19900133 Ver 1_COMPLETE FILE_19900101

QItVA ?`
State of North Carolina
Department of Environment, Health, ana Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor February 12, 1990 R. Paul Wilms
William W. Cobey, Jr., Secretary Director
Mr. Robert Stewart
Bissell Associates
Post Office Drawer 1068
Kitty Hawk, North Carolina 27949
Dear Mr. Stewart:
Subject: Certification Pursuant to Section 401 of the Federal
Clean Water Act,
Proposed Development Project
S.E.J. Corporation
Intracoastal Waterway
Currituck County
Attached hereto are two (2) copies of Certification No. 2431
issued to S.E.J. Corporation dated February 12, 1990.
If we can be of further assistance, do not hesitate to
contact us.
Sincerely,
George T. Everett
Director
Attachments
cc: Wilmington District Corps of Engineers
Washington Regional Office
Mr. William Mills
Mr. John Parker
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]

NORTH CAROLINA
Currituck County
CERTIFICATION
THIS CERTIFICATION is issued in conformity with the
requirements of Section 401 Public Laws 92`-500 and 95-217 of the
United States and subject to the North Carolina Division of
Environmental Management Regulations in 15 NCAC 2H, Section .0500
to S.E.J. Corporation pursuant to an application filed on the 2nd
day of November, 1989 to develop an existing boat basin by
dredging the basin, build piers, cottage, shops, storage sheds
and a walkway and stabilize the shoreline.
The Application provides adequate assurance that the
discharge of fill material into the waters of a tributary to the
Intracoastal Waterway in conjunction with the proposed
development project in Currituck County will not result in a
violation of applicable Water Quality Standards and discharge
guidelines. Therefore, the State of North Carolina certifies that
this activity will not violate Sections 301, 302, 303, 306, 307
of PL 92-500 and PL 95-217 if conducted in accordance with the
application and conditions hereinafter set forth.
Condition(s) of Certification:
1. That the activity be conducted in such a manner as
to prevent significant increase in turbidity
outside the area of construction or construction
related discharge (increases such that the
turbidity in the Stream is 25 NTU's or less are not
considered significant).
2. That the applicant abide by the approved stormwater
runoff management plan.
Violations of any condition herein set forth shall result in
revocation of this Certification.
This Certification shall become null and void unless the
above conditions are made conditions of the Federal Permit.
This the 12th day of February, 1990.
DIVISION OF ENVIRONMENTAL MANAGEMENT
/,l George T. Everett., Director
WQC# 2431
}- .
?Qtw?vO?
State of North Carolina
Department of Environment, Health and Natural Resources
Northeastern Region
1424 Carolina Avenue, Washington, North Carolina 27889
James G. Martin, Governor Lorraine G. Shinn
William W. Cobey, Jr., Secretary Regional Manager
DIVISION OF ENVIRONMENTAL MANAGEMENT
e ?Yv /V-97-11-2,0
Nr rR lw.v L Z!f s
C, rl I O G A Cr
Z 7!F 21 3
SUBJECT: Determination of Compliance with Stormwater Regulations
Project ,/VJ,,*,1?u/a y d'?a 1-! IJR
eo)-y, )?-yek County
Dear /yI r . A, IeS
The Washington Regional Office received your Sedimentation and Erosion
Control Plan (or Stormwater Management Plan) submittal for the subject
project on /?.e yda ty to , / 9 po Based upon our review of the
project, the document complies with the Stormwater Regulations set forth
in Title 15 NCAC 2H .1000.
If you have any questions concerning this matter, please contact Bill
Moore at [phone].
Sincerely,
917' (C. Y
_ Roger K. Thorpe, PE
` Water Quality Regional Supervisor
cc: Bill Mills
Y/
81:scP11 LEssoE?o??es , /nc,
P.O. Box 1507, Washington, North Carolina 27889-1507 Telephone [phone]
An Equal Opportunity Affirmative Action Employer
• DIVISION OF ENVIRONMENTAL MANAGE.IVT
RECEIVED
WASHINGTON OFFICE
Submittal Form for Projects Using Density Limits for Stormwater- Control
PROJECT DATA FEB 61990
Name of Project: D. E. M.
Location (County, Townsnip/Municipality, Address): (ZolmYo(K ' CuQj?i, TUU?
u N Ty
Applicant Name: 1SSELl. .ASSo.g0,-rE,5 TEL.
Mai 1 ing Address: -T. o. 'MAWER loG? A
KITTY Vi hW & - !a . C Vi 149
Phone No: 7-10.1 37.GG
Submittal Dats: e)
Brief Description (i lude map and ppropriate drawings):
Spar 1 I-s 6?IKhcadl?-.; C•a•na,} an'j 6351s,
dw a 14 N at I V) -a
Water Body Receiving Stormwater Runoff:
Name of Water Body: AE I a-n4 o lr,+Y-acoa,;: c l W -a4ey w ;a
Classification of Water Body: SC
Total Area of Proposed Project. (acres) : 3.0
State/>=ederal Permits and Approvals Required:
(Check Appropriate Blanks)
LAMA Major X Sedimentation and Erosion Control
404 Permit iC DEM/DHS Sewage Disposal
Other (specify):
CALCULATION OF BUILT-UPON AREA
(Built-upon area means. that portion of an individual development that is
covered by impervious a ' r partially pervious cover including buildings,
pavement, recreation facilities, etc. but not including d king.)
' (PA?><MTaaT "1,864- 5•i~. -
a) Built-upon areas 13 ?'?$?' S•F• CRoOF To Ps 3,(.oo T.F,
b) Total project* area: 133`59 $•F•
X built-upon _ built-upon area / *total project area * 100
r. bui l t-upon area s 10 %
If the water body receiving stormwater runoff is classified as SA, is the
% built-upon area < 212% '? Yes No
If the water body receiving stormwater runoff is classified other than SA,
is the % built-upon area < 30 % ? Yes X No
STORMWATER COLLECTION SYSTEM
Is the only kind of stormwater collection system grass swales?
YesXNo
(Grassed-lined swales should have a side slope of 3:1 (H:V) or less.)

If ,.,o, please provide a detailed description.
BUFr-: AREA
Is the built-upan area at least 30 feet fro4 mean high water of all
,. surface waters? Yes _.? No
If,no, please provide1a detailed description.
1. a

(Note% only boat rasps* .public roads, public bridges and walkways to water
related facilities are allowed within 30 feet of mean high water if the
project is intended to nest stortawater control requirements through
density limits.)
DE:D RESTRICTIONS AND PROTEr'TIVE COVENANTS.
Do the deed restrictions and protective covenants ensure that subdivisions
maintain the development consistent with the plans and specifications
approved by the division and include the State as a beneficiary of the
e?tr- c t i ons? 14/A
yes No
(Include a copy of the restrictions and covenants with this 'Form.)
CERT I FFI CATI oN }
I, t2 Lw? certify thatthe information included on
this suomit al form is correct, that the project will be corn in the
conformance with this information and. that to- the best of art. knowledg
ro'ect as with the requirement
the best of my knowledge, the pr.opo p J
of 1 ? NCAC 2H.1003 (b).
Sign r:- Owner or Agent at
Address
If agent, please list owner's naae'and address below.
DIVISION CF ENVIRONMENTAL MANAGEMENT SIGN-OFr
Regional Office
Date Individual Evaluating Forms / Plans
Date Regional Water Quality Supervisor

DF/CA14A/401 REV
PROD 4 : Do 70 PROJECT : S L. m °';` Crn , COUNTY :
ASSIGNED TO: DEBORAH SAWAR JOINT NOTICE: r
TYPE CERTIFICATION
404 PN 401 REQ:'
CAMA ONLY: GC:
DF/CAMAS/ SWPREQ:
RECEIVIN STREAM: QJ 4i
COMMENTS:
REGION: 0'
RECOMMEND DATES
-fISSUE:\/ RECEIVED:
DENY: INITIAL REPORT:
HOLD: FINAL REPORT:9oo/1G
CLASS: BASIN: 14S
lk?
Copies: WaRO - Central - Mills - DCM
Washington
Elizabeth City
Morehead City
John Parker, Raleigh Central
,??j3//9o
BISSELL
Engineers, Architects, planners, surveyors,
environmantal spaoiahals &consla ction managers.
January 23, 1990
Ms. Deborah Sawyer
Water Quality Section
Division of Environmental Management
Post Office Box 1507
Washington, North Carolina 27889
, RE: LAMA Major Permit for Midway Marina
Dear Deborah:
1"uaSr1P!3 7COI1CQFF1' JAN 2 i9go
D. E M.
I am enclosing the fallowing documents in behalf of S.E.J.
Corporation:
a. Lot Density Exemption form for Stormwater
Management.
b. Operational Permit and Certification Letter pursuant
to approved and operating LPP septic system serving
the Ships Store and designed to serve the relocated
buildings shown on the CAMAi Major site plan.
Please note that the issuance by Currituck County of this
septio system permit can be verified by calling Mr. John
Baum, Supervisor, Currituck County Health Department at
[phone].
With respect to spoils disposal procedures, as you,
George Wood and i discussed by telephone on January 22, 1990,
we intend to prevent runoff by installing sediment fence
between spoils areas and surface waters. We concur with your
opinion that the three (3) small disposal areas located on
either side of the basin may not be appropriate for the
Surveying Division Bissell Associates, Inc. Currltuck Branch Office
Na 5 Walon St. P.O. Box 253 4112 North Croatan Hwy, Drawer 1068 Highway 168, PO. Box 857
Kitty Hawk, North Carolina 27949 Kitty Hawk, Nona Carolina 27949 MOyock, North Carolina 27958
9191261.32225 Fax 919!281.41,77 919!281.3266 Pax 9151281.1760 91,9!435.2555 Fax [phone]•6852
-" -' - " ?' " ' • • • • ??' • V I V V 1 V V 1 1 V 7 rr V
disposal of muok anticipated to exist in the tipper levels of
material to be excavated. It is my understanding, based on
our telephone conversation, that this application will be
approved conditionally by your office with the condition that
excavation muck be stored in the disposal arsa located in the
higher area adjacent to the canal.
Please advise if there is any additional information you may
require or if you have any questions pertaining to this
submittal.
Thank you for your cooperation in procarsing this
application.
Best Regards,
BISSELL ASSOCIATES, INC.
Robert Stewart
Project Manager
Gcc' Tarry Miles
Goorga Wood
JOHN R. SLEDGE, JR. M. D. Phone No.
'??? -227I.
Director
Director
CURRITUCK COUNTY JAN
HEALTH DEPARTMENT t.
CURRTTUCH, N. G. 27929
O P E R A T I O N P E R M I T
In accordance with N.C. G. S. I130A-337, this operation permit is issued to.,
&x 241 go I?VZV-r-Ke c:
ADDRESS
d
1. This system has been designed and constructed to receive wastewater from
the following sources:
Source No. Design Daily Flow
.Dwelling units -fe1Al-? =. - '? p73
Bedrooms @ 120 gpd/br (240 gpd min.)
Commercial area square feet - - - - - .7.
Restaurant seats - - - ? - - - - - - -
Bar seats - W ------------
Motel/hotel units - - - - ?^ -- - - _
with cooking Eacilities ? - - - -
Campsites ----• --- ------
a.?.r? r
Other
S'kMA
2. The constructed wastewater disposal system consists of the following major
components with sizas and/or lengths as indicated:
Septic. tank (s) --------------------- -'W'd
Pump Chamber(s) ---------------------
Co 0
Grease Trap(s)----------------------- -?
Force Main (s) ------- --------------- rr eye =-M-
Gravity Sewer----------------------- „7A f s; !f F V1 C G /I On et
Manhole (s) -------------------------- -+
Lift Station(s) ---------------------
Pump(s)--------------------- --- r
Drainfield-------------•--------- --- ? Agi.I gygre-
Other r• t d r! eo .$ !67/4;r Ms
-
SEE RBVERSE SIDE OR A71ACHED SKEET FOR (Conditions, Limitations
and Requirments) '.
-?ILOEIVEJ
t, aS? I1:u?ON OFF'^"
CURRITUCK COUNTY HEALTH DEPARTMENT
JAN 2 3 iyQlr
OPERATION PERMIT L M.
Special conditions, limitations and requirements for the operation and
maintenance of this system are as follows:
1. This permit is valid only for the so,urce(s) and design daily flow of
Wastewater as specified.
2. At such time any of the sewage treatment and disposal, system falls into
disropa3,r &Ad/or, the system is causing a health probloh, the'owner/.,
operator will be required to notify the Currituck County Health Department
and take immediate agtion.necessary tq repaif the pys,tem.,
.3. This permit is NOT transferable meaning that if ownership of the waste,
disposal system changes, an application must be made by the new owner.
4. The designated repair area shall be left in its original state. No parking,
pavement, or any impervious material shall be placed on this area without
the approval of the Currituck County Health Department.
5. The Cuwritiick-County Real tIVDepartmelit ?$hall 'make -'arj'annual. inspection to
i-asure that. maintenanceiprgcedures and all ether conditions as outlined in
the approved plans an,dspeci.ficatioas are being followed.
Any changes or deviations made without the written approval, from'the .
Currituck County Health Department shall cause this operation permit to
become NVLL AND,VOID,, Such changes or other violations shall be subject to
r
administrative penalties as speciifier by the'the North Carolina Public Health
Laws. (Effective January 1, 1984).
ISSUED BY
Environmental Health Coordinator/Sanitarian
DATE
- D I V I S I O N OF ENv I Rt NMEN'TAL, rt N r
Suo+*ittal Form for Projects Using Density Limits for Stor*waie r"! SNWW1;7
JA 2
PRUJECI' DATA ter ,
N?ta+t of Project". .. ,_-Midway Marina hi
_
Location ( aurtxy, Townsnip/rtutticipality, AddyvssOQ0 urri u
ypw?
A00 i icant ?tamv -Ai asu-l l AC;n0rri Ai'P.a F.TnQ++4ru+.¦ ui
Mai 1 irq Address: P. Drawer„ 1068 j p ,, . ' ,..?....,?.?
R1ttV Hawk: JJg??Q??'iilfiJ.1na. ?972A9
Pr?one No i t 91 1 261-3266
St?om i t to l Da tie : 1990
- ?.. ?.. ? .`
Brief, Descriptiare tinCludo a4p and appropriate drawiNS)s -
water Body Re c*ivinq 5tormso&ter Runoff: '
Name of Water $odys Atiantic Intracoastal Waterway _
Classifidation of Water Sodys
Total Area of Proposes Pro jec .• (sCres)t 3.05
State/Feedwr;I Permits and Approvals Requiredt
(Check Appropriate Blanks)
CAMA Major ,,X sedloentation and Erosion Control X_ `
404 Permit DEM/DWS.._Seewago Disposal
other (specify) s
CALCULAT ION ' QF BUI I.'r-UPON AREA
(quilt-upon area arms that portion of an individual development that is
Covered by imparvioLLs 'or p;r•ti#Ily pervious cover including buildingse
pav*"nt, recreation facilitieest etc. but not including d king.)
# 8ui S than area: 13,18 "7,44pleour 5.p
? S.F. (ec"'Crojo's 3., 6so. at
b) Total project ar*&.- ,3. 59 S.F.
X built-upon a buj it-upon aria /total project ar*4 a 14C
% built-uvan area- = %
If the Nater body rrcvivinq stormewater runoff is classified as SA, is the,
% built-upon area < 90% ? yes
If the water body receiving storimwgter, runoff is classified other than SAO
is trio X built-upon ar ee.a 3 30 % ? Yes No _
STGRMWATER CCL,3.ECTION SYSTEM
Is the only kind of storawaterr Collection system grass skialts?
Yes X No
.1 (H:v) or Ierss.?
16rass*d-lined swales should Maya a side slope of 3.
Enplneerq a?ChiteCta, platux}tq, yonrey4rs,
ernVironmenralapec!ells%¢c4natrtxtion ff%
Oatnber 5, 1989
Mr. John Baum, Supervisor
Ct,trritt,ick County Health Department
P.O. Dora 26
Cur'ri tuc=k, NC 27929
Rees 'Midway Marina Septic System
Bissell Associates Project No. 2800
Ovaar John
Based on periodic insp0Cti0ns during C0nstrt.1cti0n aMd a start
up test conducted can October 3t, 1989, we find that the system
as Constructed by Bud Lupton Septic Tank Company, waais bui l t
in st.tbatatnti al compliance with approved plans and
speci4lications and is operating satisfactorily.
Thank you for your cooperation and assistance in the
development of this project. P16aroe call i+ you need any
additional in+ormation.
Best Regards,
BISSELL ASeOCIATES
Robort Stewart
Pro-,sect Manager
ccl Terry Mi1ais
Surveying Division
No. 5 Welch 5t, P,O, Box 253 Brssall Associates, Inc.
4112 North Croatan Hwy, Drawer 1068 Currltuck Branch Office
Highway 168
PO
BOX 357
Kitty Hawk, North Carolina 27949
919/261.3225 F'2x 9191261-4177 Kitty Hawk, North Carolina 27949 ,
.
Moyock, North Carolina 27958
9191261.3266 Fax [phone] 8161435-2555 Fax [phone]

P •.! -
NOTICE OF FILING OF - o fl
APPLICATION FOR CAMA MAJOR DEVELOPMENT
PERMIT AND WATER QUALITY CERTIFICATION
The Department of Natural Resources and Cod[thtTy
Development hereby gives public notice as required by NCGS
113A-119(b) and 143-215 3(a)(1)(c) that S. E. J. CORPORATION of
Currituck County, filed an application on October 13, 1989, for a
permit from the Division of Coastal Management to develop in an
Area of Environmental Concern and for certification from the
- Division of Environmental Management that a discharge of fill
material in project wetlands will not violate applicable water
quality standards.
According to said application the applicant proposes to
dredge an existing basin and canal, build pier, cottage, shop,
storage sheds and a wooden walkway, and stabilize the shoreline
with riprap and bulkheading on 3.05 acres of land in Coinjock,
Currituck County on the Intracoastal Waterway.
A copy of the entire application and additional information
may be examined (or copies furnished upon request and payment of
reproduction costs) during.hormal business hours at the office of
Richard L. Watts, Division of Coastal Management, located at the
Division of Coastal Management, Route 6 Box 203, Elizabeth City,
N.C., 919/264-3901, and/or the office of Deborah Sawyer, Division
of Environmental Management, NRCD Regional Field Office,
Washington, N.C., 919/946-6481.
The Division of Environmental Management proposes to take
final action on this water quality certification on or before
December 2, 1989. The issuance of the CAMA. Major Development
permit and the Section 401 Certification may deviate from this
projected date depending upon the nature of the comments
submitted and subsequent hearings that may result.
All persons desiring to make comments should do so in
writing to Dr. George Everett, Director, Division of Coastal
Management, P.O. Box 27687, Raleigh, N.C., 27611, prior to
November 27, 1989 for consideration in the CAMA permit decision,
and to Mr. Bill Mills, Division of Environmental Management, P.O.
Box 27687, Raleigh, N.C., 27611, prior to November 22, 1989 for
consideration in the water quality certification decision. Later
comments on the CAMA application will be accepted and considered
up to the time of permit decision. Project modifications may
occur based on review and comment by the public and state and
federal agencies. Notice of the permit decision in this matter
will.be provided upon request.
PUBLISHED ON: TUESDAY, NOVEMBER 7, 1989
GTON OFFICE
NOV22
NKDATA DF/CAMA/40i REV DAT
ACTIOil > FILE > DFCAMA+401 PSWID > FORMAT > NRDFCAMA NEX' > 0000
ACTION! = ADD. ENTER THE DATA TO BE STORED FRD DATA
PROJOL :007` 1 PROJ: SE ` f COUNTY: ?•??- REGION: (?7
ASSIGNED TO : DiS JOINT NOTICE W
TYPE CERTIFICATION RECOMMEND DATES Y i MMD
404 PN 401 REG : ISSUE- RECEIVED
DEN?'r : INITIAL REPORT :$?//aZ
CA NA ONLY' ?G C: 5?a?2 tlAl Iii = / CAMA : 1 f SEC='R1= 0 : r HOLD: ? FINAL REPORT:
t- S
i EC1--1 I N G STREAM: 19? Gvc? CLASS: SCE BASIN:
COMMENTS -
COi- I ES: 1.,0. trLa - 6.,r$A -O
N - ? b N?C- ?C?l V E 0
aJe ;ye or aii an.
ttic-3re_ APlepment acrivicies, inciuuing n ru -89
^. sz 'r•• •_•!t: ffllinn ngvintt lAnd cleRra`nvn' and
stormwacer control. If the requested informariogCty
not relevant to your project, write iN/A j.notIMPbuthC4
plicable). items I-4 and 8-:+ must be cordpieced for
all projects.
1 APPLICANT
a. Name Bissell Associates
Address P.O. Drawer 1068
City Kitty Hawk State NC
Zip 27949 Day phone [phone]fi6
Landowner or X Authorized agent
b. Project name (if any) Midway Marina
c. If the applicant. is not the landowner, also give
the owner's name and address.
S.E.J. Corporation'
P.O. Box 261
Coinjock, NC 27923
2- LOCATION- OF PROPOSED
PROJECT
a. Street address or secondary road number
SR 1165
b. City, town, community, or landmark
Coin-Jock
County Curri tuc_k-
d. Is proposed work within city limits or planning
jurisdiction? Yes
e. Name of body of water nearest project
Atlantic Intracoastal Water Way
;3 DESCRIPTION AND PLANNED.
USE: OF PROPOSED PROJECT
a. Describe all development activities you propose
(for example, building a home, motel, marina,
bulkhead, or pier).
(See Attached Sheet)
If you plan to build a marina, also complete
and attach Form DCM-MP-2.
b. Is the proposed activity maintenance of an ex-
isting project, new work, or both? both
e. Will the project be for community, private, or
commercial use?
nommPrn, i a 7
?j. L%a.1\.:Ia•C taa? 1".:i:anIlCC.a u..C .. ? .??.
(See Attached Sheet)
4 LAND AND WATER 3
CHARACTERISTICS
a. Size of entire tract 3.05 acre
b. Size of individual lot(s) N/A
c. Elevation of tract above mean sea level or Na-
tional Geodetic Vertical Datum ±4'
d. Soil type(s) and texture(s) of tract
dredged spoils
e. Vegetation on tract heav; 1 y wnndPA-
mixed pines and deciduous trPec
f. Man-made features now on tract d i rt rnacl
basin and. Cana 1
g. What is the CAMA Land Use Plan Classifica-
tion of the site? (Consult the local land use
plan.)
Conservation Transitional
Developed Community
X Rural Other
h. How is the tract zoned by local government?
commercial
i. How. are adjacent waters classified? SC
j. Has a professional archaeological survey been
carried out for the tract? No
If so, by whom?
5 UPLAND DEVELOPMENT
Complete this section if the project includes any
upland development.
a. Type and number of buildings, facilities, or
structures proposed
('See Attached ShPP_t)
b. Number of lots or parcels N/A
C. Density (Give the number of residential units
and the units per acre.) N/A
d. Size of area to be.graded or disturbed4 3 , 4 8 o 9-F.
e. If the proposed project will disturb more than
one acre of land, the Division of Land
Resources must receive an erosion and sedimen.
tation control plan at least 30 days before land
disturbing activity begins. If applicable, has a
sedimentation and erosion control plan been
submitted to he Division of Land Resources?
N/A
f. Give the percentage of the tract within 75 feet
of mean high water to be covered by im-
permeable surfaces, such as pavement-
bu.it,iinas, or rooftops... ? -?! . 3
ist the material
"r.. .^..^. '?: SEC'ne.
'
h.
Arnoiirr of inzreriai ro be excavnteki iron
asphalt. or concrete, to Le t_lsed +er
^aved
r
Q:
;- ?r?-. dirt road and gravel
11-ow :eater level in cubic yards 2.896 c. y.
.
Parking lot - T.- .-t mc,`..?1 sand and silt

h.
it apphcabie
has a stormwater mana
e d. Does the area to be excavated inciude marsh.
,
gem
nt land, swnmps,, or other wetlands? No
pian been submitted to the Division of En- e. High ground excavation, in cubic yards None
vironmental Management? N/A f. Dimensions of spoil disposal area see plat
i. Describe proposed sewage disposal and/or waste g. Location of spoil disposal area _see plat
water treatment facilities. N/A
h. Do you claim tide to the disposal area? -yes
j. Have these facilities received state or local If not, attach a letter granting permission from
approvai? N/A the owner

k.
Describe existing treatment facilities.
i. .
Will a disposal area be available for future
None maintenance. Yes
?
e as current area
If so, where?s

1.
Describe location and type of dischar
es to j. Does the disposal area include any marshland,
No
l
'
g swamo
and,
or water areas?
waters of the state (for example surface runoff, k. Will the fill material be placed below mean
sanitary wastewater, industrial/commercial high water? No
effluent, or "wash down"). None 1. Amount of fill in cubic yards _N/A
m. Type of fill material _ N/A

m.
Water supply source None n.
o. Source of fill material N/A
Will fill material be placed on marsh or other
n. If the project is oceanfront development, wetlands? No
describe the steps that will be taken to main- p. Dimensions of the wetland to be filled N/A
tain established public beach accessways or pro- q. How will excavated or fill material be kept on
vide new access. N/A site and erosion controlled? placed behind
bulkhead, smoothed and seeded
o. If the project is on the oceanfront, what will
be the elevation above mean sea level of the
first habitable floor? N/A
g? ?EXCAVAnON?-? _
g:
.6 -AND ?-FILL-
a. Describe below the purpose of proposed excava.
tion or fill activities (excluding bulkheads,
which are covered in Section 7).
Length Width Depth
Access channel
(MLW) or (NWL)
Boat basin
Other (break-
Water .,
Pier
Fill placed in
wetland or below
MHW
Upland fill
areas
810, 30' 6'
100, so, 6'
90, See detail
on I lan
shee t
?Ing t
X/A
J
N/A N/A _
See P an
Sheet
r. What type of construction equipment will be
used (for example, dragline backhoe, or
hydraulic dredge)? dragline, backhoe
s. Will wetlands be crossed in transporting equip.
ment to the project sire?.Na- If yes, explain
the steps that will be taken to lessen en-
vironmental impacts.
7 . SHQUiINE S TASII IIZATI0W-
a. Length of bulkhead or riprap 1140'
b. Average distance waterward of mean high water
or normal water level ±5' at AIW
c. Shoreline erosion during preceding 12 months,
in feet 2-81
d. Type of bulkhead material wood
e. Amount of fill, in cubic yards to be placed
below mean high water 450 yards
f. Type of fill material sand and rock
ALL111V1` a7L 1NY?1'V; AI LA 11O
in ?r;rlirinn rn rko- rmmplnrrra nnnlirarinn form r.1:P
following irems musr he submirred:
A copy of the deed (with state application only) or
other instrument under which the applicant claims
title to the affected property. If the applicant is not
claiming to be the owner of said property, then for-
ward a copy of the deed or other instrument under
which the owner claims title, plus written permis-
sion from the owner to carry out the project.
... .3 , _
.. ii.7'a Ji r??ivuJ szaE: or -1
for :work on the project tract. Include permit
numbers, te.:..,ttee, ana issuing cares.
None
A check for S100 made payable to the Depart-
ment of Natural Resources and Community
Development to cover the costs of processing the
application.
A signed AEC hazard notice for projects in ocean-
front and inlet areas.
An accurate work plat (including plan view and A statement on the use of public funds. If the
cross sectional drawings) drawn to scale in black project involves the expenditure of public funds, st-
ink on 8 Vz x 11 white paper. (Refer to Coastal tach a statement documenting compliance with the
Resources Commission Rule 7J.0203 for a detailed North Carolina Environmental Policy Act
description.) (N.C.G.S. 113A-1 to 10).
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 16
high quality copies are provided by the applicant.
(Contact the U.S. Army Corps of Engineers regard-
ing that agency's use of larger drawings.) A site or
location map is a part of plat requirements and it
must be sufficiently derailed to guide agency per.
sonnel unfamiliar with the area to the site. Include
county road (SR) numbers, landmarks, and the like.
A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
9 CEWMCATION ?-
SION-_TO ENTER-0
i?I=•T:A1?II?
Any permit issued in response to this application
will allow only the development described in the
application. The project will be subject to condi-
tions and restrictions contained in. the permit.
I certify .that to the best of my knowledge, the pro.
posed activity complies with the Stare of North
Carolina's approved Coastal Management Program
and will be conducted in a manner consistent with
such program.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit com-
ments on the proposed project to the Division of
Coastal Management. The applicant must advise
the adjacent landowners of this opportunity by sen-
ding a copy of the permit application to them by
registered or certified mail. This notification is re-
quired by G.S. 113.229(d).
Name Dallie S. Briqqs
Address Becks Church Rd.
Lexington, NC 27292
Name Charles Bidgood
Address P.O. Box 131
Coin-pock, NC 27923
Name William L. Tate
Address P . O . Box 88
Coinjock, NC 27923
I further 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 ap-
plication and follow-up monitoring of project.
This is the 6 day of October
19
X?
Landowner or Authorized agent
Send the completed application materials -to the
Division of Coastal.Management Office nearest you
and the U.S. Army Corps of Engineers. See the
map on the inside front cover for the appropriate
DCM office and addresses and phone number.
OFFICE OF COASTAL MANAGEMENT Lat:36021100"
FIELD INVESTIGATION REPORT Long:75056130"
1. APPLICANT'S NAMES E. J. Corporation
2. LOCATION OF PROJECT SITE SR 1165 on the Intracoastal Waterway,
Coinjock, Currituck County Photo Ref. 84:128-674 D15
3. INVESTIGATION TYPE: DREDGE & FILL X CANA X
4.., INVESTIGATIVE PROCEDURE:
(A) DATES OF SITE VISIT.6/7/89 _ 8/23/89
(B) WAS APPLICANT PRESENT No Yes
5. PROCESSING PROCEDURE: APPLICATION RECEIVED October 13, 1989
OFFICE Elizabeth Cit
6. SITE DESCRIPTION: (A) LOCAL LAND USE PLAN Currituck
LAND CLASSIFICATION FROM LUP Rural
DEVELOPMENT CONSTRAINTS IDENTIFIED IN LUP
The purpose of the rural class is to provide for agriculture,
forest management and other low intensity
(B) AEC(S) INVOLVED: OCEAN HAZARD ESTUARINE SHORELINE X
COASTAL WETLANDS PUBLIC TRUST WATERS X
ESTUARINE WATERS X OTHER
(C) WATER DEPENDENT: YES X
NO OTHER
(D) INTENDED USE: PUBLIC PRIVATE COMMERCIAL X
(E) TYPE OF WASTE WATER TREATMENT: EXISTING None
PLANNED Gravity flow septic system
,(F) TYPE OF STRUCTURES: EXISTING None
PLANNED Two storage sheds (16' x 2
x 381) and a shop (22' x 32')
(G) ESTIMATED ANNUAL RATE OF EROSION 21-8' SOURCE Applicant
7. HABITAT DESCRIPTION:
(A) VEGETATED WETLANDS
(B) NON-VEGETATED WETLANDS:
(C) OTHER:
Shallow water habitat
Upland
(D) TOTAL AREA DISTURBED:
AREA
DREDGED FILLED OTHER
0' x 30'), co
29,300 sq.ft. 5700 sq.ft.
15,500 sq. ft.
8. PROJECT SUMMARY: Applicant proposes to dredge an existing basin
and canal, build pier, cottage, shop, storage sheds and a wooden
walkway, and stabilize the shoreline with riprap and bulkheading
on 3.05 acres of land in Coinjock, Currituck County on the
Intracoastal Waterway.
'!
Bio Report
Page 2
Site Description
S.E.J. Corporation owns a 3.05 acre tract located off of
S.R. 1165 on the Intracoastal Waterway, Coinjock, Currituck
County. This site is approximately 50 yds. N.E. of the lots
developed by S.E.J. Corporation under CAMA 'M.P.#94-89, on the
Intracoastal Waterway.
The site varies in elevation from approximately 6 to 42
inches above MHW. The highest elevations being a berm along a
man-made canal (formed from spoil taken from the canal) and the
N.W. portion of the lot adjoining S.R. 1165 and the neighboring
lots. The lowest elevations abut the inland wetlands and the
existing basin. Property elevation along the northern canal vary
from 15 to 28 inches above MHW.
Soils found on the site are characterized by a shallow
organic layer (approximately'l") followed by a horizon of lighter
colored, fine to very coarse sandy soil (ranging in thickness
from l to 5 inches in depth. Beneath this horizon is a layer of
dark colored soil, finer in texture with a large percentage of
clay.
Vegetation on the high ground consists of a mix of hardwood
and Loblolly Pines. Predominant hardwoods are Liriodendron
tulipifera (Yellow Poplar), Acer rubrum (Red Maple) and
Liquidambar styraciflua (Sweetgum). Brambles, Smilax sp.
(Catbriers), and Lonicera sp. (Honeysuckle) make up the under
story. On the embankment along the mouth of the canal were
patches of Spartina patens (Salt Meadow grass).
11404" wetlands have been delineated and verified on the
site. The dominant trees in these area are Acer rubrum (Red
Maple), followed by Liquidambar styracif lua (Sweetgum). The
wetland fringe along the basin was made up of Arundinaria
gigantea (Southern Cane), Pontederia cordata (Pickerelweed),
Peltandra virginica (Arrow Arum) Myrica cerifera (Wax Myrtle) and
ferns, mostly Osmunda cinnamomea (Cinnamon fern) and Osmunda
regalis (Royal Fern). Smilax sp. (Catbriers), Arundinaria
gigantea (Southern cane) and various ferns were common in the
forested wetlands. Along the eastern edge of the developers
driveway lies a wetland forest having standing water.
Unidentified submerged aquatic vegetation is growing in the
existing canal and is the only submerged aquatic noted.
The applicant proposes to:
(1) Dredge the existing man-made canal (810'x 301) to
depth of 6 ft. and the basin (100' x 501) to a
depth 61. All spoil will be placed on high ground.
Bice Report
Page 3
(2) Construct a dwelling (24' x 381) having a gravity
feed, septic system, tieing into a low pressure
system on the applicant's property permitted under
CAMA MP 494-89.
(3) Relocate a shop (22' x 321) from nearby property.
No septic system will be required.
(4) Use a combination of bulkheading and riprap along
the shoreline'for,a distance of 1,140 ft. (average
distance waterward of mean high water is 5 ft.).
(5) Build a 90 ft. breakwater along the interface of
the boat basin and.the adjoining 11404" wetland
(6) Construct a 210 ft. x 6 ft. elevated walkway
along the boat basins breakwater and bulkhead.
(7) Erect two storage sheds (16' x 20' and 201.x 301)
(8) Place a 35' x 6' elevated walkway over 11404"
wetlands adjoining the long canal.
ANTICIPATED IMPACTS
Presently the man-made canal and boat basin are 1.5' and
between 1.5 and 2.5 ft. deep respectively. Dredging the canal
and basin to a depth of 6 ft. will result in the-removal of
approximately 2,896 cubic yards and the disturbance of 29,300 sq.
ft. of shallow water habitat. Fairly significant turbidity will
result from the operation. All spoil will be placed on high
ground on the project site. If necessary spoil material can be
hauled off-site to a suitable high ground location. The
construction of a bulkhead will remove approximately 5700 sq. ft.
of shallow water habitat and create short-term, localized
turbidity. The placement of riprap along the Intracoastal
Waterway will reduce the potential amount of turbidity caused by
shoreline stabilization.
There are no plans to alter the delineated wetlands. Land
clearing, filling, and grading can create sediment encroachment
into the 11404" areas.
According to the applicant there will be no other
developments on, this property. The prepared developments are
intended to provide an area for patrons of Midway Marina and
residents of the surrounding neighborhood to utilize for passive
recreational activities. The applicant will submit to the
Division of Coastal Management for their, review any changes or
additions to this proposal.`
Bio Report
Page 4
CAMA REVIEW
The Currituck LUP identifies the NC 158 corridor from Barco
to just south of the new Coinjock bridge as transitional. East
of the transitional zone is an area identified as rural.
The project site is in the area classification rural and is
consistent with this classification.
No information is available to indicate if there is any
archeological significance to this area.
Submitted by: Richard L. Watts
Date: October 13, 1989
Hiss[[[ PIPCEIVED
1
Engineers, architects,,planners, surveyors,
environmental specialists &construction managers.
iY?1d
I tlzabeth City
i
ATTACHMENT
CAMA MAJOR DEVELOPMENT PERMIT APPLICATION
DATE: October 6, 1989
APPLICANT: Bissell Associates
OWNER: S.E.J. Corporation
PROJECT NAME: Midway Marina
This sheet is attached to provide information where space is
inadequate on application form.
ITEM 3a - Proposed development activities consist of
bulkheading, maintenance dredging of existing canal
and basin, breakwater, construction of two storage
sheds, extension of existing dirt road, parking lot
construction, relocatiun of two existing buildings
to location depicted, including gravel or clay
driveways.
ITEM 3d - Planned use of the project is to stabilize
shoreline by bulkheading and dredging to provide
accessibility to basin and canal from Atlantic
Intracoastal Waterway, provide storage building and
residence for Marina dockmaster, provide general
use parking facility.
ITEM 5a - Two storage sheds for the purpose of housing,
hunting and fishing related gear. Relocate two
existing buildings to provide storage for grounds
keeping equipment and residence for marina
dockmaster.
Surveying Division Bissell Associates, Inc. Currituck Branch Office
No. 5 Welch St. P.O. Box 253 4112 North -roatan Hwy, Drawer 1068 Highway 168, P.O. Box 657
Kitty Hawk. North Carolina 27949 Kitty Hawk, North Carolina 27949 Moyock, North Carolina 27958
9' G1.4?25 Fax [phone] 9191261-3266 Fax [phone] 9191435-2555 Fax [phone]
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