20081347 Ver 2_CAMA Application_20200528

ROY COOPER
Governor'
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
May 28, 2020
MEMORANDUM:
NORTH CAROLINA
Environmental Quality
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Ave., Morehead City, NC 28557
Fax: [phone] (Courier 04-16-33)
gregg. bodnarCcDncdenr.gov
SUBJECT: CAMA Application Review
Applicant: Phillip Harrington Enterprises, LLC
Project Location: Intersection of Bay Drive & W. Chowan Street, Kill Devil Hills, Dare County
Proposed Project: Clear, fill and grade site, install a bulkhead and construct two residential
dwellings at the intercession of Bay Drive and W. Chowan Street, in the Town
of Kill Devil Hills in Dare County.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Gregg Bodnar at the address above by April27, 2020. If you have any questions
regarding the proposed project, contact Ron Renaldi (252-264-3901, ext. 235) when appropriate, in-depth
comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
"Additional comments may be attached"
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
PRINT NAME
AGENCY
SIGNATURE
DATE
North Carolina Department of Environmental Quality j Division of Coastal Management
Elizabeth City Office 1401 South Griffin Street, Suite 300 Elizabeth City, North Carolina 27909
252,264.3901

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Phillip Harrington Enterprises, LLC
2. LOCATION OF PROJECT SITE: Intersection of Bay Drive and W. Chowan Street,
lots# 1-2 & 3-5, in the Virginia Dare Shores subdivision, Kill Devil Hills, Dare County
adjacent to Kitty Hawk Bay.
Lat/Long: 36.044824 ° N,-75,6900390 W
3. INVESTIGATION TYPE: CAMA / Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 02/20/2020
03/17/2020
Was Applicant Present — Yes (02/20/2020)
5. PROCESSING PROCEDURE: Application Received Complete — 05/04/2020
Office — Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Kill Devil Hills
Land Classification From LUP — Low Density Residential
(B) AEC(s) Involved: Estuarine Waters (EW), Public Trust Area (PTA), & Estuarine
Shoreline (ES)
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing — N/A
Planned - septic
(F) Type of Structures: Existing — N/A
Planned - Bulkhead, Two residential dwellings with
concrete driveways
(G) Estimated Annual Rate of Erosion: 1' per year
Source - applicant
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHFR
(A) Estuarine Waters
903 ft2
(B) Estuarine Shoreline
11,425 ft2
filled/disturbed
(C) Highground Landward of AEC
9,376 ft2
filled/disturbed
(D) Total Area Disturbed: 21,704 ft2
(E) Primary Nursery Area: No
(F) Water Classification: SC Open to Shellfishing: No
8. PROJECT SUMMARY: The applicant is proposing to clear, fill and grade the site,
install a bulkhead waterward of Normal Water Level (NWL) and construct two
residential dwellings.

Phillip Harrington
Field Investigation Report
Page 2
Project Setting
The site of the proposed development is located at the intersection of Bay Drive and W.
Chowan Street, lots# 1-2 & 3-5 (between 3014 and 2916 Bay Drive) in the Virginia Dare Shores
subdivision, Kill Devil Hills, Dare County adjacent to Kitty Hawk Bay which connects to the
Albemarle Sound.
The site consists of two vacant vegetated lots that total ±21,102 ft2 (0.49 acres) in size (Lot 1-2
is ±9,435 ft2 and Lot 3-5 is ±11,667 ft2). Elevations range from ±0.5' above NWL along the
shoreline to ±5' above NWL within the highground area. The highground area is vegetated by
live oak, southern wax myrtle, centipede grass and Bermuda grass. Based on the available
information, there does not appear to be any archaeological sites on or adjacent to this
property.
In total, this shoreline is ±163' in length with a 1-1.5' erosion escarpment that has formed
landward of NWL. A ±291 ft2 area of coastal and 404-wetlands is located in the northwest
corner of Lot 3-5. The coastal wetlands have been identified as giant cordgrass and the 404
wetlands have been identified as black willow, pond pine, groundsel tree, sweet bay, morning
glory and wild onion.
The adjacent property to the north has an unhardened wetland shoreline with a single family
dwelling and driveway in the highground area. The adjacent property to the south has an
unhardened wetland shoreline with a bulkhead landward of the wetlands, a docking facility and
a single family dwelling and driveway in the highground area.
The waters of Kitty Hawk bay are classified as SC, are closed to the taking of shellfish and
considered coastal waters. Water depths in the proposed work area range from 0.5' below NWL
to 1' below NWL.
Prior permitting on these Lot's include:
- CAMA Major Permit #14-09 issued January
commenced during the life of the permit.
- 401 Water Quality Certification GC3641
- DWQ Project #08-1347
- Stormwater General Permit COC #SW7080821
- Stormwater General Permit COC #SW7081102
- USACE Action ID #SAW-2007-02222
Development Proposal
22, 2009 in which no development
In order to prevent further erosion to both Lots, the applicant proposes to stabilize the shoreline
through the construction of a vinyl bulkhead.
The total length of the proposed bulkhead is ±236', including returns. Starting at a point on the
adjoining north property line of Lot 3-5, the bulkhead alignment will run westward for 24' until
reaching the edge of the delineated wetlands, it will then turn south and west for 35' remaining
landward of the area of coastal and 404-wetlands. The alignment will then turn south in a
straight line parallel to the shoreline for ±140' to the southern property line of Lot 1-2. The
alignment will then turn eastward running 37' to tie into the existing bulkhead corner on the
adjacent property. The proposed alignment will - average ±7.8' waterward of NWL with a

Phillip Harrington
Field Investigation Report
Page g
maximum distance of±16'. Water depths within the backfill area average ±0.5' below NWL and
backfill material will be clean sand fill from and upland source. According to the submitted plan,
the bulkhead will have a height of 3' above NWL. One 9 ft2 area of Submerged Aquatic
Vegetation (SAV) was found within the backfill area.
After the bulkhead is completed, the the site will be filled and graded. On each Lot, a single
family dwelling with associated septic systems and driveway/parking areas will be constructed
>_50' landward of the bulkhead (now location of NWL). The total impervious coverage in the 75'
estuarine shoreline AEC on Lot 1-2 will be ±2,028 ft2 (21.5%) and Lot 3-5 will be ±2,975 ft2
(25.5%). The overall total impervious coverage for Lot 1-2 will be ±2,405 ft2 (25.5%) and Lot 3-5
±3,558 ft2 (30.5%). Total disturbed area is anticipated to be ±20,811 ft2 for both tracts
combined. Both dwellings will have a septic tank for wastewater treatment and the water supply
will be municipal.
Anticipated Impacts
• The construction of the bulkhead along the proposed alignment will result in the filling of
±903 ft2 of the Estuarine Waters and Public Trust Area AECs with clean fill from an
upland source.
• The construction of the bulkhead along the proposed alignment will result in the
placement of ±87 cubic yards of fill material waterward of NWL.
• The total disturbed area will be ±20,811 ft2.
• Sediment and erosion control techniques are anticipated to be needed along the
bulkhead to prevent unconsolidated material from flowing over the wall into the adjacent
wetlands until the area is stabilized by vegetation.
• The total impervious coverage in the 75' estuarine shoreline AEC on Lot 1-2 will be
±2,028 ft2 (21.5%) and Lot 3-5 will be ±2,975 ft2 (25.5%).
• The overall total impervious coverage for Lot 1-2 will be ±2,405 ft2 (25.5%) and Lot 3-5
±3,558 ft2 (30.5%).
• There are no known archeological resources being impacted by the proposed
development.
Submitted by: Audy Peoples via Ron Renaldi
Date: 5/26/2020

Received
MAY 4-no
Chowan Street Shoreline Improvements
Harrington Enterprises, LLC DMEC
Kill Devil Hills, North Carolina, Dare County
The Chowan Street Shoreline Improvements bulkhead project is being undertaken by Phillip Harrington
Enterprises, LLC, Elizabeth City, NC, Phillip W. Harrington, owner. Construction will be on two adjacent
parcels owned by Harrington Enterprises at the intersection of Chowan Street and Bay Drive on Kitty Hawk
Bay in Kill Devil Hills. The construction of new bulkhead will preserve the parcels from further erosion by
wave action generated from Kitty Hawk Bay and Albemarle Sound. The bulkhead construction will be in
preparation for construction of two residential dwellings on the two parcels. This cover letter and
narrative will discuss and give details of the construction project.
Parcel overview and Current Shoreline
The two parcels involved in this project, Lot 1-2 & % Chowan Street and Lot 3-5, are vacant grass and
foliage covered lots in between two other residences along Bay Drive. Total shoreline length of these
parcels is 163 feet. There is a 291 sq. ft. area of coastal and 404 wetlands on the shoreline at the northwest
corner of Lot 3-5, which was identified as such by US Army Corps of Engineers site visit on January 16,
2020 and by CAMA site visit on March 17, 2020.
Rising water levels in Kitty Hawk Bay and Albemarle Sound have allowed moderate erosion of land behind
the current NWL along most of the shoreline from wave action and overwash, creating a 1 - 1.5 foot
escarpment landward of the NWL. Harrington Enterprises intends to construct new vinyl or wood
bulkhead waterward of the current escarpment and landward of the current normal water line (NWL),
roughly halfway between the two.
Starting at a point on the adjoining north parcel line between Lot 3-5 and the Tasch parcel, a bulkhead
return will run westward for 24 feet until reaching the edge of the delineated wetland, then turn south
and west for 35 feet to wrap around the delineated wetland, then turn south in a straight line parallel to
the shoreline for approximately 140 feet until reaching the adjoining parcel line between Lot 1-2 and the
Jenkins parcel. The bulkhead will then turn eastward in a 37 foot return until it joins an existing bulkhead
corner on the Harrington -Jenkins property line.
Future plans of Harrington Enterprises include construction of two piers extending into Kitty Hawk Bay.
Construction will be permitted through modification of this CAMA Major Permit,
Bulkhead Construction
Phillip Harrington Enterprises, LLC will be the contractor and builder for this project. The contractor will
use standard bulkhead construction using pressure treated 12-foot long 8"x 12" piles, 6"x 6" wales, 6-foot
long 8"x 8" dead -man piles with W rods, minimum 7' long wood or corrugated vinyl sheeting, and
galvanized hardware. Piles will be washed down 9 feet below normal water level and wood or vinyl

sheeting will be washed down 4 feet below normal water level. Bulkhead construction details are shown
on page 3 of 3.
New bulkhead height will have a 14" wide wood plank top cap covering the top wale and wood or vinyl
sheeting. To dress up the final construction, the contractor will then fill in behind the bulkhead with
topsoil for an additional 12 foot width, which will be graded, leveled and sown with groundcover.
Access to both parcels for construction activities will be onsite through the existing vacant parcels. The
contractor will use loaders, skid -steers and forklifts to move materials to the work areas. It will not be
necessary to cross wetlands to access the working areas with construction equipment.
Bulkhead Backfill
Lot 1-2 will require a total of 3029 sq. ft. of backfill of which 790 sq. ft. will be waterward of NWL and
2239 sq. ft. will be landward of NWL to the escarpment. Total backfill amount for Lot 1-2 will be 168.3
cu. yd. to fill to a 1.5-ft depth.
Lot 3-5 will require a total of 382 sq. ft. of backfill of which 113 sq, ft. will be waterward of NWL and 269
sq. ft. will be landward of NWL to the escarpment. Total backfill amount for Lot 3-5 will be 21.2 cu. yd.
to fill to a 1.5-ft depth.
One 9-sq. ft. area of SAV in Lot 1-2 containing widgeon grass and wild celery will be covered by bulkhead
backfill. SAV location is shown on sitemap.
Total amount of bulkhead backfill required for both lots is estimated to be 190 cu. yds
Upland Development
Harrington Enterprises proposes to construct 2 residences on Lots 1-2 and 3-5 once bulkhead
construction is complete and work area is graded and leveled. Proposed construction is planned as
such:
One 4-bedroom dwelling will be constructed on Lot 1-2 with concrete driveway and septage
field behind the dwelling. Total impervious surface on the lot will be 2402 sq. ft. (25.5% of the
tract). Total impervious surface that falls within the 6275 sq. ft. coastal shoreline AEC will be
1347 sq. ft. (21.5% of the tract).
One 5-bedroom dwelling will be constructed on Lot 3-5 with concrete driveway and septage
field behind the dwelling. Total impervious surface on the lot will be 3556 sq. ft. (30.5% of the
tract). Total impervious surface that falls within the 5724 sq. ft. coastal shoreline AEC will be
1458 sq. ft. (25.5% of the tract).
Previous owner, Billy Roughton, previously applied for and received the following State permits. Copies
are attached.
CAMA Major Permit #14-09, 12/22/09 - shoreline stabilization, docking facility, uncompleted.
Stormwater Permit COC #SW7080821, 12/5/08- Lots 1-2, uncompleted. Received
MY 4 - 2020
DCM-EC

• Stormwater Permit COC #SW7081102, 11/24/08- Lots 3-5, uncompleted.
• 401 Water Quality Certification, 10/17/08, completed.
Conclusion:
All riparian landowners have been contacted and made aware of the proposed construction project.
The landowners were contacted by certified mail on March 6, 2020 with information about the
construction project, which included maps, a narrative description of the project, and a copy of the full
application package, including MP-1, MP-2 and MP-3.
Phillip Harrington Enterprises, LLC does hereby request approval of this CAMA Major Permit and asks
that it be expedited as soon as possible. Mr. Harrington appreciates your consideration of this
application.
Sincerely,
Ken Elliott
Elliott Consulting
Phillip Harrington Enterprises, LLC, Applicant Received
April 29, 2020
MAY 4 - 2020
DMEC

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ON MP-1
Received
APPLICATION for
Major Development Permit
(last revised 12/27106)
MAY =4 - 2020
DGM-EC
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Phillip Harrington Enterprises, LLC
Chowan Street Shoreline Improvements
Applicant 1: First Name
MI
Last Name
Phillip
W.
Harrin ton
Applicant 2: First Name
MI
Last Name
If additional applicants, please aftech an additional page(s) with names listed.
Mailing Address
PO Box
City
State
760 Pitts Chapel Road
2232
Elizabeth City
NC
ZIP
Country
Phone No.
FAX No.
27909
USA
252 335 4520 e'd'
252 338 7656
Street Address (if different from above)
City
State
ZIP
SAME
Email
[e-mail], [e-mail]
2. Agent(ContractorInformation
Business Name
Elliott Consulting
Agent/ Contractor 1: First Name
MI
Last Name
Kenneth
C.
Elliott
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
202 Elliott Road
112
Aydlett
NC
ZIP
Phone No. 1
Phone No. 2
27916
252 - 339
9021 ext.
ext.
FAX No.
Contractor #
,
888-637-6241
Street Address (if different from above)
City
State
ZIP
SAME
Email
[e-mail]
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252.808-2808 ,. 1-88E2-=4R; +. ,.-. ;7 .. www.nccoastalnratragement.net

Form DCM MP-1 (Page 2 of 4) Received APPLICATION for
RAY 4 - 2020
Major Development Permit
3. Project Location DMEC
County (can be multiple)
Street Address
Stale Rd. #
Dare
Intersection of Bay Drive and Chowan Street (no 911 address)
Subdivision Name
City
State
Zip
Vir inia Dare Shores
Kill Devil Hills
NO
2794E
Phone No.
Lot No.(s) (if many, attach additional page with list)
NA ext.
1-2 (one lot): 3-5 (one lot)
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Pasquotank
Kitty Hawk Bay
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade ❑Unknown
Kitty Hawk Bay, Albemarle Sound
e. Is proposed work within city limits or planning jurisdiction?
I. If applicable, list the planning jurisdiction or city limit the proposed
®Yes []No
work falls within.
Town of Kill Devil Hills, NC
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.tt.)
163 feet
21,102 sq.ft.
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
9,435 sq.((., 11,667 sq.ft.
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
5 feet ❑NHW or ®NWL
e. Vegetation on tract
Upland: Southern live oak, southern wax myrtle, centipede grass, Bermuda grass
404 non -coastal Wetland: Black willow, pond pine, Groundseltree, Sweet Bay, Morning Glory, wild onion, saltwater cordgrass
Coastal Wetland: Saltwater cordgrass, big cordgrass, needlerush
I. Man-made features and uses now on tract
None
g. Identify and describe the existing land uses adiacenl to the proposed project site.
Single family residential
h. How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
RL (Residential Low Density)
(Attach zoning compliance certificate, if applicable)
®Yes []No ❑NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ZNo
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. []Yes ZNo ❑NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it Involve a []Yes ZNo ❑NA
National Register listed or eligible properly?
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252-808.2808 .. 1-808-4RCOAST .. -.e rs w.ncco astalm anagemenl.net

Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Received Major Development Permit
M. (1) Are there wetlands on the site? ®Yes ONO
(it) Are there coastal wetlands on the site? D 4IIII ���Yf�� W -EC ®Yes ONO
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? v ®Yes ONO
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
There are no existing wastewater treatment facilities. Lot 1-2 has a septic tank (without drainfield) that was
permitted prior to 2000. Construction never took place at that time and the system was never completed or used.
o. Describe existing drinking water supply source.
Town of Kill Devil Hills water available
P. Describe existing storm water management or treatment systems.
None.
S. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ❑Public/Governmenl
®PrivatelCommunity
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Two single family residences, one per lot.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Pile auger, small Kubota -type 4-wheel or skid -steer loader/excavator; storage on -site or at equipment owner's property.
d. List all development activities you propose.
Pier with boat slip (future), retaining wall, house, driveway, on -site septic system.
e. Are the proposed activities maintenance of an existing project, new work, or both?
New construction
f. What is the approximate total disturbed land area resulting from the proposed project? 11,390 ®Sq.Ft or ❑Acres
g. Will the proposed project
encroach on any public easement, public accessway or other area ❑Yes ®No ❑NA
that the public has established
use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Minor surface runoff.
1. Will wastewater or stormwater be discharged Into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the some salinity as the receiving water? ❑Yes ONO ®NA
j. Is there any mitigation proposed? ❑Yes ®No ❑NA
Project will be outside of delineated wetland area.
If yes, attach a mitigation proposal.
<Form continues on back>
252-808.2808 ..z6T .. r:�vr w.nccua54roinranagr.menf.ne4

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MR-1) the following items below, if applicable, mustbe submitted in orderforthe application
package lobe complete. Items (a) — (0 are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Phase give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly Indicate in maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with lhearea to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant clains title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and sgned return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days In
which to submit comments on the proposed project to the Division of Coastal Management.
Name Sheila S. Tasch Phone No.
Address 2605 Schiemann Ct., Chesapeake, VA 23321 757-966-9919
Name Phone No.
Russell W., III &Sandra A. Jenkins
Address 18623 Blueridoe Mountain Rd Bluemont VA 20135 540-554-2573
Name Phone No.
Address
g. A list of Pprevious state or federal permits Issued for work on the project tract. Include permitnumbers, permittee, and issuing dates.
CAM1A Major Permit #1409 to Billy Roughton (previous owner) on Jan 22, 2009; 401 Water Quality Certification (GC3641)
DWO Proiect #OA-1147 to Billy Rnyghtnn on Oct 17 2008, Stnrmv ater General Permit OC Nn S nnnAnB 1 in Billy_
Roughton on Dec 5, 2008; Stormwater General Permit COC No. SW7081102 to Billy Roughton on Nov 24 2008
h. Signed consultant or agent authorization form, If applicable.
I. Wetland delineation, If necessary.
j. A signed AEC hazard notice for projects In oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), If necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolna Environmental Policy Act.
1 7. Certification and Permission to Enter on Land
I understand that any permit issued in response tothis application will allow only the
The project will be subject to the conditions and estrictions contained in the permit.
the
I certify that I am authorized to grant, and do infact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit ap(lication and follow-up
monitoring of the project.
I further certify that the information provided inthis application is truthful to the best of my knovledge.
Date March 4, 2020 Print NamePhillipnW. Harrington
Signature X t0�; Wt Received
Please indicate application attachments pertainingto your proposed project.
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development Mee 12 2020
❑DCM MP-4 Structures Information Received
DCM-EC
M.AY 4 - H2O
252.808.2808 :: 1.888.4RCOA5T :: www-n cc Gas t a l man a gem ent.net

Form DCM MP-2
EXCAVATION and FILL
Received
MAY 4 - 2020
(Except for bridges and culverts) C►py�► rr-`n,
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections df 990int
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL
stabilization
Length
Width
Avg. Existing
Depth
NA
NA
Final Project
Depth
NA
NA
1. EXCAVATION ®This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
c. (1) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB _
OWL [--]None
(ii) Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
c. (i) Do you claim title to disposal area?
❑Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner
d. High -ground excavation in cubic yards.
®This section not applicable
b. Dimensions of disposal area.
d. (i) Will a disposal area be available for future maintenance?
[]Yes ❑No ❑NA
(ii) If yes, where?
e. (1) Does the disposal area include any coastal Hetlands/marsh f.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL []None
(ii) Describe the purpose of disposal in these areas:
(i) Does the disposal include any area in the water?
[]Yes ❑No ❑NA
(il) If yes, how much water area is affected?
Received
MAR 12 2029
DCM-EC
?'ire-Ohn9-1i30E3 .: N-Yifl&-Ai#Cf1A5i' c ti4 vvw,�rrcaa�.ta4rnanac�pemnnt,pz�t revise d; 17r151pS

Form DCM MP-2 (Excavation and Pill, Page 2 of 2)
Received
3. SHORELINE STABILIZATION ❑This section not applicable
(if development is a wood groin, use MP-4 - Structues) �l
a. Type of shoreline stabilization: b. Length:.-234 feet
L51emKneao Liniprap LibreaKwaterrSlll Liurne[_
c. Average distance waterward of NHW or NWL:
A" new btAkhe&44&4andwafd-ef+hYL
?r S ?
e. Type of stabilization material:
Wood or vinyl bulkhead
g. Number of square feet of fill to be placed below water level.
Bulkhead backflla608 ss5g4q.,ft. Riprap_ (ephemeral)
Breakwater/Sill �,pr�Other_
i. Source of fill material. /�"'``L�
Offsite sand pit owned by landowner
Width: 1 foot
d. Maximum distance waterward of NHWorNWL: Iier Ic-
e
f. (1) Has there been shoreline erosion during pre eding 12
months?
❑xYes ❑No ❑NA
(II) If yes, slate amount of erosion and source oferoslon amount
Information.
appx. 1ft, Gooale Earth & 2020 survey
h. Type of fill material.
Sand & topsoil Received
ecad
MAR 12 2020
DCF,n
4. OTHER FILL ACTIVITIES ❑This section not applicable
(Excluding Shoreline Stabilization)
a. (I) Will fill material be brought to the site? I]Yes ❑No ❑NA b. (!)Will fill malarial be placed in coastal wetbnds/marsh (Clnn_
If yes, submerged aquatic vegetation (SAV), shell bottom (83), or
(!!)Amount of material to be placed in the water NenC $`/ d• /.�
other wetlands (WL)? If any boxes a checked, pralde the
number of square feet affected. wi
(III) Dimensions of fill area 12-389-eq-Hr 903 v?-R— Lie ❑CW _ 9SAV ❑SB
(iv) Purpose of fill / 2—
M. (None
Residential construction -grade & elevel yard to
meet top o bulkhead, to provide sa ty or residents,
revp_^Leso=ica & arttimulating QtorMWmtAr NA
5, GENERAL
a. How will excavated or fill material be kept on site and erosion
controlled? k-e-`' ayz
Fill will be placed on landward side of 38P•ft long bulkhead;
disturbed area will be seeded promptly after fill and compaction
C. (1) Will navigational aids be required as a readt of the project?
❑Yes ®No []NA(ii) If yes, explain what type and how they will be implemented.
March 4. 2020
(ii) Describe the purpose of the fill in these area
b. What type of construction equipment will be used(e.g„ dragline,
backhoe, or hydraulic dredge)?
Backhoe, loader, skid -steer loader
d. (I) NIII wetlands be crossed in transporting eglpment to project
site? ❑Yes ®No ❑NA
(ii) If yes, explain steps that will be taken to awld or minimize
environmental impacts.
W. Harrington
Date Applicant Name
Chowan Street Shoreline Improvements x e V r
a
Project Name Applicant Signature
252-808-2606 :: 1-a66.4RCOAST :: www.nccoastalmanapement.net revised: 12/26I06

Form DCM MP-3 Received
UPLAND DEVELOPMENT 14AY4-2020
(Construction and/or land disturbing activities)
DCM-EC
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
I GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
proposed.
Two residential buildings with driveways
c. Density (give the number of residential units and the units per
acre).
Two (equates to 3 units per acre).
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes []No ®NA
(11) If yes, list the date submitted:
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehcular driveways
or packing.
Lot 1-2: 21.5%; Lot 3-5: 25.5%
I. Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
Lot 1-2: 25.5%; Lot 3-5: 30.5%
I. Describe proposed method of sewage disposal.
Onsite septic treatment system, both tracts
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, 'Wash down- and residential discharges).
Minor surface runoff may occur, both tracts.
b. Number of lots or parcels.
Two
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
21,102 sr ft both tracts
f. List the materials (such as mad, paver stone, asphalt, or concrete)
to be used for Impervious surfaces.
Concrete and two roofed structures.
h. Projects that require a CAMA Major Development Permit may also
require a Slormwater Certification.
(1) Has a site development plan been submitted to the Division of
Water Quality for review?
®Yes ❑No ❑NA
(ii) If yes, list the date submitted: See below:
Lot 1-2: SW7080821 approved 12/5/2008
Lot 3-5: SW7081102 approved 11/24/2008
k. Have the facilities described in Item (i) received state or local
approval?
®Yes ❑No ❑NA
If yes, attach appropriate documentation.
Attached
m. Does the proposed project Include an innovative stormwaler
design?
❑Yes ©No ❑NA
If yes, attach appropriate documentation.
252-8e8-28082 :e 1.888-4RCOA5T :: www,nccaastalmanageme uLnet revised: 12i28/08

Form DCM MP-3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Dare County Water System
n. (I) Will water be Impounded? ❑Yes ®No ❑NA
(it) If yes, how many acres? NA
o. When was the lolls) platted and recorded? p. If proposed development is a subdivision, will additional utilities be
Lot 1-2: 12/19/2019, Lot 3-5: 12/19/2019 Installed for this upland development?
❑Yes ❑No ®NA
March 4, 2020
Dale
Chowan Street Shoreline Improvements
Project Name
Phillip W. Harrington.
Applicant Name
x PLU w • �'"
Applicant Signature
Received
MAY 4 - KA
DCM-EC
Received
I""p 12 2020
DCM-EC
252-808-2808 :: 1-888-4RCOAST :: vvvsw.nccoastaImanagement.net revised: 12/26/06

APPROVED
LAND TRANSFER AX
N 4�(ya-l3c o�
DARE �J' REAL ESTATE
COUNTY (�.Sc/D�!M') TRANSFER TAX
Recorded: 12/19/2019 04:48:16 PM
BY: CLAUDIA HARRINGTON
Cheryl L. House, Register of Deeds
Dare County, NC
Fee Amt. $26.00 NC Excise Tax: $600.00
BOOK 2343 PAGE 745 (3)
700072337 III I I II I I I II I II I II I I I A I II It
LT
NORTH CAROLINA GENERAL WARRANTY DEED
Parcel Identifier No. 0296i01�1 & Verified by County on the _ day of , 20_
By: �((
MailBoxto: Evans&Meads PLLC 106-AAscension Drive,Kinv HaWKNC27949
This instrument was prepared by: Evans & Meads. PLLC. 106-AAscension Drive. Kitty Hawk NC 27949
Brief description for
THIS DEED made this 19th dayri Cy December , 2019 , by and between
GRANTOR X.Rx GRANTEE
Phillip Harrington Enterprises, LLC
Jennifer R. Owens, unmarried and PO Box 2232
Amy R. Etheridge and husband, Elizabeth City, NC 27909
Patrick Travis Parroe
PO Box 1877
Kill Devil Hills, NC 27948
Enter in appropriate block for each Grantor and Grantee: e, mailing address, and, if appropriate. character of entity, e.g.
corporation or partnership. CCC
The designation Grantor and Grantee as used herein shall includ<y,5aid parties. their heirs, successors, and assigns, and shall include singular
plural, masculine, feminine or neuter as required by context. `' j
WITNESSETH, that the Grantor, for a valuable consideration paid &ZoeGrantee. the receipt of which is hereby acknowledged, has and by
these presents does grant, bargain. sell and convey unto the Grantee i 99�� simple, all that cermia lot, parcel of land or condominium unit
situated in the City of KW Devil Hills I nbc Township, Date County,
North Carolina and more particularly described as follows:
See ExhbitAattached
�0
The property hereinabove described was acquired by Grantor by instrument recorde�ek"ook 2213 page 196&.209
All or a portion of the property herein conveyed _ includes or X does not include"nprfin;y residence of a Grantor.
A map showing the above described property is recorded in Plat Book 2 paBe�.
Page l of 2 Y
NC Bar Association Form No. 3 0 1976, Revised C 1977. 2002, 2013 ` This standard form has been aWroved by:
Rioted by Agreement with the NC Bar Association -1981 NOM Caroline Bar Assx,iaricn -NC BarFarm Nn.1
O
`v
Received
MAP 12 2020
D I EC
Book 2343 Page 745

TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in fee
,�ssim�ple.
laMd the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey the same in fee
0—ple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against the lawful
clfjiths of all persons whomsoever, other than the following exceptions:
ResT&v Covenams and Easements of record.
Ad VAl3m Taxes.
C
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written.
(Entity Name)
By:
PrinVfype Name Otle:
By:
Print/fype Name & Titl ',,
By: �N
Print/Type Name & Title: A
L.i.ww.Q %[ , 0 U-A-� (SEAL)
P NI'ypelYne: Jennifer
R. Oweenss
7C . �T I�t._�a+ (SEAL)
Primhyp Na/m'e: Amy R Ftheridw
irr�Aw ,l ILI, w--t/— (SEALI
Pimt/Type Name: Ntrick Travispang?
Print/Type
State of North Carolina _ - County or Cityof Date
1, the undersigned Notary Public of the Comm yfW1(J 3Jpf Dam and State aforesaid, certify that
Jennfier R.Ownes and Am R. Etherid ��� 'J 3 ''i personally appeared before me this day and acknowledged the due
execution of the foregoing instrument ruche pt_ therein ex p as Witness my hand and Notarial stamp or this 19th day of
December , 20 I9. O _ _ 1 a
�L a
My Commission Expires: I O Notary Public
(Affix Sea]) ICA9� a d`�;' Notary's Printed or Typed Name
State of North Carolina - County t
1, the undersigned Notary Public of the
execution of the foregoing instrument for the purposes
December .20 19.
My Commission Expires: 13 2
(Affix Seal)
Dare and State aforesaid, certify that
nuo�„Sersonally appeared before me this day and acknowledged the due
s. �S'.ijness my hand and Notarial stamp or seq this 19th day of
Public
or Typed Name
Public
State of -County or City of
1, the undersigned Notary Public of the County or City of c and State aforesaid, certify that
personally came before me this day and acknowledged that
_he is the of _a North Carolina or
corporatioMimited liability company/gene(�d�.rpartnershipflimited partnership (strike through the
inapplicable), and that by authoriry duly given and as the act of such entity,—he'signed the foregoing instrument in its name on its
behalf as its act and deed. Witness my hand and Notarial stamp or seal, this __L( ay of , 20_.
My Commission Expires:
(Affix Seal)
Page 2 of 2
NC Bar Association Form No. 3 01976, Rcviscd ® 1977. 2002, 2013
Pnnu t by Agomment wnh she SC Bar Assoaadon -1981
Notary Public
No ,'s Printed or Typed Name
Y, This standani form has been approvst by:
Nonh Carolina Bar Association - NC Bar Form Na. 3
O
Received
MAP 12 2020
DMEC
Book 2343 Page 746

✓"j EXHIBIT A
Xm Beginning at an existing iron rod located on the west right of way or margin of Bay Drive, said existing Iron
prod being in and marking the point of Intersection of the center line of the street formerly known as
V' howan Street with the west ern right of way or margin of Bay Drive in the Town of Kill Devil Hills, North
olina; thence running South 69°15'00" West 40 feet to a set iron rod; thence, continuing through said
i rod South 69`1S'00" West 110 fee to a set iron rod; thence continuing through set iron rod South
69 I00" West 20 feet more or less to the mean high water mark of Kitty Hawk Bay; thence turning and
running along and with the mean high water mark of Kitty Hawk Bay and the various meanderings thereof
North gj2'21" West 50.06 feet to a point; thence turning and running along and with said mean high
water mo of Kitty Hawk Bay and the various meanderings thereof North 65'15'04" West 40.04 feet to a
point on to can high water mark of Kitty Hawk Bay and on the boundary line between Lots 2 and 3 of
Virginia Da hares Subdivision in KIII Devil Hills, North Carolina; thence turning and running North
69-15'00" Ea 12.66 feet to a point on the west right of way margin of Bay Drive and a corner; thence
turning and ru g South 8°59'02" East 83.08 feet along and with the west right of way margin of Bay
Drive to an existon rod and the point and place of BEGINNING. For a more particular description of
the property her¢�'nabove described reference is made to that survey entitled "Survey for Billy G.
Roughton, Lots 1 & 2, Block 89, Virginia Dare Shores & part of Chowan St. R/W, Kill Devil Hills, North
Carolina," prepared by Eastern Development Services, Donald E. Wood, Professional Land Surveyor, dated
the 27" day of March, 2120, to which reference is hereby made for a more particular description or the
property hereinabove desobed.
O
The above referenced propertPhcludes the northern half of what was formerly known as Chowan Street,
said street having been abanddn d by the Town of Kill Devil Hills by resolution dated October 25, 1995,
which has been recorded prior tit Is deed.
AND
Lots 3, 4, and 5, Block 89 in the subdivision known as Virginia Dare Shores as shown on map or plat of said
subdivision recorded in Map Book 2, Page 1, Dare County Registry, reference to which is hereby made
for a more particular description of the proerty herein conveyed.
�l
Received
MAp 12 1010
DCM-EC
Book 2343 Page 747

MAJOR PERMIT FEE MATRIX
Applicant:
Selection
Development Type
Fee
DCM %
DWQ %
(14300 1601 435100093 1625 6253)
(24300 1602 435100095 2341)
I. Private, non-commercial
❑
development that does not
$250
100% ($250)
0% ($0)
involve the filling or
excavation of any wetlands
or open water areas:
II. Public or commercial
❑
development that does not
$400
100% ($400)
0% ($0)
involve the filling or
excavation of any wetlands
or o en water areas:
❑
Major Modification to a
$250
100% ($250)
0% ($0)
CAMA Major permit
III. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B, C, or D below a lies:
III(A). Private, non-
cEl ommercial development, if
$250
100% ($250)
0% ($0)
General Water Quality
Certification No. 4097 (See
attached) can be applied:
III(B). Public or commercial
❑
development, if General
$400
100% ($400)
0% ($0)
Water Quality Certification
No. 4097 (See attached)
can be applied:
III(C). If General Water
❑
Quality Certification No.
$400
60% ($240)
40% ($160)
4097 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
aquatic life:
III(D). If General Water
Quality Certification No.
$400
60% ($240)
40% ($160)
4097 (see attached) cannot
be a lied:
IV. For development that
involves the filling and/or
$475
60% ($285)
40% ($190)
excavation of more than
one acre of wetlands and/or
open water areas:

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
May 28, 2020
MEMORANDUM:
NORTH CAROLINA
Environmental Quality
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Ave., Morehead City, NC 28557
Fax: [phone] (Courier 04-16-33)
gregg.bodnar(c�ncdenr.gov
SUBJECT: CAMA Application Review
Applicant: Phillip Harrington Enterprises, LLC
Project Location: Intersection of Bay Drive & W. Chowan Street, Kill Devil Hills, Dare County
Proposed Project: Clear, fill and grade site, install a bulkhead and construct two residential
dwellings at the intercession of Bay Drive and W. Chowan Street, in the Town
of Kill Devil Hills in Dare County.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Gregg Bodnar at the address above by June 18, 2020. If you have any questions
regarding the proposed project, contact Ron Renaldi (252-264-3901, ext. 235) when appropriate, in-depth
comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
"Additional comments may be attached"
PRINT NAME
AGENCY
SIGNATURE
DATE
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
NORTHCAROUNAD_E Q�I
Uatuotmmt of Environmental quality
North Carolina Department of Environmental Quality I Division of Coastal Management
Elizabeth City Office 1 401 South Griffin Street, Suite 300 1 Elizabeth City, North Carolina 27909
252.264.3901

SITE MAP - LAND
CHOWAN STREET �ORTy
SHORELINE IMPROVEMENTS
PHILLIP HARRINGTON ENTERPRISES, LLC
BAY DRIVE & CHOWAN STREET
KILL DEVIL HILLS, NC
DARE COUNTY
SCALE: 1 IN = 30 FT BAY DRIVE - 75 FT ROyV
MAP BY ELLIOTT CONSULTING
APRIL 29, 2020
LOT 6-8, ELK 89
N/F
SHEILA S TASCH
S'AEC _
30'6
CAMq
sET-
COASTAL
WETLANDS
LINE
USACE AOA
WATER DEPTH
1.0'
aICY LEPATH
LOT 3-5, BLK 89
VIRGINIA DARE SHORES
N/F
v PHILLIP HARRINGTON
ENTERPRISES, LLC
9
7
END OF
BULKHEAD
RETURN
- _ LOT 3-5
\ir TOTAL
LANLDWARD FIL AREA ILLNFROM NWLR7E SSFF2 SF
WATERWARD FILL FROM NWL-269 SOFT
\
WATER DEPTH
D25'
THIS MAP IS NOTA CERTIFIED O
SURVEYAND HAS NOT BEEN REVIEWED Q
BYA LOCAL GOVERNMENT AGENCY FOR
COMPLIANCE WITH ANYAPPLICABLE
LAND DEVELOPMENT REGULATIONS.
WATER DEPTH
0.50
OFFSHORE MARSH ISLANDS o
Q
30 0 15 30 60
(IN FEET)
finch = 30 ff.
CHOWAN ST
LOT 1.2 & 1 /2 CHOWAN ST, BLK 89
VIRGINIA DARE SHORES
N/F
PHILLIP HARRINGTON
ENTERPRISES, LLC
�..` -
LOT 1-2
/ TOTALLANDWARD
NR M ESCARP39 SF E
LANDWARD FILL FROM NWL-790 O
WATERWARD FILL FROM NWL-790 SOFT r
9SF
LOT 17-18 & 1/2 CHOWAN ST, BLK 88
N/F
RUSSELL W III
& SANDRAA JENKINS
EXISTING BULKHEAD
OWNED BY JENKINS,
LOCATED 0.T OVER PL
RESIDENCE
Eo•�I— JOINS EXI£
CR- 8-ULKHEAD
WATER DEPTH
0.26
PROPOSED
BULKHEAD
RETURN
KD KITTY HAWK BAY E IST G
WATER DEPTH PIE Receives!
1.0' WATER DEPTH
'" MAY 4 - '
PAGE 1 OF 3
DCM-EC
N

SITE MAP - STRUCTURES
CHOWAN STREET ryORry
SHORELINE IMPROVEMENTS
PHILLIP HARRINGTON ENTERPRISES, LLC
BAY DRIVE & CHOWAN STREET
KILL DEVIL HILLS, NC
DARE COUNTY
SCALE: 1 IN = 30 FT BAY DRIVE - 75 FT ROW
MAP BY ELLIOTT CONSULTING
APRIL 29, 2020
30 0 16 30 60
(IN FEET)
1lnch - 30 /L
CHOWAN ST
BICYCLE PATH
LOT 6-8, BLK 89 I _
N/F I. ..,.._.._.._..
SHEILASTASCH i _______1 I
F__-_-_-- CONCRETE
DRIVEWAY v _
v L_____ SEPTIC____I0
----------------
__-P OPOSED ____- I _ ____yl PEAT. I �
Im PEAT REPAIR AREA ) r-_--- FIELD---_--il REPAIR
I AREA
TAS
RESIDENCE _____ _ im LOT17-18&1/2CHOWANST,BLK88
i I 1 i I
CONcaEre
�\
- ATC - - - - - - PROPOSED 5-BEORM PROPOSED 4BEDRM
DWELLING i DWELLING JENKINS
EXISTING BULKHEAD RESIDENCE
(RIPARIAN)
i LOT 1-2 & 1/2 CHOWAN ST, BLK 89
VIRGINIA DARE SHORES RESIDENCE
I
0.22AC
E LOT 3-5, BLK 89 I __ sr�•� \
VIRGINIA DARE SHORES cl � �.r
?' 0.27 AC 5E�
5�C`'^I
COASTAL -
WETLANDS-►�
LINE \: %� �•' •�. �I
USACE 404 A \\ 1� j' I•�••' WATER DEPTH •�•'�.
II \ ESCARPMEAT 6"" �' 0.2$'
WETLANDS LINE -!-s\ \ �•- ... .�•,/' I `•
N L ! \ \ BULMEAD �. Bt• ]O BULKHEAD _ =L
�j \�• �• WATER DEPTH WATER DEPTH
' WATER DEPTH • 0.59 0.25'
D25'
EXISTING
WATER DEPTH
WATER DEPTH PIER
1.9 KITTY HAWK BAY 1.0'
THIS MAP IS NOTA CERTIFIED 0 Q KITTY HAWK BAY
Received SURVEYAND HAS NOT BEEN REVIEWED O IE
13YA LOCAL GOVERNMENT AGENCY FOR O
4 - 1OZO COMPLIANCE WITH ANY APPLICABLE
b1AY LAND DEVELOPMENT REGULATIONS. Q WATER DEPTH
1.0•
jp��� C('� OFFSHORE MARSH ISLANDS Q
��j1V1�G`� a PAGE 2 OF 3

+ ,,
*At * (01
�rfi #y�� t r a�tur
� AYP.ii
t ".
MAY shwa
5 q rl, p#j
w:_>ary part: ri { , y1F
tOrkAC "^a �
ttjV,K N
a
s
u ww,t wtvnha
1 t�R fNd�a idS�
fi I 1 ()N A OW)
�^;A,t t`.o 4`
9
m
41,
VINYL BULKHEAD
TYPICAL DETAIL
Received
MAY 4 - 2028
D M-EC°,
t
ill i ft? +F.X � 11frti94'iE,N
Received
MAR 12 2020
DCM-EC
TIP Y_a.\ 6o\` k�c X-StJ,+
P11,11, P
N.T.S. PAGE 3 OF 3