20011115 Ver 1_Complete File_20010720

A
North Carolina
Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Donna D. Moffitt, Director

g oll'
NCDENR
July 18, 2001
MEMORANDUM:
011115
TO: John R. Dorney, Environmental Biological Supervisor
Division of Water Quality
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: NCDOT - Multi-use Path
Project Location: East side of US 17 Business from the "S" Bridge to the Winfall Town limits in
Perquimans County and adjacent to the Perquimans River
Proposed Project: Construct a multi-use path
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by August 8, 2001. If you have any questions regarding the proposed project, please contact
Frank A. Jennings, III at [phone]. When appropriate, in-depth comments with supporting
data is requested.
REPLY: This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the project only if the recommended changes are
incorporated. See attached.
This office objects to the project for reasons described in the attached
SIGNED
DATE l b
Elizabeth City District \ 1367 U.S. 17 South, Elizabeth City, North Carolina 27909
Phone: [phone] \ FAX: [phone] \ Internet: http://dcm2.enr.state.nc.us
... _ .... .. ........................ ......... ....... r.. ....n..??. ,.. .w: l.v.-., rnro nrr.?v.?r nr? ? ?nm nn n.n nr?wrorn mn nwnrn
file:///Untitled
Tom, thank you, thank you, thank you, and thank you for those yet to come.
Tom Steffens wrote:
Beth,
The following 401 comments have been entered into the tracking system.
#01-1115, Perquimmons county, NCDOT Multi-use Path, Site visit 20Aug 01, Recommend Issue with
condition:
- Applicant maintians 6" wide asphalt pavement for length of project between STA 00+00 to approx
STA 18+00 where widening to 8" may be allowed. Project inconsistant with minmalization fo wetland
impacts in area between approx. STA 02+75 to STA 03+75. (as per conversation w/ NCDOT/DEO/Div
I, 20Aug 01)
More to come.
Any questions please to call or write,
toms

VPt IT7
49k Gam`
1 of 1 9/7/013:38 PM

fO?OF WAT?RQG Michael F. Easley
Governor
co -7
r William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Q Y
Kerr T. Stevens
Division of Water Quality
2001
County
DWQ oject #
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Dear Mr.
You have our approval, in accordance with the attached conditions and those listed
below, to place fill material in acres of wetlands and linear feet of streams
for the purpose of at as described in your application dated
. After reviewing your application, we have decided that this fill is covered by
General Water Quality Certification Number . This certification allows you to
use Nationwide Permit Number when the Corps of Engineers issues it. In
addition, you should get any other federal, state or local permits before you go ahead with
your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater,
Non-Discharge and Water Supply Water shed regulations. This approval will expire when
the accompanying 404 or CAMA permit expires unless otherwise specified in the
General Certification.
This approval is only valid for the purpose and design that you described in your
application except as modified below. If you change your project, you must notify us and you
may be required to send us a new application. If the property is sold, the new owner must be
given a copy of this Certification and approval letter and is thereby responsible for complying
with all conditions. If total wetland fills for this project (now or in the future) exceed one acre,
compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and
(7). For this approval to be valid, you must follow the conditions listed in the attached
certification and any additional conditions listed below.
1. Deed notifications or similar mechanisms shall be placed on all remaining jurisdictional
_ wetlands and streams _to_ notify the state in order to assure compliance for future wetland
and/or water impact. These mechanisms shall be put in place within 30 days of the date
of this letter or the issuance of the 404 Permit (whichever is later).
2. An additional condition is that a final, written stormwater management plan shall be
approved by this Office before the impacts specified in this Certification occur. The
stormwater management plan must include plans and specifications for stormwater
management facilities designed to remove 85% TSS according to the most recent version
of the NC DENR Stormwater Best Management Practices Manual. Also, before any
permanent building is occupied at the subject site, the facilities, as approved by this
Office, shall be constructed and operational, and the stormwater management plan, as
approved by this Office, shall be implemented.
IT £I`?t
Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650
Wetlands/401 Unit: [phone]
Fax: [phone]
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
3. Upon completion of the project, the applicant shall complete and return the enclosed
"Certification of Completion Form" to notify DWQ that all the work included in the 401
Certification has been completed. The responsible party shall complete the attached
form and return it to the 401/Wetlands Unit of the Division of Water Quality.
If you do not accept any of the conditions of this certification, you may ask for an
adjudicatory hearing. You must act within 60 days of the date that you receive this letter.
To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North
Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447,
Raleigh; N.C.-27611=7447. This certification and-its-conditions are final and binding unless - -
you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of
the Clean Water Act. If you have any qu stio s, please telephone 2a f ZtWit 919-
733-1786 OrTww %%-c 4 at our i Regional Office at
Sincerely,
Kerr T. Stevens
Attachment
cc: Corps of Engineers W OAP Field Office
a DWQ Reg' nal Office
File co
Central Files
Tin

Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650
Wetlands/401 Unit: [phone]
. Fax: [phone]

Development Type FEE DCM %
14300 1601435100093 1625 6253 DWQ %
24300 1602 435100095 2341
1. Private, non-commercial
development that does not involve S 0 100%($250) 0% (SO)
the filling or excavation of any
wetlands or open water areas:
II. Public or commercial development
that does not involve the filling or 0 100%(S400) 0%($0)
excavation of any wetlands or open
water areas:
Ill. 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). For Private, non-commercial
development, If General water Quality 100%($250) 0%($0)
Certification No.3301 (see attached)
can be applied:
III(B): For public or commercial
development, if General water Quality X$4 100%($400) 0%($0)
Certification No.3301 (see attached)
can be applied:
III(C). If General Water Quality
Certification No. 3301 (see attached)
could be applied, but DCM staff
determined that additional review and $400 60% ($240) 40% ($160)
written DWQ concurrence is needed
because.of concerns related to water
quality or aquatic lifer
111(D). If General Water Quality
Certification No. 3301 (see attached) $400 60%(S240) 40% ($160)
can not be applied:

IV. For development that involves
the filling and/or excavation of more 5 60%(S285) 40%($190)
than one acre of wetlands and/or
open water areas:

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: NCDOT
2. LOCATION OF PROJECT SITE: US 17 Business North of Hertford in Perquimans County adjacent to
the Perquimans River
Photo Index - 2000: 160-1761 (F-17; G,H-16) 1995: 160-1650 (E-12; F,G,-11)
1989: 117-22 (2-11; T,U,V-10) 1984: N/A 1978: 128-1611 (C-3; D,E,F,G-2)
State Plane Coordinates - X: 2747250 Y: 900000
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 02/08/01
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 06/29/01
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Perquimans County
Land Classification From LUP - Conservation '01 115
(B) AEC(s) Involved: PTA, EW, ES
(C) Water Dependent: No & Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - US 17 Business, Riprap
Planned - Enlarged shoulder, multi-use path, riprap
(G) Estimated Annual Rate of Erosion: Less than 1 foot
Source - Observation
7. HABITAT DESCRIPTION: [AREA]
(A) 404 - Estuarine Shoreline I 7300 sq.ft.
(B) 404 Vegetated Wetlands 1650 sq.ft.
(C) Other - Public Trust Area and Estuarine Waters 9500 sq. ft.
(D) Total Area Disturbed: 18,450 sq.ft. (0.423 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No
8. PROJECT SUMMARY: The applicant proposes to construct a multi use path on the east side of US 17
Business from the S bridge to the Winfall Town limits.

NCDOT
Field Investigation Report
Page Two
Project Setting
The project setting is located along the east side of US 17 Business starting at the
historic "S" bridge in the town of Hertford to the Winfall town limits in Perquimans County
and adjacent to the Perquimans River. The roadway for US 17 Business is a manmade
causeway through a cypress swamp peninsula which connects the high ground portion of the
roadway at the Winfall town limits to the "S" bridge, a turntable bridge that provides
vehicular access to downtown Hertford.
The causeway has an elevation of approximately 3 ft. above the normal water level and
has approximately 1850 ft. of shoreline on the east side of the right of way. The shoulders for
the roadway at the development site are very narrow and soft and the roadway has experienced
washouts during hurricanes. In some areas of the causeway, the location of the normal water
line is within 6 ft. of the existing pavement. Approximately 700 ft. of the shoreline has small
amounts of riprap and what appears to be old asphalt tailings.
Adjacent riparian property consists of a drive-in and fishing center with a manmade
canal and an abandoned dump site for the Town of Hertford.
The waters of the Perquimans River are classified as SC in the area of the development
site and are closed to shellfish taking.
Development Proposal
In order to provide a multi-use (bike & pedestrian) path along US 17 Business from the
Perquimans River "S" bridge to the Town of Winfall line, the applicant proposes to construct
a 6 to 8 ft. wide and approximately 2110 ft. long asphalt path to be located 5 ft. east of US 17
Business. The 6 ft. wide section will run along the portion of the roadway that fronts the
Perquimans River. The 8 ft. wide sections are proposed for areas that front the wetlands.
A two ft. wide earthen shoulder will be constructed waterward of the path and will be
covered with sod. The entire 1850 ft. long shoreline will be protected with riprap which will
be placed an average distance of 5 '/2 ft. waterward of normal water level.
The riprap will also be used for the portion of the project that penetrates the swamp.
The riprap and fill material will be placed in 404 wetlands to create the foundation for the
path. The backfill material will be sand from an approved borrow site.
Anticipated Impacts
The development proposal will result in approximately 9,500 sq. ft. of Public Trust Area
and Estuarine Waters Areas of Environmental Concern (AECs) being filled; approximately
NCDOT
Field Investigation Report
Page Three
7300 sq. ft. of Section 404 wetlands located in the Estuarine Shoreline AEC being filled; and
approximately 1650 sq. ft. of Section 404 wetlands, located outside the Estuarine Shoreline
AEC, being filled. The proposed amount of fill to be placed below the normal water level is
approximately 400 cu yds. Approximately 11,300 sq. ft. of the asphalt path will be located in
the Pubic Trust Shoreline AEC. Water turbidity will occur during construction. The project
will provide shoreline protection for US 17 Business and act as a buffer between the existing
roadway and the adjacent waters of the Perquimans River.
Submitted by: Frank A. Jennings, III
Date: July 13, 2001
old ? *Z%§
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
January 30, 2001
Frank Jennings
Division of Coastal Management
Elizabeth city Regional Office
1367 U.S. Hwy. 17 South
Elizabeth City, NC 27909
SUBJECT: Hertford/Winfall Walkway: Major Permit
Dear Mr.Jennings,

FEU*
n
DAVID McCOY
SECRETARY
The Department of Transportation plans to construct a 2110 foot long river
walkway for both pedestrian and bicycle traffic along US 17 Business from the "S"
Bridge to the town of Winfall line in Perquimans County. This project will be part of a
planned system of paths from the Winfall School on NC 37 to the Newbold-White House
on SR 1336. The walkway will enhance the area by providing pedestrians and bicycle
enthusiasts a safe passageway along the Perquimans river shoreline.
The path will be 2110 feet long and 6 feet to 8 feet wide constructed of 6" ABC
base and 2" of asphalt surface. DOT will minimize impacts to wetlands by reducing the
proposed 8-foot wide paved path area to 6 feet wide in areas with less existing shoulder.
To accomplish the proposed improvements, there would need to be a 5-foot shoulder
separating the path from the road and then an 6 to 8-foot path, 2 feet of sod shoulder and
3 to 10 foot of rip-rap shoreline stabilization. The shoreline will be stabilized with 2000
tons of "Class 1" rip-rap placed an average of 5.5 feet from NWL with a maximum of 10
feet waterward. Sand and rip rap fill material will total about 400 cubic yards below
Normal Water Level.
This footpath will impact approximately 0.27 acres of wetlands. Since wetland
continuums occur along the boundaries of sections of the project, essentially up to the
existing toe of fills, it is not possible to avoid impacting these wetlands. Proposed
wetland compensation will be provided in a 2:1 ratio of riverine/palustrine wetland
making for a total of 0.54 acres at the Balance Tract Mitigation Site (DOT).
P.O. Box 850, Edenton, IBC 27932 - Phone: [phone] Fax: [phone]
You will find included with this letter:
• A map indicating the location of the work
• Overall Plans of the proposed work on 11 x 7 inch paper
• Delineation sheets of wetland impacts
• Names and addresses of adjoining property owners
• Existing pavement cross-section of walkway
Please call me if you require additional information.
Sincerely,

Kristen Shacochis, Division Environmental Officer
CC: Mr. David Cox, NCWRC
Ms. Sarah Winslow, NCDMF
Mr. Ron Sechler, NMFS
Mr. Tom McCartney, USFWS
Mr. John Hennessy, NCDWQ
Ms. Gretchen Byrum, PE, NCDWT
Mr. Ted Sampson, NCDCM =/
P.O. Box 850, Edenton, NC 27932 - Phone: [phone] Fax: [phone]
Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
Name N. C. Department of Transportation
Address P.O. Box 25201
City Raleigh State N.C.
Zip 27611-5201 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name Kristen Shacochis. ME Branch-Div One
Address P.O. Box 850
City Edenton State N.C.
Zip 27932 Day Phone [phone]
Fax [phone]
c. Project name (if any) Hertford Windfall Riverwalk
NOTE: Pennit will be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Perguimans
b. City, town, community or landmark
Hertford
c. Street address or secondary road number
US 17 Business
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Perquimans River
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.
Construction of a 2110 foot long multi-use path
along the Perguimans River shoreline from Windfall
School on NC 37 to Newbold-White House on SR
1336.
b. Is the proposed activity maintenance of an existing
project, new work, or both? New Work
c. Will the project be for public, private or commercial
use? Public Transportation
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. Purpose: To provide safe travel
for pedestrians/bikers along the Perquimans
River;
USE: Public transportation;
METHODS OF CONSTRUCTION: Standard roadway
construction methods;
Revised 03/95
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract N lh
b. Size of individual lot(s) LIZ
c. Approximate elevation of tract above MHW or
NWL about 1 foot
d. Soil type(s) and texture(s) of tract
sand, silty clay
e. Vegetation on tract Typha, Nyssa aquatica,
Juncus, Polygonum, Arundinaria
f. Man-made features now on tract US 17 Buisiness
~T?
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use plan.)
x Conservation Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance certificate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes x No
If yes, by whom9
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
1. Are there wetlands on the site? x Yes No
Coastal (marsh) Other x
If yes, has a delineation been conducted? yes
(Attach documentation, if available)
in. Describe existing wastewater treatment facilities.
N/A
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.)
N/A
o. Describe existing drinking water supply source.
N/A
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 site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
•A Stormwater Certification, if one is necessary.
Form DCM-MP-1
*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.
Name Town of Hertford
Address PO Box 32
Phone Hertford NC 27944
Name Julian Winslow. Jr.
Address PO Box 25
Phone Hertford NC 27944
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.
N/A
• 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 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.
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.
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 30 day of January , 2001
Print Name Kristen Shacochi Environmental Officer
Signature
Landowner or Authorized Agent
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 MP-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-1. 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
Existing Project
Length Width Depth Depth
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
2110 6-10 1.75 1.75
feet
1. EXCAVATION N/A
a. Amount of material to be excavated from below
MHW or NWL in cubic yards
b. Type of material to be excavated
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes No
d. High ground excavation in cubic yards
2. DISPOSAL OF EXCAVATED
MATERIAL N/A
(See Attachment)
a. Location of disposal area
b. Dimensions of disposal area
c. Do you 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? Yes No
If yes, where?
Revised 03/95
Form DCM-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes No
f. Does the disposal include any area in the water?
Yes No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
Bulkhead x Riprap
b. Length 2110 feet
c. Average distance waterward of MHW or NWL
5.5 feet
d. Maximum distance waterward of MHW or NWL
10 feet
e. Shoreline erosion during preceding 12 months
N/A
(Source of infonnation)
f. Type of bulkhead or riprap material
Class 1 Rip Rap (Granite)
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap and fill material: 400
(2) Bulkhead backfill
h. Type of fill material: sand and Class 1 rip rap
i. Source of fill material DOT approved borrow site
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
X Yes No
If yes,
(1) Amount of material
water
(2) Dimensions of fill area
(3) Purpose of fill to provide adequate road
shoulder for path
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
x Yes No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill to adequate road
shoulder for path for safety reasons
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? DOT best management
practices
b. What type of construction equipment will be used (for
example, dragline, backhoe, or hydraulic dredge)?
Excavator, bulldozer, dumptrucks
c. Will wetlands be crossed in transporting equipment
to project site? Yes x No
If yes, explain steps that will be taken to lessen
environmental impacts.
Kristen Shacochis, Environmental Officer
Applic or roj e
Signature
January 30, 2001
Date
to be placed in the
Reirised 03/95
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ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site : Hertford Walkway Date : 9/28/00
Applicant/Owner : DOT County: Perquimans
Investigator : Kristen Shacochis State : NC
Normal Circumstances? Yes Community ID Emergent
Significantly Disturbed (atypical)? No Transect ID :
Potential Problem Area? No Plot ID : 1
VF(?FTATIC7N
Dominant Plant Species Strat. Ind. Dominant Plant Species Strat. Ind.
Juncus effusus herb FACW+
Polygonum punctatum herb FACW+
Rosa palustris herb OBL
Decodon verticillatus shru OBL
Sagittaria latifolia herb OBL
Remarks:
Percent Dominance 100.0 Rio
FAC Neutral Test 100.0 Rio
HYUKULUUY
Recorded Data (described below):
Stream, Lake or Tide Gaug
Aerial Photographs:
Other:
Depth of Surface Water 5 inches in
Depth of Saturated Soil 0 in
Depth to FreeWater in Pit 2 in
Wetland Hydrology Indicators:
Primary: Inundated
Saturated in Upper 12 Inches
Secondary:
Soil Series: Drainage Class:
Soil Taxonomy Do Field Observations Confirm Mapped Type?
Profile Description: Matrix Mottle Mottle Texture, Concertions
Depth (in.) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
3-10 inches B Sand
Histic Epipedon
Sulfidic Odor
Aquic Moisture Regime
D DETERMINATI
Is Hydrophytic Vegetation Criteria met? Yes Remarks:
Is Hydrology Criteria met? Yes
Is Hydric Soils Criteria met Yes
Is Sampling Point Within a Wetland? Yes

ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site : Hertford Walkway Date : 9/28/00
Applicant/Owner : DOT County: Perquimans
Investigator : Kristen Shacochis State : NC
Normal Circumstances? Yes Community ID Emergent
Significantly Disturbed (atypical)? No Transect ID : f
Potential Problem Area? No Plot ID : 2 (2ou m.A; kc r` )
CTATIAAI
Dominant. Plant Species Strat. Ind. Dominant Plant Species Strat. Ind.
Pontederia cordata herb OBL
Cyperus strigosus herb FACW
Polygonum sagittatum herb OBL
Arundinaria gigantea shru FACW
Sagittaria latifolia herb OBL
Polygonum punctatum herb FACW+
Remarks:
Percent Dominance 100.0%
FAC Neutral Test 100.0 Rio
NvnRnl nrv
Recorded Data (described below):
Stream, Lake or Tide Gaug
Aerial Photographs:
Other:
Depth of Surface Water 5 inches in
Depth of Saturated Soil 0 in
Depth to FreeWater in Pit 2 in
Wetland Hydrology Indicators:
Primary: Inundated
Saturated in Upper 12 Inches
Secondary:
Soil Series: Drainage Class:
Soil Taxonomy Do Field Observations Confirm Mapped Type?
Profile Description: Matrix Mottle Mottle Texture, Concertions
Depth (in.) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
3-10 inches B Sand
Histic Epipedon
Sulfidic Odor
Aquic Moisture Regime
WFTI ANn nETERMINATION
Is Hydrophytic Vegetation Criteria met? Yes Remarks:
Is Hydrology Criteria met? Yes
Is Hydric Soils Criteria met Yes
Is Sampling Point Within a Wetland? Yes
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site : Hertford Walkway Date : 9/28/00
Applicant/Owner : DOT County: Perquimans
Investigator : Kristen Shacochis State : NC
Normal Circumstances? Yes Community ID Palustrine
Significantly Disturbed (atypical)? No Transect ID :
Potential Problem Area? No Plot ID : 3 3c-
VGr1=TATI(11V
Dominant Plant Species Strat. Ind. Dominant Plant Species Strat. Ind.
Pontederia cordata herb OBL
Acer rubrum tree FAC
Polygonum sagittatum herb OBL
Arundinaria gigantea shru FACW
Sagittaria latifolia herb OBL
Polygonum punctatum herb FACW+
Tazodium distichum tree OBL
Typha angustifolia herb OBL
Remarks:
Percent Dominance 100.0% pneumatophores, fluting, buttressing
FAC Neutral Test 100.0 pia
HYDHULUUY
r corded Data (described below):
Stream, Lake or Tide Gang
Aerial Photographs:
Other:
Depth of Surface Water 0 in
Depth of Saturated Soil 0 in
Depth to FreeWater in Pit 4 in
Wetland Hydrology Indicators:
Primary: Saturated in Upper 12 Inches
Secondary:
Soil Series: Drainage Class:
Soil Taxonomy Do Field Observations Confirm Mapped Type?
Profile Description: Matrix Mottle Mottle Texture, Concertions
Depth (in.) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
1-12 inches B 10 YR 2/1 Silty Clay Loam
11?'LL11V UVll ltluaVULVa.a.
Histic Epipedon
Sulfidic Odor
Aquic Moisture Regime
WETLAND DETERMINATION
Is Hydrophytic Vegetation Criteria met? Yes Remarks:
Is Hydrology Criteria met? Yes
Is Hydric Soils Criteria met Yes
Is Sampling Point Within a Wetland? Yes
40 - . J.
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site : Hertford Walkway. Date : 9/28/00
Applicant/Owner : DOT County: Perquimans
Investigator : Kristen Shacochis State : NC
Normal Circumstances? Yes Community ID Palustrine
Significantly Disturbed (atypical)? No Transect ID :
Potential Problem Area? No Plot ID : 4 you
\ n
Dominant Plant Species Strat. Ind. Dominant Plant Species Strat. Ind.
Myrica cerifera shru FAC+
Polygonum sagittatum herb OBL
Juniperus virginiana tree FACU-
Acer rubrum tree FAC
Nyssa aquatica tree OBL
Rosa palustris herb OBL
Typha angustifolia herb OBL
Remarks:
Percent Dominance 85.7% pneumatophores, fluting, buttressing
FAC Neutral Test 83.3%
wvnRni REV
Recorded Data (described below):
Stream, Lake or Tide Gaug
Aerial Photographs:
Other:
Depth of Surface Water 3 in
Depth of Saturated Soil 0 in
Depth to FreeWater in Pit 0 in
Wetland Hydrology Indicators:
Primary: Inundated
Secondary:
Soil Series: Drainage Class:
Soil Taxonomy Do Field Observations Confirm Mapped Type?
Profile Description: Matrix Mottle Mottle Texture, Concertions
Depth (in.) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
1-12 inches B 10 YR 2/1 Silty Clay Loam
Histic Epipedon
Sulfidic Odor
Aquic Moisture Regime
WETLAND DETERMINATION
Is Hydrophytic Vegetation Criteria met? Yes Remarks:
Is Hydrology Criteria met? Yes
Is Hydric Soils Criteria met Yes
Is Sampling Point Within a Wetland? Yes
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
t ,
Project/Site : Hertford Walkway Date : 9/28/00
Applicant/Owner : DOT County: Perquimans
Investigator : Kristen Shacochis State : NC
Normal Circumstances? Yes Community ID Palustrine
Significantly Disturbed (atypical)? No Transect ID :
Potential Problem Area? No Plot ID : g"oo?
VCl?CTATIr-II?1
Dominant Plant Species. Strat. Ind. Dominant Plant Species Strat. Ind.
Arundinaria gigantea herb FACW
Baccharis halimifolia shru FAC
Carpinus caroliniana shru FAC
Acer rubrum tree FAC
Remarks:
Percent Dominance 100.0% pneumatophores, fluting, buttressing
FAC Neutral Test 100.0%
HYDRULUUY
Recorded Data (described below):
Stream, Lake or Tide Gaug
Aerial Photographs:
Other:
Depth of Surface Water 3 in
Depth of Saturated Soil 0 in
Depth to FreeWater in Pit 0 in
Wetland Hydrology Indicators:
Primary: Inundated
Secondary:
F oil Series: Drainage Class:
S
Soil Taxonomy I Do Field Observations Confirm Mapped Type?
Depth (in.) Horizon
1-12 inches B
Histic Epipedon
Sulfidic Odor
Aquic Moisture Regime
Matrix Mottle Mottle Texture, Concertions
(Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
10 YR 2/1 Silty Clay Loam
DETERMINATI
Is Hydrophytic Vegetation Criteria met? Yes Remarks:
Is Hydrology Criteria met? Yes
Is Hydric Soils Criteria met Yes
Is Sampling Point Within a Wetland? Yes
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