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ENVIRONMENTAL PROFES PAGE 02
TOTAL P•02
DIVISION OF COASTAL MANAGEMENT RECEIVED
FIELD EWESTIGATION REPORT 2 1511'8
ENVIRONMENTALSCIENCES
1. APPLICANT'S NAME: John W. Harris
0 4
2. LOCATION OF PROJECT SITE: End of Major Street, off NC 37, Winfall Town Limits, Perquimans
County, Perquimans River
Photo Index - 1995: 160-1650 (T-3, U-2,3) 1989: 118-1 (J-24)
1984: 116-806 (B,C-4) 1979: 128-1610 (Q,R-13)
State Plane Coordinates - X: 2747300 Y: 904430
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - November 12, 1997
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - December 10, 1997
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Perquimans County
Land Classification From LUP - Conservation; Developed
(B) AEC(s) Involved: PT
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - Canal and basin
Planned - Enlarge canal and basin
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
T)RFTX;FT) FTT.T .F.T)
OTHER
(A) Vegetated Wetlands
Fringe 800 s q. ft.
(B) Non-Vegetated Wetlands
PT 14,700 s q. ft.
(C) Other
Upland 62 500 s .ft. 173,250 s .ft.
(D) Total Area Disturbed: 265,950 sq. ft. (6.11 ac.) Total Land Disturbed 236,550 sq. ft. (5.43 ac.)
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: N/A
8. PROJECT SUMMARY: The applicant proposes to expand an existing canal and basin in Public Trust
Waters. The basin will be enlarged from an existing size of 65' x 80' to a size of 200' x 250' and the
canal will be enlarged/widened from an existing size of 25' to a size of 70'.
John W. Harris
Bio Report
Page Two
The applicant owns a 16.03 acre tract located at the end of Major Street of NC 37,
within the Winfall Town limits, Perquimans County. A man-made canal leads from the
Perquimans River, through an adjacent tract owned by the Town of Winfall and into the
applicant's property. The western boundary of the property is the Norfolk and Southern
Railway Company, Inc. causeway to the train bridge across the Perquimans River. The tract
originally contained 19.4 acres. In 1996 the Town of Winfall was conveyed 3.367 acres for a
waterfront park resulting in the current tract size (16.03 acres). The property has an elevation
of approximately 6 ft. above NWL (normal water level) and is mostly flat and open with
indigenous grasses and loblolly pine (Pinus taeda) being the primary vegetation on site. The
site is periodically mowed and/or disked. The property served as the location for the Major
Loomis Lumber Mill that existed until the 1940's. Currently, a portion of the property is the
site of a concrete mixing business. Other man-made features on the property include the canal
and a basin.
The canal is located on the western side of the property and runs parallel to the Norfolk
and Southern Causeway. The canal is a continuation of the canal described in a recently
submitted CAMA field report for a Major Permit application for the Town of Winfall. The
applicant owns both canal banks and the canal was probably dug to provide fill for the railroad
causeway. The canal is approximately 400 ft. long, 20-25 ft. wide, and has a water depth of
4.5 ft. Located at the northern end of the canal is a 65' x 85' basin that has a maximum water
depth of 5 ft. Plant life existing along the NWL include arrow arrum (Peltandra virginica),
common reed (Phragmites communis), small sweetgum (Liquidambar styraciflua) and small
loblolly pine. The canal shoreline is considered a wetland fringe that averages 2 ft. in width.
A white water lilly (Nymphaea odorata) bed is established in a corner of the basin and floating
filamentous algae covered nearly half of the surface waters of the basin at the time of the site
visit. The canal waters appeared free of algae rafts. An agricultural drainage ditch is
connected to the basin and drains approximately 40 acres of adjacent farmland. The Division
of Environmental Management classifies the waters of the Perquimans River in this area as
SC.
The applicant proposes to widen and deepen the existing canal and to expand the existing
boat basin. The bank adjacent to the train causeway will not be disturbed. The applicant
proposes to match the canal width of the Winfall Major Permit proposal (45') at the shared
property line at the applicant's southern boundary. From the property line, the canal will be
widened to a uniform width of 70 ft. The proposed water depth at the property line is 51h ft.
and the proposed water depth for the canal end and the connecting boat basin expansion is 5 ft.
The applicant proposes to expand the existing 65' x 80' basin to a 200' x 250' basin. The
John W. Harris
Bio Report
Page Three
proposal calls for the basin expansion to occur to the north and east of the existing basin. All
spoil will be handled on site in a designated 3210' x 825' area. The wet spoil will be
surrounded by silt fencing to prevent sediment sloughing. Dry spoil will be spread and leveled
over the disposal area.
The dredging of the existing canal and basin will disturb approximately 14,700 sq.ft. of
existing Public Trust Area. The enlargement of the existing canal and basin will disturb 600
sq.ft. of uplands, destroy 800 sq.ft. of wetland fringe and create 63,300 sq.ft. of additional
Public Trust Area. It is estimated that 18,756 cubic yards of material will be excavated to
enlarge the canal and basin as proposed. This represents a 6,623 cubic yard increase from the
amount indicated by the applicant. The designated spoil handling site will occupy 173,250
sq. ft. of uplands. It is anticipated that two additional acres will be needed to accommodate all
spoil material. Additional area is available at the site. Water circulation and exchange within
the existing canal appears to be low. The configuration of the prepared basin will not enhance
water circulation and exchange.
The development proposal involves the Public Trust Waters Area of Environmental
Concern. The proposed project is not located within an area having historical/archeological
significance. The development site is not geologically unique. No submerged aquatic
vegetation was found at the development area.
A Perquimans Count Land Use Plan consistency review will be submitted at a later date.
Submitted by: Frank A. Jennings, III
Date: December 17, 1997
Form DCM-MP-1
APPLICATION RECE!Vr-')
??
OCT 3 0 ;97
(To be completed by all applicants)
b. City, town, community or landmark
Town of Winfall, NC
1. APPLICANT
a. Landowner:
Name John W. Harris
Address 6210-B Virginia Beach Blvd.
City Norfolk
Zip 23502
State VA
Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name Robert C. Baker, Jr.
Address P 0 Box 10
City Hertford
State NC
Zip 27944 Day Phone [phone]
Fax [phone]
c. Project name (if any) Winf all Landing
NOTE. Permit will be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Perquimans County
c. Street address or secondary road number
Major St. @ NC Route 37
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water nearest pro ect (e.g. river,
creek, sound, bay) Perquimans aver
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Existing 400' long canal to be
widened by 50'. Existing boat basin
to be lengthened b 170' and widened
by 135'. This project correspon s
wit own o in a app ication.
b. Is the proposed activity maintenance of an existing
project, new work, or both? Both
c. Will the project be for public, private or commercial
use? public/private
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages. fn conjunction with the
Town of Winfall - Winfall Landing
Project. This phase will provide for
small boat access to future residential
housing. The project wi enable
visitors an residents o Win all an
Perquimans County to visit by boat.
Revised 03/95

Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract
16.03 Acres
b. Size of individual lot(s) N/A
c. Approximate elevation of tr;ct above MHW or
NWL Six (6) feet AIWI,
d. Soil type(s) and texture(s) of tract
Augusta - Fine Sandy Loam
e. Vegetation on tract Pines, Hardwood, Grass
f. Man-made features now on tract Canals,
Boat basin, Road and Utilities
g. What is the CAMA hand Use Plan land
classification of the site? (consult the local land use plan.)
Conservation X Transitional
X Developed Community
Rural Other
h. How is the tract zoned by local government?
Highway - Commercial (H-C)
L Is the proposed project consistent with the applicable
zoning? X Yes No
(Anach zoning compliance certificate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
Are there wetlands on the site? X Yes No
Coastal (marsh) Other -7
If yes, has a delineation been conducted? Yes
(Attach documentation, if available) 2 ` waterline
wetlands per Frank Jennings, CAMA.
OCT 1997
m. Describe existing wastewater treatment facilities.
None currently on site. Townwide
waste water system under development.
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.)
Surface run-off.
o. Describe existing drinking water supply source.
County-wide water system line on
Maior Street.
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
D-.A..-A A1109
Form DCM-MP-1
L
-27
OCT G
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• 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. Upon signing this form, the applicant
further certifies that such notice has been provided.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
Name Town of Winfall, NC
Address P 0 Box 275, Winfall NC 27985
Phone -
Name Chesapeake & Albemarle RR, Co.
Address West Church St, Elizabeth City NC
Phone [phone]
Name
Address
Phone _
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
None
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the casts of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act. N/A
I certify that I am authorized to grant, and do in fact,
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 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.
This is the IV day of La_, 1997 .
Print Name ?? P
Signature- X7!5 -
wrur or Authorized Agent
v --
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MT-6 Marina Development
NOTE. Please sign and date each attachment in the
space provided at the bottom of each form.
Revised 03/95
• Form DCM-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-I. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Average Final
Erisdng Project
Len¢th Width Depth Depth
Access
channel
(MLw) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
N/A
ting
400' 20' 4'
anal 5' 5"

80, 65 S'

250' 200' S'
N/A

N/A :.. ;
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N/A

1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 7) 583 cu yds
b. Type of material to be excavated Fine Sandy
Loam
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? _X Yes No
(2' waterline wet]alds <$00sq. ft. tit 550 cu yd.
d. Highground excavation in cubic yards
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area On si to
b. Dimensions of disposal area
825 X 210 X 2' (4 acres)
c. Do you claim title to disposal area?
X Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? X Yes No
If yes, where) (51- site
Revised 03/95
Form DCM-M11-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
f. Does the disposal include any area in the water?
Yes X No
RECE1V D
If Yes, OCT 3 0 1997
(1) Amount of material to be placed in the
water
(2) Dimensions of fill area
(3) Purpose of fill
3. SHORELINE STABILIZATION N/A
a. Type of shoreline stabilization
Bulkhead Riprap
b. Length
c. Average distance waterward of MHW or NWL
d. Maximum distance waterward of MHW or NWL
e. Shoreline erosion during preceding 12 months
(Source of infornnation)
f. Type of bulkhead or riprap material
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfill
h. Type of fill material
i. Source of fill material
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? Silt fencing for
dewatering and run-off of spoil.
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
Dragline, backhoe, bulldozer
c. Will wetlands be cr3ssed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization) N/A
a. Will fill material be brought to site?
Yes No
Winfall Landing
Applicant or ject Name
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Date
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State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mr. John Harris
6210-B Virginia Beach Blvd.
Norfolk VA 23502
Dear Mr. Harris:

D E N R
January2l, 1998
DWQ Project # 980004
Perquimons County
The Division of Water Quality has reviewed your plans to excavate a canal located at Winfall Landing in
Perquimons County for canal extension and boat basin construction. Based on this review, we have identified
significant uses, which would be removed or degraded by this project. We are concerned that this long, dead and canal
would violate dissolved oxygen water quality standards. Furthermore, insufficient evidence is present in our files to
conclude that your project must be built as planned in waters and/or wetlands in accordance with 15A NCAC 2H .0506.
Therefore, unless modifications of the proposal are made as described below, we will have to move toward denial of
your 401 Certification as required by 15A NCAC 2H .0507(e) and will place this project on hold as incomplete until we
receive this additional information. Until we receive additional information, we are requesting (by copy of this letter)
that the U.S. Army Corps of Engineers and/or the N.C. Division of Coastal Management place your project on
administrative hold.
Please provide us with information supporting your position that states your project must be constructed as
planned and that you have no practicable alternative to placing fill in these waters and/or wetlands. Specifically can
you construct your project with either (1) a 300-foot long canal (or less) or (2) the use of an appropriate model, which
demonstrates that the dissolved oxygen (DO) standard will be protected? Any documentation such as maps and
narrative that you can supply to address alternative designs for your project may be helpful in our review of your 401
Certification.
Please respond within two weeks of the date of this letter by sending a copy of this information to me and one
copy to Ms. Deborah Sawyer, _DWQ Washington Regional Office at 1424 Carolina Avenue, Washington NC 27889.
If we do not hear from you in two weeks, we will assume that you no longer want to pursue this project and we will
consider the project as withdrawn. I can be reached at 919-733-1786 if you have any questions.
cc: Washington DWQ Regional Office
Wilmington Office Corps of Engineers
Central Files
John Dorney
Washington Field Office Corps of Engineers
John Parker; DCM
Sinc rel
John . Domey
Water Quality Certification Pro ram
980004.nty
Division of Water Quality • Non-Discharge Branch
4401 Reedy Creek Rd., Raleigh, NC 27626-0535 • Telephone [phone] • FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
Future Site of Winfall Landing
Winfall, NC (Perquimans County)

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DWQ/WARO
Fax:[phone] Oct 22 '99 10:36 P.01
DIVISION OF WATER QUALITY
WASHINGTON REGIONAL OFFICE
WASHINGTON. N.C. 27889
Phone: [phone]
FAX. 252-:946-9216.

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Econonrlc De°veloprRCenr Commkslen
ForgWrnaas ComV,, ,rlfarrh CaroltraQ
P.O. Hoe 10 3W- ('919)426-2427
Ili "Vord, NC 27944 VAX-. 2 926-M4
FAX NF- l0)UN2) M
te- February 11, 1998
zv.Ir. Fnmk A. Jemniro, M - Coastal Mamagemftt Repmseatafive
State of Nolrtlt Carolina. Department of Environmat4 Hsaitk and Natural Resoume,
Division of Coastal I aUnq=ent Wo fax [phone])
Ms. Deborah A. Sawyer -DBHNR Witter Quality
Mr. Joba W. Hants - thmer
Mayor Fired Yates - Town of WifiN, NC
Mir. Paul Gregory - Cotiaty Mona Perquimm Comfy, NC
Mr. Ro tley Johnson- Albwwle RC do D
PCEDC -
Rown Baker FCEDC Rg,
&OW.= John W. Harris (Winfall Unding)1.4jur Permit Application.
Thank you far your intsr est acid coping prof=lonail assistance. This N9240 is to update your office
on the status of our project and to provide the rcsulto of a irccaat site mecting vdth DFITIR
reprosmatives. On January 9, 1998 Ms. Deborah Sawyer and M. Mok Fleck of DE NR along with
Mr. Rodney Tohnson of Albemarle RC&D oz+d myself met on site in Winfell to specifically discus's
current and propo 6d water quality concema.
Upon our phyaioal in;pection of the site and review of ** prox iously submitted applicatiou, Mc.
Sawyer and Mr. Fleck approved the proposed depth and width f nproveintn s to dire canal and basin.
Weed, it is apparaew these ehangrs will improve "flushing," and overall water quality in the canal.
However, M& sawyer and Mir. Fleck sugpoed that the proposed Harris canal should be shortened and
the adjeo t boat basin moved closer to 1118 Wibfall4brris property line. Tire owner bras rduetandy 17
aWoved of this chance. The result of this meethis is t1w attached revised plats which shows s Madder
or "bulb type' basin, (please see attaabr aw).
On JLmmy 22, 1998 dais tevised plan was submitted via f x to Mi. Sawyer and Mr. ?Wk and is
apparently still pending agency approval. I have not reoefved cormsponmace m this &A%%. To my
lmowledge, this is the only holdup on our project-WI other agencies seetm to bane appmed.
Theretbre and until we have flutter mpow, I tequen your office place this project on bold until we
receive wdttw/&A approval 9vm DEEM. Water Quality. Og=wise, a ptrojeot deniat would, ern
to burden the ov+mu4 with reapplication.
Please telephone me if thane are any questions.. Apin, thank you for your assistluam and attention,
Best regards.
Wetlands Tracking
?¦r ?r
Facility Name John W. Harris I County' Perquimans _j
Project Number 98 0004 County2
0Inactive J Region Washington
T)
Project Type purpose of constructing a boat basin I DCM Office Elizabeth City
Location off NC 37 I COE Office Washington
Last Total Total Total
Total Mit
401S Recvd Sent to Recvd Action 401 401 Mit
Recvd From Date Region Region Date Last Action Acres Feet Acres Feet
s? .
DCM
Inspections/ Violations
Inspection Date Inspector
?,: ?z« 1
Total for Project:
Compliant Letter Type Date Sent
q0
To: John Dorney j MAR 2
Planning Branch
WETU,NTI:
DIVISION OF ENVIRONMENTAL MANAGEMENT
CAMA/COE PERMIT APPLICATION REVIEW
WaRO PROJECT # WQ SUPERVISOR: THO E
REVIEWER: SAWYER DATE: 2-7
WETLAND INFORMATION FOR CENTRAL OFFICE TRACKING
PERMIT YR: 91 PERMIT NO.: COUNTY: QtvC
PROJECT NAME :
PROJECT TYPE: PERMIT TYPE: L CAMAf,COE
COE #: DOT #:
?--/
RCD FROM CDA: DCM DATE FROM CDA: g?
REG OFFICE: WaRO RIVER ACID SUB WIN #: S ?-
STREAM OR ADJACENT WATER BODY: 1 1
CLASS : S Chi STREAM INDEX #: -3,> OPEN OR CLOSEp:
WL IMPACT : X/ WL TYPE :
WL REQUESTED: WL ACR EST:
HYDRO CNECT?: WL SCORE:
MITIGATION: MITIGATION TYPE:
MITIGATION SIZE: RATING SHEET ATTACHED?
RECOMMENDATION: ISSUE ISSUE/COND DENY HOLD
STORMWATER PLAN REQ'D• IF YES, DATE APP D:
PROJECT DESCRIPTION:
WATER QUALITY CERT. (401)
CERT. REQ'D:
IF YES PE:
SEWAGE DISPOSI(L
TYPE '&F DISPOSAL PROPOSED:
(EXISTING, PROP SED, SEPTIC TANK ETC.)
TO BE PERMITTED BY:
(DEM, DHS, UNTY)
IF BY DEM, IS SITE ILABLE AND PERMIT ISSUANCE PROBABLE:
WATER/WETLAND FILL
AREA OF F WATER: WETLAND:
IS FILL LIMINATING A SIGNIFICANT USE?
DREDGING
AREA TO B REDGED:
IS DREDGING A IVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS OF
RESOURCE?
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED?
MARINA
ARE THE FOLLOWAG ADEQUATELY ADDRESSED?
SEWAGE DISPOSAL: MARINA SERVICES:
OXYGEN IN BASIN: CLOSURE OF SHELLFISHING WATERS:
CC: WaRO; Central Files; DOM Field Offices; COE Washington Office
RECOMMENDED CONDITIONS OR PERMIT RESTRICTIONS :
?A' 0
-D
F®-26-1998 15:22 FROM
OF
COASTAL
MANAGEMENT
TO 1 700 975 3716 P.01i13
DIVISION
OF
MARINE
FISHERIES
TO- 0e bG,,ef4 4 ?S,g wVc?e
FROM: GJN/.y S
DATE:
RE:
?-/fN )=#4-c_ L
FAX #. [phone]
PAGES INCLUDING COVER SHEET
DIVISION
DEPART W W ENVi MMM
HEALTH, AND NATURAL RMS7URM
F®-26-1998 15:28 FROM
State of North Carolina
Department of Environrnent,
Health, and Natural Resources
Division of Coastal Management . .
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Roger N. Schecter, Director
TO: Deborah Sawyer
FROM: Frank A_ Jennings
SUMECT: Application for CAMA Major Permit
DATE: December 22, 1997
TO 1 700 975 3716 P.13i13
74VA
Attached is an application by John W. Harris, which was received by me on December 10,
1997. I am considering this application complete, have acknowledged receipt, and have begun
Processing.
If you have any questions, do not hesitate to contact me.
Enclosures
1367 Us, 17 south, Elisabeth My, Nash Carolina 27908 TefepW* 919-2843901 FAX [phone]
An Equal Oppodundy Aflimiattve Actlon Employer 50% "W/ 10% "-consumer paper
TOTAL P.13
F®-26-1995 1527 FROM TO 1 700 975 3716 P.12/13
DIVISION OF COASTAL MANAGEMMNT
kIED I'ESTIGATION REPORT
1. APPLICANT'S NAME: John W. Harris
2. LOCATION OF PROJECT SITE: End of Major Street, off NC 37, Winfall Town Limits, Perquimans
County, Perquimans River
Photo Index - 1995: 160-1650 (r-3, U-2,3) 1989: 118-1 (J-2d)
1984: 116-806 (B,C-4) 1979: 128-1610 (Q,R-13)
State Plane Coordinates - X: 2747300 Y: 904430
3. INVESTIGATION TYPE: CAMA/D&F
4. 114VESTIGATIVE PROCEDURE: Dates of Site Visit - November 12, 1997
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - December 10, 1997
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Perquimans County
Land Classification From LUP - Conservation; Developed
(B) AEC(s) Involved: PT
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - Canal and basin
Planned - Enlarge canal and basin
(G) Estimated Annual Rate of Erosion; N/A
Source - N/A
7. HABITAT DESCRIPTION: [AR]EA]
7 %10 VMM 2%=r% r±rr T T7r% ?.rnn+.ti
(A) Vegetated Wetlands
Fringe 800 . ft.
Non-Vegetated Wetlands
PT 14 700 .ft,
Other
L(C)
U land 62,5m . A 173,250 . ft.
(D) Total Area Disturbed: 265,950 sq.ft. (6.11 ac.) Total Land Disturbed 236,550 sq.R. (5.43 ac.)
(E) Primary Nursery Area: No
() Water Classification: SC Open: N/A
8. PROJECT SUMMARY: The applicant proposes to expand an existing canal and basin in Public Trust
Waters. The basin will be enlarged from an existing size of 65' x 80' to a size of 200' x 250' and the
canal will be enlarged/widened from an existing size of 25' to a size of 70'.
F®-26-1998 15 : 22 FROI I
rohn W. Harris
Biv Report
Page Two
TO 1 700 975 3716 P.02i13
The applicant owns a 16.03 acre tract located at the end of Major Sheet of NC 37,
within the Winfall Town limits, Perquimans County. A, man-made canal leads from the
Pergnimans River, through an adjacent tract owned by the Town of W1n£all and into the
applicant's property. The western boundary of the property is the Norfolk and Southern
Railway Company, Inc. causeway to the train bridge across the Perquimans River_ The tract
originally contained 19.4 acres. In 1996 the Town of Winfall was conveyed 3.367 acres for a
waterfront park resulting in the current tract size (16.03 acres). The property has an elevation
of approximately 6 ft. above NWL (normal water level) and is mostly flat and open with
indigenous grasses and loblolly pine (Pinus uwda) being the primary vegetation on site. The
site is periodically mowed and/or disked. The property served as the location for the Major
Loomis Lumber bill that existed until the 1940's. Currently, a portion of the property is the
site of a concrete nixing business. Other man-made features on the property include the canal
and a basin.
The canal is located on the western side of the property and runs parallel to the Norfolk
and Southern Causeway. The canal is a continuation of the canal described in a recently
submitted CAMA field report for a Major Permit application for the Town of Winfall. The
applicant owns both canal banks and the canal was probably dug to provide fill for the railroad
causeway. The canal is approximately 400 ft, long, 20-25 ft. wide, and has a water depth of
4.5 ft. Located at the northern end of the carnal is a 65' x 85' basin that has a maximum water
depth of 5 ft. Plana life existing along the NWL include arrow arrum (Pelrandra virginica),
common reed (Phragmfres communis), small sweetgum (Ltquidambar myracow) and small,
loblolly pine. The anal shoreline is considered a wetland fringe that averages 2 ft. in width.
A white water lilly (Nymphaea odorata) bed is established in a corner of the basin and floating
filamentous algae covered nearly half of the surface waters of the basin at the time of the site
visit. The canal waters appeared free of algae rafts. An agricultural drainage ditch is
connected to the basin and drains approximately 40 acres of adjacent farmland. The Division
of Environmental Management classifies the waters of the Perquimans River in this area as
SC.
T'he applicant proposes to widen and deepen the existing canal and to expand the existing
boat basin. The bank adjacent to the train causeway will not be disturbed. The applicant
proposes to match the canal width of the Winfall Major Permit proposal (45') at the shared
property line at the applicant's southern boundary. From the property line, the canal will be
widened to a uniform width of 70 ft. The proposed water depth at the property line is 51i ft.
and the proposed water depth for the canal end and the connecting boat basin expansion is 5 ft.
The applicant proposes to expand the existing 65' x 80' basin to a 200' x 250' basin. The
F®-26-1998 15:23 FPCH
Jobn W. Farris
Bio Report
Page Three
TO 1 700 975 3716 P.03i13
proposal calls for the basin expansion to occur to the north and east of the existing basin. All
spoil will be handled on site in a designated 3210' x 8,25' area. The wet spoil will be
surroundod by silt fencing to prevent sediment sloughing. Dry spoil will be spread and leveled
over the disposal area.
The dredging of the existing canal and basin will diM* approximately 14,700 sq.ft. of
existing Public Trust Area. The enlargement of the existing canal and basin will disturb 600
sq.ft_ of uplands, destroy 800 sq.ft. of wetland fringe and create 63,304 sq.ft. of additional
Public Trust Area. It is estimated that 18,756 cubic yards of material will be excavated to
enlarge the canal and basin as proposed. This represents a 6,623 cubic yard increase from the
amount indicated by the applicant. The designated spoil handling site will occupy 173,250
sq. ft. of uplands. It is anticipated that two additional acres will be needed to accommodate all
spoil material. Additional area is available at the site. Water circulation and exchange within
the existing canal appears to be low. The configuration of the prepared basin will not enhance
water circulation and exchange.
The development proposal involves the Public Trust Waters Area of Environmental
Concern. The proposed project is not located within an area having historical/archeological
significance. The development site is not geologically unique. No submerged aquatic
vegetation was found at the development area.
.A, Perquimans Count Land Use Plan consistency review will be submitted at a later date.
Submitted by: Frank A. Jennings, III
Date: December 17, 1997
F®-26-1998 15:23 FROM
Form DCM-M -1
TO 1 700 975 3716 P.04i13
RECE??,z;,
APPLICATION
OCT 3 0 1997
(re be completed by all applicants)
b. City, town, community Or landmark
Town of Winfal , NC
1. APPLICANT
c. Strwst address or secondary mad auwber
a. Landowner: Major St. @ NC Route 37
Name John W. Harzi.s
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
Address 6210-k Vir a.nia Beach Blvd.
City Norfolk State VA.
Zip 23502 Day phone [phone]
fax [phone]
b. Authorized Agent:
Name Robert C. Baker, Jr.
Address P 0 Bozo 10
City Hertford State NC
Zip 27944 Day Phone [phone]
Fax [phone]
C. Project name (if any) Winfall Landing
NOTE. Pemat will be rs M d in mum of 4W"M ner(a). Mwoe
pmiea MM,
2. LOCATION OF PROPOSED
PROJECT
a. County Ferquirmans County
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Perquimans River
3. DESCRIPTION AND PLACED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation avid/or filling activities.
-Existing 400' long canal to be
widened b 50'. Existing boat basin
to be lenggthened by 170' and widened
Ty-77. -1515 p7oject correspon s -
wILL 'Town of Winfall application.
b. Is the proposed ac%Mty maimenance of an exlsdag
project, new work, or both? Both
c. Will the project be for public, private or commercial
use? _public /private
d. Give a brief description of puWe, use, methods of
construction and daily operations of proposed
project. if more space is needed, please attach
additional pages, in conjunction with the
Town of Winfall_ - Winfall Landing
Pro'gct. This base will provide for
small boat access to future residential
housing. The projec will ena5le
visitors an rest ence o Win a a-n
Perguimans County to visit by boat.
1tt+issd WM
F®-26-1990 15:24 FROM
Form DCM-MP-I,
TO 1 700 975 3716 P.05i13
r
•.
0GT 0F'
4. LAND AND WATER
CHARACTERISTICS
m. Describe existing wastewater treamtent facilities.
None currently on site. Townwi.de
waste water system tamer eve vpment.
a. Size of entire tract 16.03 ,Acres
b. Size of individual lot(s) NIA
c. Approximate elevation of ve MW or
NWL Six (6) feet WI,
d. Soil type(s) and texture(s) of tract
Augusta Fine Sandy Loam
e. Vegetation on tract Pines, Hardwood, Grass
f. Man-made features now on tract Canals,
Boat basin, Road and Utl.lities
g. What is the CAMA Land Use Plan land
ciassification of the site? (Comak d,- fodw zmd um pimi.)
Conservation X Transitional
X Developed Com:aunity
Rural Other
h. How is the tract zoned by local governments
Highway - Commercial sH-C)
L Is the! proposed project consistent with the applicable
zoning? X Yes No
AWch Loki cemp!lm m nr6fi=m, if eppUe6k)
j. Has a professional archaeological assessment been
done for the tract? Yts X No
If yes, by whom?
lc. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
- Yes X No
1. Am there wetlands on the site? X Yes _ No
Coastal (marsh) _ Other_
If yes, has a delineation been conducted? yeS
Omeh doa?wnftlm+, Tom ) 2' waterline
wetlands per Frank Jennings, CAMA.
a. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, 'wash
down' and residential dtscharges.)
Surface run-off.
o. Uescn'be oxisting drin3cing water supply source.
County-wide water system line on
Maior Street.
5. ADDY'],'IONAL W FORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the offeetad properties. If the applicant is not
claiming to be the owner of said property, them
fbrwerd a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the.owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale In black
ink on an 8 1/2' by l t' white paper. (Refer to
Coastal Resources Commission Rule 71.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be acugxod. Blue-line
prints or other larger plats am acceptable only if an
adequate numbw of quality copies are provided by
applicaat_ (Contact the U.S. Amy Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
Rerised 03196
FEB-26-1998 15:24 FROH
Farm DCM-W-I
TO 1 700 975 3716 P.06i13
Rr??t?irn
0
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater CeHfication, if one is necessary
b. CERTMCATION AND PERMISSION
TO ENTER ON LAND
• A list of the names and cmnplete 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. Upon signing this form, the applicant
further terrifies that such notice has been provided.
Name Town of Winfall, NC
Address P 0 Box 275, Winfall NC 27985
Phone [phone]
Name Chesapeake & Albemarle RR, Co.
Address West Church St, Elizabeth City NC
Phone [phone]
Name
Address
Phone
• A list or previous state or federal permits issued fbr
work on the project tract. Include permit numbers,
permittee, and issuing datn5.
None
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
A statement of compliance with the N.C.
Environmental Folicy Act (N.C.G.S. 1I3A? - i to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act. N/A
I understand that any permit issued in response to this
application wUI allow oWy the development described in
the application. 'he project will be subject to eondhioas
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Fmgram and will be
conducted in a manner consistent with such program.
I certify that I axn authorized to grant, and do in fact,
great permission to representatives of state and 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.
This is the / day of"-, 199-?-.
Print Name ?//? r' ?4^Pe.-3
Signature
or Aw%apire Agra
Please indicate atrachmeats pertaining to your proposed
project.
X DCM MT-2 Excavation and Fill Information
_ DCM MP-3 Upland Development
_ DCM MP-d Structures Information
X _ DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE. Please sign 4nd date eacit anal m itt to the
space provided at the Woom of each form.
Revised 03195
F®-26-1998 15:25 FFOH
Form DCM-MP-2
EXCAVATION
AND SILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-I. Be sure to complete.all
other sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Average Fioal
E*I* Project
Access
channel
(ML'W) or (NWL)
Canal
Boat
basi.u
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shorei;ee
Anbiliration)
Length Width Depth Depth

N/A

t'
400' 2f) , 4'
70.' 5, 5"

65'. '
250' 200' 5'

N/A
N/A
N/A.
N/A
TO 1 700 975 3716 P.07i13
a?T s ? 'cc:T
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 7)583 cu yds
b. TLype o?P material to be excavated Fine Sandy
gam
c. Does the area to be excavated include coastal
wetlands (marsh), submergd aquatic vegetation
(SAVs) or other wetlands? Yes No
(2' mterlty wetlands <81.00sq. ft. t?0 cu ds
d. Higbground excavation in cubic yards Y
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area On si to
b. Dimensions of dispposal area
825 X 210 X 2' (4 acres
c. Do y'u claim title to disposal area?
{ Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? X Yes No
If yes, where? 7 site
Revised 03195
FEB-26-1998 15:26 FROM
Form DGM-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or outer wetlands?
Yes No
f. Does the disposal include any area in the water?
Yes Y No
3. SHORELINE STABILIZATION NSA
a. Type of shoreline stabilization
Bulkhead Riprdp
b. Length
c. Average distance waterward of MHW or NWL
d. Maximum distance waterward of MHW or NWL
e. Shoreline erosion during preceding 12 months
(source of w
f. Type of bulkhead or riprap material
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfill
h. Type of fill material
i. Source of fill material
a. OTHER FLLL ACTIVITIES
(Excluding Shoreline Stabilization) N/A
a. Will fill material be brought to site?
Yes No
TO 1 700 975 3716 P.08i13
R??cly?
If yes, OCT 3 0 M7
(1) Amount of material to be placed in the
water
(2) Dimensions of fill area
(3) Purpose of fill
b. will fill material be placed in coastal wedands
(marsh), SAVs or other wetlands?
Yes No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? Silt fencing for
dewatering and run-off of spoil.
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
Dragline, backhoe, bulldozer:
c. Will wetlands be cr; ssed in transporting equipment
to project site? Yes % No
If yes, explain steps that will be taken to lessen
environmental impacts.
Winfall Landing
Applfaiat or jeGt Name
G?
Date
Rtvised 095
FEB-26-1998 1526 FR0I.l TO

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1 700 975 3716 P.09i13
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F®-26-1998 15:27 FROM
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F®-26-1998 15:27 FROH TO 1 700 975 3716
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Final Width 45'
Existing Depth 4.0'
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