20201927 Ver 1_CAMA Application_20201209

ROY COOPER
Governer
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
December 9, 2020
MEMORANDUM:
NORTH CAROLINA
Envtronmental 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(cDncdenr.gov
SUBJECT: CAMA/Dredge & Fill Application Review
Applicant: East Coast Marine Properties, LLC
Project Location: 116 N. Gramby Street in Perquimans County
Proposed Project: Bulkhead replacement & expansion of boat ramp
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Grego Bodnar at the address above by December 30, 2020. If you have any
questions regarding the proposed project, contact Cynthia Rountree (252-264-3901, ext. 234) 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.
ODE �
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

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: East Coast Marine Properties, LLC
2. LOCATION OF PROJECT SITE: 116 N. Granby St. (SR 1336), Perquimans County,
adjacent to the Perquimans River
Latitude: 36010'42.33"N Longitude: - 76027'4.85"W
3. INVESTIGATION TYPE: CAMA & Dredge and Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit —November 20, 2020
Was Applicant Present — no
5. PROCESSING PROCEDURE: Application Received Complete — November 30, 2020
Office — Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Perquimans County
Land Classification From LUP — Hertford ETJ - commercial
(B) AEC(s) Involved: Public Trust Area, Estuarine Waters, Estuarine Shorelines
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing — Town of Hertford Sewer Service
Planned -none
(F) Type of Structures: Existing — steel building with concrete pad, dirt boat
ramp, and bulkhead
Planned - replacement bulkhead, riprap and boat
ramp expansion
(G) Estimated Annual Rate of Erosion: N/A
Source -
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED SHAnFn
(A) Shallow Bottom (EW, PTA)
315 sqft
1,048 sqft
(B) Open Water (EW, PTA)
(C) High Ground (ES)
4,025 sqft
9,350 sqft
(D) Total Area Disturbed: 14,738 square feet
(E) Primary Nursery Area: No
(F) Water Classification: SC Open to shellfishing: No

East Coast Marine Properties, LLC
Field Investigation Report
Page 2
PROJECT SUMMARY:
The applicant proposes to construct a new bulkhead two feet out from the existing bulkhead
alignment, add riprap to the western end of the bulkhead and expand the existing boat ramp by
widening it.
Project Setting
The property proposed for development is located at 116 North Granby Street in Perquimans
County and consists of approximately 430,373 square feet or 9.88 acres. It is located
approximately 3,251 feet to the southeast of the Hwy 17 bridge and is adjacent to the
Perquimans River. The property currently contains a large steel building with a concrete pad,
an earthen boat ramp and a bulkhead stabilizing the shoreline that is in need of repair. The
property to the east is a public boat ramp and the property to the west is a sand mine and turf
farm.
Vegetation on the site includes, but is not limited to, indigenous yard grasses, various types of
trees including,-loblolly pine, maple, and Cypress, as well as noncoastal wetland species. Soil
Types include Conetoe Loamy Sand (CtB). The property has an elevation of approximately 11
feet above normal water level (NWL) along the shoreline.
The shoreline 385 feet in length and has been hardened by a bulkhead along approximately
215 feet of its length that is in need of repairs. The water classification for this area is Aquatic
Life, Secondary Recreation, Salt Water (SC) and are joint waters that are closed to shellfishing.
The water depths in that area range from -1.5 to -3.0 feet. Submerged Aquatic Vegetation
(SAV) was not observed growing within the proposed alignment.
Development Proposal
The applicant proposes to replace 215 linear foot of existing bulkhead along the Perquimans
River with new bulkheading 2 foot out from the existing alignment. The applicant also proposes
to replace the 129 foot return wall that runs beside the eastern edge the existing earthen boat
ramp as well as remove the 180 foot existing return wall on the western side of the earthen
ramp. The applicant then proposes to widen the existing 40 foot earthen boat ramp to a width
of 75 feet and construct a new 154 foot return wall along the western side of the expansion
area. A 20 foot by 4 foot strip of riprap will be installed parallel to the waterward end of this
return with approximately 30 square feet below normal water level. Excavated fill material will
be graded on the upland portions of the property raising elevations approximately 2.6 inches.
Anticipated Impacts
The proposed development will result in the dredging of 315 square feet and the filling of 1,048
square feet of Estuarine Waters and Public Trust Areas of Environmental Concern. It will also
result in the grading and excavation of 4,025 square feet and the filling of 9,350 square feet of
Estuarine Shorelines Area of Environmental Concern. Temporary turbidity will possibly occur
during construction.
Submitted by: Cynthia Rountree Date: 12/2/20

Received
NOV 3 3 20:(
East Coast Marine Properties Shoreline Project
East Coast Marine Properties, LLC DMEC
Hertford, North Carolina, Perquimans County
The East Coast Marine Properties Shoreline bulkhead and boat ramp project is being undertaken by East
Coast Marine Properties, LLC ("East Coast Marine"), Shawboro, NC, on one parcel owned by Mark and
Cynthia Overman ("Owner" or "Applicant") at 116 N. Granby Street, Hertford, NC 27944. The construction
of new bulkhead will preserve the parcel from further erosion by wave action generated from the
Perquimans River. The expansion from 40 feet wide to 75 feet wide of an existing dirt rampto Perquimans
River is essential for East Coast Marine's ship repair operation. This cover letter and narrative will discuss
and give details of the construction project.
A map of the project area illustrates the existing condition, and a second map shows proposed
construction improvements. The maps shown are:
1. Site Map — Pre -construction view.
2. Parcel Map — Pre -construction view.
3. Site Map — Post -construction view.
4. ParcelMap— Post -construction view.
S. Bulkhead construction detail.
6. Vicinity map.
Parcel overview and Current Shoreline
Total shoreline length of the East Coast Marine parcel is 385 feet, of which approximately 215 feet are
currently protected by corrugated steel or fiber bulkhead. The bulkhead was built prior to 2005 when the
parcel was used as a staging area for construction of the Hertford Bypass Bridge. The bulkhead has fallen
into disrepair, and failure at two breach locations has allowed moderate to severe erosion of 367 square
feet of land behind the current bulkhead from Perquimans River wave action. Shoreline erosion has also
occurred at both ends of the eastern and western bulkhead returns.
A dirt boat ramp 40 feet wide by approximately 160 feet long was also built during the Bypass Bridge
construction prior to 2005. The eastern and western walls of the ramp are protected by steel or fiber
bulkhead running northward towards the river and connecting to the existing shoreline bulkhead. The
eastern ramp bulkhead is in disrepair also and will be repaired or replaced. The western ramp bulkhead
will be removed during the ramp expansion and new ramp bulkhead will be constructed 35 feet westward.
Starting at the eastern adjoining shoreline property line, the existing shoreline bulkhead runs westward
168 feet, then turns southward and runs 160 feet along the eastern wall of the dirt ramp. The bulkhead
then starts again on the western side of the existing 40-ft wide dirt ramp and runs 160 feet to the
Perquimans River. It then turns westward and follows the shoreline 12 feet before ending at wetlands,
110 feet before reaching the next adjoining property line. Existing bulkhead height extends 8-10 feet
above NWL.
1

Receind
NOV A 9 2C:C
At this time no further extension of the current eastern bulkhead length is planned beyonOi�jing-C
waterward of the existing steel and fiber bulkhead. This will occur from the eastern bulkhead wal o t
ramp to the eastern adjoining property line. The applicant intends to remove the current western
bulkhead wall of the ramp before excavating and expanding the width of the ramp 35 feet westward, then
constructing a new western ramp bulkhead wall down to the river. The new bulkhead will then turn
westward and run 6 feet before ending.
Bulkhead Construction
East Coast Marine will be the contractor and builder for this project. New construction will begin at the
east end of the existing bulkhead and proceed westward. The contractor will use standard steel bulkhead
construction using steel piles, 6"x 6" wales, 6-foot long 8"x 8" dead -man piles with W rods, minimum 16'
long corrugated steel sheeting, and galvanized hardware. Piles will be driven or drilled down minimum 6
feet below normal water level 6-8 feet apart, and steel sheeting will be driven down individually minimum
4 feet below normal water level and two feet waterward of the existing bulkhead. Bulkhead construction
details are shown on page 5 of 6. During construction, damaged existing bulkhead will be removed down
to grade level.
New bulkhead height will extend one foot above the top of the current bulkhead. Tiebacks will be installed
into the ground 6-9 feet back from the shoreline and will be positioned approximately every 8 feet along
the bulkhead for additional support. Steel or wood anchors will be inserted into the ground and attached
to the tiebacks. A steel cap will be welded to the bulkhead top to provide support for the pilings.
The 2-ft gap between the old and new bulkhead will be backfilled with sand to within 12" of the top cap,
after which the gap will be filled with riprap stone. The contractor will then back fill the bulkhead with
sand and slope back to natural ground level. Topsoil will be added which will be graded, leveled, and sown
with groundcover.
Access to the site for construction activities will be through private existing parcel driveways. The
contractor will use loaders, skid -steers, and forklifts to move materials to the work areas. Excavators with
shaker heads or pile drivers will be used to install piles and steel sheeting. It will not be necessary to cross
wetlands to access the working areas with construction equipment.
Dirt Ramp Construction and Expansion
The existing 160-ft long dirt ramp extending to Perquimans River is protected by corrugated steel
bulkhead walls on its east and west sides and drops approximately 10 feet from natural ground level to
NWL. The eastern bulkhead wall will remain in place and will be repaired or replaced, as necessary.
The western bulkhead wall and attached 12-ft long western shoreline bulkhead will be removed by East
Coast Marine. Once removed, East Coast Marine will excavate the uplands behind the removed bulkhead
wall to 35 feet westward. The upland will be excavated down to the same level as that of the existing
ramp and will match that level from natural ground level 160 feet from the river, down to NWL.
Inside the proposed ramp expansion area there are two areas of uplands extending 12 feet waterward of
the existing shoreline inside the current ramp area, with an intrusion of water in between the two areas.
The westward of the two areas encompasses 91 square feet and the eastward area encompasses 224
011

Reccind
NOY 3 9 1C:[
square feet, totaling 315 square feet. The applicant proposes to excavate the uplands in these twoB&A-Ec
down to the waterline. The applicant then proposes to excavate both areas to a contour which matches
that of the existing ramp to eastward. NWL will begin on a line even with the existing NWL in the adjacent
ramp area, and excavation will begin waterward with the bottom contour matching the adjacent bottom
sloping. Water depth at the end of excavation will be two feet, 12 feet waterward of NWL, amount of
excavated material from below NWL will be approximately 12 cubic yards.
East Coast Marine will then install new corrugated steel bulkhead down the new western wall of the dirt
ramp. New bulkhead height will extend one foot above natural ground level along its length. Tiebacks
will be installed into the ground 6-9 feet back from the bulkhead and will be positioned approximately
every 8 feet along the bulkhead for additional support. Steel or wood anchors will be inserted into the
ground and attached to the tiebacks. A steel cap will be welded to the bulkhead top to provide support
for the pilings:
Excavated spoil from the upland excavation will be deposited within the worksite parcel no closer than 30
feet behind the shoreline bulkhead. See sitemap for details.
Finished ramp will remain with dirt cover and no impervious surface. The ramp will be graded, levelled,
and sown with groundcover. East Coast Marine will utilize rubber ship launching marine airbags for
launching or hauling out vessels for its ship repair business.
Conclusion:
All riparian landowners have been contacted and made aware of the proposed construction project.
The landowners were contacted by certified mail on September 4, 2020 and October 24, 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 and MP-2.
East Coats Marine Properties, LLC does hereby request approval of this CAMA Major Permit and asks
that it be expedited as soon as possible. East Coast Marine appreciates your consideration of this
application.
Sincerely,
Ken Elliott
Elliott Consulting
For East Coast Marine Properties, LLC, Applicant
November 26, 2020

Reccind,
NOV 8 ) 2�.0
DCM-EC
1, Kenneth Elliott, hereby certify that all information contained herein is true, accurate, and complete to
the best of my knowledge and belief.
i, Kenneth Elliott, hereby request that the certifying authority review and take action on this CWA 401
certification request within the applicable reasonable period of time.
4

Received
gem INP-1 OL 1 2 9 203
APPLICATION for DUA-EC
Major Development Permit
past revised 12/27106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (If applicable)
East Coast Marine Properties, LLC
East Coast Marine Properties Shoreline Project
Applicant 1: First Name
Mark
MI
Last Name
Overman
Applicant 2: First Name
MI
Last Name
Cynthia
M.
Overman
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
city
State
116 Garrington Island Road
NA
Shawboro
NC
ZIP
Country
Phone
No.
FAX No.
27973
1 USA
757
- 773 -4766 ext.
NA
Street Address (if different from above)
City
State
ZIP
116 Garrington Island Road
Shawboro
NC
27973
Email
moverman ecsfi.com, [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
NA
Mailing Address
PO Box
City
State
202 Elliott Lane
112
Aydlett
NC
ZIP
Phone No. 1
Phone No. 2
27916
252 - 339
' 9021 ext.
NA
ext.
FAX No.
Contractor #
888-637-6241
NA
Street Address (if different from above)
City
State
ZIP
202 Elliott Lane
A dlett
NC
27916
Email
[e-mail]
<Form continues on back>
252-808-2808 t: 9-888-4RCOAST .. www.nccoastaimanagr-nrent.net

Form DCM MP-1 (Page 2 of 4)
Recshsed
APPLICATION for
OC 12 9 2C:0 Major Development Permit
n
3. Project Location LOU C
County (can be multiple)
Street Address
State Rd. #
Perquimans
116 N. Granby Street
SR 1336
Subdivision Name
City
State
Zip
Perquimans County Commerce Park
Hertford
NC
27944 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
757 - 773 - 4766 ext.
Section B, Lot #1 , ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Pasquotank
Perquimans River
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
Perquimans River
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within.
Town of Hertford, NC town limits
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
385 feet
430,373 sq.ft. (9.88 ac)
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
1 lot- 9.88 ac
NWL (normal water level) 11 feet above NWL
(If many lot sizes, please attach additional page with a list)
❑NHW or ®NWL
e. Vegetation on tract
Native grass cover on cleared areas of tract, full growth trees on perimeter:pine, cypress, maple
f. Man-made features and uses now on tract
Buildings & structures: 5000 sq.ft. (100 ft. x 50 ft.) steel building with adjacent 3000 sq.ft. (100 ft. x 30 ft.) concrete pad, both
structures used in owner's steel fabrication business; a forty -foot wide by 150-foot long excavated dirt ramp to Perquimans River
and approximately 535 feet of steel corrugated bulkhead built by previous landowner between 1998 and 2005 during construction
of US 17 Bypass and Perquimans River Bridge.
g. Identify and describe the existing land uses adjacent to the proposed project site.
East: Town of Hertford public boat ramp.
West: River Farms Sand Mine and Macon Turf turf farm, in addition to future residential along shore.
h. How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
C-5 Commercial
(Attach zoning compliance certificate. If applicable)
®Yes ❑No ❑NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? []Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No ❑NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a []Yes ®No ❑NA
National Register listed or eligible property?
<Form continues on next page>
Y,tit"t

keceived
Form DCM MP-1 (Page 3 of 4) 00 2 9 na APPLICATION for
Major Development Permit
flf't'6_170
m. (1) Are there wetlands on the site? Outside of limits of disturbance. ®Yes ONO
(ii) Are there coastal wetlands on the site? Outside of limits of disturbance. ®Yes ONO
(III) If yes to either (i) or III) above, has a delineation been conducted? ®Yes ONO
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Town of Hertford Water & Sewer Service in conjunction with Hertford Wastewater Treatment Plant
o. Describe existing drinking water supply source.
Town of Hertford Water & Sewer Service in conjunction with Hertford Water Treatment Plant
p. Describe existing storm water management or treatment systems.
Existing parcel perimeter ditches drain stormwater directly to Perquimans River.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ®Commercial ❑Public/Government
❑Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Initially, approval of CAMA Major Permit would allow operator to replace or repair existing damaged steel bulkhead, remove
western bulkhead wall of dirt ramp, widen existing ramp to Perquimans River from 40 feet to 75 feet wide and install new western
wall of ramp with new steel bulkhead, fill and stabilize ground behind bulkhead areas. Construction will allow owner to launch
vessels from steel fabrication facility on premises. Future modification of permit to add pier on Perquimans River.
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.
All equipment will be stored on owner's 9.88 acre parcel. Equipment to be used for construction: crane, pile driving hammer,
excavator, loader, skid steer vehicles, bulldozer, 10-14 wheel dump trucks.
d. List all development activities you propose.
Replace or repair existing steel bulkhead on eastern shoreline from parcel line to existing ramp. Replace or repair existing
steel bulkhead on east side of existing ramp. Remove existing steel bulkhead on west side of ramp. Excavate/Widen ramp
to 75 feet and install new steel bulkhead on west side, install new steel bulkhead on western shoreline from ramp to creek
adjacent to parcel line.
e. Are the proposed activities maintenance of an existing project, new work, or both?
Both, repair some existing steel bulkhead, replace other existing steel bulkhead
f. What is the approximate total disturbed land area resulting from the proposed project? 1.30 acres ❑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.
Stormwater only from existing parcel perimeter ditches draining to Perquimans River, some stormwater drainage down existing
dirt ramp. No discharge of wastewater during construction.
L Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ONO ©NA
j. Is there any mitigation proposed? ❑Yes ❑No ❑x NA
If yes, attach a mitigation proposal.
<Form continues on back>
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Form DCM MP-1 (Page 4 of 4)
RecEhvcd
APPLICATION for
UC 1 2 9 2.2 Major Development Permit
evoane 1�
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (9 are always applicable to any major development application. Please consuM the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative. Attached
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed. Attached
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site. Attached
d. A copy of the deed (with state application only) or other instrument under which the applicant clams title to the affected properties.Attached
e. The appropriate application fee. Check or money order made payable to DENR. Attached
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Perquimans County NC Phone No. [phone]
Address PO Box 45, 128 N. Church St., Hertford, NC 27944
Name Timothy J. & Kristine J. Corprew Phone No. [phone]
Address 910 Wynne Fork Road, Hertford, INC 27944
Name Phone No.
Address NA NA
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permitlee, and issuing dates.
CAMA Major Permit #58-17 issued May 8 2017 to Elite Management LLC
h. Signed consultant or agent authorization form, fi applicable. Attached
I. Wetland delineation, if necessary. Attached
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner) NA
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. I I3A 1-10), if necessary. If the project Involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act. NA
I understand met any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
1 certify that I am authorized to grant, and do in fact grant permission to representatives of state a nd federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date Print Name Cynthia M. Overman, Mark S. Overman
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
❑DCM MP-3 Upland Development
❑DCM MP-4 Structures Information
,3-ti t7 ,, ,. :3 Cif .� ,cf, 11 '.. re c,g .: wV. ., n.r.+:s � •N�+a,', , ,;. rat. rye's

1Receind
Form DCM MP-1 (Page 4 of 4)
OCT $9X2
DCPvi-EC
APPLICATION for
MajlOI Development Permit
o. jr4auntonar mrormanon -
In addition to this completed application form. (MP -1) the following items belay, it applicable, must be submitted In order for application
Package to be complete Items (a) — I0 are always applicable to any major development Oppbcahon Please consult a application
instruction booklet on how to propedy prepare the required items below
._
a. A project narrative. Attached
b. An accurate, dated work plat lincludiny plan vie w and cross -sectional drawings) drawn to scale. PI ease give the p
went status of the
proposed project. Is any portion already complete? If previously authorized work. clearly indicate o n maps, plats,
rawings to distinguish
between work completed and proposed. Attached
C. A site or location map that is sufficiently data fled to guide agency personnel unfamiliar with the area to the site.
Attached
d. A copy of the deed (with stale application only) or other instrument under which the applicant clai ms title to the a0
led properties.
Atlac_h_ed_
--------- ----_____
e. Tha appropriate application fee. Check or money order made payable to DENR. Attached
_
I. A list of the names and complete addresses of t he adjacent waterfront (riparian) landowners and in gned return receipts
as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be a dvised that
Oey have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
j
Name Perquimens County NC Phone No{252)
28-8484
Address PO Box 45, 128 N. Church St.. Hertford, NC 27944
Name Timothy J. & Kristine J. Corprew Phone No. (252)
40-2523
Address 910 Wynne Fork Road, Hertford. NC 27944
Name Phone No.
Address NA NA
U. A list of previous state or federal permits iss tied for work on the project tract. Include permit numbers, permiltee, a
d issuing dates.
CAMA Major Permit #58.17 issued May 8 2017 to Elite Management LLC
h. Signed consultant or agent aulhodzation form. I f applicable. Attached
I. Wetland delineetlon.lnecessary. Attached
j. A signed AEC hazard notice for projects in ocean front and inlet areas. (Must be signed bypropedy owner)
NA
It. A statement of compliance with the N.C. Environm enlal Policy Act (N.C.G.S. 113A 1-1(i if necessary. If the prole
Involves expenditure
of public funds or use of public lands. attach a st element documenting compliance with the North Carol ina Environ
entaf Policy Act.
NA
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development descri
ad in the application.
The project will be subject to the conditions and restrictions contained In the permit.
I certify that I am authorized to grant. and do in fact grant permission to representatives of state and fd
apep
al review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit
ication and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best Of my knowledge.
Date �i% 2�' 2 0 Z C7 Print Name nthia M. Overman, Mark S. Overman
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
DDCM MP-3 Upland Development
❑DCM MP-4 Structures Information

Receind
Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
NOV 3) 2C:[
®MEC
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation a nd/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
NA
NA
NA
156 ft
NA
NA
NA
Width
NA
NA
NA
75 ft
NA
NA
NA
Avg. Existing
NA
NA
NA
2 ft
NA
NA
NA
Depth
Final Project
NA
NA
NA
2 ft
NA
NA
NA
Depth
11. 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.
Sand and topsoil
12 cubic yards
c. (i) Does the area to be excavated include coastal wetlands/marsh d. High -ground excavation In cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the 350 cu.vd. total excavation
number of square feet affected.
❑CW ❑SAV ❑SB _
❑WL ®None
(it) Describe the purpose of the excavation in these areas:
Excavation below NWL is to match existing bottom contour
of adjacent existing ramp. Evenness of bottom o ramp will
facilitate launching of vessels
12. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a. Location of disposal area.
1.7-ac upland area east of ramp, landward of CAMA 30-ft buffer
c. (i) Do you claim title to disposal area?
®Yes ❑No ❑NA
(it) If no, attach a letter granting permission from the owner.
NA
e. (I) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB _
❑WL ®None
(it) Describe the purpose of disposal in these areas:
Upland disposal area is convenient for construction and will
add to other fill to be brought from offsite.
area.
98' x 154' x 125' x 158' polygon, excavated fill will add 2.6 inches
o elevation i spread even y see lagram .
d. (I) Will a disposal area be available for future maintenance?
®Yes ONO ❑NA
III) If yes, where?
Elsewhere on same 9.88-ac parcel
f. (i) Does the disposal include any area in the water?
[]Yes ENO ❑NA
(11) If yes, how much water area is affected?
NA

Receind
NOV 3 ) 2uj
3. SHORELINE STABILIZATION ❑This sectlop n �pg/' ble
(If development is a wood groin, use MP-4 — Structures) LuJ tl�/� tElCi
a. Type of shoreline stabilization: b. Length: 5 9'
®Bulkhead ❑x Riprap ❑Breakwater/Sill ❑Other: Width: 2'
c. Average distance waterward of NHW or NWL: d. Maximum distance wateward of NHW or NWL:
2 feet 2 feet
e. Type of stabilization material: f. (i) Has there been shoreline erosion during preceding 12
Corrugated sheet steel piles, granite riprap months?
®Yes ❑No DNA
(11) If yes, state amount of erosion and source of erosion amount
information;
Two breaches in pre-existing steel bulkhead: 22-ft long eroding 141
sci t. & 24-ft long eroding 226 sq.ft. Source GE Pro (2012 aerial)
g. Number of square feet of fill to be placed belowwater level.
Bulkhead backfill 396 (198' Riprap 30
,13reakwaterell x 2) Other-
1. Source of fill material.
Sand - River Farms Sand Mine adiacent parcel
riprap - Vulcan Materials, Elizabeth City
h. Type of fill material.
Sand
4. OTHER FILL ACTIVITIES ❑This section not applicable
(Excluding Shoreline Stabilization)
a. (1) Will fill material be brought to the site? ®Yes ❑No DNA b. (I) Will fill material be placed in coastal wetlands/marsh (CW),
If yes, submerged aquatic vegetation (SAV), shell bottom (SB), or
g Amount of material to be laced in the water None other wetlands (WL)? If any boxes are checked, provide the
() P number of square feet affected.
(iii) Dimensions of fill area 9350 sq.ft. (L-shape, see diagram) ❑CW ❑SAV — ❑SB _
(iv) Purpose of fill OWL ®None
Grade and level future processing area at foot of pier (11) Describe the purpose of the fill in these areas:
(future modified CAMA permit) NA
5. GENERAL
a. How will excavated or fill material be kept on site and erosion
controlled?
Silt fence around perimeter of all fill areas.
c. (i) Will navigational aids be required as a result of the project?
❑Yes ®No DNA
(ii) If yes, explain what type and how they will be implemented.
Date
November 26, 2020
East Coast Marine Properties Shoreline
Project Name
backhoe, or hydraulic
Excavator, backhoe, loader, skid -steer loader, bulldozer
d. (1) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No ❑NA
(11) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
NA
Cynthia M. Overman, Mark S. Overman
wigiftoysigne Y Ken wiioft
Applicart tJ�me n Elliott R a onniof this �tl st`tothe 8=racyeantl ntegnty
KC^ Lowtbn ' noApplicant Signature Data: zozall$e 22:a0:39
Ken Elliott, for Cynthia & Mark Overman

Excise Tax: $730.00
This instrument prepared by: C. Boyd Sturges, III
A Licensed North Carolina attorney.
Delinquent Taxes, if any, to be paid by the closing attorney
to the county Tax Collector upon disbursement of
closing proceeds.
3o)q - ydI
PERQUIMANS COUNTY
LAND TRANSFER TAX
AMOUNT$i,
PATD s-ikia
Recelli d
UCI 2 31.,;t
DCM-EC
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: $730.00
Parcel Identifier No. 78591299 7000 Verified by County on the _ day of 20
By: _
Mail/Boxto: Bold for Thompson and-'Pureza PA, 101 West Main Street, Elizabeth City, NC
This instrument was prepared by: DAVIS , STURGES & TOMLINSON PLLC
Brief description for the Index: Lot 1, Sec. B, Perquimans County
THIS DEED made this TZ WD day of
ELITE MGMT GROUP, L.L.C.
A Virginia L.L.C. authorized to do
business in North Carolina
5803 Curlew Drive
Norfolk, VA 23502
20 19, by and between
EAST COAST MARINE PROPERTIES, LLC
A North Carolina Limited Liability
Company
116 Carrington Island Road
Shawboro, NC 27973
Enter in appropriate block for each Grantor and Grantee: name, mailing address, and, if appropriate, character of entity, e.g.
corporation or partnership.
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, fora valuable consideration paid by the Grantee, the receipt ofwhich is hereby acknowledged, has and
by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot, parcel of land or condominium
unit situated in the City of I Bethel Township, Perquimans
County, North Carolina and more particularly described as follows:
See attached "Exhibit A" for description.
TITLE NOT EXAMINED BY SELLER'S ATTORNEY
The property hereinabove described was acquired by Grantor by instrument recorded in Book page
All or a portion of the property herein conveyed_ includes or —r does not include the primary residence of a Grantor
Pagel or2
NC Bar Associaion Form No. 3 C 1976, Revised O 1977, 2002.2013 This standard form has been approved by:
Printed by Agreement with the NC Bar Association —1991 North Carolina Bar Association — NC Bar Form No. 3
names Williams & Cc., Inc 6 w"w.iamenvilllams.com

Exhibit"A"
All that owlsin lot or paneel of lend situated In Bethel Township. Psrquimsns County,
North Carolina, and more particularly dmar bed sa follows:
Lot 1, Section B of the Perquimens County Commmes Contra, a 9.88 &"a uaat as shown
on the plat eethlad "Survey for Ptaquknens Gemny Commem Contra, Bethel Township,
P"Imans County, North Catolhx, dated January 4, 2001 said phi being recorded in
Plat Cabinet 2, Slide 90,Map 8ofthe PaWimensCounty Registry. For chain offide,
see Treat No. one in the deed recorded in Real Estate Book 1634 Page 548 of said
Registry and Deed recorded in Book217, Page 9 of aid Registry.
Alto conveyed hereby is a PmPehrel, non-exchuive right-of-way over and upon the 60,
wide road referred to as B%ISTMO ROAD on aid plat. .
]iris conveyance is made subject to the Proeeotive Coveaam■ set out in elm Declaration of
Protective Coverunp rteoNW in Real Estate Book 204, Page 462 and Book 217, Page 3
of the PeMidn'sna County Registry, a amended, and subject to the Utility Easements
Shown on the plat recorded in Plat Cabinet 2, Slide 91, Maps 1 and 2 of said Registry.
Received
OCI 2 3 2C.f
®MEC

Recei d
VC 1 2 3 2p:(
IN WITNESS WHERFnR the Grantor has duly executed the foregoing as of the day and year first abo�X
ELITE MGMT GROUP, L.L.C. C.
(Entity Nae) —Ll
m
By: v Yl0
Print/Type Name & Title: Maria D. Rivera, Member -
Manager
Print/Type Name & Title:
Print/Type Name &
Print/Type Name:__
Print/Type Name: (SEAL
Print/Type Name:_ (SEAL
Print/Type Name: (SEAL _ _
State of - County or City of
1, the undersigned Notary Public of the County or City and State aforesaid, certify that
- personally appeared before me this day and
acknowledged the due execution of the foregoing instrument for tite purposes therein expressed.
Witness my hand and Notarial stamp or seal this _ day Of 20
My Commission Expires:—
Notary Public
Notary's Printed or Typed Name
•l v�i \\li' State of -County or City of
1, the undersigned Notary Public of the County or City and State aforesaid, certify that
personally appeared before me this day and
acknowledged the due execution of the foregoing instrument for the purposes therein expressed.
Witness my hand and Notarial stamp or seal this _ day of 20
My Commission Expires:
\!:.. �1.11.
NI \1 I \\II'
Public
Notary's Printed or Typed Name
State of K1 9611214 - CeaMYw Cityof "' t-
ill
1, the undersigned NotaryPublic ofthe County or City and State aforesaid, certify that
Maria D. Rivera - personallyappearedbeforemethi —day and
acknowledged that she is the M mber- of Elite Migmt Grout)L.L.C.
a North Carolina df V 1 KG / w[/A 7G4►poYatWNlimited IT
liability company/geoenr*
�idii4%l�Ni}i MRSIFWKWRWstrike through the inapplicable), and that by authority duly given and as
the act of such entity, a he signed the foregoing instrument in its name on its behalfas its act and deed.
Witness my hand and Notarial stamp or seal this �ay o LPL 2019
My Commission Expires: S •3/- Zf
o-'c�U/=FAR.7-x Notary Public
Notary's Printed or Typed Name
Page 2 of 2
NC Bar Association Form No. 3 01976, Revised 0 1977. 2002. 2013 This standard form has been a ved
Prinled A FMo �3
by Bre & Co . Ine the %" Bar Associnion - 1961 Noah Carolina Bar Assaiation - t•1C Par Fomt No. 3
James Williams & Co.. Inc. • wwwjemeswBiiems.com

MAJOR PERMIT FEE MATRIX
Applicant: Czsi- Cna5� fhn iw I?rooerhes . l _t.G
Selection
Development
DCM %
DWQ %
Tnot$250
(143001601435100093 1625 6253)
(243001602 435100095 2341)
I. Private, noncom
development that d
100% ($250)
0%($0)
involve the filling o
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 an 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 applies:
III(A). Private, non-
commercial development, if
$250
100% ($250)
0% ($0)
General Water Quality
Certification No. 4175 (See
attached) can be applied:
III(B). Public or commercial
Q
development, if General
$400
100% ($400)
0% ($0)
Water Quality Certification
No. 4175(See attached)
can be applied:
III(C). If General Water
Quality Certification No.
$400
60% ($240)
40% ($160)
4175 (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
,
life:
III(D). If General Water
Quality Certification No.
$400
60% ($240)
40% ($160)
4175 (see attached) cannot
be a lied:
Eaquatic
IV. For development that
Ej
involves the filling and/or
$475
60% ($285)
40% ($190)
excavation of more than
one acre of wetlands and/or
open water areas:

\ \o
\ \9
\ \\'
N/F
TIMOTHY&
KRISTINE \\ \\
CORPREW
PL•gA5•T�C-SAP`S11N'E • • _ \ \
\
\
\
\
\
\
THIS MAP IS NOTA CERTIFIED
SURVEYAND HAS NOT BEEN REVIEWED
BYA LOCAL GOVERNMENTAGENCY FOR
COMPLIANCE WITH ANY APPLICABLE
LAND DEVELOPMENT REGULATIONS.
N/F
EAST COAST MARINE
PROPERTIES LLC
........................
TREE TO
POSED BE REMOVED t EXCAVATE HIGH GROUND
PROPOSED
• q•('----- d0 DOWN TO WATERLEVEL, THEN
EXCAVATE BELOW NWL TO MATCH
PROTECTION "' EXISTING SLOPE OF ADJACENT BOTTOM
20' x 4' 91 SO.FT
(30 SF BELOW CURRENT WL) t .20 -224 SO.FT.
SHORELINE 315 SO. FT. TOTAL
91 NWL 40
1 O • ., SF -1.6 111 64" c
i '"• • Bp SAry
V
ko QO
NWL 224 SF 2.0
_' EXISTING •••' 20
��Q PROPOSED—��''••
Q� RAMP TO BE EXCAVATED A
TO SAME LEVEL, GRADE q\ REMOVE
& LENGTH AS EXISTING �AMP `EXISTING
O; v
2 �; ��-�
vSS• \ ,» BULKHEAD
o"J\ ;. • �' EXCAVATION jo�'
r y AREA
,•' O WIDEN RAMP
3 O TO75FTW
4 _
3
y �••
7EXISTING DIRT 0}
RAMP TO RIVER
40 FT WIDE
�G 132 FT LONGKs
PRE -CONSTRUCTION VIEW
PERQUIMANS RIVER EAST COAST MARINE PROPERTIES
SHORELINE PROJECT
116 N. GRANBY ST
hP�jpq, HERTFORD, NC 27944
B CA I ved PERQUIMANS COUNTY
NOV 3 9 10"0 MAP BY ELLIOTT CONSULTING
• OCTOBER 22, 2020
REVISED NOV 20. 2020
3.0
Dirdl-E SCALE: 1 IN = 30 FT
�
EXISTING CF( eU(
2My BULKHEAD�� kyF,GO -20
BREACH
141 SG.FT 6rMq -3.0
ym kWgr .f.6
E%EL UL
BULKHEADBUSnNG
LKHEAD
KHEAD
F
' BREACH —' •
226 SOFT h}ig / O 2.0
FRESH FILLAREA
0.22 AC
45
A C
` ?SA
\
EXCAVATED SPOIL `
DISPOSALAREA
\
0.39 AC
30 0 16 30 60
l
(IN FEET)
finch = 30 h.
-3.0
PERQUIMANS RIVER
-zo EBB —
< FLOW
REPAIR OR"`
REPLACE EXISTING
BULKHEAD -22'
\ \ ` N FT CA A SETBACK
N/F
PERQUIMANS
COUNTYNC
`--------K5FTAEC----
LEGEND
PROPERTY LINE/NWL ----
LIMITS OF DISTURBANCE •••••••
EXISTING BULKHEAD<-
---
PROPOSED BULKHEAD
CAMA SHORELINE SETBACKS - - -
WATERDEPTH(RELATIVE TONWL) -20
USACE WETLANDS EDGE fD
PAGE 1 OF 6

PRE -CONSTRUCTION VIEW
--CURRENT NWL
ORELINE
OVERMAN PARCELR
PROPOSED
\\
EAST COAST MARINE PROPERTIES
\ O
SHORELINE PROJECT
BULKHEAD AD
BULKHEAD
116 N. GRANBY ST.
HERTFORD, NC 27944
�\ \
PERQUIMANS COUNTY
MAPBYEl-UCT CONSULTING
KRISTINECORPREVJ
OCTOBER 22,2D20
REVISED NOV 20,2020
CULTIVATED
/ USACE
TURFGRASSFARM
DELINEATED-->• ��
SCALE: 1 IN =120 FT
_ / WETLANDS
EXI-ING\���
\
ESTIMATEDDIRTRAMP
R
,
\ WETLANDS—ti:::
40 FT WID
40FTWDE
LINE PER
EXCAVAPONAREATO
WIDEN RAMP -TO 76 FT
,I
,
\
\ ESTIMATED
\ WETLANDS—�
\ LINE
...................:* ,
w
EASTCOASTMARINE
PROPERTIES, LLC
NF
PERCUIMANS
COUNTY
SLOG
&Mx125 ,
PROPOSED NEW
BULKHEAD IN FROM
OF EXISTING BULKHEAD
NSF
PERQUIMANS COUNTY
THIS MAP IS NOT CERTIFIED
SURVEY AND HAS NOT BEEN REVIEWED
PERQUIMANS RIVER BY A LOCAL GOVERNMENT AGENCY FOR
EBB COMPLIANCE WITH ANY APPLICABLE
FLOW LAND DEVELOPMENT REGULATIONS.
Receind
DMEC
PEROUIMANS COUNTY
PUBLIC BOAT RAMP
j \ \
I \ \
j NF \
PERQUIMANS C\
j WNTY \\ \
... ESTIMATEDWETLANDS \
LINE PER USFWS "''�\..........,,
/ a /
ACCESS
ROAD
(DIRT)
O /
EX BLDG
•y j� 120 0 so 120 240
/ (IN FEET)
finch: 120 R.
LEGEND
PROPERTY LINE/NWL ----
LIMIT OF DISTURBANCE ---
EXISTING BULKHEAD
PROPOSED BULKHEAD -
CAMA SHORELINE SETBACKS --
WOODED FOLIAGE
WETLANDS EDGE, USAGE
WETLANDS EDGE, USFWS •'••••
PAGE 2 OF 6

` POST -CONSTRUCTION VIEW
` `ry EAST COAST MARINE PROPERTIES
PROTECTION s FLANK q, -9.0 PERQUIMANS RIVER N
PROTECTION SHORELINE PROJECT
\ `e90 'SOS 20'•4' -�� EBB— 116 N. GRANBY ST
FLOW HERTFORD, NC 27944
` \\ /•' tiF £{',l� PERQUIMANS COUNTY
` ? -to 4.5 -a�i�� o d
`� �/\ .20 ryry MAP OCTOBER 22, 2020LTING
9n\ /•• \\ U�•••• Is, -to y0 .�,0 N�V J �� REVISED NOV 20, 2020
N/F \ ` �'' �' 0 -20 SCALE: 1 IN = 30 FT
TIMOTHY & \ � / `\ �� J��Q• ��J� (�N�/N D C o 15 30 60
KRISTINE \ ti. .. (
CORPREW
�� O -4.0 (IN FEET)
\ o Ot
-3.0 finch =30ft.
• n
' 9CSAPS`T'NTRRINE • _ `\ • �s�^� \
di- \ O
so
FRESH FILL AREA PERQUIMANS RIVER
0.22AC -20
STEEL / N L
BULKHEAD - 22'
••�� 30 FT CAM1gg SETBACK — — —
i
RUN OF CREEK • \ \ 0
EXCAVATED SPOIL
DISPOSALAREA N/F
0.39 AC ` :%• PERQUIMANS
0
COUNTY NC
Co
�q LEGEND
PROPERTY LINE/NWL �••'
LIMITS OF DISTURBANCE ......•
Xn EXISTING BULKHEAD
THIS MAP IS NOTA CERTIFIED PROPOSED BULKHEAD
SURVEYAND HAS NOT BEEN REVIEWED .4/ - -
BYALOCALGOVERNMENTAGENCYFOR •• M�; OF ;�� CAMASHORH(RESETBACKS -
COMPLIANCE WITH ANYAPPLICABLE '•S$g`�- WATER DEPTH (RELATIVE TO NVJL) -20
LAND DEVELOPMENT REGULATIONS. EAST COAST MARINE ���Y��••
PROPERTIES LLC ...
PAGE 3 OF 6

POST -CONSTRUCTION VIEW
OVERMAN PARCEL
EAST COAST MARINE PROPERTIES
SHORELINE PROJECT
116 N. GRANBY ST.
HERTFORD, NC 27944
PERQUIMANS COUNTY
NSF
TI
MAPBYELLIOTTCONSULTING
KRISIINE CORDORPREtiV
OCTOBER 22, 2Y20
REVISED NOV 202020
CULTIVATED
TURFGRASS FARM
SCALE: 1 IN =120 FT
TRH R\
USACE
DELINEATED —�
WETLANDS
ESTIMATED
WETLANDS
LINE PER
USFWS
......................pWVUSF ....................... _:...
BP
/.. �...
j�..�..-�..�../
j •\
/ \ ESTIMATED
\ WETLANDS
�•'�\ LINE
NIF
EAST COAST MARINE
PROPERTIES, LLC
NF
PEROUIMANS
COUNTY
NEW OIL
CURRENT NWL
SHORELINE
PROPOSED
NEW
BULKHEAj � NEW NVVL
SHORELINEUN
E
EX
BLDG
87 x 125
EX
BLDG
50x100
SLAB
25 100
PERQUIMANS RIVER
EBB -
FLOW
PROPOSEDNEW
BULKHEAD IN FROM
OF EXISTING BULKHEAD
THIS MAP IS NOT A CERTIFIED
SURVEYAND HAS NOT BEEN REVIEWED
BY A LOCAL GOVERNMENT AGENCY FOR
COMPLIANCE WITH ANY APPLICABLE
LAND DEVELOPMENT REGULATIONS.
Receind
'ERIUIMANS COUNRDMEG
V
�k UBLIC BOAT RAMP
PEROUIMANSCOUMY
I \ \
i \ \
NF \
PEOUIMANS C\' \
COUNTY \\ \
.... ESII,MATED WERANO'
LINE PER USFWS �.\...,,._
ACCESS
ROAD
•• (DIRT)
O / cis
'•\ EX BLDG
.\ •y j 120 0 so 120 240
j /Q-cc (IN FEET)
linch = 120 ft.
LEGEND
PROPERTY LINE/NWL --
LIMIT OFDISTURBANCE ----
EXISTING BULKHEAD
PROPOSED BULKHEAD
CAMA SHORELINE SETBACKS --
WOODED FOLIAGE
WETLANDS EDGE, USACE
WETLANDS EDGE, USFWS
PAGE 4 OF 6

PZC SHEET PILING PROPERTIES �1�1+2) 2eu(
PZC profiles are named for their strength in metric designations. For example, PZC 18 has a Section MI)CwprEC
1,800 cm3/meter. Make PZC sheet piling your first choice for its unmatched combination of drivability,
ruggedness, and strength to weight efficiency. The following PZC sections are part of the Guide Specification
published by the U.S. Army Corps of Engineers.
Per Single Section
Per Unit of Wall
Nominal
Wall
Wen
Flange
Area
We,M
Momentof
Section
Total
Nominal
Area
Weight
Momentol
section
'Micah
Depth
ThmAneas Thickness
Ineria
Modulus
Surface
coating
Inertia
Modulus
gleigMl
Area
Area'
Section In.
in.
in
in
in.'
Ibs!!1
In.'
in.'
Wait
Wart
in
Rise'
in. 1a1
m.Wt
m•ca
.t
:VP
lima
e
r. v.
'll
0
.'. ii.l
r... 1p
AJ,I
27.88
12.56
0.376
0.376
14.82
50.4
353.0
56.2
6.10
6.60
6.38
21.7
152.0
24.2
PZC 13
IDi
3p?
7'i
95
9i8
75'
r,tt�
970
t.X
V1
1..35I
1"
2J7i.D
130.1
27.88
12.60
OA20
0.420
16.15
55.0
381.6
60.5
6.10
6.60
6.95
23.7
164.3
26.0
PZC 14
e A08
d20
'07
107
1042
878
FM
aU
I%
1.71
1472
1155
22440
1.0)
25.00
15.25
0376
0.376
14.82
50.4
532.2
69.8
6.10
5.60
712
24.2
2555
33.5
PZc18
f�5
'iF7
.95
g5
90.6
751
221G1
,.,...
I'A'
171
7S05
1192
348Ce1
Idfx�
25.00
15.30
OA20
0.420
16.16
56..0
576.3
75.3
610
5.60
7.75
26.4
276.E
36.1
PZC 19
6.2i
uA°
19i
't77
1012
Af9
23M
1,2"s
!16
171
1611
1286
37789
1415
27.88
17.66
0.485
0.560
20.40
69.4
938.7
106.3
6.65
6.15
8.78
29.9
404.1
45.7
PZC 25
705
449
_.,
142
131.E
1033
1740
21f
1.87
1849
1459
[q 04
216.5
27.88
17.70
0.525
0.600
21.72
73.9
994.3
112.4
6.65
6.15
9.35
31.8
428.1
48.A
PZC 26 713
460
:313
1.52
i411
1100
410
18.10
20.4
IV
I979
1.5i4
58Q
20,17
27.88
17.75
0.570
0.645
2322
79.0
1,057
119.1
6.65
6.15
10.00
34.0
465.1
51.3
PZC 28 .1
4i1
!45
`.54
!4.48
1775
440p
1^i0
2Qt
187
2115
1661
0, 0
27£5
'Both sides of sheetexcludes socket interior
and ball of interlock.
All dimensions
given are nominal. Actual Range and web thicknesses vary
due to
mill rolling practices: howeverpermitted variations for such
dimensions
are not addressed.
0.375"
0.60"
PZC 13
0.375"
PZC 18
F 9.51111
PZC Y6
_
1521»ni
6
51nm
54
51
j-
42
1528.
17
12 56"
387 nun
min
319 milt "
0
05
0 3,
75"
�0.525"
111
9.5 mm
0 376'
y.5
in
nini
9.5 mm
g's
mm
0.60"
133 mm
152 min
z7 as"
J
25"
.-�
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708
mm
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--
73> nfm
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27.8
.. ---7Da
nim
PAGE 5OF6

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