20020805 Ver 1_COMPLETE FILE_20020520

'VJ AT? Michael F. Easley, Governor
GG
DA ?_
Mr. Demus L. Thompson
1613 Shackleford Street
Morehead City, NC 28557
Q William G. Ross Jr., Secretary
` North Carolina Department of Environment and Natural Resources
C
i Gregory J. Thorpe, Ph.D.
-1 Acting Director
,,^ C Division of Water Quality
May 31, 2002
SUBJECT:
Dear Mr. Thompson:
t5 9 U V
Ii IF.I _ 4
WAiR QUALITY SECTION
a.„......?..??. .?
Approval of 401 Water Quality and
Additional Conditions
DWQ Project # 020805
Carteret County
You have our approval, in accordance with the attached conditions (WQC # 3351) to conduct the following activity at
your property located at 205 Atlantic Beach Causeway, Atlantic Beach, Carteret County. This approval allows you to:
1). construct an extension of the existing bulkhead;
2). remove the boat ramp and and backfill with sand;
3). construct a seven slip docking facility.
This approval is only valid for the purpose and design that you described in your CAMA application dated February 2,
2002 received by the Division of Water Quality (DWQ). After reviewing your application, we have determined that this
activity is covered by General Water Quality Certification Number 3351. This Certification allows you to use your
CAMA Permit when it is issued by the NC Division of Coastal Management. Please keep in mind that there may be
additional Federal, State or Local regulations applicable to your project, such as (but not limited to) Sediment and Erosion
Control, Non-Discharge and Water Supply Watershed regulations and Coastal Stormwater. In addition, this approval will
expire when the accompanying CAMA Permit expires unless otherwise specified in the General Certification.
If you change or modify your project, you must notify the Division (DWQ) in writing and you may be required to
send us a new applcation for a new certification. If the property is sold, the new owner must be given a copy of the
Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this
project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H
.0506 (h). For this approval to be valid, you must follow the conditions listed in the attached certification and the
additional condition listed below:
1). Turbidity controls must be maintained throughout construction, so that turbidity does not exceed 25 NTUs
outside the project area;
2). The attached Certificate of Completion (COC) must be submitted to the Division upon final construction
of the site.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition conforming to Chapter
150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C.
276 1 1-7447. This certification and its conditions are final and binding unless you ask for a hearing.
Ex127 Cardinal Drive t., Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

Page Two
Mr. Demus L. Thompson
May 31, 2002
This letter completes the review of the DWQ Permit # 020805 under Section 401 of the Clean Water Act. If you have any
questions, please telephone Joanne Steenhuis or Rick Shiver at 910-395-3900.
Sincerely,

Gregory J. Thorpe, Ph.D.
Acting Director, Division of Water Qualitv
Attachment: GC # 3351 & COC
cc: Corps of Engineers Wilmington Field Office - Henry Wicker
WiRO- Joanne Steenhuis
401/Wetland Unit, Central Office - Cyndi Karoly
CAMA - Brad Shaver
Central Files
MEMORANDUM
TO: John Dorney Regional Contact: J. Steenhuis _
Non-Discharge Branch WQ Supervisor: R Shiver
Date: _
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Demus Thompson County Carteret
Project Number 02 0805 County2
Recvd From DCM Region Wilmington
Received Date 5/20/02 Recvd By Region
Project Type boatdock
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
LAMA Waters O YO N F--F25-36 -(8.5) SA HQW 30,503. 0.09 F--
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y O N Did you request more info? Q Y O N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? Q Y O N Recommendation: Q Issue O Issue/fond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
This office has o objection to the proJect as imposed.
The letter for certifcation #3351 was written 5/31/02
cc: Regional Office
Central Office Page Number 1
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Donna D. Moffitt, Director William G Ross Jr S to
, arse ry
May 15, 2002
® U805
,..e.......,_. W d E I I
U
u WETLANDS GROUP
Uf,UTV SECTION
MEMORANDUM:
TO: Mr. John R. Domey
Environmental Biological Supervisor
Division of Water Quality
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Demus L. Thompson
Project Location: Behind the Sound and Sea Realty Company at 205 Atlantic Beach Causeway,
Atlantic Beach, NC
Proposed Project: The applicant proposes to construct a seven slip docking facility and eliminate an
old boat ram behind his existing realty company in Atlantic Beach off the
Causeway.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
June 6, 2002. If you have any questions regarding the proposed project, please contact Brad Shaver at
[phone]. When appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
151-8 Hwy. 24, Hestron Plaza II, Morehead City, North Carolina 28557
Phone: [phone] FAX: [phone] Internet h4://dcm2.enr.state.nc.us
An Equal CPpcfturit,; 1 A;?rmative Adon STPlover - 50% Rec;c!ed 1 10°x, Post Consumer Paper
DCM % DWQ %
Development Type FEE 14300 1601 435100093 1625 6253 24300 1602 435100085 2341
1. Private, non-commercial
development that does not involve $250 100%($250) 0%($0)
the filling or excavation of any
wetlands or open water areas:
It. Public or commercial development
that does not involve the filling or
5400
100%($400)

0% ($0)
excavation of any wetlands or open
water areas:
III. For development that involves the
filling and/or excavation of up to 1
acre of wetlands and/or open water
areas, determine if A. B, C, or D
below applies:
III(A). For Private, non-commercial
development, If General water Quality $250 100%(S250) 0%($0)
Certification No.3301 (see attached)
can be applied:
III(B): For public or commercial
development, if General water Quality S400 100%(S400) 0%($0)
Certification No.3301 (see attached)
can be applied:
III(C). If General Water Quality
Certification No. 3301 (see attached)
could be applied, but DCM staff
determined that additional review and $400 60%($240) 40% ($160)
written DWQ concurrence is needed
because of concerns related to water
quality or aquatic life:
lll(D). If General Water Quality
Certification No. 3301 (see attached) $400 60%($240) 40%(S160)
can not be applied:
IV. For development that involves
the filling and/or excavation of more $475 60%($285) 40%(S190)
than one acre of wetlands and/or
open water areas:

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Demus L. Thompson
2. LOCATION OF PROJECT SITE: The proposed location of the dockage facility is
behind the Sound and Sea Realty company located at 205 Atlantic Beach Causeway in
Atlantic Beach, Carteret County.
Photo Index - 1995: 40-493 L,M 4 2000: 40-511 L 7
State Plane Coordinates - X: 2,678,800 Y: 354,600 Quad. Beaufort
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visits - 2/27/02
Was Applicant Present - YES
5. PROCESSING PROCEDURE: Application Received - May 13, 2002
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Atlantic Beach
Land Classification From LUP - Developed Commercial
(B) AEC(s) Involved: Public Trust Area, Estuarine Waters
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - Septic System.
Planned - N/A
(F) Type of Structures: Existing - Real Estate Office, Storage Building, Bulkhead
Planned - Bulkhead Extension, Commercial Dock
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DRF.DGFD FILLED QTHER
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands
(C) Other
Open Water Usurpation
3,264 ft2
(D) Total Area Disturbed: 4,029 ft2
(E) Primary Nursery Area: No
(F) Water Classification: SA HQW Open: No
8. PROJECT SUMMARY: The applicant proposes to construct a seven slip docking
facility and eliminate an old boat ramp behind his existing realty company in Atlantic Beach
off the Causeway.
FIELD INVESTIGATION REPORT:
THOMPSON / CARTERET COUNTY
PAGE #2
9. NARRATIVE DESCRIPTION:
Project Setting
The applicant owns property at 205 Atlantic Beach Causeway just north of the
intersection of Highway 58 (East Fort Macon Rd.) and the Atlantic Beach Causeway in
Atlantic Beach, Carteret County. The property in question is adjacent to a man-altered
bay/canal, which is ultimately tributary to Bogue Sound.
The applicant's property is 127' deep and 102' wide on the waterfront or
approximately one third of an acre. The tract's approximate elevation is 3' above mean high
water. Currently the land is occupied by the Sound and Sea Real Estate Company which
occupies a 1,230 ft2 building as well as a 128 ft2 storage building. There is an existing
bulkhead running the length of the property to an existing boat ramp on the north side of the
tract. There are no piers, tie poles or other structures waterward of the bulkhead. East of the
real estate office are 9 existing parking spaces along with the current boat ramp approach
running from the bulkhead uphill or east across the property. The area surrounding the office
is maintained with lawn grass where not currently paved. The applicant has had three previous
permit actions: (1) In 1978 a bulkhead and pier were permitted under a major permit (2) In
1985 a major permit was issued for upland fill and (3) In 1993 a bulkhead was permitted under
a general permit. As stated above the bulkhead remains intact but there no longer are any piers
behind the real estate office.
Sound and Sea Realty is adjacent to a man-altered bay on the west side of Atlantic
Beach Causeway. This bay/canal system is ultimately tributary to Bogue Sound and both
waterbodies are classified as SA HQW by the Division of Water Quality. The waters are
closed to shellfish harvesting and are not recognized as a nursery area. The water depth in the
project area is approximately 4' at the bulkhead and 7' at the proposed end of the finger piers
at mean high water with a tidal amplitude around 3'. The substrate in the project area is
primarily sand.
Project Description
The applicant is proposing to close off the existing boatramp with a new section of
bulkhead and then build a new seven slip docking facility. The docking facility will provide
rental spaces for interested parties. A new vinyl bulkhead will match the existing bulkhead on
the south side of the property and run 32' north to the neighboring bulkhead. The new
alignment will close off the existing ramp and run approximately 18" waterward of the
existing bulkhead on the north side of the property. The bulkhead will be filled with dried
dredge material from the canal system, which primarily consists of course sand. As stated
earlier the boatramp will be filled with the same substrate as the bulkhead and revegetated 15'
landward of the new bulkhead to match the existing lawn. The remainder of the concrete
approach will remain and be utilized as additional parking spaces.
The docking facility will consist of four finger piers running perpendicular to the
bulkhead with mooring pilings creating seven new slips. The finger piers are 2.5' wide and
will run 34' waterward of the bulkhead and will be flanked by four sets of pilings set 15'
apart. The docking structure will be complete with the proposed boardwalk partly
FIELD INVESTIGATION REPORT:
THOMPSON / CARTERET COUNTY
PAGE #3
canterlevered over the bulkhead. The boardwalk will run the width of the property (102') with
5.5' over the highground and 2' over the edge of the bulkhead. The 7.5' wide boardwalk
structure will serve as the loading and unloading area for the rental docks. Waivers are
required and have been secured since the boardwalk and docking facility runs property line to
property line. The seven proposed slips are proposed in line with the adjacent piers and will
not extend beyond the established pier head alignment along this shoreline. Finally, there are
no facilities (restroom, trash receptacles, gas pumps, etc.) proposed for the property.
Anticipated Impacts
The finger piers and mooring pilings will usurp 3,264 ft2 of public trust area while the
shore parallel boardwalk will shade 765 ft2 of highground. The finger piers, mooring pilings,
and the portion of the boardwalk over water will shade 524 ft2 of.public trust bottom. Short-
term turbidity would be expected through the installation of the new pilings yet long-term
turbidity would not be expected from the boat traffic due to adequate water depths and a sandy
substrate in the proposed facility location. Impact on navigation of the canal and to the boating
public should be negligible.
Brad E. Shaver - Morehead City Office - May 15, 2002
'Sfk
Form DCM :MP-1
APPLICATION

(To be completed by all applicants)

b.'- Uty, town, community or landmark
ATLAIV'77 c dC/•{, AI C
?S/?-
1. APPLICANT
c. Stre°- address ors ndary road number
S c, EACH e-c4 giE J
a. er: q
Landow
n
Dc- hiu 5 ?- • iN II/I pSO?
Name d. Is proposed work within city limits or planni:
i
di
i
?
N
-
y ct
on
Yes
o
jur
s
11
Address J613 ,SNRCKLE?Z>i2? ST e. Name of body of waer nearest project (e.g. rive
creek, sound, bay) '130905 SoaNa
City L ! State
zip 2-?3 S-7 Day Phone :-" v /_
Fax 7Z6-/Z 4<0 3. DESCRIPTION A--N-D PLkN-NED USE
OF PROPOSED PROJECT
b. Authorized Agent:
Name 12 cola..v J `D0Lg4S' a. List all development activities you propose (e.
building a home, motel, marina, bulkhead, pier, L
excavation and/or Ealing activities.
Address ? 13aK 3355 REPLACE D67912IoQQ1-60 sfAWA?-L- /NCLUr-
FO41 RAa,P RdN10y.4L 9 Ci«.1N.
City AT L4NTcc $E,-1CH State Nc- CoUSreucrloN of A16w SEVEN 13o.47-TLI
V6tr , . i?qE? DocCS ?ooa<rd4 ?iLrvgS
(Z52)
Zip 2-5517- Dav Phone 72ly ?? 91 b. Is the proposed a=viry maintenance of an exist:
project, new work, or both? 13o-n4
Fax 252 - 7Z6 -? 2-
c. Will the project be for public, private or commer!--
/?IvNC use? pl2r vATE
c. Project name (if any)
d. Give a brief description of purpose, use, methods
construction and daily operations of propos
project. If more space 1S needed, please aL 2
NOTE: Perrra: *0 be irrued in narne of lm?aawrser(sJ, and/or additional pages. sTcc . a •KC?
Prvjea name.
erg g q c .
9a wA,r C DO
U 0-67 O P TgA01 CAL 5!1`6k5Z- aDO.Q?

2. LOCATION OF PROPOSED F-ox PILE S6rT/Nq s?vy Co'wti e"(1
PROJECT GJoo D 6-001zt: C vl<wy --oo e- 3
X02 ?oCr< CoySTPvC7'io?.
a. County (IAR-7-Eff 7 -
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 174 x to Z '&J
b. Size of individual lot(s) 'AIA
c. Approximate elevation of tract above MHW or
NWL -+- 3 ' Wp w
d. Soil type(s) and texture(s) of tract
Ty,P1e_4L S??J?I?vty S'o?L
e. Vegetation on tract npic,4L. G-<lWq 1(2ASS
Man-made features now on tract Sfq et/4 `
dhlt? 30' xuZ'c.? 'f3o?cfliMA
g. What is the CAMA Land Use Plan land
classification of the site? (Co=ulr the io=t L-2 =e pi=.)
Conservation Transitional
Developed Community
Rural Other
h. How is the act zone,' . by local government?
&ac beAVI I uf, AfS?)
m. Describe existing wastewater treatment facilities.
SEPi i C- -T4 n//<
n. Describe location and type of discharges to Ovate-
of the state. (For example, surface runoff, sanitarl
wastewater, industriallcommercial eriluent, 'was"',
down' and residential discharges.)
'Dar STo P4A111
Sire F&C l'utJ CFF-?
o. Describe existing drinking water supply source.
Q f 'r-q GJA T 6 1r---
5. ADDITIONAL INFORM MON
In addition to the completed application form, th
following items must be submitted:
• A copy of the deed (with state application only) c
other instrument under which the applicant claims tit!
to the affected properties. If the applicant is n<
claiming to be the owner of said property, the
forward a copy of the deed or other instrument und,
which the owner claims title, plus wTitten permissic
from the owner to carry out the project.
i. Is the proposed project consistent with the applicable
zoning? __?L Yes No
(Attach =arcing canTlianoe =nifi=e, if appli=bla)
i.
Has a professional
done for the tract?
If yes, by whom?
archaeological assessment been
Yes X No
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X_ No
Are there wetlands on the site? Yes A No
Coastal (marsh) Other
If yes, has a delineation been conducted?
(Attach docsuneruation, if arx?ah e)
• An accurate, dated work plat ('Including plan vie
and cross-sectional drawings) drawn to scale in blac
ink on an 8 1R" by 1 V white paper. (Refer
Coastal Resources Commission Rule 71.0203 for
detailed description.)
Please note that original drawings are prefe:-red ai
only high quality copies will be ac::?ted. Blue-IL
prints or other larger plats are acceptable only if
adequate number of quality copies are provided 1
applicant. (Contact the U.S. Army Corps
Engine`rs regarding that agency's use of larg
drawings.) A site or location map is a part of p
requirements and it must be sufficiently detailed
guide agency personnel unfamiliar with the area to t
. Form DCM-MP-1
?. 1 3 ' U J'
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a dopy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name ?Jr44i 4M ?PQ 2 (?'-MA4/
Address 9,°.'30XQ190,Ar1_Auric 136AeN,41c
Phone 2-5 28s t 2-
Z-Z?f7 --
Name ,4MOk/ CAJ-fl
Address Va-b(, Oc-4,rA" 9A T%2 r u e
Phone 7eEEe4Q6,<,, 14L'L 294/0
?-74 - `f2,? - ° 8 `f `/
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
7 /V 1,4
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for proje= in
oceanfront and islet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (ti.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
r., - _..L 1:- A.. -..___. ___.

6. CERIMCATION'AN6 -PERIvIISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditio=
and restrictions contained in the permit.
I certify that to the best of my knowledge, the propose:.-
activity complies with the State of Noah C=lina's
approved Coastal Management Program and will be
conducted in a manner consistent with such prog-am.
I certify that I am authorized to grant, and do in fa.~,
grant permission to re^resentatives of state and fedora
review agencies to enter on the aforementioned lands in
connection with evaluating information relates to this
permit application and follow-up monitoring of the
project.
I further certify tha*_ the information provided in this
application-is truthful to the best of my knowledse.
2002
This is the 0 day of
DF-MQ5' L, THOWr-` Od
PrintNane I2'cH,4e0 L`DOL 18s
,
Signature _/!:z /,)AL??
r or Lh rZ_ A,
l
Please indicate atiac' ments perainin9 to you propose
project-
X DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and dare each arrach ent in th°
space protii.-:ed at the bosom of each form.
_._.l _....,....t „-,.. ,.c cc) A 4 nr 1? 1 I ner rnnv.
Form DCM-MP4
STRUCTURES.
1"
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major e. Mooring buoys NIA
Permit, Form DCM-MP-1. Be sure to complete all (1) Commercial -Community _ Private
other sections of the Joint Application which relate to (2) Number
this proposed project. (3) Description of buoy
(Color, inscription, size, anchor, etc.)
a. Dock(s) and/or Pier(s)
(1) X Commercial -Community _ Private
(2) Number 0/4 E
(3) Length /02 1 (4) Width of water body
(4) Width -7 X2 (5) Distance buoy(s) to be placed beyond
(5) Finger Piers < Yes No shoreline
(i) Number q
(ii) Length 32' f.
Mooring stricture (boatlift mooring piling etc.)
(iii) Width 2%2.? (1) _)L Commercial -Community _ Private
(6) Platform(s) Yes _?. No (2) Number Le
(i) Number (3) Length
(ii) Length (4) Width
(iii) Width
(i) Number of slips proposed SEVEN g. Other (Give ccrnpleu descr.prion)
(8) Proximity of struc:sre to adjacent riparian
property lines D - S'
(9) Width of water body 9001 +-
(10) Water depth at w•aterward end of.1pier at
M L W or h"WL 7' ,*" Lw T-71NI'fg po?Ks
b. Boathouse (including covered lifts) p A
(1) Commer c:al Private ?---
??Y11 ?ls ?• • ? NoY?'1P50
(2) Length
(3) Width A U t or Project Name
c. Groin (e.g. wood, sheetpiie, etc.) N?A Signa
(1) Number 1ad7?
(2) Length(s) I>ate
d. Breakwater (e.g, wood, slia-e-pile, etc.) N/a
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands
Form DCM-:•AP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM -1?9-1. Be sure to complete. all
other sections of the Joint Application that relate to this
proposed project.
Desc: ibe below the purpose of proposed excavation or
fiil activities. All values to be given in feet.
Average, Final
E3sdag Project
Laagb Width Deuth Death
Access
channel
(MLwj or (NWL)
Cana?
Boat
basin
Boa:
rarto
Rock
groin
Rock
brea,' ware.
aae;
(Exc;;:dng
snorz; nc
su• i=tian)

'a<>, aura.,,:.;:. .. ys•.
3.:•:y:
,...

;> tryt»> t

1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards &1(-) tilC
b. Type of material to be excavated N/4A-
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes No
d. Highground excavation in cubic yards
2. DISPOSAL OF EXCAVATED
NLATERLAL ?llQ
a. Location of disposal are:
b. Dimensions of disposal area N! 14
c. Do you claim title to disposal area?
Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes No
If yes, where?
e. Doer the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes No
f. Does the disposal include any area in the water?
Yes No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
I Y, Bulkhead Riprap
b. Leamb 22-
c. Average distance waterward of MHW or NWL .
d. Maximum distance w•aterward of MHW. or NWL
e. Shoreline erosion during preceding 12 months
M0Al --
(Source o(in(ormation)
f. Type of bulkhead or riprap material
INTEl4Lo CKIkt (W1UL Ie)ALL
TA'l6LS
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfiil s?Go eu. ??i2 s ,
h. Type of fill material
l?Ll i ,t'r(/2 C
i. Source of fill material _LOC',4LL?Z_ '-D1ZCk?pq
?. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes ._ No
If Yes,
(1) Amount of material to be placed in the
water
(2) Dimensions of fill ea
(3) Purpose of fill
b. Will fill material be placed in coastal wedands
(marsh), SAVs or other wedands?
Yes No
If Yes,
(1) Dimensions of fill area
(2) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled?
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredq=V?
,A0 rL1Ae) _ AN to
().,Z K: a&E T70/?Z 'DOCK C?o,al4T/.-
c. Will wetlands be crDssed in transporting equipment
to project site? Yes No
If yes, explain steps that will be takar to lessen
environmental impacts.
`'DEMv s: L , No«iPSOnq
Appk=t or ?roject Name ; -1
signature
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S?o6WA1. . _`-? ENT2AN CE
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A*rLANT t c 13EACk OA VSE WAY
ki Prudential
'Row
Prudential Premier Properties
Division of Sound 'n Sea Real Estate, Inc.
PO Box 1311, 205 Atlantic Beach Causeway
Atlantic Beach, NC 28512
Bus 252 726-1239 Fax [phone]
t19 e,Y 13 2002

TO WHOM IT MAY CONCERN
This is to advise that Dick Dolgas, owner of Mud Bucket Docks and Seawalls of Atlantic Beach will act as
my agent in the application process for boat slips behind my office at 205 Atlantic Beach Causeway,
Atlantic Beach, N.C.
Mr. Dolgas will be performing the work once the application process is complete and I have every
confidence in his ability to proceed on my behalf.
Should you have questions please do not hesitate to give me a call at 726-1239 work or 240-9977 cell.
Thank you,
Demus L. Thompson, GRI
REALTOR/Owner-Broker

0 An independently owned ird operated member of The Prudential Real Estate Affiliates, Ini
MAIL TO ...,.,..Pir. and Mrs. Demus Lee .Thompson, 413, N,.......Deal...Av.e.,..,....New.t.o.n.,....N......G'_....28658
(Name) (Street & Number) (City) (Stnte) (Zip)
big Peet Mad} this, 2Othday of .... May ........................... 1J...7...0... by and between..... Paul... A.....1K.n.i.Q.n...aud
his wife Willie Mae Kenton
.......................................................................................................................................... ................................................................................................
........................................................................................................................................................................................................................................
........................................ ..... ........ ........ ....... _......._. _......... .,_ of (;uilford County and State of North Carolina hereinafter
called Grantor, arid ...... Demus Lee Thompson .and. h.is _wife„Ellen.. Burke..Thomp.s.on ...............................
Catawba
..of?=3mX('.ourrty and State of North Crrrolilm, hereinafter called Grantee.
WITNESSETH: That the Grantor, for and in consideration of the suer of Ten Dollars and oLher good and valunble considera-
tions to him in hand paid by the Grantee, the receipt whereof is hereby acknowledged, hats given, granted, bargained, sold and
conveyed, and by these presents does give, grant, bargain, sell, convey and (Rrl[iJ ill 1'qt? he Grantee, his heirs and/or successors
....'I'ownship,33i{t?QDG}X County, North Carolina, described a$ ,
and assigns, premises in ................... ..... .More.he ad ............follows:
u:
On Atlantic Beach (opposite Morehead City) and BEGINNING at
a point in the center line of the highway and runs Northwardly
?lIII
__.,• with the center line of the highway 100 feet to a point marked
_ X; thence Westwardly 200 feet to an iron pipe in the water; thence
Southwardly 100 feet to P. L. Teague and wife, Florine C. Teague's
('j-) Northwest corner according to deed from Atlantic Beach, Inc.,
dated April 12, 1951, and recorded in Hook 135, page 75; thence
err with the Teague's North line Eastwardly and continuing beyond
%. their corner 100 feet, making a distance of 200 feet to the
• i, ; ,? BEGINNING; excepting from the above described tract of land, a
strip of land 100 feet in width, west of center line of the
highway extending from North to South, being the State of North
` Carolina Highway right-of-way.
This conveyance is made subject to easements and restrictions,
if any, imposed upon said property by former owners and property
} ""?• conveyed subject to lien of ad valorem taxes for the year 1970
and subsequent years.

` ?% Z ll
?nirn;r
li' eWabove land was conveyed to Grantor by ... Pi t.1..aTl . 1 C..B.e.aGh..,....lxlo.... See Hook No...133 Page.. 5:7.3 ..........
TO HAVE AND TO HOLD The above described premises, with all the appurtenances thereunto belonging, or in any wise apper-
taining, unto the Grantee, his heirs and/or successors and assigns forever.
And the Grantor covenants that he is seized of said premises in fee, and has the tight to convey the same ill fee simple; that said
premises are free from encumbrances (with the exceptions above stated, if any) ; and that he will warrant and defend the said title
to the same against the lawful claims of all persons whomsoever.
When reference is made to the Grantor or Grantee, the singular shall include the plural and the masculine shall include the femi-
nine or the neuter.
IN WITNESS WHEREOF, The Grantor has hereunto set his hand-and seal,tire clay and year first above written.
................................................................................................(SEAL) ?...V."r Cr, ??t?1i16- ....................... (SEAL)
....................................... SEALSEAL)
....
,w"`* (SI;AI,) (SEAL)
:hy?`i N` .r/.. ... .. ... (Sh;AT,) (SEAL,)
4'1'A'I'E (NOItl CAR(. .INA GUN'RlJN'I'F
H yt?% X0'(1`)
?y.h. ''rte ... ?.'....... ( at notary public of said county do
:;`tit . ` r,,, .4 ?'•:'?° ..... P ul A. ..K .enton and.. is wf.e..Will.ie ....Mae
...... .........
Vext.?by certify a that
Kenion _ Grantor,
`a its, 4 VA. r, w rsotudly appearcd before me this day and acknowledged It cutu)n of the foregoing deed. Witness
.: 11
? f 1) 70
`" ??? .•°'.i°ro (? y hat I and notarial seitl-stamp. 'I'bis ?o .. .. c' y o
`.t! f'}. 9..7..1. _. P? _'? ?t,ca•?_? Notary Public
.14iV:c??niYPi?S? t6xtAiresa,. ... ...... ..... ........ ... .. -r-?..... c.......... _ ..... ......
11?i?'%-S-Rll,`.. A' MP ST'A'T'I•; OF NOIt''II CAROLINA ---- GL11LhUIt 1) C(.)UN''1'
?:''$eA'.';S AMr S'-- -
1 . .............. _....__.................... ......................... .............. ....... .................... <t notary public of said county (lo
hereby certify that ...._....... ._....... .__........
........................................................................................
............ ............... (;r•antor•,
...................................................... ....... ......................
personally appeared before me this day and it(.knowledged the exet•Utioll of the foregoing (iced. Witness
my hand and notarial seal-stamp. This .. ...... day of 1J. .........
N1v commission exuires :................... ... ..... ....... ........ ....... ...... ......... Notary Public
STATE OF NORTH CAROLINA-GUILFORD COUNTY
The foregoing certificate.... of .................................... .. ...... .. .....................................
. ...............................:
SEA REAL ESTATE INC. / PRUDENTIAL PREMIER PROP.
CARTERET COUNTY TAX COLLECTOR
COURTHOUSE SQUARE
BEAUFORT NC 28516
RETURN SERVICE REQUESTED

I7gPL
CARTERET COUNTY TAX STATEMENT
IMPORTANT--PLEASE, READ
• It you have sold the real property assessed to you, please forward this tax notice
to the new owner.
• The current year's tax is due September I st and Must be paid by January 5th to
avoid legal action. Partial payments are accepted prior to the delinquent date.
Interest begins January 6th at a rate of 25 and increases by Y47, each month
thereafter. Delinquent taxes are subject to immediate levy. garnishment or
foreclosure. Unpaid taxes arc advertised in the name of the listing taxpayer as of
January Ist.
• Payments submitted by mail are deemed to be received as of the date of the U.S.
Postal Service postmark.
• A 10`,o penalty mill be charged for checks returned unpaid because of insufficient
funds. Tax receipts are null and void it payment is made with a check that is
returned unpaid by the bank.
• Duc to postage costs receipts will not be sent fur mail payments. Please retain your
cancelled check and top portion of statement as proof'of payment.
• During January each year, ou ner> are required to list wthccnsed vchiclcs, trucks,
trailers, motorcycles, boats and motors, mobile homes, aircraft and personal
property used in a trade or business. New construction to land and buildings within
the preceding year must be reported. Penalties apply when such listings are not made.
• Effective January I, 1991, licensed vehicles are "listed" for property tax purposes
when applying for license plates or registration at Division of Motor Vehicle
licensing agencies. Taxes on each vehicle arc billed individually with taxes due
on the first day of the fourth month following date of the registration expiration or
the date of the application for a new registration.

QA
IIIIIIIIIIIIIIl11 tIII11i1I111111IIIIIIIII111111111111111111111
14694 T65:107
THOMPSON,DEMUS L
NATIONAL SOUND N SEA REALTY
PO BOX 1311
ATLANTIC BEACH NC 28512-1311
YEAR ID NUMBER BILL NUMBER PARCEL NUMBER REAL VALUE
2001 0002226 0043902 637516945426000
-
- -- 254775
r PERSONAL VALUE - '
r- E: :'PTION TOTAL VALUE
L 2934 257709
LEGAL DESCRIPTION : I OT B 19 ATL BEACH ISLES
DESCRIPTION RATE AfMUNT'ASSESSED BALANCE DUE
COUNTY GENERAL .4400 1133.92 1133.92
G TAXES DUE
ITR ST BEGINS EGINti JANU ANU.I IARSTY'. 6TN
INTF"RF.ST
o

TOTAL DUE

133 .92
o PAY 11Y JANUARY STN ---
Tax Related Questions
Collections :[phone]
Land Records/GIS: [phone]
Valuation:
Real Estate: [phone]
Personal Property: [phone]
Business Personal: [phone]
Special District Assessments:
[phone]

DETACH AND RETAIN THIS PORTION FOR YOUR RECORDS.
----------------------------------------------------------------
? 'I
0

ADJACENT RIP:' RIAN PROPERTY OWNEF,. STATEMENT
I hereby certify t{ at I own propert adjacent to
r:)E6 s p r o p e r t y
located at on
(.,,?, IIlock, Road, ?'tc.)
-i oC(vF ?ovuo N.C.
(Water Body) (Town an i/car County) 8
He has described t- me as indicateci b,:low the development
he is proposing at t.h?it location and I have no objections
to his proposal. I understand that a 1,-E?r, pilings and
dredging must be se.-. hack a minumum distance of fifteen feet
(151) from my area of riparian access un'.ess waived by me.
I do not wish to waive that se--back requirement.
I do wish t:o yc,aive that setbac< requirement.
Description aid/or drawing of pr?osed development:
(To be filled i.i ')y individual prc.osing development.)
oF 46k) 9'10 >,to So.gi f.?>?K ANd F-ovg 2-'4o r>'o`
? n ' 1 I lti1J0^I/J 'p((,fN;15 ?iC?`rr:::,?? ?iC?'r SLl?S.
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ADJACENT RI P:' I I AN PROPF,R'FY OWNEf-. STATEMENT
-.ereby certify t it I own proper.t adjacent to
property
1oc s : d a t Zd S -A1 _L..4i4-7- /C -T,,4- A (I t- I ,? S'c5zj -- -- - - on
--- -- ( I33.oc k , Road , Lc . )
3nCJvE <'oorao N.c.
(Water Body) (To',,m 1113/0r County)
has described t, me as indicated b^low the development
he proposing at th?rt location and I have no objections
to `._s proposal. I understand that a „-c.r, pilings and
dre-' ing must be sec hack a minumum distance of fifteen feet
(1!
from my area of ripar) . .an access ur:'.ess waived by rne..
I do not wish to waive that setback r.cr(uireme,aly ((? ,
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Description aid/or drawing of. pr: > osed C,
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ADJACENT R f P:' RI AN PROPERTY OWNI;f•. STA`I'1 MENT
v
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ereby certify t :it I own propert adjacent to
C.JiJID
property
CI S/?'T ?C ?E??'LI ??_s'e=? G? on
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-- ' - - - - - -`? '`? -- - -- --
l o c at
•: , Block, Road, tc•)
'fin G tJt S'o C) L/ O
(Water Body) (Town an.I/or County) -
has described t-- me as indicated b,:low the development
he proposing at thrit- location and I have no objections
to `-s proposal. I under-stand that a i)--er, pilings and
dre -ing must be se-c back a minumum di-stance of fifteen feet
(1.' from my area of riparian access un'.ess waived by me.
I do not wi sh to waive that setback requireme,n?-
I do wish t.o y(,aive that setback requirement.
Description a-id/or drawing of pr: dosed development:
'To be filled i.i ')y individual prc -osing development.)
WO r i L' ?n.q i r.?c??r? ?N?? Fov L w T i?
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¦ Cumplete items 1, 2, and 3. Also complete
item 4 .if Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mailplece,
or on the front if space permits.
1. Article Addressed to:
tit LL ok(\ ?f IPgQ +=H ,f
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B? R c jved by( 90 Name) C. Date of Delivery
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D. Is delivery addrdss different from item 1? ? Yes
If YES, enter delivery address below: ? No

3. Service Type
U6 Certified Mail ? Express Mail
? Registered ? Return Receipt for Merchandise
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
2. Article Number
(Transfer from servicek 7001 0320 0005 2465 8823
PS Form 3811, August 2001 Domestic Return Receipt
¦ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mallpiece,
or on the front if space permits.
1. Article Addressed to
'24 mo
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F" ? Addressee
B. Received by (Printed Name) C. Date of Delivery
D. Is delivery address different from item 1? ? Yes
If YES, enter delivery address below: ? No
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3. Se ice Type
Certified Mail ? Express Mail
? Registered ? Return Receipt for Merchandise
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
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m I I 1 / I to I I I / z Z I ~ ~ ~ I 1 1 ~ 1 / I / / 1 3 I P / r I DIRECTION OF WATER FLOW
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~ 1 0 1. I I 1 5 ~ ~ ~ / t \ - A 1 , I I ~ 11 I / 1 -FO TER $ / / / ~ 1 I ER I I ' ~ 0 PROPERTY CORNER.
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1 : / i i ~ 1 y ~ / 1 l ~ i / i ~ I / r tll ~ ~ l ` ~ .1 1 ~ I C.O. CLEAN-OUT
I o a I / \ ~ N ~ - I ~ ~ r I ~ ~ 1 ~ / ( I ~ _ ~ -~1 I
m 1 ~ _ --I \ ~ ~ ~ ~ ( I ~ r \ I ~ ~ I 1 I t E I, i l f o
1 / \ ~ / ~ 1 J I ~ ~ ~ I t ~ I y I I W. M . WATER DETER
~ ~ / \ ~ ~ ~ / w ~ ~ 1 1 1 ,L9'96 M,96,9LSL S ~ \ N / / ~
I .1 ~ ~ 3.96,91,92 1 \ ~ / ~ ~I u$ \ / I I I B.O. _
1 T~ / ~ ~1 ~d 'zou •e•a s ~ ~ I ~ I ( I WETLANDS LINE ~ I \ .o ~ ~ / ( ~ eLOw-oFF N~~~3sunvn ,,~y,~
I -r ~ ~ t 1 ,9 I u I ~ ~ ~ 1 I G dfif~ik~ SON4'?;
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PPX. HI W LINE \ 9 ~ I A ~ ~ / ~ WETLAN'O.S LINE . ~ / REAR PROP ~ ~ ~ ~ / VARIES 4.5' 15' CONCRETE DRIVE ~ . 4.5 ~ VARIES
ERTY LINE FOR L0~ 4 ~ ~ Gj ~ ~ ~ / i I
~ ~ ~ / ~ e ~ i CRUSHED OYSTER SHELL IN
6" OF CONCRETE HEAVY GAGE STEEL
\ ~ 'y / ~ ~ ~ L / ~ i 3.1 1" PER FOOT
1/4:f 1 PER FOOT .J
\ \ \ ~ I / ~ / / 3:1 / ' . ~ .
/ ~ 1 ~ / ~
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1 -
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1 ~ / ~ o O FILL SECTION
I 1 1 j CUT SECTION
\ ~ I \ ~ I COMPACTED EARTH 1
GRASS LINE , I i j ~ ,
I l ~ ~
~ I / ~ ~ / MAY 16 2002
_ 1 30 DIVISION OF
l ~ COASTAL MANAGEMENT
4 FT COVER SHEET Ate'
3-14-02 T
SCALE: • = 30'
DIVISION OF (WRIGHT HEIRS)
WILMINGTON, N.C. DRAWN:
4:1 0.5 FT NEW 11ANOVER BOUNTY STANDARD NOTES: JB~I
CHECKED:
• I . SEWER GUARD REQUIRED AT ALL MANI10LE5. STAINLESS STEEL SEWER GUARDS REQUIRED AT MANt10LE5 MALPASS ENGINEERING, P.C. 3114-3 RANDALL PARKIYAY N CAR
LOCATED IN TRAFFIC AREAS. , PROJECT N0: Q WII,MII~IGTON, N.C. 28403
NOTE: BRIDGE BELOW 100 YEAR FLOOD ELEVATION. 2. I d UTILITY EASEMENT PROVIDED ALONG T11E FRONTAGE F~ Phone [phone]_~ ~ Faz 910-343-0214
OF ALL LOTS, t Q N P
3. 5EKVIC;n SMALL lit f trtNUI(.UTAK IU MAIN MU ICKmlNAIC R? y THOMAS H. WRIGHT III SHEET NO:
GRASS LINED SWALES JUST WEST OF ENTRANCE ROAD AT RIGHT OF WAY LINE. SERVICES IN CUL-DE-SAC ARE REQUIRED UIRED NNDND P.O. BOX 204 A N61NE ~
N.T.S. TO BE PERPENDICULAR, OR MUST ORIGINATE IN MANHOLE AND TERMINATE AT RIGHT Of WAY. WHAUNGTON, N.C. 28402
4. ALL SERVICES TYING INTO DUCTILE IRON MAINS SHALL BE BOYO PHONE [phone]
CONSTRUCTED OF CLA55 50-401 PROTECTO CERAMIC TILE. E. atv ao. Of: REVISIONS

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NEN1/ FIANOVER COUNTY STANDARD NOTES:
I . SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS
STEEL SEWER GUARDS REQUIRED AT MANHOLES LOCATED IN TRAFFIC AREAS.
2. 10' UTILffY EASEMENT PROVIDED ALONG THE FRONTAGE
OF ALL LOTS.
3. SERVICES SHALL BE PEPENDICULAR TO MAIN AND TERMINATE
AT RIGHT OF WAY LINE. SERVICES IN CUL-0E-SAC ARF REQUIRED
TO BE PERPENDICULAR, OR MUST ORIGINATE IN MANHOLE AND
TERMINATE AT RIGHT OF WAY. ~i ~ ~ 1
4. ALL SERVICES T11NG INTO DUCTII~ IRON MAINS SHALL BE CONSTRUCTED OF CLASS 50-401 PROTECTO CERAMIC TILE.
w
0 MAY i ~ 2002
z o ~ DIVISION OF
Q O ~ N Oi N COASTAL MANAGEMENT
~ W H F- J ~ M
I- 00 W 01
J= ~ N N I~
~ ~
O
O
II - Q
"
-
~ ~
PLAN PRaFiLE SHEET 2-01-02
SCALE: 1' = 50'
O O p~ ~ 00 ~ ~ N
O O O d0 I~ O O ~ ~ O N r; O O O O O d' O N ~ M r7 ~ N DIVISION OF WRIGHT HEIRS t" = 5' ~ )
01 01 O 0) O O r- ~ ~ ~ ~ P- WILMINGTON, N.C. DRAwN:
I_ _J „ JBM T ~ I CHECKED: T
MALPASS ENGINEERING, P.C.
~~~~~uuuUlljh~r 3114 RANDALL PARKWAY JBM ' Wihnin ton North Carolina 28409 PROJECT N0:
B ' Phone 910_343_1783 3_2
V.C. 3 HORIZ. 1" = 50' V.C. 2 „ , i Fag 910 943 0214
V.C. 1 _ . _O1 lloi n~in nr, • . ~c 111/,1 I Il/11AIT ('TA _n i GA n7 Urf]T 1 . C
PVC STA.=0+9.9 g% in -10.44% PVC STA.=1+21.73 9% m vic rvu JIH.=iti~ nk2n rvirvi yin. LTV7.VL vCRI. - ~0 as
P STA.-0+30.98 9% out 0% P.V.I STA.=1+48.37 9% out 6.38% P.V.I STA.=2+50 HIGH EL.=13.56 v? 4T THOMAS :HRIGHT III SHEET NO: i
PVT T STA.=0+52.05 LOW POINT STA.=0+52.06 PVT STA.= 1+75 LOW POINT STA. = 1 +21.74 PVT STA.=3+25 ,v P.O. BO1PIIJ@1GTC. 28402
CURVE LENGTH = 42.15 LOW EL.=9.0 CURVE LENGTH = 53.27 LOW EL.=9.0 CURVE LENGTH = 150 STA.=0+10 EL.=11.19 STA.=0+40 EL.=9.18 STA.=1+25 EL.=9.01 STA.=1+55 EL.=9.66 STA.=1+75 EL.=10.72 STA.=3+25 EL.= 12.22 Q PHONE [phone]
STA.=0+15 EL.=10.70 STA.=0+45 EL.=9.06 STA.=1+30 EL.=9.04 STA.=1+60 EL.=9.88 STA.=2+00 EL._12.09 STA.=3+44.77 EL.-11.36 REV NO. DESCWP M DAN X 11 p1 N~ OF:
STA.=0+20 EL.=10.27 STA.=0+50 EL.=9.01 STA.=1+35 EL.=9.11 STA.=1+65 EL.=10.12 STA.=2+25 EL.-13.01 STA.=0+25 EL.=9.91 STA.=1+40 EL.=9.20 STA.=1+70 EL.=10.40 STA.=2+50 EL.=13.48 REVISIONS
STA.=0+30 EL.=9.60 STA.=1+45 EL.=9.32 STA.=1+75 EL.=10.70 STA.=2+75 EL.=13.51
STA.=0+35 EL.=9.36 STA.=1+50 EL.=9.48 STA.=3+00 EL.=13.09

PIPE ZONE PIPE ZONE
6" MIN 6" MIN 6" MIN 0.0, 6" MIN O.D.
FINAL BACKFlLL FINAL BACKFILL BRASS NIPPLE
3/4"x 3" {TYP.) OR 1" TAPS MADE ON P.V.C. AND CLASS 50 & 51
BRASS PLUG DUCTILE IRON PIPE SHALL BE MADE USING
A TAPPING SADDLE CONFORMING TO PART 6,
. 3" min. SECTION II-1 AND PART 6, SECTION III-C.
: ~ PIPE SIZE AS INDICATED 1~~
PIPE SIZE AS INDICATED ~ • ON THE P ON THE PLANS LANS O.D. ~ - ~ BRASS NIPPLE "F" x 1 " 1 2 1
0. D.
INTIAL BACKFILL INTIAL BACKFILL . ~ • / rr n n BRASS NIPPLE F 6
. CLASS 1~, 2, or 3 CLASS 1 . • . • got _ • I III III III SPUD TYP „ { )
I III II~II~I ~ ~ . . 3/4 CURB STOP INSTALLED IN A VALVE
" SPUD BOX CURB STOP SIZE "F"
_ s MIN III~II~I . • . . ~ I I=1 I ~I I I ~ s MIN SERVICE LINE TYPE K SOFT COPPER
• Ii~l~l 1 \
I _ I =1 I I I I~ I I I~ ~I~ i ~I 1 + II ; 11 +l 1 '
_II I I I III _ _ I I- ~I 11=1 I I- I~ I -I I I I =1 _ ~11 it ti 1
_ ICI II~I~~~I~II I I I~I~II~I STABLE FOUNDATION I I I- I I C I I I I STABLE FOUNDATION _ > < ~,4
- - MATERIAL - - - - - MATERIAL WATER MAIN
D.I.P. PI PE
PVC PIPE MALLEABLE BRASS TEE (TYPICAL) SIZE "F"
STANDARD PIP E BEDDING D TAI E L
STANDARD PIPE BEDDING DETAI L
NOT TO SCALE NOT TO SCALE + 1 li ~ t
li ~ 1
1 /rl CORPORATION COCK
SPUD n BRASS NIPPLE (MALLEABLE, tyipcal) F x 6
3/4 CURB STOP
SPUD
BRASS TEE (MALLEABLE)
~ ~ 3 4" X "Fn n rr / X F (TYPICAL)
% ~ ++i Il ~ ~
II 1 ~ 11 n n METERED SERVICES SIZE F (I.D.)
11-16 2 rr
LANDSCAPING TIMBER ~ R/W OR EASEMENT LINE 3-10 1-1/2"
2 1"
1 3/4"
SEE DETAIL FOR STANDARD WATER SERVICE INSTALATION
STAN DAR D GAN G METER ASSEMBLY
SD 4-09
NOT TO SCALE
8" AIR GAP BETWEEN CAP & COVER
0 w
o!
d 10'-0" MIN.
~ 4" PIPE x z 2" ASPHALT
~ N d " - - - may- - TYPE "1 "
~ = 4 -45 DEGREE BEND I SCORED LINE I EXISTING PAVEMENT N.C.D.O.T. SPEC. n I EXISTING PAVEMENT
a 18" NIPPLE x I 1 DEEP I i I
o & GLUE CAP 3 ~ I I I I ~
~ ~ / /
4" WYE MIN. 6" CONCRETE SIDEWALK i
12" COMPACTED MARL BASE , n 1 -0 1'-On
(D.O.T. REQUIRES 8 )
Y;~:•i~. I I I I I I
i'.C;.'.~ g ~~s~=;';:~' MIN. ~ EXPANSION JOINT 1/2" I w OMPACTED BACKFILL
I I J
• . •~iw Y ~•Pt., PLAZA i i Q I I ~ PLAZA
STANDARD CL EANOUT DETAIL . ~ •X.R.a:a~~ ~ EXI T:•: GROU . D. ~ • ' ~ ' • ...4 .e i Q I 6 DRIVEWAY APRON I > o 0
I I ~ ~
NOT TO SCALE • • ~ • n n
~~p~N.• • • .END . • x I = PIPE _ ~ ~ r r ~ ~I ~
~ : . PLAN TEES r z z ~ ,
3/4 GALVANIZED TIE RODS " EXISTINI CAP W/2 TAP EXISTING 16 -0 MIN m m PAVEMENT
MAY 1 ~ 2002 PLAN
8" MIN. ~5 DIVISION OF
. ~.4.-. ~ : ~i ® '4 . tya: COASTAL MANAGEMENT
30' NOTES:
10' TO 12' VARIABLE 5'-0" *BACKFILL TO BE INSTALLED IN 6" LIFrS (MAXIMUM) AND
" PER 1'0"- COMPACTED TO A MINIMUM DENSITY OF 95~ AS DETERMINED ~ 1 4.•,,.....,.•..:,~.. *:_;.~.:.:_:'..'•''.~'r.;°:•. ~ BY THE MODIFIED A.A.S.H.T.O. STANDARD METHOD T-99
VALVE BOX ~ . ~~w;5;~: ';.sue o :.Y. i~ .
PLAN VIEW . * CUT -BACK TO BE PREPARED AFTER TR
s~ EXIS EXISTING P ENCH BACKFILLING AVEMENT EXPANSION JOINT AND COMPACTION
'.,A . SECTION A-A
SECTION X-X STANDARD SHOWING METHOD
CAP PLAN & ELEVATION PLUGS 1xE MAKING PAVEMENT 1x6 ACROSS ENTIRE OPENING
„ BENDS & TEES 2 GALVANIZED PIPE WITH REPAIRS WHERE PIPE IS IN STALLED FOR CONSTRUCTION ONLY
OUTSIDE LP. THREADS PAVEMENT 3 4"DRIVEWAY SD 1-05
90a BENDS 45 BENDS 22 1 2 BENDS TEES PLUGS . NOT TO SCALE
CAP W 2" TAP SIZE / A B A B A B A B C D
3/4" GALVANIZED TIE RODS " , " r, " SQUARE EDGE OF
6 16 10 9 10 6 8" 10" 12" 10" 21" EXISTING PAVEMENT DETAIL SHEET DATE:
8" 22" 13" 12" 13" 8" 10" 13" 16" 12" 29" 2-Ot-02 FORMING DETAIL
10" 26" 17" 14" 17" 10" 13" 16" 20" 14" 36" SCALE:
N 12" 29" " " n " n " n - CO CRETE BLOCK 21 16 21 11 16 18 24 16 41 n n n n n n n n n " n DIVISION OF (WRIGHT HEIRS) N.r.s.
~'•'•''~s. ' 14 35 24 19 24 12 20 22 27 18 4s RESIC RESIDENTIA WILMINGTON, N.c. D~Aw . L DRIVEWAY N. STREETS WITH NO CURB
16" 38" 27" 21 " " ft ,f " r, 2" CURB VALVE 27 12 24 24 30 20 54 JBM
MUELLER OR HAYS PROFILE NOTE: Based on 1.5 x working pressure of 100 PSI lus AWWA Water Hammer. SD 8- 05 MALPASS ENGINEERING, P.C. CHECKED.
P All bearing surfaces to be carried to undisturbed ground. NOT TO SCALE ~*~~'""""?a~, 3114-3 1ZANDALL PARKIPAY JBM ~i
NOTE: A ~~i, llihnington, North Carolina 28403 PROJECT NO: ~~i~ Phone [phone]
THRUST COLLOAR TO BE INSTALLED ON MAIN LINE IN ACCORDANCE WITH SD 4-03. Fea 910-343-0214
STANDARD THRUST BLOCK FOR WATER MAINS
SEA-L ms's Z ~t THOMAS H. WRIGHT IQ SHEET N0:
2" BLOW-OFF SD 4-10 Wilmington, North Carolina 28402
SD 4-08 NOT TO SCALE Phone [phone]
REV NO. DESCRIPTION DATE
NOT TO SCALE 3 S OF: REVISION
I