September 29, 2020
Attached is:
See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission)
A
PROFFERED PERMIT (Standard Permit or Letter of permission)
B
PERMIT DENIAL
C
ix
APPROVED JURISDICTIONAL DETERMINATION
D
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional
information may be found at http://www.usace.army.mil/Missions/CivilWorks/RegulatoryProgramandPermits.aspx or
Corps
regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process
by completing
Section II of this form
and sending the form to the division engineer. This form must be received by the division engineer
this notice.
within
60 days of the date of
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form
must be received by the division engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of
Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This
form must be received by
the division engineer within 60 days of the date of this notice.

Page 11 of 53
SAW-2020-01690
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. 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.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is already in the administrative record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
appeal process you may contact:
District Engineer, Wilmington Regulatory Division,
Attn: Gary Beecher
If you only have questions regarding
also contact:
US Army Corps of Engineers
South Atlantic Division
Attn: Mr. Philip A. Shannin
the appeal process you may
Officer
Administrative Appeal Review
60 Forsyth Street SW, Floor M9
Atlanta, Georgia 30303-8803
PHILIP.A. [e-mail]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investigations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: Gary Beecher, 69 Darlington Avenue, Wilmington, North
Carolina 28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Philip Shannin,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: [phone], PHILIP.A.SHANNIN(a,USACE.ARMY.MIL

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Page 12 of 53
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0 250 500 1,000 1,500 2,000
1 inch = 1,000 feet
Map Source: ESRI Street Maps
Feet Vicinity Map
PC3 Old Fayetteville Road Tracts
Leland, Brunswick County, NC
2/ 15/ 2019 018-099.01
tI4xS 1 V!
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0 45 90
180
1 inch = 180 feet
270
Map Source: 2014 QL2 LiDAR Data
360
Feet
QL2 LiDAR Map
PC3 Old Fayetteville Road Tracts
Leland, Brunswick County, NC
4/3/2020 018-099.01

0 50 100
200
1 inch = 200 feet
300
400
Feet
Map Source: 2016 NCOneMap Orthoimagery,
Soil Survey of Brunswick Co.
Soils Map
PC3 Old Fayetteville Road Tracts
Leland, Brunswick County, NC
2/ 15/ 2019 018-099.01

1 Property Line
[.. Approx. Wetlands
0 100 200 400 600 800
Feet
1 inch = 400 feet
Map Source: USA Topo Maps,
7.5' quadrangle, 1:24k scale
USGS Topo Map
PC3 Old Fayetteville Road Tracts
Leland, Brunswick County, NC
2/ 15/ 2019 018-099.01

Wetlands 1-4 are Non
Jurisdictional Waters
of the U.S. (based on
the 2020 NWPR
guidance).
A48 Stop
D1 EQ D15
Property Line
T Approx. Wetlands
etlan
Upland
0
C1 EQ C10
B1 EQ B19
0 50 100
200
1 inch = 200 feet
300
400
Feet
Map Source: 2016 NCOneMap Orthoimagery
Field Sketch of Wetlands
PC3 Old Fayetteville Road Tracts
Leland, Brunswick County, NC
2/15/2019 018-099.01

Page 17 of 53
Kyndall Cove PCN Attachments 1-20-23
Attachment 5
Tracts 2 & 3 Preliminary Jurisdictional Determination

Page 18 of 53
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2021-02086 County: Brunswick County
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Applicant: Fay Fieldcrest LLC
Mike Rokoski
Address: PO Box 1328
Wrightsville Beach, NC, 28480
Telephone Number: [phone]
E-mail Address: mjrokoski(ai)gmail.com
Size (acres) 61.2 acres Nearest Town Leland, NC
Nearest Waterway Sturgeon Creek River Basin Cape Fear
USGS HUC 03030005 Coordinates Latitude: 34.22965; Longitude: -78.01377
Location description: This 61 acre project is located on Oak Lane in Leland, Brunswick County, NC. (Parcel ID: 0370005576
& 0381 1001)
Indicate Which of the Following Apply:
A. Preliminary Determination
X There appear to be waters, including wetlands, on the above described property, that may be subject to Section 404 of the
Clean Water Act (CWA)(33 USC 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC 403). The
waters, including wetlands, have been delineated, and the delineation has been verified by the Corps to be sufficiently
accurate and reliable. Therefore this preliminary jurisdiction determination may be used in the permit evaluation
process, including determining compensatory mitigation. For purposes of computation of impacts, compensatory
mitigation requirements, and other resource protection measures, a permit decision made on the basis of a preliminary JD
will treat all waters and wetlands that would be affected in any way by the permitted activity on the site as if they are
jurisdictional waters of the U.S. This preliminary determination is not an appealable action under the Regulatory
Program Administrative Appeal Process (Reference 33 CFR Part 331). However, you may request an approved JD,
which is an appealable action, by contacting the Corps district for further instruction.
_ There appear to be waters, including wetlands, on the above described property, that may be subject to Section 404 of the Clean
Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The
waters, including wetlands, have been delineated, and the delineation has been verified by the Corps to be sufficiently accurate
and reliable. Therefore this preliminary jurisdiction determination may be used in the permit evaluation process, including
determining compensatory mitigation. For purposes of computation of impacts, compensatory mitigation requirements, and other
resource protection measures, a permit decision made on the basis of a preliminary JD will treat all waters and wetlands that
would be affected in any way by the permitted activity on the site as if they are jurisdictional waters of the U.S. This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part
331). However, you may request an approved JD, which is an appealable action, by contacting the Corps district for further
instruction.
_ There appear to be waters, including wetlands, on the above described property, that may be subject to Section 404 of the Clean
Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). However, since the
waters, including wetlands, have not been properly delineated, this preliminary jurisdiction determination may not be used in the
permit evaluation process. Without a verified wetland delineation, this preliminary determination is merely an effective
presumption of CWA/RHA jurisdiction over all of the waters, including wetlands, at the project area, which is not sufficiently
accurate and reliable to support an enforceable permit decision. We recommend that you have the
waters of the U.S., including wetlands, on your property delineated. As the Corps may not be able to accomplish this wetland
delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps.
Page 1 of 2

Page 19 of 53
SAW-2021-02086
B. Approved Determination
_ There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA)(33 USC §
1344). Unless there is a change in 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 property subject to the permit requirements of Section
404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in 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.
_ We recommend you have the waters of the U.S., including wetlands, on your property delineated. As the Corps may not be
able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that
can be verified by the Corps.
_ The waters of the U.S., including wetlands, on your property 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, unless there is a change in law or our published regulations, may be relied upon for a period not to exceed
five years from the date of this notification.
_ The 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 . Unless there is a change in 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 no waters of the U.S., to include wetlands, present on the above described property which are subject to the permit
requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in 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.
X 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 Wilmington, NC to determine their requirements.
Placement of dredged or fill material within waters of the US, including wetlands, without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material, construction or
placement of structures, or work within navigable waters of the United States without a Department of the Army permit may
constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If you have any questions
regarding this determination and/or the Corps regulatory program, please contact Gary Beecher at [phone] or
Gary.H.Beecher(ausace. army.mil.
C. Basis For Determination: N/A. An Approved JD has not been completed.
D. Remarks: A desk top review was done on this JD application using information submitted by the consultant (SEGI)
and Corps generated Topographic maps.
E. Attention USDA Program Participants
The delineation included herein has been conducted to identify the location and extent of the aquatic resource boundaries and/or the
jurisdictional status of aquatic resources for purposes of the Clean Water Act for the particular site identified in this request. This
delineation and/or jurisdictional determination may not be valid for the Wetland Conservation Provisions of the Food Security Act of
1985, as amended. If you or your tenant are USDA program participants, or anticipate participation in USDA programs, you should
discuss the applicability of a certified wetland determination with the local USDA service center, prior to starting work.
F. Appeals Information for Approved Jurisdiction Determinations (as indicated in Section B. above)
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:

Page 20 of 53
SAW-2021-02086
US Army Corps of Engineers
South Atlantic Division
Attn: Mr. Philip A Shannin
Administrative Appeal Review Officer
60 Forsyth Street SW, Floor M9
Atlanta, Georgia 30303-8803
PHILIP.A. [e-mail]
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 N/A.
It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.
Corps Regulatory Official:
Date of JD: April 6, 2022 Expiration Date: PJD does not expire
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
https://regulatory.ops.usace.army.mil/customer-service-survey/.
Copy Fumished via e-mail to:
Consultant:
David Scibetta
SEGI
5315 South College Road, suite E
Wilmington, NC 28412
[phone]
dscib etta(a,segi.0 s

PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 4/6/2022
Page 21 of 53
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Fay Fieldcrest LLC, Mike Rokoski, P.O. Box 1328,
Wrightsville Beach, NC 28480
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District, Oak Lane, SAW-2021-02086
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: Oak Lane Leland, Brunswick County, NC
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County: Brunswick City: Leland
Center coordinates of site (lat/long in degree decimal format): Latitude: N 34.22965 Longitude: W 78.01377
Universal Transverse Mercator:
Name of nearest waterbody: Sturgeon Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
® Office (Desk) Determination. Date: April 6, 2022
❑ Field Determination. Date(s):
TABLE OF AQUATIC RESOURCES INREVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.
Site Number
Latitude (decimal
degrees)
Longitude (decimal
degrees)
Estimated amount of
aquatic resources in
reviewresources
area (acreage
and linear feet, if
applicable
Type of aquatic
(i.e.,
wetland vs. non
wetland waters)
Geographic authority to
which the aquatic resource
"may be" subject (i.e.,
Section 404 or Section
10/404)
Proposed
Wetland 1
N 34.22965
W 78.01377
25.73 ac
Wetland
404/401
Proposed
Wetland 2
N 34.23160
W 78.01428
0.02 ac
Wetland
404/401
Proposed
Wetland 3
N 34.23133
W 78.01280
0.33 ac
Wetland
404/401
Proposed
Wetland 4
N 34.23128
W 78.01171
0.67 ac
Wetland
404/401
Proposed
Wetland 5
N 34.23103
W 78.01237
0.59 ac
Wetland
404/401
Proposed
Non-
Wetland
Water 1
N 34.22929
W 78.01443
1242 If
Non -wetland
404/401
Proposed
Non-
Wetland
Water 2
N 34.23167
W 78.01398
1502 If
Non -wetland
404/401
Proposed
Non-
Wetland
Water 3
N 34.23162
W 78.01808
769 If
Non -wetland
404/401

Page 22 of 53
1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in the review
area, and the requestor of this PJD is hereby advised of his or her option to request and obtain an
approved JD (AJD) for that review area based on an informed decision after having discussed the
various types of JDs and their characteristics and circumstances when they may be appropriate.
2) In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General
Permit (NWP) or other general permit verification requiring "pre- construction notification" (PCN), or
requests verification for a non -reporting NWP or other general permit, and the permit applicant has
not requested an AJD for the activity, the permit applicant is hereby made aware that: (1) the permit
applicant has elected to seek a permit authorization based on a PJD, which does not make an official
determination of jurisdictional aquatic resources; (2) the applicant has the option to request an AJD
before accepting the terms and conditions of the permit authorization, and that basing a permit
authorization on an AJD could possibly result in less compensatory mitigation being required or
different special conditions; (3) the applicant has the right to request an individual permit rather than
accepting the terms and conditions of the NWP or other general permit authorization; (4) the applicant
can accept a permit authorization and thereby agree to comply with all the terms and conditions of that
permit, including whatever mitigation requirements the Corps has determined to be necessary; (5)
undertaking any activity in reliance upon the subject permit authorization without requesting an AJD
constitutes the applicant's acceptance of the use of the PJD; (6) accepting a permit authorization (e.g.,
signing a proffered individual permit) or undertaking any activity in reliance on any form of Corps
permit authorization based on a PJD constitutes agreement that all aquatic resources in the review area
affected in any way by that activity will be treated as jurisdictional, and waives any challenge to such
jurisdiction in any administrative orjudicial compliance or enforcement action, or in any
administrative appeal or in any Federal court; and (7) whether the applicant elects to use either an AJD
or a PJD, the JD will be processed as soon as practicable. Further, an AJD, a proffered individual
permit (and all terms and conditions contained therein), or individual permit denial can be
administratively appealed pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it
becomes appropriate to make an official determination whether geographic jurisdiction exists over
aquatic resources in the review area, or to provide an official delineation of jurisdictional aquatic
resources in the review area, the Corps will provide an AJD to accomplish that result, as soon as is
practicable. This PJD finds that there "may be" waters of the U.S. and/or that there "may be"
navigable waters of the U.S. on the subject review area, and identifies all aquatic features in the
review area that could be affected by the proposed activity, based on the following information:
SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items should be included in subject file. Appropriately reference sources below where
indicated for all checked items:
Z Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map: Field sketch of wetland
® Data sheets prepared/submitted by or on behalf of the PJD requestor.
Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report. Rationale:

❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
® U.S. Geological Survey map(s). Cite scale & quad name: 2019 Winnabow 1:24k
Natural Resources Conservation Service Soil Survey. Citation: Soil Survey of Brunswick Co.
❑ National wetlands inventory map(s). Cite name:
❑ State/local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929)
® Photographs: ®Aerial (Name & Date): 2019 NCOneMaps Orthoimagery
or ❑Other (Name & Date):
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not necessarily been
verified by the Corps and should not be relied upon for later jurisdictional determinations.
Signature and date of Regulatory
staff member completing PJD
DATE
)44db
Page 23 of 53
Signature and date of person requesting PJD
(REQUIRED, unless obtaining the signature is
impracticable)'
1 Districts may establish timeframes for requester to return signed PJD forms. If the requester does not respond within the
established time frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing an
action.

Property Line
L Proposed Wetlands (from 2005 Survey)
--- Proposed Non -Wetland Waters of the US
O Data Points
0 87.5 175 350 525 700 All Proposed Non -
Feet Wetland Waters of the
U.S are potential Waters
of the U.S (GHB USACE)
1 inch = 350 feet
Map Source: 2019 NCOneMaps Orthoimagery
Wetland Exhibit
PC3 Tracts
Leland, Brunswick Co., NC
9/9/2021 018-099.02

Property Line
LZ i Proposed Wetlands (from 2005 Survey)
- Proposed Non -Wetland Waters of the US
0 87.5 175 350 525 700
Feet
1 inch = 350 feet
Map Source: 2014 QL2 LiDAR DEM
LiDAR Map
PC3 Tracts
Leland, Brunswick Co., NC
9/9/2021 018-099.02

Property Line
Proposed Wetlands (from 2005 Survey)
Pronosed Non -Wetland Waters (Tithe US
04
h_�
0 87.5 175 350 525 700
Feet
1 inch = 350 feet
Map Source: 2019 NCOneMaps Orthoimagery,
Web Soil Survey SSURGO Data
Soils Map
PC3 Tracts
Leland, Brunswick Co., NC
9/9/2021 018-099.02

Property Line
Proposed Wetlands (from 2005 Survey)
Proposed Non -Wetland Waters of the US
0 125 250 500 750 1,000
Feet
1 inch = 500 feet
Map Source: USGS TopoView Service,
2019 Winnabow panel, 7.5' quad, 1:24k scale
USGS Topo Map
PC3 Tracts
Leland, Brunswick Co., NC
9/9/2021 018-099.02

Page 28 of 53
Kyndall Cove PCN Attachments 1-20-23
Attachment 6
Kyndall Cove Site Plan and Wetland Impact Map

Paae 29 of 53
THIS DRAWING PREPARED AT THE
WILMINGTON OFFICE
430Eastwood Rd. 1 Wilmington, NC 28403
TEL [phone] www.timmons.com
REVISION DESCRIPTION
KYN
DA
COV
ENVIRONMENTAL
BRUNSWICK
COUNTY,
NORTH
IMPACTS
CAROLINA
YOUR VISION ACHIEVED THROUGH OURS.
OUNDARY INFORMATION TAKE FROM
NBOUNDARY
Q SI
Sheet List Table
ALTA SURVEY BY GARY KEYES, PLS DATED
SEPTEMBER 22, 2021.
NAD 83
'' jib
4 ■
Sheet Number
Sheet Title
DATE
1/18/2023
2. TOPOGRAPHIC INFORMATION TAKEN FROM
��
i� ai
��1�1
i
III.►�I�''INF ,,,
CWI-1.0
COVER SHEET
DRANM BY
331
BRUNSWICK COUNTY GIS.
3. ENVIRONMENTAL INFORMATION TAKEN BY:/����
Germs ''
%•� ��■■ p
-_.•
CWI-1.1
EXISTING CONDITIONS
TIMMONS GROUP .•.
3.1. APPROVED JURISDICTIONAL
Tir
•-[�'� .iir.! p • -/ ��� ,V��;
���[%. •� L-"-"'"�3�. ►+�O
14owl 1 r
O �1`i� "1
CWI-1.2
OVERALL ENVIRONMENTAL IMPACT
DESIGNED BY
331
DETERMINATION OBTAINED BY
SOUTHERN ENVIRONMENTAL GROUP
I� I
I.'`' �I ��
\ �Q� L1' ' ' ,J, '��[/
�c :�� ,�;� i= ��� i.�
✓ a ■E;141,11;� °01 ��/
��IIII�i-
ion/
CWI-1.3
WETLAND IMPACT 1 PLAN & PROFILE
CHECKED BY
J. WALL
(SEGI) DATED SEPTEMBER 24, 2020
INjq�'�i- ,�,F' k� '�I�11�{'��
'� O I -►=�Z_
CWI-1.4
WETLAND IMPACT 2 PLAN & PROFILE
AE
AS SHOWN
WITH EXPIRATION DATE OF
SEPTEMBER 24, 2025. ACTION ID:
�,���I•
��11 ♦ I' 4, Zs�
��. ti i;••►`-•�•`�
`mike..• �'I- •
-
"'�.
••, ;;%��'► �
1
y�
CWI-1.5
WETLAND IMPACTS 3 TO 7 PLAN
KYNDALL COVE
TOWN OF LELAND, BRUNSWICK COUNTY, NORTH CAROLINA
COVER SHEET
SAW-2008-02128
�q
■ .iil ,;'5,,j "t..;.u�.�a
��:
..� i 0P�/
.
/
CWI-1.6
WETLAND IMPACTS 9 TO 10 PLAN AND STREAM IMPACT 1 PLAN
3.2. APPROVED JURISDICTIONAL
)1:0
:o.•t°�`'�4, ,',6—• "ft : ••�-'O`" `'
):�::�
CWI-1.7
WETLAND IMPACT 11 PLAN &PROFILE
DETERMINATION OBTAINED BY
•`�...0°'�°���•�������iO����SOUTHERN
ENVIRONMENTAL GROUP�!w'�����l
i�a' ���,/ir
CWI-1.8
WETLAND IMPACTS 12 & 13 PLAN & PROFILE
(SEGI) DATED SEPTEMBER 29, 2020
WITH EXPIRATION DATE OF
•� 44._,/ ...an
.,%_� ir... �/ All �i
CWI-1.9
WETLAND IMPACT 14 PLAN & PROFILE
SEPTEMBER 29, 2025. ACTION ID:
VICINITY
MAP
CWI-1.10
WETLAND IMPACTS 15 TO 17 PLAN
SAW-2020-01690
3.3. PRELIMINARY JURISDICTIONAL
owl_ .11
WETLAND IMPACTS 18 TO 19 PLAN & PROFILE
DETERMINATION OBTAINED BY
1
" _ 2
000'
CWI-1.12
RPW IMPACTS 1 & 2 PLAN & PROFILE
SOUTHERN ENVIRONMENTAL GROUP
(SEGI) DATED APRIL 6, 2022 WITH NO
7CWI-1.13
RPW IMPACT 3 PLAN & PROFILE
EXPIRATION. ACTION ID:
CWI-1.14
RPW IMPACT 4 PLAN & PROFILE
SAW-2021-02086
4. THE SUBJECT PROPERTY IS LOCATED IN
CWI-1.15
RPW IMPACT 5 PLAN & PROFILE
ZONE X AND ZONE AE IN ACCORDANCE
CWI-1.16
NOTES & DETAILS
WITH FIRM MAP NUMBER 3720219700K
WITH AN EFFECTIVE DATE OF AUGUST 28,
2018.
5. ALL CONSTRUCTION SHALL BE IN
SITE DATA TABLE:
ACCORDANCE WITH TOWN OF LELAND AND
NCDOT STANDARDS, SPECIFICATIONS, AND
DETAILS.
TOTAL AREA: 83.83 ACRES
TOTAL WETLANDS: 31.67 ACRES (1,379,659 SF)
841
Ituiow That's beiWV.
Cali before you dig.J
OBN°.
49345
SHEET S
SHEET NO.
CWI-1.0
K.

0
N
3
0
2
J
RONMENT
Z
Lu
J
W
0
N
c0
co
6
L
t2
0
_' ) I
I (
WETLAND IMPACT 2 I
WETLAND IMPACT 3
WETLAND IMPACT 4
Wed
I'Wet1and 2
WETLAND IMPACT 5
`),/ NNIVetland, 3
WETLAND IMPACT 6
WETLAND IMPACT 9 \ \ A.
'CO \*
P ^
Stream k
17-'--1 `\N / \:-., >t
(I WETLAND IMPACT 10 \t
/ Nnd\
Know what's below.
CaII before you dig.
EXCLUDED WETLANDS
MAP SHEET
IMPACT NUMBER
IMPACT SPECIFICATION
WETLAND I MPAC1
PERMANENT
(SF) (AC)
CWI-1.3
WETLAND 1
Proposed Roadway Fill
Proposed Roadway Fill
Proposed Roadway Fill
Proposed Lot Fill
14,556 0.3342
CWI-1.4
WETLAND 2
22,297 0.5119
CWI-1.5
WETLAND3
256 0.0059
CWI-1 5
WETLAND 4
111 0.0025
CWI-1.5
WETLAND 5
Proposed Lot Fill
15 0.0003
CWI-1.5
WETLAND 6
Proposed Roadway Fill
Proposed Lot Fill
5,234 0.1202
CWI-1.5
WETLAND 7
383 0.0088
TOTAL
42,852 0.9838
WETLAND IMPACT 13 ''
LEGEND
PROPERTY LINE
EXISTING EASEMENT
0 0 0 0 0 0 100 YEAR FLOODPLAIN
WETLANDS
WETLAND IMPACT 12 )
RPW IMPACT 1
WETLAND IMPACT 15
WETLAND IMPACT 16
10
1,V4tnd
RPW IMPACT 2
IWet .nd Sj
JURISDICTIONAL WETLAND, STREAM AND RPW IMPACTS
MAP'
SHEET
IMPACT NUMBER
IMPACT SPECIFICATION
WETLAND IMPACT
RPW IMPACT
STREAM IMPACT
PERMANENT
(SF) (AC)
(SF) (AC)
PERMANENT
TEMPORARY
TEMPORARY
(LF) I (SF) I (AC)
(LF) I (SF) I (AC)
(`) I (Ss) I (AC)
CWI-1.6
WETLAND8
Proposed Riprap at Stormwater©utfall
Proposed Grading
Proposed Bridge Installation
Proposed Bridge Installation
Proposed Lot Fill
22 0.0005
- -
- - -
- - -
- - -
CWI-1.6
WETLAND9A
46 0.0011
- -
- - -
- - -
- - -
CWI-1.6
WETLAND9B
- -
2,658 0.0610
- - -
- - -
- - -
CWI-1.6
WETLAND9C
- -
1,089 0.0250
- - -
- - -
- - -
CWI-1.6
WETLAND 10
79 0.0018
- -
- - -
- - -
- - -
CWI-1.7
WETLAND 11A
Proposed Roadway Fill
Headwall Installation
Headwall Installation
Proposed Roadway Fill
Proposed Lot Fill
3,691 00847
- -
- - -
- - -
- - -
CWI-1.7
WETLAND 11B
- -
140 0.0032
- - -
- - -
- - -
CWI-1.7
WETLAND 11C
- -
76 0.0017
- - -
- - -
- - -
CWI-1.8
WETLAND 12
74 0.0017
- -
- - -
- - -
- - -
CWI-1.8
WETLAND 13A
1,283 0.0295
- -
- - -
- - -
- - -
CWI-1.8
WETLAND 13B
Retaining Wall Installation
Proposed Roadway Fill
Headwall Installation
Headwall Installation
Proposed Lot Fill
- -
754 0.0173
- - -
- - -
- - -
CWI-1.9
WETLAND 14A
4,375 0.1004
- -
CWI-1.9
WETLAND 14B
- -
414 0.0095
CWI-1.9
WETLAND 14C
- -
165 0.0038
CWI-1.10
WETLAND 15
283 0.0065
- -
- - -
- - -
- - -
CWI-1.10
WETLAND 16
Proposed Lot Fill
512 0.0118
- -
- - -
- - -
- - -
CWI-1.10
WETLAND 17
Proposed Roadway Fill
Proposed Roadway Fill
Proposed Roadway Fill
., ., _ _ -,�.,_. �._�e_t
123 0.0028
- -
- - -
- - -
- - -
CWI-1.11
WETLAND 18
813 0.0187
- -
- - -
- - -
- - -
CWI-1.11
WETLAND 19
8,588 0.1972
- -
- - -
- - -
- - -
1'u,.z
a.,.6^...
r3 s9 2^^ 90B^D
CWI-1.12
RPW 1
Proposed Waterline Installation
Proposed Riprap at Stormwater Outlall
Proposed Roadway Crossing and Proposed Culvert
Proposed Roadway Crossing and ProposedCulvert
Headwall Installation
Headwall Installation
Proposed Riprap at Stormwater Outran
- -
- -
- - -
10.00 40 0.0009
- - -
CWI-1.12
RPW 2
- -
- -
8.00 48 0.0011
- - -
- -
CWI-1.13
RPW 3
- -
- -
74.41 893 0.0205
- - -
- -
CWI-1.14
RPW4A
- -
- -
54.55 300 0.0069
- - -
- - -
CWI-1.14
RPW4B
- -
- -
- - -
3 17 0.0004
- -
CWI-1.14
RPW4C
- -
- -
- - -
3 17 0.0004
- -
CWI-1.15
RPW 5
- -
- -
6.00 30 0.0007
- - -
- -
TOTAL
19,839 0.4566
5,296 0.1216
142.96 1,271 0.0292
16 73 0.0017
S1 214 0.0041
I I Wetland .5
WETLAND IMPACT 18 _' \
- -
RPW IMPACT 5 I -
1 Vt4\tbj
SITE DATA TABLE:
TOTAL AREA: 83.83 ACRES
TOTAL WETLANDS: 31.67 ACRES (1,379,659 SF)
PRELIMINARY- FOR REVIEW ONLY -
NOT FOR WETLAND PERMITTING SUBMITTAL
0
SCALE 1 "=500'
500'
1000'
WETLAND, STREAM & RPW IMPACT LEGEND:
KCV
TEMPORARY WETLANDS - PURPLE
PERMANENT WETLANDS - GREEN
TEMPORARY RPW - ORANGE
PERMANENT RPW- YELLOW
/•
•
•
•
•
•
•
d
0
oe
TIMMONS
Pase 30 of 53
1/18/2023
DRAWN BY
331
DESIGNED BY
331
CHECKED BY
7. WALL
SCALE
= 500'
U
J
I-
z
Lu
z
0
z
Lu
J
J
W
0
JOB NO.
49345
SHEET NO.
CWI-1.2
m
0
0
OR REVIEW ONLY

Page 31 of 53
S:\331\49345-Kyndall_Cove\DWG\Sheet\Exhibit\Wetland Impacts\49345-331C-CWI-C1.3-WETLAND IMPACTS 1-1.dwg I Plotted on 1/18/2023 4:16 PM I by Jenna Pavela
WETLAND IMPACT 1
WETLAND IMPACT 1
FOR PROPOSED ROADWAY FILL
PERMANENT (14,556 SF/0.3342 AC) —
* v-
4, W 4, W
0+"61
' '�'-4Y
V'
0+00 'k'
' DUAL 15" CULVERT
tW -
% w w w/' w w
Y \� W �4. W
W / W 4, 4/ 1 4, W 4'
/
`Y / W V/ W//, `, 41/ `Y
t .v v- //4'`�\ '4' w
4 / Y W W W , W
\/ 4, 4, 4/ 44Y 4/ 4'
V' • ,* 4_ _ W V' * V/
W
4' 4, W 4' W 4' W 4'
4, 4,
W 4, W 4, I
y W V W y
20
20
PROPOSED
GRADE —
15
EXISTI NG
GROUND
10
302 LF
8" PVC
@ 1.35%
5
61 LF DUAL
15" RCP
© 0.91%
8" PVC
WATER LINE
CV
Cn
M
O
O
15
10
5
-0 + -50
0+00
1+00
DUAL CULVERT WETLAND IMPACT 1
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5'
0
5-
0
SCALE 1 "=80'
80'
0 50
PROFILE SCALE
160'
WETLAND IMPACT LEGEND:
PERMANENT WETLANDS - GREEN
0
z
Know what's below.
Call before you dig.
LEGEND
■ PROPERTY LINE
EXISTING EASEMENT
0 0 0 0 0 0 100 YEAR FLOODPLAIN
W W W
WETLANDS
YOUR VISION ACHIEVED THROUGH OURS.
REVISION DESCRIPTION
'1
0
DATE
1/18/2023
/•
•
• •
•
0
oe
TIMMONS
DRAWN BY
331
DESIGNED BY
331
CHECKED BY
J. WALL
SCALE
AS SHOWN
z
z
0
0
W 4-
> o
Iij
w
J_
L_
0
ce
a
dS
Z
a
a
1-
0
a
z
0
Z
J
W
FOR REVIEW ONLY - NOT FOR SUBMITTAL
92
°v
U1
3
JOB NO.
49345
SHEET NO.
CWI-1.3

Paae 32 of 53
WETLAND
IMPACT
2
THIS DRAN/ING PREPARED AT THE
WILMINGTON OFFICE
430Eastwood Rd. I Wilmington, NC 28403
TEL [phone] I www.timmons.com
REVISION DESCRIPTION
SCALE 1 "=80'
WETLAND IMPACT LEGEND:
0 80' 160'
,
PERMANENT WETLANDS - GREEN
v V /i4� W v
W W 1 W Y'l W W W W
W �y4D.♦ WyW y
W W W W W W W W,,
W W W W W W W W
W 4Y 4Y W % I 4Y W
4.
4.
4.
W W * 1W/ `k� *
W + W 4' 4Y 4Y , 4' 4Y
\Y\ W W W W W
\ W \
• `i •\:� \. 4Y
rsv1i_, _,•
sx‘/
<�' �/ ♦ =''=
W
__
y •7/7;[I
/\, ` W
\// f/ 0
`e/ �� 4 �` 4Y
r\��� �'4 i•����_ W
i (� 4i'1 id ir'' i%i::'; W
\ 1iV .��ri.
i�%:'�•i•! N\:•4� i 4Y
ii
iI, 1, i i *
I `Y 4Y
`
�ti co
ill
; ii
6
•
yW I I
W + III
W 4Y 4Y 4Y /
4.
4Y * 4Y W 1_—W
4' 4Y W W 4' W
4Y 4Y 4Y W '4Y W W
4Y * * 4Y 4Y 4Y
`Y 4Y 4Y `4' `Y 4Y
WETLAND IMPACT 2
M
z
YOUR VISION ACHIEVED THROUGH OURS.
"ATE
1/18/2023
DRAWN BY
TIMMONS GROUP .•-':
'`� 'z♦ -
Z ✓ p��9/ -,
;:.,8141
W r�4D��\��l�i�:y��•a
\°'"'Iy'/"
4
FOR PROPOSED ROADWAY
I
PERMANENT (22,297 SF/0.5119 AC)
4Y W 4Le
�/.� {.
Know what's below.
Call before you dig.
DESIGNER BY
331
CHECKED BY
J. WALL
0+ 41" v
y W l•� 4Y 4,
TRIPLE 15" CULVERT
w 4,1 4k/ wOf
4Y W
4Y * 4Y *
* 4. + *
LW\ 4, w *i
SCALE
AS SHOWN
KYNDALL COVE
TOWN OF LELAND, BRUNSWICK COUNTY, NORTH CAROLINA
WETLAND IMPACT 2 PLAN & PROFILE
25 25
PROPOSED
25 25
20
GRADE 20
PROPOSED
e
20
GRADE —
20
15
15
EXISTING
GROUND
72 LF
15" RCP
@ 0.03%
230 LF
`8" PVC
@ 0,40%
15
15
10
10
•
EXISTING
GROUND
8"PVC
62 LF TRIPLE
15"RCP
@ 0,18%
12" PVC
WATER LINE
LEGEND
WATER LINE
10
I`
4
co
o?
10
5
Lo o
co O
4 L.ri 5
5 _
PROPERTY LINE
EXISTING EASEMENT
-0 + -50 0 + 00 1 + 00
-0 + -50 0 + 00 1 + 00
100 YEAR FLOODPLAIN
TRIPLE
CULVERT
WETLAND
IMPACT
2
SINGLE
CULVERT
WETLAND
IMPACT
2
WETLANDS
JOB ND.
49345
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5'
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5'
0
I
0 50
PROFILE SCALE
SHEET NO.
CWI-1,4
N
se
O
LJ-
O
O
e
5
8
e
3
8
vg

Paae 33 of 53
WETLAND
IMPACTS
3 AND
4 WETLAND
IMPACTS
5 AND
6
THIS DRAN/ING PREPARED AT THE
WILMINGTON OFFICE
430Eastwood Rd. I Wilmington, NC 28403
TEL [phone] I www.timmons.com
REVISION DESCRIPTION
WETLAND IMPACT LEGEND:
.1, .1,
2�'
�\%
PERMANENT WETLANDS GREEN
If
,i, WETLAND IMPACT 3
\ NN\\\\
20u
'.
FOR PROPOSED ROADWAY FILL
.1' WETLAND IMPACT 6
FOR PROPOSED ROADWAY FILL
PERMANENT (256 SF/0.0059 AC)
.v ., .i, ,i, -J20H /
1 .� .� .
i ‘ 1 WETLAND IMPACT 4
'si,
PERMANENT (5,234 SF/0.1202 AC) •.. /�
WETLAND IMPACT 5 - - `.. Al'ir .�
)A \ '"r1 �
�� ' 1 FOR PROPOSED LOT FILL
,.
FOR PROPOSED LOT FILL ' .�`�,, '-�
LEGEND
L .L .1,
fr
- - \'
PERMANENT (15 SF/0.0003 AC) �` •`. 9� ` Y
PROPERTY LINE
1.
PERMANENT (111 SF/0.0025 AC)
1
\
, 11 AA; .✓.,: ��g/�
" ��j4's's �- %/-
L L L � �- � VGA \ ale %i �.,/%/
�� /
EXISTING EASEMENT
o 0 0 0 0 0 100 YEAR FLOODPLAIN
YOUR VISION ACHIEVED THROUGH OURS.
‘
L Y Y Y \< `
\ Y-4
vY vY 4Y Y I 24A `. �� �m'�`'•!p� ��
�L �L
WETLANDS
\%�
\
``�
24 B
\.711,s
\N
, ,s.,0 \
%14C \`��\ `�`
'
"'�
V\
'"a
.� .� .�
24D
.1.�aik �����\. �_
Q 8
z
��
Know what's below.
Call before you dig.DATE
Y
1/18/2023
DRAM BY
331
SCALE 1 "=50'
0 50' 1 00'
WETLAND
IMPACT
SCALE 1 "=50'
0 50' 100'
7
TIMMONS GROUP .•-':
DESIGNED BY
331
CHECKED BY
J. WALL
SCALE
AS SHOWN
KYNDALL COVE
TOWN OF LELAND, BRUNSWICK COUNTY, NORTH CAROLINA
WETLAND IMPACTS 3 TO 7 PLAN
X \
// / WETLAND IMPACT 7
iq,/,
V�/�<;'''
7, ANA"'.
FOR PROPOSED LOT FILL
'v 'v PERMANENT (383 SF/0.0088 AC)
.• gy
I ' ••p
Ailli,\ \I, \I, \I,
21.A 4 \I, \I,
.� i �
21\;\
SCALE 1 "=50'
0 50' 100'
JOB O.
49345
SHEET NO.
CWI-1.5
se
0
LJ-
O
0

Paae 34 of 53
WETLAND
IMPACT
8 WETLAND
IMPACT
9 AND
STREAM
IMPACT
1
THIS DRAN/ING PREPARED AT THE
WILMINGTON OFFICE
430Eastwood Rd. I Wilmington, NC 28403
TEL [phone] I www.timmons.com
REVISION DESCRIPTION
SCALE 1 "=50'
SCALE 1 "=50'
WETLAND & STREAM IMPACT LEGEND:
0 50' 100'
KSV
TEMPORARY WETLANDS - PURPLE
0 50' 100'
,�O\
X
u)
4711
PERMANENT WETLANDS - GREEN
°6'�N3,
' `
/
<0 ,,,
. i //.#
( STREAM IMPACT 1
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YOUR VISION ACHIEVED THROUGH OURS.
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DATE
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WETLAND IMPACT 9B
SCALE AS SHOWN
KYNDALL COVE
TOWN OF LELAND, BRUNSWICK COUNTY, NORTH CAROLINA
WETLAND IMPACTS 9 TO 10 PLAN AND STREAM IMPACT 1 PLAN
IIIC�IIC�� flll,'
FOR BRIDGE INSTALLATION
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WETLAND IMPACT 9C
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LEGEND
PROPERTY LINE
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2018 APPENDIX B
BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS
STRUCTURAL DESIGN
(PROVIDE ON THE STRUCTURAL SHEETS IF APPLICABLE)
DESIGN LOADS:
Importance Factors:
Live Loads:
Ground Snow Load:
Snow (IS)
Seismic (IE)
TRAFFIC LOADING
EIS 20-44
Wind Load: Basic Wind Speed
Exposure Category
SEISMIC DESIGN CATEGORY:
mph (ASCE-7-10, Risk Cat. II)
Provide the following Seismic Design Parameters:
Risk Category (Table 1604.5): ❑ I ❑ it ❑ III •IV
Spectral Response Acceleration: Ss 22.9 %g Si 9.4 %g
Site Classification (ASCE 7) ❑ A ❑ B 1111D [ E ❑ F
Data Source: [1] Field Test MI Presumptive ❑ Historical Data
Basic structural system: ❑ Bearing Wall
Building Frame
L Moment Frame
Analysis Procedure: ❑ Simplified
Architectural. Mechanical, Components anchored?
LATERAL DESIGN CONTROL: Earthquake ❑
❑ Dual wfSpecial Moment Frame
❑ Dual wflntermediate R1C or Special Steel
['Inverted Pendulum
II Equivalent Lateral Force ❑ Dynamic
❑ Yes ❑ No
SOIL BEARING CAPACITIES:
Field Test (provide copy of test report) N1A
Presumptive Bearing capacity 1,500
Pile size. type, and capacity P.T. 8" DIA. TIP PILES
Wind: Internal Pressure Coefficient +1- 0.18
Components and Cladding Pressures as listed on Quality Assurance Plan
Seismic: SDs = 0.235 SDi = 0.128
Response Modification Factor, R = 1.5
Seismic Response Coefficient Cs = 0.2347
Flood: Zone X, therefore no flood design requirements ❑
Zone AE: Base Flood Elevation = . Elevation of Lowest Floor =
VE: Base Flood Elevation = , Bottom of Lowest Horizontal Member =
AE: Base Flood Elevation: = , Dry Flood Proofed Elevation =
GENERAL NOTES:
I.) DESIGN AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE
2015 NORTH CAROLINA BUILDING GORE.
2) REFER TO PROJECT SPEGIFIGATIONS FOR ADDITIONAL REQUIREMENTS AND
INFORMATION WHEN APPLICABLE.
3J STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION AND COORDINATED
WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, CIVIL, AND OTHER DOCUMENTS.
4) STRUCTURAL FRAME TO BE BRACED UNTIL ERECTION 15 COMPLETE.
5) DESIGNS ARE APPLICABLE TO SINGLE -LANE AMP DOUBLE -LANE BRIDGES AS DIMENSIONED ON PLANS.
6) UNLESS N0iW, PLAN DIMENSIONS FOR SAWN LUMBER ARE NOMINAL DIMENSIONS. DESIGN CALCULATIONS
AND FABRICATION DETAlL5 ARE BASED ON ACTUAL DIMENSIONS FOR PRESSED (545) LUMBER.
PILE FOUNDATION NOTES FOR COMMERCIAL STRUCTURE:
IJ ALL TIMBER PILE CONSTRUCTION SHALL COMPLY WITH NORTH GAROLINA
BUILDING CODE, SECTIONS U307, 1808 AND 1810 AND /OR NG DOT REGULATIONS.
2.) DRIVE ALL P.T. PILES TO BEARING GAPAGITY NOTED ON PLAN USING AN APPROVED DROP
HAMMER A5 PER SECTION 18103.311 OF THE NORTH GAROLINA BUILDING CODE.
3) ALL TIMBER PILES TO BE SOUCHIIERN YE! I ON PINE AND PRESSURE TREATED PER AWPA
STANDARDS (SEE NOTE #3a) PILE CUTOFFS SHALL BE TREATED IN ACCORDANCE WITH AWPA M4.
CHROMATED COPPER ARSENATE (CCA) MUST NOT BF USED FOR ANY
TIMBERS OR LUMBER THAT WILL BE IN CONTACT WITH THE PUBLIC,.
Ba) ALL TIMBER PILES MUST BE PRESSURE TREATED ACCORDING TO THE AWPA USE CATEGORY SYSTEM,
BASED ON THE INTENDED END -USE OF THE WOOD PRODUCT. FOR MOST PILES USED IN THE COASTAL
REGION, THE U5E CATEGORY DESIGNATION 15 UG46 OR UGSB. CONTRACTOR TO VERIFY APPROPRIATE
PRESERVATIVE TREATMENT BASED ON THESE CATEGORIES WHEN ORDERING PILES. REFER TO THE WWP
IN5TIIUE WE135ITE FOR ADDITIONAL INFORMATION ON AHPA TREATED HOOD USE CATEGORIES.
4) MINIMUM PENETRATION SHALL BE 18'-0" BELOW GRADE FOR PILES.
CONTRACTOR TO VERIFY THAT PILE DEPTH MEETS REQUIREMENTS
OF THE 2015 NORTH GAROLINA BUILDING GORE, ASCE--24, AND NOTE #I.
5) PILES SHALL MEET AWPA STANDARD 61, G2, 4 G24 FOR SAWN TIMBER PILES
6) PILE INSTALLER SHALL KEEP DETAILED LOG DATA DURING INSTALLATION OF PILES
50 THAT ENGINEER GAN VERIFY THAT PROPER BEARING GAPAGITIES WERE REACHED.
LOG DATA SHALL INCLUDE WEIGHT OF HAMMER, HEIGHT OF FALL, AI-i-'KOXIMATE DEPTH
OF PILE, AND PILE MOVEMENT PER BLOW IN INCHES (AVERAGED OVER IC) BLOWS).
T.) PROVIDE "SIMPSON" P5418 TIE PLATES ON EACH SIDE OF PILE I'HEN MORE THAN
50% OF PILE IS NOTCHED. (PS218 STRAPS MAY BE USED FOR 6X6 PILES)
STRUCTURAL TIMBER NOTES:
I) LUMBER SHALL BE A5 FOLLOWS: #2 KO SOUTHERN YELLOW PINE (OR BE I I LR) FOR PLATES AND JOISTS.
ALL GIRDERS ARE TO BE #1 SOUTHERN YELLOW PINE OR BETTER
2) ALL NAIL SIZES AND NUMBER OF NAILS REQUIRED MAY NOT BE SHOWN.
SUi FIGIENT NAILING SHALL BE REQUIRED TO DEVELOP JOINT STRENGTH.
3) ALL HARDWARE IN COASTAL REGIONS SHALL BE HOT -DIPPED GALVANIZED
IN ACCORDANCE WITH ASTM A153 AS APPLICABLE (OR STAINLESS STEEL)
4) LUMBER LE(../THAN lb" ABOVE GROUND AND LUMBER EXPOSED TO WEATHER SHALL BE
PRESSURE TREATED PER AF1PA STANDARDS TO 0_5 LB5/GF NET RETENTION (LUMBER IN GONTAGT WITH
GRADE SHALL BE PRESSURE TREATED PER AWPA STANDARDS TO 0.4 LIDS/GF NET RETENTION).
5) USE ASTM A301 BOLTS WITH NUTS AND WASHERS FOR ALL TIMBER GONNEGTIONS AND 16d COMMON
NAILS FOR BEAM CONNECTIONS. IF GUN NAILS ARE USED FOR I2d OR 16d NAIL CONNECTIONS A5
SPECIFIED ON PLAN, CONTRACTOR MUST PROVIDE 1/3 MORE NAILS, OR REDUCE SPACING BY 2/3
b) PROVIDE A MINIMUM OF (2) 5T105 BELOW EACH END OF "2X" BEAMS
AND A MINIMUM OF (3) STUDS BELOW EAGH END OF LVL BEAMS, U.N.O.
7) +EN HEIGHT OF GIRDER 15 GREATER THAN 10'-0" ABOVE GRADE,
NOTIFY ENGINEER FOR ADDITIONAL WAGING REQUIREMENTS.
8) SAWN LUMBER SHALL COMPLY WITH THE REQUIREMENTS OF AASHTO MI68.
q) UNLESS NOTED, ALL LUMBER SHALL BE SOUTHERN PINE. LUMBER 2" TO 4" SHALL BE VISUALLY
GRADED NO.2 OR BET IL-R. LUMBER Q" OR GREATER IN THIGKNESS SHALL BE VISUALLY GRADED NO. I OR 13ETltR-
10) THE MOISTURE CONTENT OF SAWN LUMBER PRIOR TO AND AFTER TREATMENT SHALL NOT EXGEED 15%
FOR LUMBER 2" TO 4' THICK, AND Iq% FOR LUMBER THICKER THAN 4" AT LUMBER YARD.
IIJ ALL WOOD AND METAL COMPONENTS SHALL BE HANDLED AND STORED CAREFULLY 50 AS NOT TO DAMAGE THE MATERIAL,
STRUCTURAL STEEL NOTES:
1) 5H±L PLATES AND SHAPES SHALL GOMPLY WITH THE REQUIREMENTS OF ASTM A36.
2) DOLTS AND LAG SCREWS SHALL COMPLY WITH THE REQUIREMENTS OF ANSI/ASME STANDARD BIS.2,1-I11s1, GRADE 2.
3) WASHER SHALL BE PROVIDED UNDER BOLT AND LAG SCREW HEADS AND NUTS THAT ARE IN CONTACT WITH WOOD.
WASHERS MAY BE OMITTED UNDER HEADS OF SPECIAL TIMBER BOLTS OR DOME -HEAD BOLTS WHEN THE SIZE AND
STRENGTH OF THE HEAD IS SUFFICIENT TO DEVELOP GONNEGTION STRENGTH WITHOUT WOOD GRUSHING.
4) ALL STEEL COMPONENTS AND FASTENERS SHALL BE GALVANIZED IN AGGORDANGE WITH AASHTO MITI OR AASHTO
M232. GALVANIZING OF STRESSING BARS SHALL FOLLOW THE RECOMMENDATIONS OF THE BAR MANUFAGTURER
50 AS NOT TO ADVERSELY AFFECT THE MECHANICAL PROPERTIES OF THE HIGH -STRENGTH STEEL.
PRESERVATIVE TREATMENT
I) ALL SAWN LUMBER SHALL BE TREATED IN AGGORDANGE 111TH THE REQUIREMENTS OF N.G.B.G. SECTION 2303.18
CONFORMING TO APPLICABLE AWPA STANDARD.
2) LUMBER ABOVE GRADE SHALL BE PRESSURE TREATED TO 0.25 LBS/GF NET RETENTION OR EQUAL.
LUMBER IN CONTACT IN/ GRADE SHALL BE PRESSURE TREATED TO 0.4 LBS/GF NET RETENTION.
PILES NOT IN CONTACT WITH SALTWATER TO BE PRESSURE TREATED TO 080 1B5/GF NET RETENTION.
LUMBER IN CONTACT W/ SALTWAI ER SHALL BE PRESSURE TREATED TO 2.5 LBS/CF NET RETENTION.
LUMBER IN AREAS EXPOSED TO SALTWATER SPLASH SHALL BE PRESSURE TREATED TO 0130 L135/CF NET RETENTION.
(NET RETENTION'S ABOVE BASED ON CGA TREATMENT. ALTERNATE TREATMENTS BASED ON AWPA UI STANDARDS ARE ALLOWED)
3) PRESERVATIVE TREATMENT SHALL BE INSPECTED AND GERTIFIET:) IN ACCORDANCE WITH AWPA STANDARD M2.
ENGINEER RESPONSIBLE FOR ALL STRUCTURAL URAL GOMPONENTS
ON THIS DRAWING. ALL DIMENSIONS AND DETAILS MAY NOT
BE SHOWN AND ARE THE RESPONSIBILITY OF T-1E DESIGNER
AND CONTRACTOR. GONTRACTOR 15 TO VERIFY WITH ENGINEER
ANY ADDITIONAL DETAILS REQUIRED FOR GONSTRUGTION.
ALL REFERENGES TO PRODUCT MANUFAGTURERS ARE
INTENDED TO INDICATE A QUALITY STANDARD, NOT TO
LIMIT COMPETITION. OTHER PRODUCTS OF EQUAL
QUALITY MAY BE USED, SUBJECT TO APPROVAL
SCOPE OF WIDRK NOTE:
11ILE STRUCTURAL DRAWINGS ARE INTENDED ONLY TO SHOWN THE FOUNDATION,
GIRDDR FRAMING, AND BRAGING INFORMATION FOR TI'40 BRIDGES A5 SHOWN ON OUR
PLANS. BRIDGE GONNEGTIONS TO ADJACENT ROADWAYS AND MODIFICATIONS TO
ANY PORTION OF THE BRIDGE5 OR ADJAGENT ROADWAYS NOT LISTED ABOVE 15
BEYOND OUR CURRENT SCOPE OF WORK AS DEPICTED ON THESE DRAWINGS AND
NEW FRAMING REINFORCING MAY BE NEEDED IF GHANGES ARE MADE. GONTAGT OUR
OFFICE IF ADDITIONAL ENGINEER SERVIGES ARE DESIRED.
THESE PLANS ARE NOT FOR
CONSTRUCTION AND ARE SEALED FOR
WETLAND USAGE PERMITTING ONLY.
NOTE:
PROVIDE GUARDRAIL BETWEEN POSTS
PER NORTH CAROLINA BUILDING CODE
BY GONTRACTOR (NO SHOWN)
P.T. 2XIO RAIL GAP
P.T. 6X6 RAIL
P.T. 6X6 RAILING POST
(INTERMEDIATE POST
BTWN. POSTS ALIGNED
W/ PILES BELOW)
PROV DE P.T. 2X6 RUNNER
BACK (3) JOIST BAYS AS
SHOWN TO JOISTS
(CONNECT
IN,` SCREWS AS REQV) —
SGREW BTM. OF RAIL POST TO RUNNER
TO PREVENT UNSIGHTLY EXPANSION (TYP)
#57 GRAVEL BED A5 REQV.
EXPANSION MATERIAL A5 REQ'D_
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4
PROVIDE CONTINUOUS LAYER OF FILAR FABWG l"U D'\�/�\/
EDGE LAP AND EXTEND I'-0' MIN BELOW
ANGLES S 70 A O'PILING
FOR PENETRATION INTO ADE}�/r\\/7`
GONNECTED TO GIRDER 4 JOISTS IV 16d NAILS%{•
•
P.T. 6X6 VEHIGULAR BRIO
P.T. 6X6 VEHICULAR BRIDE
RAILING BOLTED TO EA. Ft
(I) 3/4" DIA. GARRIAGE BG
P.T. 8X8 VEHICULAR BRIDC
RAILING BOLTED TO POST
3/4" DIA. CARRIAGE BOLT
P.T. 3XS (OR 3)12) DEGKI
P.T. IOXIO S.Y.P. #1 GIRDB
TO EAGH PILE IN/ (2) "5111
STRAPS NV 5/8" PIA. X 5"
./IS'-0" DELON GRADE (TYP)
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PROVIDE RT. 2X6 RUNNER
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AS REOV)
P.T. 8 DIA. TIP PI1 FL DRNBJ`/\/\/\/;/\/
L-PILE
10'-0"
P.T. 2XI0 RAIL GAP
fONNEGT EAGH DECK BOARD TO JOIST
BELOW IN/ (2) 0.225" DIA. X 6" LONG 60d
RING SHANK NAILS (PRE -DRILL HOLES IN
DECKING FOR. NAILS)
P.T. 3X5 (OR 3X12) DECKING
P.T. 4X12 JOISTS SPACED 12" O.G.
CONNECTED TO GIRDERS IN/ (I)
"SIMPSON" H2.5A HURRICANE CLIP
P.T. IOXIO S.Y.P. #1 GIRDER CONNECTED TO
EACH PILE IN/ (2) °SIMPSON" PS218 STRAPS
W/ 5/8" DIA. X 5" LONG LACE SGREPE (TYP.)
VEHICULAR BRI D6'E END CONDITION (SHOh1I NC' V 1OOD FRAMED ABUTMENT)
SCALE: 3/4"= I'-O"
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P.T. 2X10 RAIL GAP
CONNECT EACH DECK BOARD TO JOIST
BELOW W/ (2) 0.225" DIA. X b" LONG bOc1
RING SHANK NAILS (PRE -DRILL HOLES IN
DEGKING FOR NAILS)
CONNECT EA. 6X6 POST TO END JOIST kV/ (2) 5/8" DIA;
(OR ONE 3/4" DIA) GARRIAGE BOLTS (TYPICAL)
SCREW BTM. OF RAIL P05T TO GIRDER
TO PREVENT UNSIGHTLY EXPANSION (TYP)
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Page 35 of 53
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ROADYNAI/, 5IDEh4ALKS, 4 B
BY OTHERS
9
9
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LINE OF EXISTING i IETLAND AREAS (TYPICAL)
EXTEND 10'-O" MIN. BEYOND WETLAND5
P10
P10
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C1P10
P10
CIP10
P10
P10
P10
P10
THESE PLANS ARE NOT FOR
CONSTRUCTION AND ARE SEALED FOR
WETLAND USAGE PERMITTING ONLY.
OP10
P10
P10
P10
P10
P10
P10
1
/
P10
1
1
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P1
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LINE OF EXISTING WE11AND AREAS (TYPICAL)
EXTEND I0'-0" MIN. BEYOND IANETLANDS
C P10
P10
P10
P1
1
P1
P10
�10P10P10!P10P70
P10
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PLAN PROVIDED BY FRIEZE
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11
1
11
11
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11
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SCHEDULE
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TONNAGE REQ'D.
AMOUNT
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18'-22'
10TON
70
P8
18' - 22'
8 TON
20
NATHAN COURT VEHICULAR BRIDGE FRAMING PLAN • SCALE: 1/4" = 1/-0"
(SNOWING PILES AND GIRDERS)
WETLAND IMPACT 10 CROSSING`
1
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f .T. 6X6 VEH CULAR BRIDGE RAILING POST ABOVE (TYR)
P.T. 8" DIA. TIP (10° DIA. BUTT) PILES BEL0PE
GIRDERS DRIVEN TO RE IREI BEARING CAPACITIES
LISTED (TYP. SHOYNN THUS FOR CLARITY)
P.T. 4XI2 JOISTS SPACED 12' Q.G. AT VEFNGULAR BRIDGE
GONNEGTEP TO GIRDERS YN/ (0) 'SIMPSON" 1-125A HURRIGANE
CLIP AT EACH JOIST (TYPICAL)
ROADWAY, SIDEWALKS, d BASE BY OTHERS
—P.T. IOXIO 5Y.P. #1 (OR P.T. I2X12 5.Y.P. #2)
GIRDER GONNEGTED TO EACH PILE BEL001
Y,/ (2) 'SIMPSON' P5418 PLATES (TYPICAL)
P.T. 6X6 VEHICULAR BRIDGE RAILING POST ABOVE (TYP)
Original Release Date%
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A SS.p�
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P.T. 6X6 VEHICULAR BRIDGE RAILING P057 ABOVE (TYP,)
ROADWAY, SIDEWALKS, $ BASE BY OTHERS
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SHOWN (CONNECT TO -JOISTS RT. 4XI2 JOISTS SPACED ITO.G. AT VEHICULAR.
1
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42.5A HURRICANE CLIP AT EACH ,1015T (TYPICAL) 1 l
1 I
1
- I1
11 / 1
-
f .T. $" DIA. TIP (10' PIA. BUTT) PILES BELOW
GIRDERS DRIVEN TO REQUIRED BEARING CAPACITIES
1 LISTED (TYP. SHOWN THUS FOR CLARITY) /
',
1
1 -� 1
EXISTING CONTOUR LINES BASED ON
1 1
1 1
PLAN PROVIDED BY FRIEZE /-
ENTERPR15E5,1hIG. DESIGN SERVICES /
1
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Page 38 of 53
THESE
CONSTRUCTION
WETLAND
PLANS
USAGE
ARE
AND
PERMITTING
NOT
ARE
FOR
SEALED
ONLY.
FOR
36'-3"
51-0"
LL
(VEHICULAR
251_
CC.J!
BRIDGE)
1
LL
V-01
JJ
/
/
/
/
NOTE:
—
��
1
P.T. 2XI0 RAIL GAP
PROVIDE GUARDRAIL BETWEEN POSTS
PER NORTH CAROLINA BUILDING CODE
E3Y CONTRACTOR (NOT SHOWN)
ti.
P.T. 6)(G VEHICULAR BRIDGE RAILING
P.T. 6Xb VEHICULAR BRIDGE RAILING
POST SPACED 5'-O' O.C. (TYPICAL)
POST SPACED 5'-0' O.G. (TYPICAL)
F.T.'
bXb VEHICULAR BRIDGE
RAILING BOLTEC? TO EA. POST W/
P.T. 4* VEHICULAR BRIDGE RAILING
'
P.T. 4X6 VEHICULAR BRIDGE RAILING
(1) 3/4' DIA. CARRIAGE BOLT (TYP)
BOLTED TO EA. POST WI (1) 3141 DIA.
LL�YI BOLTED TO EA. POST hU (I) 5/4" DIA.
CARRIAGE BOLT (TV. AT SIDEWALKS)
CARRIAGE BOLT (TYP. AT 5I0E1ALKS)
NOTE:
PROVIDE GUARDRAIL BETMEN POSTS
PER NORTH CAROLINA EUILDING GODS
P.T. 8X8 (OR bX8) VEHICULAR BRIDGE
P.T. 4X6 VEHICULAR BRIDGE
BY CONTRACTOR (NOT SHOWN]
P.T. 3X8 (OR
3XI2)
DECKING
(TYP)
RAILING BOLTED TO POST W/ (I)
RAILING BOLTED TO POST W/ (I)
3/4' DIA. CARRIAGE BOLT 4 BOLTED
3/4" DIA. CARRIAGE BOLT a BOLTLv
EACH
DECK
BOARD TO JOIST
TO E3LOGKING 4 DECKING BELOW W/
TO BLOCKING 4 DECKING BE30N W/
B130W W/ (2)
0225"
DIA. X b" LONG
I
(2) 5/8" DIA. CARRIAGE BOLTS (TYP) --
(2) 5/8' DIA. CARRIAGE BOLTS (TYP)
tr)I
PROVIDE P.T. 4X4 BLOCKS BELOW
I I
PROVIDE P.T. 4X8 $LOCKS B3 LON!
/WGT
bOd RING SHANK
NAILS
(TYPICAL -
=
II
RAILING AT EA. POST LOCATION (TYP)
RAILING AT EA. POST LOCATION (TYP)
PRE -DRILL HOLY
AS
RE GlUIRF�l)
WIDE P.T. 4X4 BLOCKS BELOW
PROVIDE P.T. 4X8 BLOCKS BELOW
I
BAILING AT EA. POST LOCATION (TYP)��
Si .0
f?AILING AT EA. POST LOCATION OR)
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O
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AT VEHICULAR BRIDGE CONNECTED
TO GIRDERS W/ (I) 'SIMPSON H25A
HURRICANE CLIP AT EA. JOIST (TYP)
----,
GIRDER TO HAVE BUTT JOINT OVER
CENTER PILE AND BE CONNECTED
TO PILE /1/ (4) PS218 PLATES W/
5/8° DIA. X 5" LONG LAG SCREWS
Q
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O
_
O
O
O
^
EXTEND P.T. 6X6 RAILING
BETWEEN WALKWAY AND
ROADWAY DOWN TO TOP OF
GIRDERS AND PROVIDE P.T.
4X12 JOIST ON EACH SIDE
(BOLT TOGETIHER W/ (2) 5/8'
DIA. CARRIAGE BOLTS)
-•—P.T. 8" DIA. TIP (10" DIA.
SCREW BPI. OF RAIL
POST TO GIRDER TO
PREVENT UNSIGHTLY
EXPANSIONT(TYPJ
P.T. 8' DIA. TIP (10' DIA.
BUTT) PILE DRIVEN 18'-0"
P.T. 8' DIA. TIP (10" DIA.
BUTT) PILE DRIVEN I8'-0'
P.T. 8' DIA TIP 00" DIA. BUTT) PILE
BUTT) PILE DRIVEN I8'-0"
TO 22'-0' BELOW GRADE
TO 22`-0" BELOW GRADE
TO 22'-01 BELOW GRADE
DRIVEN I6-0" TO 22'-0' BE3..OY'f GRADE -
t
—. -
APPROX. GRADE LINE
8 TON = REQUIRED
BEARING CAPACITY
10 TON = REQUIRED
BEARING CAPACITY
10 TON = REQUIRED
BEARING CAPACITY
10 TON = REQUIRED
BEARING CAPACITY
10 TON = REQUIRED
BEARING CAPACITY
10 TON = REQUIRED
BEARING CAPACITY
10 TON = REQUIRED
BEARING CAPACITY
10 TON = REQUIRED
BEARING CAPACITY
8 TON = REQUIRED
BEARING CAPACITY
2 0•
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TRANSVERSE SECTION THROUGH BRI D6E
S4.0
SCALE: 3/4"=11-0" NATHAN COURT BRIDGE
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Page 39 of 53
THESE PLANS ARE NOT FOR
CONSTRUCTION AND ARE SEALED FOR
WETLAND USAGE PERMITTING ONLY.
(VEHICULAR BRIDGE)
25 A [ '
If
8'-0"
P.T. 6X6 VEHICULAR BRIDGE RAILING
POST SPAGED 5`-0' O.G. (TYPICAL)
NOTE:
PROVIDE GUARDRAIL BETWEEN POSTS
PER NORTH GAROLINA BUILDING CODE
BY CONTRACTOR (NOT SHOWN)
PROVIDE P.T. 4X8 BLOCKS BELOW
/RAILING AT EA. POST LOCATION (TYP)
ICI
I
I
P.T. 3X8 (OR 3XI2) DECKING (TYP)
CONNECT EACH DICK BOARD TO JOIST
BELOW W/ (2) 0225' DIA. X 6' LONG
60d RING SHANK NAILS (TYPICAL -
PRE -DRILL HOLE AS REWIRED)
I
O
0
P.T. 2X10 RAIL GAP
P.T. 6Xb VEHICULAR BRIDGE
RAILING BOLTED TO EA. POST W/
(1) 3/4° DIA. CARRIAGE BOLT (TYR)
P.T. 8X8 (OR bxb) VEHICULAR BRIDGE
RAILING, BOLTED TO POST NI/ (I)
3/4° DIA. CARRIAGE BOLT 1 BOLTED
TO BLOCKING 4 DECKING BELOW IN/
(2) 5/b° DIA. CARRIAGE BOLTS (TYP)
PROVIDE P.T. 4X3 BLOCKS BELOW
RAILING AT EA. POST LOCATION (TYP)
IMMIN
PA
■ui•1
if
0
P .T. 2X10 RAIL GAP
P.T. 6X6 VEHICULAR BRIDGE RAILING
POST SPACED 5'-0" OG. (TYPICAL)
P.T. 4X6 VEHICULAR BRIDGE RAILING BOLTED TO EA. POST
P11 (1) 3/4' PIA. CARRIAGE BOLT (TYP. AT SIDENIALKS)
MOTE:
PROVIDE GUARDRAIL BETWEEN POSTS
PER NORTH CAROLINA BUILDING CODE
BY CONTRACTOR (NOT SHOPIN)
P.T. 4Xb VEHICULAR BRIDGE RAILING BOLTED TO POST Y'U
(I) 314' DIA. CARRIAGE BOLT I BOLTED ro 3L0CKIJ45 1
DECKING BEL011E^1/ (2) 5/8" DIA. CARRIAGE BOLTS (rTP)
PROVIDE P.T. 4X4 BLOCKS BELOW
RAILING AT EA. POST LOCATION (TYR)
P.T. 8" DIA. TIP (10' DIA.
BUTT) PILE DRIVEN 18'-0"
TO 22'-0' BELOW GRADE
APPROX. GRADE LINE
P.T. 4XI2 JOISTS SPACED 12.0G.
AT VEHICULAR BRIDGE CONNECTED
TO 6IRDER5 W/ (1) 'SIMPSON" H25A
HURRICANE CLIP AT EA. J015T (TYP)
GIRDER TO HAVE BUTT JOINT OVER
CENTER PILE AND BE CONNECTED
TO PILE W/ (4) P5218 PLATES W/
5/8° DMA. X 5' LONG LAG SCREWS"
P.T. 8' DIA. TIP 00" DIA.
BUTT) PILE DRIVEN 18'-011
TO 22'-0' BELOW GRADE
O
10 TON = REQUIRED
BEARING CAPACITY
CL-PILE
21-0"
•
10 TON = REQUIRED
BEARING CAPACITY
GL-PILE
5'-0"
10 TON = REQUIRED
BEARING CAPACITY
CL-PILE
5'-0"
0
P.T. IOXIO 5.YP. *I GIRDER CONNECTED
TO EACH PILE NV (2) 'SIMPSON' PS218
STRAPS IN/ 5/8'P X 5' LONG LAG SGREP1S (TYP)
P.T. 8° DIA. TIP (10' DIA. BUTT) PILE
DRIVEN IS'-0' TO 22'-0" BELOW GRADE
EXTEND P.T. 6X6 RAILING BETYVEEN
WALKWAY AND ROADWAY DOWN TO TOP
OF GIRDERS AND PROVIDE P.T. 4XI2
J015T ON EACH SIDE (BOLT TOGETHER
IN/ (2) 5/8" DIA CARRIAGE BOLTS)
P.T. 8" DIA. TIP (10° DIA. BUTT) PILE
DRIVEN l8'-0' TO 22'-O' I3ELON1 GRAPE
r - CONNECT EA. 6X6 POST TO END
JOIST W/ (2) 5/8' DIA. (OR ONE 3/4'
DIA) CARRIAGE BOLTS (TYPICAL)
SCREW BTH. OF RAIL POST
TO GIRDER TO PREVENT
UNSIGHTLY EXPANSION (TYP)
APPROX. GRADE LINE
10 TON = REQUIRED
BEARING CAPACITY
CL-PILE
5L0'
10 TON = REQUIRED
BEARING CAPACITY
5'-0°
10 TON = REQUIRED
BEARING CAPACITY
CL-PILE
4'--0"
10 TON = REQUIRED
BEARING CAPACITY
CL-PILE
3 -12
CL-PILE
8 TON = REQUIRED
BEARING CAPACITY
2'-0'
3 1 31
TRANSVERSE SEGTION THROUGH BRIDGE
SCALE: 3/4"= II-0" KYNDALL COVE NAY BRIDGE
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Paae 40 of 53
WETLAND
IMPACT
11
THIS DRAN/ING PREPARED AT THE
WILMINGTON OFFICE
430Eastwood Rd. I Wilmington, NC 28403
TEL [phone] I www.timmons.com
REVISION DESCRIPTION
SCALE 1 "=50'
20 20
WETLAND IMPACT LEGEND:
5 _
rxxATEMPORARY WETLANDS - PURPLE
0 50' 100'
PERMANENT WETLANDS - GREEN
`4' WETLAND IMPACT 11A:
PROPOSED
si, FOR PROPOSED ROADWAY FILL
PERMANENT (3,691 SF/0.0847 AC)
0+ 01+65
GRADE
.1' .1' .1' .
`
0WETLAND
15
15
IMPACT 11B:
I
\
FOR HEADWALL INSTALLATION
TEMPORARY (140 SF/0.0032 AC)
, „ ,
HEADWALL 1
DESIGNED, PERMITTED, AND
RAILING REQUIREMENT
10@
\
\
TR�p53 i
�
F24„
3 o RCP
EXISTING
GROUND
10
0 50
PROFILE SCALE
YOUR VISION ACHIEVED THROUGH OURS.
91' 1
; _�,`.?;ht•!EP
0+38 I
�,-__ ..
:::Rs
--_--"-17=
I E
210 LF
8" PVC 4" DR-21
©0.40% FORCEMAIN
12" PVC
W
Z
0
WATERLINE
\'I:__
`i+ _
r r
DATE
1/8/2023
i ;-F= I : — ----- ---- -
II ' -�
�.I1'I_=—
—0+-50 0+00
1+00 1+;
DRAWN BY
331
TIMMONS GROUP .•-':
-- .
=
-
��_ 'i;--
WETLAND
IMPACT
11
III _ --: ��i.���: _
DESIGNED BY
331
0031,i,
CHECKED BY
J. WALL
�0
\
0+0.lti" � WETLAND IMPACT 11C:
HORIZ SCALE:
VERT SCALE:
1"=50'
1 "=5'
SCALE
AS SHOWN
FOR HEADWALL INSTALLATION
TEMPORARY (76 SF/0.0017 AC)
4, 4, 4, 4, 4, 4,
HEADWALL 2
\
KYNDALL COVE
TOWN OF LELAND, BRUNSWICK COUNTY, NORTH CAROLINA
WETLAND IMPACT 11 PLAN & PROFILE
DESIGNED, PERMITTED, AND RAILING 4' .1'
4
20
20
\,..
,i, REQUIREMENT ASSESSMENT BY \i, .1,
OTHERS
.v .1, .1, u' u' .'' .''
PROPOSED
GRADE
20 20
��
PROPOSED
15
15
15
GRADE
53LF
TRIPLE 24" RCP
�© 3.60%
j 15
40111
EXISTING
GROUND
53 LF
TRIPLE 24"
RCP
EXISTING
GROUND
10
re
t
ir
Iji/
10
5—
@ 3.60% 10
10
co
co
5—
5 4 5
-0+-50 0+00 1+00
Lo
WETLAND
IMPACT
11
HEADWALL
2
0
I
PROFILE SCALE
5 5
0
I
-0 + -50 0+ 00 1+ 00
0 50
HORIZ SCALE: 1"=50'
LEGEND
PROFILE SCALE
VERT SCALE: 1 "=5'
PROPERTY LINE
WETLAND
IMPACT
11
HEADWALL
1
EXISTING EASEMENT
"=50'
EMlimy/what%
below.
Call before you dIq.
100 YEAR FLOODPLAIN
JOB No.
49345
HORIZ SCALE: 1
VERT SCALE: 1 "=5'
WETLANDS
SHEET NO
CWI-1.7
se
0
0
0
0

Paae 41 of 53
WETLAND IMPACT LEGEND:
THIS DRAN/ING PREPARED AT THE
WILMINGTON OFFICE
430Eastwood Rd. I Wilmington, NC 28403
TEL [phone] I www.timmons.com
REVISION DESCRIPTION
r1X/4 TEMPORARY WETLANDS - PURPLE
WETLAND
IMPACT
12
WETLAND
IMPACT
13
PERMANENT WETLANDS - GREEN
YOUR VISION ACHIEVED THROUGH OURS.
W W WETLAND IMPACT 13B
—
\ ��;
.1, .1, .y - 1.1
I� I
'
', i
FOR RETAINING WALL
INSTALLATION
� TEMPORARY (754 SF/0.0173 AC)
0
III
\
WETLAND IMPACT 12'
!''!��"'� RETAINING WALL 4'
4" \i"v....'°''!I;�' �;;I;�l;e;;;:,.,, DESIGNED, PERMITTED, AND RAILING
DATE
1/ 8/2023
%
FOR PROPOSED ROADWAY FILL �
PERMANENT (74 SF/0.0017 AC) S
��
.I. .I. .I. .I,
, �. .,� ���_ �� °"'!ii ieii��'ii'�"r' i�'f
, . ,,,; , REQUIREMENT ASSESSMENT BY OTHERS �
O \�` Z *�` � \��
r \ SI, \ V \ V
2A` I y ,\ • \
I 42B 42C �� ��
/ 42 D .� .�
42E WETLAND IMPACT 13A —, ,I, .1,
DRA m BY
331
TIMMONS GROUP .•-':
DESIGNED BY
331
CHECKED BY
2. WALL
`I `I' `I' `I'
.I, .I, .I, .I, tl
42F
/ FOR PROPOSED LOT FILL
PERMANENT (1,283 SF/0.0295 AC) / 4,
\\
`3D
�, ,to / 43E
SCALE
AS SHOWN
KYNDALL COVE
TOWN OF LELAND, BRUNSWICK COUNTY, NORTH CAROLINA
WETLAND IMPACTS 12 & 13 PLAN & PROFILE
`
~�
SCALE 1 "=50'
�, '
0 50' 100'
SCALE 1 "=50'
0 50'
100'
LEGEND
PROPERTY LINE
co
00 811
Kn,+ r below
Call before you dig.
EXISTING EASEMENT
100 YEAR FLOODPLAIN
Job No.
49345
z,,:
WETLANDS
SHEET No.
CWI-1.8
se
0
LJ-
0 0
0

Paae 42 of 53
WETLAND
IMPACT
14
THIS DRAN/ING PREPARED AT THE
WILMINGTON OFFICE
430Eastwood Rd. I Wilmington, NC 28403
TEL [phone] I www.timmons.com
REVISION DESCRIPTION
25 25
SCALE 1 "=50'
WETLAND IMPACT LEGEND:
'� , TEMPORARY WETLANDS - PURPLE
0 50' 100'
PERMANENT WETLANDS GREEN
WETLAND IMPACT 14B
PROPOSED
HEADWALL 3 — FOR HEADWALL INSTALLATION 1
20
GRADE
20
`I' DESIGNED, PERMITTED, AND --
RAILING REQUIREMENT
ASSESSMENT BY OTHERS
0+00
WETLAND IMPACT 14A
TEMPORARY
\ ``-�_,....-
,
Q
(414 SF/0.0095 AC)
_
, _=7
5—
811
„0„.
Ilv
Know what's below.
CaII before you dig.
YOUR VISION ACHIEVED THROUGH OURS.
FOR PROPOSED ROADWAY FILL fr
15
15
PERMANENT (4,375 SF/0.1004 AC)
1+04
1+�rl
crI
•11, J
`'"
-
/
°'
EXISTING
GROUND
70
DUAL 1
\
LF
" RCP
o
a
_ ��� `-w� "��
_�a�� •i•F t:*
• �' li 4 A
44 . 44 " D@
44E10
0.
2%
10
0
1
0 50
PROFILE SCALE
DATE
1182
/ 8/ 023
:.— -�.�.
_ _�-
Mal-FISI'
��
'
S\_.' 4a:::ijc • : eprzii II ----
����jX V�\� ,.��� _
E_�-,_'����� ���
_- 11,---- -` �'^��
4„ . k, ! —� �
r``' 4-. %
1 0 LF
8" PVC
@ 0.92%
12" PVC
,,`VATER LINE
l V
O
Cn
DRAWN BY
331
TIMMONS GROUP .•-':
DESIGNED BY
331
J. L
25Z7-
-0+-50 0+00 1+00 1+50
KYNDALL COVE
TOWN OF LELAND, BRUNSWICK COUNTY, NORTH CAROLINA
WETLAND IMPACT 14 PLAN & PROFILE
DUAL
CULVERT
WETLAND
IMPACT
14
r
HORIZSCALE: 1500+00
VERT SCALE: 15WETLAND
,i
IMPACT 14C
�I
FOR HEADWALL INSTALLATION
25 25
j
I �
,
;
,
;�.
TEMPORARY (165 SF/0.0038 AC)
a' HEADWALL 4
1 ' '� DESIGNED, PERMITTED, AND
RAILING REQUIREMENT
k � 41A ASSESSMENT BY OTHERS
20
20
20 20
PROPOSED
GRADE
PROPOSED
70 LF
DUAL 18" RCP
GRADE
@ 0.88%
15
15
-
15
15
5—
,
LEGEND
EXISTING
EXISTING
GROUND
70 LF
DUAL
@ 0.88%
18" RCP
5—
, PROPERTY LINE
EXISTING EASEMENT
100YEAR FLOODPLAIN
o GROUND
10
10
WETLANDS
N
4
0
I
-0+-50 0+00 1+00
10
10
-° + -50 ° + °° 1 + °° 1 + 50
0 50
PROFILE SCALE
WETLAND
IMPACT
14
HEADWALL
4
WETLAND
IMPACT
14
HEADWALL
3
HORIZ SCALE: 1 "=50'
„ =5
HORIZ SCALE: 1"=50'
VERT SCALE: 1 "=5'
0
I
0 50
PROFILE SCALE
JOB NO.
49345
SHEET NO.
CWI-1.9
VERT SCALE: 1
se
0
0
0
0
or

Paae 43 of 53
WETLAND IMPACT LEGEND:
THIS DRAN/ING PREPARED AT THE
WILMINGTON OFFICE
430Eastwood Rd. I Wilmington, NC 28403
TEL [phone] I www.timmons.com
REVISION DESCRIPTION
a - PERMANENT WETLANDS - GREEN
WETLAND
IMPACTS
15
AND
16
WETLAND
IMPACT
17
M
00
0
Q
z
YOUR VISION ACHIEVED THROUGH OURS.
F
5
DATE
1/18/2023
DRAWN BY
TIMMONS GROUP .•-':
'�I
Q 48A 48B
v 48C 48D
1 I I
'y ►.i
1§`/
,j l' ' �%1
it..%`��IO' %4
.1, _ _ _ .� k/' `�
WETLAND IMPACT 15 — —
\\ ! //331
f \ -ice/ T O
//•I'
// \;,
/ �' �' \
//
/ \
j/ \L 'L 'L 'L \L L
�/ .� R,5LAT/RELY ,i,
4, w w PER/I�IANEI�T 4, `�
WATERS
1Knovuwhat's
. �-0
� f
below.
Call before you dig.
DESIGNED BY
331
CHECKED BY
J. WALL
SCALE
AS SHOWN
KYNDALL COVE
TOWN OF LELAND, BRUNSWICK COUNTY, NORTH CAROLINA
WETLAND IMPACTS 15 TO 17 PLAN
FOR PROPOSED LOT FILL '' '' '' '' '' '' .1'
PERMANENT (283 SF/0.0065 AC) ,- WETLAND IMPACT 16
''•
WETLAND IMPACT 17
FOR PROPOSED LOT FILL
PERMANENT (512 SF/0.0118 AC)
FOR PROPOSED ROADWAY .,, .1,
PERMANENT (123 SF/0.0028 AC)
SCALE 1 "=50'
SCALE 1 "=50'
0 50' 100'
0 50' 100'
LEGEND
PROPERTY LINE
EXISTING EASEMENT
0 100 YEAR FLOODPLAIN
JOB NO.
49345
W
WETLANDS
SHEET NO.
CWI-1.10
FOR REVIEW ONLY - NOT FOR SUBMITTAL

Paae 44 of 53
THIS DRAN/ING PREPARED AT THE
WILMINGTON OFFICE
430Eastwood Rd. I Wilmington, NC 28403
TEL [phone] I www.timmons.com
REVISION DESCRIPTION
30 30
FES 6.1 IN
WETLAND
IMPACT
18
TOP 20.50
INV OUT 18.79 (CULVERT 6.1
WETLAND IMPACT LEGEND:
\---'111
7- —V (J 1-1 t I
MH CULVERT 6
PERMANENT WETLANDS - GREEN
L ;�' ' cai,/ ,1,L
IPIIMME
25
TOP 20.77
25
1
INV IN 18.56
6.1)
ima.,
,ii+t
(
(CULVERT
1
INV OUT 16.33
(CULVERT 6.2)
a-�' �syo
�� �—
8 W -
PROPOSED
; V!
. MINI.
GRADE
5—
-71
�
�' �
�
20
20
YOUR VISION ACHIEVED THROUGH OURS.
,'' 101 __ -
_
EXISTING
GROUND
14 LF
tre _ '===
�- �-
vv
18" RCP -
0
@ 1.62% —
/
0 50
15
76 LF
15
+0�
WETLAND
IMPACT
18
105 LF
18" RCP
@ 0.50%
PROFILE SCALE
z
DATE
1i18i2023
\
y I
FOR PROPOSED ROADWAY FILL
PERMANENT (813 SF/0.0187 AC)
1 1 1 1
8" PVC
@ 0.52% 8" PVC
o 0 WATER
LINE
below.
DRAWN BY
331
TIMMONS GROUP .•-':
DESIGNED
331 B
SCALE 1 "=50'
r r
10 6' 6' 10
81
Knaw what's
Call
0 50' 100'
-0+-50
CULVERT
0+00
WETLAND
1+00
IMPACT
1+50
18
before you dig.
CHECKED BY
J. WALL
AS SHOWN
WETLAND
IMPACT
19
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5'
KYNDALL COVE
TOWN OF LELAND, BRUNSWICK COUNTY, NORTH CAROLINA
WETLAND IMPACTS 18 TO 19 PLAN & PROFILE
25 25
WETLAND IMPACT 19 /
FES 8 IN
FOR PROPOSED ROADWAY FILL
PERMANENT (8,588 SF/0.1972 AC)
TOP 20.07
INV OUT 18.64 (CULVERT
PROPOSED
8)
GRADE
`i'0+56
20
- EXISTING
20
GROUND
!,,
aaa-iiisl �
-.Z; ZZ��ia.�• :�\*Z&\" :Z.;
42 LF
�•
- �, �p*1:- �%��.V��..�.�/��i.
FES 8 OUT
15" RCP TOP 19.97
���.:�.-
%� ' ,��f' ' ��� i 1��'�� ���,� ,`>:
@ 0.24% INV IN 18.54 (CULVERT 8)
15
15
-.7
"- �� __: ---
. 41..1'' --�' �� //��
.m ��� �,,;;um��,�..
llaillkiif
8" PVC
WATERLINE
W
BOARDWALK DESIGNED j-'
AND PERMITTED BY '
-0+-50
CULVERT
0+00
WETLAND
IMPACT
1+00
1+50
19
LEGEND
//�
.�- OTHERS V /
. PROPERTY LINE
EXISTING EASEMENT
"=50'
HORIZ SCALE: 1"=50'
SCALE 1
VERT SCALE: 1 "=5'
0
I
0 50
10o YEAR FLOODPLAIN
'OBNO
49345
PROFILE SCALE
WETLANDS
SHEET NO.
CWI-1.11
0 50' 100'
se
0
0
0
0

Paae 45 of 53
RPW
IMPACT
1
RPW
IMPACT
2
THIS DRAN/ING PREPARED AT THE
WILMINGTON OFFICE
430Eastwood Rd. I Wilmington, NC 28403
TEL [phone] I www.timmons.com
REVISION DESCRIPTION
CONYERS JOSEPHINE
RPW IMPACT 2
RPW IMPACT LEGEND:
DB 00236 PG 0124
FOR RIPRAP AT7
TEMPORARY RPW - ORANGE
RPW IMPACT 1 BRUNSWICK COUNTY
FOR PROPOSED I PARCEL ID#
WATERLINE INSTALLATION 0370E3002
PARCEL PIN#
TEMPORARY (10 LF/40 SF/0.0009 AC) ?19712767952
PROPOSED
RIGHT-OF-WAY
STORMWATER OUTFALL
PERMANENT (8 LF/48 SF/0.0011 AC)
I+58 I
al
�^— 14-_
—m,
:-1.1..r.1.1 stNispimml - -zi
PERMANENT RPW - YELLOW
YOUR VISION ACHIEVED THROUGH OURS.
—
— "2-13=--14-
,,,..,,,, 0+90-0 a
If
•SCALE
i?
�44F
1=50o°ATE
Z
1/18/2023
44GTEMPORARY
ILIIr
GRAVEL44TURNAROUND
0 50' 1001
331
TIMMONS GROUP .•-':
46�43B 46C 46D
25 25
81Knave
what's be�aw.
331
END OF ASPHALT
SCM 6 RISER
/
C���hefereyoudig.1
CHECKED BY
J. WALL
-� ii41
III \ _��
TOP 17.50
P2
� �
SCALE 1"=50'
20
INV IN 14.50
INV IN 16.00 (6"
_INV IN 16.00 (6"
INV N. 16.00
WATER QU
X 6" SECONDARY
X 6" SECONDARY
6" X 6" SECONDARY
CITY ORIFICE - R6)
ORIFICE A - R6)
ORIFICE B - R6)
ORIFICE C - R6) 20
SCALE
AS SHOWN
KYNDALL COVE
TOWN OF LELAND, BRUNSWICK COUNTY, NORTH CAROLINA
RPW IMPACTS 1 & 2 PLAN & PROFILE
0 50' 100'
INV OUST 14.5
FES
(SCM 6 RISE
- RISER SC IUI
OUTFALL PIPE)
6
PROPOSED
GRADE
15
TOP
16.55
V IN 14.30 (SCM
6 RISER OUTFALL
PIPE)
15
10
39 LF
24" RCP
@ 0.50%
EXISTING
GROUND
10
5
8' X 6' DISSIPATION
NCDOT CLASS
PAD
A RIP RAP
W/
5
5-
0
O
O
N
N
p
4
0
LEGEND
0
1
-0+-50 0+00 1+00 2+00
PROPERTY LINE
0 50
PROFILE SCALE
RPW
IMPACT
2
PROFILE
EXISTING EASEMENT
0 0 0 0 0 0 100 YEAR FLOODPLAIN
JOB NO.
49345
-
HORIZ SCALE: 1"-50'
W W
1' 1' 1'
WETLANDS
SHEET NO.
CWI-1.12
VERT SCALE: 1"=5'

Paae 46 of 53
RPW IMPACT LEGEND:
PERMANENT RPW - YELLOW
THIS DRAN/ING PREPARED AT THE
WILMINGTON OFFICE
430Eastwood Rd. I Wilmington, NC 28403
TEL [phone] I www.timmons.com
REVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
RPW
IMPACT
3
25 25
M
00
1 i '
I '
I
�I
Q
20
PROPOSED
GRADE
20
a
z
DATE
AT
1/ 8/2023
DRAWN BY
TIMMONS GROUP .•-':
DESIGNED BY
331
ZI
RPW IMPACT 3
#
10
Know what's below.
Call before you dig.
CHECKED BY
_I WALL
SCALE
AS SHOWN
FOR ROADWAY CROSSING
0+77—
QI AND PROPOSED CULVERT
15
15
5
KYNDALL COVE
TOWN OF LELAND, BRUNSWICK COUNTY, NORTH CAROLINA
RPW IMPACT 3 PLAN & PROFILE
PERMANENT (74 LF/893 SF/0.0205 AC)
_
0+00
C r—
filEMO
:::;
8" PVC
WATER LINE
69 LF
24" RCP
\- EXISTING
GROUND
CO
:'�� I� �: ..i�� r^,
_�� T 21 1,
: 8 W _
-0
CULVERT
+ -50
0 +
00
RPW
IMPACT
1 + 00
3
0
0 50
PROFILE SCALE
--� i/_ ,ff%AaNmnk t
SCALE 1 "=50'
0 50' 100'
HORIZ SCALE: 1 "=50'
VERT SCALE: 1 "=5'
LEGEND
PROPERTY LINE
EXISTING EASEMENT
0 0 0 0 100 YEAR FLOODPLAIN
JOB NO.
49345
W W
y
WETLANDS
SHEET NO.
CWI-1.13
se
0
u_
0
O
O

Paae 47 of 53
THIS DRAN/ING PREPARED AT THE
WILMINGTON OFFICE
430Eastwood Rd. I Wilmington, NC 28403
TEL [phone] I www.timmons.com
REVISION DESCRIPTION
RPW
IMPACT
4
30 30
33C
HEADWALL 6
RPW IMPACT LEGEND:
`` ,� \
MN TEMPORARY RPW- ORANGE
5 i D \
53F DESIGNED,
RAILING
5 ASSESSMENT
V"
PERMITTED, AND /
REQUIREMENT
BY OTHERS
0+0 0, _7
25
PROPOSED
GRADE
25
PERMANENT RPW YELLOW
51 E
, 3H
RPW IMPACT 4C
51F �\,``\
\5rrk
RPW IMPACT
``\
4A ``
'
FOR HEADWALL
INSTALLATION
AC)
TEMPORARY (3 LF/17 SF/0.0004 AC)
54 LF
DUAL 36" RCP nn0.02%
1 .
5—
YOUR VISION ACHIEVED THROUGH OURS.
FOR ROADWAY CROSSING AND %j
�
20
20
PROPOSED CULVERT '
PERMANENT (54.55 LF/300 SF/0.0069 AC) `
i;
`
+7
ti+`
(.,
_ —
v
�, 'i�
HEADWALL 5
DESIGNED, PERMITTED, AND
RAILING REQUIREMENT
ASSESSMENT BY OTHERS+��
\�
�,
\.
-
�, ��� �'
,
�!' 6+35 �`
EXISTING//•=1
GROUND
15
15
0
I
0 50
PROFILE SCALE
z
\\\\ iC
RPW IMPACT 4B
/r
%%�
'�
319 LF
8 PVC
12 PVC
DATE
DRAM BY
331
FOR HEADWALL INSTALLATION"
TEMPORARY (3 LF/17 SF/0.0004 AC)
i� 54A�
•© �54B
@ 0.40%
10
WATER LINE
co N.,
o o
CO CO
10
81
Knawwnatsbelaw.
C��� hefere you dig.
TIMMONS GROUP .•-':
DESIGNED BY
331
CHECKED BY
J. WALL
,-'�
+e 54C
,'0+31
-0
+ -50
DUAL
0 + 00
CULVERT
RPW
1 +
IMPACT
00
1 + 50
4
SCALE
AS SHOWN
KYNDALL COVE
TOWN OF LELAND, BRUNSWICK COUNTY, NORTH CAROLINA
RPW IMPACT 4 PLAN & PROFILE
SCALE
1 "=50'
HORIZ SCALE: 1 "=50'
VERT SCALE: 1"=5'
0
50' 100'
30
30
30 30
25
1
— PROPOSED
GRADE
25
25
— PROPOSED
GRADE
25
20
54 LF
DUAL 36" RCP
0
@ 0.02% 20
5—
20
ill
f
54 LF
DUAL 36" RCP
©0.02%
20
EXISTING
GROUND
15
o
N
15
15
��
co
0
N
XISTING
GROUND
15
5—
-0+-50 0+00 1+00
0
I
-0+-50
0+00 1+00
LEGEND
RPW
IMPACT
4
HEADWALL
5
0 50
PROFILE SCALE
RPW
IMPACT
4
HEADWALL
6
PROPERTY LINE
EXISTING EASEMENT
0
I
0 50
0 0 ., ., 100 YEAR FLOODPLAIN
JOB No.
49345
HORIZ SCALE: 1"=50'
HORIZ SCALE: 1"=50'
PROFILE SCALE
WETLANDS
VERT SCALE: 1"=5'
VERT SCALE: 1"=5'
SHEET NO.
CWI-1.14

Paae 48 of 53
LEGEND
THIS DRAM/ING PREPARED AT THE
WILMINGTON OFFICE
430Eastwood Rd. I Wilmington, NC 28403
TEL [phone] I www.timmons.com
REVISION DESCRIPTION
PROPERTY LINE
EXISTING EASEMENT
0 0 0 0 0 0 100 YEAR FLOODPLAIN
W W W
y *
WETLANDS
RPW IMPACT LEGEND:
PERMANENT RPW - YELLOW
30 30
YOUR VISION ACHIEVED THROUGH OURS.
RPW
IMPACT
5
SCM 8 RISE1
TOP 21.00
/ ,vz i%
i��
z
i�
/ i .� .� .�
25
INV IN 20.00 (6" X 24" SECONDARY
INV IN 19.00 (1.5" WATER QUALITY
INV OUT 19.00 (SCM 8 RISER
ORIFICE RISER 8)
ORIFICE - RISER 8)
OUTFALL PIPE)
25
a
o
0 /
+52 �� �i
I
EXISTING FES - RISER SCM
8
5-
DATE
1/18/2023
sv,/ ,i, QELAT�VELY.1,
•% / PERMANENT
/ A WASTERS \
7 RPW IMPACT 5
NAD 83
111111111111111111111
GROUND
,,'�
TOP 20.52
INV IN 18.81 (SCM
8 RISER OUTFALL
PIPE)
DRANM BY
331
TIMMONS GROUP .•-':
DESIGNED
331
7
20
20
' FOR PROPOSED RIPRAP AT
CHECKED BV
7. WALL
'�' STORMWATER OUTFALL1111.
,,. ,"'
^_. F. PERMANENT (6 LF/30 SF/0.0007 AC)
�'"• - - - -
0+0
PROPOSED
41 LF
0
I
0 50
PROFILE SCALE
SCALE
AS SHOWN
`l' `l'
` \ .1,
20\
GRADE
15
18 RCP
@ 0.47%
\- 6' X 5' DISSIPATION
NCDOT CLASS
PAD W/
A RIP RAP
15
KYNDALL COVE
TOWN OF LELAND, BRUNSWICK COUNTY, NORTH CAROLINA
RPW IMPACT 5 PLAN & PROFILE
SCALE 1 "=50'
0 50' 100'
10
_
10
-0+-50 0+00
RPW
IMPACT
1+00
5
PROFILE
2+00
HORIZ SCALE: 1 "=50'
VERT SCALE: 1 "=5'
1 can before you dig.
J Know what's byelaw.
JOB NO.
49345
SHEET NO.
CWI-1.15

Paae 49 of 53
THIS DRAN/ING PREPARED AT THE
WILMINGTON OFFICE
430Eastwood Rd. I Wilmington, NC 28403
TEL [phone] I www.timmons.com
REVISION DESCRIPTION
Table 6.10a
Temporary Seeding Specifications
for Winter and Early Spring
Seeding Mixture Spedes Rate (lb/acre)
Rye Grain 30
Seeding Dates
Mountains >2500 ft. 15-Feb to 15-May
<2500 ft. 1-Feb to 1-May
Piedmont 1-Jan to 1-May
Coastal Plain 1-Dec to 15-Apr
Soil Amendments
Follow recommendations of soil tests or apply 2 ton/acre ground
agricultural limestone and 750 lb/acre 10-10-10 fertilizer
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt,
nettingor a mulch anchoringtool. Use 400gallons of tackper acre
or straw covered with pinned netting.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and
mulch immediately following erosion or damage.
Table 6.10a Temporary Seeding Specifications for Summer
Seeding Mixture Spedes Rate (lb/acre)
German Millet 15
In the Piedmont and Mountains, a small -stemmed sundangrass may
be substituted at a rate of 501b/acre.
Seeding Dates
Mountains 15-May to 15-Aug
Piedmont 1-May to 15-Aug
Coastal Plain 15-Apr to 15-Aug
Soil Amendments
Follow recommendations of soil tests or apply 2 ton/acre ground
agricultural limestone and 750 lb/acre 10-10-10 fertilizer
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt,
or straw or coveredmuldh with poring tool. Use 400 gallons of tack per acre
or pinned netting.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and
mulch immediately following erosion or damage.
Table 6.10a Temporary Seeding Specifications for Fall
Seeding Mixture Spedes Rate (lb/acre)
Rye Grain 30
In the Piedmont and Mountains, a small -stemmed sundangrass may
be substituted at a rate of 501b/acre.
Seeding Dates
Mountains 15-Aug to 15-Dec
Coastal Plain and 15-Aug to 30-Dec
Piedmont
Soil Amendments
Follow recommendations of soil tests or apply 2 ton/acre ground
agricultural limestone and 750 lb/acre 10-10-10 fertilizer
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt,
netting or a mulch anchoring tool. Use 400 gallons of tack per acre
or straw covered with pinned netting.
Maintenance
Repair and refertilize damaged areas immediately. Topdress with
501b/acre of nitrogen in March. If it is necessary to extent
temporary cover beyond June 15, overseed with 501b/acre Kobe
(Piedmont and Coastal Plain)
late February March
YOUR VISION ACHIEVED THROUGH OURS.
DATE
1/ 8/2023
or early
PERMANENT SEED MIX ERNST CONSERVATION SEEDS NC COASTAL PLAIN FACW MIX OR APPROVED EQUAL BY
DESIGNER APPLICATION RATE 20 LBS/AC. TO BE PLANTED IN ALL DISTURBED WETLAND AND RIPARIAN AREAS.
PLASTIC NETTING SHOULD NOT BE USED WITHIN WETLANDS OR STREAMS.
TEMPORARY SEEDING SPECIFICATIONS
DRAWN BY
331
TIMMONS GROUP .•-':
DESIGNED BY
331
CHECKED BY
J. WALL
SALE
NONE
SCALE: NOT TO SCALE
KYNDALL COVE
TOWN OF LELAND, BRUNSWICK COUNTY, NORTH CAROLINA
NOTES & DETAILS
Shrub (recommended)
Pawpaw
Alder
Blackberry
APPROVED SEDIMENT FILTERING DEVICE
FILTER BAG). PROVIDE
Elderberry
(SEDIMENT
POSITIVE DRAINAGE FROM SEDIMENT STREAM DIVERSION PUMP
FILTER BAG TO STREAM. DISCHARGE HOSES
ALONG BOTTOM or
eNrcDOEpA"D
Livestakes (recommended)
Herb (recommended) Black Willow
—
O
urrovER
K sARRu .�
Nodding sedge Silky Dogwood
INTAKE HOSE
8oneset
DISCHARGE ONTO DEWATERING PUMP
STABLE RIPRAP
PAD TO PREVENT•.:-% ....t.� y .. '..'.
SCOUR HOLE 1Y4.",.O :/: .....��° .
, «; .rz;, ;•.... .. .. z.:.. ' . `" 4
1 14,
, ,L
`• '�
". STREAN"
_ _
J `'
@' 1 >
I
�.
I ,\ I BYRD CREEK ORSEPEN CREEK ARE
CK > CONSIDERED RSTREAM CROSSNGs
`*PA"^ G6
Wool Grass
Jewelweed
PLANTING SCHEDULE FOR MAJOR
STREAM BANK RESTORATIONS
FLOW.— SEDIMENT t,, INTAKHOSE E CLEAN WATER
Li �. —HOLE FOR POOL
\ID *NOTE: 2. EARTH
DIKE
SUMP
',, 1Y To 18' DEEP 2—FT DIAMETER )
STAGGER G SER��LSHmCHEDULE SEED
ES TO
III III
�RMPT MAT
'�
IN
/. ..-w,
/.,t:..... �:_...,:.
:.
Lv T S /��/
* BAKE
/
\4.
Illiillll
:. ... ., L � �
jr
mR+
CUT TOP OR STAKE SQUARE \
__
r FROM
WORK AREA LENGTH NOT TO EXCEED THAT
z TO E BUD SCARS SHALL BE KOaWaAP+ i
BaD 1E +s-roanv{
oA EARTH crso
°oo°
MIENI
ula
rp.-..•
PUMP
WHICH CAN BE COMPLETED IN ONE DAYI
AsovETHEGRouND. REMOVE ENrERPR SET
ADDITIONAL LENGTH DEOUALI
BEYOND APPROVED
°
° °'°°oaiiiii.° oaoe=era=eoeoe°
��
I'
A ABOVE GROUND LIVE STAKESumrvos
•`lo
��
_ _._.1
\\1 O°°
TEMPORARY PUMP AROUND SEQUENCE
STAKES
1. SET UP PUMP WITH SUCTION AND DISCHARGE HOSE
r o^o w,n FI L
t
,
,7
2. INSTALL UP —STREAM SANDBAG DAM.
3. INSTALL DOWN —STREAM SANDBAG DAM.
4. THE PUMP MUST RUN CONTINUOUSLY WHILE WORKING IN THE STREAM.
TRIM BRANCHES CLOSE
SOIL LIFT
OR TOPSOIL
°°°e�e�8 ooe�°
(—
. a MIL
t QUICK DISCONNECT POLYETHYLENE FILM
COUPLINGS (TYR.)
NOTES;
5. STREAMBANKS MUST BE STABILIZED AT THE END OF EACH DAY.
+rr-r DIAMETER
PIPE AND nTr,Ncs To RE SIZED ACCORDINGLY
4' OR 6' PIPING 2. PLACE PALLETS AND POLYETHYLENE FILM IN BTREAMBEO
1. SANDBAG DIKES SHALL BE SITUATED AT THE UPSTREAM AND DOWNSTREAM ENDS OF THE WORK AREA, AND STREAM FLOW
SHALL BE PUMPED AROUND THE WORK AREA. THE PUMP SHOULD DISCHARGE ONTO A STABLE VELOCITY DISSIPATER
CONSTRUCTED OF RIPRAP OR SANDBAGS.
2. WATER FROM THE WORK AREA SHALL BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCH AS A SEDIMENT BAG OR OTHER
APPROVED DEVICE. THE MEASURE SHALL BE LOCATED SUCH THAT THE WATER DRAINS BACK INTO THE CHANNEL BELOW THE
DOWNSTREAM SANDBAG DIKE WITHOUT CAUSING FURTHER EROSION BETWEEN THE SEDIMENT FILTER BAG AND THE STREAMBANK.
aAOKFu� Jf "III IIIII III EARTH eE0
//j__
�urvTxsT
�Y.���eurr rio �rwsnU. AT
`/
LIVE STAKING (MULTIPLE ROW)
SPACING DETAIL FOR MAJOR REINFORCED SOIL LIFT DETAIL FOR
MAJOR STREAM BANK RESTORATIONS
DOWNSTREAM OF CONSTRUCTION ACTNITY.
3. TEMPORARILY ANCHOR PALLETS AND POLYETHYLENE FILM
— - a. SLOW DISCHHAARGE ro 2 FPS THROUGH EACH PIPE.
FROM RIP s. ADO POLYETHYLENE FILM OVER OR UNDER PAL LErs.
6. SO' BENDS CAN BE TURNED OUTWARD WnH AURGER
FOOTPRINT OF PALLETS FOR ADDITIONAL ENERGY
DISSIPATION.
7. REMOVE COMLPErELY PRIOR TO RETURNING FLOW TO
STREAM.STREAM
BANK RESTORATIONS
NOT T° SCALE
NOT TOSCA E
TEMPORARY STREAM BYPASS PUMP
DISCHARGE ENERGY DISSIPATOR
TEMPORARY PUMP AROUND;
( _ _ you. SCALE _ _ I Q
JOB NO.
49345
SHEET NO.
CWI-1.16

Page 50 of 53
Attachment
Historical Aerials

Page 51 of 53
Kyndall Cove PCN Attachments 1-20-23

Page 52 of 53
Kyndall Cove PCN Attachments 1-20-23
Attachment 8
New Hanover County GIS Flood Map
0t,
0
le Hancver County. 'NC tie;: Hancver County. NC

Kyndall Cove PCN Attachments 1-20-23
Page 53 of 53
{
Attachment 9
NC State Historic Preservation Office HPOWEB 2.0 Map
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