20041843 Ver 1_COMPLETE FILE_20041116

NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
November 10, 2004
MEMORANDUM:
TO: Cyndi Karoly, Supervisor
401 Oversight and Express Permits Unit
Division of Water Quality
FROM: Doug Huggett
Major Permits Processing Coordinator
NOV 1 G 2004
'y r-TWDSAND TOOR, 4 RIDMICH
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Town of Holden Beach
Project Location: Holden Beach, AIWW, AIWW Mainland, Brunswick County
Proposed Project: The town proposes to construct two sewer pump stations, four vacuum stations, and
install two directionally drilled sewer line crossings of the AIWW.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by December 8, 2004. If you have any questions regarding the proposed project, please contact
Caroline Bellis 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
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] FAX: [phone] Internet: www.nccoastaimanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: TOWN OF HOLDEN BEACH Vacuum Sewer System
(Stations, Pumps, Crossings)
2.LOCATION OF PROJECT SITE: Holden Beach, AIWW, AIWW Mainland Brunswick County
Photo Index 2000: 4- 34 to 4-40 / 4-36 17-Q,R,S,T / 4-40 10-P,Q,R
1998: 3-39 to 3-51 / 3-40 14-D,E,F,G,H / 4-519- J,K,L,M
State Plane Coordinates - X: 2222415 Y: 6093 Rover File: N101117A
3.INVESTIGATION TYPE: CAMA, Dredge and Fill
4.INVESTIGATIVE PROCEDURE: Dates of Site Visit -Numerous
Was Applicant Present - Yes (October 11, 2004)
5.PROCESSING PROCEDURE: Application Received - 10/11/04
Office - Wilmington
6.SITE DESCRIPTION:
(A)Local Land Use Plan - Town of Holden Beach
Land Classification From LUP - Developed, Conservation
(B) AEC(s) Involved: ES EW PT
(C)Water Dependent: No - Vaccum and Pump Stations
Yes - Directional Borings
(D)Intended Use: Public
(E)Wastewater Treatment: Existing - Individual Septic Tanks
Planned - Public Sewer System
(F)Typc of Structures: Existing - Homes, Businesses, Roads, Utilities
Planned - Sewer Collection System
(G)Estimated Annual Rate of Erosion: N/A
THABITAT DESCRIPTION: [ARE, A]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands Displaced
(_AIWW floor) 0.1Oacres
(4400 If)
(C)High Ground Disturbed
0.5 acres
(D)Total Area Disturbed: 0.6Acres
(E)Primary Nursery Area: No
(F)Water Classification: SA Open: Yes
8. PROJECT SUMMARY: The Town of Holden Beach is proposing to construct two sewer pump
stations, four vacuum stations, and install two directionally drilled sewer line crossings of the AIWW.
Holden Beach Vacuum Sewer System (Stations, Pumps, Crossings)
Page 2
9. PROJECT DESCRIPTION
The proposed project area is within the Town of Holden Beach. Holden Beach is a barrier island located in
Brunswick County near the town of Supply. It is bordered on the east by Lockwoods Folly Inlet, on the west
by Shallotte Inlet, on the north by the Atlantic Intracoastal Waterway (AIWW), and on the south by the
Atlantic Ocean. The island is heavily developed with primarily residential structures.
The proposed vacuum sewer stations and pump stations would be located on high ground sites that are
currently undeveloped yet previously disturbed lands. All are near the right-of-ways of existing State-
maintained roadways or local roads. All areas that would be developed for this phase of the project consist of
sandy, grassy areas, some with various shrubs, cactus, small bushes, and or unvegetated areas. Vacuum
Station sites at Greensboro Street, 794 Ocean Boulevard West, and 1240 Ocean Boulevard West are adjacent
to coastal wetlands and federal Section 404 wetlands. However, construction and operation of the stations
should not impact the wetland areas.
At this time there is no treatment plant to connect these lines for treatment services. However, Brunswick
County is currently working on plans for collection lines and a treatment plant on the mainland. Once the
Holden Beach sewer collection system is in place it would be capped off and unused until it can be
connected with the proposed countywide wastewater treatment system. This proposed municipal collection
system would replace the existing septic tank/drain field systems currently in use,
The waters of the Atlantic Ocean are classified as SB; the waters of the Atlantic Intracoastal Waterway are
classified SA by the Division of Water Quality. The waters surrounding Holden Beach are open to the
taking of shellfish. There are no Primary Nursery Areas directly adjacent to Holden Beach.
PROPOSED PROJECT
The Town of Holden Beach proposes to construct four vacuum sewer stations, two pump stations, and to
install two sewer line crossings via directional boring under the AIWW. These components of the sewer
system would accept waste from the collection lines serving the island.
This proposed project consists of the construction of four vacuum stations with attendant features and line
work, two pump stations, and two horizontal directional drill borings under and across the AIWW as part of
the continuing installation of the municipal sewer system for the Town of Holden Beach. The vacuum
stations and pump stations would direct sewage across to the mainland where it would be directed to a future
treatment facility. Separate CAMA Major Permits (6-02 and one pending) address the island phases of the
collection system. The vacuum stations would be located at or near the following locations: Jordan Street
(near the Bridge), Greensboro Street, 740 Ocean Boulevard West, and 1240 Ocean Boulevard West. The
pump stations would be located on the mainland side of the AIWW near Boones Neck Road and near the
Bridge. These pump stations would each be connected to the island part of the sewer system by a horizontal
directional drill boring under and across the AIWW.
A total of 1800 linear feet of attendant line work would be done within the existing road right of way.
Details and site plans for the four vacuum stations are shown on sheets 3 through 6 of the plans. The details
of the proposed sewer line directional borings can be found on sheet 7 through 12 of 15 of the plans. The
pump and vacuum stations would be approximately 30' x 30' and would include gravel access drives. The
directional borings would be 8" in diameter and would be installed a minimum of 30 feet below the bottom
of the AIWW channel. The land disturbance associated with this part of the sewer project would be
approximately 0.5 acres. The landward ends of the directional borings would be located within the Estuarine
Holden Beach Vacuum Sewer System (Stations, Pumps, Crossings)
Paize 3
Shoreline Area of Environmental Concern, as would the pump houses adjacent to the bores on both the
mainland and the island. The Estuarine Shoreline Area of Environmental Concern is a non-oceanfront
shoreline extending from mean high water 75' landward.
10. ANTICIPATED IMPACTS
A total of 0.5 acres of high ground would be disturbed as a result of this project. An additional 0.1 acres of
the floor of the AIWW would be displaced by the directional boring. No wetlands or waters would be
directly impacted provided best management practices are followed during all phases of construction and
directional boring across the AIWW. Temporary sedimentation and erosion control measures would be
necessary to control runoff during the construction and stabilization period. All of the sites for pump and
vacuum stations are previously disturbed areas. Some private lots that are now unsuitable for on-site septic
systems could become suitable for building once the sewer system is operational. Construction of larger
residential and commercial structures would be more feasible with a municipal sewer system. Pumpout and
proper closure of the existing septic tanks and lines should result in decreased potential for future impacts to
ground water and surface waters.
Submitted by: Caroline Bellis Date: November 9, 2004 Office: Wilmington
FOEHVE
Form DCM-MP-1 SEP 0 1 2004
DIVISION OF
A -J P- P"L I C A T I AL MANAGEMENT
(To be completed by all applicants)
1. APPLICANT
c. Street address or secondary road number.
Jordan Blvd., Ocean Blvd. West
a. Landowner:
Name Town of Holden Beach
Address 110 Rothschild Street
City Holden Beach State NC
Zip 28462 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name Land Management Group, Inc.
atm. Christian Preziosi
Address PO Box 2522
City Wilmington State NC
Zip 29402 Day Phone [phone]
Fax [phone]
c. Project name (if any) Holden Beach Vacuum
Station Svstem
NOTE: Permit wiffbe issuedin name of
fam&wner(s), andlor project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Brunswick County
b. City, town, community or landmark
Holden Beach
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water nearest project (e.g.
river, creek, sound, bay)
Atlantic Intracoastal Waterway (AI)M
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.
Installation of 4 vacuum stations and
attendant line work-, 2 pumps stations, 2
horizontal directional drill borings under
AIWW
b. Is the proposed activity maintenance of an
existing project, new work, or both? New
work /expansion of Holden Beach
Wastewater Treatment System
c. Will the project be for public, private or
commercial use? Public
d. Give a brief description of purpose, use, method
of construction and daily operations of proposed
project. If more space is needed, please attach
additional pages. See attached narrative
ReNised 03/95
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 4 stations ranging between
0.10 and 0.15-ac
b. Size of individual lot(s) N/A
c. Approximate elevation of tract above MHW or
NWL Range of 2-ft to 15-ft MHW
d. Soil type(s) and texture(s) of tract Newhan
fine sand
e. Vegetation on tract Wax myrtle, Red cedar,
Pennvwort, Salt Meadow Cordgrass
f. Man-made features now on tract Existing water
line within directional drill corridor
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the hxalland use plan.)
X Conservation Transitional
_-R -Developed Community
Rural Other
h. How is the tract zoned by local government?
VS1/PS1=Commercial (C): VS2 = Commercial (C):
VS3=Commercial (C)' VS4/PS2=Residential (R-1)
Is the proposed project consistent with the
applicable zoning? X Yes No
(Attach zoning compliance certificate, if applicable)
j. Has a professional archaeological assessment
been done for the tract? Yes X No
If yes, by whom?
k Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
1. Are there wetlands on the site? X Yes - No
Coastal (marsh) X Other X
If yes, has a delineation been conducted? Yes
(Attach documentation, if available) Approved wetland boundary
survey attached
YJ
D
SEP 0 1 2004 D
DIVISION OF
COASTAL MANAGEMENT
in. Describe existing wastewater treatment
facilities.
Town currently served by on-site conventional
septic tanks Implementation of county-wide
wastewater treatment underway.
n. Describe location and type of discharges to
waters of the state. (For example, surface runoff,
Sanitary wastewater, industrial/commercial
effluent, "wash down" and residential discharges.)
Sewer lines to tic to county treatement and dedicated
drip irrigation site located just north and east of the
Town of Supply.
o. Describe existing drinking water supply source.
Public waterline
5.ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
* A copy of the deed (with state application only)
or other instrument under which the applicant
claims title to the affected properties. If the
applicant is not claiming to be the owner of said
property, then forward a copy of the deed or other
instrument under which the owner claims title,
plus written permission from the owner to carry
out the project.
* An accurate, dated work plat (including plan
view and cross-sectional drawings) drawn to scale in
black ink on an 8'/?' by 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 an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to
the site. Include highway or secondary road (SR)
Revised 03/95
numbers, landmarks, and the like.
Form DCM-MP-1
* 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.
See attached list (p 5 of proiect narrative)
* A list of previous state or federal permits
issued for work on the project tract. Include permit
numbers, pcrmittee, and issuing dates.
No previous permits for project sites. CAMA
Major Permit applied for previously for Service
Areas 2-4 of the collection svstem on Holden Beach.
(see list of permits for West Brunswick System-p.
6-7 of project narrative)
* A check for 5250 made payable to the
Department of Environment, Health, and Natural
Resources (DEHNR) to cover the costs of
processing the application.
* A signed AEC hazard notice for projects in
oceanfront and inlet areas.
* A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S.113A -1 to
10) If the project involves the expenditure ofpublic
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
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.
n/ L6 KT T , 20O.
This is the ?day of
Print Name N91ST1A0 ezi a sI
Signature to ,
Landowner or Au o r ed Agent
Please indicate attachments pertaining to your
proposed project.
DCMMP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
DCM MP4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE. Please sign and date each attachment in
the space provided at the bottom of each
form. Wad V IV
5cA 0 12004
DIVISION OF
COASTAL MANAGEMENT
Revised 03/95
Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA
Major Permit, For DCM-MP-1. 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 4 vacuum stations with
attendant features and line work - including two
directional drill corridors to permitted pump stations
on mainland side
b. Number of lots or parcels 4
c. Density (give the number of residential units
and the units per acre) N/A
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. --0.33 ac total for
all 4 vacuum stations: -1.8001f of attendant line
work in existing right-of-way
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 X No
(permit application forthcoming) If yes, date
submitted
f. List the materials (such as marl, paver stone,
asphalt, or concrete ) to be used for paved
surfaces. Concrete pads for vacuum stations and
gravel drives for access
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. Impervious
surfaces at vacuum stations only: VS 1= 0%, VS2=
20%• VS3= 20%: VS4= 0%
SEP 0 12004 DO
COASTAL lI ?ANAGEIVIa
NT
IL 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 X No (permit submittal
forthcoming) If yes, date submitted
i. Describe proposed method of sewage disposal.
Tertiarv treatment and dedicated drip irrigation
j. Have the facilities described in Item I. above
received state or local approval? Yes - see attached
list of 404/401 and CAMA permits issued (Attach
appropriate documentation)
k. Describe location and type of proposed
discharged to waters of the state (for example,
surface runoff, sanitary wastewater,
industrial/commercial effluent, "wash down" and
residential discharges).
Sewer lines to tie to permitted treatment and drip
irrigation site
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Existing public waterline
m. Will water be impounded? Yes X No
If yes, how many acres?
n. If the project is an oceanfront development, when
was the lot(s) platted and recorded? N/A
Applicant or Project Name
40LOF-0 `REA,64 VACOUM_STA-nb" . Vmm
Signatur?.
l? 1
Date
Revised 03/95
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SEP 0 12004
DIVISION OF
COASTAL MANAGEME T
N Holden Beach Vicinity Map
Vaccum Sewer System Holden Beach
Brunswick County
LAMA Major Permit Source: Delorme Gazeteer
1" equals 2.4 miles August 2004 Land Management Group, Inc.
FIGURE 1
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--..13 , {C?,"- DVS #1/PS #1) Jordan Rd.
Holden j
i
SEP 0 12004

Holden Beach
Vaccum Sewer System
DIVISION OF
COASTAL MANAGEMENT
USGS Topographic Map
Holden Beach Quad
Scale: 1" = 2000'
CAMA Major Permit
August 2004
FIGURE 2
Land Management Group, Inc.
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1240 Ocean Blvd.
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- SEP 0 12004
COASTAL MANAGEMENT
N Holden Beach USDA Soil Survey
Vaccum Sewer System Brunswick County
.CAMA Major Permit FIGURE 3
0 3,000 6'OFeet August 2004
Land Management Group, Inc.
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: N. Lutheran
WQ Supervisor: R Shiver
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Town of Holden Beach : Vacuum sewer system
Project Number 04 1843
Recvd From DCM
Received Date 11/16/04
Project Type WWTP,
ansion
County Brunswick
County2
Region Wilmington
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
LAMA Waters O ?' O N ? 15-25 SA ?- 30,759. 0.10
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y @ N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y 0 N Recommendation: OQ Issue 0 Issue/Coed 0 Deny
Provided by Region: Latitude (ddmmss)
Longitude (ddmmss)
Comments:
New application was received on November 14, 2004- that includes lift stations and directional drill
under ICWW. This office has no objection to the project as proposed provide that the applicant can
meet all of the conditions of General Waterr Quality Certification #3351.
Written concurrence from DWQ is not required. 12/30/04
DCM - Please include a copy of GC 3351 with the CAMA Maior when you issue it. NML
Recvd By Region
cc: Regional Office
Central Office Page Number 1

Town of Holden Beach
ADDITIONAL CONDITIONS
Easement
Permit # 10-05
Page 3 of 3
11) Prior to the initiation of any development activities authorized by this permit, the permittee shall apply
for and receive an Easement from the Department of Administration's State Property Office as required
under N.C.G.S. 146-12(e).
General
12) No vegetated wetlands or open water areas shall be excavated or filled, even temporarily.
13) The permittee shall immediately notify the Division of Coastal Management at [phone] and the
Division of Environmental Health, Shellfish Sanitation Section at [phone] should a sewer spill
occur at any facility authorized by this permit.
NOTE: Future development of the permittee's property may require a modification of this permit and
may require a revised stormwater management permit. The permittee is further advised that
many non-water dependent activities are not authorized within 30 feet of the normal high water
level.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: The permittee is advised that the Rules of the Coastal Resources Commission prohibit the
expenditure of public finds for growth inducing development activities in Ocean Hazard areas.
Efforts should be undertaken to ensure compliance with this regulation.
NOTE: The U.S. Army Corps of Engineers authorized the proposed project under Nationwide Permit
No. 12 (COE Action ID No. 200500157), which was issued on 11/23/04.
I
Town of Holden Beach
ADDITIONAL CONDITIONS
Permit # 10-05
Pabe 2 of 3
2) Prior to the initiation of construction within the Ocean Hazard AEC, a representative of the Division of
Coastal Management' Wilmington Regional Office shall stake the limits of the appropriate development
setbacks for all authorized structures. Construction of each structure shall begin within 60 days of these
determinations. Failure to initiate construction within 60 days, or erosion of the shoreline by adverse
weather conditions, shall require these limits to be restaked by the Division.
3) Any authorized structures shall be relocated or dismantled when they become imminently threatened by
changes in shoreline configuration. Any threatened portion shall be relocated or dismantled within two
years of the time when they become imminently threatened, and in any case upon their collapse or
subsidence. However, if natural shoreline recovery or beach renourishment takes place within two years
of the time the structures become imminently threatened, so that the structures are no longer threatened,
then they need not be relocated or dismantled at that time.
4) The pump houses shall be located landward of the 30-foot estuarine shoreline buffer, as measured from
the normal high water line landward.
5) All directional boring pits shall be located landward of the 30-foot estuarine shoreline buffer, as
measured from the normal high water line landward. Furthermore, no material resulting from the boring
effort may be placed within the estuarine shoreline buffer, even temporarily.
Erosion and Sedimentation Control
6) In order to protect water quality, runoff from construction must not visibly increase the amount of
suspended sediments in adjacent waters.
7) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, etc.).
8) A ground cover sufficient to restrain erosion shall be provided within 30 calendar days of completion of
any phase of construction.
9) The permitted activity shall be conducted in such a manner as to prevent a significant increase in
turbidity outside of the area of construction or construction-related discharge. Increases such that the
turbidity in the waterbody is 25 NTU's or less in all saltwater classes are not considered significant.
Stormwater Nlanat!ement
10) The Division of Water Quality approval of this project under stormwater management rules of the
Environmental Management Commission is covered by way of Stormwater Permit No. SW8041129.
Any violation of the permit approved by the DWQ shall be considered a violation of this CAMA permit.
aLI - I
Permit Class
NEW
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission
301
u rlt
q1W
Permit Number
10-05
JAN 2 7 2005
for DENR - WATER QUALITY
Y Major Development in an Area of Environment TTM M3TORMWATERBU CH
pursuant to NCGS I I3A-118
Excavation and/or filling pursuant to NCGS 113-229
Issued to Town of Holden Beach, 110 Rothschild Street, Holden Beach, NC 28462,
Authorizing development in Brunswick County at AIWW adi. Holden Beach
, as requested in the permittee's application dated 8/31/04, including attached
drawings (19) as referenced in Condition No. 1 of this permit, and attached AEC Hazard Notice dated 9/24/04
This permit, issued on January 20, 2005 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
Excavation
1) Unless specifically altered herein, all work shall be carried out in accordance with the attached
workplan drawings:
a. Figures 1-4 dated August 04;
b. Sheet I of 15, dated 9/1/04;
c. Sheets 2,7, 8, 9, 10, 11,12, 13,
d. Sheet 3 of 15 dated 8/5/03;
14 and 15 of 15, all dated 7/23/04;
e. Sheets 4, 5, 6 of 15, all dated 8/5/04
(See attached sheets for Additional Conditions)
This permit action may be appealed by the perinittee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit must be accessible on-site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
December 31, 2008
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
a es S. Jones, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee
1 I 2 I 3 4
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I LOCATED YATH:N THE AIVAY R/W)
PLAN VIEW NOTE: ALL FEATURES SHOWN ARE EXISTING WITH THE EXCEPTION OF THE PROPOSED
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1-2" AIR ISSUE:
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FAGGE B LMO
JULY gg2q 4 I I / . r '/hLLLA SE ?f j • TO PROJECT NO: 11655440.00000
I "' I• I ` I, t3 8" R C FM ' = •_ CAD DWG FILE: 11655440 C-104-BN.DWG
I ^, 11 ?? ?? ?•, a? N58655.07 ; DRAWN BY: Wayne D. Smith
?E21147188.25 7 F'
~ VARIABLE V,10TH Tl1TY ;, 7't q DESIGNED BY: WayneD.Smith
A Q u • , L.'c A eJ I CHECKED BY: Steve M. Blevins
EASEMENT TO BE G N ELD Y f I , 2-? j45' J
OBTAINED BY THE OV,N B ` t E- N Y ; I I BE CS (HGRIZ)
DEPT r
6-1017 HOLDEN BEACH I f, N5$707.63
`\ I E;197164.63,},(, SHEEP TITLE
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CONSENT AGREEMENT VIITH THE U.S.A.C.E. TO BE N 8704.29 4..' HORIZONTAL
9 168.36 I e
OBTAINED BY THE TOWN OF HOLDEN BEACH PENDING E 1 7 DIRECTIONAL DRILL AT
CAMA APPROVAL (FOR B" HOPE/PVC FORCE MAIN
LOCATED VdTHIN THE AWN R/t5') \ - \L ? I I PUMP STATION NO. 6
(BOONES NECK)
HORIZONTAL GRAPHIC SCALE PLAN VIEW HORIZONTAL POSITIONS BASED ON N.C. GRID, N.A.D. 1983
40 0 20 a e0 160 SCALE: 1"=40' ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929
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URS CORPORATION - NORTH CAROLINA
277 BENDIX ROAD
CONVERGENCE CENTER II, SUITE 500
VIRGINIA BEACH, VIRGINIA 23452
[phone] -
C
1 CONSULTANTS
L SEP 012004
DIVISION OF
ASTAL MANAGEMENT
z' i,
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TOWN OF
HOLDEN BEACH
HOLDEN BEACH
SANITARY SEWER HORIZONTAL
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MARK I DATE I DESCRIPTION
ISSUE: JULY 23, 2004
PROJECT NO: 11655440.00000
CAD DWG FILE: 11655440 C-103-HB.DV
DRAWN BY: Wayne D. Smith
DESIGNED BY: Wayne D. Smith
CHECKED BY: Steve M. Blevins
SHEET TITLE
HORIZONTAL
DIRECTIONAL DRILL AT
PUMP STATION NO.8
(HOLDEN BEACH)
C-3
SHEET ?f / . OF
HORIZONTAL POSITIONS BASED ON N.C. GRID, N.A.D. 1983
ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929
1
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NB
HORIZONTAL GRAPHIC SCALE VERTICAL GRAPHIC SCALE
40 0 20 40 80 160 4 0 2 + 8 16
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PROFILE
VERT. SCALE: 1'=4'
3
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URS CORPORATION - NORTH CAROLINA
277 BENDIX ROAD
CONVERGENCE CENTER II, SUITE 500
VIRGINIA BEACH, VIRGINIA 23452
[phone]
C
CONSULTANTS
SE? p 12?Oy
pIVIMAN OEMENT
A SAL
B
OWN e?,
TOWN OF
HOLDEN BEACH
HOLDEN BEACH
SANITARY SEWER HORIZONTAL
DIRECTIONAL DRILL
ISSUE: JULY 23, 2004
PROJECT NO: 11655440.D000O
CAD DWG FILE: 11655440 C-102-HB.DWG
DRAWN BY: Wayne D. Smith
A DESIGNED BY: Wayne D. Smith
CHECKED BY: Steve M. Blevins
SHEET TITLE
HORIZONTAL
DIRECTIONAL DRILL AT
PUMP STATION NO.8
(HOLDEN BEACH)
C-2
SHEET (¢ OF 'r
2
3
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INV IN(W)=(-2.71) BE OBTAINED BY THE i
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NV IN(S)=(-2.71) RELOCATE ISi1NG FUEL Q
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HOLDEN BEACH
PUMP STATION
No. 8
8

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PLAN VIEW HORIZONTAL POSITIONS BASED ON N.C. GRID, N.A.D. 1983
ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929
SCALE: 1"=40'
1RS CORPORATION - NORTH CAROLINA
277 BENDIX ROAD
CONVERGENCE CENTER II, SUITE 500
VIRGINIA BEACH, VIRGINIA 23452
[phone]
r
I CONSULTANTS
e
OWN
w
\R? F1:BRUA?"
TOVVN OF
HOLDEN BEACH
HOLDEN BEACH
SANITARY SEWER HORIZONTAL
DIRECTIONAL DRILL
ISSUE: JULY 23, 2004
PROJECT NO: 11655440.DDDDc
CAD DWG FILE: 11655440-C-10
DRAWN BY: Wayne D. Smith
A DESIGNED BY: WayneD.Smi,h
CHECKED BY: Steve M.Blevin!

SHEET TITLE
HORIZONTAL
DIRECTIONAL DRILL AT
PUMP STATION NO.8
(HOLDEN BEACH)
C-1
....?,-. nr I r
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1
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SEP 012004 DIVISION OF ?- /
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LIFT STATION DESrCNED BY UPS AND SHOWN FOR rWCRM4TrC7a41.
PURPCSES ONLY. VACUUM STATIONS DESIGNED BY RIVERS AVD
ASSOCIATES. ING
3
4
St 9t
i ^.sli. 'tea ,: F.
RS C PORAT10N - NORTH CAROLINA
277 BENDIX ROAD
CONVERGENCE CENTER II, SUITE 500
VIRGINIA BEACH, VIRGINIA 23452
[phone]
C
CONSULTANTS
JL ,or t..? s.?e r.
cremane M.c Ylt:d
f7?1 nz-4,ss
MT
' &s8®Ciates.,
p •
Engineers
S1I1DZ planners
1913 Surveyors
DESIGN DRAWINGS
NOT RELEASED FOR CONSTRUCTION
T ?S
e
!, o
TOWN OF
HOLDEN BEACH
HOLDEN BEACH
VACUUM SMER SYSTEM DESIGN
GEAERAL NO
1. CCNTRACTOR SHALL CCYTACT MJRI CAROLINA C'.E-CALL
(I-D00-632-4949) 48 HJYRS PRIG r0 EXCAVArrNG TO HAVE EXISTING
SUBSURFACE UTILITIES LCCA7ED
L EXISTIN5 UNDERGROUND UTILITIES E INDICATED CN THE DRAVINOS
CAT TO THE EXTENT SUCH IN"L'RNAT ON WAS MADE AVAILABLE Tp OR
DrSCCVERED BY THE ENGINEER IN PR, ARrNG THE DRAwNGS THERE
IS NO GUARANTEC AS TO THC ACCUfAC CR COMPLETENESS Ei V-CH
INFORMATION, AND ALL RESPGNSIBILI FOR THE ACCURACY AND
6., COMPLETENESS THEREar IS EXPRCSSLY ISCLAIMED CONYRACTOR
SHALL BE RESPONSIBLE FOR DISCOVERY EXISTING UNDCRGRUND
INSTALLATIONS, IN ADVANCE LR EXCAVA ING CR TRENCHING, BY
T CCNTACi1N5 ALL LOCAL UTILITIES AN'D Y PROSPECTING A
2 CONTRACTOR IS RESPONSIBLE FOR REPLAC ANY ITEMS DAMACED THAT
ARC NOT SCHEDULCD FCR REMOVAL
4. BACKFILLED SAND/SOIL SMALL BE STABILI D BY COMPACTING WITH A
VIBRATORY ROLLER AT B• LIFYS BACKFILL WMIL'H WILL SUPPCRr
STRUCTURES SHOULD BC COMPACTED TO AT L Sr 96Y OF STANDARD
PROCTER MAXIMUM
S ALL VACUUM SEVER AND FORCE MAIN #,rprNG THIN THE VACUUM PUTIP
STATION SITE SHALL BE DULTIL?IRON PIPE TH MECHANICAL
RESTRAINED XINTS. /
IN THE
DIVISON AND GATJ VALVES AT SCUTiSR" PPOPE LINE ARE 1NRU.^ED
IN THE vacc3Drsrarlcn c:.vrRAGr.
M1 C.7NSTRUCTICN ACTIVITY SHALL TAKE PLACE B YrVD THE LINE
_;.S vN AS 'LAMA VETLAND LINCS.
4
ISSUE: AUGUST5,2004
PROJECT NO: 11655490.10000
CAD DWG FILE: M2695•Cl-C3-sp2-4.dwg
DRAWN BY: RJL(Rivers BAssoaates)
CHECKED BY: JMA,DS(Rivers&Asso.)
1 SHEET TITLE
SITE PLAN
VACUUM STATION # 4
C-3
LO OF Ir
L6
10O'
B5? r
8 Nn?
? r2
0
a
0
Uldzv
?O W
v
LV
m,
US Q
O
Q
NORIZCNTAL POSIYIO4S BASED DN N C.
L ACRID,
(-)1 AD. 1982 ELEVAr1C%S ARE
1il ?FERENCCD rC
Z `A,6 V. D 1989
a
2TVEY CK ATICN TAKEN ERIN MAP BY
1CK SIELR.'RVEr1NG fNC ENTITLED,
PLAT OE $ F
PLAT
V TOWN Cr E HOLDEN EN BEACH
VACUUM STATION 1
I 2 --
NOTE: ALL FEATURES SHOWN ARE EXISTING WITH THE EXCEPTION OF THE
PROPOSE VACUUM STATION AND SANITARY SEWER FORCE MAIN.
JS1DpEVE
GD
SFp 012004
DIVISION OF
COASTAL MANAGEMENT
ATLANTIC
INTRACOASTAL WATER
WAY (AIWW)
CAMA WETLAND 0'N'E
FLAGGED BY LMC
7/9/2004 -\
PROJECT AREA
VACUUM STATION NO. 1
IG3
2 STY
0 GuI
RS CORPORATION - NORTH CAROLINA
277 BENDIX ROAD, SUITE 500
VIRGINIA BEACH, VIRGINIA
[phone]
c
S CONSULTANTS
tN a?
??EssI
`SEAL 1
If B
9A
VRfyi \I
?I

1 HORIZ. SCALE: 1"=80'
3
- LEGENO vv° 5v
® DEEP VALVE PIT
0 SINGLE BUFFER TANK
ISOLATION VALVE B
fi

a

l~ TOWN OF
HOLDEN BEACH
HOLDEN BEACH
i SERVICE AREA 1
VACUUM SEWER SYSTEM
??--?? Ce8 ??7
AVE. EAST j
1 e r .-
ISSUE:
ISSUE: AUGUS75,2003
PROJECT NO: 11654050.D000O
CAD DWG FILE: SA"1 E C2.DM
DRAWN BY:
A DESIGNED BY: EGD
CHECKED BY: CSG

1i
' I c:
•
4 `•
1 i " SHEET TITLE

VACUUM STATION NO.1
& ADDITIONAL
SANITARY SEWER
1. All LNDERCROUNO UTAIT:ES DEPICTED ON DRAWINGS APE 3. HOUSES RUNT AFTER NOVEMBER. 1999 APE CEPICTED ACCROINO FORCE MAIN LINEWORK
DIGITIZED ACCORDING TO UTTUTY RECORDS AND LOCATIONS ARE
APPROXIMATE. THEREFORE THE ENGINEER AND TONN OF HOLDEN TO SITE PLAN RECORDS AND ARE FOR INFORMATIONAL PURPOSE
ONLY

BEACH DO NOT GUARANTEE THEIR ACCURACY. PRIOR TO .
N THE ERM
SHALL DETERMINE THE LOCATION Of 4. CT VALVE PIT LOCATIONS
ARE AP
A
U
ALL EXISTING I
ALL EUSfwG UNDERGROUND OUND UTILITIES. HE FIN
L
CONTRACTOR SHALL COORDINATE WTH NTH PTSPECIOR THE FINAL
INSPECTOR C
CA

2 EXISTING UTILITY DEPTHS DEPICTED IN PROFILE ARE ASSUMED.
LOCATIONS AS VIORK PROGRESSES _
MA
ACCURACY S NOT GUARANTEED.
I
4
3
/S
SHEET
0 F
3 4

11??
D 1 ?QO?
SEP p 1
? EMENT
GO PS-TpJ. M

N
is
• M
N
O UI
Yn
•a?
N I
qZ N.C. AGRICULTURAL
FOUNDATION, INC.
dp (REPUTED OWNER)
=o MAP BOOK 2-1/2, PACE 240
3?8 I
ff a:
U
z I
O?
I
uH I
-" 0.
z _.-
TRACT
THREE
TRACT
TWO
I VS2-1
(2
?' ?Ir
I EJ CRB
N82'S5'S6?E
I ?2-2
?B
45'
49
0
-
.
^

o z
U

o a CO
_ m =C)
-?
VS D
2-4 o O
6 y
fN
VS2-5 D <..4
V Urn
2-6 401 UN: A
V52-11 (g FUCCm BY URS. INC.
' VS2-10 LaATm APRIL, 2004
HOLDEN BEACH
ENTERPRISES, INC. N
(REPUTED OWNER) N
DEED B)OK 94, PAGE 520 LOT 224
J
DEED BOOK 147, PACE 680 £ REVISED
DEED BOOK 162, PACE 86
(VACANT LOT)
6251 SOFT.
I. THOMAS W. MORGAN. P.L.S. NO. L-2518, CERTIFY THAT THIS PLAT
IS OF A SURVEY OF AN EXISTING PARCEL OR PARCELS OF LAND.
--?-? Ci A-,--
050.03 w>BB
E9 6P
SIDEWALK
EDGE Of ASPHALT PAVEMENT
16' RCP
WEST
OCEoN1 H, F_ Ay
THIS CERTIFIES THAT THIS PUT ACCURATELY DEPICTS THE BOUNDARY OF I.- "
THE JURISDICTION OF SECTION 404 OF ME CLEAN WATER ACT FURSUANT
TO ME 1987 CORPS OF ENGINEERS DELINEATION MANUAL AS DETERM;NED
BY THE UNDERSIGNED ON THIS DATE UNLESS MERE IS A CHANCE IN ME
LAW OR OUR PUBLISHED REGULATIONS, THIS DETERMINATION MAY BE REllm
UPON FOR A PERIOD OF FIVE YEARS FROM THIS DATE ISOLATED WETLANDS
OR WATERS THAT ARE OUT OF CORPS JURISDICTION HAVE BEEN LABELED
ON
62
SUTURE U.S.A.C.E. OFFICIAL TITLE DATE 58 60
2
2 an ?
EXP
R
l
-
I
ATION DATE OF DELINEATION:
I ROBINSON BEACH
7
SUBDIVISION

3
usacE AcneN ID: w
EASTERN EXTENSION

I MAP BOOK 2-1/2. PACE 240
I
66
64
INTRACOASTAL WATERWAY
GREENSOOR
ST.
- SITE
OCEAN NEW ATLANTIC HIGH POINT
BLVD. WEST
OCEAN ST.
VICINITY NAP NOT TO SCALE
NORM cARONA
BNON9WCN COUNTY
"
L THOMAS W MORGAN. CERTIFY THAT THIS PLAb"F'f§
?T' N?. UNDER MY
?
SUPERNSOI FR04 AN ACTUAL SURVEY MADS'
'6fLL'µ'A.9JQCI11??d{
DESOUTIPN RECORDED N A7 U fiIAVJ
ME
'
?
T
ERROR OF CLOSURE AS CALCULATED BY c
A
THAT THE BOUNDARIES NOT SUR1'C14D AfE OAN AS@@
@@gqyyEN 11NE5,
M
9
PLOTTED FRCL NF,.RNAPCN .1
041A
tA IMPS PCAY`t S
PRCPAIIFD W AQOIRDANFE W1R G.i 17i1e63 AAIESIBNCSSi
NY ORIGINAL SICNAIURE• RCOSTRATION 'EALL
b4'i Q F
D
R
,
?
?
_2716_ DAY OF
)^ r
^
THOMAS W. MORGAN. P.L.S.
.
N
REOLSTRATIOY NUMBER L-2518
SEAL OR STAMP
REVIEW OFFICER'S CERTIFICATE
STATE OF NCWIN CAROLINA
COUNTY OF
L RM[r OfFl[ER OF
COUNTY. CORTFY THAT THE NAP OR PU. TD WIIM TWS CERPfIr ATNN4 K
AFFIXED MEETS ALL STATUTORY REQUIREMENTS FOR RECORDma
KV,tw OFICER
DATE
LEGEND:
ERB 0 EXISTING REBAR (FOUND)
CB o CATCH BASIN
RCP RIGID CONCRETE PIPE
TB o TELEPHONE BOX
EB o ELECTRIC BOX
So O PV11 STUB-OUl'
6P 0 6' PILING
NOTES:
• VACUUM STATICN 2 APPEARS TO BE IN FLOOD HAZARD
ZONE VIE (EL 17).
• ELEVATIONS ARE NGVD 1929.
TIE UMa
COOENONa AT YOIAINDfF'rRPF', (ND CAB COORDINATES: N • 59.420119
ANa E 2.211,6]1.189); MERGE N 5811'!71 824.13 iELT TO
YpNUNF1R •NB t]', (X G 4.RQ CWRDLWTES: N . 59513.299 -0
E - 2,212.] 9211: 1HCXCE N 25'15'07W 5D.63 IFFY TO CRB 'A';
THENCE S 52'S573L 5003 FEET TO EF3 'B: ALL BURINCT AiiE
OREHIED TO N.C. CAD NORM HAD, 1983.
ALL DISTANCES ARE MR00HIAL
GROUND DISTANCES,
Plot Of 404 Survey For
THE TOWN OF
HOLDEN BEACH
VACUUM STATION 2
MADE FROM LOT 224 REVISED, ADDITION TO HOIDEN
BEACH EAST SUBDIVISION. (MAP BOOK 16, PAGE 32).
HOLDEN BEACH, NORTH CAROLINA AND EXISTING
PHYSICAL EVIDENCE
BRUNSWICK
SURVEYING, INC
Thomas W. Morgan
Professional Land Surveyor
North Carolina and South Carolina
1027 Sabbath Home Rd.. SW
Supply, North Carolina 28462 [phone]
20 0 20 40
1'= 20'
SCALE FEET

2004. BRUNSWCX SURVEYING. INC,
SCALE: I" = 20' DATE: 04-27-04
TOWNSHIP: LOCKWOOD FOLLY FIELD BOOK: 599-013
COUNTY; BRUNSWICK FILE: 03273_404
STATE: NORM CAROLINA JC9 ND.: 03-273
D
SEP 012004
DIVISION OF
COASTAL MANAGEMENT
r
I, THOMAS W. MORGAN. R.L.S. NO. L-2518, CERTIFY THAT THIS PLAT
IS OF A SURVEY OF AN EXISTING PARCEL OR PARCEL$ OF LAND.
i
i
/
EDGE OF MARSH

\
\
\
\
\

\ LINE TABLE
LINE LENGTH 6 ARINC
\ L1 21.14 S70?6'09'W
L2 13.13 S21'32'03'W
\ L3
L4 12.63
13.17 N56'30'30'W
N10?9'2YW
\ L5
L6 11.92
16.69 N21'43'52'W
N11'O6'19'W
\ L, 11.19 N41 O'24'E
\
\
\
\

\

HOLDEN BEACH WEST
SUBDIVISION \
\
MAP CABINET J. PAGE 338
\ LOT 152
\ \
\
LOT 151 \
\ \ i

CURVE TABLE
CURVE LENGTH RADIUS DELTA BEARING CHORD
C1 5001 947.97 3.01'21' S69'2T15'W SO.CO
MIS CERTIFIES THAT THIS PLAT ACCURATELY DEPICTS THE BOUNDARY OF
THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT PURSUANT'
TO THE 1987 CORPS OF ENGINEERS DELINEATION MANUAL AS DETERMINED
BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN THE
LAW OR OUR PUBLISHED REGULATIONS, THIS DETERMINATION MAY BE RELIED
UPON FOR A PERIOD OF FIVE YEARS FROM THIS DATE. ISOLATED WETLANDS
OR WATERS THAT ARE OUT OF CORPS JURISDICTION HAVE BEEN LABELED
CN THE LRV'EY.
22, 2-crv
S TUTU/P.E,IU.S.A.C? U.S.A.C.E. OFFICIAL U.-CE DATE
EXPIRATION DATE OF DELINEATION: 2 2 aC, ?
USACE ACTION :D: ub _?-?
N
MU
m=
ma
m
I Uo
a0
iz
i'0
0U
=J
a
oz
10
H A
ao
ix
HOLDEN BEACH WEST
PROPERTY OWNERS
ASSOCIATION
REPUTED OWNERS '
DEED BOOK 616, PACE 574

W?
\C04$744
HOLDEN
BEACH, ND SHELL
SHALLOTTE DR.?
RIVER SAUCORMA
OCEAN VIEW
BLVD. WEST
VICINITY MAP NOT TO SCALE
NORTH CARCUUA
PRONSwCK COUNTY
L THOMAS W. uoRoAN. CERTIFY THAT TINS PLAT r(6a'bRA'4:N'11uD4R MY
SUPERVISION FROM AN AC1llAL SURREY MADE {A?1CaTcT
DEsCno'8OM RECORDED w DED - ?'JI(
ERROR OF CLOSURE AS U1CLATED BY Cola J DyEFfAR/ i
MAY THE BOUNOARES NOT SLAR?SYID AFL y? w Al BROKEN I?C6.9 t
PLOTTED TRW INFORMADO4 REFERENCED, JMAl 7NS PLSEALs !
PREPARED IN ACCORDANCE NTH G.S. 47-5D ;WEN??yPJESS s;
MY ORIONAL SIGNATURE. REGISTRATION NUp: •"A FJyBna4 '?_IAA_?jj. 2Q.r e U
17th DAY OF AI'9E su 'C?;
u n ??
THOMAS W. N MORGAK NUMBER
RttlstnAnw R L-2518
SEAL OR STAMP
RMEY "DICERS CERTIFICATE
STATE OF NOM CAROLINA
couNTr OF
L RENEW OFFICER OF
COUNTY, CERNr THAI THE MAP ON PLAT TO R.wCH TWs CERN)CADOI Is
AFFIXED MEETS ALL STATUTORY REOUIPEMEMTS FOR RECORDING
RENEW OFFICER
DATE
LEGEND:
ERB EXISTING REBAR (FOUND)
NOTES:
• THE PLATTED TRACT APPEARS TO BE IN FLOOD HAZARD
ZONE VE (EL 17).
ERB • THE TOTAL AREA OF THE PUTTED TRACT IS 4990 SO. FT.
VS4-7 • ' ELEVATIONS ARE NCVO 1929.
925 f,
69
A996

L

ERB VS4-6 404 LINE
FLAGGED BY URS. INC. TIE UNE:
COMMENCING AT MONUMENT -H9 21', (NC. GRID COORDINATES:
692.889; THENCE 5 -16'111Y
894 AND E • 2,195
N - 57
338
LOCATED APRIL, 2004 ,
,
-
57518 FEET TO MONUMENT 'BOONE 2N.C. GRID CDORDINATES:
'
3914
N - 57,624.827 AND E • 2.195.122-!a9; THENCE S 7725
362.11 FEET TO A RE-BAR: THENCE S BO32'24Y1 439.38 FEET
TO A RE-BAR: THENCE S 78'42'14'11 492.58 FEET TO A RE-BAR;
V54-5
ll VS4-1 THENCE 5 66'41'57N 391.16 FEET TO ERB 'A'; THENCE
SEA-RINGS
•
i ORIENTED TO N.C. GRID NORTH. NAD
OR ALL DISTANCES ARE
1983.
VS4-2 HORIZONTAL GROUND DISTANCES.

VS4-4 !J o ?. Plat Of 404 Survey For
THE TOWN OF
VS,-3
HOLDEN BEACH
a VACUUM STATION 4
0
a m
MADE FROM A PORTION GF THE PROPERTY OF HOLDEN
s BEACH REALTY TRACT, (MAP CABINET L- PAGE 367 AND
, DEED BOOK 616, PAGE.574), HOLDEN BEACH, NORTH
CAROLINA AND EXISTING PHYSICAL EVIDENCE
BRUNSWICK
SURVEYING, INC
Thomas W. Morgan
Y.Professional Land Surveyor
North Carolina and South Carolina
ERB
o 1L97 Sabbath Home Rd., SW
Sup,,;y, North Carolina 28462 [phone]
20 0 20 40
1'- 20'
MALE FEET
I TOP OF P.K. NAILI
ELEV. - 6.46
NGVD 1929
v ?St
CCEPo ¢g1.N0.WP?
HOLDEN BEACH WEST
SUBDIVISION
MAP CABINET L. PAGE 3E7
1
ID7004. BRUNSWICK SURVEYING, INC
SCALE 1' - 20' DATE 04-27-04
TOWNSHIP: LOCKWOOD FOLLY FIELD BOOK: 599-014
COUNTY: BRUNSWICK FILE 03270_404
STATE: NORTH CAROLINA JOB NO.: 03-270
2 I 3 I 4

1 RESTRAIN ALL DINTS LIMIT OF HORIZONTAL DIRECTIONAL I)RILL
^n^ m

20
2D id »> X1 00 I < u

" ¢
?j I - E a Eoem n
-_
w a 16 URS CORPORATION - NORTH CAROLINA

277 BENDIX A
16 no T ING e' HDPE r Pvc C?
200
N
II I PROPOSED
° Q RG NA
BEACH. VIRGINIA 2345
II I II ANC [phone]
I 12
C
12 II
C
I

I r , ESnvG CONSULTANTS
33-14 I
B
6 S
UN
I
U
'
'
I
'
j
?
?
I
i
a MEAN HIGH WATER LINE ?
,
(
J
1
S
•
_ LO CATED AUGUST 2003 V ELEV
3
L0
I I
in* V14
r.+
dN 'W watEa
Lwc N j
0
'EP 012004
-
0
SION OF
---- (VI
T
- S AL MANAGEMEN

-a

W
_g
-g ATLANTIC
If TRACOAS i L I'l
U< w
i FEDERALLY MA. TAINED CHANN "L DEPTH -12
_12
111 c ,
I
-- h
-- p
1
>I O

i6
Ra
I I ', I B
B
B _16 tt -
6 FEci cuI DH FEDERALLY ? AiNiAINED CH iNLL GEPiH < ?? e
KLLukK Y?

?
I
--
-
--,_
I - y-1 --
-- Y
0 ?'

I - '---
I -- -- --
_
-20 ,
-20

E
•
F- -24 ?ft8,61?
-24
TOWN OF
HOLDEN BEACH
-29

3 HOLDEN BEACH
_23 SANITARY SEWER HORIZONTAL
_ DIRECTIONAL DRILL

-J2

° -32

b
-36

-36
1-
7
MARK
DATE
DESCRIPTION

i
-40
ISSUE: JULY 23. 2004
-a0 v PROJECT NO: 11655440.00000
w
CAD DWG FILE: 11655440_G105-55440
"a > ° DRAWN BY: Wayne D. Smith
-44 Smith
Wa
ne D
GNED BY
D
S
g i A y
.
:
I
E
-44 z < ? ° ° w CHECKED BY: Steve M. Blevins
4 A s ¢ a o ? &
r? 1? in :n I
nl < h SHEET TITLE
? r o m i f a a -48
-48 W I . . ?? HORIZONTAL
i O ¢1-_ m n m l n l n oie
DIRECTIONAL DRILL AT
m a m¢zzz + + + + b + +
T
PUMP S
ATION NO.6
_ I 12+OD 13+00 14+00 15+00 16+00 17+00 18+00 19+00 (BOONES NECK)
10+00 „+CO
HORIZONTAL GRAPHIC SCALE VERTICAL GRAPHIC SCALE PROFILE HORIZONTAL POSITIONS BASED ON N.C. GRID. N.A.D. 1983
40 0 20 40 e0 160 4 0 2 4 8 IE ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929
VERT. SCALE: 1'=4'
--(nrEer) (INrE-?1
1 inch • 40 It I I 1 Inch - 4 n. 2 I 3 I 4

?_?

SHEET /` . - OF
1 I 2 I 3 I 4 -
I ,
- - ----------
20
20 I o ° °
a a
_lWI.....,.
16 < ° n - - 16 URS CORPORATION - NORTH CAROLINA
277 BENDIX
CONVERGENCE CENTERROASUITE 500
VIRGINIA BEACH, VIRGINIA 23452
I -4224
757
9
?-' 1 I m. -___„_ 1
G 12 I_ - 12 C
I I .._ I .,
I - - i.. - - CONSULTANTS
8 I1 1,
I ? _ _ 1K111 ?A,
6
_ I I _ 1 I I I 1 I I ?) T ( I; (sln I ._ - I I _ .?,I I . _ , 1 .,. mF _,_ . 1. i 1.
p. ?.I.
I I v
x
r! L _--
.34 -------- -----
4 ?v . I 1 012 4
IA.,AN ICHC'A`E.4 6E .- I 8 PVC FId .. [p
LI
I I I_ LOCAIED'? GUST 2003 ELEV 300 ry I I III r 1 040.I
.¢ L.._ . -------- ..__) -
?`•,____?? "ALAN LO<Y WATER LINE
0
D I i IVIS GF E
i1 I 0Y „~Ea5 EM N
1. I I I AL MANA
0
_.._,:_ _ o?mIII I 1 Illl?la'.I...,_. I (_.__ L I I?._ I I I I
_ I
4 _uN :?...».,_..?..I =.._. .....,..:1..m,..,,.»--.?....:.. Ircnbb jIUN I I I I -4
8' HDPE HCRIZONTAM1 _y I rr ,?._. _ I _-1 III I _...I I I7I it I } I I I 1 I, I I I I
_6 I LLI I 1A
I I I
II I
"" I L_ TI //_I I I I
I_ W _s TM?.I._ _._ 1_ =_i rr _I i _,.I .I. .:.III. 1. 1„_ li _I?w _-?I. ;II_:_ ?. T,_1;_,_z__:I , , _. I >i_??I_ 1 „_ = I .. i -1-
-12 FEDERALLY 4AINTAINED CHA NE EPTH 1 I I 12
o
N I I I
I.-°e1 I /Y 1 _71I?I III I -_ I II al lall I I _ I? _.I ( I 1 I 1 I _-I
6I_ 1777777_71 __.._L_.I...__ I_.-1_.._._.I ....__?II__I?_?_I_,I_._?,.L. ?_.. --I-- -•L._._._ ) _._I I _.,, 1 1...,,.n I? I -?
B I I I I I I I I I I I I I I I I I -16 B
6 FEET BtLOW fEDERALLr MAIN ED CANNEL DEPTH
-,
_Q .. I.- EN e
I_- (M)N MUM LI1:AKANLG kt(JU'tU I..._,..-1.,_..I. I._ -,-.- I.. ... ?.__,.-._-••-_. I., ___.,.:! .'.) I _.
_LOI.
e
n
I
-24x ._--I.24
--.I_I_ III--1- I I__Il_ L?_I I -1_? _ _L. L I _I I I I -- i 1 TOWN OF
i 1 HOLDEN BEACH
-28 I 26
HOLDEN BEACH
SANITARY SEWER HORIZOAL
I - ._ /? I? ,,, l I ?I a, I I_ I III I_ ._I II---II?I?I _1 ?? I I ( I I I ?I _ I I I DIRECTIONAL DRILL
-32
_321 I
?y...I 7J__ 1_1 I I I I I
,_II:__
I D.
JII._1_?>.,?
-361
-36
S
I
I, _. _ .__.1-- L_ I I I I II I I L__ I I h,.? 1?..1 1 L_ I, I_ I I I I I I MARK DATE
J- DESCRIPTION
._
_..._al
-4D L, _ I
I I'40 ISSUE: JULY 23, 2004
1_5 PROJECT NO: 11655440.D000D
I N.DWG
CAD owc _
DRAWN BYFlLE: Wayne D. ih6B
1._
_yq F w ° ? °> ° ,,> -44 A DESIGNED BY: Wayne D. Smith
A
CHECKED BY: Steve M.Bievins
?oi° I <I ?II?PI I Ihl<IL hale ?.L?-. I - i I. I _i ?i I j
_ I
n olw
0.I_.__ _ itI'ml l zrc?? _46 SHEET TITLE
HORIZONTAL
+ I+ *j
_J° _ -- - - DIRECTIONAL DRILL AT
PUMP STATION N0.6
10+00 21+00 22+00 23+00 24+00 25+00 26+00 (BOONES NECK)
HORIZONTAL GRAPHIC SCALE VERTICAL GRAPHIC SCALE PROFILE HORIZONTAL POSITIONS BASED ON N.C. GRID, N.A.D. 1983
40 0 23 40 ^0 163 0 1 4 a +s ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929
_- ?.. VERT. SCALE: 1-=4' C-6
( c+ reer) (n+ ter 1 l!
I inch - 40 M 1 I 1 m,n - 4 R 2 3 I 4 SHEET /? OF '?'
L
C
N,
OLE
014
24" (MIN)
IC
1 1 2
EDGE OF ROAD EDGE OF
PAVEMENT E PAVEMENT
SHOULDER SHOULDER
i
TOE OF SLOPE
CUT SLOPE FILL SLOPE
NOTES,
1. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING BORING AND RECEIVING PITS
WITHIN THE NCDOT RIGHT-OF-WAY.
2. THE LOCATION OF THE END OF THE CASING PIPE SHALL BE BASED ON THE FOLLOWING:
CUT SLOP; - THE LOCADON OF THE END OF THE CASING SHALL BE THE GREATER OF
THE FOLLOWING:
A). AT THE CENTERUNE OF THE ROADSIDE DITCH.
B). A HORIZONTAL DISTANCE FROM THE EDGE OF PAVEMENT EQUAL TO THE
VERTICAL DISTANCE FROM THE EDGE OF THE PAVEMENT TO THE BOTTOM
OF THE PIT EXCAVATION.
FILL SLOPE - THE LOCATION OF THE END OF THE CASING SHALL BE THE GREATER OF
THE FOLLOW,NG:
A). FIVE FEET (5') BEYOND THE TOE OF SLOPE
B). A HCRIZONTAL DISTANCE FROM THE EDGE OF PAVEMENT EQUAL TO THE
VERTICAL DISTANCE FROM THE EDGE OF THE PAVEMENT TO THE BOTTOM
OF THE PIT EXCAVATION.
NEITHER CUT NCR RLL SLOPE - THE LOCATION OF THE END OF THE CASING SHALL BE
THE GREATER OF THE FOLLOWNG:
A). TEN FEET (10') BEYOND THE EDGE OF PAVEMENT.
B). A HORIZONTAL DISTANCE FROM THE EDGE OF PAVEMENT EQUAL TO THE
VERTICAL DISTANCE FROM THE EDGE OF THE PAVEMENT TO THE BOTTOM
OF THE PIT EXCAVATION.
CASING
NTS
e
I
V
0
3
d
0
3
RA
SEE AIR VENT FRAME
AND COVER DETAIL.
THIS SHEET
SERVICE
v 2" BRONZE OR BRASS BALL
VALVE - 1007 FULL OPENING
600 WOG-200 SNP. CHROME
PLATED BRONZE OR BRASS
i BALL
L4"
0 0? 4" GRANULAR FILL
TRACER WIRE (PVC ONLY)
2" S-40 ASTM-943
857 COPPER 15% ZINC
BRASS PIPE SUITABLE FOR
THREADING.
NOTES
1. CONSTRUCT AIR VENT USING REQUIRED NUMBER OF
COURSES OF HARD SOUND COMMON BRICK.
2. PARGE BRICK WORK WITH GROUT INSIDE AND OUT.
AIR RELEASE VALVE
FORCE MAIN AND RECLAIMED WATER MAIN
NTS
OIL VENT CAP
CENTERED IN BOX
W/INTEGRATED SCREEN
J-r --PPRCE BRICK WORK
WITH GROUT INSIDE
1 AND OUT
"?.:• - "L'B' CONCRETE
.r (2500#)4' DA
c ?oaoo , oo a oop o o 4
o OR 4' SO. MIN.
- ?_ JEEE 4' STONE BEDOINC
6" PVC SLEEVE
2" VENT PIPE (PACK WITH PEA
-J 14`MIN Gam) A

2

2 _I
STEEL
CASING
6" 2- MIN
PIPE
? ? d ra b d ? -? ? ? =°

A CARRIER
PIPE L
" 1" PRE-MOULDED FIBER
' RESTRAINED JOINT (TYR)
MIN 6
• Z
CAULKING BETWEEN PIPE (SEE NOTE 3)
AND BRICK.
STAINLESS STEEL
END SEAL TO SEAL ANNULAR N
?--VATI-? (TYR)O SPACER
SPACE AT CASING ENDS.
NOT
ES:
STEEL CASING PIPE 1. SEE SPECIFICATION SECTION 02221 "PIPE BORING AND JACKING" FOR CASING
SIZE VARIES, SEE SITE PLAN MATERIAL, SIZE AND WALL THICKNESS REQUIREMENTS.
RUNNER
4 2. LEAK DETECTORS AND AIR VENT/BLOW OFF ASSEMBLES ARE TO BE
RISER CONSTRUCTED IN ACCORDANCE WITH 'NCDOT POLICIES AND PROCEDURES FOR
ACCOMMODATING UTILITIES IN HIGHWAY RIGHTS-OF-WAY; IN THE PIPELINES
BAND
U SECTION, AND AS SHOWN ON THE DETAILS
FORCEMAIN
CARRIER PIPE 3. ALL CARRIER PIPE JOINTS INSIDE OF CASING PIPE AND ONE JOINT BEYOND
(CENTERED IN SHALL BE RESTRAINED. SEE SPECIFICATION SECTION 15060 'PIPE AND PIPE
CASINGPIPE) FITTINGS: BASIC REQUIREMENTS' FOR METHOD OF RESTRAINT FOR DI OR PVC
PIPE
4. SEE SPECIFICATION SECTION 02221 'PIPE BORING AND JACKING" FOR SPACER
SECTION A-A REQUIREMENTS.
5. DIMENSION "L" IS EQUAL TO THE LENGTH OF THE CARRIER PIPE SECTIONS.
CARRIER PIPE CASING
NTS
1 I 2 I
3 1 4
FORCE MAIN URS CORPORATION - NORTH CAROLINA
FORCE () MAIN \(HDPE) 277 BENDIX ROAD
CONVERGENCE CENTER II, SUITE 500
VIRGINIA BEACH, VIRGINIA 23452
\ -STIFFENING `STIFFEN'ING RING
MJ RING C
GASKET
CONSULTANTS
HDPE TO PVC CONNECTION
NOT TO SCALE
PD F Z
SEP 012004
OF P -E TPFNCy'(TYP) ?SAW
Ir^ _ DIVISION OF CON ' SURFACESCOURSE TYPE 1-1 C ASTAL MANAGEMENT
NCDOT AGGREGRATE
I I BASE COURSE I L
1.5"
12" MIN (TYP)

TRENCH WIDTH (TYR
ASPHALT DRIVEWAY L6" OR MATCH EXISTING
(WHICHEVER IS GREATER)
SELECT FILL (DER 15 OR GREATER),
COMPACTED TO 957. MAX DENSITY AT
THE SPECIFIED OPTIMUM MOISTURE AS
ESTABLISHED BY ASTM 0698
NOT TO SCALE B
QEN e
ASPHALT REPAIR ?
?

e
. b
"
FORCE MAIN FW'
T TOWN OF
s Mm HOLDEN BEACH
12" MIN ` HOLDEN BEACH
SANITARY SEINER HORIZONTAL
DIRECTIONAL DRILL
FORCE MAIN
MARK DATE I DESCRIPTION
TYPICAL TRENCH
NORMAL $UBGRADE ISSUE: JULY 23, 2004
PROJECT NO: 11655440.00000
CAD DWG FILE: 11655440 G-104.E
(D - PAY LIMITS FOR SELECT FILL UNIT PRICE ITEM J-SPEC SECTION 01051 DRAWN BY: Wayne D. Smith
No_lSz A DESIGNED BY: WayneD.Smith
1. DETAIL APPLICABLE TO PVC AND DI PIPE CHECKED BY: Steve M. Blevins

AVA710N TO BE DETERMINED 13Y E
'
•
BEDDING
®
DENOTES DEPTH OF OV
EREXC
NGINEER,
2
3. ^ DENOTES PAY UMIT FOR QUANTIFYING GRANULAR FILL AND SELECT FILL ® EMBEDMENT SHEET TITLE

FOR SUBGRADE STABILIZATION ITEM I-SPEC SECTION 01061.
BACKFlLL
FOR FORCE MAIN - PIPE CIA + 18" MISCELLANEOUS
FOR PARALLEL MAINS - 6.5'
FOR BYPASS ASSEMBLY = 6' AND PPE DIA + 18" DETAILS
4. FOR ADDITIONAL INFORMATION SEE SPEC SECTION 02220.

GFj?$.A,M983
HORIZONTAL POSMONS ?QN,N,G
?
ELEVATIONS ARE R CF?$11?1I1?? ?Q)tDDIIll??99PP??
NTS
G-4

3 1
4 ?
/3
fi.
SHEET
OF
SEE AIR VENT FRAME NOTE: HANDLE AS SHOWN IS WITH
AND COVER DETAIL-\ VALVE INSTALLED IN OPEN POSITION.
CARRIER
PIPE I
I
.I4
I
CL"B" CONCRETE
(2500#)4' DIA.
OR 4' SQ. MIN.
6' PVC SLEEVE
(PACK WITH PEA
GRAVEL)
MUELLER 2' CORP.
STOP CAT. # H10046
OR EQUAL
E
3
C
5
3
i
1
NOTES:
1. SEDIMENT CONTROL STONE SHALL
BE NO. 5 OR NO. 57 1/4' WIRE MESH
2 WIRE MESH SHALL BE HARDWARE
CLOTH 24 GAUGE MIN. AND SHALL
'... •'
•.. • '.,'.
HAVE 1/4- INCH MESH OPENINGS..

3. TOP OF WIRE MESH SHALL BE A P
MINIMUM OF ONE FOOT BELOW A o :Q.
THE SHOULDER OR ANY DIVERSION
C POINT.
L

o

0'
a...
4. STEEL POST SHALL BE 5 FT. IN P.
?o
HEIGHT, BE INSTALLED 1.5 FT. : O ..?.
DEEP MINIMUM, AND BE OF THE
S
°
SELF-FASTENER ANGLE STEEL ' o
TYPE.

5. WOOD POST SHALL BE 6 FT. IN
- :0
60
'0'
HEIGHT. BE INSTALLED TO 1.5 FT.
DEEP MINIMUM
AND BE 3 INCHES
'''o .
.
.
,
IN CIAMETER.
6. POST SPACING SHALL BE A
MAXIMUM OF 4 FT. MAXIMUM P
- OST SPACING 4
FT.?
VARIABLE DIMENSION T ?nn?II
III * II
SEDIMENT _.-?.. I 1 U
CONTROL STONE 1
2
L
0
RESTRAIN JOINTS
LENGTH OR RESTRAINED PIPE
(FORCE MAINS)
(TEST PRESSURE 150 PSI)
DIA o?90 "A=45' A-2212' A-1114'
8' A. 11' S' 3'
10' 33• 14' 7' 3'
NOTES:
1. RESTRAINED LENGTH BASED ON 3 FEET MINIMUM
COVER, AWWA C900 CLASS 150 PVC PIPE AND
AND 150 PSI TEST PRESSURE
2 PIPE ADJACENT TO VALVES, TEES, CROSSES, REDUCERS
PLUGS SHALL BE RESTRAINED BASED ON 150 PSI TEST
PRESSURE AND RESTRAINED LENGTH FOR 90' BENDS
UNLESS OTHERWISE NOTED.
3. CONTRACTOR SHALL RESTRAIN ALL FITTINGS.
4. FOR IN-UNE VALVES, RESTRAIN VALVE JOINTS.
RESTRAINED LENGTH OF PIPE SCHEDULE
NTS
V -- AVERAGE BOX
FILTERED DIMENSION VARIABLE
WATER
SECTION A-A
ROCK INLET SEDIMENT TRAP TYPE 'C'
NTS
!8
?-?• 10' MAX. WITH WIRE
I (6' MAX. WITHOUT WIRE)
MIDDLE AND VERTICAL WIRES
SHALL BE 12 1/2 GAUGE M;N.
TOP AND BOTTOM
STRAND SHALL BE
10 GAUGE M;N.-
II
u
WIRE J FILTER FABRIC
FILTER FABRIC-
COMPACTED FILL
n IF-=l I n I F? 11 I I I-III-I 11-414-114.
A
I
4'
STEEL POST - 2'-0' DEPTH
I
I
L I WOOD POST - 3'-0' DEPTH
J
EXTENSION OF FABRIC AND
WIRE INTO TRENCH
TEMPORARY SILT FENCE
NTS
II
u
NOTES:
1. WIRE SHALL BE A MINIMUM OF 32' IN
WIDTH AND SHALL HAVE A M:NIMUM
OF 6 LINE WIRES NTH 12' STAY
SPACING.
2. FILTER FABRIC SHALL BE A MINIMUM
OF 36' IN WIDTH AND SHALL BE
FASTENED ADEQUATELY TO THE WIRE
AS DIRECTED BY THE ENGINEER.
3. STEEL POST SHALL BE 5'-0' IN
HEIGHT AND BE OF THE
SELF-FASTENER ANGLE STEEL TYPE.
4. WOOD POST SHALL BE 6'-0' W
HEIGHT AND 3' IN DIAMETER
3
4
EROSION AND SEDIMENT CONTROL NOTES:
EROSION CONTROL AND CONSTRUCTION SEQUENCING
UNLESS OTHERWISE INDICATED, ALL EROSION AND SEDIMENT CONTROL PRACTICES
SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE EROSION
CONTROL LAWS OF THE STATE OF N.C.. SPECIFICALLY THE SEDIMENTATION
POLLUTION CONTROL ACT OF 1973 AS AMMENDED, AND LOCAL EROSION AND
SEDIMENTATION CONTROL ORDINANCE.
THE FOLLOWING SEQUENCE OF EVENTS AND EROSION CONTROL MEASURES SHALL
BE INCORPORATED INTO THE CONSTRUCTION SCHEDULE FOR THIS PROJECT AND
SHALL APPLY TO ALL CONSTRUCTION ACTIVITIES WITHIN PROJECT LIMITS:
1. INSTALL SILT FENCE AND INLET PROTECTION DEVICES AS DEPICTED ON
DRAWINGS
C
2. CALL TOWN OF HOLDEN BEACH (910-842-6488) FOR INSPECTCN OF EROSION
AND SEDIMENT CONTROL MEASURES.
3. AREAS WHICH ARE NOT TO BE DISTURBED SHALL BE CLEARLY MARKED BY
FENCING, FLAGS SIGNS ETC.
CONSULTANTS
4. UPCY ACCEPTANCE ALL EROSION AND SEDIMENT CONTROL MEASURES, ???{{{ ,Ppg1 ??
COMMENCE EXCAVATION AND/OR GRADING ACTIVITIES. THE CONTRACTOR WILL
BE RESTRICTED A FIFTEEN FOOT WIDE AREA FOR EXCAVATION, EQUIPMENT
STAGING ACTIVITIES AND TEMPORARY STOCKPILING OF EXCAVATED SOIL IL ALONG
THE LENGTH OF THE PIPELINE ALIGNMENT FOR ANY DEMOUTIONOR OTHER
ACTIVITIES DESIRED PRIOR TO COMPLETION OF ALL EROSION AND SEDIMENT
CONTROL MEASURES. INTERIM MEASURES ACCEPTABLE TO AND PRE-APPROVED SEQ p Zp04
BY ENGINEER, AND NCOENR DIVISION OF LAND RESOURCES, LAND QUALITY
SECTION MUST BE PROVIDED.
5. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED
OR PROTECTED H SEDIMENT TRAPPING MEASURES THE CONTRACTOR A TAT. MAN 0 EMENT
RESPONSIBLE FOR R THE TEMPORARY PROTECTION AND PERMANENT STA6NZAi10N
OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTICNALLY
TRANSPORTED FROM THE PROJECT SITE. c
6. INSPECT ALL EROSION AND SEDIMENT CONTROL DEVICES ONCE PER SEVEN DAYS„
AND IMMEDIATELY FOLLOWING ANY RAINFALL OF 0.5' OR MORE IN A 24-HOUR
FERI00. RESPONSIBLE INDIVIDUAL SHALL MAINTAIN AN 'EROSION AND
SEDIMENTATION CONTROL LOG' OF ALL INSPECTION DATES ALONG WITH
DESCRIPTION OF ANY CORRECTIVE ACTIONS TAKEN. SEDIMENT ACCUMULATIONS
ALONG SILT FENCE AND BEHIND CHECK DAMS SHALL BE PROMPTLY REMOVED.
THE PROJECT SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION
AND MAINTENANCE OF ALL EROSICN AND SEDIMENT CONTROL PRACTICES.
7. EROSION AND SEDIMENT CONTROL WILL BE CHECKED REGULARLY FOR
UNDERMINING OR DETERIORATICN AND BUILDUP OR CLOGGING WITH SEDIMENT.
CORRECTIVE ACTION WILL BE TAKEN IMMEDIATELY.
8. ANY AREAS WHICH ARE NOT TO BE FURTHER GRADED WITHIN A 14-DAY PERIOD,
OR WHICH HAVE NOT BEEN GRADED WITHIN 14 DAYS SHALL BE SEEDED IN
ACCORDANCE WITH SECTION 02485 OF THE SPECIFICATIONS.
9. PERMANENTLY STABILIZE ALL DISTURBED AREAS BY SEEDING PER SECTION 02435
OF THE SPECIFICATIONS, MINIMUM.
10. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND
IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEECED.
11. UPON FINAL ACCEPTANCE OF COMPLETE STABIUZATICN OF SITE BY ENGINEER
AND NCENR, REMAINING TEMPCRARY EROSION AND SEDIMENT CONTROL
MEASURES MAY EE REMOVED.
12. UPON COMPLETION OF PROJECT, THE 'EROSION AND SEDIMENTATION CONTROL
LOG" SHALL BE SUBMITTED TO THE ENGINEER FOR CONVEYANCE TO OWNER FCR
REGULATORY RECORD MAINTENANCE TIME PERIOD.
13. WHERE CCNSTRUCTTON VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC
ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT
ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPCRTED ONTO A PUBLIC
ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF
EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR
SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA (STREET
WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS
MANNER).
B
V?,ol e
0
no
y;1? O
f?
1, +1
fF1;ALM"
TOWN OF
HOLDEN BEACH
HOLDEN BEACH
SANITARY SEWER HORIZONTAL
DIRECTIONAL DRILL
DATE
HORIZONTAL POSITIONS BASED ON N.C. GRID, N.A.D. 1983
ELEVATIONS ARE REFERENCED TO N.G.V.D. 1989
i
2
3
1 ISSUE: JULY 23, 2004 I
PROJECT NO: 11655440.00000
CAD DWG FILE: 11655440 G•10&ESS.DWG
DRAWN BY: Wayne D. Smith
A DESIGNED BY: Wayne D. Smith
CHECKED BY: Steve M.Blevins
SHEET TITLE
MISCELLANEOUS
DETAILS AND EROSIN &
SEDIMENT CONTROL
NOTES
6l?_
4 SHEET /? OF
1 2 3 4
4 ^'n?
C
C plvlSiO ,NGEMENT

41
1
If I 4i
HOLDEN BEACH HORIZONTAL DIRECTIONAL DRILL
SEE SHEET C-1
I _-•-_ I? 3b J.e?.4U ? l? I I I I ?`? j 1 i .I I 1
t A °o. v •" ° - a j ?? y >? - 1 i ti P r..'? E t " ?A? ?. r + \ I?
irl
• ea ,'"(? U Ivy i * {?"}?. ?? `"? 1i??i "? ?",? :I 1' ?? I i Y 0
I•-_._.- -(1??'3-+?. ^. + '?t"„+-u?;u-;??1 ^? ii ""°'J j i ? I? ??" v ?l ? '''" ??\„'^AC > ''"_-?
0,11
k31? v•I °'i;? 'QI ?a i r \ c i +fGli ?` Ic, i\"
??N
BOONES NECK HORIZONTAL DIRECTIONAL DRILL
SEE SHEET C-4
E
8
0
LEGEND
MAMCLE
EDGE OF PAVEMZNT
OVERHEAD UTILITY
-A,w- FUGHTOFWAY
FENCE
- PROPERTY LINE
ER3,D PROPERTY PIN

SU TREE
aw - WATER MAIN '
FlRE HYDRANT
ABBREVIATIONS
DENCHMARK
P= PINE
ZZ
STORM DRAIN C--OAK -
m
a..
w --
VAC
WhI VALVE

C.4z COTTCN,VCCD
' VACUUM MAIN H-- HICKORY
PLUG OR CM C- CEDAR
- - -U%" - = UNDERGROUND TELEPHONE WG
W
VOLLOW

O
TELEPHONE P£CSTAL L
I
TiES
AL==AERI AERIAL. UTILRIES
-<- OVERHEAD UnLTES
UNDERGROUND TELEPHONE
PILINGS
- rn - FMFR OPTIC LINE
- UGE - UNDERGROUND ELECTRIC
c ROCKS
BULKHEAD
o PROPOSED CASING
• PROPOSED AIR RELEASE VALVE
• PROPOSED MANHOLE
PROPOSED SANITARY SEWER POE
® PROPOSED EASEMENT
PROPOSED ASPHALT HORIZONTAL POSITIONS BASED ON N.C. GRID, MAD. 1983
ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929
1 2 1 3
4
t w ?R
3
ly, Pa
URS CORPORATION - NORTH CAROLINA
277 BENDIX ROAD
CONVERGENCE CENTER II, SUITE 500
VIRGINIA BEACH, VIRGINIA 23452
[phone]
C
H CONSULTANTS
B
T %'
O ? O.
1 s.?
TOWN OF
HOLDEN BEACH
HOLDEN BEACH
SANITARY SEWER HORIZONTAL
DIRECTIONAL DRILL
MARK DATE DESCRIPTION
ISSUE: JULY 23, 2004
PROJECT NO: 11655440.00000
CAD DWG FILE: 11655440 G-102-KEY.DWG
DRAWN BY: Wayne D. SmM
A DESIGNED BY: Wayne D. Smith
CHECKED BY: Steve M. Blevins

SHEET TITLE
KEY SHEET
G-2
a OF /
Ir
URS North Carolina Holden Beach
System Diagram
1155440 Vacuum Sewer System
? 10 SEP O N OF N?
Olv\MPNPGEAEGO 'S' ?M
Brunswick County
PS 6 _ PS 8
Boones Neck Holden Beach
Q
Y
CRO SING 2
HDD -18" HDPE
SealGull St
I
PS 2
1240 Ocean Blvd
VS 4
1240 Ocean Blvd r
ICW (AIWW)
Holden Beach
VS3 VS2
794 Ocean Greensboro
CROSSING 1
HDD -10" HDPE
Jordan Road
PS 1
Jordan Road
VS 1
Jordan Road
NC 130
Bridge
Sewerage flows from: Sewerage flows from: Sewerage flows from: Sewerage flows from:
SERVICE AREA 4 SERVICE AREA 3 SERVICE AREA 2 SERVICE AREA 1
5NEcr 3 cF IS"
KPROJECTSW23781PERMITSW2378 Permits Summary.xls