20190020 Ver 1_PCN Form Submission_20181229

-0- WithersRavenel
.. Our People. Your Success,
December 28, 2018
US Army Corps of Engineers NC -Division of Water Resources
Wilmington Regulatory Field Office 401 & Buffer Permitting Unit
Ms. Rachel Capito Ms. Karen Higgins
69 Darlington Ave 1617 Mail Service Center
Wilmington, NC 28403 Raleigh, NC 27699
Re: Loblolly Landing Subdivision - NWP 18 PCN Submittal
Wilmington, New Hanover County
USACE AID#: SAW -2017-01889
WR Project #03170198.01
Dear Ms. Capito and Ms. Higgins,
On behalf of TCRK Properties, LLC, we are requesting authorization from the USACE to use NWP
18 for 0.031 acres of permanent wetland impacts for construction of the proposed project. The
proposed impacts do not meet the conditions in WQCG NO. 4139 for requiring written
authorization from NCDWR and therefore, this is being provided to NCDWR as a courtesy.
The project is ±4.23 acres in size and is located at 7312 Mason Landing Road in Wilmington, New
Hanover County (Latitude: 34.265917°N; Longitude: -77.777660°W). The project is located in
the White Oak River basin and onsite waters drain to Pages Creek. The Water Quality
Classification for Pages Creek is SA;HQW and the Stream Index Number is: 18-87-21. The
cataloging unit for the site is 03020302.
Proposed Proiect
The purpose of the proposed project is to construct an access road and stormwater infrastructure
to facilitate construction of an 8 -lot residential subdivision to meet the current demand for single
family residential houses in northern New Hanover County. The proposed project consists of the
construction of the proposed subdivision, access road and infrastructure (stormwater, water,
sewer, etc).
The proposed impacts will occur from construction of the access road from Mason Landing Road,
as well as construction of the outlets of two vegetated stormwater swales.
The construction of the access road will result in 0.007 acres of permanent wetland impacts
(Impact 2). The impacts are necessary to grade the slopes of the road fill to natural grade.
The onsite stormwater management system consists of three vegetated stormwater swales, which
will provide water quality treatment for the subdivision. The stormwater management system has
been designed to direct the majority of the treated runoff into the onsite wetland, thereby
maintaining and even improving its hydrology, ensuring the wetland will remain a wetland in
perpetuity. The construction of two of the vegetated stormwater swales will result in 0.024 acres
219 Station Road, Suite 1011 Wilmington, NC 28405
t: 910.256.9277 1 www.withersravenel.com I License No. C-0832
Asheville I Cary I Greensboro I Pittsboro I Raleigh I Wilmington

Loblolly Landing Subdivision - NWP 18 PCN Submittal %0 WithersRavenel
lipOw People. Your Success.
of permanent wetland impacts (Impacts 1 & 3). The impacts will result from construction of
portions of the vegetated swales within the wetlands, as well as the check dams and rip -rap pads
to reduce flow velocity and prevent erosion within the wetland. The vegetated stormwater swales
must extend into the wetland in order to meet the minimum 100 -ft length as required by the
stormwater SCM manual, and therefore cannot be shortened to avoid the wetland impacts.
However, the benefit to the wetland from receiving the treated runoff exceeds the loss of function
from the 0.024 acres of permanent wetland impacts from construction of the stormwater swales.
Standard commercial construction equipment and techniques will be used to construct the
proposed project.
Please note that we are requesting authorization of the proposed impacts under a NWP 18. NWP
29 Additional Regional Condition 4.1.1 prohibits discharges into wetlands for stormwater
management facilities. Therefore, we are requesting a NWP 18 because impacts to wetlands for
stormwater management facilities are not prohibited under a NWP 18.
Project History
The US Army Corps of Engineers (USACE) issued an Approved Jurisdictional Determination (SAW -
2017 -01889) for the project area on 10/5/2017. A copy of the Jurisdictional Determination has
been provided as an Appendix.
Proposed Impacts
The proposed impacts consist of 0.031 acres of permanent wetland impacts.
The proposed 0.024 acres of permanent wetland impacts (Impact #1 & 3) are for the construction
of two vegetated stormwater swales, a check dam and rip -rap dissipation pad.
The proposed 0.007 acres of permanent wetland impacts (Impact #2) are from grading necessary
for the construction of the proposed access road.
Avoidance and Minimization
Prior to site plan design, the applicant requested that a detailed wetland delineation be conducted
so that impacts to wetlands and "waters" could be minimized. Due to the size and location of
wetlands on the site, impacts to wetlands could not be avoided but were minimized to the
maximum extent possible.
Wetland impacts for construction of the vegetated stormwater swales (Impact #1 & 3) were
minimized by designing them to meet the minimum requirements of the stormwater SCM manual.
Additionally, the proposed swales were designed in an "L -shape" in order to utilize as much uplands
as possible to meet the minimum 100 -ft length requirement before entering the wetland.
In the existing condition, a ditch runs through the onsite wetland which drains to the northern
property line, then west where it eventually flows into an existing culvert under Mason Landing
Page 2 of 4

Loblolly Landing Subdivision - NWP 18 PCN Submittal %0 WithersRavenel
lipOur People. Your 5ucce55.
Road. This ditch has altered the hydrology of the wetland. The stormwater management system
has been designed to maintain and improve the hydrology within the wetland by conveying treated
runoff into the wetland through vegetated stormwater swales. The swales will discharge treated
runoff into the outer edges of the wetland, allowing for infiltration of surface flow before reaching
the ditch. By conveying the treated runoff to the wetland, they hydrology of the wetland will be
maintained in the post -development condition, which will ensure that the wetland continues to
function as a wetland in perpetuity. If the runoff from the development was bypassed around the
wetland into the downstream portion of the ditch, the wetland would eventually dry up and
eventually cease to be a wetland. Therefore, proposed wetland impacts for construction of the
vegetated stormwater swales provide a hydrologic benefit that exceeds the functional loss of the
proposed 0.024 acres of permanent wetland impacts from the vegetated stormwater swales.
Wetland impacts from construction of the access road were minimized to only those necessary
for the backslopes necessary to grade road fill to existing grade. The access road was aligned to
avoid the onsite wetland as much as possible, while meeting minimum curve radii. Register Lane,
located along the southern property boundary, is a private road, and could not be utilized for
access to the proposed subdivision.
Silt fencing will be installed around all disturbed areas to prevent sediment from escaping into
wetlands during construction. During construction, all equipment will access construction areas
from high ground.
Mitigation
The proposed project will result in less than 0.10 acres of permanent wetland impacts and
therefore, the applicant does not propose mitigation.
Stormwater Management Plan
The stormwater management plan consists of a combination of grassed swales, check dams and
rip -rap dissipation pads. The stormwater management plan will be reviewed and approved by New
Hanover County and NCDEQ Coastal Stormwater Program.
The current request is for 0.031 acres of permanent wetland impacts (see the attached maps and
PCN for details).
Please feel free to call if you have questions or require additional information.
Sincerely,
WithersRavenel
Troy Beasley
Page 3 of 4

Loblolly Landing Subdivision - NWP 18 PCN Submittal
Senior Environmental Scientist
Attachments:
• PCN Form
• Agent Authorization
• Wetland Exhibit
• USGS Quad Exhibit
• New Hanover County Soil Survey Exhibit
• Approved Jurisdictional Determination
• USFWS List - New Hanover County
• NCNHP Letter
• Impact Exhibits
::
WithersRavenel
Dur People. Your Success.
Page 4 of 4

DWR
IDIOM n of Water Resources
Pre -Construction Notification (PCN) Form
September 29, 2018 Ver 3
tial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
G Yes r No
Change only if needed.
BIMS # Assigned
20190020
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Select Project Reviewer*
Chad Coburn:eads\cocoburn
Information for Initial Review
1a. Name of project:
Loblolly Landing Subdivision
1a. Who is the Primary Contact?*
John C. Dieffenbauch
1b. Primary Contact Email:*
[e-mail]
Date Submitted
12/29/2018
Nearest Body of Water
OF to Pages Creek
Basin
White Oak
Water Classification
SA; HOW
Version# *
1
Reviewing Office*
Wilmington Regional Office - [phone]
1c. Primary Contact Phone:*
[phone]
Site Coordinates
Latitude: Longitude:
34.265917 -77.777660
FA. Processing Information U
County (or Counties) where the project is located:
New Hanover
Is this project a public transportation project?*
r Yes r No
1a. Type(s) of approval sought from the Corps:
* Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
1b. What type(s) of permit(s) do you wish to seek authorization?
rJ Nationwide Permit (NWP)
F- Regional General Permit (RGP)
F Standard (IP)

1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
F Non -404 Jurisdictional General Permit
F Individual Permit
18 - Minor Discharges
1e. Is this notification solelyfor the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
r 401 Water Quality Certification - Express
r Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r- Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r- Yes r No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r- No
1i. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
r- Yes r No
1j. Is the project located in a designated trout watershed?
C Yes r No
F. Applicant Information
1d. Who is applying forthe permit?
R Owner r Applicant (other than owner)
1e. Is there an Agent/Consultant for this project?
r Yes r- No
2. Owner Information
2a. Name(s) on recorded deed:
John C. Dieffenbauch
2b. Deed book and page no.:
Book: 6041; Page: 395
2c. Responsible party:
2d. Address
Street Address
530 Causeway Drive, Suite D1
Address Line 2
city
Wrightsville Beach
Postal / Zip Code
28480
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
C. Project Information and Prior Project History
r Unknown
State / Frovince / R�gicn
NC
0�untry
USA
2f. Fax Number:
r Yes r^ No
r- Yes r No
u

1. Project Information
1b. Subdivision name:
(d appropriate)
1c. Nearest municipality/town:
Wilmington
2. Project Identification
2a. Property Identification Number:
New Hanover County PID: R04500-004-007- 2b. Property size:
001 ±4.23 acres
2c. Project Address
Street Address
7312 Mason Landing Road
Address Line 2
Wilmington
Postal / Zip Code
28411
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
UT to Pages Creek
3b. Water Resources Classification of nearest receiving water:*
SA; HOW
3c. What river basin(s) is your project located in?*
White Oak
3d. Please provide the 12 -digit HUC in which the project is located.
030203020502
4. Project Description and History
State / Rmince / Fbgim
NC
Country
USA
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:*
The site consists of undeveloped woodlands in its general condition. The general land use in the vicinity of the project area at the time of this application consists of undeveloped
woodlands and residential use.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes 6 No r Unknown
4d. Attach an 8 1/2X11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
Location Extibit.pdf
USGS Exhibit.pdf
547.86KB
267.95KB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
Soil Survey EAiibit.pdf 2.33MB
4f. List the total estimated acreage of all existing wetlands on the property:
±0.28 acres
4g. List the total estimated linear feet of all existing streams on the property:
WA - there are no streams within the project area.
4h. Explain the purpose of the proposed project:*
The purpose of the proposed project is to construct an access road and stormwater infrastructure to facilitate construction of an 8 -lot residential subdivision to meet the current demand
for single family residential houses in northern New Hanover County.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*

The proposed impacts Will occur from construction of the access road from Mason Landing Road, as well as construction of the outlets of two vegetated stormwater swales.
The construction of the access road will result in 0.007 acres of permanent wetland impacts (Impact 2). The impacts are necessary to grade the slopes of the road fill to natural grade.
The onsite stormwater management system consists of three vegetated stormwater swales, which will provide water quality treatment for the subdivision. The stormwater management
system has been designed to direct the majority of the treated runoff into the onsite wetland, thereby maintaining and even improving its hydrology, ensuring the wetland will remain a
wetland in perpetuity. The construction of two of the vegetated stormwater swales will result in 0.024 acres of permanent wetland impacts (Impacts 1 & 3). The impacts will result from
construction of portions of the vegetated swales within the wetlands, as well as the check dams and rip -rap pads to reduce flow velocity and prevent erosion within the wetland. The
vegetated stormwater swales must extend into the wetland in order to meet the minimum 100 -ft length as required by the stormwater SCM manual, and therefore cannot be shortened to
avoid the wetland impacts. However, the benefit to the wetland from receiving the treated runoff exceeds the loss of function from the 0.024 acres of permanent wetland impacts from
construction of the stormwater swales.
Standard commercial construction equipment and techniques will be used to construct the proposed project.
Please note that we are requesting authorization of the proposed impacts under a NWP 18. NWP 29 Additional Regional Condition 4.1.1 prohibits discharges into wetlands for
stormwater management facilities. Therefore, we are requesting a NWP 18 because impacts to wetlands for stornrovater management facilities are not prohibited under a NAP 18.
4j. Please upload project drawings for the proposed project.
Loblolly Landing Impact Maps_2018-12-21.pdf 835.41 KB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the propertyor proposed impact areas?*
R Yes r No O Unknown
Comments:
The US Army Corps of Engineers (USACE) issued an Approved Jurisdictional Determination (SAW -
2017 -01889) for the project area on 10/5/2017.
5b. If the Corps made a jurisdictional determination, what type of determination was made?
r Preliminary r Approved r Not Verified r Unknown r WA
Corps AID Number:
SAW -2017-01889
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Troy Beasley
Agency/Consultant Company: WithersRavenel
Other:
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
The US Army Corps of Engineers (USACE) issued an Approved Jurisdictional Determination (SAW -2017-01889) for the project area on 10/5/2017.
5d1. Jurisdictional determination upload
SCANNED -7312 Mason Landing Rd_Corps AJD_10.05.17.pdf 593.76KB
6. Future Project Plans
6a. Is this a phased project?*
r Yes c 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?
No
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
P Wetlands r Streams -tributaries r Buffers
r Open Waters r Pond Construction
2. Wetland Impacts
2a1 Reason (?)
2b. Impact type * (?)
2c. Type of W.
2d. W. name *
2e. Forested*2f.
Type of
2g. Impact
Jurisdicition*M
area*
Impact 1
Vegetated Stormwater
P
Headwater Forest
Wetland A
Yes
Both
O.0044
Outfall
]
(acres)
Im act 2
P
Access Road
P
Headwater ForestWetland
A
Yes
Both
0.007
Construction
I
J
(acres)
Impact 3
Stormwater OutfallP
est
Wetland A
Yes
Both
0.020
��tt
(acres)

2g. Total Temporary Wetland Impact
0.000
2g. Total Wetland Impact
0.031
2h. Comments:
E. Impact Justification and Mitigation
1. Avoidance and Minimization
2g. Total Permanent Wetland Impact
0.031
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Prior to site plan design, the applicant requested that a detailed wetland delineation be conducted so that impacts to wetlands and "waters" could be
minimized. Due to the size and location of wetlands on the site, impacts to wetlands could not be avoided but were minimized to the maximum extent
possible.
Wetland impacts for construction of the vegetated stormwater swales (Impact #1 & 3) were minimized by designing them to meet the minimum
requirements of the stormwater SCM manual. Additionally, the proposed swales were designed in an "L -shape" in order to utilize as much uplands as
possible to meet the minimum 100 -ft length requirement before entering the wetland.
In the existing condition, a ditch runs through the onsite wetland which drains to the northern property line, then west where it eventually flows into an
existing culvert under Mason Landing Road. This ditch has altered the hydrology of the wetland. The stormwater management system has been
designed to maintain and improve the hydrology within the wetland by conveying treated runoff into the wetland through vegetated stormwater swales.
The swales will discharge treated runoff into the outer edges of the wetland, allowing for infiltration of surface flow before reaching the ditch. By
conveying the treated runoff to the wetland, they hydrology of the wetland will be maintained in the post -development condition, which will ensure that
the wetland continues to function as a wetland in perpetuity. If the runoff from the development was bypassed around the wetland into the downstream
portion of the ditch, the wetland would eventually dry up and eventually cease to be a wetland. Therefore, proposed wetland impacts for construction
of the vegetated stormwater swales provide a hydrologic benefit that exceeds the functional loss of the proposed 0.024 acres of permanent wetland
impacts from the vegetated stormwrater swales.
Wetland impacts from construction of the access road were minimized to only those necessary for the backslopes necessary to grade road fill to
existing grade. The access road was aligned to avoid the onsite wetland as much as possible, while meeting minimum curve radii. Register Lane,
located along the southern property boundary, is a private road, and could not be utilized for access to the proposed subdivision.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Silt fencing will be installed around all disturbed areas to prevent sediment from escaping into adjacent wetlands during construction. During
construction, all equipment will access construction areas from high ground.
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?
r Yes r No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
Proposed permanent wetland impacts are less than 0.10 acres, and therefore, mitigation is not proposed.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r No
If no, explain why:
Project is not located within a buffered basin.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
r Yes r No
Comments:
The proposed project will result in 24% impervious area. The stormwater management plan will be reviewed and approved by New Hanover County and NCDEQ stormwater unit.
G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federallstate/local) funds or the use of public (federal/state) land?*
r^ Yes r 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)?*
f Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r No
3b. If you answered "no," provide a short narrative description.
The proposed project is located on an undeveloped parcel between two existing developments and there are no additional phases planned.
Therefore, the proposed project is not anticipated to be a catalyst for future development that could impact nearby downstream water quality.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor 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.
CFPUA sanitary sewer
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?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5d. Is another Federal agency involved?*
r Yes r No r Unknown
5e. Is this a DOT project located within Division's 1-8?
r^ Yes r No
5f. Will you cut anytrees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r^ Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
r Yes r 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.?
r^ Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
WR reviewed the NC Natural Heritage Program database, located at hftp://wv4v.ncnhp.org/web/nhp/home, as well as NCNHP GIS data to identify if
there were any known occurrences of endangered species on or near the proposed project. The review of the NHP data did not identify any
occurrences of federally listed threatened or endangered species or critical habitat within the Loblolly Landing Subdivision project area, see attached
NCNHP project review letter. Element occurrences of federally listed species within a one -mile radius of the project area include: Bald Eagle, Atlantic
Sturgeon, Northern Long -Eared Bat and West Indian Manatee.
The NCNHP GIS data identified potential habitat for two federally listed marine species, the Atlantic Sturgeon and West Indian Manatee. There is no
habitat for these species within the project area, or any other federally listed marine species or species that only occur on the beaches or barrier
islands. Therefore, the proposed project will have No Effect on listed species potentially occurring within Pages Creek or the Intracoastal Waterway.
Additionally, site reviews did not identify any potential habitat for any federally listed species known to occur in New Hanover County, except the
Northern Long -Eared Bat.
Bald Eagle — There are no eagle nests within or adjacent to the proposed project. The nearest known bald eagle nest (EOID: 36476) is located on
Pages Creek in the vicinity of Bailey Harbor Lane (Let: 34.278647 Long: -77.783185), which is in excess of 0.75 miles of the project area. The US Fish
and Wildlife Services' 'National Bald Eagle Management Guidelines" (May 2007), specifies that activities taking place in excess of 660' from a bald
eagle nest will have no effect on nesting activities. Based on a lack of nesting habitat within or adjacent to the review area, as well as a lack of existing
eagle nest within 660' of the review area, the proposed project will have No Effect on bald eagles.
Northern Long -Eared Bat — The project will result in the removal of trees greater than 3" DBH during construction, which is considered potential
roosting habitat. However, the project is not located within 0.25 miles of a known maternity roost or red HUC. Therefore, since coordination on other
federally listed species is not required, the project meets conditions for eligibility under the SLOPES Alternative Local Procedure — Situation 1.
Consultation Documentation Upload
NCNHP Letter - 12.20.2018.pdf 282.31 KB
USFWS List for NHC.pdf 132.68KB
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*

r Yes
r' No
Are there submerged aquatic vegetation (SAV) around the project vicinity?*
r Yes
r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
r Unknown
WR reviewed the NOAA Essential Fish Habitat online mapper, located at: http://www.habitat.noaa.gov/protection/efh/efhmapper/index.htmi. The EFH
mapper classifies Pages Creek and the Intercoastal Waterway, located approximately 1300 If (east) of the proposed project, as Essential Fish Habitat.
However, the sediment and erosion control measures and construction techniques proposed for the project will limit the effects on EFH from the
proposed project. Therefore, the project will not result in adverse impacts to Essential Fish Habitat within Pages Creek and the Intercoastal Waterway.
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?*
r Yes
r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
WR reviewed the NC State Historic Preservation Office's online database, located at: http://gis.ncdcr.gov/hpoweb/, to determine if there were any
known historic or cultural resources within or in the vicinity of the proposed project. The data base reviewdid not identify any resources listed on the
National Register within or near the proposed project.
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?*
r Yes r No
8c. What source(s) did you use to make the floodplain determination?*
https://flood.ne.gov/nrflood/
Miscellaneous
Comments
The proposed impacts do not meet the conditions in WQCG NO. 4139 for requiring written authorization from NCDWR and therefore, this is being provided to NCDWR as a courtesy.
Miscellaneous attachments not previously requested.
Wetland Location Exhibit.pdf 288.42KB
Cover Letter_final_2018-12-28.pdf 100.04KB
Signature v
Q By checking the box and signing below, I certify that:
• 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:
Troy H Beasley
Signature
Sign
Date
12/29/2018

-00 WithersRevenel
lopOur People. Your Success.
AUTHORITY FOP APPOINTMENT OF AGENT
The undersigned Owner(s)John C. Dieffenbauch (Client) does hereby appoint
Withers Ravenel, Inc.. as his, her, or it's agent for the purpose of petitioning the appropriate
local, state and federal environmental regulatory agencies (US Army Corps of Engineers, NC
Division of Water Quality, NC Division of Coastal Management, Intal municipalities, etc.) for:
a) review and approval of the jurisdictional boundaries of onsite jurisdictional areas
(wetlands, surface waters, riparian buffers, etc.) and/or; b) preparation and submittal of
appropriate environmental permit applications/requests for the 14.23 acre.Qarcel (PARID;
R045
00-004-007-001), located at 7312 Mason Landing Road in Wilmington. New Hanover
County, NC..
The Client does hereby authorize that said agent has the authority to do the following acts
on behalf of the owner:
(1) To submit appropriate requests/applications and the required
supplemental materials;
(2) To attend meetings to give representation on behalf of the Client.
(3) To authorize access to subject property for the purpose of
environmental review by appropriate regulatory agencies.
This authorization shall continue in effect until completion of the contracted task or
termination by the Client.
Date;
Agent's Name, Address & Telephone: Si nature of Client:
WithersRavenel. Inc �N ( /61tely } ,-
!� (Nam - rint) (Title)
219 Station Road, Suite 101
Wil mi an NC 28405 (Signature)
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219 Station Road, Suite 1011 Wilmington, IVC 28405
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LOBLOLLY LANDING SUBDIVISION USGS QUAD (2013) - WILMINGTON WithersRavenel
Engineers I Planners I Surveyors
WILMINGTON NEW HANOVER COUNTY NORTH CAROLINA
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SHEET13 IL Ifo Engineers I Planners I Surveyors
WILMINGTON NEW HANOVER COUNTY NORTH CAROLINA

GRAPHIC SCALE
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LOBLOLLY LANDING SUBDIVISION III USGS QUAD (2013) - WILMINGTON II ;! WithersRavenetIIEngineers I Planners I Surveyors
NEW HANOVER COUNTY NOR'T'H CAROLINA

GRAPHIC SCALE �~
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NOTES -fAr ,
1) WETLAND DELINEATION COMPLETED BY WITHERSRAVENEL ON 08/02/17. .:
2) WETLAND DELINEATION AND JURISDICTIONAL STATUS APPROVED THROUGH ISSUANCE
OF USACE JURISDICTIONAL DETERMINATION ON 10/05/17 (AID: SAW -2017-01889).
3) WETLAND LIMITS ARE APPROXIMATE, BASED ON GPS LOCATION. `
i t
LOBLOLLY LANDING SUBDIVISION WETLAND DELINEATION EXHIBIT 1! WithersRavenel
Engineers I Planners I Surveyors
WILMINGTON NEW HANOVER COUNTY NORTH CAROLINA I IL