19970358 Ver 1_COMPLETE FILE_19970429

h To: John Dorney
Environmental. Sciences Branch
DIVISION OF WATER QUALITY
LAMA MAJOR PERMIT APPLICATION REViFW
REGIONAi, OFFICE STAFF REPORT AND RECOMMENDATIONS
REVIEWER: GREGSO
ACTING WQ SUPERVISOR: SHIVER CAS S
DATE: May 8, 1997
WETLAND INFORMATION FOR CENTRAL OFFICE TRACKIN
PERMIT YR: 96 PERMIT NO.: 970358 COUNTY: New Hanover
PROJECT NAME: `Grant and Carolyn Lattner
PROJECT TYPE: Bulkhead PERMIT TYPE: CAMA
COE #: N/A DOT#: N/A
RCD FROM CDA: DCM DATE FROM CDA: April 29, 1997 i
REG OFFICE: WiRO RIVER AND SUB BASIN#: 030624 02
*STREAM OR ADJACENT WATER BODY: Carolina Beach Yacht Basin d'
CLASS: SB STREAM INDEX #: 18-87-31.2 2`<s
!,?
*OPEN OR CLOSED: Closed ?
F,
6
WL IMPACT: Yes WL TYPE: SM 0
WL REQUESTED: 0.003 WL ACR EST: Yes
WL SCORE: N/A
MITIGATION: N/A MITIGATION TYPE: N/A
MITIGATION SIZE: N/A RATING SHEET ATTACHED?: N/A
RECOMMENDATION: ISSUE
STORMWATER PLAN REQ'D:
IF YES, DATE APPROVED:
PROJECT DESCRIPTION: The applicant proposes to construct a bulkhead, pier, floating dock and to
excavate around the proposed dock.
WATER OIIAi,TI'Y CF,RT_ (4011
CERT. REQ'D: Yes
IF YES, TYPE: General Certification #3112 for CAMA Permits
SEWAGE DISPOSAL
TYPE OF DISPOSAL PROPOSED: N/A
TO BE PERMITTED BY: N/A
IF BY DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE: N/A
WATER/WETLAND 1MI
AREA OF FILL - WATER: N/A WETLAND: 131 sq. ft.
IS FILL ELIMINATING A SIGNIFICANT USE? No
DREDGINr
IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS
OF RESOURCE? No
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED? Yes
- 970358.may
Page Two
MARINA
ARE THE FOLLOWING ADEQUATELY ADDRESSED?
SEWAGE DISPOSAL: N/A MARINA SERVICES: N/A
OXYGEN IN BASIN: N/A CLOSURE OF SHELLFISHING WATERS: N/A
(ATTACH A MARINA USE ATTAINABILITY EVAL.)
RFCOMMFNnFn CON DONS OR PF.RMiT RESTRICT ONS: That the project be done
in such a manner so as to not cause turbidity outside the immediate construction area to exceed
25 NTU.
cc: Central Files
Wilmington Regional Office Files
DCM-Ed Brooks
John Parker
..* A'A DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Grant & Carolyn Lattner
i-1 ©3S8
2. LOCATION OF PROJECT SITE: 719 Canal Dr., Carolina Beach, NC.
Photo Index - 1995: 21-239 T-5 1989: 178-10 P-9 1984: 17-21 T-6
State Plane Coordinates - X: 2336000 Y: 106200
3. INVESTIGATION TYPE: CAMA & D&F
,
??N
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 4/21/97
Was Applicant Present - No (Office consult 4/18)
5. PROCESSING PROCEDURE: Application Received - 4/4/97
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Carolina Beach
Land Classification From LUP - Developed
(B) AEC(s) Involved: EW,PT,CW,ES- -
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - None
Planned - None
(F) Type of Structures: Existing - Old pier in disrepair
Planned - Bulkhead, pier, and dock
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
Coastal/"404 type" mixed 131 sq.ft.
(B) Non-Vegetated Wetlands 1050 sq.ft. 481 sq.ft.
Shallow bottom - Open water
(C) Other
L Highground disturbance 3850 sq.ft.
(D) Total Area Disturbed: 5512 sq.ft.
(E) Primary Nursery Area: NO
(F) Water Classification: SB Open: CLOSED
8. PROJECT SUMMARY: The applicant proposes to construct a bulkhead, fill the lot to the
elevation of adjacent property, construct a pier and floating dock, and excavate within the
proposed docking area to provide adequate water depth, for his personal boat.
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 0 Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer
of
Grant Lattner
Page 2
9. PROTECT DESCRIPTION
The project site is located at 719 Canal Drive, in Carolina Beach, NC, in New Hanover County. The property
is an undeveloped residential lot on the east side of Carolina Beach Yacht Basin. The lot is 50 feet wide and
approximately 100 feet deep from Canal Drive. The highground is cleared and maintained as a lawn. There is
an old pier in the northwest corner of the lot, and an unimproved boat launching area in the southwest corner.
There is also a subsurface drainpipe on the property which discharges stormwater from the street into the basin.
Along the west side of the lot, adjacent to the water, there is a border of coastal wetlands, approximately 60 feet
wide. The waterward side of the wetlands consists of smooth cordgrass (Spartina alterniflora). Proceeding
landward, the vegetation transitions to high coastal marsh, consisting of sea oxeye (Borrichia frutescens), salt
meadow grass (Spartina patens ), marsh elder (Iva frutescens), and grounsel-bush (Baccharus halimifolia). The
landward limits of the wetlands have been delineated by State and federal field staff as shown on the attached
project drawing. The waterfront of the adjacent residential property to the south is stabilized by an existing
bulkhead. There is an unimproved street right-of-way on the north side of the lot, on which, there is a lift station
for the Town's sewer system. The elevation of the lot is 3 1h - 4 feet mean sea level.
The Carolina Beach Yacht Basin is approximately 545 feet wide in the project area. It is classified as SB by the
NC Division of Water Quality, and is CLOSED to the harvest of shellfish. The basin is not a designated primary
nursery area (PNA) by the NC Division of Marine Fisheries.
The applicant proposes to construct a bulkhead along the west side of the property and backfill the lot to raise
the elevation to that of adjacent property. The proposed bulkhead placement is to continue the alignment of the
wall from the adjacent property, or approximately 72 feet from the street right-of-way. The applicant proposes
to remove the old pier from the property and construct a new one. The pier would extend from the northwest
corner of the lot, 58 feet long and 6 feet wide. It would terminate with a 13 feet by 13 feet L-head platform. An
L-shaped floating dock would be constructed to the south of the pier, one section parallel to the shoreline, 24 feet
long and 8 feet wide. The other section would be 20 feet long and 6 feet wide, and would create a central access
dock between 5 mooring pilings that would allow mooring for two boats. The applicant proposes to excavate the
mooring area (30 feet X 35 feet) to a depth of -6 feet at mean low water. This excavation would be completed
by a barge mounted mechanical excavator. The excavated material would be placed on the lot and subsequently
used as part of the backfill behind the new bulkhead.
10. ANTICIPATED IMPACTS
The construction of the pier L-head and floating docks would incorporate 481 square feet of Estaurine Waters
and Public Trust Area. The proposed boat basin excavation would disturb 1050iquare feet of shallow water
bottom, and create approximately 100 cubic yards of spoil material. The proposed bulkhead alignment would
incorporate 131 square feet of marginally active coastal and "404 type" wetlands, consisting of Snartina an tens,
Iva frutescens, and Baccharis halimifolia. The placement of fill material on the lot, landward of the proposed
bulkhead, would disturb a highground area of 3850 square feet.
Submitted by: E.F: Brooks Date: 4/28/97 Office: Wilmington
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer
r
?s
E D 110,70,1H77u,
APR 0 41997 DIVISION OF
COASTAL MA14AGEMENT
Mamran&Rn
To: CAMA
From: Grant A. Lattner
11901 Aspenwald Dr.
Raleigh NC 27614
Date: Saturday, March 29, 1997
Subject: Permit request for 719 Canal Dr.
Carolina Beach, North Carolina
PROJECT DESCRIPTION
Currently - 719 canal is an unimproved vacant lot
OVERVIEW
The desired end result of this project is: To have an L shaped f Zoating dock with
two boat slips, average depth of 6' at ML W, raised platform which connects to the dock with
a 6' wide walkway connecting the platform to the new bulkhead, 50' bulkhead to protect the
wetlands, lot raised 18" to reduce erosion.
PLAN
Dre in
Dredging will be accomplished by utilizing hydraulic clam shell situated on a 100'
barge. Excavated material will be deposited first on the barge. The dredging would extend
current 6'MLW depth to a 30'x35' adjoining area. This additional "basin" would allow
construction of 2 slips with an average depth of 6' at MLW.
Spoils Deposit
The spoils resulting from dredging will be deposited on the lot at 719 Canal Drive,
Carolina Beach, North Carolina.
The spoils will be initially deposited on the contractors barge. Upon completion of
the dredging, the contractor will utilize a 40'ramp to allow transition of the spoilsfrom the
barge to the lot. The ramp will span from the barge to an existing "boat ramp" through the
grass. This existing ramp is and opening through the grass which exits due to its repeated
use by the previous owner to launch boats. This opening is primarily sand and does not
contain marsh grass. A skip loader will load on the barge, move down the ramp from the
barge and access high ground via the boat ramp. Spoils will be deposited on high ground
in the manner and will cause minimal wear and tear on the designate wet lands. The

F `?D
'?'v' 0
APR 0 41997
DIVISION OF
spoils will be deposited in stage one in a small area approximately 30' bg WgA?eWA14AG EM ENT
spread to therefinal depth after completion of the bulkhead.
Bulkhead
After spoils have been deposited on the high ground. a bulkhead will be
constructed. This bulkhead will run north and south across the 50' width of the property.
The bulkhead will be built in a position to "continue" the bulkhead already in existence on
the southern adjoining lot owned by Mr. and Mrs. John Lawing. The bulkhead
construction will provide, in conjunction with the aforementioned bulkhead to the south
and the bulkhead in existence on the city of Carolina Beach property on the north, an
effective barrier to erosion and runoff.
Fill
Upon completion of the bulkhead the spoils previously deposited will be spread on
the high ground behind the bulkhead evenly. This fill is necessary to raise the elevation of
the lot to an approximate level with the adjoining lots on the south and north sides. This
lots lower elevation and lack of bulkhead exaggerates high tide and heavy rain runoff.
Construction of the bulkhead and back- fill will provide a deterrent to further erosion.
Structure
A structure to provide two boat slips will be constructed
From the bulkhead, a walkway 6' wide constructed of pressure treated lumber will
run to a 13'x13' platform. This platform also constructed of pressure treated lumber will
begin at MLW and extend out 13' over the water. An L shaped f loating dock will be
constructed of treated lumber and molded floats. These floats are constructed of a plastic
material which will not deteriorate andare impervious to the elements. The dock will
consist of an 8'x24' main dock. running parallel to the shoreline and a f finger dock 6'x20'.
All hardware is specially treated for the marine environment and the docks will be
connected to each other via pin and ear arrangement to allow articulation. Pilings will be
placed at the south end of the main dock, the west end of the f finger itock and on the east
side of the main dock in a direct line with the piling at the end of the f finger. Access to the
floating dock will be via a ramp from the south side of the platform.
Pilings
As stated, 3 pilings will be installed as part of the f loating dock. In addition,
mooring pilings will be installed, These mooring pilings will consist of a piling at the
juncture of the north lot line and the headline and a piling at the intersection of the north
lot line and a line drawn perpendicular to this line drawn from the piling at the end of the
finger dock. A piling at the intersection of the headline and a line drawn perpendicular
and intersecting the piling at the west end of the f finger dock. On the south side a piling at
page 2
4%
the intersection of the headline and the south lot line and a piling at the intersection of the
south lot line and a line drawn perpendicular and intersecting the piling at the west end of
the finger dock.
(see plot plan)
If I can be of any help in clarifying any of the items in this permit request please feel
to call me at the numbers listed below. I thank you for your time and consideration of this
request.
Sincerely,
Grant A. Lattner
office [phone]
home (919) 676x4509
APR 0 41997
DIVISION Or
COASTAL MANAGEMENT
4
page 3
Form ])CM-MP-1
APPLICATION
(To be completed by all applicants)
1. APPLICANT
a. Landowner: /
Name. C? 1 RANT
Address 1Lg0?
city rRAL?.(G, -State Al C
b. Authorized Agent: APR 0 41997 b. City, town, community or landmark
Zip (o I Day Phone e (q) 3o(-1623
Fa / / ( ?) C JTj' HVT
C' OGIaA ' e if
c. Street address or secondary road number
1 q CAM, C_
d. Is proposed work within city limits or planning
jurisdiction? Yes No
e. Name of body of water nearest project (e g. river,
creek, sound, bay) A49 G AOUy oa?M o
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
Name DIVISION OF a.
COASTAL MANAGEMENT
Address
city
Zip
State
List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
K,L.Kt1I-PAP
GC G-xCAC//1J(_7,x,?
Day Phone b. Is the proposed activity maintenance of an existing
project, new work, or both? ,/ L2 c -lC
Fax
c. Project name (if any)
C.
d.
NOTE. Permit will be issued in name of landowner(s), and/or
project name.
Will th ?project be for public, private or commercial
use? ?? c c/A
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.
SEE .[lr;?^?_?. ??
2. LOCATION OF PROPOSED
PROJECT
a. County Ake I?A^IW6_21_
Revised 03/95
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
m. Describe s,xisting wastewater treatme t facilities.
Scalo A-(LA-Af 4-4 dL_- 7-
zZM aPCn
a. Size of entire tract .501 X (00
b. Size of individual lot(s) de LA
c. Approximate elevation of tract above MHW or
NWL 3'(."
d. Soil Je(s) and texture f s) of tract
Am 'D / eaai.s C
e. Vegetation on tract 12ASS
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.)
?Lcey ,n44
o. Describe existing drinking water sup ,ply source.
f. Man-made features now on tract oi1?
5. ADDITIONAL INFORMATION
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use plan.)
Conservation Transitional
Developed CC??
Rural
h. How is the act zoned b government
ORA. f B R D D o 41997
i. Is the proposed project consistent Lt ZvoN QIR?ENT
zoning? Yes --9-04
(Attach toning -npliance -Hificwe, if applicable)
j. Has a professional archaeological asses ment been
done for the tract? Yes 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 el' ible property?
Yes No
I., Are there wetlands on e site? Yes No
Coastal (marsh) Other 51' `1
If yes, has a delineation been conducted?
(Attach docum madon, if available)
Revised 03/95
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 1/2Z by II" 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

Farm DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
• 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 AZ I A i -10W -D LA W
Address
Phone /-:2/6 5!2 • 5-3 fa
Name Ckn or- Gkf"U AM -i bloc t-l
Address U ! N La ice' CC ?s ?11
Phone f-9ia- YYIR -k?-0°
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.
X le ^e&-
• 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.
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.
-, lg n ? .
This is the day of ?
Print Name X/?4j ®re-?
7- Signature
Landowner or Awho ed Agent
Please indicate att
project.
/rDCM MP-2
DCM MP-3
DCM MP-4
DCM MP-5
DCM W-6
achments pertaining to your proposed
4
Excavation and Fill Information
Upland Development
Structures Information
Bridges and Culverts
Marina Development
NOTE. Please sign and date each attachment in the
J cea the bottom of each form.
APR 0 41997
DIVISION OF
COASTAL MANAGEMENT
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
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
Average Final
Ddsting Project
nncth width Denth ' DeDth

APR 0 41997
. DIVISION OF
COASTAL MA14AGEMENT
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards /60 cyals
b. Type of material to be excavated ?A y l7
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes ? No
d. Highground excavation in cubic yards 0-
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area rl (q ,rc nt?L 72
b. Dimensions of disposal area
. -4
c. Do yo claim title to disposal area?
Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal 9fea be available for future
maintenance? --L Yes No
If yes, where? S R Ad- e
Revised 03/95
Form DCM-MP-2
e. Does the disposal area include any coastal wetlands If yes,
(marsly), SAVs or other wetlands? (1)
r1// Yes No
(2)
f. Does the disposal inclu a any area in the water?
Yes No D
3. SHORELINE STABILIZATION A
ni
COASTA
a. Type o?shoreline stabilization
,/ Bulkhead Riprap
Amount of ma erial to be placed in the
water
Dimensions of fill area
R-lq TM Purpose of fill
b. W 11 material be placed in coastal wetlands
PR O 41997(marsh), SAVs or o wetlands?
UICION OF Yes ool' No
L MANAGEWE5K
(1) Dimensions of fill area
b. Length ?4 r
c. Average distance walterward of MHW or NWL
d. Maximum distance waterward of MHW or NWL
C)
e. Shoreline erosion during preceding 12 months
(Source of information)
f. Type of bulkhead or riprap material . CW
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfill 00-.416
h. Type of fill material S' A- -a,?
i. . Source of fill material i)! C?
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be b ought to site?
Yes No
(2) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled?
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
c. Will wetlands be cras ed in transporting equipment
to project site? Yes No
If yes, explain steps that will be taken to lessen
environmental im?acts. PAX,,O
trYiAyw-, 9, Aw n aSc7 o/-' Gil s 7-f W (?),A-i 1Q4la2.
App ' t or Proj Name
Signature
Date '
Revised 03/95
Form DCM-MP-3
UPLAND
DEVELOPMENT
APR 04199]
(Construction and/or land disturbing activities)
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.
Type and number of buildings, facilities, units or
structures proposed ?Al oAf c
b. Number of lots or parcels
DIVISION OF
COASTAL MA14AGEMENT
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
Yes _/ No
If yes, date submitted
i. Describe proposed method of sewa a disposal.
C , 7y ?'Ct c1 t72 L4J (A'y g u, t26r)
j. Have the facilities described in Item i. above
c. Density (give the number of residential units and the received state or local approval? & o"
units per acre) 0 (Attach appropriate documentation)
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. 5'0 " ? 65" "
e. If the proposed project will disturb more than one
acre 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
Pip, control plan been submitted to the Division of Land
Resources? Yes No
If yes, date submitted
f. "List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
P??
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 built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking.
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).
Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
C" iv t?/A4rz-?-c
m. Will water be impounded? Yes /-No
If yes, how many acres?
n. If the project is a oceanfront development. when
was the lot(s) platted and recorded.
Revised 03/95
Form DCM MIP 4
STRUCTURES
(Construction within Public Trust Areas)
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 which relate to
this proposed project.
a. Dock(s) and/or Pier(s)
/
(1) _ Commercial -Community _
private
(2) Number
(3) Length
(4) Width r
(5) Finger Piers Yes No
(i) -Number
(ii) Length 20
(iii) Width V
(6) Platform(s) /Yes No
(i) Number I
(ii) Length /3
(iii) Width 1,31
(7) Number of slips proposed Z--
(8) Proximity of structure to adjacent riparian
property lines 0
(9) Width of water body J-fs t
(10) Water depth at waterward end of pier at
MLW or NWL ("A46?47-
b. Boathouse (includin covered lifts)
(1) Co ercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.)
(1) Number (
(2) Length(s) yo f
d. Breakwater (e.g. od, sheetpile, etc.)
(1) Length
(2) Average dis t from MHW, NWL or
wetlands
(3) Maximum distanbeyond MHW, NWL. or
wetlands
APR Q 41997
DIVISION OF
COASTAL MA14AGEMENT
e. Mooring b oys
(1) _ ommercial -Community _ Private
(2) Numb
(3) Descrip 'on of buoy
(Color, i cription, size, anchor, etc.)
(4) Width of water body
(5) Distance buoy(s) to be placed beyond
shoreline
f. Mooring structure (boatlift, ooring pilin c.)
(1) _ Commercial _Co Private
(2) Number
(3) Length
(4) Width
g. Other (Give complete description)

Revised 03/95
MYRTLE G Rove

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DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
REPLY TO
ATTENTION OF
May 5, 1997
Regulatory Branch
Action ID No. 199603147
Mr. John Dorney
Division of Environmental Management
North Carolina Department of
Environment, Health and
Natural Resources
4401 Reedy Creek Road
Raleigh, North Carolina 27611-7687
Dear Mr. Dorney:
?0 61
v 0?
Enclosed is the application of Grant Lattner for Department of the Army
authorization and a State Water Quality tion to construct a bulkhead
and pier, fill 131 square feet of wetlands, and excavate approximately 1,050
square feet of open wate i -the--C-ro44na Beach Yacht Basin, at 719 Canal
Drive in Carolina Beach, New Hanover unty, North Carolina. Your receipt of
this letter verifies your nce of a valid request for certification in
accordance with Section 325.2(b)(ii) of our administrative regulations.
We are considering authorizing the proposed activity pursuant to Section
404 of the Clean Water Act, and we have determined that a water quality
certification is required under the provisions of Section 401 of the same law.
A Department of the Army permit will not be granted until the certification
has been obtained or waived.
According to our administrative regulations, 60 days is reasonable for
State action. Therefore, if you have not acted on the request, or asked for an
extension of time, by July 4, 1997, the District Engineer will deem that
waiver has occurred.
Questions or comments may be addressed to the undersigned at telephone (910)
251-4636.
Sincerely,
frey H. Ri ter
4e,01
Project Manager
Wilmington Regulatory Field Office
Enclosure
Copies Furnished (without enclosure):
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
APPROVAL of 401 Water Quality Certification
Mr. Grant Lattner
11901 Aspenwald Drive
Raleigh, NC 27614
Dear Mr. Lattner.
A ??
C) EHNF=?L
May 14, 1997
New Hanover County
WQC 401 Project #970358
COE #199603147
You have our approval, in accordance with the attached conditions, to place fill material in 131 square
feet of wetlands or waters for the purpose of constructing a bulkhead and excavation of pier and dock at 719
Canal Drive, Carolina Beach, as you described in your application dated 2 May 1997. After reviewing your
application, we have decided that this fill is covered by General Water Quality Certification Number 3112.
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 and you may be required to send us a new application. 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. 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 Watershed regulations. Also this approval will expire
when the accompanying 404 or CAMA permit expires unless otherwise specified in the General Certification.
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 questions, please telephone John Dorney at 919-733-1786.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Wilmington Field Office
Wilmington DWQ Regional Office
Mr. John Dorney
Central Files
John Parker, DCM
Sincerely,
Ps t 'on Howard, Jr.
970358.1tr
Division of Water Quality - Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
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