20011707 Ver 1_COMPLETE FILE_20011120

OtOF \1q AT FRQ
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
January 1, 2002
DWQ# 01-1707
Craven County
R. Earl Jones
E.M.D., LLC
2313 Grace Avenue
New Bern, NC, 28561
APPROVAL of 401 Water Quality Certification
Dear Mr. Jones:
You have our approval, in accordance with the attached conditions, to dredge and fill 0.73 acres of non-vegetated
wetlands in order to replace a bulkhead, conduct maintenance dredging of an existing canal, and grade/clear/landscape the
property adjacent to the canal on your property in Craven County, as described in your application received by the Division
of Water Quality on November 20, 2001. After reviewing your application, we have determined that this fill is covered by
General Water Quality Certification Number 3274, which can be downloaded from our web site at
http://h2o.enr.state.nc.us/ncwetlands . This Certification allows you to use your CAMA Permit when it is issued by the NC
Division of Coastal Management. 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, Non-Discharge and Water Supply Watershed
regulations. Also this approval will expire when the accompanying 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. If you change your
project, you must notify us in writing and you may be required to send us a new application for a new certification. If the
property is sold, the new owner must be given a copy of the 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). For this approval to be valid, you must follow the
conditions listed in the attached certification as well as the additional conditions listed below:
1. The mechanical dredging phase of this work must be completed prior to implementation of your buffer restoration
plan; ' .
2. All sediment and erosion control measures must be in place throughout the dredging phase of construction.
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 conforming 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 questions, please telephone Tom Steffens or Deborah Sawyer in our Washington Regional Office at (252) 946-
6481 or Cyndi Karoly in our Central Office in Raleigh at [phone].
ly,
I
J. Thorpe, Ph.D.
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/
Page 2 of 2
Attachments
cc: corps of Engineers Washington Field Office
ashington DWO Regional Office
Central Files
File Copy
Doug Huggett
Scott Jones, Avolis Engineering, P.O. Box 15564, New Bern, NC, 28563
011707
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name E. M. D. LLC c/o Ken Avolis
Project Number 01 1707
Recvd From DCM
Received Date 11/20/01 Recvd By Region
Project Type bulkhead; maintenance dredging
County CRAVEN
County2
Region Washington
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
CAMA ? O Y ON F 27-101 SB SwNSW 30,410. F F-
Mitigation Wetland
MitigationType Type Acres Feet

Is Wetland Rating Sheet Attached? O Y ON Did you request more Info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? O Y O N
Is Mitigation required? O Y ON Recommendation: O Issue 0 ISSue/fond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
Issue w/ conditions
Applicant has current NOV pending onsite from DWQ and CAMA_ The DWO NOV is for Buffer
violations and applicant has submitted restoration plans.
- Applicant has to complete mechanical dredgjna phase before implementing restoration laa n as per
the NOV
- All necessary siltation and erosion control measures must be in place during dredging phase of
construction
cc: Regional Office
Central Office Page Number 1
Facility Name E. M. D. LLC c% Ken Avolis
Project Number 01 1707
Comments (continued from page 1):
County CRAVEN
Regional Contact: Tom Steffens
Date:
cc: Regional Office
Central Office Page Number 2
ALIT X_ IWFAA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Govemor Donna D. Moffitt, Director William G. Ross Jr., Secretary
November 16, 2001
MEMORANDUM: 1 17 7
TO: Mr. John R. Dorney
Environmental Biological Supervisor i"n" 2_, 2001
Division of Water Quality
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: E.M.D. LLC c/o Ken Avolis, Avolis Engineering P.A.
Project Location: Craven County, adjacent to and within an unnamed tributary that flows to the
Trent River at 207 Hillcrest Rd., off Country Club Rd. (NCSR 1200), in the
town of Trent Woods.
Proposed Project: Proposes to replace a failing bulkhead (total linear footage 642 ft.); maintenance
dredge an existing canal (total spoil volume to be removed 700 yds. (3) not to
exceed -5 ft. NWL); and grade, clear, and landscape 19200 sq.ft. surrounding
the canal.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by December 7, 2001. If you have any questions regarding the proposed project, please contact Scott
Jones at [phone]. When appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
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.
SIGNED 151-B Hwy. 24, Hestron Plaza II, NVJ*1d1d City. North Carolina 28557
Phone: [phone] FAX: [phone] Internet http://dcm2.enr.state.nc.us
An Equal Opportunity 1 Affirmative Action Employer -50% Recycled 110% Post Consumer Paper
Development Type Fcc DCM % DWQ %
14300 1601 435100093 1625 6253 (24300 1602 435100095 2341
1. Private, non-commercial
development that does not involve S250 100%($250) 0% (SO)
the filling or excavation of any
wetlands or open water areas:
H. Public or commercial development
that does not involve the filling or $400 100%($400) 0% (SO)
excavation of any wetlands or open
water areas:
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, 8, C, or D
below applies:
III(A). For Private, non-commercial
development, If General water Quality S250 100%(S250) 0% (SO)
Certification No.3301 (see attached)
can be applied:
III(B): For public or commercial
development, if General water Quality 5400 100%($400) 0% (SO)
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 5400 60%(S240) 40%(S160)
written DWQ concurrence is needed
because of concerns related to wdter
quality or aquatic life:
III(D). If General Water Quality
Certification No. 3301 (see attached) S400 60%($240) 40%($160)
can not be applied:
IV. For development that involves
the filling and/or excavation of more $475 60%($285) 40%($190)
than one acre of wetlands and/or
open water areas:

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: E.M.D., LLC 2313 Grace Avenue New Bern, NC 28561
C/o Mr. Kevin Avolis, Avolis Engineering P.A.
P.O. Box 15564 New Bern, NC 28563
2. LOCATION OF PROJECT SITE: Adjacent to and within an unnamed tributary that flows to the Trent
River at 207 Hillcrest Road off Country Club Road (NCSR 1200) in the Town of Trent Woods, Craven
Co.
Photo Index - 1995: 71-789 All, B11-13, C13 2000: 71-827 A18-20, B20
State Plane Coordinates - X: 2,569,200 Y: 487,200 117 7
3. INVESTIGATION TYPE: CAMA and Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visits - 9/26/01; 10/11/01; 11/2/01
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - 11/16/01
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - New Bern Regional Land Use Plan
Land Classification From LUP - Developed
(B) AEC(s) Involved: CS, EW, PT
(C) Water Dependent: Yes
(D) Intended Use: Housing Development / Subdivision
(E) Wastewater Treatment: Existing - None
Planned - Individual Subsurface Treatment Systems
(F) Type of Structures: Existing - Bulkhead (failing)
Planned - Bulkhead
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FII I Fn nTHF=P
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands 0.71 acres 0.03 acres
EW, PT (dredging) (bulkhead fill)
(C) Other 0.44 acres
CS
(D) Total Area Disturbed: 1.18 acres
(E) Primary Nursery Area: No
(F) Water Classification: SB SW NSW Open: No
FIELD INVESTIGATION REPORT:
E.M.D., LLC
PAGE #2
8. PROJECT SUMMARY: The applicant proposes to replace a failing bulkhead (total linear
footage 642 ft.); maintenance dredge an existing canal (total spoil volume to be removed 700
yds.' not to exceed -5 ft. NWL); and grade, clear, and landscape 19200 ft.z surrounding the
canal.
9. NARRATIVE DESCRIPTION
Project Setting
E.M.D., LLC owns a 2.95 acre tract surrounding the head of an unnamed canal that flows to the
Trent River. Elevations on the tract rise from 3 ft. above sea level at the canal to approximately
10 ft. above sea level along Hillcrest Road and Trent River Drive. The property was cleared
and graded without authorization during September 2001. In order to stabilize the site, the
applicant has installed a silt fence upslope from the existing bulkhead, mulched the tract, and
seeded the tract. As of the date of this field report grass has begun to germinate over much of
the site. Only a few trees were left standing on what was previously a densely vegetated tract.
A house previously located at 207 Hillcrest Road and within the boundaries of this tract was
also demolished and removed during the clearing. In response to this activity, the Division of
Coastal Management (DCM), the Division of Water Quality (DWQ), and the Division of Land
Resources (DLR) has initiated enforcement actions against E.M.D., LLC. To date, restoration
activities continue for both DWQ and DLR. The applicant has satisfied restoration efforts
required by DCM and a civil assessment will be issued shortly.
From the applicant's property boundary, the canal flows some 560 ft. to the Trent River. The
canal and the applicant's property are bordered by a residential community. The canal varies
in depth from -2.5 ft. NWL at the canal mouth to -5 ft. NWL near the head of the canal.
Likewise the canal varies in width from a minimum of 20 ft. to a maximum of + 60 ft. Some
coastal marsh and wetlands borders the canal in this area. Downstream of the applicant's
property the canal is currently used for recreational boating access via existing single-family,
residential piers. The canal is not designated as a Primary Nursery Area nor is it open to
shellfish harvesting. While the canal is not classified by the DWQ, it carries the same
classification as its connecting waters, the Trent River, which is SIB SW NSW. In addition the
canal acts as a receiving point for stormwater runoff via existing pipe and culvert from Country
Club Road (NCSR 1200).
FIELD INVESTIGATION REPORT:
E.M.D., LLC
PAGE #3
Project Description
The applicant proposes to replace the failing bulkhead with a new one. The alignment of the
new wall is shown 2 ft. waterward of the existing wall resulting in the placement of 119 yds.' of
backfill in open water. Total length of the new wall is 642 ft. The new wall will be constructed
of treated lumber. The height of the wall from the canal bottom to the top of the wall is 7.5 ft.
There will be four 4" x 6" whalers spaced evenly from the bottom of the wall to the top. Pilings
will be located on 5.5 ft. centers. Each piling will be tied back through the top whaler to a 6"
timber at least 10 ft. landward of the new wall via 3/" galvanized tie rod. Pilings and tie back
timbers will be embedded a minimum of 8 ft.
The applicant also proposes to maintenance dredge the canal to a maximum depth of -5 ft.
NWL. Dredging will be accomplished via mechanical digging techniques. The dredging has
been divided into two separate zones. Zone A (280 linear feet) is located from the head of the
canal to the applicant's southern property line or contiguous to the new bulkhead. Maximum -
5 ft. contour width will be 41 ft. Bottom contours will rise at a 1:3 slope to a uniform depth of -
2.5 ft. NWL immediately adjacent to the new bulkhead. This,-2.5 ft. depth will extend
approximately 3ft. waterward from the new bulkhead. Total spoil volume removed from Zone A
= 380 yds.'. Zone A will be excavated from the shore using a backhoe and dump truck.
Zone B (568 linear feet) will continue the -5 ft. depth throughout the remaining length of the
canal to the Trent River. Maximum -5 ft. contour width will not exceed 8 ft. Outside the -5 ft.
contour, the bottom will rise at a 1:2 slope to meet existing contours. Maximum excavation
width in Zone B will be limited to 30 ft. Total spoil volume removed from Zone B = 320 yds.'.
Of the 568 ft. to be excavated in this zone, only the southernmost 50 ft. will fall outside the
canal, in open waters of the Trent River. This portion of the excavation will connect the canal
to the -5 ft. contour in the Trent River. Zone B will be excavated using a mechanical excavator
on a small barge.
No wetlands, coastal marsh, or aquatic vegetation will be excavated or filled as part of the
maintenance dredging or bulkhead installation.
FIELD INVESTIGATION REPORT:
E.M.D., LLC
PAGE #4
Spoil generated from the maintenance dredging will be placed on applicant's property and
utilized as backfill behind the new bulkhead. The placement of this backfill will raise existing
elevations at the canal by an average depth of 1.05 ft. A slight swale will be placed 2 ft.
landward of the wall to prevent surface runoff from spilling over the new wall. All filled areas
will be compacted, seeded, and mulched. Silt fences will remain in place throughout
construction until disturbed areas are stabilized.
Anticipated Impacts
The proposed maintenance excavation will require the removal of 700 yds.3 of spoil from a
0.74 acre area within an unnamed canal tributary to the Trent River. The mechanical removal
technique, both from high ground and via barge with excavator, will likely cause some short
term turbidity impacts. The spoil will be deposited over 0.44 acres of uplands surrounding the
head of the canal and permanently stabilized. Turbidity impacts can also be expected during
bulkhead installation. Future development of the site will include the construction of single
family residences including driveways, septic systems, landscaping, etc.
Prepared by: Scott Jones
November 16, 2001
Form DCM-MP-1
APPLICATIONOCT
(To be completed by all applicants)
b. City, town, community or landmark
1. APPLICANT TrAnf- wnnAa
a. Landowner:
Name E.M.D., LLC
c. Street address or secondary road number
207 Hill Crest Road
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
Address 2313 Grace Avenue
City
New Bern
State NC
Zip 28561 Day Phone [phone]
Fax N/A
b. Authorized Agent:
Name Avolis Engineerina. P.A.
Address P• O• Box 1 5 5 6 4
City New Bern State NC
Zip 28563 Day Phone (2c;2) rv?-nn68
Fax [phone]
c. Project name (if any) Canal Improvements
E.M.D., LLC
NOTE: Perndt will be isnwd in nano of landowner(s), and/or
project nanse.
2. LOCATION OF PROPOSED
PROJECT
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Trent 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.
(4) Residential dwellings
Replace existing wood bulkhead
Dredge existing canal
b. Is the proposed activity maintenance of an existing
project, new work, or both? Maintenance
c. Will the project be for public, private or commercial
use? 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 ages. Existing wood bulkhead
has deteriorated and will be
replaced. Dredging is needed to
remove sedimentation and
vegetation from canal.
a. County Craven
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 2.95 Total Acres
b. Size of individual lot(s)_20, 000t SF
c. Approximate elevation of tract above MHW or
NWL 3' to 10'
d. Soil type(s) and texture(s) of tract
Tarboro Saran _ (,ravish BrnF 4a d
e. Vegetation on tract Grass, Trees, Shrubs
f. Man-made features now on tract Bulkhead
Residential Dwelling ,
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use plan.)
Conservation
x Developed
Rural
Transitional
Community
Other
h. How is the tract zoned by local government?
R e s i dent-; al
Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning co np&mce ami. ficate, if applicable)
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 = No
1. Are there wetlands on the site? x Yes No
Coastal (marsh) = Other
If yes, has a delineation been conducted? No
(Attach doomwntation, if a%ailable)
m. Describe existing wastewater treatment facilities.
Septic System
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 runoff from typical
single family residential lots
o. Describe existing drinking water supply source.
Trent Woods Community Water
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
Revised 03195
1'V& 1A• "t.171-111r-1
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.
Name See at
Address
Phone
Name
Address
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.
$400
• A check for $2501 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. N/A
•. 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
.;6a 0 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 day of 5
, 19 ;too
Print Name R. Earl Jones
Signature Y,/ '
r or A rid Age t
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 dare each attachment in the
space provided at the bottom of each form.
Revised 03195
ADJACENT PROPERTY OWNERS
1. T. Russell Peterman
103 Hillcrest Road
New Bern, NC 28560
PH- [phone]
2. Richard & Cathy Bratcher
P.O.Box 15453
New Bern, NC 28561
3. Drew Willis III
201 Hillcrest Road
New Bern, NC 28562
4. James & Janet Corcoran
4701 Trent River.Drive
New Bern, NC 28562
rte'? ?001
: orm 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 Fi321
Ezisting Project
Ungth Width Depth Depth
Access
channel
(MLW) or (N,VL)
Canal Zone 1
Zone 2
Total
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
n ? r 2 5 X001
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 700 cy
(380 cy-Zone 1, 320 cy-Zone 2)
b. Type of material to be excavated
Silt

280 41 4' 5'
568 30 3.5' 5'
848 35' 3.5' 5'

MZ7

c. Does the area to be excavated include coastal
wetlands (tb4rsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes X No
d. Highground excavation in cubic yards None
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area
On subject prpperty - see elan
b. Dimensions of disposal area
160' x 160'
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? Yes x No
If yes, where?
Form DCM-MP-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
If yes,
(1) Amount of material to be placed in the
water N/A
(2) Dimensions of fill area _ N/A
(3) Purpose of fill N/A
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead Riprap
b. Length 642 LF
c. Average distance waterward of MHW or NWL
2 feet
d. Maximum distance waterward of MHW or NWL
2 feet
e. Shoreline erosion during preceding 12 months
Less than 6 inches
(Source of inlorma on)
f. Type of bulkhead or riprap material
wood bulkhead
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfiIl 1 19
642 LF x 2' w x 2.50 = 119 cy
h. Type of fill material
Sandy Loam
i. Source of fill material Permitted
off-site borrow pit
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes X No
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
If yes,
(1) Dimensions of fill area N/A
(2) Purpose of fill N/A
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled?
Filled material will be
compacted, seeded and mulched
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
backhoe, dumo truck-Dredge on 1
small barge, backhoe-Dredge Zone
c. Will wetlands be crissed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
R. Earl Jones
AppG t or Project Name
Sig ture
Date
r-15 I J A. , ' i r i A- I_ A I? \\\ Y/.1kt.

,k y T 46 /
4-L
46 46 46 46 46 46 -k- 4-
44?4;t- 4k 46 46 46 4& 46 4
46 46 4k
-46-1A 46 4 A- 4
Ak 41
44 4 -4- -Jt 4 ilk - 4 44 4-4 4 .el<;._.rt..-.k
-46 -41
Jt 14 -& 46 •Ilt 4 14 t 44 4 ? 1It 44
4 4L, 4,1 k 4- 46
1 +4 46 Jt • 4 _ dt_ 46- Jt 16 ilt X14 -Jo- k
A, A.
AVOLIS ENGINEERING, P.A. SITE LOCATION MAP
Civil and Environmental En eerin CANAL IMPROVEMENTS
9m 9 EMD, LCC PROPERTY
P.O. BOX 13584 NEW BERN, NORTH CAROLINA 28381 207 HILL CREST ROAD
PHONE: [phone] FAX: [phone] NEW BERN, NORTH CAROLIN

OCT 2 5 2001

AVOLIS ENGINEERING, P.A. 2000 AERIAL
Z7?`.m
W CANAL
Civil and Environmental Engineering EMD, LCC
P.O. BOX 15564 NEW BERN, NORTH CAROLINA 28561 207 HILLC
PHONE: [phone] FAX: [phone] NEW BERN, N(
_
~~~~~uti~inullmmrrurirr
CA 0
,o ~ 1313 R: SITE ADDRESS fE ~o CURRENT PROPERTY OWNE
Per TRENT WOODS ti9 •.9 M LC 207 HILLCREST ROAD E D, L < ~ -
~ ; So, °!i 1343 w N W BERN NC 28562 = SEAL P.O. BOX 1547 E _ -
J PTI~N BY DATE 2313 GRACE AVENUE ND. DESCRI 15738 ,
a .`ge ~ re W BERN NC 28561 NE
Ne~'~ R2UlS10nS ~'''~FNGINEEQ~' 252 633 6484 ~
yd 1315 c ~ 1316 ~ o Q K PJ PROJECT AREAS iip~r FVIN \p~~
HI~I ~ ~ andale Rd ~ - ~ TA ITE AREA INCLUDING CANAL = 128,318 SF = 2.95 ACRES urrrulmllluau~ TO L S ( ) ,
~ a Q LING ZONE 1 = 13 904 SF = .32 ACRES ~ ~ b TOTAL AREA OF CANAL, DRED SHORELINE BEARINGS AND DISTANCES
~ t ~ U TOTAL AREA OF CANAL, DREDGING ZONE 2 = 18232 SF = .42 ACRES TO FROM POINT A B DREDGE VOLUME,ZONE 1 = 380 CUBIC YARDS
a o~ ~ ~ DREDGE VOLUME, ZONE 2 = 320 C'JBIC YARDS DIRECTION DISTANCE
= - ~ TOTAL DREDGE VOLUME = 700 CUBIC YARDS S18'43'05"E 15.26'
~ Teal Dr ~ Gioenview Rd TOTAL LENGTH OF NEW BULKHEAD = 642' N51'57'53"E 10.85' ~
rn a N24'24'21"E 20.81' ~ ~
LJ WoOd - r~ Dr. 20.35' Q N 45 3104E ~ W ~
_ t S24'18'14"W 12.16' Q ~ O E-+ ~
Tre nt ~ ~ ~ N29'29'33"E 123.14' p , , p
i~er ~ o ~ S38'S1'01"W 64.38' ' Z .d ~ .~ti~ CONNIE V. RUSSELL S44'28'40"W 25.20 • ~ ~
r ~ ~ ~5 g ~ Z ~ ~ ho. ~ 301 N. ELM STREET "E 16.50' ~ ~ 2 , N66 59 25
L C.C. IGHTS ~ Morgan l.n Q ~ GREENSBORO NC 27408 1.08' ~ ~ Q S6113 30 E 3 E~ ~
DB 1757 P 298 4 ' iJ W ~ S39'06 51 W 115. 0
CHELSEA 153.33' W W S253021 W ~ ~ ~ W
~ fenella Rd N09'31'35"E 27.50' ~ ~ W
(xU~~~
TRENT RIVER a~Q~Q
R~~~ R ° / s,
,oa o NOTES:
NOT TO SCALE VICINITY MAP N`15~3p5 MD LLC RELATIVE ti5 E \ , s~,, 1. WATER DEPTHS ARE P.O. BOX 1547 TO NORMAL WATER LEVEL (NWL).
/ 207 HILLCREST ROAD 2, THE TIDE WAS AT NWL AT THE
NEW BERN, NC 28563 TIME OF WATER DEPTH MEASUREMENTS.
DB 1834 / P 993
~,P \ 3. NO COASTAL WETLANDS WILL BE .
/ P~ ISTURBED OR FILLED ~S GILES PARKER EXCAVATED, D ~ ~
~ P.O. BOX 12126 DURING THE PROPOSED CONSTRUCTION. ~ Q~,P so c N o
~P~ ~0 PROPERTY LINE a~ NEW BERN, NC 28561 •L ~
v~o 0 /P~~' NORMAL HIGH \ ~ DB 491 / P 421 rr ~ z I
eP~ A, WATER LINE [phone] ~ o
- = ~ ti9°' W U N
/ ! o°~~ c~ P~ r / _ - ~ N
P~~' / EXISTING 18" METAL ~
0~~ / , / / , ~ PIPE TO REMAIN ~ c z ~
i, /5~F. i / / / ~i ~Z~
~ ~ / j ~ ~ ~-1 ~~o ~ ~ / pmo
h~° ~6 6 - / / 5,9' ~
5~' JAMES & JANET CORCORAN
A ~ - , ' / ~ % ~ ~ w r~ / / ~ / W Z co
i 4101 TRENT RIVER DRIVE - ~ NEW BERN, NC 28562 / / ~c0 N
~ DB 1092 / P 43 +-5.0' ~ / / / / ~ to ~ ~ DROP INLET TO REMAIN ~n N
~ [phone] / / / 1, ~
/ / / / F--4 = x w
/ ~ DREW & MARIAM WILLIS ~ ~ m U z
~ 201 HILLCREST DR 0 oa ~ NEW BERN, NC 28562 ~
~ ~ ~ DB 1063 / P 276
/ ~ ~ / 633-2595 (252)
~ \ PROPOSED
+-4.0' ~ i NORMAL HIGH ~ \ l0T LINE ~ \ /
WATER LINE / \ /
/ ~ ~ \
' + TING BOAT EXIS VG BOAT LLC . / EMD,
~ ~ IN ~ ~P ~ / / HOUSE TO REMA . TO REMAIN P.O. BOX 1547
P~ ~ /j / 207 HILLCREST ROAD
T R GRAN JAMES & JANE CO C / t-~' ~P~ ~ PROPOSED NEW BERN, NC 28563 ~ LOT LINE ~
4701 TRENT RIVER DRIVE Q / / ~lEW BERN, NC 28562 ~G~O J~ / / DB 1834 / P 993
~ ~ 35 P ~ DB 1092 P 43 ~ / / / EXISTING WOOD DECK / ~ ~
°o _ 0~ ~ o / TO REMAIN ~ o [phone] .5F
G ~i~- / ~
S ~ / ~ s9
P' i ~P~~' +-3.~ ' ~ 0~ / ~ , o'~ s~
EXISTING CONCRETE BOAT
c^ 5`~ / / ~ ~ AIN ~ ' ~ i - RAMP TO REM ~
°V>, ~
/ ~ ~ti pN 00 655 00 Sti 0 /
~i ~ ~ ti ~~~G
/ ~ RUSSELL & LYNN PEl ~ 4 SELL & LYNN PETERMAN
103 HILLCREST ROAD HILLCREST ROAD
~ M RRIS W BERN NC 2856 ~ DREW WILLIS /RALPH 0 NE BERN, NC, 28562 1519 ~ P 575
/ EASMENT TO CANAL DB 1519 P 575 ~ / ~ / DB 1456 P 523 252 636-2816 636-2816
/ ~ ) / ~
z
~G ~ ~ ~ 9 ~ a ~
B oP° ~Qo
/ RICHARD & CATHY BRATCHER R E'' ~ ~ ~S~ z N ~
/ ~ ~ P.O. BOX 15453 c~ ~o~ a W ~ W U
~ / / ~ ~ ~ NEW BERN NC 28561 / j DB 1773 / P 463 a W
/ ± 3.5 i wa~,x
~ EXISTING BOAT DOCK ~o ~ ~ ~ ~ W
~ v~ AND BOAT LIFT - 9~ a ~ ~ ~ ~ p U~
+_3~y ~ ~9 ~ a ~
\ + 2.5% U~Z ~a ~ / H
- , H xz
\ \ - JOSEPH S. BUFF a ~ ~ ~ ~
% % ~ i ~ 4603 TENELLA ROAD Q W ~ ~ z~
~ NEW BERN, NC 28562 ~ ~ o~ W / w
-5.5 D6 1319 ~ P 784 ~ ~ ~ RI ~
~ ~ 9~ w O
~0 ~P z
5~P ~P . 0~ OF P~ ~
~0 ~ i 1 00 p ~
~ ~ / ~0 ~ ~ ~ zo o~
EXISTING B AT
DOCK AND ~ COVERED LIFT ~ ~
ROBERT K. COLEMAN
0~~ 4601 TENELLA ROAD
~ P~ NEW BERN NC 28562 ~P~ QC, ~0 IOOZ (1 Z ~0~
.~o FO ~ DB 1679 / P 107
.0
~0 OQ GRAPHIC SCALE
40 0 20 40 80 160
A OVERALL SITE PLAN o ( IN FEET )
GRAPHIC SCALE Ci Ci SCALE: SEE 1 inch = 40 ft. C1.DWG
y y
y

y~ r
~\\\\\11111IN1 Illlllq/ ~H CA ~
1~~~ 05. 404 WETLAN[?~ ~ ~P`' SILT FENCE o~ p~ CURRENT PROPERTY OWNER: SITE LOCATION ADDRESS E r0y ~
o PROPERTY , o~ EMD, LLC 207 HILLCREST ROAD 9<
LINE 50 P.O. BOX 1547 N W - SEAL E BERN, NC 28562 N0. DESCRIPTION BY DATE _
2313 GRACE AVENUE 57gg
y y NEW BERN NC 28561 Revlslons •~.•F e•:•~
[phone] GINE~,:
'a ~ PROJECT AREAS ~~iii VIN P
T T IT = _ ~4ipUNlutl ilnlu~~1\\\ 0 AL S E AREA (INCLUDING CANAL) 128,318 SF 2.95 ACRES
TOTAL AREA OF CANA R - - 1 ~ D L, D EDGING ZONE 1 - 13,904 SF - .32 ACRES SHORELINE BEARINGS AND DISTANCES TOTAL AREA OF CANAL, DREDGING ZONE 2 = 18232 SF = .42 ACRES FROM POINT TO
A B DREDGE VOLUME,ZONE 1 = 380 CUBIC YARDS DIRECTION DISTANCE
_ 5 ~ DREDGE SPOIL DEPOSITION AREA \ ~ 30' ZONE AROUND CANA DREDGE VOLUME, ZONE 2 = 320 CUBIC YARDS 1 '4 ' ,
~ ~ L PERIMETER V ~ \ 32,016 SF @ 7" AVERAGE THICKNESS TOTAL DREDGE VOLUME = 700 CUBIC YARDS S 8 305'E 15.26
~ ~ = 700 CUBIC YARDS N51'5T53"E 10.85' ~ TOTAL LENGTH OF NEW BULKHEAD = 642' N24'24'21"E 20.81'
~ ~ ~ Q ~ N45 3104E 20.35 ~
~ ~ ~ ~ ~ 4, A ~ S24'18'14"W 12.16' W Q ~
~ O F-+ N29'29'33"E 123.14' ~ ~ \ p .p
\ ~ ~ ~ S38'51'01"W 64.38' ~ ~ O Z
~ ~ ~ SILT FENCE ~ S44'28'40"W 25.20' . • a1 ~
~ \ ~ ~ ~ N66'S9 25 E 16.50 UO ~ ~(~Q
+ ~ ~ ~ ~ o ° -5.0 ~ , - S61'13 30 E 31.08 ~
~ ~ ~ ~ ° \ ~ ~ S39'06'S7"W 115.40' U ~
o ~ ~ W Z . S25 30 21 W 153.33 W ~~~UW
N09'31'35"E 27.50' O W ~ ~ E-~
(xU(~~~
.5 0 ° ~ ,4 ~ a~laUQ
~ r" ~ \ ~ ~ ~ ~5 \ NOTES: 1. WATER DEPTHS ARE RELATIVE
~ ~ TO NORMAL WATER LEVEL (NWL},
A ~ ~ 2. THE TIDE WAS AT NWL AT 1HE TIME OF WATER DEPTH MEASUREMENTS.
\ ~ \ ~ 3. NO COASTAL WETLANDS WILL BE
-5 _ ~ \ EXISTING BU KH A EXCAVATED, DISTURBED, OR FILLED v L E D ~ PROPERTY LINE ~ NORMAL HIGH WATER .LINE DuRINS THE PROPOSED CONSTRUCTION.
~ ~ ~ `T~
~ v ~ ~ PROPOSED NEW BULKHEAD ' ~ ~ ~
~ \ ~,~n r`
CONNECT NEW BULKHEAD - ~5 ~~~S~ - -T~ EXCSTING BULKHEAD ~ ~ ~ ~~o
~ \ ~ \ \ ~Q~
_ -5.0' ~ / _ \ ~ ~z ~ \
~ , ~ ~ ~ \ \
~ ~ l
~ ~ V ~ - I N I ~ \ W ~ ~
SILT FENCE ~ % ~ \ \ o x
- ~ 5 \ \ ~ ~zQ \ \ \ a~
PROPERTY LINE ~ ~ ~ EXISTING BULKHEAD EXISTING BULKHEAD PROPERTY LINE NORMAL HIGH WATER LINE ~ ~ ~ ~ ~ \ DREDGE SPOIL DEPOSITION AREA ~ z ~
~ 4 TO REMAIN ~ \ \ ° \ V A 30' 7.ONE AROUND CANAL PERIMETER ~ p w o
v \ V A 32,016 SF @ 7" AVERAGE THICKNESS ~ L m o \ \ ~ ~ I
PROPOSED NEW BULKHEAD ~ ~ ~ A \ = 100 CUBIC YARDS ~ w
~ \ \ \ \ Wzc~o
~ \ ~ _ ~ ~ ~ ~ \ \ \ ~t0 N
~ ~ RUSSELL & LYNN PETERMAN ~
103 HILLCREST ROAD -5.0' V ~ ~ ~ ~ _ v \ \ I--4 - x w
~ DREDGE SPOIL DEPOSITION AREA NEW BERN, NC, 28562 ~ ~ m0
DB 1519 P 575 ~ 30' ZONE AROUND CANAL PERIMETER A V ~ ~ U z AV A V
252 636-2816 ~ 32,016 SF @ 7" AVERAGE THICKNESS ( O o
~ = 700 CUBIC YARDS V ~'S SILT FENCE v ~ ~ ~ ~
~ ~ v ~ ~ ~ 'A
~ o
~s SILT F N \ ~ E CE \
\ ~
\ I \ \
\ ~ P
EMD, LLC ~ ~
P.O. BOX 1547 ~ \ w o
207 HILLCREST ROAD ~ I
NEW BERN, NC 28563 ~ ~ v
DB 1834 ~ P 993 \
v
N ~ v / ~ ,
EXISTING BULKHEAD ~ PROPERTY LINE ~ NORMAL HIGH WATER LINE ~ \ , \ ~
\ \ 'S
PROPOSED NEW BULKHEAD ~v~ ~
'4
1 A DREDGING ZONE 1 ENLARGEMENT _1
C1 C2 SCALE: SEE GRAPHIC SCALE ~v /
GRAPHIC SCALE
10 0 5 20 40 H
~
(IN FEET ) Qi r_, \ W
1 inch = 10 ft. H
EXISTING 18" METAL PIPE U1
~-+QO TO REMAIN E~ ~
z~ ~ ~ ~p~ w ~
2' ~ W U
30 LIMIT OF FILL SILT FENCE (:1., W O
z ~ ~ ~ ~ 10' MINIMUM p ~
~ ~ x w wo z o w I-1 ~a ~
W Q w Q O = O = FINISH GRADE 2 O Q-+ ~ U U
W Y W Y ~ Z ~ a
J J Q~ Q~ D wm ~ m 2x12 CAP a H ~ W
~ x Z ~
~ C2 C2 SPOIL FILL (600LF x 30' WIDE z N RA S HT SWA - 4X6 ~ ~ H Q W U~ TO PREY T~VAT~ft F OM ~
1.05' AVG. DEPTH = 700 CY} - - NOTES: ~ p pa SPILLING OVER BULKHEAD 6X6 PILES ~ W
/ 1. SEED AND MULCH ALL DISTURBED AREAS. U ~ @ 6 O.C. Q
2. REMOVE SILT FENCE ONLY AFT R V T E EGE ATION W 6 ROUND TIMBER HAS BEEN ESTABLISHED. W
TIE BACK 2x8 T&G Z
EXISTING GRADE
_ _ - - - - - . - - - _ - _ - _ _ _
a 3 4" GALUANIZED - _ - . Q ~ TlE ROD
~ w EXISTING SAND ~ SILT a ~
~ ~ TO BE DREDGED = W
EXISTING DEPTH ~ 380 CUBIC YARDS ~ EXISTING BULKHEAD
- PROPOSED DEPTH X ~ 3' _ , STRUCTURE TO BE
x ,,~1 , - - 3 REMOVED AS NEEDED ~ EXISTING BOTTOM TO INSTALL NEW
I 3
~ VARIES 8' MINIMUM BULKHEAD N _ EMBEDMENT PROPOSED BOTTOM
H II 3'
8' MINIMUM
SECTION A-A C~ DREDGING ZONE 1
C1 C2 NOT TO SCALE c TYPICAL BULKHE C2 C2 NOT TO SCALE ICAL BULKHEAD CONSTRUCTION EMBEDMENT
TO SCALE I
4----? -I C2. D W G

~ \14U11111111IfH; ~~\11\
0
y9 •.9
= EAL
- ND. DESCRIPTION BY DATE _ 5733
Revisions . F
JAMES & JANET CORCORAN ~ ' . NG EEQ.:' ~ S~, Ov~~.
~ ~ ''••PJ o~° iii,, F I1~ \~~o~
4701 TRENT RIVER DRIV ~fq IIIIIIIIIIUI\\\ 5 t~'
NEW BERN, NC 28562 B 1092 P 43 it
D
- ~ - - 252) 638-3344
EXISTING BOAT DOCK ~
i
AND BOAT LIFT ~q ~
W ~ q~
o~~
o~ o
o z ~a ~
JAMES & JANET CORCORAN ~ pa q H ~
4701 TRENT RIVER DRIVE U W
W zx.. NEW BERN, NC 28562 W
~~~OW DB 1092 / P 43 O ~ ~ W ~
252 638-3344 fx U ~ ~ ~
_ / ( ) a~q~q
I
1'
~ , I
_
_ _ - ~

- - - -5.5 ~ - ~ -

~Q~
- 0 DISTANC -5 -2.5 ~ 75 1 - \ z ~
AL N ~ - _ F CAN ~ _ - - - _ MOUTH O ~5 ~ -5 ~ - _ - _ o
-CHANNEL TO MID -4 - - ~ ' ; - ~ w ~ ~
_ _ _ - ~ - ~i
,'S - 4 ~ - - _ - ~ ~ - - - - -3.5 - ~ ~ ~ _ ~ X
- ~ - - - ~ \ _ _ ~ ~ Q \ \ ~ Z ~
- ~ ~ ~ \ - ~Zpj
V A ~ ~ CO ~ _ F°'4 ~ W O
\ ~ ~ ~ ~ NORMAL HIGH ~„J'
DREW WILLIS ~ RALPH MORRIS ~ S 4 ~ ~ ~ ~ _ - WATER LINE ~ ~ ~ ~ ~w~
- - EASMENT TO CANAL ~ ~ \
DB 1456 P 523 ~ ~ 5 r~ ~ ~ ~ O ~ c0 N
- ~ ~ T/~ o ~ - - ;TJ V L ° ° _ - - ~ - X
- ° ~ a . ~ ~ _ - - ~ G7 ~ ~ Z
° ~ ~ ~ ~ _ - _ _ Z Z U I ~ O ' tZ
~ , O
- EXIS ING BOAT ~ ~ - o
DOC D - ° EXISTING CONCRETE BOAT _ ~ ° . ~ ~ - ~ ~
~ COVERED LIFT _ ° ° RAMP TO REMAIN ~ , _ -5 , -
~
- ~
- - - _ /i
1
EXISTING BOAT I
JOSEPH S. BUFF
4603 TENELLA ROAD HOUSE TO REMAIN EXISTING WOOD DECK ~
NEW BERN, NC 28562 TO REMAIN
DREDG ~ __I I LNG Z -
DB 1319 P 784 W ~ ~ l ~NE 2
Q
558'
I
RICHARD & CATHY BRATCHER RUSSELL & LYNN PETERMAN I
P.O. BOX 15453 103 HILLCREST ROAD
GRAPHIC SCALE NEW BERN, NC 28561 NEW BERN, NC, 28562 E~
20 p 10 20 40 80 DB 1773 ~ P 463 DB 1519 / P 575 ~ w
A DREDGING ZONE 2 ENLARGEMENT (252) 636-281.6 Z q
C3 C3 SCALE: SEE GRAPHIC SCALE rr~~ H
( IN FEET ) V1 ~ Q O N~y
1 inch = 20 ft. W NN o
W W W ~ U
a
w ~ ~ o x ~ ~
o~
aW~ a ~ ~
a U z
~ w
x F-, H
I Q W
Z ~ ~ ~ O ^
1 W H . I; ~ ~
EXISTING CHANNEL BANK I ~ W
~ W L.J
w PROPOSED BOTTOM _ c,
~ Q F~
w N T DISTURB ~ DO 0
Q WETLANDS OR W
1 ~ ,X ~ 1 AQUATIC VEGETATION

2 2 2
8'
EXISTING EXISTING SAND /SILT
CHANNEL BOTTOM WIDTH TO BE DF TO BE DREDGED =
320 CUBI 320 CUBIC YARDS
n
B SECTION B -B DREDGING ZONE 2
c3 c3 NOT TO SCALE
C3
C3.DWG