SW8001020_COMPLIANCE_20001018

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW kwle:2v
DOC TYPE
❑CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
ol COMPLIANCE EVALUATION INSPECTION
DOC DATE
YxJIbCF� �
YYYYMMDD

October 16, 2000
MEMORANDUM.
TO
FROM
SUBJECT -
Applicant:
Project Location:
RECEIVED
OCT 18 Z000
BY:
Mr Kerr T. Stevens, Director
Division of Water Quality
Doug Huggett
Major Permits Processing Coordinator
RE(CEHVE
C'- 1 G -.110
.1 LIJJ D
CAMA/DREDGE & FILL Permit Application Review
Charles King Trust c/o Mike King
DIVIgIONI nF _ _
Carteret County, in the Town of Beaufort, at the end of Broad Street,
adjacent Gallants Channel on the Newport River
Proposed Project: Proposes to construct a two building, four -unit townhome complex
with five slips Included in the proposal are dredging the adjacent basin
and stabilizing the shoreline with a vertical bulkhead
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by November 6, 2000 If you have any questions regarding the proposed project,
please contact M. Ted Tyndall 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 DATE

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1 APPLICANT'S NAME Charles King Trust c/o Mike King
2 LOCATION OF PROJECT SITE Carteret County, in the Town of Beaufort, at the end of Broad
Street, adjacent Gallants Channel on the Newport River
Photo Index - 1995 41-508 (indexed by I,J-17) 1989 3 154 18 (indexed by F,G-18,19)
State Plane Coordinates - X 2,700,850 Y 362,300
3 INVESTIGATION TYPE CAMA/D&F
4 INVESTIGATIVE PROCEDURE Dates of Site Visit - Aug 22, 2000
Was Applicant Present - No
5 PROCESSING PROCEDURE Application Received - August 21, 2000
Office - Morehead City
6 SITE DESCRIPTION
(A) Local Land Use Plan - Town of Beaufort
Land Classification From LUP - Conservation
(B) AEC(s) Involved PT, EW, CS, CW
(C) Water Dependent Docks, dredging, bulkhead - Yes, townhome complex - No
(D) Intended Use private
(E) Wastewater Treatment Existing - Town of Beaufort
Planned - Town of Beaufort
(F) Type of Structures Existing - Gravel parking
Planned - Docks, bulkhead, townhomes
(G) Estimated Annual Rate of Erosion None
Source - Applicant
7 HABITAT DESCRIPTION
[AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non -Vegetated Wetlands
bulkhead fill
usurpation of
PT & EW of Gallants Channel Basin
12,500 ft2
680 ft2
4,490 ft2
(C) Other
Onsite grading
Offsite spoil basin
High Ground
23,400 ft2
23,800 ft2
(D) Total Area Disturbed 64,870 ft2
(E) Primary Nursery Area No
(F) Water Classification SA Open No
8 PROJECT SUMMARY The applicants propose to construct a two -building, four-umt townhome
complex with five slips Included in the proposal are dredging the adjacent basin and stab zl ing he
shoreline with a vertical bulkhead

FIELD INVESTIGATION REPORT:
CHARLES KING TRUSTICARTERET COUNTY
PAGE #2
9. NARRATIVE DESCRIPTION:
Project Setting
The applicants own 1 38 acres at the end of Broad Street, immediately south of the U S
70 bridge crossing Gallants Channel and the Newport River, in the Town of Beaufort, Carteret
County, North Carolina The tract is at the head of a basin that measures approximately 130'
wide by 500' in length and is located immediately adjacent to Gallants Channel A concrete
building and gravel parking were previously on the site but have since been removed The site
has subsequently been used as a dredge spoil disposal area The applicant has an existing
CAMA Minor Permit to re -gravel the previous parking lot and footprint of the old concrete
building The shoreline at the head of the basin is stabilized with miscellaneous rock and
concrete There are several pockets of marsh immediately in front of the rip rap with
extensive marsh vegetated with S a� rtina alterniflora along the north side of the basin and to the
north and north east of the of the site A spit of sand extends out in the basin near the mouth
The waters in the basin average -2' below MLW The waters in the basin as well as in
Gallants Channel are classified as SA and are closed to shellfishing
The Town of Beaufort via the end of Broad Street is the adjacent property owner to the
east while a private residence is adjacent to the east and NCDOT right of way is located to the
north The Gallant Group has been authorized to develop a condo complex on the tract to the
south of the basin adjacent to the Town of Beaufort property Although there is some question
regarding whether the project is within the boundaries of the Beaufort Historic District, it is
located within the National Register listed historic district
Project Description
The applicants propose to construct 2 two -unit residential building complex with five
associated boats slips and associated dredging and shoreline stabilization The two townhome
buildings would measure 60' X 60' each with a high ground area measuring approximately
130' X 180' being filled and graded An asphalt parking area would be installed along the east
side of the townhomes Wooden walkways would lead from the townhomes to the boat slips
Four of the slips would be 17 5' wide and 50' in length with the fifth slip measuring 17 5'
wide and 35' in length A 6' wide by 95' access floating dock would run much of the width of
the property Three 4' X 24' finger piers would provide access to the slips Boatlifts would
be installed in the five slips A vertical concrete bulkhead is proposed landward of all marsh
for a total of 185' (although the application states 340') along a 2' average distance waterward
of MHW The basin excavation would involve an area measuring approximately 100' X 125'
(this includes approximately 720 ft2 of area that lies within the Town of Beaufort riparian
area) The basin is proposed to be hydraulically dredged to a depth of -9' below MLW The
material would be deposited on the Gallant Group property (no letter of permission was
included) The disposal area would measure 140' X 170' If the Gallant property is
unavailable, the spoil would be place onsite in an area measuring 75' X 125'
Vt

FIELD INVESTIGATION REPORT:
CHARLES KING TRUST/CARTERET COUNTY
PAGE #3
Anticipated Impacts
The townhomes construction and associated parking would result in the site being
approximately 32% impervious including 1,182 ft2 of walks, roads, and parking and 5,095 ft2
of townhome roof tops The existing or permitted impervious coverage is approximately 34 %
as a result of the historic use of the site Approximately 23,400 ft2 would be filled since the
site would be raised to a FFE of 8 0' It does appear that the corners of both buildings
encroach slightly into the 30' buffer area The proposed dredging would result in the
deepening of approximately 12,500 ft2 of shallow estuarine waters Approximately 3,500 yds3
of silt/sand material would be removed from the basin With proper dredging techniques and
sufficient monitoring support on high ground, there should be negligible increases in turbidity
and little direct dredging effects on aquatic organisms However, the loss of shallow water
habitat is obvious It should be noted that the dredging of the basin is at or adjacent to an old
industrial site and there may be the release of pollutants such as oils, etc
The bulkhead would result in the loss of another 680 ft2 of estuarine water as a result of
the 2' waterward of MHW alignment Installation of the concrete tie backs would result in the
filling/disturbance of an area some 20' landward of the alignment
The docks, finger piers and 5 slips as designed would usurp approximately 4,490 ft2 of
Public Trust Areas In addition, the docks and finger piers would shade approximately 936 ft2
of that amount As proposed, it does not appear that there would be any impact to navigation
Similarly, the docks/slips do not encroach within the 15' riparian setback adjacent to the Town
of Beaufort property
M. Ted Tyndall - Morehead City office - October 16, 2000

AEPLICATIO
(To be completed by all applicants)
1 APPLICANT
a Name Charles King Trust c/o Mike King
Address 300 Copeland Rd
City Beaufort State NC
Zip 28516 Day Phone [phone]
Fax [phone]
b Authorized Agent
Name Lawrence R Zucchmo, ASLA
Address Paton-Zucchino & Associates P A
200 North West Street
City Raleigh State NC
Zip 27603 Day Phone [phone]
Fax [phone]
c Project name (if any) King Townhomes_
NOTE Permit will be iss ued in name of
Landowner(s), acid/or project name
2 LOCATION OF PROPOSED PROJECT
a County Carteret
I
1 I 1
I1
5 l
b City, town, community or landmark
Beaufort
c Street address or secondary road number
Broad Street
d Is proposed work within city limits of planning
Jurisdiction? X Yes No
c Name of body of water near project, e g , river, creek,
sound, bay Gallants Channel
3 DESCRIPTION AND PLANNED USE OF
PROPOSED PROJECT
a List all development activities %ou proposed, e g ,
building a home, inotel, marina, bullhead, pier, and
excavation and/o filling activities
Redevelopment t existing industrial rite for
townhomes, bullhead, parking and p +att slips
b Is the proposed activity maintenance of an existing
project, new work, or both? New/Redevelopment
c Will the project be for public, private or commercial
used 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 Site consuuction for buildings parking,
roadways, utilities and boat docks

Form DCM-MP-1
t_7 `-- l - t
4 LAND AND WATER
CHARACTERISTICS
S 'C'�AciD' �1r�i.�tl:�`4�h31 I
tit LAA
m Describe existng wastewater treatment facilities
Town of Beaufort municipal_ sewer
a Size of entire tract 1 38 Acres n Describe location and type of discharges to waters of
b Size of individual lot(s) N/A the state (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
c Approximate elevation of tract above MHW or NWL _ down" and residential discharges ) Stormwater run-
6 - 8 Feet MSL off through Town storm sewer systein
d
Soil type(s) and texture(s) of
Dredge spoil - mixed sand/shell
e Vegetation on tract Maritime Shrub
f Man-made features now on tract Parking areas and
docks
o Describe existing drinking water supply source
Town of Beaufort municipal water supply_
g What is the CAMA Land Use Plan land 5. ADDITIONAL INFORMATION
classifications of the site? (Consult the local land use plan)
Conservation
X _ Developed
Rural
Transitiona[
Community
Other
h How is the tract zoned by local government?
B-3 Commercial
Is the proposed project consistent with the applicable
zoning? X Yes _ No
(Attach zoning compliance certificate of 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?
X Yes No
Are there wetlands on site? X Yes _
Coastal (marsh) X Other
If yes, has a delineation been conducted?
(Attach documentation if available)
Im
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 properties, 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 7.10203 for a
detailed description )
Please mote that original drawings are preferred and
only high quality copies will be accepted Blue -line
prints or other lat ger plats are acceptable only if an
adequate number of quality copies are provided by
applicant (Contact the U S Army Corps of
Engineers regarding the 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
WN iuQ 03P91;

Form DCM-MP-1
the site Include highway or secondary road (SR)
numbers, landmarks, and the like
A Stormwater Certification, if one is necessary
A list of 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 Iandowners 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 Gallant Group
Address c/o Pat Jovice/L, A _ Downey Son
P O Box 190 Newport, NC 28570
Phone [phone]
Name Mr Aaron Everett
NCDOT District Engineer
NC Division of Highways
Address 209 S Glenburnie Road
New Bern North Carolina 28560
Name Mr Tom Owens
Address 1 l 1 Broad Street
Beaufort, North Carolina 28516
Name Town of Beaufort
Address 215 Pollock Street
Beaufort, North Carolina 28516
• A list of previous state or federal permits issued
for work on the project tract Include permit
numbers, permittee, and issuing dates
Minor CAMA #37-99
• A check for $400 made payable to the Department
of Environment, Health, and Natural Resources
(DEHNR) to cover the costs of process the
application
• A signed AEC hazard notice for projects in
oceanfront and inlet areas
• A statement of compliance with the NC
Environmental Policy Act (N C G S 112A —1 to
10) If the project involves the expenditure of public
I '
funds or use of public land s;-at}aclalfa'stafemeni
S 1` ti)"w'�_�"
documenting compliance-with-tfie Nbriii ar`olina
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 to
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 a day of Ounle , 2000
Pnnt Name Randy� Kiniz
Signature C',.
Landowner or Authorized Agent
Please indicate attachments pertaining to your proposed
project
X DCM MP-2
Excavation and Fill Information
X DCM MP-3
Upland Development
X 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

�. UPLANDDEVELOPMENT , F`
j
(Construction and/or land disturbing activities) i Boa
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-Mp-1 Be sure to complete all other h Projects that require a CAMA Major Development
section of the Joint Application that relate to the proposed Permit may also require a Stormwater Certification
project Has a site development plan been submitted to the
Division of Environmental Management for review9
a Type and number of buildings, facilities, unit or Yes X No None required BMP Employed
structures proposed 2 Residential Buildmss with 5
marina slips_ If yes, date submitted
b Number of lots or parcels _ (1) Parcel i Describe proposed method of sewage disposal
Municipal _ _
c Density (give the number of residential units and the
units per acre) _4 units @ 3 0 U/AC_
d Size of area to be grades, filled or disturbed including
roads, ditches, etc 0 65 Acres
e If the proposed project will disturb more than one acres
of land, the Division of Land Resources must receive
an erosion and sedimentation control plan at least 30
days before land disturbing activity begins If
applicable, has a sedimentation and erosion control
plan been submitted to the Division of Land
Resources Yes X No (None Required
BMP Employed)
If yes, date submitted
f List the materials (such as marl, paver stone, asphalt,
or concrete) to be used for paved surfaces _Roof top,
concrete sidewalks and asphaltparking areas and drives
g Give the percentage of the tract within 75 feet of MHW
or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or build upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking 32%Proposed
34% Existrniz
Have the facilities described in Item r Above received
state and local approval?Pending
(Attach appropriate documentation)
k Describe location and type of proposed discharges
to waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges)
Stormwater discharge by collection system
connected to Town street storm sewerage system
I Describe proposed drinking water supply source
(e g , well, community, public system, etc)
Municil2al water service
m Will water be impounded? Yes _XT No
If yes, how many acres9
n If the project is a oceanfront development, when was
the lot(s) platted and recorded? ^ NIA
Charles Kiniz Trust Townhomes
App t or Proj�L_
ect Name
Va"A
Signature
6"L 7an
Dat

Form DCM-MP-4
STRUCTURES
(Construction within Public Truest Areas)
IM i �fM1 l- 1ti lip`
` 5 '
COASTAL MAIN
Attach this form to Joint Application for CAMA Major a Mooring buoys NIA
Permit, Form DCM-MP-1 Be sure to complete all other (1) _Commercial _ Community Private
sections of the Joint Application, which relate to this (2) Number
proposed project (3) Description of buoy
a Dock(s) and/or Pier(s)
(1) _ Commercial _ Community _2L Private
(2) Number 1
(3) Length 95 Feet
(4) Width 6 Feet
(5) Finger Piers X Yes No
(i) Number 3
(n) Length 24 Feet
(iii) Width 4 Feet
(6) Platforms(s) Yes X No
(t) Number
(n) Length
(in) Width
(7) Number of slips proposed 5
(8) Proximity of structure to adjacent riparian
property lines 15' off Riparian Prope line
(9) Width of water body Varies 110' to 175'
(10) Water depth at waterward end of pier at MLW
or MWL _ Proposed - 9 MSL
Boathouse (including covered lifts) N/A
(1) Commercial Private
(2) Length
(3) Width
c Groin (e g , wood, sheetpile, etc) N/A
(1) Number
(2) Length(s)
d Breakwater (e g, wood, sheetpile, etc) NIA
(1) Length
(2) Average distance form MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands
(Color, inscription, size, anchor, etc )
(4) Width of water body
(5) Distance buoys(s) to be placed beyond shoreline
Mooring structure (boatlift, mooring pilings, etc )
(1) — Commercial _ Community X Private
(2) Number 5 Slips/ 14 Piles
(3) Length 35' 50' Slips/24 Foot Piles
(4) Width 17 5' Slipst12"Piles
5 Boatlifts
g Other (Give complete description)
/Charles King Trust
App t ftcojFclName
Signaturg'0-o
Date ��eslJ f ?
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
Access
Channel
(MLV) or (NLW)
Canal
Boat
Bann
Boat
Ramp
Rock
Groin
Rock
Breakwater
Other
(Excluding
Shoreline
Stabilization)
Average Final
Existing Project
Length Width Denth Denth
NONE
NONE
100ME
MOEN
No
No
NONE
00ASTA:. Kim. a-F!'y7
1. EXCAVATION
a Amount of material to be excavated from
below MHW or NWL in cubic Yards
3,500 CY
b Type of material to be excavated Silt/Sand
c Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic
vegetation (SAVs) or other
wetlands —Yes X No
d High ground excavation in cubic yards 0
2. DISPOSAL OF EXCAVATED
MATERIAL
a Location of disposal area Adjacent property
if timing allows If not, disRosal will be on -
site
b Dimensions of disposal area 140�x 179
offsite/ 75' x 125' on -site
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 _XL_ No
If yes, where?
Revised 03/95

e Does the disposal area include any coastal
wetlands (marsh), SAVs or other wetlands?
i Yes X No
f Does the disposal include any area in the
water? Yes X No
3. SHORELINE STABILIZATION
a Type of shoreline stabilization
X Bulkhead , _ Riprap
b Length 340' Feet
c Average distance waterward of MHW or
NWL 2 feet
d Maximum distance waterward of MHW or
NWL S feet
d Shoreline erosion during preceding 12
months
(Source of rrlfomalron) None noted
f Type of bulkhead or riprap material
Concrete sheet ileo
g Amount of fill in cubic yards to be placed
below water level
(1) Riprap NIA
(2) Bulkhead backfill 0
h Type of fill material clean sand
i Source of fill material on -site
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a Will fill material be brought to site?
X Yes No
V' I
If yes,
(1) Amount of matextal t6 be placed. -in
the water None
(2) Dimensions of fill area
13 0' x 180'
(3) Purpose of fill
_Raise buildi Z site
b Will fill material be placed in coastal
wetlands (marsh), SAVs or other wetlands?
Yes Ni 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? See
erosion control plan
c What type of construction equipment will be
used (for example, dragline, backhoe, or
hydraulic dredge)9 _ Backhoe, dragline
and hydraulic dredge
c WilI wetlands be crossed in transporting
equipment to project site? _ Yes X No
If yes, explain steps that will be taken to
lessen environmental impacts
Charles King Trust
Appl7Tt or Project Name
kIL14
Signature