19920282 Ver 1_COMPLETE FILE_19920729

State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27604
James G. Martin, Governor A. Preston Howard, Jr., P.E.
William W. Cobey, Jr., Secretary Acting Director
July 29, 1992
Mr. Joseph B. Davenport
702 Winwood Drive
Windson, N.C. 27983
Dear Mr. Davenport:
Subject: Proposed Fill in Waters
Boat ramp construction
Bertie County
DEM Project #92282, COE
for Batchelor Bay subdivision
Project #199202168
Upon review of your request for Water Quality Certification
to place fill material in 400 square feet of water for
boat ramp construction located at Batchelor Bay subdivision in
Bertie County, we have determined that the proposed fill can be
covered by General Water Quality Certification No. 2663 issued
January 21, 1992. A copy of the General Certification is
attached. This Certification may be used in qualifying for
coverage under Corps of Engineers' Nationwide Permit No. 36. An
additional condition is that 401 Certification must be obtained
form the Division of Environmental Management for any activity
authorized by the U.S. Army Corps of Engineers under Nationwide
Permit 14 or 26 (greater than one-third of an acre).
If you have any questions, please contact John Dorney
at 919/733-1786.
Sincerely,
i ? Du?j
P eston Howard, r P.E.
GTE:JD
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Washongton Regional Office
Washington DEM Regional Office
Mr. John Dorney
Central Files
Division of Coastal Management, Raleigh
REGIONAL OFFICES
Asheville Fayetteville Mooresville Raleigh Washington Wilmington Winston-Salem
704/251-6208 919/486-1541 704/663-1699 919/733-2314 9191946-6481 919/395-3900 919/896-7007
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer
it
s
e ? v , •,r .0
y1ASHiNG1u44 OFFICE
? ° ? ? ?l i ? J 1942'
State of North Carolina D. E W
Department of Environment, Health, and Natural Resources
Division of Coastal Management
1424 Carolina Avenue • Washington, North Carolina 27889
James G. Martin, Governor
William W. Cobey, Jr., Secretary
15 May 1992
MEMORANDUM
T0: Dr. George T. Everett, Director
Division of Environmental Management
FROM: John R. Parker, Chief
Major Permits Processing Section
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Joe B. Davenport (Batchelor Bay Subdivision)
Roger N. Schecter
Director
Project Location: Off NC 45, Merry Hill Community, Batchelor Bay off Albemarle
Sound, Bertie County
Proposed Project: To develop a 22.0 acre, 30 lot, subdivision adjacent to
Batchelor Bay.
Please indicate below your agency's position or viewpoint on the proposed
project and return this form by 05 June, 1992. If you have any questions
regarding the proposed project, please contact Raleigh Bland at 733-2293.
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
Signed
Date ! d'
Box 1507 • Washington, North Carolina 27889 • Telephone [phone]
An Equal Opportunity AHirrnative Action Employer
To: ohn Dorney
P nning Branch
DIVISION OF ENVIRONMENTAL MANAGEMENT
» CAAMA MAJOR PERMIT APPLICATION REVIEW
WaRO PROJECT # la - O 5F 3'"
REVIEWER: SAWYER
PERMIT YR: 92 PERMIT NO.
PROJECT NAME :
PROJECT TYPE:
COE #: DOT#:
RCD FROM CDA: Q
REG OFFICE: WaRO RIN
*STREAM OR ADJACENT WATER BODY:
CLASS: `d Ars J
*OPEN OR CLOSED:
WQ SUPERVISOR: THOR E
E a
COU Y:
tt QQ 1 ?n
I?uTYPE C COE
?P 2 or'i3'
T sIN#: 'Roo, v g
STREAM INDER #: a?
WL IMPACT : D WL TYPE : /Yde
WL REQUESTED: 10 WL ACR EST: Z,01-
HYDRO CNECT? : WL SCORE :
MITIGATION: OVA- MITIGATION TYPE: r?A-
MITIGATION SIZE:N& RATIN HEET ATTACHED?:
RECOMMENDATION:(tSSUE SUE COND DENY
STORMWATER PLAN REQ' D :
IF YES, DATE APPROVED:
PROJECT DESCRIPTION:
,ew 3 .
WATER QUALITY CERT. 401
CERT. REQ'D:
IF YES, TYPE: D OZ
SEWAGE DISPOSAL
TYPE OF DISPOSAL PROPOS %-/
(EXISTING, P OPOSED SEPTIC TANK ETC.
TO BE PERMITTED BY: ?5r
(DEM, DHS, COUNTY)
IF BY DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE:
WATER/WETLAND FILL
AREA OF FILL: WATER: 400 WETLAND:
IS FILL ELIMINATING A SIGNI ICANT USE?fVd
DREDGING
IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS
OF RESOURCE? /4,/e"
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED?
MARINA
ARE THE FOLLOWING ADEQUATELY ADDRESSED? W4-
SEWAGE DISPOSAL: MARINA SERVICES:
OXYGENINBASIN: CLOSURE OF SHELLFISHING WATERS:
Page Tv+o
RECOMMENDED CONDITIONS OR PERMIT RESTRICTIONS:
//V ?-
At b
Q?P . XAP
a6

cc: Central Files
Washington Regional Office Files
DCM-John Parker
Elizabeth City
Morehead City
Washington
COE:Washington Field Office
RECEIVED
Y'ASHINGTON OFFICE
y
?, - imAy 15
?992:
State of North Carolina °' E ?'
Department of Environment, Health, and Natural ResoulrCP-S„
Division of Coastal Management
1424 Carolina Avenue • -Washington, North Carolina.27889
Roger N. Schecter
James G. Marlin, Govemor Director
William W. Cobey, Jr., Secretary
15 May 1992
MEMORANDUM
TO: Dr. George T. Everett, Director
Division of Environmental Management
FROM: John R. Parker, Chief
Major Permits Processing Section
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Joe B. Davenport (Batchelor Bay Subdivision)
Project Location: Off NC 45, Merry Hill Community, Batchelor Bay off Albemarle
Sound, Bertie County
Proposed Project: To develop a 22.0 acre, 30 lot, subdivision adjacent to
Batchelor Bay.
Please indicate below your agency's position or viewpoint on the proposed
project and return this form by 05 June, 1992. If you have any questions
regarding the proposed project, please contact Raleigh Bland at 733-2293.
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
Box 1507 • Washington, North Carolina 27889 • Telephone [phone]
An Equal Opportunity Affirmative Action Employer
DIVISION OF COASTAL MANAGEMENT RECEIVER. .
- ti'•AotiiNGTON
FIELD INVESTIGATION REPORT OFFICE
1. APPLICANT'S NAME Joe B. Davenport (Batchelor Bay Subdivision)
2.
3.
4.
LOCATION OF PROJECT SITE Bertie County, off of NC 45, Batchelor Bay off of
Albemarle Sound, Merrv Hill _Community.
-
12-1-89, 108-_15, B-10-14 12-18-84 103-916, S9-15,
PHOTO INDX : 1989: C10-14 D10-14 1984: T9-15, U?-15
STATE PLANE COORDINATES: X:- 26,974,000 Y : 813 , 000
west over U.L.
INVESTIGATION TYPE: DREDGE & FILL X CAMA -X
INVESTIGATIVE PROCEDURE:
(A) DATES OF SITE VISIT 4-28-92
(B) WAS APPLICANT PRESENT Yes
5. PROCESSING PROCEDURE: APPLICATION RECEIVED 8 May 1992
OFFICE MzM%kmdpdtbbgc Washington
6. SITE DESCRIPTION:
(A) LOCAL LAND USE PLAN Bertie County
LAND CLASSIFICATION FROM LUP Conservation
DEVELOPMENT CONSTRAINTS IDENTIFIED IN LUP Review is being conducted by
DCM planning staff to determine consistency.
(B) AEC(S) INVOLVED: OCEAN HAZARD ESTUARINE SHORELINE X
COASTAL WETLANDS PUBLIC TRUST WATERS_
ESTUARINE WATERS X OTHER
7. HABITAT DESCRIPTION:
(C)
(D)
(E)
(F)
(G) ESTIMATED ANNUAL RATE OF EROSION ±2'
(A) VEGETATED WETLANDS
None
(B) NON-VEGETATED WETLA".
(C) OTHER: Openwater
Highground
(D) TOTAL AREA DISTURBED:
W--TER DEPENDENT: YES X NO X
Boatramp Sub vision
INTENDED USE: PUBLIC PRIVATE X COMMERCIAL
TYPE OF WASTE WATER TREATMENT: EXISTING None
PLANNED Septic Tank
TYPE OF STRUCTURES: EXISTING None
PLANNED Boatramp, pier with groins, single family residences.
SOURCE DCM staff observation
AREA
DREDGED FILLED OTHER
N/A N/A
±400 sq. ft. (boatramp)
6.8 acres in ini
development
±400 sa ft 6.8 Acres-
8. PROJECT SUMMARY: The applicant is proRgsing to develop a 22.0 acre, 30 lot,
subdivision adjacent to Batchelor Bay in Bertie County.

4
Environmental setting
The applicant owns a 217.5 acre tract of land in the Merry Hill community, east
of NC 45 and adjacent to the Albemarle Sound in Bertie County. The majority of
the property is being used for agricultural practices, mainly row crops. A
portion of the property consists of a large wetland system (Morgan Swamp) which
enters the property near the eastern property line. The wetland system is
vegetated with cypress, various species of gums and other wetland adapted trees.
Upland wooded areas vegetated by various species of oaks and other hardwood trees
were present on much of the property between the agricultural fields and wooded
swamp. The majority of these areas have been timbered within the past year in
preparation of the subdivision development. The applicants property extends
approximately 1,800' along Bachelor Bay. The shoreline at the normal water line
(NWL) varies from ±8.0' to ±20.0' in elevation. Most of the area is covered by
natural vegetation which has somewhat retarded erosion. Most of the area at the
top of the bluffs from the edge extending landward at some locations up to ±100'
was vegetated by hardwood forest. This area has also been timbered in
preparation of the subdivision development.
Project proposal
The applicant is proposing the following:
1) The development of a 22 acre subdivision on the property. The entire
development other than the access road from NC 45 will be located within
an area ±600' landward of the NWL along the ±1800' of shoreline of
Bachelor Bay. Thirty (30) lots will be developed for single family
residences. No multifamily units will be developed. Each residence will
be served by a septic tank sewage disposal system, however a community
potable water system is to be installed for the entire development.
Details on that system are presently being finalized.
2) A portion of the lot preparation for the development will consist of
extensive removal of the high bluffs at the NWL. Lot No.'s 4, 5, 6, 7, 8,
9 and portions of 10 and 11 will require the removal of the bank from 40'
to 60' northwardly to achieve a desired 5:1 slope. Also it will be
necessary to remove some of the bank on Lots 12 thru 15 but with much less
severity as the previously mentioned lots. Lots 1 thru 3 will require
slight stumping and grading. The applicant hopes to achieve a 5:1 slope
along the entire shoreline when the grading is completed. No bulkheads
are proposed at this time. Erosion will be controlled by silt fences,
mulching and seeding. All of this shoreline sloping is shown on attached
plots.
3) A portion of the property adjacent to Morgan Swamp has been established by
the applicant as a corgi€3uuni y lot, on which will be located a concrete
boatramp which will hcve:a w.dth of 16.0' and a total length of 42.0' of
which 25.0' will exterld ne'cad the NWL. A 4.0' wide by 29'.6" pier will
be located on each side of the ramp. 25.0' of the pier will extend beyond
the NWL. A groin the same length of the piers will be attached to the
piers in an attempt to keep sand off of the ramp. A gravel access road
will provide access to the ramp. Also a ±230.0' long by ±60.0' wide
gravel turn area will also be provided. Silt fences will be placed
between the disturbed areas and Morgan Swamp.

Environmental impacts
Environmental impacts will be as follows:
1) Upland wildlife habitat has either already been modified or will be
further modified as the subdivision is developed.
2) No wetland vegetation will be excavated or filled. No development is
proposed within the Morgan Swamp system.
3) Severe erosion potential is present during the sloping of the bluffs if
proper sedimentation and erosion control measures are not adheared to.
This erosion could result in fill being deposited beyond the NWL of
Bachelor Bay.
4) Approximately 4.8 cubic yards of fill (concrete) will be placed beyond the
NWL of Bachelor Bay as a result of boatramp construction. Also ±460 cubic
yards of material will be excavated near or beyond the NWL as a result of
sloping the area for the boatramp placement.
5) Two small areas of wetlands have been authorized to be filled under COE
Nationwide Permits No. 14 and 26 in the area of the access road which
extends from NC 45 to the development.
David Gossett - Washington Office - May 8, 1992

Please type or print. Carefully describe all anticipated
development activities, including construction, excava-
tion, filling, paving, land clearing, and stormwater con-
trol. If the requested information is not relevant to your
project, write N/A (not applicable). Items 14 and 8-9 attach Form DCM-MP-2.
must be completed for all projects. b. Is the proposed activity maintenance of-an
existing project, new work, or both?
t
new projec
.
I APPLICANT
c. Will the project be for community, private, or
a. Name Joseph -.3. Davenport commercial use?
Community
Address 702 ,,,'inwood )rive

city Windsor State NC 27983 d. Describe the planned use of the project.
Single family subdivision; waster
Zip 27983 Dayphone919-794-2947 Eccess.

x Landowner or Authorized agent
b. Project name (if any) 3atchelor &y
4 LAND AND WATER
c. If the applicant is not the landowner, also give the CHARACTERISTICS
owner's name and address.
a. Size of entire tract 217.5 acres-22 acres
in su ivision.
b. Size of individual lot(s) appr ox. i ac.
c. Elevation of tract above mean sea level or
' National 1-codedc Vertical Datum
±t
-
l
2 LOCATION OF PROPOSED .
p
us
5

PROJECT d. Soil type(s) and texture(s) of tract
Lenoir & Craven
a. Street address or secondary road number
On Batchelor 3E.-- area of I:1bemEx1ee. Vegetation ontract Subdivision area is
OF '•o . . ?-oun agriculture,
b. Ct??town co unit ,ioVandmai?
?+res`tommta. 1 y is erry Hill.
f. ?Tone
Man-made features now on tract
in Bertie County.
c. County g. What is the CAMA Land Use Plan Classification of
d. Is proposed work within city limits or planning
the site? (Consult the local land use plan.)
jurisdiction? Yes (B er t i e ;; o .) yC Conservation -Transitional
e. N?m vof body of water nearest project
"
'• Developed Community
R
l
ound
rlbem, E.rIe ,
) ura
Other
h. How is the tract zoned by local government?
°°-- --- V on e
3 DESCRIPTION AND PLANS+FD USE
OF PROPOSED PROJECT i. How are adjacent waters classified?
_.? sc
a. Describe all development activities you propose (for j. Has a professional archaeological survey been
example, building a home, motel, marina, bulkhead, carried o t f r the tract? Yes If so, by whom?
or pier): 30 Lot Subd. - Boat lending Ivi,:r 4F this - :rc Ives and
istory a' eig . 'PP1 Pp1i orP
ro-nVar-satinn summer 191_.
12/89 1
f. Dimensions pf spoil disposal .area c. Shoreline erosion during preceding 12 months, in
-- F-6rrox. 2 acres.. feet 1 foot ?? .
g. Location of spoil disposal area to be spread d. Type of bulkhead material None
in agriculturep l lands. Also in ditch
across hots 4 & 5.• On Lots 10 & 1T.. Amount of fill, in cubic yards, to be placed below
h. Do you claim title to the disposal area? Yes mean high water. -Tone
If not, attach a letter granting permission from the
f. Type of fill material None
owner.
i. Will a disposal area be available for future
maintenance? will not be required.
If so, where?
j. Does the disposal area include any marshland,
swamps, or water areas?
N o
8 ADDITIONAL INFORMATION
In addition to the completed application form, the follow-
ing items must be submitted:
k. Will the fill material belaced below mean high A copy of the deed (with state application only) or other
water? y'e s , o o a ? ramp-concrete s 1"-)D - instrument under which the applicant claims title to the
affected property. If the applicant is not claiming to be
-A U 1. Amount of fill in cubic yards y :_, the owner of said property, then forward a copy of the
m. Type of fill materi al
n. Source of fill material '.concrete
o. Will fill mat Abe placed on marsh or other
wetlands? - No
p. Dimensions of th?w?A and to befilled
q. How will excavated or fill material be kept on site
and erosion controlled?
Silt screens will be ?1F. P -9
w?s
shore line Cfer- of
r. What type of construction equipment will be used
(for example draQline, backhoe r hydraulic
dredge)? tae oe, Bu dozer and.
-ru c s .
s. Will wetlands be crossed in transporting equipment
to project site? No If yes, explain steps that will
be taken to lessen environmental impacts.
7 SHORELINE STABILIZATION
a. Length of bulkhead or riprap -11 on e
b. Average distance waterwar? of mean high water or
normal water level
c oncrbt;p
deed or other instrument under which the-owner claims
title, plus written permission from the owner to carry out
the project.
An accurate work plat (including plan view and cross
sectional drawings) drawn to scale in black ink on an 8
1/2 x 11 white paper. (Refer to Coastal Resources
Commission Rule 73.0203 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 18 high
quality copies are provided by applicant. (Contact the
U.S. Army Corps of Engineers regarding that agency's
use of larger drawings.) A site or location map is a part
of plat requirements and it must be sufficiently detailed
to guide agency personnel unfamiliar with the area to the
site. Include 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.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management and should be advised by the applicant of
that opportunity.
12/89

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13010'
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N- 8145817.37
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N74 ° //'39 "E - 3/2. 06,
S3
NB/°53'49"E - 2/4.03'
S4
S 67 °58'26"E - 34&.73'
S5
/ 562°/5'44"E- 640.38'
Emma N. CooAei Q O/hers
COO,oer He/,-S /- 0`170'
Farm"
S6 "O/d WX17S10,-7
f,'. O. w - 60,
S77 °46'44 "E- 416.80
S7
S85 °26'04 "E - /67. 76'
S8
S 76°0334 "E - /35.04'
S9
N77 "E - 4Z5.16'
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exisl/np rood
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SQ9°3739'E - B3.B6' S/2??
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NBO°O/ 22"E - /24.6/'
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l 617-
?
arid NCA
O
N
stow
/
NOTE: -From S1o. / (S/ - .:ICS to Sta. /O IS 010.7g
the IF of the axiS11,7g woods -oca; /,-om
S/O to S18 IS 010:7g the South edge of
the //.- /01 -
- D/.SI017ce lh,-OUgh Ccope,-l ands
-Gis/o.: s lh?o,;r Bond Lands - 2,14,;7884e
-At S21,d 0 46 "x38'c0,-,-ugoled cooled
Seel pipe- arch wi// b& 00S//!0/7&01 /n
-the branch.
- A t point '0', o /2/.7. pipe -d,-op w/// be
p,-esc,-,-bed to e171,-0ped w01e,-
//7 the w6I10170.
NORTH CAROLINA. / 0 COUNTY
A? aOTA$Y ?BUC OF THE COUKT'I A. D STATE AFORESAID. CERTIFY THAT
[ ?/ H rQtPA REGISTERED L4',O SURVEYOR, PERSONALLY APPEARED BEFORE ME
THIS DAY AND ACKNOWLEDGED THE EiECUT,GV Jr?F THE FOREGOING INSTRUMENT. WITNESS MY
HAND AND OFFICAL SEAL. THISZZDAY OF I't X74 , l 19x/1
5 NOTARY PUBLIC
lt" 11 MY COMMISION EXPIRES:
y D a SANDRA C, BROWN
NnTLpv PIIRI IR
Loco//on /nt®f

Showing general installation of silt screen.
36" silt screen
spoil
1 foot-buried
soil base
APR 0 9 1992

o ^ ..

Rock Filter
22'
Existing Ditch
Rock Basin

Orainwag at Sta. 5 -- Use e"isting structure, add Rock Basin
and Rock filter.
APR .0 9 199?

1iot to >c,..le
Pip ? Install at ion betvp¢n S 12 & S 1 3
bottom graolcr
2 :1 slope
hilt SrYp?h
i
OX% CL
y
Rocked catch Basin
Rip Rap Weir
/Swale lead off

,:A : _?.chment s<o . 3
t- C&i1t SC1'2On

APR 0 9 1992
0
Plot to sc?ile
%
f• ..r,r,r,,..; .
L
? ? 13

60'

Center Line

40
30' 20'
?-18 15 ?

Cross Section of New Grader Road Construction
Beginning at- S 10 through Station 25
with exception of area at S21A and pt. Q.
(Refer to attachments No. 4 & 5.
Dunning' surfaced rocked
and 4 inches deep where
clE,y mey creLlte rutting
periods-to be determined
after road bed h.a.s been
APO n 0 1
ttE.cement P';o. 4
18 ft. wide
sections of
during wet
by Landowner
developed. .
I Aj r•`I ? 41-
0
Sketch showing installation of 48" arch culvert to be installed
at Station 21 A --Road bed to maintain 28' width at station.
Silt Fence down stream
S21
Class B a-4,- Riprap s22
grbdor ditch
:1 slope
Rock Check Dam
Class B Riprap
Culvert Design for 10 year /24 hour storm
using Rational Method = 6 in.-area =180 ac.
= 45.4 c.f.s. for .5 ft. of head.
48' Arch Culvert (coated Steel)
58' span
36' rise 28' ,
No, 57
rock :?•''? rack basin
.f
r. fiIllIll(? l (1I1 MM M (I --
40' down stream
PROFILE APR O 9 1992
:. tt? chrnr,nt I; o . 5

Point "Q" is located bets. een Sta. 222 and Stra. 23 at a point where the
old e:;istina road bed had created a small darn holding water in a aura % vet-
land -- To entrap this 'rater- and to maintain it's present level a 12"
pipe - drop -.A ill be installed benath the new road fill with it's intake
end positioned at the high .water- mark.
High -'crater mark to control
_ elevation of intake on pipe-drop.
natural slo e
10.
`•ilt fence this end elevated 4"
?,_ :,• ..- - -•- -;;'•:%..:. - =~' :?.ti?` above level.
::. ,.:: 4.. ,, ;,; : • • : ,,. ' silt fence
-} -,•,. rip rap
12' ovulvert
welded 90 elbo•'cr
Drainage StrUrtUre -it Point °Q°
Attachment r,
rv PR 0 9 199
A?t,\kgq

Cross Section of a Section along shore lfne.
Hight of soil bank along Sound shore will very
from 8 ft. to approximately 20 ft. above mean
water level.
Designed slope - 5 1.
t:
silt screen
point of cut
:::..:..:.: : ...::.:.....?'::: cut above mean waterline.
i idercut:. :el,imiri e:-p.oZ'ry.:::;::::..--, _ - = - _ mean wa.ter-
un:.?:fta::b..e::
F
Attachment 9
APR 0 9 1992

Shore Line Excavation
Not all sections along the shore line will
require extensive removel of steep banks. Lots
1, 2 and 3 will primarily require stumping and
grading only. Lots 4, 5, 6, 79 8, 9, and parts
of 10 and 11'. will require removel of the steep
bank from 40 to 60 feet northwardly to acheive
a 5 to 1 slope. It will probably be necessary
to remove some of the bEnk along lots 12 through
15 but with much less severity as lots 4 through
12. This section can primarily be stumped and
graded to acheive the desired slope.
Upon the completion of each section or
lot the graded area will be fertilized and seed-
ed according to the attached prescription by the
S.C.S. office.
The silt fence will be established and
fi
maintained orlon; -!nd just above the high water
mark for the length of the disturbance.
(Attachment 9A)

Profile of Culvert and Drain Swales
Location - Culvert "88" - Swale 13-1 to 13 41
( Not to Scale)
Profile View
ele 11.2' elev. 11.0'
dissipartor Mean Sound level
excelsior mat _ sediment pond elev. 0.0
18" culy. ,i::i• N ..,....
elev. 4.0'
... Fm
elev. 3.0'
Class B Riprap Cross Section View
18" culvert check dam
- --------------- --
flow flow
bottom of down stream swale
check dam dissipator
fabric liner ?r Note Attachment 9E for detail spects for dissipat or

excelsior mat
grader ditches
3:1 slope
18' 30' 40'
APR 0 9 1992
Attachment 9-B
Note : All road sholders and grader ditches
Overhead View to be seeded to S.C.S. Standards.
Class "B" riprap check dams
18" culvert ( Temporary until grass is mature)
GAG J - Grader ditch
6? A? ,•\ ML
i

Profile of Culvert and Drain Swales
Location - Culvert "AA" - Swale A-! to A-2
( Not to Scale)
Profile View
ele 12.0' elev. 11.8'
dissipartor
?.: excelsior ma
18" cult'. ,?:i• • N ,.,-. ,
I
Class 8 Riprap
18 culvert check dam
flow flow
'*`:3: • ?'"' bottom of down stream swale
check dam dissipator
fabric liner r- Note Attachment 9E for detail spects for dissipat or
Mean Sound level
t sediment pond elev. 0.0'
elev. 6.0'
elev.5.0'
Cross Section View
Note : All road shol ders and grader ditches
Overhead View to be seeded to S.C.S. Standards.
Class "B" riprap check dams
18x` culvert ( Temporary until grass is mature)
Grader ditch
road bed.
excelsior mat
grader ditches
3:1 slope
18' 30' 40'
N?R p 91992
Att<<chment-9C ? Ik V`'\ lqq L--

Cross Section Of Swale
Points -- A-1 tc A-2
?L
L

7.5'
1.5' V
•? ••? 1 Yr •? 1 fi'i ?w?.1 _?vi

- Swal e to f o11 ow exi sti ng contours f ram Sts. - ,_-1 to A=2
- Weded Perimeter + 15.3'lf t.
- Length of Swale- ?3r'+
- Slope - .03
I = 1.7"/Hr.l2 V. cterm
-C=.40
- A= above culvert - 5.2 ac. APR Q 9 1997
below culvert - 4.5 ac.
- Q = 6.65
- fit= 7.03 c.f.s.
I? tta.chnent - 9D (A-1 to A-2)

Cross Section Of Swale
Points -- B-1 to B-2

7.5'
31-
- Swale to follow existing contours from Sts. - B-1 to B-2
- etfed Perimeter + 15.3'/f t.
- Length of Swale- 300'-
- Slope - .027
- ( = 1.7"/Hr./2 yr., storm
-C-.40
- A= above culvert - 4.2 ac.
below culvert - 2.9 ac. APR 0 9 199
Q = 4.83
- V= 6.47 c.f.s.
:,:

ttachnent - 9-'-,',(i3-1 to B-2)
4
Dissipator Detail
t (Location at A-1 & 13-1)
Dissipator to be lined with tare resistant fabric and then hand
place Class T" size ri prap a minimum of two stones deep,
stones should not be smaller than 6"x6"x 10" (14 lb.) to prevent
lifting by water through culvert.
Minimum size of di ssipator will be 6 ft. x
6 ft. and a minimum of 3 ft. deep measured
from the invert of the culvert.
18" e:ulve%rt
J ( 3 ft. min.
Flow
'?'/f •rti top dissipatar %wall `.f*
?' Cti?y ? o f-
3'
Greder ditch fl ow
?I
Attachment 9E

Fabric underl ayment
FIow-?=
APR 0 9 199?
.e
Begin excavation of pond 10 'north (above)
high water mark.
6.0' t 6, el?v
No 57 sizA s#cnp far filt&r
Elevation of dam to be a minimum of one foot above mean ground
elevation at point of location
elov. dam
no-an ave. water low-1 in
sound. Elev. 0.00 class B riprap % ,
'``-?. water level
I
:.......... ..:::::::.....:,•
No. 57 filter stone to. be
planed 12" thick.
PROFILE VIEW
Sound :.
.r .r?
shore, line,
Sediment Pond
(",-1) .
16'
No. 57 ston-e for filter
10-
........ za,
Class B riprap dam & filter
'ra,?an ave. water
level in sound - 0.00' TOP VIEW
3 All elevations are referenced to 0.00')
AttGchment 9F (1A-2)
APR 0 9 1994
flow` _
cloy. 5.0

.r
Sediment Pond
(B-2)
Elevation of dam to be a minimum of one foot above mean ground
elevation at point of location
Begin excavation of pond 10 'north (above)
high wratLsr mark.
elev. dam 4.0' 16'
elev. 3.0'
mean ave. water level in I
sound. Elev. 0.00
class B riprap
7
stone for filter.
.."r ; ' • `?•,.ti E :?_?-:. ????? « ter;
• • • ? ''%.?? j'??// i is ., '.? .,?•i .
No. 57 filter stone to be
plated 12" thick.
PROFILE VIEW
A
Sound =} No. 57 ston-e for filter
Short. line •? Class B riprap dam & filter
mean ave. water
level in sound - 0.00' TOP VIEW
( All elevations are referenced to 0.00')
ttF chr.;ent 911. (B-2)
flow` -
elev. 3.0'
'AP a
R 0 Q 1?g2
Cross Section showing placement of Excelsior Matting in Swal es
A-1 to A-2 and B-1 to B-2. Depth of swal e 1.5 ft. with 5:1 slope.
Excelsior Matting - 40" wide - 16 ft. lengths.
6 " staples - spaced minu. of 14" apart.
7.5' 1 1.5'
6 in. overlap
X14 ; r ?" ? "
tLI y(.1 1 •A
:,;?ti ;.;??-:•'- } :i'1 Excelsior Map
Staples
Overlap exc. mat a minimum of 6 in.
Place recommended Fertz. & Grass seed prescription prior,,
to mat installation.
Toe of Riprap at dissipator.
Flow
•r
Staples
Bury edge of mat next
to culvert 6".
Prafile showing placement of mat downstream.
APR 0 9 199?,` ?'?

--M- BOAT RAMP DETAIL
SHORE LINE
LAND, 4.0' _
. .:::
17' 0"
16'
042' -
42'
::Concrete Ram-
Ramp-.
R-
:3t4' x4'x8' sand shield
4' loading peir
space post 4' apart
NOTE: Do not excvavate bottom
position concrete slab on exist-
i ng bottom after the two stump:
U ?:re M W U ? have been removed.
line 29' 6..
OVER HEAD VIEW OF BOAT RAMP
24'
deck
do%rrn
awl..
waterlinmean water line
...............
-
post driven ielev. 0.00
concrete slab
ground
.. sand sheild 9rern
WATER SIDE VIEW OF BOAT LANDING
Profile Vier (yr..,")
slope = .10 sand sheild 3 4 ,,...,'
down ?? nd} treated plyN'..".0"
18 29' 6" lip
1
canc. slab jj
water line
elev. 0.00'
-1.5'
APR 09 ?qt bottom
Vier of Access & Turn Around Area
For Boat Ramp
Not to Scale
Cor. pipe 5-A
` elev. 1
..K.
N574926E
146.26'
• .,,,. . .. . ?. AAA
Metal Pipe
^ End silt fence
%
6 • A " "!v. . .. i
Class B riprap N 40 W 57'?
temp. check dam'.
20'
• A
" Wetland
60:. .i .
%
Boundary
S 50 E ..R.. ?:
Grass N 18 30 W
40. :?.
%
230' Grass
,.°
Swale' .. •.=%: i:%
Turn. Area
% No. 57 Stone
Lat 1 t )::
"Flaw N 1 30 W , 40' •.::: •
Class B ri ra
temp. check dam S 64 W 54'
Shollow R <:A M1A"' " "
Swa]e "^ - Silt Fence
Riprap A A 16' . A
silt fence - check dam' "KK'A "A A ?% shore line
17' -
A = ?apier
Albemarle Sound
0.00' elev. mean water level
APR 0 9 1992 91 A t, ? `yq ti

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O
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Q.-
° United Stat& Soil Post Office Lox 566
s Departmenf of Conservation Windsor, N. C. 21
AgricuiturE Service November 6, 1991
Mr. Joe B. Davenport
702 Winwood Drive
Windsor, North Carolina 27983
Dear Mr. Davenport:
The permanent vegetation for November establishment
is KY-31 Fescue. Listed below are recommendations
on seeding specifications per acre critical area
seedings.
4,000 lbs/ac.
1,000 lbs/ac.
100 lbs/ac.
4,000 lbs/ac.
1 bushel
I doubled KY-31 Fescue becaus
All other recommendations are
IV, Practice 342, Chapter II,
lime
10-10-10 fertilizer
Ky-31 Fescue (Tall)
Mulch Peanut hay for slopes
Wheat (temporary)
e of joping topography.
from SCS technical guide
page 11.
If you have any questions please feel free to call
919-794-5305.
Sincerely,
Brent Daniels
Technician
1! ttachment 10
The Soil Conservation Service
4-j is an agency of the
Department of Agriculture
UNITE( STATES SOIL P 0. POX. 566
DEPAP*TMENT OF CONSERVATION A I hl 'SCR, N.C. 27983
AGR ULTURE SERVICE APRIL 21, 1992
1
----------------------------------------------------------------
MR. JUE)EPH B. DAVENPORT, III
702 W I NIr.00D DRIVE
WINDSOR, NORTH CARC!L I NA, 279'8-?c
DEAR MR. DAVENPORT:
THE. SEEDING; RATES THAT WE r'RE+'A?'E E FCif; YOU EA-,L.IER [URIf1 THE
WERE BP.SICALLY FOR Fa,l_t_ =;EEDIPv!: S. i i A,VE DICU'S:;E_ TrIE`;r= i'A ULI
7 .h.V' otl--L. !r.fq/IC:VL`-f ^iF?L ? THE _.. `Li i
t!E;•I I N'U
MR. F F B +V(J J
1 'vt I F 1._ JFc i ?l7 _ k:
H
l c -
;
Fur-, THE ACCESS S RHAD, T!? rR AD.- _ i i i I T CHI ' AwU THi_. G::,:.
IN, AT _RWA.Ys ?``1dA,LEC/ l_lli?i'=i_i(_A -F YC!UR BA TIC HELI_IFi S BAY 1Li .
FCit_LO(n I dG i.:(iN'_'TRiJ(--: T I U N
D =;'r' ?!r• UTHER'v-+;I',` Fr•.r=r.: He `L;
FERT %L i %?.R AN[I EED
-
-

N ,2 TOf
WORT, IN ,.'_ Cl F L t ?` I •/' ` A, i 00 L ' A
-
r=..---
.. ? :.

ENT.
OR E'01JIVAL
.
SEED TO A +E.r_!.) MI
A X
j.,
C
_ J(ti

v:i
h
- Hi.Ll REMOVED) UVMREMOVED) IL A.NL' L{.? i
{. _ (_!I" ti
it ,.I j-i I lt- I ? ^L
_C l_IT 2 TI_!\`., (. ?•.f?_•. 'ITS

' i'•, ? ! R L L_ N1 ":i (_ !--. R-' :_; E _ ;_ _! t'
A ? i A L ;. 1 E r: i FOP MULCH ivETTIrvi 0=' I"`__ +.. "T-RIAIN THE B!=iTT0
it-;A EPW'"" Y`-- FOR ADDED FRCi'_ l f-iN
ANY /I.:- 1F; i I T I C iNA:_ GUEST i Of dS F'LE A.SE CAL-_ 9 1 9-794-5 j
SINCERELY,
_, JR.
NIU_> fi.^ SELL
DISTRICT CONSERVATIONIST
CC: MR. CLIFF BROWN
ROUTE 1, BOX 189
PLYI'+1CiiJTH, N.C. 27`.=1E;3
Division of Environmental Management - Groundwater Section
P. a. Box 29535 - Raleigh; N.C. 27626-0535 QUAD. NO. SERIAL NO. _
1 Phone [phone]. Lat. __- Long. ? Pc
Minor Basis
' ELL CONSTRUCTION RECORD
Basin Code
DRILLING CO RACTOR: Header Ent. GW-1 Ent
STATE WELL CONSTRUCTION
DRILLER REGISTRATION NUMBER: PERMIT NUMBER:
1. WELL LOCATION: (S ?w sketchy of the location below)
Nearest Town: County: -?
(Road, mmunity,orSubdivisionand tN . DEPTH DRILLING LOG
2. OWNER From To Formation Description
ADDRESS
(Stre tor Route No.
City or Town State C
3. DATE DRILLED USE 0 WELL?t
4. TOTAL DEPTH L;(: Jb'
5. CUTTINGS COLLECTED YES F-1 NO,
6. DOES WELL REPLACE EXISTING WELL? YES F_? NO?
7. STATIC WATER LEVEL Below Top of Casing: 25?-n FT.
(Use "+" if Above Top of Casing)
8. TOP OF CASING IS FT. Above Land Surface*
' Casing Terminated aVor below land surface is illegal unless a variance is issued
In accordance with 15A NCAC 2C .0118 <
9. YIE gpm): 6 0 METHOD OF TEST Q.yt10. WA ZONES (depth):
11. CHLCOINATION: Type /T-# Amount If additional space is needed use back of form
12. CASING:
Wall Thickness LOCATION SKETCH
Depth Diameter or Weight/Ft. M terial (Show direction and distance from at least two V e
From To Ft. - - -&-?Za- U Roads, or other map reference points)
From To Ft.
From To Ft.
13. GROUT:
Depth Matena Method
From _Q- To 9- Ft.l '
From To Ft.
14. SCREEN:
Depth _ Diameter Slot Size Material
From 92 To Ft - in. in. ?UL-- YL?V
From To Ft. in. in. W
mss` r
From To Ft. in. in.
15. SAND/GRAVEL PACK:
Depth Size aterial 44- From To _ Ft.
From Tc _ Ft.
16. REMARKS:
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C, WELL
CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
GW-1 REV. 5/91
Submit original to Division of Environmental Management and copy to well owner.

BERTIE COUNTY HEALTH DEPARTMENT
P.O. BOX 530
WINDSOR,NORTH CAROLINA
FEBRUARY 7.8,1992.
BETTY V. TYNCH ENVIRONMENTAL HEALTH
HEALTI-fi DIRECTOR 919-794-5303
TO WHOM IT MAY CONCERN:
I HAVE CHECKED 30 LOTS FOR JOB B. DAVENPORT III ON ALBEMARLE
SOUND,KNOWN AS BACHELOR'S BAY, AND ALL HAVE PASSED FOR SEPTIC
TANK SYSTEMS.
SINCERELY,
Uj.,
KEITH W. LEE
ENVIRONMENTAL HEALTH SPECIALIST
BERTIE COUNTY
KWL/jCs
Attachment 14
fi
i
DIVISION OF COASTAL MANAGEMENT v,'asH rv TON OFFICE
FIELD INVESTIGATION REPORT ?,,;?; i 51992
--e. E -
1. APPLICANT'S NAME Joe- B. Davenport (Batchelor Bay Subdivisionp ) Mq
2. LOCATION OF PROJECT SITE Bertie County, off of NC 45, Batch elor•Bay off of
Albemarle Sound, Merry Hill Comnmity•.
12-1-89, 108-15) B-10-14 12-18-84. 103-916, S9-153
PHOTO INDX 19 8 9 : C10-14, D10-12+ 1984: T9-15, U?-15
STATE PLANE COORDINATES: X: 26,974,000 Y: 813,000
west over U.L.
3. INVESTIGATION TYPE: DREDGE & FILL X CAMA X
4. INVESTIGATIVE PROCEDURE:
(A) DATES OF SITE VISIT 4-28-92
(B) WAS APPLICANT PRESENT Yes
5. PROCESSING PROCEDURE: APPLICATION RECEIVED 8 May 1992
OFFICE Mzzack? Washington
6. SITE DESCRIPTION:
(A) LOCAL LAND USE PLAN Bertie County
LAND CLASSIFICATION FROM LUP Conservation
DEVELOPMENT CONSTRAINTS IDENTIFIED IN LUP Review is being conducted by
DCM planning staff to determine consistency.
^B)
AEC(S) INVOLVED:
OCEAN HAZARD ESTUARINE SHORELINE X
COASTAL WETLANDS PUBLIC TRUST WATERS_
ESTUARINE WATERS X OTHER
(C) WATER DEPENDENT:' YES X NO X
Boatramp Subdivision
(D)
INTENDED USE: PUBLIC PRIVATE X COMMERCIAL
(E) TYPE OF WASTE WATER TREATMENT: EXISTING None
PLANNED Septic Tank
(F) TYPE OF STRUCTURES : EXISTING None
PLANNED Boatramp, pier with groins, single family residences.
(G) ESTIMATED ANNUAL RATE OF EROSION ±2' SOURCE DCM staff observation
7. HABITAT DESCRIPTION:
AREA
(A) VEGETATED WETLANDS DREDGED FILLED OTHER
None N/A N/A
(B) NON-VEGETATED WETLANDS:
(C) OTHER : Openwater
Highground
(D) TOTAL AREA DISTURBED:
±400 sq. ft. (boatramp)
6.8 acres in init:
development
±400 sg, ft. 6.8 AcrP_R'
8. PROJECT SUMMARY: The applicant is pro op_sing to develop a 22.0 acre, 30 lot,
subdivision adjacent to Batchelor Bay in Bertie County.
tviromental setting
The applicant owns a 217.5 acre tract of land in the Merry Hill community, east
of NC 45 and adjacent to the Albemarle Sound in Bertie County. The majority of
the property is being used for agricultural practices, mainly row crops. A
portion of the property consists of a large wetland system (Morgan Swamp) which
enters the property near the eastern property line. The wetland system is
vegetated with cypress, various species of gums and other wetland adapted trees.
Upland wooded areas vegetated by various species of oaks and other hardwood trees
were present on much of the property between the agricultural fields and wooded
swamp. The majority of these areas have been timbered within the past year in
preparation of the subdivision development. The applicants property extends
approximately 1,800' along Bachelor Bay. The shoreline at the normal water line
(NWL) varies from ±8.0' to ±20.0' in elevation. Most of the area is covered by
natural vegetation which has somewhat retarded erosion. Most of the area at the
top of the bluffs from the edge extending landward at some locations up to ±100'
was vegetated by hardwood forest. This area has also been timbered in
preparation of the subdivision development.
Project proposal
The applicant is proposing the following:
1) The development of a 22 acre subdivision on the property. The entire.
development other than the access road from NC 45 will be located within
an area ±600' landward of the NWL along the ±1800' of shoreline of
Bachelor Bay. Thirty (30) lots will be developed for single family
residences. No multifamily units will be developed. Each residence will
be served by a septic tank sewage disposal system, however a community
potable water system is to be installed for the entire development.
Details on that system are presently being finalized.
2) A portion of the lot preparation for the development will consist of
extensive removal of the high bluffs at the NWL. Lot No.'s 4, 5, 6, 7, 8,
9 and portions of 10 and 11 will require the removal of the bank from 40'
to 60' northwardly to achieve a desired 5:1 slope. Also it will be
necessary to remove some of the bank on Lots 12 thru 15 but with much less
severity as the previously mentioned lots. Lots 1 thru 3 will require
slight stumping and grading. The applicant hopes to achieve a 5:1 slope
along the entire shoreline when the grading is completed. No bulkheads
are proposed at this time. Erosion will be controlled by silt fences,
mulching and seeding. All of this shoreline sloping is shown on attached
plots.
3) A portion of the property adjacent to Morgan Swamp has been established by
the applicant as a community lot, on which will be located a concrete
boatramp which will have a width of 16.0' and a total length of 42.0' of
which 25.0' will extend beyond the NWL. A 4.0' wide by 29'.6" pier will
be located on each side of the ramp. 25.0' of the pier will extend beyond
the NWL. A groin the same length of the piers will be attached to the
piers in an attempt to keep sand off of the ramp. A gravel access road
will provide access to the ramp. Also a ±230.0' long by ±60.0' wide
gravel turn area will also be provided. Silt fences will be placed
between the disturbed areas and Morgan Swamp.

nvironmental impacts
?r
Environmental impacts will be as follows:
1) Upland wildlife habitat has either already been modified or will be
further modified as the subdivision is developed.
2) No wetland vegetation will be excavated or filled. No development is
proposed within the Morgan Swamp system.
3) Severe erosion potential is present during the sloping of the bluffs if
proper sedimentation and erosion control measures are not adheared to.
This erosion could result in fill being deposited beyond the NWL of
Bachelor Bay.
4) Approximately 4.8 cubic yards of fill (concrete) will be placed beyond the
NWL of Bachelor Bay as a result of boatramp construction. Also ±460 cubic
yards of material will be excavated near or beyond the NWL as a result of
sloping the area for the boatramp placement.
5) Two small areas of wetlands have been authorized to be filled under COE
Nationwide Permits No. 14 and 26 in the area of the access road which
extends from NC 45 to the development.
David Gossett - Washington Office - May 8, 1992

Please ,type or print. Carefully describe all anticipated
development activities, including construction, excava-
tion, filling, Pa? vm*g, land clearing, and stormwater con-
trol. If the requested information is not relevant to your
project, write N/A (not applicable). Items 14 and 8-9
must be completed for all projects.
1 APPLICANT
a. Name Joseph 3. Davenport
Address 702 +inwood Drive
City Windsor State NC 27983
Zip 27983 Dayphone9l9-794-2947
X Landowner or Authorized agent
b. Project name (if any) Batchelor BL .y
c. If the applicant is not the landowner, also give the
owner's name and address.
2 LOCATION OF PROPOSED
PROJECT
If you plan to build a marina, also complete and
attach Form DCM-MP-2.
b. Is the proposed activity maintenance of-an
existing project, new work, or both?
new project,
c. Will the project be for community, private, or
commercial use?
Community
d. Describe the planned use of the project.
Single family subdivision; water
access.
4 LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 217.5 acres-22 acres
in su ivisi.on.
b. Size of individual lot(s) approx. i ac.
c. Elevation of tract above mean sea level or
Natiejrlal qt detipclVer cal Datum
0 us
d. Soil type(s) and texture(s) of tract
Lenoir & Craven
a. Street address or secondary road number
On Batchelor 3ey area. of Albemarlee.
OFF "OF oun .
b. 976town co unit , Q landmai
res't ?ommu. 1 y is .erry Hill. f
in Bertie County.
c. County 9-
d. Is proposed work within city limits or planning
jurisdiction? Yes (Bertie Co. )
e. Narjof body of water nearest project
r`.1ber,sr e bound
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): 30 Lot Subd. - Boat landing
Vegetation on tract Subdivision area is
agriculture.
Man-made features now on tract None
What is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
Conservation _ Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
None
i. How are adjacent waters classified?.
SC
Has a professional archaeological survey been
carried o t f ?,r th tract? Yes If so, by whom?
Mar ?c g4etehis - irc fives and
111 ory e eig - Tel:pbonR
nnnversati nn syyniner 1 91
12/89

s
f. Dimensions pf spoil disposal .area c. Shoreline erosion during preceding 12 months, in

. ? °°' &rrp-x 2 acres. feet 1 foot ??.

v g. c
Location of spoil disposal area to be s ,pr e a d
d. Type of bulkhead material None
in agriculturepl lands. Also in ditch
across Lots 4 & 5.- On Lots 10 & 11?•. Amount of fill, in cubic yards, to be placed below
None
h. Do you claim title to the disposal area? Yps mean high water
If not, attach a letter granting permission from the
owner. f. Type of fill material None
i. Will a disposal area be available for future
maintenance? will not be required.
If so, where? 8 ADDITIONAL INFORMATION
j. Does the disposal area include any marshland, In addition to the completed application form, the follow-
swamps, or water areas?
T
ing items must be submitted:
o
IT
k. Will the fill materi be pplaced below mean hi h
f
n
l
W A copy of the deed (with state application only) or other
oa t ramp-c oncr e
s
c
e
water? ' )res , 01 . instrument under which the applicant claims title to the

1. y
Amount of fill in cubic yards
• ....
.
? affected property. If the applicant is not claiming to be
?t
:_,
,;?. the owner of said property, then forward °copy of the
m. Type of fill material = c dn?r i`; t deed or other instrument under which the owner claims
title, plus written permission from the owner to carry out
n. Source of fill material .concrete the project.
o. Will fill mate?lAbe placed
on marsh or other
A
k
l
i
l
wetlands? //
No n accurate wor
p
at (inc
ud
ng plan view and cross
sectional drawings) drawn to scale in black ink on an 8
p. Dimensions of the gA and to be filled 1/2 x 11 white paper. (Refer to Coastal Resources
Commission Rule 7J.0203 for a detailed description.)
q. How will excavated or fill material be kept on site
and erosion controlled? Please note that original drawings are preferred and
Silt screens will be v 1 a e ElQrl a only high quality copies will be accepted. Blue-line
shore line C f e e mot) a., kr J n
I4V prints or other larger plats are acceptable only if 18 high
? quality copies are provided by applicant. (Contact the
U.S. Army Corps of Engineers regarding that agency's
r. What type of construction equipment will be used use of larger drawings.) A site or location map is a part
(for example dragiiine, backhoeY yrhydraulic
$ae oe
Bu dozer and of plat requirements and it must be sufficiently detailed
,
dredge)?
-ru c s . to guide agency personnel unfamiliar with the area to the
site. Include county road (SR) numbers, landmarks, and
s. Will wetlands be crossed in transporting equipment the like.
to project site? No If yes, explain steps that will
be taken to lessen environmental impacts. A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit comments
7 SHORELINE STABILIZATION on the proposed project to the Division of Coastal
Management and should be advised by the applicant of
a. Length of bulkhead or riprap T` one that opportunity.
b. Average distance waterward mean high water or
normal water level _ % 1% .
s
12/89
%*I -V
5 UPLAND DEVELOPMENT
R
Complete this section if the project includes any land
developmem
a. Type and number of buildings, facilities or
stricturespro sed 30 single Family
residence units
b. Number of lots or parcels 30
c. Density (Give the n Fiber of residential units and the
unitspera?.m 3 residential units
unl s sc.
d. Size of area to be graded or disturbed
5 to 6 G.cres - includes road.
construction on site.
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
control plan been submitted to the Division of Land
Resources? " . Y e s
f. Give the percentage of the tract within 75 feet of
mean high water to be covered by impermeable
surfaces, such as pavement, buildings, rooftops.
None
g. List the materials, such as marl, paver stone, asphalt,
or con(V&A%be used for paved surfaces.
- Access road and Boat
P.=:p p a ski ng.
h. If applicable, has a stormwater management plan
been submitted to thf Division of Environmental
Management?
i. Describe proposed sewage disposal and/or waste
water treatment facilities.
Septic System
J. Have these facilities received state or local approval?
See atte.ched site insr)ection.
k. Describe existing treatment facilities.
Tone
1. Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down"). None
?9?'6 I or?
2. G.,ri.h - CZ)
well
m. W?tersupply source nn A ('ntn?n»n i f vj !a crvi ng
all L is.
n. If the project is oceanfront development, describe
the steps that will be taken to maintain established
publi beach accessways or provide new access.
1y 7P
o. If the project is on the oceanfront, what will be the
elevation above mean sea level of the first habitable
floor? N/A
6 EXCAVATION AND FILL
INFORMATION
a. Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are
covered in Section 7).
Access channel
(MLW) or (NWL)
Boat basin
Other (break-
water, pier, 1;e&W j
boas--------
rock jetty)
Fill placed in
wetland or below
MHW
Upland fill
areas
Length Width Depth

bs tom C?e?c
?v w?-
??? 0.60

{.{. '
}:2ti+in
f?
:•i}Qk•
b. Amount of material to be excayated from below
water level in cubic yards _ !A
c. Type of material
d. Does the area to be excavated include marshland,
swamps, or other wetlands?
no
e. High round excavation, in cubic yards
!4, consist _6f reMoving_ ba.Ak aloAg sound
s ore. approx. 120000 cu. y s.
0 . 5 a e-+ I.&,V?- T, 6 0 C. % 7- 4. . 12/89

` f. Dimensions of svg l disposal .area .
rrox. 2 acres. •'"
• 17 n.?. r T
C:
j. Does the disposal area include any marshland,
swamps, or water areas?
No
g. Location of soil disposal area to b e s ar e a d d. Type of bulkhead material None
in a ricultureal lands. Also in ditch
across Lots 4 & on Lots 10 & 1 g. Amount of fill, in cubic yards, to be placed below
h. Do you claim title to the disposal area? vP ,q mean high water T3on e
If not, attach a letter granting permission from the
owner. L Type of fill material None
i. Will a disposal area be available not b or future
maintenance? will required.
If so, where?
k.
1.
in.
n.
c. Shoreline erosion Burin; preceding 12 months, in
feet 1 foot ?? .
8 ADDITIONAL INFORMATION
In addition to the completed application form, the follow-
ing items must be submitted:
Will the fill materibe placed below mean hi h A copy of the deed (with state application only) or other
water? -)es , oat ramp-c oner eWen s l"ctib . instrument under which the applicant claims title to the
Amount of fill in cubic yards y? affected property. If the applicant is not claiming to be
the owner of said property, then forward a copy of the
Type of fill material c onFr i5t deed or other instrument under which the-owner claims
title, plus written permission from the owner to cant' out
Source of fill material r_/,Concrete the project.
o. Will fill mat be placed on marsh or other
wetlands? . - No
p. Dimensions of the g and to be filled
NIA
q. How will excavated or fill material be kept on site
and erosion controlled?
Silt screens will be X1,1. e
shore line Cfee •?0c.,6-J_ n IM.-rs
r. What type of construction equipment will be used
(for example drasline, backho 4r hydraulic
dredge)? $a c de , Bu dozer 2 n r.
trucks .
s. Will wetlands be crossed in transporting equipment
to project site? No If yes, explain steps that will
be taken to lessen environmental impacts.
7 SHORELINE STABILIZATION
a. Length of bulkhead or riprap
17, one
b. Average distance waterward 9f mean high water or
normal water level J'
An accurate work plat (including plan view and cross
sectional drawings) drawn to scale in black ink on an 8
1/2 x 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 18 high
quality copies are provided by applicant. (Contact the
U.S. Army Corps of Engineers regarding that agency's
use of larger drawings.) A site or location map is a part
of plat requirements and it must be sufficiently detailed
to guide agency personnel unfamiliar with the area to the
site. Include 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.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management and should be advised by the applicant of
that opportunity.
12/89

Name James A. McGee
Address 208 Pr i n o P Road
Greenville N.C. 27858
Name John W. Bond
Address ox
urtental
Name
Address
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
pcrmittee, and issuing dates.
u0
A check for $ W made payable to the Department of
Environment, Health & Natural Resources to cover the
costs of processing the application.
A signed AEC hazard notice for projects in oceanfront
and inlet areas.
A statement on the use of public funds. If the project
involves the expenditure of public funds, attach a state-
ment documenting compliance with the North Carolina
Environmental Policy Act (N.C.G.S. 113A-1 to 10).
9 CERTIFICATION AND PERMISSION
TO ENTER ON LAND
Any permit issued in response to this application will
allow only the development described in ttae 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 ap-
proved Coastal Management Program and will be con-
ducted in a manner consistent with such program.
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 application and follow-up monitoring of
project.
This is the ? day of , 1
X
owner or Authorize agent
1-1
4 12/89

:? 514
l u
^ \J ° .? 20 \ ) ?y?
00 1?0
2
r, ? N s
3983 20 0 ° ?-
•
I Ij Z0 rj _•?+1 201,
X22 a
• a 1. ? ?r
-30
`te`a
Foul
3982
4 ?.
O W !.^ x33 20' ?_? l- ` .\ O
71-
x22 ?•?. r.•• Y
CIGC is5 h i-?? ( a
3981
I IS.
5713011
_
.45 _ ° ?l 11
Foul''Area :`.
°s
M°° R 20 R Y H I'
16
Foul Area
mm-
In- tic
i
30
3919 3
y- Terrapin Point - •`
pier + -
-?-#Z Ruins - ?? .,,yam ..?.
5 -6;7
'C' of e-
46.
?? ` ?/ = . - _ f' ::.• G chment ........... A)
W -„? ?', •,,,, „t .fig ... - _ _ _ •,W.,. .?-.
?"?
e - - _-
W foul
? . ? ? Creek fi 1,,:? - _ .? _.?•-_ _-

.'' • 213
?` QPCQ?
>t
s2 - RAr.
nail p
k5 ..
/v
N. C. G. S. S.'o.'1017 'See"
/V - 8/3283.5/
E -,?66.60.50. 64
se
.(0
?I T
606.
r
y
N. C. a• S. Slot/on llraugh 11
N- 8/4083.37
4--266 3/7.W
N74 ° 11'39 "E - 3/2.08'
S3
NB/ °53'49 "E - 2/4.03'
S4
S 67 °58'26 "E - 344.73'
55
S62°/5'44"E- 640.38'
E/nmc N. Coo oer & Others
Cooper Heirs I -a,701
"O/d by/asto'? Form"
R. O. Py - 60'
S77°46'44"E- 4/6.80'
S7
S85°26'04"E - /67.76'
se
S 76°03 34 "E - /35.04
S9
N77 055'16 "E - 426. 16'
L,k?l 617-
N-
NOTE: -From sta. / /S/ - S/OJ to S/o. /O /S along
the f of the exiS1A?.q woods rood; from
S/0 to S/8 /S along the South edge of
th e ele/d _
-Distance through COOPerl ands - -3,.5-62.7:_ .:t
8017040.70'$ - 2, /47.8(9ft.
-At S21A a 46"x36'corrugoled cooled
steel p/pe- arch Will be pos/t/oned in
-the branch.
-At oo/nt O o 12 in. p/,oe drop w/// be
prescr/bed to retain e17tr0`pe0' woler
M the wet/and.
existing food
NORTH CAROLINA, /A/06Gl1YfO?OH COUYTY
_S/O Pe S/8 S//) I YOtA Y P
F n?/1e 3 ,BLIC OF THE COUNTY A.9 STATE AFORESAID, CERTIFY THAT
S? °37 39 "E - 83.86' v , ro W-PA REGISTERED LAND SUMIEYOR. PERSONALLY APPEARED BEFORE ME
THIS DAY AND ACKNOWLEDGED THE EtECUTION AF THE FOREGOING INSTRUMENT WITNESS MY
S55°6' 9 ' E - 86. 42' HAND AND OFFICAL SEAL. THIS2ZDAY OF at ?? I ?y?
N76°//'3 " E -239. 65'
N87°27%3"E - 80. /5'
S87°24?o"E-99.63' SA3•d? ,'`? ?5 '? HOTARYPUBLIC
N80 °0/'22 "E - /24.6/' b rB MY COMMISION EXPIRES:
/V69 42 P2'e -254.55' S/4',11
N55°G3'le"E- e3.26' s,a?`, L?5 O{`Oc SANDRA C. BROWN
,• NOTARY PUBLIC
p 00 WASHINGTON COUNTY, N. C
64 9 My Commission. Expire
•,??? GOPACCESS RIGHT Ovc AYACROSS 00
0 0 I -ANDS OF E71WIVA N. COOPER $
'R.-IASKE-W HE-IRS t7/7&
W BOND a EMMA N. COOPER &
N78 °09 26"E-249.`S? / BOND a COOPER/A SKEW HE/RS
S33°59 34 "E 50. /o'rrom ?? 520 AS GRANTED TO
S20 /o Gain Corner , COrnO/
gum ?' ?0SERH S. a ?lJNE `l! OA IiENPORT
Se5°2706"E-2es.e2' and ASS/GINS anal ?AMES A. a
' I ?0A/V H, M COEE a ASSIGNS.
kj sal
54.V0 0'PS"C- /eS.aO' The R/D/?Y Supports o
4%S2/,a SIXTY Ft. (60) Width for //'s
' Total Length,
3°7'C"4r /45.7'
Q y ??
i?.O. N! 60 i sea° 2746E - 0/4.06
O MERRr H/LL i v??: -BERT/E CQ NC
?ohn Lt! Bond ,'
B - V {/ P; 747 j Sc a/e 500 f1.
0174 ;,?
• i _'--s- O' 500 /000
C//0017 L. Brown cert/fy .'hot /h/S mop
was drown by me from on actual fie/d
survey oa April 22, /?tiRI!f!
?? N88°06'34"E- 508.78' _
iron pips i?
0 0•
0 •f ? •
' i S79 °43'06 "E - 207. 32' " -1270
? Ooven art 1 : ? ' %i •
8683 - P6 '

t

t
Showing general installation of silt screen.
36" silt screen
spoi 1
1 foot-buried
soil base
APR 0 9 1992

ot o
JjeE:'-!. Pitch
Rock Filter
Rock Basin
Existing Ditch ____
22'
Dminway at Sta. S -- Use misting structure, add Rock Basin
and Rock Filter.
APR 0 9 199?

ti

T
18
Rocked catch Basin
v Rip Rap Weir
,Swale lead off
(
;tpl;':r ,,lO?;n
Y
r_ttachment No. 3
bottom grac4c?-
b2:1 slope
shoulder
28
Z-
silt rein

?<ot to :)c?'le
Pip a Install at ion belvo-en S 12 & S 13
APR 09 1992
I
4

r
Tot" to scale

;.• "•.?-}• .?ti• Center Line

40'
I
30• 20'
:i 15.
?
F18

„ ':-•. Sri
' )
3-1
X3:1-'%';;,:?;,.,. :i. ?•;.. -7,7.
--
::"?. ?,
.
,
:? ... - I ?
:-/
??'
; %
. ,,
.
.
.
.
,

Cross Section of New Grader Road Construction
Beginning at S10 through Station 25
-with exception of area at S21A and pt. Q.
(Refer to attachments No. 4 & 5.
Running surfaced rocked 18 ft. wide
and 4 inches deep where sections of
clay may creete rutting during wet
periods-to be determined by Landowner
after road bed has been developed.
APO I a ?
kttacement No. 4

11 ? V. I I q 1I--

Sketch showing installation of 48" arch culvert to be installed
at Station 21 A --Road bed to maintain 28' width at station.
Silt Fence down stream
.....:.......:.
S21
Class B
grader ditch
S22
2:1 slope
Oock Check Dam
Class 8 Riprap
Culvert Design for 10 year /24 hour storm
using Rational Method = 6 in.;area =180 ac.
= 45.4 c.f.s. for .5 ft. of head.
48' Arch Culvert (coated Steel)
58' span
36' rise 28' ,
A/h. 157
PROFILE APR 0 9 1992

1', ttEchment No. 5
40' downstream -:j

is
Point "Q is located between Sta. 22 and Stra. 23 at a point where the
old existing road bed had created a small Barr, holding water in a gurr, wet-
land -- To entrap this water and to maintain it's present level a 12"
pipe - drop -will be installed benath the new road fill with it's intake
end positioned at the high water mark.
High water mark to control
elevation of intake on pipe-drop.
natural slo e
?
is*
?,re#larA silt fence this end elevated 4"
+•1!l ?•-•-•- • • a • • • 1!1!l! •i
r ' ' •: . •.,;. • above level.
.. -• ....;:. ' rr ,,?%t.. .; rr.••.. ":?•/ t '' =lit fence
~rr?ter ;;''?•.:%. 24" ". r:!: ` frrr t <-
.ti.
=•!?.?• 12" cvulvert _ p ? p
%X X
t.,:: ri%r -
, /:, • ,r •• f_1'i- r.`:`r,' ' :•`i?: %i : ' r':;/t/ri ?rri / ' 71
welded 90aelbo ::r
Drainage Structure at Point "0".
Attachment 6
APR 0 9 1992
`t Av,\ lggz-

?r

Cross Section of a Section along shore lfne.
Hight of soil bank along Sound shore will very
from 8 ft. to approximately 20 ft. above mean
water level.
Designed slope - 5 1.
0
77?
silt screen
o''•:e'l.iniiiie?e:-e*por9E
o
Attachment 9
point of cut
T41above mean waterline.
-, .. . mean water-
14

APR 0 9 1992

i

SO
Shore Line Excavation
Not all sections along the shore line will
require extensive removel of steep banks. Lots
1, 2 and 3 will primarily require stumping and
grading only. Lots 4, 51 6, 7, 8, 9, and parts
of 10 and 11 will require removel of the steep
bank from 40 to 60 feet northwardly to acheive
a 5 to 1 slope. It will probably be necessary
to remove some of the bunk along lots 12 through
15 but with much less severity as lots 4 through
12. This section can primarily be stumped and
graded. to acheive the desired slope.
Upon the completion,of each section or
lot the graded area will be fertilized and seed-
ed according to the attached prescription by the
S.C.S. office.
The silt fence will be established and
maintained along and just above the high water
mark for the entire length of the disturbance.
(Attachment 9A)
g
Profile of Culvert and Drain Swales
Location -Culvert "88" -Swale 6-1 to B-2.
( Not to Scale)
J
Profile View
ele 11.2' elev. 11.0'
dissipartor
excelsior mat
18" cul
Mean Sound level
sediment pond elev. 0.0'
elev. 4.0'
. F.-
ro?
elev. 3. o' '•'

Class B Riprap Cross Section View
18 culvert check dam
flow flow
h ti ti,.tir? ; .:.:..:.:.:.... ti.
ami.
bottom of down stream swale
check dam dissipator
fabric liner Note Attachment 9E for detail spects for dissipat or
Note : All road sholders and grader ditches
Overhead View to be seeded to S.C.S. Standards.
Class "B" riprap check dams
18" culvert ( Temporary until grass is mature)
494C , Grader ditch
excelsior mat
grader ditches
3:1 slope
18' 30' 40'
APR 0 9 V2
Attachment 9-B
--------------
:.......................................... ...
6k to ?,.\ lqq L
4L
Profile of Culvert and Drain Swal es
Location - Culvert "AA" Swale A-! to A-2
( Not to Scale)
?t)
Prof
ele 12.0' . elev. 11.81
dissipastor
18 cult'. ?%• ?' 'N' .?.•. .
Mean Sound level
sediment pond ev. 0.0'
77 elev. 6.0\-el
elev. 5.0'
Class B Riprap Cross Section View
18" culvert check dam
flow flow
"?`=C::: • bottom of down stream swale
check dam dissipator
fabric liner ?-;tr Note Attachment 9E for detail spects for dissipat or
Note : All road sholders and grader ditches
Overhead View to be seeded to S.C.S. Standards.
Class "B" riprap check dams
18" culvert ( Temporary until grass is mature)
_ 4?r - Grader ditch
grader ditches
3:1 slope
18' 30' 40'
- I
flow
excelsior mat
le View
excelsior mat
APR 9 91992
Attachment-9C \ Or f .\ kqq L
R

I
Cross Section Of Swale
Points -- A-1 to A-2

sr 7.5' ,r: Mvrr?r ,
Ma=
?Or' 110
- Swale to follow existing contours from Sta. - A-1 to k-1-2
- WetTed Perimeter + 15.37f t.
- Length of Swale- 230'+
-Slope - .03
-• i = 1.7"1Hr.l2 07. storm
-C=.40
- A= above culvert - 5.2 e c. APR 0 9 19V'
below culvert - 4.5 ac.
- Q = 6.65
- V= 7.03 c.f.s. ? 1 L
littachnent - 9r (A-1 to A-2)
t

.r
Cross Section Of Swale
Points -- B-1 to B-2

7.5'
5 , .'-- ?
...tea ??,:? ? J•.• ? '_:... ?Y,?t-',if :+? ? ?.
- Swale to follow existing contours from Sta. - B-1 to B-2
- Wetted Perimeter + 15.37f t.
- Length of Swale- 300 1 +
- Slope - .027
- I = 1.7"/Hr./2 yr. storm
44
- A= above culvert - 4.2 ac.
bel ow' cul vert - 2.9 ac. APR 0 9 1992'
- Q = 4.83
- V= 6.47 c.f.s. 1-
rttachnent - 9.U to B-2)

Dissipator Detail
(Location at A-1 & B-1)
Dissipator to be lined with tare resistant fabric and then hand
place Class "B" size riprap a minimum of two stones deep,
stones should not be smaller than 6"x6"x 10" (14 lb.) to prevent
lifting by water through culvert.
Minimum size of di ssipator will be 6 ft. x
6 ft. and a minimum of 3 ft. deep measured
:IiII??iill?? from the invert of the culvert.
18" Culvert
I II:: 3 ft. mina
Flow
ti•ti•?fti
tap dissipator gall??'•?
:•. ?ti ti tif'r•
?tip •+ 3• '
•f •ti•
ti, , f•
Fabric underl ayMent
II
r ditch flow
I
Attachment 9E
`APR- 0 9 X92
:-
_ .': Flow :?stp=

Sediment Pond
Elevation of dam to be a minimum of one foot above mean ground
elevation at point of location
ave. waiter leval in
.. Elev -0.00
Begin a xoavation of pond 10 'north (above)
high water mark.
elev. darn 6.0'
16' elev.
i
class B riprap ?? ti No. 57 Size stone for filter.
water level
• ' No. 57 filtar stone to be :;;????•?
planed 12" thick.
I
PROFILE VIEW
- •( I 16, I
Sound• =?} No. 57 ston# for filter
_^------.... now
ti; - - - - e lea. 5.0
shore. ling
Class B riprap dam & filt*r
mean ave. water
level in sound - 0.00' TOP VIEW
( All elevations are referenced to 0.00')
Att& chment 9F (1--2)
APR 09j9p

..e
Sediment Pond
(B-2)
Elevation of dam to be a minimum of one foot above mean ground
elevation at point of location
Begin exoavation of pond 10 ' north (above)
high water mark.
elev. dam. 0' 16' elev. 3.01
ave. waiter level in
Elev. 0.00 I No. 57 size stone far filter.
?t class B riprap . ti ./ wator level
No. 57 filter stone to. be
planed 12" thick.

PROFILE VIEW
.A
= - : 16'
(
Sound No. 57 stone for filter
1
0

-

shore line •?3 Class B riprap dam & filter
mean ave. water
level in sound - 0.00' TOP VIEW
All elevations are referenced to 0.00')
.tte..chment 91? (-3-2)
elev. 3.0'
Sri ? ?c?.
R 0 9 1Q wg
_f

Cross,Section showing placement of Excelsior Matting in Swales
A-1 to A-2 and 8-1 to 8-2. Depth of swale 1.5 ft. with 5:1 slope.
Excelsior Matting - 48" wide - 16 ft. lengths.
6 " staples - spaced minu. of 14" apart.
7.5' 1.5'
- 6 in. overlap
J=a
1.1,1i' A
'lip
Ay-
-?=?- Excelsior Map
Staples
ta.,'... . j : - j S ,1 tit??•r•? t4" Overlap exc. mat a minimum of 6 in.
Place recommended Fertz. & Grass seed prescription prior
to mat installation.
-WEL" Flow
Toe of Riprap at dissipator.
- t: g
??/.?' i:?:s:t ` t S:: c ?:.':?: j:;.:'?/? `?/ /?i :.. ?•. ?.! St 'tom
Bury edge of mat next
to culvert 6".
Profile showing placement of mat downstream.
'APR 0 9 1992

rr w{.
BOAT RAMP DETAIL
SHORE LINE --4w
LAND 4.0' T
17' 0
16' :.
:42 0
I
:Concrete Ramp
P'
3J4x4`x8' sand shield::
4' loading peir
121 0
?:re line
OVER HEAD VIEW OF BOAT RAMP
Sound
e post 4' apart
NOTE: Do not excVavate bottom
position concrete slab on exist-
ing bottom after the two stump:
have been removed.
i 24'
deck
4.0-
down Nwl?
waterline :16' 4,; mean water line
,?-
.:: • : elev. 0.00'
post driven into :concrete slab
ground
W sand sheild (1--o n
MATER SIDE VIEW OF BOAT LANDING
Profile View (y? ")
slope =. 10 sand sheild 3!4"x4'x8'
down treated pl ywood
18 1,4 29' B,.
t
canc. slab
water line
elev. 0.00'
u BI
APR 0 9 1O4? - 1% It e ri I, bottom
?`
?4
-?' `
t
K
View of Access & Turn Around Area
For Boat Ramp
Not-to Scale
Cor. pipe 5-A
elev. l .3
w' .
N574'926E
.I ??:?;,; ':??.. I 14626'
w A
Metal Pipe
End silt fence ^ ^ ^
^"`"• A A ,,AA• , /rte:' " ?1 /???
ass 8 riprap ,_'•,•' :;: _: _'.°' ; ; i=_• 'wA I A N 40 W 57'
temp. check dam 20• r
A ..RR..
^ Wetland
• 60:: Boundary
A
? •w
S50E °R .
Grass N 18 30 W
230'}-) Grass ;. 40•
Swale •.wAw; .I. ? . ,,:I.: ?:I
A I urn. .Area
w w" ` ••"A •' •?I?r
Lot 15 •A A'A (No. 57 Stone):; j :%
^ Flow N1 30W 40*.*':- ;
A :.j•: 7j :.: . w w w
Class 8 riprap A A
AAA J
S 64 W 54'
temp. check dam
%
"I w w w
A
w Swale Silt Fence
A\ A w
• A/? ,"w"w w w
•\ A' A I'
Riprap 16' A A w
silt fence check dam "KK"•" A A ?? share lin -
'f 17' AAA -
w -afn ', Pier
- - •?-??' Albemarle Sound
- - - f' ' 0.00' elev. mean water level
APR 0 9 1992 Ok
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P??q United States
q Department of
Agriculture
Soil
Conservation
Service
Mr. Joe B. Davenport
702 Winwood Drive
Windsor, North Carolina 27983
Dear Mr. Davenport:
Post Office Box 566
Windsor, N.C. 27983
November 6, 1991
The permanent vegetation for November establishment
is KY-31 Fescue. Listed below are recommendations
on seeding specifications per acre critical area
seedings.
4,000 lbs/ac. lime
1,000 lbs/ac. 10-10-10 fertilizer
100 lbs/ac. Ky-31 Fescue (Tall)
4,000 lbs/ac. Mulch Peanut hay for slopes
1 bushel Wheat (temporary)
I doubled KY-31 Fescue because of sloping topography.
All other recommendations are from SCS technical guide
IV, Practice 342, Chapter II, page 11.
If you have any questions please feel free to call
919-794-5305.
Sincerely,
Q)Xoi Z"S
Brent Daniels
Technician
r
Attachment 10
A The Soil Conservation Service
is an agency of the
Department of Agriculture
•f
UNITED STATES SOIL P. 0. BOX 566
DEPARTMENT OF CONSERVATION WINDSOR, N.C. 27983
AGRICULTURE SERVICE APRIL 21, 1992
------------------------------------------------------------
MR. JOSEPH B. DAVENPORT, III
702 WINWOOD DRIVE
WINDSOR, NORTH CAROLINA 27983
DEAR MR. DAVENPORT:
THE SEEDING RATES THAT WE PREPARED FOR YOU EARLIER DUR I iVG THE YE. R
WERE BASICALLY FOR FALL SEEDINGS. I HAVE DISCUSSED THESE RATES WITH
MR. CLIFF BROWN THIS MORNING AND I RECOM1,1ENDED THE F OLLOWl I NG TO H I M
FOR THE AC=CESS ROAD, SHOULDERS. THE GRADED DITCHES AND THE G!='A.SSF-f)
WATERWAYS <SWALES) CONSTRUCTED AT YOUR BATCHELOR'S BAY SUBDIVISION,
`' FOLLOWING CONSTRUC=TION:
1. DISK OR OTHERWISE PREPARE THE SEEDBED TO TAKE THE LIME
FERTILIZER AND :=SEED.
2. WORK IN 2 TONS OF LIME AND 1000 LBS./AC. OF 10-10--.10 FERTILIZE=R
OR EQUIVALENT.
3. SEED TO A SEED MIXTURE OF 3-10 LBS./A.C OF COMMON BERMUDA iHULLED
-(HULL REMOVED) } AND '_'30 LE-C!/AC OF BAH I AGRASS .
4. MULCH WITH 2 TONS OF WHEA STRAW WITH 50-75'%` GRi_IUND i_.iJVCr' . TACK:
THE STRAW Tt) THE GPO 1ND (W/D I SK. Bi ADES SET STRA 1 HT , i S I Ni_7 A.
GRF., T N DRILL PUNNING ACROSS THE S, OPES OF M U L CH I " i. Ar`:L
AS A STAL , CUTTEr=') FUG? SECURITY .
5. i =5E MULCH NETTING O SIMILAR MATERIAL I N THE BOTTOM OF
THr_
WATERWAYS FOR ADDED EROSION CONTROL.
ANY ADDITIONA_ QUESTIONS PLEASE CALL 919-794-5305.
SINCERELY,
K.?J?
NIUS B. RUSSELL, JR.
DISTRICT CONSERVATIONIST
CC: MR. CLIFF BROWN
ROUTE 1, BOX 189
PLYMOUTH, N.C. '2796-_3

North Carolina - Department of tnvlronment, Healtn, ano Natural Hesources
Division of Environmental Management - Groundwater Section
P.O. Box 29535 - Raleigh, N.C. 27626-0535
Phone [phone]
FOR OFFICE USE ONLY
QUAD. NO. SERIAL NO..
Let Long. Pc
Minor Basin
WELL CONSTRUCTION RECORD Basin Code
DRILLING CONTRACTOR: Mg.- I Header Ent. GW-1 Ent
STATE WELL CONSTRUCTION
DRILLER REGISTRATION NUMBER: PERMIT NUMBER:
1. WELL LOCATION: (S w sketch of the location below)
Nearest Town: County:
or Subdivision and
2. OWNER g'Z 4"_l
ADDRESS ?-
(Str t or Route No.
City or own State &Vj Code
3. DATE DRILLED USE O WELL
4. TOTAL DEPTH Z;6
5. CUTTINGS COLLECTED YES ? NOCX
6. DOES WELL REPLACE EXISTING WELL? YES NO(]
7. STATIC WATER LEVEL Below Top of Casing: &Z) FT.
(Use "+" if Above Top of Casing)
TOP OF CASING IS FT. Above Land Surfaces
Casing Terminated at/or below land surface is Illegal unless a variance is issued
in accordance with 15A NCAC 2C .0118
9. YIELD (gpm):6_ METHOD OF TEST 44-t
10. WATER ZONES (depth):
11. CHLORINATION: Type & r-& Amount
12. CASING:
Wall Thickness
Depth Diameter or Weight/Ft. M terial
From -To Ft.- - -? ? U
From To Ft.
From To Ft.
13. GROUT:
Depth Materia Method
From _ Togo Ft.
From To Ft.
14. SCREEN:
DEPTH DRILLING LOG
From To Formation Description
If additional space is needed use back of fort
LOCATION SKETCH
(Show direction and distance from at least two
Roads, or other map reference points) ?\
%te
Depth /? ??- Size aterial ?J
From. Z) To ? Ft. 61C. d+ 1
From To Ft.
16. REMARKS:
Depth _ Diameter Slot Size Material
From -.39'0 To Ft K in. in.
From To Ft. in. in. L ?4p_ #ivt
From To Ft. in. in.
15. SAND/GRAVEL PACK:
4
,,t

I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C, WELL
CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
E4.a ? 5 _?- t /0 - ?
AS(AAT'URE OF CONT ACTOR OR AGENT DATE
GW-1 REV. 6/91 Submit original to Division of Environmental Management and copy to well owner.

BERTIE COUNTY HEALTH DEPARTMENT
P.O. BOX 530
WINDSOR,NORTH CAROLINA
FEBRUARY 18,1992
BETTY V. TYNCH ENVIRONMENTAL HEALTH
HEALTH DIRECTOR 919-794-5303
TO WHOM IT MAY CONCERN:
I HAVE CHECKED 30 LOTS FOR JOE B. DAVENPORT III ON ALBEMARLE
SOUND,KNOWN AS BACHELOR'S BAY, AND ALL HAVE PASSED FOR SEPTIC
TANK SYSTEMS.
SINCERELY,
KEITH W. LEE
ENVIRONMENTAL HEALTH SPECIALIST
BERTIE COUNTY
.
KWL/jcs Y'll
Attachment 14
i
16
i, .is
40
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO June 5, 1992
Regulatory Branch
Action ID. 199202168
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
Mr. Parker:
f,AJ_T
t''u
Nr,
ference the application of Mr. v t for a Department of
e Army permit to construct a boatramp facility with pier and jetty on
Albemarle Sound, Batchelor Bay, Merry Hill, _ P" unty, North Carolina.
h The Federal agencies have completed review of the proposal as presented by
the application and your field investigation report.
We recommend that the following conditions be included in the State
authorization:
a. No vegetated wetlands will be excavated or filled.
b. The fill material will be clean and free of any pollutants except in
trace quantities. Metal products, organic materials, or unsightly debris will
not-be used.
c. No attempt will be made by the permittee to prevent the full and free
use by the public of all navigable waters at or adjacent to the authorized
work. Use of the permitted activity must not interfere with the public's
right to free navigation on all navigable waters of the United States.
d. The .permittee will maintain the authorized work in good condition and
in conformance with the terms and conditions of this permit., The permittee is
not relieved of this requirement if he abandons the permitted activity without
having it transfered to a third party.
Questions or comments may be addressed to Ms. Laura Fogo, Washington Field
Office, Regulatory Branch, telephone [phone].
Sincerely,
'JUN 1 -7
G. Wayne Wright
Chief, Regulatory Branch
..%

V
Copies Furnished:
/Mr. John Dorney
Water Quality Section
Division of Environmental
Management
North Carolina Department of
Environment, Health, and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Ms. L. K. (Mike) Gantt
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Larry Hardy
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516
U.S. Environmental Protection
Agency - Region IV
Wetlands Regulatory Unit
345 Courtland Street, N.E.
Atlanta, Georgia 30365
Mr. Terry Moore
Washington Regional Office
North Carolina Division of
Coastal Management
Post Office Box 1507
Washington, North Carolina 27889
-2-

1*

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO May 20 , 1992
S: July 20, 1992
Regulatory Branch
Action ID. 199202168
Mr. John Dorney
Water Quality Section
Division of Environmental Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Dear Mr. Dorney :
t Y? ? ? Q v
?f
MAY 2,5p
I
r1LITY g
Enclosed is the application of Mr. Joseph B. Davenport for Department of
the Army authorization and a State Water Quality Certification to construct a
boatramp facility with pier and jetty on Albemarle Sound, Batchelor Bay, Merry
Hill, Bertie County, North Carolina. Your receipt of this letter verifies
your acceptance 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 may be 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.
In accordance with our administrative regulations, 60 days after receipt
of a request for certification is a reasonable time for State action.
Therefore, if you have not acted on the request by July 20, 1992, the District
Engineer will deem that waiver has occurred.
Questions or comments may be addressed to Ms. Laura Fogo, Washington Field
Office, Regulatory Branch, telephone [phone].
Sincerely,
V e Wri h
hie ,Regulatory Branch
Enclosure
AOL,
-2-
Copies Furnished (without enclosure):
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Natural' Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. Terry Moore
_ Washington Regional Office
North Carolina Division of
Coastal Management
Post Office Box 1507
Washington, North Carolina 27889
- t -r
F.
s?k
Pleasd" or print. Carefully describe all anticipated
'development activities, including construction, excava-
lion, paving, land clearing, and stormwater con-
trot If d information is not relevant to your
project, write N/A (not applicable). Items 1-4 and 8-9
must be completed for all projects.
1 APPLICANT
a. Name Joseph 3. Davenport
702 Winwood Drive
Address
City
Windsor State TATC 27983
Zip 27983 Dayphone9l 9-794-2947
x Landowner or Authorized agent
b. Project name (if any) atchelor Bey
I
A}
c. If the applicant is not the landowner, also give the
owner's name and address.
If you plan to build a marina, also complete and
attach Form DCM-MP-2.
b. Is the proposed activity maintenance of-an
existing project, new work, or both?
new project,
c. Will the project be for community, private, or
commercial use?
Community
d. Describe the planned use of the project.
Single family subdivision; water
&ccess I
4 LAND AND WATER
CHARACTERISTICS
a.
b.
2 LOCATION OF PROPOSED
PROJECT
Size of entire tract 217.5 acres-22 acres
In subdivision, .
Size of individual lot(s) approx. -J ac.
c. Elevation of tract above mean sea level or
Nati -
1-5 C?t deUPluscal Datum
d. Soil !yyppee(s) and texture(s) of tract
Zenoir & Craven
a. Street address or secondary road number
On Batchelor ±'3&v area. of klbem&rlee.
OFF leF IY.c.45 Sound .
b. towne8irrmnit , o?landmaf
res ommu. i y is .arty Hill. f.
in Bertie County.
C. County 9.
d. Is proposed work within city limits or planning
jurisdiction? Yes (Bertie 23o.)
e. N e-of body of water nearest project
l ribemar e .found
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
Vegetation on tract Subdivision area is
agriculture.
Man-made features now on tract Drone
What is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
Conservation _Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
None
i. How are adjacent waters classified?
SC
a. Describe all development activities you propose (for j.
example, building a home, motel, marina, bulkhead,
or pier): 30 hot Subd. - Boat landing
1289
Has a professional archaeological survey been
carried o t fQ r tt?e?tract? Yes so, by whodm?
l?ic3r Tea is - ?:rc lves an
is ory eig . TelPVli?r?p
?f`nllVarsat,i,nr? si?x?mp?^ 19?i1 ?
1
r'+
f. Dimensions of spoil disposal .area K
pFrox._ 2 acres.
c. Shoreline erosion during
feet 1 foot preceding 12 months, in
??.
G..
g. Locatt'2n of spoil disposal area to be s ar ea d d. Type of bulkhead material None
inW&iculturee.l lends. Also in ditch
aeros s. Lots & .• On hots 10 & 1 g•. Amount of fill, in cubic yards, to be placed below
h. Do you claim title to the disposal area? vs s, mean high water None
If not, attach a letter granting penmission from the
owner.
i. Will a disposal area be available for future
maintenance? will not be required.
If so, where?
j. Does the disposal area include any marshland,
swamps, or water areas?
No
f. Type of fill material None
8 ADDITIONAL INFORMATION
In addition to the completed application form, the follow-
ing items must be submitted:
k. Will the fill materibe placed below mean hi h A copy of the deed (with state application only) or other
`,?,ate? .yres , 0oa t ramp-coner e?e s l"')) -instrument under which the applicant claims title to the
L Amount of fill in cubic yards affected property. If the applicant is not claiming to be
t t -? the owner of said property, then forward a copy of the
m. Type of fill material c °nFr ?t deed or other instrument under which the-owner claims
title, plus written permission from the owner to carry out
n. Source of fill material '-/.concrete the project.
o. Will fill ma be placed on marsh or other
wetlands? A - No
p. Dimensions of thwot and to be filled
NIA
q. How will excavated or fill material be kept on site
and erosion controlled?
Silt screens will F,.
shore line Cfee •? cktAwA1 Ale%'VLY-
9
r. What type of construction equipment will be used
(for example dra lg t'ne, backhoe yyr ydraulic
dredge)? $a c d e, '3u d z er n d.
trucks.
s. Will wetlands be crossed in transporting equipment
to project site? ITO If yes, explain steps that will
be taken to lessen environmental impacts.
7 SHORELINE STABILIZATION
a. Length of bulkhead or riprap K on e
b. Average distance waterwalyf mean high water or
normal water level % J-'
An accurate work plat (including plan view and cross
sectional drawings) drawn to scale in black ink on an
8
1/2 x 11 white paper. (Refer to Coastal Resources
Commission Rule 710203 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 18 high
quality copies are provided by applicant. (Contact the
U.S. Army Corps of Engineers regarding that agency's
use of larger drawings.) A site or location map is a part
of plat requirements and it must be sufficiently detailed
to guide agency personnel unfamiliar with the area to the
site. Include 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.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management and should be advised by the applicant of
that opportunity.
12/89 3
• United States Soil Post Office Box 566
Department of Conservation Windsor, N.C. 27983
*Agriculture Service November 6, 1991
Mr. Joe B. Davenport
702 Winwood Drive
Windsor, North Carolina 27983
Dear Mr. Davenport:
i
The permanent vegetationfor November establishment
is KY-31 Fescue. Listed below are recommendations
on seeding specifications per acre critical area
seedings.
4,000 lbs/ac. lime
1,000 lbs/ac. 10-10-10 fertilizer
100 lbs/ac. Ky-31 Fescue (Tall)
4,000-1bs/ac. Mulch Peanut hay for slopes
1 bushel Wheat (temporary)
I doubled KY-31 Fescue because of sloping topography.
All other recommendations are from SCS technical guide
IV, Practice 342, Chapter II, page 11.
If you have any questions please feel free to call
919-794-5305.
Sincerely,
Brent Daniels
Technician
1, tta.chment 10
The Soil Conservation Service
is en agency of the
•? Department of Agriculture
UNITED STATES SOIL
DEPARTMENT OF CONSERVATION
AGRICU-TURF SERVICE
---------------------------------------
r
MR. JUSEPH B. DAVENPORT, III
702 WINWOOD DRIVE
WINDSOR, NORTH CAROLINA 2798c,
DEAR MR. DAVENPORT:
P. 0. BOX 566
WINDSOR, N.C. 27983
APRIL 21, 1992
THE SEEDING RATES THAT WE PREPARED FOR YO.J EARLIER DURINi" THE YEAR
WERE BASICALLY FOR FALL SEEDING'. 1 HAVE DISCUS`3ED THESE RATES WITH
MR. CL I. F BRNDWN THIS MOP I NG AND I RECO IENIDE THE 0 -t_C NC ? i
F' l 1T -? - THE G?.
FOR THE ACCESS .0. ,D , SHOULDERS HE C RADL_ D I ! ?HE`-? AND ! ?:?:=SF
WATEPWAY'Z_: (SWA.LES)" CONSTRUCTED AT YOUR BATCHE_LOR S BAY S _iBCi I V 1 S 1
FOLLOWING COONS T RUC. T 1 ON :
1 Di _ 0P Ci T HER?ai S E PttLr-r'.h 'i HE JLEL• ,E 1 T (. '(A I H!- L ,
FERT I L i ?ER AN70 `)fl .
2 . WORD. IN 2 TON'S O LIME AND 1000 LBS. /AC . OF i 0-10 -' 0 FERT i *_ I Z_. p
OR EQUIVALENT.
S. SEED TO A SEE-) MIXTUPE OF S' 0 LB` AC. OF COMMON BERMUDA 4H+_LLE'D
-{HULL REMOVEED) 'I AND _() Lam"'-;/ C- OF BAHIAGIRA''S"U.
. h'UL C H l•?I TH E Ti !NF- OF b•HEA. S' va 'v:' I TH
^ T tai-.'(Ill `i iW/EI? k: Ei! AC
HE _ I PAivgi 0 -THEE _ _ N` .
AC IHE Si li
F, E:
^ 7 ^ AL'.. t??,TTEr ? F10I L SLI_:i_;? _ T) .
A
.?l?-'7?..'c I7 k'i li_!it'Ll !_ ? ?1'v L k' i , .i_ h
OF MU; CHE- °i 'EA
c''-T` C -
t __= M L -H NET-i°vI_ -IyIi ^-: `• TERIA.L IN THE
v'ATERWAYS FOP ADDED EPOS I ON Ct_IN T ROL .
ANY A.DD I T I GNA_ CiU`? T IONS PLEASE CALL S 19-7c14-5.30- .
SINCERELY,
N I US B . RUSSELL . JR.
DISTRICT CONSERVATIONIST
CC : MR. CLIFF BROWN
ROUTE 1, BOX 189
PLYMOU-iH, N. C:. 2'7`91;_

Division of Environmental Management - Groundwater Section
P.O. Box 29535 - Raleigh, N.C. 27626-0535 QUAD. NO. SERIAL NO.
Phone [phone] Lat Long. Pc
Minor Basin
WELL CONSTRUCTION RECORD Basin Code
DRILLING CONTRACTOR: Header Ent. GW-1 Ent
• T - 11? STATE WELL CONSTRUCTION
DRILLER REGISTRATION NUMBER: PERMIT NUMBER:
1. WELL LOCATION: (S w sketch of the location below)
Nearest Town: 7)q &ZeL County:

or Subdivision and
2. OWNER g7 r
ADDRESS 7n ?-
DEPTH DRILLING LOG
From To Formation Description
(Str t or Route No.
JAWI-L //J&
City or Town State Code
3. DATE DRILLED :n WELL _Aj
4. TOTAL DEPTH h
5. CUTTINGS COLLECTED YES ? NO*
6. DOES WELL REPLACE EXISTING WELL? YES [:] NO?]
7. STATIC WATER LEVEL Below Top of Casing: !LZ FT.
(Use "+' if Above Top of Casing)
8. TOP OF CASING IS FT. Above Land Surface`
' Casing Terminated sVor below land surface is Illegal unless a variance is issued
In accordance with 15A NCAC 2C .0118
9. YIELD (gpm): 0 METHOD OF TEST a`-
10. WATER ZONES (depth):
11. CHLORINATION: Type T- Amount
12. CASING:
Wall Thickness
Depth Diameter or Weight/Ft. MRtenal
From To d-9_0 Ft. -- - 6?D
From To Ft.
From To Ft.
13. GROUT:
Depth Materia Method
From _Q- To 9_ Ft.dEft4ft2_
From To Ft.
14. SCREEN:
If additional space is needed use back of form
LOCATION SKETCH
(Show direction and distance from at least two
Roads, or other map reference points)&
?II ?l
Depth _ Diameter Slot Size Material
From .?9 To Ft _gZ in. in.
From To Ft. in. in. L+j' f ?ki?
From To Ft. in. in.
15. SAND/GRAVEL PACK:
Depth/ ??- Size aterial
From j? To ?? Ft. 0C a'
From To Ft.
16. REMARKS:
rl

.cbp Al
1 DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C, WELL
CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
ATURE OF CONT ACTOR OR AGENT DATE
GW-1 REV. 5/91 Submit original to Division of Environmental Management and copy to well owner.
.. t

w
BERTIE COUNTY HEALTH DEPARTMENT
P.Q. BOX 530
WINDSOR,NORTH CAROLINA
FEBRUARY 18,1992

BETTY V. TYNCR
HEALTH DIRECTOR
ENVIRONMENTAL HEALTH
919-794-5303
TO WHOM IT MAY CONCERN:
I HAVE CHECKED 30 LOTS FOR JOE B. DAVENPORT III ON ALBEMARLE
SOUND,KNOWN AS BACHELOR'S BAY, AND ALL HAVE PASSED FOR SEPTIC
TANK SYSTEMS.
SINCERELY,
KEITH W. LEE
ENVIRONMENTAL HEALTH SPECIALIST
BERTIE COUNTY
KWL/jcs
Attachment 14

•
3983
u?
zJ
r o
• )
I
3°
X .•. :
20
41-
r \
42
o I ,
j20
12? l/ ` o
22
%

Foul.
U? Ld 33 C,
X22
?ICCt55 h
3 981 ti
a \
- rIt' / v Foul Area
E R 20 R Y s H I /.
N80
Foul Area 5
16
Wei. VY,
% ' - \ '\ (( ? ? ire- .+? ? ? ... ..M•- i i
° C °?''?f w' _'+- .,e.- y` ? -Y" 'n` _. ' 3 r ?II'..YI: s•
3979 zz /w? .• .- . -?._'' "_' . '_
_?;- -,• - .? ..?,. ,,,;? :,,,w 'Terrapin PPiiit
I\? I X11 -!:/'Mo-_ -Y? ... •w..r--•?._ .:. ""` -tPier
i qlr ?n-.M
h W ..-?a?,` .ail ?: _ ..t- .???., ..? ±- ?,•; - .. " ... ,-a,- -- --- - - ,. _
./• ?: T,_ __ (, tta chment'..1-A
W -dr'---?tt: e•._- ` \ .`... )?_ ,\'«i'' / N.}: Foul L,'''_ + ... . " .r ' .r-'•"?i•-al'
:l!•; "?-•• _ ? r 1 it r'r:'w". _'_ ?± •? .r.-??y.? ?„'•1???r ? "1?'

Showing general installation of silt screen.
APR 0 9 1992
C( A{ i.\ \I I'-
? J
i..0t 0

Rock Filter
221
Drainwag at Sta. S -- Use misting structure, add Rock Basin
and Rock Filter.
APR J 9 1992

S`
_ot to
Pipe Installation betveon S 12 & S1 3

T
18
Silt Sera m
bottom gradcv,
2:1 slope
-shoulder
28
Rocked catch Basin
v Rip Rap Weir Z- Silt Sere-en
/Swale lead off
Y
.-.tte.chment I.o. 3

APR 09 1992
lot- to smile

Center Line 30',{' y„:•

40' '
30. 20'
.;'

.:.
,
?'? 1 i+
:.; .
X3:1 . ,.
•
-
•
"'
1
'%
?
?
'
~
:'
'' `'• -`??
:
?
?
:./
??•
. .
..
,
-.
•
.:
<•
-'.
r. • •
:?,,,
'%%
- „
;
.•
,:
f
'

' Cross Section of New Grader Road Construction
Beginning at- S 10 through Station 25
with exception of area at S21A and pt. Q.
(Refer to attachments No. 4 & 5.
Dunning surfaced rocket?. 18 ft. wide
and 4 inches deep where sections of
clE-y mey cre??te rutting during wet
periods-to be determined by Landowner
after road bed has been developed.
?? oQ ? o ?ggL
,!.ttE_cement No. 4
L °l ???-1??i4?-
Sketch showing installation of 48" arch culvert to be installed
at Station 21 A --Road bed to maintain 28' width at station.
Silt Fence down stream
S21
Class B Riprap
grader dtteh •
77-777", .
18 Ft.
ader ditch

S22
slope
.. .........;.
No. 57 5 5. Rock Check Dam
,Stone
f Class B Riprap
Silt Fence
Culvert Design for 10 year /24 hour storm
using Rational Method = 6 in.;area =180 ac.
= 45.4 c.f.s. for .5 ft. of head.
48' Arch Culvert (coated Steel)
58' span
36' rise 28' ,
A& C7
40' down stream
PROFILE APR 0 9 1992
1'.tt chnaent 110 . 5

Point "V " is located between Sta. 22 and Stra. 23 at a point where the
old existing road bed had created a small darn holding water in a gurn 'wet-
land -- To entrap this water and to maintain it's present level a 12"
pipe - drop -will be installed benath the new road fill with it's intake
end positioned at the high water mark.
High water mark to control
elevation of intake on pipe-drop. 20J -
natural slo e
12'a{
we#lar+? Fitt fence this end elevated 4"
.:, ......... .... ,:ti: ...
... above level.
' . • ,,,,,
.. -• ... ?:.:' . i . .; .,: • •...'.:'l /- ?• silt fence
44
:?. ;'.:!•::. rip rap
•.?_?.? 12' cvulvert - r!
TTTTTT=
+!. ' ??? :;'!'' !'• •''' .. .. ... ? f•:'+ /' .: -•. i:'i '% iii!. '.i ?. •/•.
-•
welded 9elbo :
Drainage Structure at Point "0"
Attachment 6
APR 0 9 1992
I AvAkgq

Cross Section of a Section along shore line.
Hight of soil bank along Sound shore will very
from 8 ft. to approximately 20 ft. above mean
water level.
Designed slope - 5 1.
silt screen
:-tx dercut' to':`:e'Timi iia*te!-•:tLipo'-.g
uaff**t4:;b:e:::xdd::px.ia::o;
fi
Attachment 9
point of cut
t 4'above mean waterline.
mean water-
'.. =- line .
APR 0 9 I9g?

R

Shore Line Excavation
Not all sections along the shore line will
require extensive removel of steep banks. Lots
1, 2 and 3 will primarily require stumping and
grading only. Lots 4, 5, 69 7, 8, 9, and parts
of 10 and 11'. will require removel of the steep
bank from 40 to 60 feet northwardly to acheive
a 5 to 1 slope. It will probably be necessary
to remove some of the bank along lots 12 through
15 but with much less severity as lots 4 through
12. This section can primarily be stumped and
graded to acheive the desired slope.
Upon the completion.of each section or
lot the graded area will be fertilized and seed-
ed according to the attached prescription by the
S.C.S. office.
The silt fence will be established and
maintained along and just above the high water
mark for the entire length of the disturbance.
(Attachment 9A)
.
i
Profile of Culvert and Drain Swales
Location - Culvert Swale 8-1 to 8-2
( Not to Scale)
Profile View
ele 11.2' elev. 11.0'
dissipartor
?: ?'% ?•: - excelsior mat
Mean Sound level
sediment pond elev. 0.0'
elev. 4.0
elev. 3.0 . --
Cross Section View
Class B Riprap
18" culvert check dam
flow ..:. •. :: flow
.h(?w •?•
}'{ ?itiiy ?yr:•
"'?-'-C bottom of down stream swale
check dam dissipator
fabric liner ?-Po" Note Attachment 9E for detail spects for dissipat or
Note : All road sholders and Grader ditches
Overhead View to be seeded to S.C.S. Standards.
Class "B" riprap check dams
18" culvert ( Temporary until grass is mature)
[ NZ?- Grader ditch
grader ditches
3:1 slope
18' 30' 40'
flow
umsipaiur
excelsior mat
APR 0 9 1992
Atta.chment 9-B

f
• Profile'of Culvert and Drain Swales
Location - Culvert "AA" - Swale A-! to A-2
( Not to Scale)
Profile View
ele 12.0' elev. 11.8'
?- dissipastor
1 Zr
;?.:- excelsior mat
18' culv..• vv
Mean Sound level
sediment pond elev. 0.0'
elev. 6.0'
elev. 5.0',
Class B Riprap Cross Section View
18" culvert check dam
flow flow
bottom of down stream swale
check dam dissipator
fabric liner Note Attachment 9E for detail spects for dissipat or
Note : All road sholders and grader ditches
Overhead View to be seeded to S.C.S. Standards.
i Class "B" riprap check dams
18" culvert ( Temporary until grass is mature)
C' Grader ditch
grader ditches
3:1 slope
18' 30' 40'
flow
excelsior mat
ti ttz, chnent-9C
APR p 9 1V

Cross Section Of Swale
Points -- A-1 to A-2

X 7.5' S. '
! ' ••a.: .rte .« .. ?-+'r,? -
- Swale to follow existing contours from Sts. -A-1 to A=2
- WetTed Perimeter + 15.3'/f t.
- Length of Swale- 2301 +
-• Slope - .03
-' 1 = 1.7"/Hr.12 yt. storm
-C=.40
- A= above culvert - 5.2 c• APR 0 9 1992
below culvert - 4.5 ac.
- Q = 6.65
- V= 7.03 c.f.s.
?.tta.chnent - 91', (A-1 to A-2)
`t ??,.1 ?yq L

7.5'

• •iriCtr..
Cross Section Of Swale
Points -- B-1 to B-2

- Swale to follow existing contours from Sts. - B-1 to B-2
- Wetfed Perimeter + 15.3'lft.
- Length of Swale- 300 1 +
- Slope - .027
- i = 1.7"/Hr.l2 yr. storm
-?=.40
- A= above culvert - 4.2 ac.
below culvert - 2.9 ac. APR 0 9 1992'
- Q = 4.83
- V= 6.47 c.f.s.
C? A ?,,1 ky? L-
.ettachment - 9D(B-1 to B-2)
Dissipator Detail
f (Location at A-1 & 13-1)
Dissipator to be lined with tare resistant fabric and then hand
place Class "B" size ri prap a minimum of two stones deep,
stones should not be smaller than 6"x6"x 10" (14 lb.) to prevent
lifting by water through culvert.
Minimum size of di ssipator will be 6 ft. x
6 ft. and a minimum of 3 ft. deep measured
???ll?? from the invert of the culvert.
18" culve-rt
3 ft. mina
:i;?!. •?;;t:st ; Y Flow
ti•ti•?fti
tap dissipator gall
3, tifti_
K
Fabric underlayment
Greder ditch flow
T' t
r Excelsior Mat
Culvo-rt t• ?I ? •1•,??, ?LJ'
Inside of Dissipator ~• `''• Flaw err
< II ....
Depth 3 Ft. below 'j• `'''"'?F?
bottom culvert." 16
f r '' Begging of Swale
6 ft.
Attachment 9E
? ???.??kr1L
APR 0 9' 199?
r

.r
Sediment Pond
Elevation of dam to be a minimum of one foot above mean ground
elevation at point of location
Begin exoavatlon of pond 10 ' north (above)
high water mark.
an ave. water level in
.lnd. Elev. 0.00 class P riprap
IrO. J ! 11/tCf D16 V11C tV vc
planed 12" thiok.
PROFILE VIEW
01mr,_n1
Sound. =-} No. 57 stone for filter
=? - _- flow
10*
_ ti; - - - elew.5. 01
shore lint •? Class B riprap dam & filar
mean ave. water
level in sound - 0.00' TOP VIEW
All elevations are referenced to 0.00')
Att& chment 9F (.11,--2)
APR 0 9 199
i'

.r
Sediment Pond
(B-2)
Elevation of dam to be a minimum of one foot above mean ground
elevation at point of location
Begin exCavation of pond 10 'north (above)
high water mark.
v. 3
0 '
el
'
.
i
16,
elev. dam ¢,0
,.an ave. water level in ? I
\
Elev
0.00
und No. 57 size stone for filter.
.
. class B riprap ti ?---
water level
- tie :::::.::.:
?
//i
.
/•i;i.
:::
?•;-
?
,
.
:
.
No. 57 filter stone to be
planed 12" thick.
PROFILE VIEW
16,
Sound- =?} No. 57 stone for filter
- -=r ..: - - _ - flow

•, ''' ?: ,<:>. _ _ _ - - elec. 3.0'

shore lint
Class B riprap dam & filar
mean ave. water
level in sound - 0.00' 70P VIEW
( All elevations are referenced to 0.00')
i:tt?.cha;ent O (B-2)
'APR 0 9 Tag?

6

Cross Section showing placement of Excelsior Matting in Swales
A-1 to A-2 and B-1 to 8-2. Depth of swale 1.5 ft. with 5:1 slope.
Excelsior Matting - 48" wide - 16 ft. lengths.
6 " staples - spaced minu. of 14" apart.
7.5' 1.5'
- 6 in. overlap
X111 ? 1'•J•%T. ??•'1 w ,
14
Sta 1 es :_ ;r?• r Excelsior Map
.•2 r1.. 7 >•O
14"
Overlap exc. mat a minimum of 6 in.
Place recommended Fertz. & Grass seed prescription prior
to mat installation.
Flow
Toe of Riprap at dissipator.
,X, ma
--------------
Bury edge of mat next
to culvert 6".
Profile showing placement of mat downstream.
'APR 0 9 1292
Attachment 9G

N M'?
SHORE LINE -? BOAT RAMP DETAIL
AND 4.0'
17 0"
42:' 0:; =
::Contrato RamP'
'>retcR
C
::3I4"x 4'x8' sa nd s hied...: Sound

ace post 4' apart
?4' loading pei r
NOTE: Do not excvavate bottom.
position concrete slab on exist-
i ng bottom after the two stump!
U1 Lv dv Uv Lo have been removed.
?:re line 29. 6"
OVER HEAD VIEW OF BOAT RAMP
I 24'
?.0 low
deck
down VW..
waterline mean water line
elev. 0.00'
post driven into :concrete slab
ground
9re!?7
MATER SIDE VIEW OF BOAT LANDING
slope = .10 _
down
18
t
conc. slab ... .
Profile View (9#-rift)
sand sheeld 3l4"x4'x8'
treated pi ywood
?- 29' 6" b. I
J Nw?&,-
water line
elev. 0.00'
-1.5'
'APR 0 9 1.aQq
bottom
III* .

View of Access & Turn Around Area
For Boat Ramp
Not to Scale
€ ;::;• Cor. pipe 5-A
elev.15. 3'
N574926E
14626
Metal Pipe
? " End silt fence " ""•
-w• w .
nib:
Class B riprap N 40 W 57 ..
:._ 20, -
temp. check dam '.•`. A i"'
"- "RR" 20A
" wAw Wetland
60:: l ?- Boundary
A
S 50 E 'Rill ; :.
Grass N 18 30 W
123o-(+-) Grass 40'
w?
_ .=
+w
Swale` Turn. + rea%x -
Lat 15 "A (No. 57 Stonej w: ; ^'•"
:•w ??.
" Flow • N 1 30W 40': ' • ,
" .w 111
Class B riprap •
Jill/
S 64 W 54'
temp. check dam
Shollow ` 1{:A ` "• ?w • w w ??
% Swale Silt Fence
,{ " A w w A
A ? w w`
w ? w'
rap
silt fence check dam- "VK" w w shore lin -
7'? - -
%
afn ?• pier
_ -- -?' Albemarle Sound
_ ,. 0.00' elev. mean water level
APR 0 9 W ``14 ti
r?

CC

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no// /O S/
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A6
/v
G. S. Station `Sea"
N -161"83.5/
E -2666030.64
S62°/5'44"E- 640.30'
S5
R.q.W•60'
Se
Z"Tough N- 9/458.3.57
11w,%90
v
Bo ?
Bo°ro?.
y
Ne4s
1 r.
A R
N74 ° 11'39 "E - 3/2.08'
S3
NB/ 003'49 "E - 2/4.03'
Location Inset
S4
S 67 °58'26 "E - 340.73'
Emjwc N. Cooper 49 Others
Cooper Heirs Land
"Old Winsto.7 Form"

N c,qG. 0 6? NOS
N•
NOTE: -From SIo. / (S/ - SICV to Sta. /0 IS olo.?g
the f of ?he existing woods rood; from
s77°4s'44"E- 416.80' S/O to S116iS along the South edge of
Me field -
- Distance through Cooper 1 ands - 3,3E?. ?; .'t.
Bond Lands
Say °26'04 ".E - /67. 76' „ ,
-Ar S21A o 416 x38 corrugated cooled
S8 s/ee/ pipe- arch will be positioned in
S 76°03'34 "E - /35.04' -the branch.
S9 - At point "0" o 12 /n.
pipe drop w111 b e
prescribed to retai.o entraped water
M the wet/and.
N77 °473'/6 "E - 426. /6'
S/0
exist/np load
NORTH CAROLINA
COUNTY
S/O I° S/8 S//)?y I 1NOTAgY PBLIC OF THE COUNTY AN9L x L:- D STATE AFORESAID. CERTIFY THAT
Ft K?(.. a?/VA REGISTERED LAND SUfi/EYOR. PERSONALLY APPEARED BEFORE ME
Sag °3739 "E - 83. se, S/2 ; N ,'.1 THIS DAY AND ACKNOWLEDGED THE EXECUTION 6F THE ?OREGOING INSTRUME!IL WITNESS MY
S.?5 06' 9 ' E - as. 42' :0NAND AND OFFICAI SERI. THIS?.ZOAY OF v n'
N76°//'3 " E -239. 65' •.? ; (((j--I
/sv
N87°27%3"E - 80. /5' .0 04
4787°24 20"E - 99. 63' Su' • ?; ' ?. 6?5 NOTARY PUBLIC .ry
2
N80°O / 22 "E - 124.61' it, C.1 MY COMMISION EXPIRES:
--?eT
N69 4222'E -254.55• .??
py 0 6 SANDRA C. BROWN
0 NOTARY PUBLIC
0? op WASHINGTON COUNTY, >N?.,C/
s/6 •,P" e 9 my Commission Expires V_ N
•'?? OOQ ?t? 9 ACCESS RIGHT OF lY.•9YAC/iOSS
50%,&, G ?0 (81 LANDS Oc VIA N. COOPER a
COOPER/ASKEW HE/RS and?OHN
\ {'Y. 901VO c9 EMMA N. COOPER &
N78 °09 26"E 249. ,P% / BOND a COOPER,-`ASKEW HE/RS
4733°s9 34 "E 50. /0'fioi» %?l s26 AS GRANTED TO
S20 to 611M Coiner , Corner
/o " p",,, ?OSEPH a a ?vlve w DAv?ENPORT
Se5°27'01"E 286.82' and ASS161 S 017d ?AMES A. a
?i ?0AN H. McGEE a ASSIGNS
X!
- ' vs"? 2,°.IO'ps "E- /15.,10 • The R/D/kY Supports a
g%s2/-a SIXTY Ft. (60,) Width for /1's
To/o/ L enylh.
?'? '?S\3°T '6"?' • /45.7'
p0
Q y ??
R.O. w - 60' `ji Ses°27'46"E • 0/4.06'
0 MERRr H11-4 /vr'a: •BERT./E CQ NC
?ohn W Bond ; SCO/e / M. s 500 f1.
B - V V P; 447 ? 1
d 000
01 ' /000'
?-
„
Clifton L. Brown certify that this mop
b S a woS. drown by me fromg on actual 11e1d
survey on April 22` j7iT??1h//r
N88°O6'34'E- 508.78' %%%% DII•
iron ptpo e
•e7„•
. y19 ?/'yam' ? ?' . (? e• n
J o vy ,, = i Cf ??
S24 0
•
0 li S79°43'00"E - 207.32' • r L-12'
N: ?Oe B. Q ?une W. (T 6. J Jo n-
Y
Davenport i? 4725 ••/
8683 - P6 ° ?q?l'aaM•he„? ?? %} ol$%ii'lE?.?
OI ••....•o•
"111 1- B R0`+'1 `?';:
DIVISION'OF COASTAL MA i6l-EMENT
.??
FIELD INVESTIGATION O T
' tg Q E
1. &LICANT' S NAME Joe- B. Daven rt (Batch BONUMon
2. LOCATION OF PROJECT SITE Bertie Count ff `of - NC 45, Batchelor Day off of
Albemarle Sound, Merry Hill Community. -
12-1-89, 108=15, B-10-14 12-18-84 103-916, S9---15,
PHOTO INDX : 1989: C10-14, D10-1-47- 1984: 8 4 : T9-15, U?-15
STATE PLANE COORDINATES: X: 26,974,000 Y: 813,000
west over U.L.
3. INVESTIGATION TYPE: DREDGE & FILL X CAMA .X
4. INVESTIGATIVE PROCEDURE :
(A) DATES OF SITE VISIT 4-28-92
(B) WAS APPLICANT PRESENT Yes
5. PROCESSING PROCEDURE: APPLICATION RECEIVED 8 May 1992
OFFICE Washington
6. SITE DESCRIPTION:
(A) LOCAL LAND USE PLAN. Bertie County
LAND CLASSIFICATION FROM LUP Conservation
DEVELOPMENT' CONSTRAINTS IDENTIFIED IN LUP Review is being conducted by
DCM planning staff to determine consistency.
(s) AEC(S) INVOLVED: OCEAN HAZARD ESTUARINE SHORELINE X
COASTAL WETLANDS PUBLIC TRUST WATERS
ESTUARINE WATERS X OTHER
(C) WATER DEPENDENT:; YES X NO X
Boatramp Sub ivision
(D) INTENDED USE:. PUBLIC PRIVATE X COMMERCIAL
(E) TYPE OF WASTE WATER TR .ATNENr: EXISTING None
PLANNED Septic Tank
(F) TYPE OF STRUCTURES : EXISTING None
PLANNED Boatramp, pier with groins, single family residences.
(G) ESTIMATED ANNUAL RATE OF EROSION ±2' SOURCE DCM staff observation
7. HABITAT DESCRIPTION:
(A) VEGETATED WETLANDS
None
AREA
DREDGED FILLED OTHER
N/A -N7-A-
(B) NON-VEGETATED WETLANDS:
(C) OTHER : Openwater
Highground
(D) TOTAL AREA DISTURBED:
±400 sq. ft. (boatramp)
6.8 acres in initia'.
development
±400 sa, ft. 6.9 AcrPs-
8. PROJECT SUMMARY: The applicant is proposing, to develop a 22.0 acre, 30 lot,
subdivision adjacent to Batchelor Bay in Bertie County.

Environmental setting
.40
The applicant owns a 217.5 acre tract of land in the Merry Hill community, east
of NC 45 and adjacent to the Albemarle Sound in Bertie County. The majority of
the property is being used for agricultural practices, mainly row crops. A
portion of the property consists of a large wetland system (Morgan Swamp) which
enters the property near the eastern property line. The wetland system is
vegetated with cypress, various species of gums and other wetland adapted trees.
Upland wooded areas vegetated by various species of oaks and other hardwood trees
were present on much of the property between the agricultural fields and wooded
swamp. The majority of these areas have been timbered within the past year in
preparation of the subdivision development. The applicants property extends
approximately 1,800' along Bachelor Bay. The shoreline at the normal water line
(NWL) varies from ±8.0' to ±20.0' in elevation. Most of the area is covered by
natural vegetation which has somewhat retarded erosion. Most of the area at the
top of the bluffs from the edge extending landward at some locations up to ±100'
was vegetated by hardwood forest. This area has also been timbered in
preparation of the subdivision development.
Project proposal
The applicant is proposing the following:
1) The development of a 22 acre subdivision on the property. The entire
development other than the access road from NC 45 will be located within
an area ±600' landward of the NWL along the ±1800' of shoreline of
Bachelor Bay. Thirty (30) lots will be developed for single family
residences. No multifamily units will be developed. Each residence will
be served by a septic tank sewage disposal system, however a community
potable water system is to be installed for the entire development.
Details on that system are presently being finalized.
2) A portion of the lot preparation for the development will consist of
extensive removal of the high bluffs at the NWL. Lot No.'s 4, 5, 6, 7, 8,
9 and portions of 10 and 11 will require the removal of the bank from 40'
to 60' northwardly to achieve a desired 5:1 slope. Also it will be
necessary to remove some of the bank on Lots 12 thru 15 but with much less
severity as the previously mentioned lots. Lots l thru 3 will require
slight stumping and grading. The applicant hopes to achieve a 5:1 slope
along the entire shoreline when the grading is completed. No bulkheads
are proposed at this time. Erosion will be controlled by silt fences,
mulching and seeding. All of this shoreline sloping is shown on attached
plots.
3) A portion of the property adjacent to Morgan Swamp has been established by
the applicant as a community lot, on which will be located a concrete
boatramp which will have a width of 16.0' and a total length of 42.0' of
which 25.0' will extend beyond the NWL. A 4.0' wide by 29'.6" pier will
be located on each side of the ramp. 25.0' of the pier will extend beyond
the NWL. A groin the same length of the piers will be attached to the
piers in an attempt to keep sand off of the ramp. A gravel access road
will provide access to the ramp. Also a ±230.0' long by ±60.0' wide
gravel turn area will also be provided. Silt fences will be placed
between the disturbed areas and Morgan Swamp.

Environmental impacts
w0,
Environmental impacts will be as follows:
1) Upland wildlife habitat has either already been modified or will be
further modified as the subdivision is developed.
2) No wetland vegetation will be excavated or filled. No development is
proposed within the Morgan Swamp system.
3) Severe erosion potential is present during the sloping of the bluffs if
proper sedimentation and erosion control measures are not adheared to.
This erosion could result in fill being deposited beyond the NWL of
Bachelor Bay.
4) Approximately 4.8 cubic yards of fill (concrete) will be placed beyond the
NWL of Bachelor Bay as a result of boatramp construction. Also ±460 cubic
yards of material will be excavated near or beyond the NWL as a result of
sloping the area for the boatramp placement.
5) Two small areas of wetlands have been authorized to be filled under COE
Nationwide Permits No. 14 and 26 in the area of the access road which
extends from NC 45 to the development.
David Gossett - Washington Office - May 8, 1992
•

Please type or print. Carefully describe-all anticipated
development activities, including construction, excava-
tion, filling, paving, land clearing, and stormwater con-
trol. If the requested information is not relevant to your
project, write N/A (not applicable). Items 1-4 and 8-9
must be completed for all projects.
1 APPLICANT
a. Name Joseph :3. Davenport
Address 702 'n inwood Drive
city
Windsor State
NC 27933
Zip 27983 Dayphone919-794-2947
x Landowner or Authorized agent
b. Project name (if any) i3atchelor BL..y
c-. If the applicant is not the landowner, also give the
owner's name and address.
If you plan to build a marina, also complete and .
attach Form DCM-MP-2.
b. Is the proposed activity maintenance of-an
existing project, new work, or both?
new project.
c. Will the project be for community, private, or . .
commercial use?
Community .
d. Describe the planned use of the project.
Single family subdivision; water
access.
4 LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 217.5 acres-22 acres
in su ivisi.on.
b. Size of individual lot(s) approx. ac.
c. Elevation of tract above mean sea level or
Nati 1 C?etodetplus cal Datum
2 LOCATION OF PROPOSED 7
PROJECT d. Soil type(s) and texture(s) of tract
TYenoir & Craven
a. Street address or secondary road number
On Batchelor 13Uy area of Albemarlee.
3t 7., oun .
b. Cd town co unit, A?landmai
N?.res'tommu. i y is ?`.erry Hill. f.
in Bertie County.
c. County 9.
d. Is proposed work within city limits or planning
jurisdiction? Yes (Bertie Co.)
e. N of body of water nearest project
ribemarle .vound
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): 30 Lot Subd. - Bolt land ina
12/89
Vegetation on tract Subdivision area is
agriculture.
Man-made features now on tract Drone
What is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
4 Conservation Transitional
Developed Community
Rural Other,
h. How is the tract zoned by local government?
T.,one
i. How are adjacent waters classified?
j. Has a professional archaeological survey been
carried o t f ?,r the tract? Yes If so, by whom?
Tv7arc ??lethis - rchives and
History a eig. • mPlPpl,
_ r nnyarF6; ti nr suYnTner 1 qq1 ,
` 1
4
4
5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development.
a. Type and number of buildings, facilities or .
structuresgroposed 30 single Ta.mily
residence units
b. Number of lots or parcels . 30
c. Density (Give the number of residential units and the
units per acre.) 30 residential units
t unl s Fc.
d. Size of area to be graded or disturbed
5 to 6 Gcres - includes road
construction on. site.
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
control plan been submitted to the Division of Land
Resources?--. Yes
f. Give the percentage of the tract within 75 feet of
mean high water to be covered by impermeable
surfaces, such as pavement, buildings, rooftops.
None
g. List the materials, such as marl, paver stone, asphalt,
or cone %A%be used for paved surfaces.
Access road and Boat
Ramp-,erg
h. If applicable, has a stormwater management plan
been submitted to the, Division of Environmental Yes
Management?_
i. Describe proposed sewage disposal and/or waste
water treatment facilities.
Septic System
j. Have these facilities received state or local approval?
See. atte.ched site ins7)ection.
k. Describe existing treatment facilities.
TTone
1. Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down"). None
P/rp, CJ) ID 0-) Y
well
m. W?ter supply source nnP ,hhmmll n ; tirl --q Arv, ng
all L ts,
n. If the project is oceanfront development, describe
the steps that will be taken to maintain established
publi beach accessways or provide new access.
l? 7A
o. If the project is on the oceanfront, what will be 1he
elevation above mean sea level of the first habitable
floor? N/A
6 EXCAVATION AND FILL
INFORMATION
a. Describe below the purpose of proposed excavation
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,
boas--------
rock jetty)
Fill placed in
wetland or below
MHW
Upland fill
areas
? ?bD
?xa
b. Amount of material to be excavated from below
water level in cubic yards
c. Type of material N/1
d. Does the area to be excavated include marshland,
swamps, or other wetlands?
no
e. High ground excavation, in cubic yards
p, consist .6f f6iaoving_bank aloAg sound
s ore. approx. 1Z,UUU cu. Y US,
_ ?a ov? r•an?J T60 ?K r?ls . 12/89
.. . _ it
f. Dimensions pf spoil disposal .area c. Shoreline erosion during preceding 12 months, in
777 a+n rox. 2 acres. feet 1 foot ??.
g. Location of spoil disposal area to be spread d. Type of bulkhead material None
in agricultureal lands. Also in ditch
across Lots 4 & 5.. On Lots 10 & 1f% Amount of fill, in cubic yards, to be placed below
h. Do you claim title to the disposal area? vP s mean high water -Non e
If not, attach a letter granting permission from the
owner. f. Type of fill material None
L Will a disposal area be available for future
maintenance? will not be required.
If so, where?
j. Does the disposal area include any marshland,
swamps, or water areas?
No
8 ADDITIONAL INFORMATION
In addition to the completed application form, the follow-
ing items must be submitted:
k. Will the fill materibe laced below mean hi h A copy of the deed (with state application only) or other
water? -?' s q boat. ramp-c oner e Wen s lc'Lp -instrument under which the applicant claims title to the
?y .,.. _,
1. Amount of fill in cubic yards
m. Type of full material c oxi?r.ist c
n. Source of fill material `:"/.concrete
o: Will fill mat be placed on marsh or other
wetlands"? A - No
p. Dimensions of the f A and to be filled
affected property. If the applicant is not claiming to be
the owner of said property, then forwatd ?a.copy of the
deed or other instrument under which thebwner claims'
title, plus written permission from the owner to carry out
the project.
An accurate work plat (including plan view and cross
sectional drawings) drawn to scale in black ink on an 8
1/2 x 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 18 high
quality copies are provided by applicant. (Contact the
U.S. Army Corps of Engineers regarding that agency's
use of larger drawings.) A site or location map is a part
of plat requirements and it must be sufficiently detailed
to guide agency personnel unfamiliar with the area to the
site. Include county road (SR) numbers, landmarks, and
the like.
q. How will excavated or fill material be kept on site
and erosion controlled?
Silt screens will be ?la
shore line CSee at)aAeJ A IK'?s
r. What type of construction equipment will be used
(for example dra! l ne, backho?, Tr hydraulic
dredge)? $ae oe, Bu d.ozc;r ?.nd.
trucks.
s. Will wetlands be crossed in transporting equipment
to project site? No If yes, explain steps that will
be taken to lessen environmental impacts.
7 SHORELINE STABILIZATION
a. Length of bulkhead or riprap ?'-: o ri e
b. Average distance wateiwar q>r mean high water or
normal water level " X'
A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management and should be advised by the applicant of
that opportunity.
12/89
'i •
Name James A. McGee
Address 08 Prince Road
Greenville N.C. 27858
Name John W. Bond
Address ox 59
rten
:Name
Address
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
A check for $100 made payable to the Department of
Environment,. Health & Natural Resources to cover the
costs of processing the application.
A signed AEC hazard notice for projects in oceanfront
and inlet areas.
A statement on the use of public funds. If the project
involves the expenditure of public funds, attach a state-
ment documenting compliance with the North Carolina
Environmental Policy Act (N.C.G.S. 113A-1 to 10).

4
9 CERTIFICATION AND PERMISSION
TO ENTER ON LAND
Any permit issued in response to this application will
allow only the development described in 4 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 ap-
proved Coastal Management Program and will be con-
ducted in a manner consistent with such program. .
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 application and follow-up monitoring of
project.
This is the day of
X o-,d
owner or Authorizeif agent
12/89
i
s/
0x/s1/ng rood
/Y. C. 47 S. $Iahoa "Tough "
N• 914583,37
E- 266LC3/7. Q3
>, r
I
d Q ? ®orC
Loeof/on /ns?1
,
N• A' O' O--'-
NOTE: -From SID. / /S/ - S/0.) to S/a. /O /S '710'.7g
the f of the axis//.?g woods rood; from
S/0 to S/8 /s 7/0.7g the sculh edge Of
the 1/old -
- D/stance through Cooper/ 0,7.0'S
-Gisto.: s /Ara?;h 80,70'Loads - 2, /47.88 /1.
At S21A o 4B"x36'coriugated coated
Steel pipe- orch will be pos/lioned is
*/he branch.
-At point 'O" a /247. pipe-drop will be
prescr/bed t0 reto/:o 0alraped water
M the wel/ond.
NORTH CAROLINA, 5/o COUNTY
1 /1.?NOTAgY P???I1BLIC OF THE COUNTY ASTATE AFORESAID. CERTIFY THAT
(' r ° -tS PA REGISTERED LANG SURVEYOR, PERSONALLY APPEARED BEFORE ME
THIS DAY AND ACKNOWLEDGED THE EfECVrION IF THE FOREGOING INSTRUMENT. WITNESS MY
HAND AND OFFICAL SEAL, THISZZOAY OF n , I I BQL
s ?0 (8 I-ANOS OFEM/NA N. COOPER q
5 NOTARY PUBUC
1%, 11 AIY COMMISION EXPIRES:?VQ,7_
py OT TOG SANDRA C. BROWN
(GL U 9 5S NOTARY PUBLIC
Fie/d,•• Bti DOd WASHINGTON COUNTY,`
PEf 9 - .. My Commission. Expire
BO 11 i9 AC ESS RIGHT OF hY.?YAClOSS
COOPER/ASArFW HEIRS and ?OHN
W 501V0 B E/LIM. A N. COOPER Qr
N7d 09 26"E-249. s /
` 60NO B COOPER/A SKEW HE/RS
S33°5934 "E 50. /o'from
?? s20
S20 1o 64VMCOr70/ AS GRANTED TO
., Gornsr
.r /o"gums' „
'
"
?OSEPH S. & ?!/NE W. OAVeVPORT
'
/ 1' S85°27
06
E- 266.8 2
and ASS/GA/S and ?AMES A. a
?OA/V H. M COEE a ASS/GNS.
SRI
s4w°i4v'B6"E- /85.80' The r7/O/6Y Suppor/s o
%s2/a SIXTY F/, 160.) W/dlh for //'s
/
' Tolol L vaglh•
szz P

I
pCe
Q y ;;
R. 60' i S65°27'y6"? .g/4,06'

O '
?ohn W. Bond MERRY H141- /v?>: -BER ,TIE C(2 NC
I
P- v7)
,6-VV Sca/e / in. 500
fJ.
+•'s J/and ?'
?-s-
-
O' 9010' /000'
b S23 'a /, C/if/on L. Brown certify /hot /his map
?
b was, drown by me /ram an oct4101 110101
I
; survey oa April 22, /f1qj
0t sit,
?, N66°06'34"E- 50 B. 7B' _
,•
iron pipe ,r Q

'p' 524 SE1K
?Oe B. aa,,eW\ i? ST9°43'08"E-207.32' °-t[/Q
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N74 ° / / '39 "E - 3 /2.06
S 67 °58'26 "E - 34d. T3'
S3
S 6.p 0/3'44"E• 640,38'
E,77 mo N. Cooper E Others
Cooper Heirs 40/701
"Old 4Y1*17S10.7 Form"
R. O. w - 60'
• S77°46'44"E- 4/6.80'
s7 '
S65 °26'04 "E - /67. 76'
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S 76°03'34 "E - 135.04'
_ S9
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N69 °42 22'E -254.55' .,
N55°/5'/6"E- 63.26' S/5,p•

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39b 20 k
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17
I`___o= • \ X22
30 $ 22 U?c
3982 Foul
_ 20 ?1 •?I • ?\
W X33
C-(CUSS H ?^-?-?'? ?•• 2 `?
N / s. o
3981
57!301/
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,'?I?li ) Foul /area
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- ~+,\:
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30 -moo • _ - II JJ ? ....w. 'w'. ? ..??-? ? ? ' + .W-.?ul,• -w? ?,
-.w-
3979 3
- Terrapin Wit °r
ier
I1??? ??i ?•= ri ?- Ruins
oke • - " -- .... 3 /:?,. ..w - -+w• • _
Foul
? .Creek ?:' ?,,?; ? ... .,....?. _ .,,.: -w•?.x?

Showing general installation of silt screen.
36" silt screen
spoil
1 foot-buried
?. ..?<:
soil base
APR 0 9 1992

•

r` O t -L II c
J_ r'
I.,e,-:,d I/1tc11
Rock Filter
22'
Rock Basin
Existing Ditch -
Drainwag at Sta. S -- Use enisting structure, add Rock Basin
and Rock filter.
APR 0 9 1ffl"?

•

I of to Sc?.le

Pipe Installation belve-en S 12 & S1 3
T
18

crush &

Install 15 steel cult'.

bottom gradcr
2:1 slope
shoulder
28
Rocked catch Basin e
Silt Sr?p pn ' Rip Rap Weir ?- Silt Screen
/Swale lead off
1
(
1
r ttachment No. 3
C l Ap S, \ ? ti k 71_--
APR 0 9 1992
f ?
Tot- to scale

60'
Center Line 30' r
40'

30. 20'
15
18, 3.1
•,: /? ,•? ? ?'% ?/ _. •:? .•/i/?////.•.Y,•, iii . ? _,,i i.•,•.;•. /?/•
Cross Section of New Grader Road Construction
Beginning at S 10 through Station 25
with exception of area at S21A and pt. Q.
(Refer to attachments No. 4 & 5.
Running surfaced rocked. 18 ft. wide
and 4 inches deep where sections- of
clay may creElte rutting during wet
periods-to be determined by Landowner
after road bed. h.,'..s been developed.
pQ n a
i:!..ttE.cement 1':o. 4

•
Sketch showing installation of 48" arch culvert to be installed
at Station 21 A --Road bed to maintain 28' width at station.
Silt Fence down stream
S21 :.;.:..
Class B ? Riprap S22
grader ditch tiftif. .f.f.ftif
....:......................................
.r. 2:1 slope
No. 57 Rock Check Dam
.tie- Stone'
grader ditch - ? ...
Class B Riprap
Silt 'Fence
Culvert Design for 10 year 124 hour storm
using Rational Method = 6 in.;3rea =180 ac.
= 45.4 c.f.s. for .5 ft. of head.
40'
PROFILE APR 0 9 1992
1'. tt&chrnent No. 5
down stream T
48' Arch Culvert (coated Steel)
58' span
36' rise 28' ,
c Nn. S7
k

Point "Q" is located between Sta. 22 and =tra. 23 at a point where the
old existing road bed had created a small darn, holding water- in a guru wet-
land -- To entrap this water- and to maintain it's present level a 12"
pipe drip shrill be installed benath the new road fill with it's intake
end positioned at the high water mark.
High water mark to control
elevation of intake can pipe-drop.
natural slo e
we#larrr silt fence -?' this end elevated 4"
above level.
2-1
silt fence
..-:'' i i?r.r : ;fff. :::%. r •'
vrater ,?',.•• ff'/ . 24" fr,J. ? ?- -
12" cvuiver.t rip rap
'?!'f'?f, r. '•.• •? r ;= is .':''? r;%J `? . r;::: ••..:: .: -:
.•'?.: ' off . •!f/': 'r•{f,.:ff .. .. ... : J: f'' .: •. i.'i? f ` fii !.:: ? f-f. f,•.:•.•.
welded Welbo-:v
Drainage Structure -it Point "4„
Attachment 6
APR 0 9 199

•

Cross Section of a Section along shore lf.ne.
Hight of soil bank along Sound shore will very
from 8 ft. to approximately 20 ft. above paean
water level.
Designed slope - 5 1.
- ..
s: -rut:
silt screen
:.
. point of cut
cut 4' above mean waterline.
i- derciz mean water-
u:ta:be;:<grdd°::x.ioo
- line.

Attachment 9
APR 0 9 199'

w

I
Shore Line Excavation
Not all sections along the shore line will
require extensive removel of steep banks. Lots
1, 2 and 3 will primarily require stumping and
grading only. Lots ¢, 59 69 79 81 9, and parts
of 10 and 11 will require removel of the steep
bank from ¢0 to 60 feet northwardly to acheive
a 5 to 1 slope. It will probably be necessary
to remove some of the bank along lots 12 through
15 but with much less severity as lots ¢ through
12. This section can primarily be stumped and
graded. to acheive the desired slope.
Upon the completion.of each section or
lot the graded area will be.f ertilized and seed-
ed according to the attached prescription by the
S.C.S. office.
The silt fence will be established and
maintained along and just above the high water
mark for the entire length of the disturbance.
(Attachment 9A)

Profile of Culvert and Drain Swales
Location -Culvert "88"- Swale 13-1 to 8-2
( Not to Scale)
Profile View
eley._ 1 1 .2' elev. 11.01
dissipartor Mean Sound level
sediment pond :: excelsior ma
18' culv.:; ........ .:.... elev. 0.0'
• :' • .:::.. ? elev. 4.0.
?v
elev. 3.0
Class B Riprap Cross Section View
18 culvert check dam
flow flow
bottom of down stream swale
check dam dissipator
fabric liner --'' Note Attachment 9E for detail spects for dissipat or
Note : All road sholders and grader ditches
Overhead View to be seeded to S.C.S. Standards.
Class "B" riprap check dams
18" culvert ( Temporary until grass is mature)
Cam- Grader ditch

flow
excelsior mat
grader ditches
3:1 slope
18' 30' 40'
APR 0 9 1992
Attachment 9-B
A ? r' ` tai q 1--
C

Profile of Culvert and Drain Swales
Location - Culvert "AA" - Swale A-! to A-2
( Not to Scale)
Profile View
elev. 12.0' elev. 1 1 .8'
dissipartor
excelsior mat
18' cult'. ?ni N ..•-.. --`
Mean Sound level
sediment pond elev. 0.0'
Y elev.6.0'
T 44 elev. 5.0'
Class B Riprap Cross Section View
18" culvert check dam
flow flow
s.•+ ,ti.ti•ti.
bottom of down stream swale
check dam dissipator
fabric liner --'` Note Attachment 9E for detail spects for dissipat or
Note : All road sholders and grader ditches
Overhead View to be seeded to S.C.S. Standards.
Class "B" riprap check dams
18" culvert ( Temporary until grass is mature)
CY.WZ -- Grader ditch
grader ditches
3:1 slope
18' 30' 40'
excelsior mat
AttF,chment-9C
NPR 0 9 I

Cross Section Of Swale
Points -- A-1 to A-2
C-
• •y 7.5'
:.bra»? f„S:'? f, '• ..- +r-
- Swale to follow existing contours from Sta. - A-1 to A=2
- Wet'Ted Perimeter + 15.3'/f t.
- Length of Swale- 230'+
- Slope -- .03
- I = 1.7"/Hr./2 yk. storm
-C = .40
- A= above culvert - 5.2 ac. APR 0 9 1992
below culvert - 4.5 ac.
- Q = 6.65
- V= 7.03 c.fas.

ttra chnent - 91) (A-1 to A-2)
r

Cross Section Of Swale
Points -- B-1 to B-2
r?
v ?1_('.iY ??ll.???.Z'•
••?1. -I?ti'r?? ?•} - Tea.
- Swale to follow existing contours from Sta. - B-1 to B-2
- Wetfed Perimeter + 15.37f t.
- Length of Swale- 300 1
- Slope - .027
- I = 1.7"1 Hr.12 yr. storm
-C= .4Q
A= above culvert - 4.2 ac.
below culvert - 2.9 ac. APR 0 9 1992'
Q = 4.83
- V 6.47 c.f.s. 1? ?? `lyr1?
l4.ttachment - 91"(3-1 to B-2)
•
Dissipator Detail
(Location at A-1 & B-1)
Dissipator to be lined with tare resistant fabric and then hand
place Class "B" size ri prap a minimum of two stones deep,
stones should not be smaller than 6"x6"x 10" (14 lb.) to prevent
lifting by water through culvert.
,•.?,.: ;; Minimum size of dissipator will be 6 ft. x
6 ft. and a minimum of 3 ft. deep measured
!.11!ij?• 1111 from the invert of the culvert.
18" culvert •
3 ft..min..
N. Flow
tap dissipater wall
' ?tirti ?ti ?ti
•r
r• tir• rti• Fabric underlayment
tir•• r• ti. 'f?•
•ti•
Greder ditch f 1 ow
j s Excelsior Mat
TMM
Culvert •ti ti f, : ;• :tit,, `:;:???.-.,.
?• :mad„
Inside of Dissipator ?• FIow
Depth 3 Ft. below l• ;?'; : ?;:ti!•°1'
bottom culvert. r• L; :pc•5r4•`rri}i"`?'•?•
rti? ..Bogging O-f Swale
6 f t.
Attachment 9E
APR 0 9 VV
r

Sediment Pond
Elevation of dam to be a minimum of one foot above mean ground
elevation at point of location
ge?in excavation of pond 10 'north (abawp)
high water mark.
elev. dam 6.0' 16' elev.:: .p+
mean ave. wbte•r love-1 in
sound. Elev. 0.00 No. 57 Size Stone for filter.
class B riprap ,/---
water level ,
No. 57 filter stone to be .,?.,
planed 12" thiok.
PROFILE VIEW
.A
Sound No. 57 Stone for filter
__ _:l • ?; .. ?-:'.."::fix.
shore line •? Glass B riprap dam & filter
mean ave. water
level in sound - 0.00' TOP VIEW
( All elevations are referenced to 0.00')
ntt&chrnent 9F (1_-2)
APR 0919
flow
elev. 5.0
q AA?;k0g1--
.t'
Sediment Pond
(B-2)
Elevation of dam to be a minimum of one foot above mean ground
elevation at point of location
Begin excavation of pond 10 'north (above)
high watcsr mark.
elev. dam .0' 16'
mean ave. water level in \
sound. Elev. 0.00
class B riprap
stone for filter.
ti water level
:: 4
.... ........... :::: 57 f'lt t t b /%': ": ,; ?. •:
elev. 3.0'
U. er Z, one a e
planed 12" thick.
PROFILE VIEW
16'
Sound. ==} No. 57 stme for filter
flow
;:?__... ... 10.
. ..... •?. .d. ••K. . - ....... ?'? -- shore line
Class B riprap darfi & filter
mean ave. water
level in sound - 0.00' TOP VIEW
( All elevations are referenced to 0.00')
l:ttF.chment 9. (13-2)
APR 0 %0j
96 luawg3Qlll7

-uaeaalsumop lew to luawooeid buLmous allload
'..9 ?.JaAwo o}
lxau }ew jo a6pa A.ine
top
ao#edLssip le deadia jo aol
ma1j 3339W
'U0118(1B1sul leua of
aol.ad uoildlaosa.ad peas sseaS V 'zl-A8J p8pu8wwO38a aosld
?`'?+?-•??••/.? r. ??•.?!-rim.'{ . ? <,
`ice-` • ?"?"?`1+?1' qy T?
taox3 r =•
deW JO LS
1 1• T. r.{
jj Y 1 1I -?
•TT. ? •? ?•? 1 /?
ul 9 ;o wnualulua a leua •oxa de[aaAp

r;;. sat elS

trry.i' ,
de1aaAO 'Ul 9 _
rS l S, Z.
laede „ 7I jo •nulua paoeds - saidels „ o
•sUl6u81 'll 9l - @P!M .r9t7 - 5Ut11eW aots[8ox3
adols J :C3 qj?m •lj c3-1 aIgms ,to UldaO •7,-9 of i -9 pug -'d of t -b
sa iems ul 6uilleW aotstaax3 to luawaaeld bulmous uoiloaS ssoa-I
F
LAND
MIN
16'
N wf,.
SHORE LINE --15- BOAT RAMP DETAIL
4.0'
17' 0" . :.25
42' 0°
I4"x4'x8' sand shield:
:Concrete Ramp
Sound
ace past 4' apart
?4' loading pei r
NOTE: Do not excVavate bottom
position concrete slab on exist-
i ng bottom after the two stumpi
?ZW tN N have been removed.
re line, 296..
_.4
OVER HEAD VIEW OF BOAT RAMP
24' - deck p
down
waterline mean water line
w
elev. 0.00'
past driven into ::concrete slab
ground ..................
ha u sand sheild (9re7h?
WATER SIDE VIEW OF BOAT LANDING
slope = .1 O Profile View (9?'°j")
sand sheild 3!4"x4'x8'
down treated pl ywood
18 ?. -29' 6" b
1
canc. slab
wa#er line
elev. 1 0'05.
'APR 0 ??? -? bottom

View of Access & Turn Around Area
For Boat Ramp
Not-to Scale
Cor. pipe 5-A
elev. 15.3'
?w
.,K..
N574926E
.,- ..::. ,. ? ?. • 146.26.
Metal Pipe
^ End silt fence
Class B riprap = ` : _; :,''• .-. `•`._• ;_::.' " - w N 40 W 57' :
temp. check dam 20.
..RR" 20'
Wetland
:s Boundary
w
S 50 E ..R..,`
Grass N 18 30 W
230' C+-) Grass
.r`
Swale`
Turn. Area
"IN
......
Lot 15 (No. 57 Stone):':*:** Flaw "•, '"
N 1 30 W f 40'
Class 8 riprap
temp. check dam S 64 W 54'
Shollow ??^ lJ . • w ^
Swale- Silt^ Fence
silt fence check dam ;'KK ^ w w shore lin -
7'f - -
^ - *'* pier
'-' Albemarle Sound
- - - 0.00' elev. mean water level
APR 09 199 C?
``??

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO August 24, 1992
Regulatory Branch L5 M
Action ID. 199202168 and State Permit No. 78-92
Mr. Joseph B. Davenport SEP -
702 Winwood Drive
Windsor, North Carolina 27983 WAWEIIANDS GROUP
Dear Mr. Davenport:
Reference your application for a Department of the Army permit to
construct a boatramp facility with pier and jetty on Albemarle Sound,
Batchelor Bay, Merry Hill, Bertie County, North Carolina.
Your proposal has been reviewed and found to be consistent with the
provisions and objectives of general permit No. CESAW-C080-N-000-0291.
Therefore, you may commence construction activity in strict accordance with
applicable State authorization and the enclosed plan. Failure to comply with
the State authorization or conditions of the general permit could result in
civil and/or administrative penalties.
If any change in your work is required because of unforeseen or altered
conditions or for any other reason, plans revised to show the change must be
sent promptly to this office and the North Carolina Division of Coastal
Management prior to performing any such change or alteration. Such action is
necessary as revised plans must be reviewed and the authorization modified.
Questions or comments may be addressed to Ms. Laura Fogo, Washington Field
office, telephone [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Enclosure

r '.
Copies Furnished with enclosure:
Director, Atlantic Marine Center
National Ocean Service
ATTN: MOA 232X1
439 West York Street
Norfolk, Virginia 23510-1114
John Dorney
Water Quality Section
Division of Environmental
Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
U.S. Environmental Protection
Agency - Region IV
Wetlands Regulatory Unit
345 Courtland Street, N.E.
Atlanta, Georgia 30365
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
-2-
Ms. L. K. (Mike) Gantt
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Larry Hardy
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516
Mr. Terry Moore
Washington Regional Office
North Carolina Division of
Coastal Management
Post Office Box 1507
Washington, North Carolina 27889

ORIGINAL
PLANS
U
Action I.D. f T 5 ;, a a = !? $
4
3994
20-
0
%
'20
20
31M
30 22
Foul
lop
3982
in I
jj 0-,
127
3981
S
5713011
Foul Area
.......... ...
20
Ak.-
80
z.
10
Foul Area
30
3
3979
Terrapin Poi*6t
5,
5
3
oke -
... . ...........
ding-
....... ................. .....
LU
1 -A
(.?.tt.?Chment
w"
Foul

Showing general installation of silt screen.
J6" silt screen
spoil
1 foot-buried
soil base
APR 0 9 1992

_ 1;ot to ;.,,,.le
Pip a Install at ion betwre*n S 12 & S 13
bottom gradcr
2 :1 slope
-shoulder
28
Silt Gw? eh
y
Rocked catch Basin
Rip Rap Weir t- Silt Screen
f Swale lead off
C r?

_tte'.chm.ent .'.o. 3

APR 09 199T.

Not. to sc".le

:.a.
".:;. Center Line
.

4 0'
t 30' 20'

:'^?L•.:.;.? ,,.
X3:1 .,.; .. ;' .?::..,.., '/,.,. •,, , ,
.

Cross Section of New Grader Road Construction
Beginning at- S 10 through Station 25
with exception of area at S21A and pt. Q.
(Refer to attachments No. 4 & 5.
.cunning surfaced rocket?. 18 ft. wide
and 4 inches cee-p where sections of
clFy mey crez to rutting during wet
periods-to be determined by Landowner
after road bed has been developed.
ADO no I992'
i:ttz•cement E.o. 4 j?
o1 f A?V.? ?yz'
Sketch showing installation of 48" arch culvert to be installed
at Station 21 A --Road bed to maintain 28' width at station.
Silt Fence down stream
S21 ::.;.:..
Class 8 ?- Riprap s22
ti 1f. .t.f.ry
grbder ditch r
18 Ft.
..............................
2 :1 slope
.......... a;"
No. 57 Rock Check Dam
Stone
grader ditch •.. ...
Class B Riprap
Silt 'Fence
Culvert Design for 10 year /24 hour storm
using Rational Method = 6 in.;area =180 ac.
= 45.4 c.f.s. for .5 ft. of head.
48' Arch Culvert (coated Steel)
58' span
36' rise 28' ,
No. 57
rock
..,.,,,;....,,: ?-,,,;:• ; .i....:. ?..... ti• rock basin
r•
NIL!
40' down stream -?j
PROFILE APR 0 9 1992
ttz chment I:O. 5
V.
Point "Q" is located between Sta. 22 and t tra. 2= at a point where the
old existing road bed had crested a small dam holding water in a gum %,/et-
land -- To entrap this water and to maintain it's present level a 12"
pipe - drop will be installed benath the new road fill with it's intake
end positioned at the high water mark.
High water mark to control
elevation of intake on pipe-drop.
It 01
na#ural sla e 2e'
1 ^ _H
V
wetlara silt fence this end elevated 4-
r•, ..:?...._...,.,r_.,r_..above level.
22
=• silt fence
;.i!•::. rip rap
• _? _? 1 evulvert - Iz
•:! i? lilJ. :•ii%i%J/i?? ••••;/,.. cfl'f•f- ' /?'?i .'i?. li ?:': .:`; ?/• : :i ??r: /,•?
welded 90 elbow
Drainage Structure -it Point "Q".
Attachment 6
APR 0 9 1992
`l A ? I.\ ?q q 2,

Cross Section of a Section along shore line.
Hight of soil bank along Sound shore will very
from 8 ft. to approximately 20 ft. above mean
water level.
Designed slope - 5 ?•
b
silt screen
ercut:'::o':el.iaii:rrae teipor
a
rur: af97.
R
Attachment 9
point of cut
cutl 41above mean waterline.

mean water-
line
APR 0 9 1992

, 41$
Shore Line Excavation
Not all sections along the shore line will
require extensive removel of steep banks. Lots
1, 2 and 3 will primarily require stumping and
grading only. Lots 4, 5, 6, 7, 8, 9, and parts
of 10 and 1T. will require removel of the steep
bank from 40 to 60 feet northwardly to acheive
a 5 to 1 slope. It will probably be necessary
to remove some of the bznk along lots 12 through
15 but with much less severity as lots 4 through
12. This section can primarily be stumped and
graded to acheive the desired slope.
Upon the completion of each section or
lot the graded area will be fertilized and seed-
ed according to the attached prescription by the
S.C.S. office.
The silt fence will be established and
maintained along and just above the high water
mark for the entire length of the disturbance.
(Attachment 9A)

Profile of Culvert and Drain Swales
Location -Culvert -Swale 8-1 to 6-2
( Not to Scale)
Profile View
ele 11.2' elev. 11.0'
dissipartor
excelsior mat
18' culv.:i:i ny.....
Mean Sound level
sediment pond elev. 0.0'
elev. 4.0
elev. 3.0
Cross Section View
Class B Riprap check dam
18" culvert
},:,? `.fir' •...•. ...,.
flow flow
bottom of down stream swale
check dam dissipator
fabric liner Note Attachment 9E for detail spects for dissipat or

excelsior mat
APR 0 9 1992
1.tte chment 9-B
Note : All road sholders and Grader ditches
Overhead View to be seeded to S.C.S. Standards.
Class "B" riprap check dams
18 culvert (Temporary until grass is mature)
Grader ditch
grader ditches
3:1 slope
18' 30'
40'
• •road bed
1
6k A, ,.\ 02--
s
Profile of Culvert and Drain Swal es
Location - Culvert "AA" - Swale A-! to A-2
( Not to Scale)
Profile View
ele 12.0' elev. 11.8'
dissipartor
excelsior mat
18 culv.i• N
Mean Sound level
sediment pond elev. 0.0'
elev. 6.0'
elev.5.0'
Class B Riprap Cross Section View
18" culvert check dam
flow flow
bottom of down stream Swale
check dam dissipator
fabric liner Note Attachment 9E for detail spects for dissipat or
Note : All road sholders and grader ditches
Overhead View to be seeded to S.C.S. Standards.
Class "B" riprap check dams
18" culvert ( Temporary until grass is mature)
c 4;? Grader ditch
grader ditches
3:1 slope
18' 30' 40'
excelsior mat
jittzchmcnt-9C
APR g g W
l Arf?,.\ kgkL

Cross Section Of Swale
Points -- A-1 to A-2

7.5'
?..Y. ?iwR•' •• • IY .Y•J ?
- Swale to follow existing contours from Sta. - A-1 to A=2
- Wet'Ted Perimeter + 15.3'/f t.
- Length of Swale- 230'+
-Slope - .03
-• I = 1.7'/Hr.12 yt. storm
-C=.40
- A= above culvert - 5.2 ac. APR 0 9 1992*
below culvert - 4.5 ac
- Q = 6.65
- V= 7.03 c.f.s.

litta.chment - 9D (A-1 to A-2)

Cross Section Of Swale
Points -- B-1 to B-2

Y 7.5' S: , .

- Swale to follow existing contours from Sta. - B-1 to B-2
- Wetted Perimeter + 15.3'/f t.
- Length of Swale- 3001 +
- Slope - .027
- I = 1.7'tHr.l2 yr. storm
-?-.40
- A= above culvert - 4.2 ac.
below culvert - 2.9 <<c. APR 0 9 1992
Q = 4.83
- V= 6.47 c.f.s. C? IR
rttachnent - 91.)(3-1 to B-2)

Dissipator Detail
(Location at A-1 & !?-1 )
Dissipator to be lined with tare resistant fabric and then hand
place Class "B" size riprap a minimum of two stones deep,
stones should not be smaller than 6"x6"x 10" (14 lb.) to prevent
lifting by water through culvert.
Minimum size of dissipator will be 6 ft. x
6 ft. and a minimum of 3 ft. deep measured
from the invert of the culvert.
19" culvert
3 ft. min.-
F1 o?I:i•11?? ?
w
tap dissipator wall V;?"
of
Fabric underlayment
Greder ditch flow
J rti. ?.? tirti• tiff ??f;. f• ::7 n??
Excelsior Mat
Cult'(6rt ti . f• ??;,r, .ti; .;,? . .
Inside of Dissipator ,?`} Flow
.of
%
`?;:?!:; .
Depth 3 Ft. below f •
bottom culvert. b.;. V. '
f;? Bogging of SWA16
6 f t.
Attachment 9E
APR 0 9' IM
w '.

.r
Sediment Pond
Elevation of dam to be a minimum of one foot above mean ground
elevation at point of location
Begin excavation of pond 10 ' north (above)
high water mark.
elev. darn 6.01 16, elev.
mm ave. waite-r love-1 in
Sund. Elev. 0.00 class B riprap ti No. 57 size stone fair filter.
water level
No. 57 filter stone to be '' :':,,;.,?..,•
planed 12" thick.
PROFILE VIEW
`?0'1
l
Sound• ==} No. 57 stomp for filter
flow
10.
-_ ?; - - - - elea.5.0
r -'
R shore. ling •? Class B riprap dam & filter
mean ave. water
level in sound - 0.00' 70P VIEW
( All elevations are referenced to 0.00')
Attz chment OF (1_-2 )
APR 0 9 1992

.r
Sediment Pond
(B-2)
Elevation of dam to be a minimum of one foot above mean ground
elevation at point of location
Begin excavation of pond 10 'north (above)
high wratar mark.
elev. dam 4.0' 16, elev. 3
pan ave. wbt#•r level in
und. Elev. 0-.00 \ I No. 57 size stone far filtt6r. I
class B riprap water level
No. 57 filte-r stone to be
planed 12" thick.
PROFILE VIEW
Sound :a No. 57 jtan# for filter
short lint
• Class B riprap dam & filter
mean ave. water
level in sound - 0.00' 70P VIEW
( All elevations are referenced to 0.00')
r:ttFchr.;ent 91 (B-2)
Or
flow
elec. 3.0'
"APR 0 9 I,?r,

Cross Section showing placement of Excelsior Matting in Swal es
A-1 to A-2 and 8-1 to 8-2. Depth of swale 1.5 ft. with 5:1 slope.
Excelsior Matting - 48" wide - 16 ft. lengths.
6 " staples - spaced minu. of 14" apart.
7.5' 1 5'
- 6 in. overla
Staples

• 14"
Overlap exc. mat a minimum of 6 in.
.i4f, t
Excelsior Map
u?•
Place recommended Fertz. & Grass seed prescription prior
to mat installation.
Flow
Toe of Riprap at dissipator.
` m
.!'/?•"?'\'r:?l•. .:C- : ??'???' . ice' ;l :?
Bury edge of mat next
to culvert 6".
Profile showing placement of mat downstream.
'APR 0 9 1292

?r w{.
SHORE LINE -? BOAT RAMP DETAIL
.AND 4.0'
N11 NN NN
- - -- --------------
25' :=:' '=::::' :::'::::':•
17 0"
nd
ou
S
4 0"
Ramp...
rete
one
C
.:r:::::: space
nd shield: post 4' apart
:3I4"x4'x8'sa::•.: ::.::: •:::^;' ::::::::::::::::::::::
NOTE: Do not excvavate bottom
4' loading pei r position concrete slab on exist-
i ng bottom after the two stump:
have been removed.
?:re line 29' 6"
OVER HEAD VIEW OF BOAT RAMP
1 24' - H
? 0 deck A
down ywL
weterl i ne :16' mean water line
Y elev. 0.00'
post driven into :concrete slab
ground
sand sheild (9rein
MATER SIDE VIEW OF BOAT LANDING
slope = .10 _
down
18
1
conc. slab
Profile View (9 r'•1 ")
sand sheild 3J4"x4'x8'
treated pl ywood
6" b I I
ki VJ L.
water line
elev. 0.00'
-1.5'
'A nn n n @,,.
I hnttnm
7
View of Access & Turn Around Area
For Boat Ramp
Not to Scale
- Cor. pipe 5-A
elev. 15.3-
N 57 49 26 E
14626'
" - Metal Pipe
-" • " " " End silt fence
Class B riprap ;,{: ".; ,::_.:;: ' '.`•' `•'_:_;..' " N 40 W 57'
.,;.
temp. check dam 20' :.--
'?
20'
Wetland
60:: 1 Bounder
- - = y
S 50 E ." .RNA:. ? . •" .
Grass N 18 30 W
+- Grass
230 C ) 40' .:
•• ??••
Swale' ;;: ?:;::::? .. ' .." • , :. • : ::
.:Turn. Area ?:-
:€''
L8t 1 (No. 57 Stone)
" Flow N 1 30 W 40': '
Class B riprap •""
temp. check dam S 6 4'
% ?7???
Shollow
Swale Silt Fence
101
silt fence check dam:.. „KK„ shore lin -
afn ?., pier
- - •t-??' Albemarle Sound
- - 0.00' elev. mean water level
APR 0 9 1992 91 rA t, ``14 ti

`
-
-``
V
r>
3
v
~
N 3 c
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--
t

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t (?
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a
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>11

C.7
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a
T,.?E? -3
61{{?/? N.C..G.3. Station "TouyA"
,K fi
N- 614•?63.37
E-P66 ?3/7.Gt3
40
?PC p ?
S2-P.K..// S3 r
nail ?0 S/
.--
A6
?.G• /? s3
N91 °?3'49 "E - e/4.03'
N. C. G. S. 5/171/0,7 'See" S4
N - 8/3283.5/
E - 2666030.64 S 67 0?9'26 "E - 340.73'
S-4
\ M
lie
Q '
??? o yrO' .\\
taco/ion /n:

S62°/?'44"E- 640.30' NC A.
f7 arid
E7now N. Cooper a Others N•
Cooper Heirs L 47,7d
s6 "O/d WMSt07 Form"
NOTE: -From SID. S/OJ /o 5/0. /O is 010/7g
/?'.O. W • 60' the f of the existi.70 woods rood; from
S77°46'44"E- 416.90' 5/0 to S/B/s 010:7g the south edge of
the lie /01 -
-Visloace through Ceoper.1 ands - 3,96?. ;,?.; .'I.
ST - Gis/? : s r /rro?; h Bond L ands - 2, /47.88 ft.
S9?°26'04"E - /67.76' "'
-At S21A 0 46x3B corrugated tooted
Se Ste e/ pipe- arch Will be pas///0/7910' in
S7600334"E- -the branch.
59 - At 0047/ "0" o /2 !?. p/pe -drop will be
prescribed to rejoin enlroped water
/n the we//and.
N77 055'16 "E - 426. /6'
5/0
•xitlinp food
s//lp NORTH CAROLINA._d&jjJUn jpj1 COUNTY
sw to 519 1 JL.NDIAgY P? BLIC OF THE COUNTY A49 STATE AFORESAID. CERTIFY THAT
' C /?!i!K?. ?t-Q-WVA REGISTERED LA!.D SUmjEYOR. PERSONALLY APPEAREO BEFORE ME
S49 °37 :?9 "E - 93.66' S/Z ; `N\' THIS DAY AND ACKNOWLEDGED THE L(ECUTION ?F THE OREGOING INSTRUMENT. WITNESS MY
9 " E - as. 42 HAND AND OFFICAL SEAL. THIS ZZOAY OF n Gi _ ?g?
N97°27'/3 "E so. /?' I.099.63' UBLIC ?
T 6 MY COMMISION EXPIRES' 2/9
¢/93
1V90 °O/ :22 "E - /24.61' h {
N69°4222'E -Z?4.?.•l' s/4,0, 0? o? SANDRA C. BROWN
N?1°/1'/6"E- 913'26' S/1b• ?L?y 9 gSl NOTARY PUBLIC
,•,?, F/s/d ••• ptr ?Dd WASHINGTON COUNTY, N. C
5/6 Ea 0 My Commission Expires
ooQ 0dBy9 ACL-ESS R/GHT Oc- WAYAC/-FOSS
?O ( LANDS OF EM. V1A N. COOPER
' = ?? •s /e , COOPER /ASKEW HE/RS and ?OHN
W SOND B EMM. A N. COOPER Q•
N78 °09 26 "E-Z49. 6,', / BOND & COOPER/A SKEW HE/RS
S33°?9 34 "E do. /0'lrom %% s- AS GRANTED TO
S20 to sum Corner , Cornsr
•' ?; ?OSEPN S. S ?[/NE N! DAVENPORT
11 &71//"
i/o
I? s9s°2T 06' E• 266.91?' and ASSICAS anal ?AMES A. Q•
?i ?OA/1/ H. MCGEE a• ASS/GNS.
SOP/ The R/O/{-V Supports a
/ S/XTY Ft. (60) Width for it's
se/A
To1a/ L ength.
T'6"fit /4J.7'
,s
f ?4 -.
S?? P
0 L!
V T
r,
W. - 60' ?? S9?°917'46"E • B/4.06'
0 A1ER8Jy H11-1- C(2 NC
?0h7 W Hand ,; SC010 / in. 500 ft.
B-VV P;4471L
p
- ? - - . ? T ??,•, O' ?GO' /000'
b S23 L. Brown cerl/fy that /h/s mop
was, drown by me froman actual field
survey oa April 22` /TT?IITFF?//
?? N99°06'34'E' - 0'O B. T9' -? ?,? O //'•
iron P1P0
?? J • '•?+.
?p 7y? ?\ ? ? ?L /? V • w
\' ?SZ4 ` i v?`l?l i '•
0 L i 579 °43'09 "E - 207.32' -127o
8663 - P6 ?q•N'acbr?e„? ? J '. l?' . Jr,1•• •• \ .