20000951 Ver 1_Complete File_20000720

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
D E N R
September 6, 2000
DWQ# 00-0951
Brunswick County
Cameron Lee
North Carolina Department of Transportation
1 South Wilmington Street
Raleigh, NC, 27601
APPROVAL of 401 Water Quality Certification
Dear Mr. Lee:
You have our approval, in accordance with the attached conditions, to place fill material in 0.014 acre of
shallow bottom in order to construct a new boat ramp associates with a maintenance facility on the Brunswick
River in Brunswick County, as described in your application dated 20 July 2000. After reviewing your application,
we have determined that this work is covered by General Water Quality Certification Number 3274. This
Certification allows you to use your CAMA Permit when the NC Division of Coastal Management issues it. In
addition, you should get any other federal, state or local permits before you go ahead with your project including
(but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply
Watershed regulations. Also this approval will expire when the accompanying CAMA Permit expires unless
otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change
your project, you must notify us and you may be required to send us a new application 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.
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. 27611-7447. This certification and its conditions are final and binding unless you ask
for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act.
If you have any questions, please telephone John Dorney at 919-733-9646.
Sincerely, ?/
err T. Stevens
Non-Discharge Branch 1621 Mail Service Center Raleigh, North Carolina 27699-1621
Telephone [phone] FAX # [phone]
An Equal opportunity Affirmative Action Employer 50% recycled/10% post consumer paper
Attachment
cc: Corps of Engineers Wilmington Field Office
Wilmington DWQ Regional Office
Doug Huggett, DCM
File Copy
Central Files
000951
• State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
Division of Coastal Management
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Donna D. Moffitt, Director
July 19, 2000
MEMORANDUM:
TO: Mr. John R. Dorney, NCDENR
Division of Water Quality
4401 Reedy Creek Road
Raleigh, NC 27611-7687
FROM: Doug Huggett
Major Permits Processing Coordinator

1Yu .Pi3e L'-,...
'tA?ryT?r?
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: DOT/Wilmington Bride Maintenance yard
Project Location: Highway 133, Belville, NC, Brunswick County
Proposed Project: Redevelopment of an existing bridge maintenance facility on the Brunswick River
along w/a new boat ramp
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by August 19, 2000. If you have any questions regarding the proposed project, please contact
Janet M. Russell at extension 249. 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
Xv?xv -- aT
F4CDENRm
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Department of Transportation
PROJECT NAME: Wilmington Bridge Maintenance Yard
2. LOCATION OF PROJECT SITE: Highway 133, Belville, Brunswick County
Photo Index - 1995: 15 165 Grid J, K, L-15, 16 IM: 4182 2 Grid M, N, O- 11, 12
State Plane Coordinates - X: 2 306 200 Y: 176 800
3. INVESTIGATION TYPE: CAMA Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - April 13, 2000
Was Applicant Present - Agent Was Present
5. PROCESSING PROCEDURE: Application Received - cc: July 6, 2000
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Belville
Land Classification From LUP - Developed
(B) AEC(s) Involved: ES, EW, PT
(C) Water Dependent: Yes
(D). Intended Use: New Boat Ramp & Redevelopment of Upland Site
(E) Wastewater Treatment: Existing - Septic
Planned - Municipal
(F) Type of Structures: Existing - Buildings, Parking, Piers, Docks
Planned - Boat Ramp, New Buildings, Parking
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
rn?rnrr r+rr t ,-.?

(A) Vegetated Wetlands L v.wL 1'1LLI.wL V IriliK
(B) Non-Vegetated Wetlands 4 ° x 1 '
Open Waters\Shallow Bottom
ramp on ?(
d

(C) Other 50' x 15' Approx.
High ground graded/disturbed cut for ram 11 Acres
(D) Total Area Disturbed: Approximately 11 acres
(E) Primary Nursery Area: Yes
(F Water Classification: SC Open: No
8. PROJECT SUMMARY: The Department of Transportation proposes redevelopment of an
existing bridge maintenance facility on the Brunswick River;along with a new boat ramp.
Wilmington Bridge Maint. Yard
Page 2
9. PROJECT DESCRIPTION
This Department of Transportation Bridge Maintenance Facility site is located on State Road 1554 which
is accessed off of Highway 133 in Belville near the elementary school. The property backs up to the
Brunswick River just South of the Highway 17/74 bridge. The size of the tract is approximately 24 acres,
which includes land that is under water. About 16 of the 24 acres is above mean high water. In
addition to high ground there are federal and coastal wetlands on the tract. The property is currently
developed with a pier and dock, eight buildings, parking lot and storage yard. The existing facility is
served by an on-site septic tank. Six of the eight buildings, the existing parking lot and the septic tank
are to be removed or demolished. Some utility relocation is proposed as part of the project. Planned
new construction includes an office building with parking, a warehouse, a storage area or laydown yard,
a shed, and a stormwater pond with associated inlets, outlet and piping. The redevelopment will be served
by city sewer and a city/county water system. The proposed high ground development will result in an
approximate total impervious surface coverage of 40%. Approximately 1.41 acres of the site lies within
the 75' estuarine shoreline area of environmental concern. Of the 1.41 acres, 33 % would be impervious.
Stormwater runoff retention has been designed and is included on the permit drawings. The retention
basin has been designed to catch runoff from about 98 % of the site. A new boat ramp providing access
into the Brunswick River is proposed. The boat ramp will be 15' wide and constructed of concrete,
extending 30-40' below mean high water. Details for the ramp are on the plans.
The proposed project is a Major CAMA Application because of the amount of land disturbance and the
proposed new boat ramp. Areas of Environmental Concern that are impacted are public trust and
estuarine waters and estuarine shoreline. No work is planned on the existing pier and dock other than
storm damage repair. The waters of the Brunswick River have been classified as SC by the Division of
Water Quality. The Division of Marine Fisheries has designated this area as a Primary Nursery Area.
The Brunswick River has no shellfish resource and is therefore, closed to shell fishing.
`Ile shOrelirue of the property is configured such that it`appears to be -'a large boat basin off of the main
river channel flanked by coastal wetlands on each side. This is best depicted on Sheet C lA of the plans.
Existing water depths in the area around the proposed boat ramp location range from -.62' to -5.6' at low
tide. The existing water depths are shown on the 8 1/2" x 11" sheet titled New Boat Ramp Area Topo.
Portions of the shoreline along the landward edge of the basin (Brunswick River) have been bulkheaded
^?.°„?.,?.°•?.s???.?: -:T??i°?onstl????-n tr ' ??,sd? lit?ge`b3t?"st??:? ,, .,.
concrete to a failing, dilapidated wooden wall. For the most part there is open water adjacent to the
bulkheaded areas. Wide coastal marsh fringes of cordgrass flank each side of the basin area.
10. ANTICIPATED EVIPACTS
Construction of the proposed boat ramp will result in the fill and excavation of 450 square feet of shallow
bottom habitat. Temporary turbidity will likely result from the construction. Approximately 11 acres
of high ground will be disturbed as a result of the redevelopment activities. Sedimentation and erosion
control measures will be necessary to keep soil on the site. A permanent stormwater retention pond is
required to handle the stormwater from the impervious surface areas.
No federal or coastal wetland impacts are proposed in conjunction with this project.
Janet M. Russell / July 14, 2000 / Wilmington
PERMITTING SUMMARY
N. C. DEPARTMENT OF TRANSPORTATION
DIVISION 3
WILMINGTON BRIDGE MAINTENANCE YARD
The existing facilities include eight buildings, parking, laydown area, an existing
boat ramp, and piers on the east side of N.C. Highway 133. The total acreage is 12.49
acres of which approximately 5.5 acres is high ground area. On the west side of N.C.
133 the area is used for laydown of materials. The area is 12.03 acres.
The proposed facilities on the east side include the demolition of six of the
existing structures and the construction of two new structures with associated parking.
No new bulkheads will be constructed; however, a 15' x 30' x 1/2 concrete ramp will be
constructed on land and pushed into an excavated pit at the end of the existing ramp.
This is the only construction in the dock area of the project.
The project was separated into the east and west sides for permitting of
stormwater and erosion. The erosion control permit was first obtained for the west
side. Shortly thereafter, it was decided to combine the permit to include both the east
and west sides and was resubmitted. That project number is 990827 BR.
Stormwater permits have been obtained for the west side (Permit Number SW 8
990840) and the east side (Permit Number SW 8991140).
ih wetlands arerntly_ being delineated by Roo Maul and the wetlands - -
permit is under review.

ECENE
JUN 09 z0oo
DIVISION OF
"'*I-%A Q r^, "AQNAGEMENT
CRISER & TROUTMAN
Forhi DCM-MP-1
APPLICATION
.(To be completed by all applicants)
b. City, town, community or landmark
1. APPLICANT R'e //?., ILP-
a. ' Landowner:
Name 100
Address / ?. Wt imIM r5k.
City State -A • .
Zip 2-7601 Day Phone 1 9 `j I J D ?o
Fax ? t l L"71 1?-- D 3cw
Authoriz Agent:
GiC_
Name ?'V1 p l?Dr1 W L
Address .'?
City State
Zip
Day Phone
Fax
c. i PrujeLt nam (Tangy) a
e ? a l?r? ?
??/T+ PA?/1?1l?r Y/}r? !.O!`Aid?tl ??id
NOTE. Permit viii be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
c. Street address or secondary road number
d. Is proposed work within city limits or planning
jurisdiction? ?/ Yes No
3 I 1)C
e- Name of body of water nearest project (e.g. river,
creek, sound, bay) r„ - R;; e -
?ru,vs?? •G,?
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
r'b.)
rJ SP ar.o? F4:cyN?
bylld:Rlac. C0W-SJrucf:e.J of 2 ,v
_+ -T
b. Is the proposed activity maintenance of an existing
project, new work, or both? b„ fh
c. Will the project be for public, private or commercial
d.
PROJECT Tn) E c E
a. County url a JUN
Revised 03/9$
Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages.
FA c. I: 1.. ;-c
//??vS P.? t? s Q
M 61<Pr : R1.r -ter r .s o rA A id CNA,G4'?
/I Al 7W--A'A P rf g> 11 A114
M A ir- ir : A lC ri
9
DIVISION OF
Artie cT41 MANAGEMENT

Form DCM-MP-1
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 copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
.on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name Mrs A 11iNe A"r;Se r
Address Is" al km--, 9h,4
Phone 1.14 od _ MC .Z S'4S I
Name Ar. J. -k V R cN4r, (. A 4-WA1
Address 8rtf#4,.3:c1t lei!
Phone ?4.4 Z44 _ ,If-A Nc ZQ4Zz
Name
.,Address
'Phone
• A list of previous state or federal permits issued for
work on the project tract„ Includerant nLers,
permittee, and issuing datP.s`
q oYa-7 Bp
Sw 8 ga 07Y49 4 Sw2' qq /IV
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
Print-N
Landowner or Authorized Agent
v ,,.:.: .:A '0 3° "g a able'tt tl l b ar€ ei?° ti a:: P,.ease indicate. * Ia. tints pertaining to.your -proposes
? project.
.Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the ?DCM MP-2 Excavation and Fill Information
application. ? DCM MP-3 Upland Develo ment
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to.
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
_ P
DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided ai the bottom of each form.
DECEIVE
JUN 0 9 2000
DIVISION OF
Revised 03/95 ` l'' CA A Clu r
This is the 66 day of ??¢
Form DCM-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Average Final
Existing Project
Length Width Depth Depth
Access
channel
(hiLW) or (NWL)
Canal
Boat
basin
Boat
F-
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shorclinc
stabilization)

r ? r
3 o r ?S t

10,
aCC
Z-?

JUN 0 9 2000 JJU
DIVISION OF
r% A C.'T'r1I AAANAGEMENT
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards F-33
b. Type of material to be excavated A2qom
.52? ? ? _ yPtif o SltJre r? NP
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes _V- No
d. Highground excavation in cubic yards 3.7c:
2. DISPOSAL OF EXCAVATED
-INIATERI I W
a. Location of disposal area 11rrprs roA?/
j . I3h a o 'rispt? area -- °- or ? n,--7-
,? P r ? tl.??il?at???
c. Do you claim title to disposal area?
? Yes No
If no, attach a letter granting permission from- the
owner.
d. Will a disposal urea be available for future
maintenance? ?/ Yes No
If yes, where?

Revised 0319;
Form DCNI-NIP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes v-'-' No
f. Does the disposal include any area in the water?
Yes ? No
v I 3. SHORELE\TE STABILIZATION
a. Type of shoreline stabilization
Bulkhead Riprap
b. Length
If Yes,
(1) Amount of material to be placed in the
water
(2) Dimensions of-fill area
(3) Purpose of fill
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes __ No
If Yes,
(1) Dimensions of fill area
(2) Purpose of fill
c. Average distance waterward of MHW or NWL
d. Maximum distance waterward of MHW or NWL
e. Shoreline erosion during preceding 12 months
(So- of inforniarion)
f. Type of bulkhead or riprap material
S. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? Sfl o? I
r R ?'re o
v
b.
Amount of fill in cubic vards- to be placed below
water le,vel
(1) Riprap
(2) Bulkhead backfilI
h. Type of fill material c
_ W
i. Source of fill material
,jilt4. OTHER FILL ACTIVITIES
(Excluding Shoreiine Stabilization)
What type of construction equipment will be used
(for example, dragline,
dredge)? ba.khoe; or I?ydr2ulic.
0
7f1:?? ?uQ
Will wetlands be crassed in transporting equipment
to Project site? -_._ Yes w_°110
If. ye;,, explain steps that will be tear to less; n
environmental impacts.
a. Will fill material be bro Ull t
Yes N' ' ) -??
G
Date
A P R,
200[ i
DIVISION OF
Revised 03/96 • OAS AL MANAGEMENT
Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-l. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed t) Mc e
l W rtrPftouS'
b. Number of lots or parcels 41A
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
Yes No
If yes, date submitted
i. Describe proposed method of sewage disposal.
c. Density (give the number of residential units and the
units per acre) Nlq
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. Am 44 Atrr'r
j. Have the facilities described in Item i. above
received state or local approval?
(Attach appropriate documentation)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
was down" and residential discharges),
e. If the proposed project will disturb more than one Dw lpa,t "Cz;?P#1 nP? u?t
acre of land, the Division of Land Resources must W+°rfi S:f,-
:c /,,, dA.uc )!
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins. 1.
If applicable, has a sedimentation and erasion
µ- - .-x- tro plan=been ub to=th'e r)s.aii of t ai d _ ?.
-Resources? -A-/-..Yes _.No
If yes, date submitted m,
List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
-- ASn ? t n !? p a / • iln
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. 33 e{ 4,c
Revved 03/95
Describe proposed drinking water supply source
(e.g well, community, public system, ete.)
Will water be impounded? ? Yes _ No
If yes, how many acres? Z.1 Uc s 723 Statm,, f
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded? AIM DIVISION OF
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MEMORANDUM
TO: John Dorney Regional Contact: J. Steenhuis
Non-Discharge Branch WO Supervisor: Rick Shiver
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name DOT Wilmington Bridge Maintenance Yard County Brunswick
Project Number 00 0951 County2
Recvd From DCM Region Wilmington
Received Date 7/20/00 Recvd By Region
Project Type facility and boat ramp
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Tf; f
Type Type Impact Score Index Prim. supp. Basin Req. Req. + . "
LAMA F__ PV -@N F_- 18-77 SC I - 30,617. F F- ? ?-
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y 0 N Recommendation: 0 Issue 0 Issue/fond 0 Deny
Provided by Region: Latitude (ddmmss)
Longitude (ddmmss)
Comments:
This office has no objection to the pQje=t as proposed,
cc: Regional Office
Central Office Page Number 1
Facility Name DOT Wilmington Bridge Maintenance Yard County Brunswick
Project Number 00 0951 Regional Contact: J. Steenhuis
Date: 8/29/2000
Comments (continued from page 1):
cc: Regional Office
Central Office Page Number 2
ALONG ALONG THE BRANCH OF BRUNSWICK RI
„ 150.39' , g°~ 8 36 W
N~6'1 ' . N21 °03 36 W 326.11 N2
6~1 . W 3 2`~ p~1 ,
88.59, o ~ 3' 5~ 5 6~.
o ~ q.p. EXISTING SITE
, 36" W ~ 3~°58
~ N - CENTERLINE ROAD JEFFERIES AND FARTS ASSOCIATES
25 NEW CONTOURS ARCHITECTS ¦ PLANNERS
NBRUNSWICK RIVERN 0 ,o n~ .<c/ ~ SEA TOWERS SUITE 201
0 12.4 9 ACRES + - ~MARSH~ ~ ~ NEW FENCE 2002 EASTw00D ROAD
~ BOUNDI BOUNDARY INFORMATION TAKEN FROM MAP ~ WILMINGTON, N.C. 28403 ~ PREPARED BY THE DEPARTMENT OF TRANSPORTATION ~0
~ NEW BOAT RAMP PREPAF LIFT STATION t~QT~ DATED DATED OCTOBER 18, 1976. Lj~ SILT FENCE TEL: [phone]
SEE SHT. 10C FOR TOP 16.50 1. SEE DETAIL C901, SHEET C9 FOR FLAGPOLE FAX: [phone]
PLAN & DETAILS INV OFFICE 12.30 PLAZA, HANDICAPPED PARKING AND ELEVATIONS. \ ~ ) SD STORMDRAIN
/ \ ~ ~ INV (WAREHOUSE) 6.70 2. SEE DETAIL C902 AND DETAIL C903, SHEET C9
~ ` ' \ BOT EL. 2.70 FOR TRUCK HEATER PARKING LAYOUT AND CL- CLEARING LIMITS
` ` \ ~ SEE SHT. C7 DETAIL OF TRUCK HEATER ISLAND. - \ INV. 1.50 3. 500 GAL LP TANK, SEE PLUMBING DRAWINGS
NOW OR FORMERLY . , N.P.F FOR DETAILS. WITH 4' X 11' CONCRETE PAD. ee NEW BUILDING M .W m
N.P.F. ( ~ ~ ALLENE KEISER`~~ ~ SILT FENCE
~ DEED BOOK 972 PAGE 553 _ 1 \ ~ o ~K 4. SEE ARCHITECT'S DRAWING A8 FOR LOCATION OF ~ ' z LAY DOWN AREA ~ 0o Q -
CATCH BASIN ~ \ ` 4 PVC SUBDRAIN LINE INTO INLETS 3 & 12. 1 TOP 8.69 "~54- • MANHOLE 2 5. SEE LEGEND ON SHEET C3 FOR THE ~ p Z Q
INV. 5.79 , ~ ~ ( DIVISION OF CONTRACTS v ~ O ~ ~ o S~- NEW SANITARY SEWER
' , ( 8" PVC \ " ( e ~ I- N
INLET 2 12 RCP 4 ~ ` ° ~ ~ ' • ~ TOP ELEV. Q O WL-N-- NEW WATERLINE Z ~
CATCH I ~ \ e ( INLET 12 BOTTOM ELEV. FFE = 24.00 TOP 9.32 ~ U/~ Dlry FFE = 10.00 Q O W O ~ Z 00
5.50 ~ , COVER ENTIRE SLOPE BUILDING PLU11&NG STn: ununES ~ O J O
~ INLET 1 v; ~ 10 BtJ~L au WITH RIP RAP AND FILTER GDNTRACTDR CONTRACTDR a PLUMBING CONTRACTOR LIMITS Q O ~ ~ N (n
~ c sl ~ °jNe ? s°~^'c ~ CLOTH EROSION CONTROL MATTING TOP 15.8 ~ ~ RCP ~ • 5 OUTSIDE OF BUILDING U ~ O ~ ) Z
wv. 12.51 ~ OR SOD. ~ °iN O Q ~ Q N
MANHOLE 1 CH BASIN ~ COVER ENTIRE SLOF TOP ~ ~ a ~ -,a ELEV. 11 TO EXISTIP ENTIRE SLOPE Z NEW SPOT ELEVATION V ~ ~
l INV. 14.12 ~ ~ - - ~ ~ _ \ 4" PV ~ WITH RIP RAP AND I TO EXISTING GRADE ~ p 2 RAP AND FILTER ~
i INLET 6 t t C ~ _ MAINTAIN EXIST. _ _ _ wF los INLET 4 CLOTH, EROSION CONTF ~ ~ ~ ROSION CONTROL MATTING
VEGETATIVE BUFFER ~ ~4-~ INLET 5 OR SOD. be - Q ~O O _
~ ~ ~ PROJECT BENCHMARK 'O \ \ O Z ~ Z
SPINE IN POWfR POLE y IR I ~ . \ SILT 1 ~ ~ v ~ v7 y1B30. TBM °oor - ~ ~8~ ~ FENCE • ~ W w
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\ ~ NO \ 1,~ ~ ~ SEE DETAIL MEET EXISTING PHALT ~ Tf g \ SEE DETAIL 606 MANHOLE 1 INLET 4 INLET 8 Z ~ TOP 13.00 TOP 10.50 TOP 16.50 ~
WITH NEW ASPHAL P ® ~ E, t ,s \ ~ Q I- INV 8.98 INV 18 8.15 INV 24 10.00 Z ~ Z ~
~ AT ALL NEW ENTRA ES ~ 21,8 e FES I~ \ ` F ~ STOCK Y D \ \ \ ~ \ ~ ~ ~ FES INV 8.00 m INV 24 9.00 W ~ W
\ p ~ ~ ~ OF ~ ~3 ~ \ ~ \S o -~C ~ ~ ` NH Q MA OLE 2 ~ O ~ ELEV 10.50 ~ TOP 11.00 INLET 5 a
R seo ~ - e 2 \ \ \ \ h c 4 EE NOTE ~ ~ + .o, ~ , \ S ~ ~ ~ _ ~ N INLET 9 Z U \ EMERGENCY INV 8.58 TOP 14.00 _ W
\ ~ DROP INLET ~ r ~ J \ I ~R~W ~ T~ 13.68 E.I.P. 1 a GA I \ \ \ \ ~ ~ ~ 4 ~ ~ \ \ ~ TOP 20.00 \ OVERFLOW ~ INV 24, 8.10 Q p Y
~ ~2 ~o w _ ~ LET 10 \ ~ wF 5 LENGTH W INV 18 8.12 INV 15.00 ~ \ ~ INLET 1 ~ U wP ~ d50 RIPRAP INV 24 8.10 Q O
F N Np ~ S 8 5 ~ 18 ' 4 e I ~ ~ ~ INLET \ ~ ` \ TOP 12.50 INLET 10 TO ELEV 7.00 INV 9.00 W Z O
18 ~ 4 ~ ~ ~ ~ ee ° ~ RCP R TE 1 1 1 - e\ ~ ~ TOP 21 00 J to INLET 6 O O
~ / 2 TEMPORARY N , ( ~ , ~ \ INV 15 14.50 p O Z \ INLET 2 TOP 18.00 d'
CONSTRUCTION 7 _ \ ( - ~ - , , ~ e \ ' ` INV 18 14.00 - ~ ' ~ ~ ~ TOP 13.00 INLET 11 ~ ~
ENTRANCE INV •i7 n N ~ 1 ~ ~ \ ~ / . ~ e PROJECT BENCHMARK N INV 9.00 Q W \ TOP 22.00 m m 0 0~., wF~~ ~ SPIKE IN POWER POLE 1`? INLET 7 V
NOW OR FORMERLY TDP 1B.8 ~ ~ ~ c. \ ( ~ ~ \ ot'. ~ N INV 14.75 0 X1837. TBM "BRIDGE N TOP 19100 Z
NG INV. 17. N 2 \ ~ \ \ e \ EUNICE IOLA LO SILT FENCE cd 2~ o \ \ 50 PAGE 722 \ SEE TE 2 \ \ \ ~ e ~ DEED BOOK 6 p ~ \ ` INLE ( \ > \ \ ~ ~ ~ ELEV. 11.29 INLET 3 O INV 15 12.00 2
SEE DETAIL ~ ~ ~ \ L \ >~p. ~ o ~ ~ , \ ~ 25 \ ~ \ ( \ ` ~ TOP 10.00 n INLET 12 O INV 18 12.00 V `~~F-115 ~ IN „ 8.20
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BY OW R \ , ~ ° NOW OR FORMERLY \ \ \ ~ ~ ~ I ~ ~ ~ 1 ~ ~ i/ ~ , ~ ~ 1 ~ d.A. CREE JR. \ \ \ r,i' / / t r
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ALT N A ~ \ ~ - - , , ,4~ ( ~ 9 ~6. ~ E.I.P. EXISTING IRON PIPE Q
\ ~ ~ ~,II\ I LAY OWN REA I ~ , ' ' / ~ / ' l/ NV!1.86 ~ / / E.LR. EXISTING IRON REBAR ~
\ I NER ~ , / , / ~ ,,..rrte~ / „ / ~ / E.C.M. EXISTING CONCRETE MONUMENT i ~ ~ /
\ B 0 , \ ~ / , / ~ RAE ,~,~p~ ;g- ~ N.P.F. NO POINT FOUND , ~ ~ ~ ,
NOW OR FORMERLY \ / \ ~ l 12.03 /ACRES ~ JOSEPH G. CRISP ~ \ ~ ' \ ~ ~ / / ~ w~~3oB / 29 i ~'r / r rr ~
DEED BOOK 1192 PAGE 1181 \ SILT FE ~ \ \ \ \ - ~ / ' INV.17.00 r / / i , / / / /i r INV.17.00 ~ / ~ ~ ~ ,
, \ 1 / / , / ~ / SEE DETAIL \ , ~ III 19 / / / , , ~v, BUY ' / , r/ , r/ r
sroNE SHEET 6 _ ~ / / / ' PP DLD \ / \ ~ ~ / / ~ , ti ' ~ / ~ ~ ~ , % RV Y R R i ~ , , SU E EFE ENCE
Da~(ofi ~ ~ ~ / ~ r / ~ ~ MAP PREPARED BY NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
I AR % / V'~ / / ' DATED FEB. 14, 1994. B LI,BO' Q- / , , , , /i /
g, ~ / N , ~ " ' ~ / ~'~'i j' MAP PREPARED BY NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ~.~'"~~+~U1f+, r ~ ~ /r . ,
/ , ~ / / , ~ , ~ ~ BAR ,j ~ ~ , ~ , / G / OCT. 18, 1976 N.,, (
s~, 1, ~ ~ ~~~i „ i' / / i / i 2 i C i / / / ~ ~ ~ ~ J ' Iii ' / ~ i' ~ /i' . ~ ~ DEED BOOK 59 PAGE 183 ~ r ESS , r ~ 6 /
p°• E.I.R. ~ , _ ~ , - ~ ~ ~ ~ ~~~y~_ SILT F~P~e; :4~ ~ / ~ , / ~ , , ~ , , DEED BOOK 59 PAGE 184 ; Q , ~ ~ - / / , J 1 ! / ~ O / r / / i .a SEkL
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\ / , , i / , ~ \ / DRAWING REVISIONS: DATE: 4/6/00 SHEET NO.:
~ r I~ . R I C E R R (11 I T t,~ ~ NI PROJECT#: 4807
1 I\ V V I IYI / %1 Y
CONSULTING NGINEERS
/ ~9' d, DESIGNED BY: DRB 3809 PEACHTREE AvENUE, SUITE 102
WILMINGTON, NORTH CARGUNA 28403 DRAWN BY: OJA
w NDW OR FORMERLY 910 397-2929 Fm 910 397-2971 ( ) ( ) CHECKED BY:
o ALBERT S.H. BONEY CHECKED BY:
a MAP BOOK 1 PAGE 127 a

~ BULKHEAD GONE
o POST REMAINING ~ B R ~
BRUNSWICK RIVER
,o JEFFERIES AND FARIS
0 12 ~ NEW BOAT RAMP 12 ~ 4 9 ACRES + ~MARSH^~ ASSOCIATES
BOUNDARY INFORMATION TAK ^RCMIiECTS ~ PLANMEP$
PREPARED BY THE DEPARTM ~zooi e"nsrsxoo~"o~ OAD~
NILMINCTON, N.C. 28403 Q~j N DATED OCTOBER 18, 1976.
~ LIFT STATION TEL: [phone]
SCRAP CONC TE SEE SHT. 10C FOR TOP 16.50
1. SEE DETAIL C901, SHEET C9 FOR FLAGPOLE FAX: [phone]
PILINGS & B CKS PLAN & DETAILS INV (OFFICE) 12. ;E~ 12.30 PLAZA, HANDICAPPED PARKING AND ELEVATIONS. \
~ SILT FENCE INV (WAREHOUS ~ EXIST. BULKHEAD BOT EL. 2.70 HOUSE) 6.70 2. SEE DETAIL C902 AND DETAIL C903, SHEET C9 ~
.70 FOR TRUCK HEATER PARKING LAYOUT AND ~
C7 DETAIL OF TRUCK HEATER ISLAND. o Z Q
~ _ l~ SEE SHT. C7 n
~ - _ INV. 1.50 Me~R P~Ce SHORE LINE
LINE 3. 500 GAL. LP TANK, SEE PLUMBING DRAWINGS ~ ~ ~
LY ~ - _ N.P.F FOR DETAILS. WITH 4' X 11' CONCRETE PAD. zo ~ a ~
N.P.F. c\ ~ E~(/ST e~C S ~ z o
4. SEE ARCHITECT'S DRAWING A8 FOR LOCATION OF Q a ~ ap
PAGE 553 °0~K KNEgO 4" PVC SUBDRAIN LINE INTO INLETS 3 & 12. p z ~ N
CATCH BASIN - ~ Q V d'
TOP 8.69 r ~`f ~ 1
INV. 5.79 . MANHOL ? ~ ~NHOLE 2 5. SEE LEGEND ON SHEET C3 FOR THE ~ ~
DIVISION OF CONTRACTS ~ ~ Q ~ ~ D
8" PVC VC ~ p O ~
INLET 2 ~ 2" RCP '
12 BOTTOM ELEV. TOP ELEV. Z z ~ N
FFE = 24.00 a ~
TOPCH9.32 I \ J,,~ , INLET 12 ~ FFE = 10.00 z ~ z ~
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CLOTH, EROSION CONTROL MATTING ~ a ~ o
INV. 12.51 ~ ~ 8 ~ 1 ~ ~~IN ~ OR SOD. ~ J N ~
COVER ENTIRE SLOPE o o z ~
MANHOLE 1 n.rcH Bas~N ~ - 1415
9~ .40 / TOP 1 - - ~ ~ 8 `wF-,oa ELEV. 11 TO EXISTING GRADE m ~ m o
NV. 14.12 ~ - ~ _ \ - ~ 4„ PVC ~ INLET 6 ~ ~ ~
j ~o.oo WITH RIP RAP AND FILTER z o
~ WF-105 INLET 4 CLOTHE~EROSION CONTROL MATTING o ~ v
MAINTAIN EXIST. - - - _ -
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VEGETATIVE BUFFER ~ - _ ~ ~4~~-P-
PROJECT BENCHMARK t9 1 17 ~ C O I~~~~ \ ~ - SILT 100 YEAR FLOOD J „ ~ 3
SPIKE IN POWER POLE I N l~ / / ~ ~ FENCE
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,SEE S~`~
- 4 9 SEE DETAIL 606
MEET EXISTING PHALT / 4, ~ ~ ~ ~ + ~ NOTE SINL~,T 7 ~o.o
10A ~ ~ 3~ ~ ~ ~\F_ sHeer nn~: ~ s 'S ~ ~
WITH NEW ASPHAL p ~q-~- = f- - ~ ~ ~ ~ ~
s ~a ~ ~ , ~ tiwF * ~ FES INV 8.00
AT ALL NEW ENTRA ES j E E 21•g0 ~ 2000 ~ ~ F ` O~ ' ~ .,STOCK Y D ~ ~ 20 ~ ? o ~ ~ ~ ~ ~ \
'3 ~ ~ ~ ELEV 10.50
p~'OP ~ ~ ~1' ~ ~ ~ \os ~ , --F~C~ ~ ~ o ° 24,~ ~EE NOTE~~
,TE`~5 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ , EMERGENCY
o ~ ~ ~ OVERFLOW
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9 DRAWING REVISIONS: DATE: 4/6/00 SHEET NO.:
90 120 N0. DATE eEUUncS: PROJECT/!: 4607
~~CRISER TROUTMAN
DEVELOPMENT WHICH WILL TAKE PLACE WITHIN THE LIMITS o 3o so so CONSULTING ENGINEERS
OF THE 100 YEAR FLOOD PLAIN AT ELEVATION 10 FEET ~ 3809 Puam¢ Awiuc, Sul7[ 102 DESIGNED BY: DRB
IS DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF I~~ W~u/wcTw, Norsn~ Ceaa~Ne 28403 DRAWN BY: OJA
~7 (9101 397-2929 Fex (9101 397-2971
tXt.GU IIVt UKUtK NV.IL.D ulvirvr\rvi rLvvv ri-rmv
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R JUL 0 6 2000 D
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COASTAL MPNIAGEMENT Aa' ' "7"WENT

• JEFFERIES AND FARTS
ASSOCIATES
~RCMITE CTS PLAN NERS
• 6" FIBER REINFORCED CONC. SLAB SEE SITE PLAN SEA TOWERS SUITE 201
SHT. C3 SEE NOTES 2002 EASTWOOD ROAD
WILMINGTON, N.C. 28103
TEL [phone]
FA%: 910.258.9088
o ~ SLOPE ~ ® 9.3~ ~
0 o ao ~ O
~ Y + SLOPE ®15% ,I 01002 + Y Y 01002
~ i i i N r- BOAT RAMP NOTES
EN R
CLASS 1 RIP RAP ~ O n 1. CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO CONSTRUCT ~ ~ N
APPROX. 40 TONS HIS WORK. Q ~
EACH SIDE
45'-0" ~ 45 -0
2. CONTRACTOR SHALL POUR CONCRETE RAMPS SUCH THAT ONLY A ~ O Z 00
11'-3" NARROW STRIP OF CONCRETE IS PLACED AND FINISHED IN ONE d O ~
OPERATION. CONTRACTOR SHALL EXERCISE GREAT CAUTION IN THE a N
TIMING OF HIS CONCRETE PLACEMENTS, AND NOT GET UNREASONABLY O
AHEAD OF THE FINISHERS. CONTRACTOR SHALL BE AWARE OF HEAT AND J ~ U ~
SCALE: 1" = 10'-0" WIND WHICH WILL CAUSE THE CONCRETE TO SET UP QUICKLY WHICH p
WILL NOT ALLOW PROPER FORMATION OF THE SURFACES GROOVES. a O ~ 0
3. CONTRACTOR SHALL START THE FINISHING WORK OF THE SLAB AT ONE ~ f.. ~
OF THE LOWER CORNERS AND PROCEED UPWARD WITH THE W Z Z I~
GROOVES ORIENTED AS SHOWN. Q ~ ~ N
CONCRETE Z ~ Z ~
~ a O IW-
1. REINFORCED CONCRETE WORK SHALL CONFORM TO THE LATEST Z W U
EDITION OF ACT. Q p Y
2. CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 3000 psi ~ Z ~ ~
6" FIBER REINFORCED CONC. SLAB WITH ROUGH TEXTURE
FINISH & GROOVED SURFACE 2" X 1/2" ~ 4" O.C., SLANT ~ J N ~
GROOVES TO ONE SIDE AT 30' OF CENTERLINE AXIS 3. REINFORCING STEEL: ASTM A615, GRADE 60 ~ ~ ~ ~
OF RAMP TO ALLOW DRAINAGE FROM GROOVE. ,
3/4"~ GALV. EYE BOLTS ®5'-4" O.C. X 12" LONG W (2)#4T8cB KEYED JOINT ®SEE PLAN / 4. MINIMUM CLEAR CONCRETE COVER ON REINFORCING: m U m ~
W/ 2" HOOK W/ 3/4"0 GALV. M-BOLTS W/ CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO ~ ~ ~
9.3q SL (2) ~ WASHERS (4 BOLTS EA. PLANK) OPE TO EARTH: 3 INCHES O
o CONCRETE EXPOSED TO EARTH AND WEATHER: 2 INCHES (UNO) ~ ~
'8 0 ° a • a , 6" X 16" X 12'-O" CONC. PLANKS ON ° V° 4 4 r V e "
0 0~ 0 a s 6 CRUSHED STONE ~ 2 , Z Z 5. DOWELS AND CONTINUOUS REINFORCING SHALL HAVE A MINIMUM ~
o ' 8 ~ ~ +1.81 159' 1 _ a •o t ° SLOP 4
Q o o °s .o a Q o 0 o ~ g ° LAP OF 42 BAR DIAMETERS BUT NOT LESS THAN 12 INCHES.
0 0 ~ o 0 0 0 ~o 0 Q o a -4.94 MSL
. a 0 ib ° Z ° 0 Q 6. PROVIDE AIR ENTRAINMENT OF 4 TO 6 PERCENT.
• ~ 8 ~o " o as
p #3 TIES ~ 12 O.C. 0 .0 ~ . p 80 . 0 4V 7. CONCRETE FINISH: BROOM FINISHED
(2)#4TdrB 0 0 • o \ ~ o " \ 8°
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\ 1 a ®120.. ~ ~ o o c / ~ 00 ~ . i/ /
TYP
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#3 POLYPROPYLENE, FIBRILLATED FIBERS, MINIMUM APPLICATION RATE:
0.1~ BY VOLUME & 1.5 POUNDS PER CUBIC YARDS OF CONCRETE.
FILTER STONE SIZE #57
SCALE: 1" = 1'-0"
TOOLED JOINT
1/8" RAD.
PREVENT BOND
BETWEEN POURS
2 D/ ~ ~
a-.. p d li
Q ~
45'-0" 45'-0" ~a
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SEE SITE~PLAN SHT C3 (K.J.) p Z
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J CR•ISER 8C TROUTMAIY I N0. DATE: RDAARKS PROJECTp: 4807
SCALE: T' = 10'-0" HORIZONTAL
1" = 5' VERTICAL CONSULTING ENGINEERS ,&Jk ~W 3809 PEACHTREE AVENUE, SUITE 102 DESIGNED BY: JRT
U U qNpp WILMINcToN, NORTH CAROLINA 28403 DRAWN BY: OJA [phone] FAX [phone] CIO
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ASSOCIATES
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SEA TOWERS SUITE 201
2002 EASTWOOD ROAD
WILMINGTON, N.C, 28403
- Y~,`~ TEL: [phone]
J FAX: [phone]
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DESIGNED BY: DRB 200
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SEA TOWERS SUITE 201
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0 ~i TEL• 910.256.6633 BOUNDARY INFORMATION TAKEN FROM MAP ;y
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DATED OCTOBER 18, 1976. fij~ r~` '

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NOW OR FORMERLY / , ti \ \ ~ ~ \ \ ~ / \ Lr ~ \ \ / / \ I I 1 \ ~ I \ w / 1 \ \ / / ~ / 1 / / I 1 1 \ \ \ ~ PP //i , / 3' / ~ EADWALL (!y \ 1 \ I , I \ 1 1 ~ / / \ \ GuY ~ / / , sERa~cr /i
V.A. CREECH, JR. SPr~L \ / \ \ \ ~ 1 / / \ ~ I \ \ I I l ~ ~ ~ 1 1 \ 1 N NSW OR FORMERLY \ ~ / i F ; Z
DEED BOOK 517 PAGE 66 0 ~ \ / \ I ~ \ \ t \ 12.03 ACRES \ / / / ~ rl i I I I \ / 1 ~ ~ 1 \ .A. CREE¢(i, JR. \ / O I ~ ~ ~ / / / / i i i 1 ;n ~ 1 / / / / / / ./3.53
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/ ~ / / O I / / ~ / ~ / / / / ~ / / / / / LEGEND
\ \ - - / I , , , ~ \ \I /4 / 1 ~ 1 ! / / / / //i. / / /i / / / / / ~r / U / / / / / ~ ~ ~ / / / / /i / E.I.P. EXISTING IRON PIPE W
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w / / ~ I / / 1 1 ~ / ~ /j ~ / / / / ~ / / / / / / Z / / / / / / / / E.I.P. / / / / ~ ~ E.C.M. EXISTING CONCRETE MONUMENT _
~ / ~ ~ ~ DEBRIS PILE ! ~ ~ / / / /%/~i / \ / / 1 I ! r / / y /j// / / / / / ~ ~ A' ~ cy / / ~ / , , j~j ~i// N.P.F. NO POINT FOUND
\ / / ~ I I / ~/i/ \ \ ~ / DEBRIS PI i / / / / / / / / ~ ~ / ~ / / //s. i IN 1.86
\ \ / ~ l \ / I ! ~ r 7 / / r ~ / / SURVEY REFERENCE X
~ / \ I / I \ /ie \ / \ ~ \ \ ~ / / ~ / /j// ~ / / i / ~ / /i / / LLB / ~ ~ MAP PREPARED BY NORTH CAROLINA / ~ / ~ , / ~ / , ~ G
\ \ / 1 \ ~ i! / / / \ / / ~ / / / / ~ ~ ~ ~ o`~ ~ ~ ~ i / //G / / DEPARTMENT OF TRANSPORTATION
/ / ~ 29 • / / , ~ / ~ / , / / DATED FEB. 14, 1994.
/ / i ~ G / / , \ / \ . -11 i//// / ~ \ / ~ \ ~ \ ~ / / /~//°~/l / / 2 E / / ~ / / ~ / / MAP PREPARED BY NORTH CAROLINA h0 P~~/ / , /
I ~ rl / / / / /i i// l / ~uY~ / / / / ~ / / / , DEPARTMENT OF TRANSPORTATION
NOW OR FORMERLY \ _ \ EBRIS PIIE / ~ ~ / / OLD STONE \ / ~ D IIII / / /j/0 / / / PP RISP / / / O / ! JOSEPH G. C 9p / \ / _ ~ / / / pp / d ~ / / / / / / , OCT. 18, 1976
DEED BOOK 1192 PAGE 1181 / / ~ / / i / ~ . / / ~ ~ ~ ~ / / / / / DEED BOOK 59 PAGE 183 / / ~ / / / / DEED BOOK 59 PAGE 184 / / / / / ~ ~ / / / i / i JUL 0 6 2000
9 / / ~ ! \ ~o / / ~/i / / iE.I.P M aIL 3~h / ~ ! I / / / o~ , o / alueeAR~ / / / / / r , ~ / CAROi,'•.
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1. \ / / ////i / i, i ~ / / / i' ~ / / 9 / ~ MAP PREPARED FOR N.C. DEPT. OF ` i / ~ ~ / ~ / ! 1 . 89~!S ~ V
~ i ~ ~ / ~ / / / / GRAPHIC SCALE: 1 '=60 TRANSPORTATION BRIDGE MAINTENANCE : F Q r
~ S / ~ / \ \ \ / / / / n,~. ~ / ~ / / / / ~ FACILITY, BELVILLE, NC. BY MICHAEL 2 / ~ ~ / 9(
o $ ~ ~ MFR .Ry \ / / ~ t` ~ / F F 'q0 I / / i ~ i ~ ~ / / / ~ 0 60 120 180 240 UNDERWOOD AND ASSOCIATES, PA. ..y,~ ~ / / / ~ DATED: FEBRUARY 9, 1999
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STONE \ \ / ~ i / ~J / / ~ No. DATE: REMARKS: PROJECT: 4807
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