20040138 Ver 1_COMPLETE FILE_20040202

MEMORANDUM
TO: John Dorney Regional Contact: Noelle Lutheran
Non-Discharge Branch WQ Supervisor: Bock Shiver
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Town of Holden Beach
Project Number 04 0138
Recvd From DCM
Received Date 2/2/04 Recvd By Region
Project Type install additional vacuum sewer collection lines
Certificates
Permit Wetland Wetland Wetland Stream
Type Type Impact Score Index
County Brunswick
County2
Region Wilmington
Stream
Class Acres Feet
Prim. Supp. Basin Req. Req.
rnial Inter-
mittent
LAMA highgrou OO Y ON F- 99-(1) SA & ? 30,700. -2-148F-- ?-
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 O N Recommendation: 0 Issue 0 Issue/fond 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
Although the application states that no wetlands/waters will be im ap cted, verification from the
USACOE has not been provided. It appears that NWI maps were used to make the determination.
DWO recommends thata Jurisdictional Determination from the USCOE be provided prior to
beginning work. DWO will notify the applicant/consultant because it appears that the CAMA Maior
was already issued. NML 3/8/04
cc: Regional Office
Central Office Page Number 1
Facility Name Town of Holden Beach County Brunswick
Project Number 04 0138 Regional Contact: Noelle Lutheran
Date:
Comments (continued from page 1):
cc: Regional Office
Central Office Page Number 2
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Acting Director William G
January 23, 2004
Ross Jr., Secretary
MEMORANDUM
WETLANDS/ 401 GROUP
81
TO: Mr. John R. Dorney 8
Division of Water Quality FEB 0 2.2004
FROM: Doug Huggett WATER QUALITY SECTION
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Town of Holden Beach
Project Location: Central and Western portions of the Island of Holden Beach, Brunswick County
Proposed Project: To install additional vacuum sewer collection lines.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
February 19, 2004. If you have any questions regarding the proposed project, please contact Caroline Bellis at
910-395-3900. 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 Extension, Wilmington, North Carolina 28405-3845
Phone: [phone]\Fax: [phone] \ Internet: http://dcm2.enr.state.nc.us
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \10% Post Consumer Paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
I.APPLICANT'S NAME: TOWN OF HOLDEN BEACH
PROJECT NAME: Holden Beach Vacuum Sewer System, Service Areas 2, 3, & 4
2. LOCATION OF PROJECT SITE: Central and Western Portions, Island of Holden Beach,
Brunswick County
Photo Index - 2000: 4- 34 to 4-39 1998: 3-37 to 3-49
1995: 4-33 to 4-38 1978: 3-306 to 3-313
State Plane Coordinates - X: Y: Rover File: NO 12214A
1INVESTIGATION TYPE: CAMA
4.INVESTIGATIVE PROCEDURE: Dates of Site Visit -Numerous
Was Applicant Present - Yes
5.PROCESSING PROCEDURE: Application Received -12/12/03
Office - Wilmington
6.SITE DESCRIPTION:
(A)Local Land Use Plan - Town of Holden Beach
Land Classification From LUP - Developed
(B) AEC(s) Involved: ES OH
(C) (C)Water Dependent: No
(D)Intended Use: Public
(E)Wastewater Treatment: Existing - Individual Septic Tanks
Planned - Public. Sewer System
(F)Type of Structures: Existing - Homes, Bdsinesses; Roads, Utilities
Planned - Sewer Collection System
(G)Estimated Annual Rate of Erosion: 2 feet per year
Source -1992 Erosion Rate Maps
THABITAT DESCRIPTION: [AREA]
DREDGED FILLED .OTHER
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands
(C)High Ground Disturbed
21.84 Acres
(D)Total Area Disturbed: 21.84 Acres
(E)Primary Nursery Area: No
(F)Water Classification: SB & SA Open: Yes
8. PROJECT SUMMARY: The Town of Holden Beach is applying for authorization to install
additional vacuum sewer collection lines on the central and western portions of the island of Holden
Beach.
TOWN OF HOLDEN BEACH VACUUM SEWER SERVICE AREAS 2, 3, & 4 .
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, an on the south by the Atlantic Ocean.
The island is heavily developed with mostly residential structures.
This proposed project consists of the installation of additional sewer collection lines within the Town of
Holden Beach. The Town of Holden Beach has divided the sewer project into four sections. Service Area 1
has been authorized under CAMA Major Permit 62-02 and consists of the east end of the island from High
Point Street to Serenity Lane in the Dune Scape subdivision. Heading westward, Service Area 2 represents
the east central portion of the island from Lumberton Street west to a point west of Sand Dollar Drive.
Service Area 3 represents the west central portion of the island extending from west of Sand Dollar Drive to
a point west of Sailfish Drive. Service Area 4 represents the westernmost portion of the island from a point
west of Sailfish Drive to the end of West Ocean Boulevard. At this time there is no treatment plant to
connect these lines to. However, Brunswick County is currently working on plans for collection lines and a
treatment plant on the mainland. Once Holden Beaches 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.
Neither the Holden Beach pump stations nor the crossing of the Atlantic Intracoastal Waterway are included
in this permit application.
The waters of the Atlantic Ocean are classified as SB; the waters of the Atlantic Intracoastal Waterway are
classified as 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 install additional vacuum sewer system collection lines to serve the
central and western portions of the island. The proposed collection lines would be located in the right-of-
ways of the existing State-maintained road (Ocean Boulevard) or local roads. Theses areas are typically
paved, grassed, or gravel covered. The locations for each section are shown on 3 sheets per section, which
depict the sewer line layout from east to west. The sheets also show the first line of stable, natural vegetation
on the oceanfront as established by the Division after Hurricane Floyd in October of 1999. The proposed
sewer project lies within the Estuarine Shoreline Area of Environmental Concern, the Ocean Erodible Area
of Environmental Concern, and the High Hazard Floor Area of Environmental Concern. The Estuarine
Shoreline Area of Environmental Concern is a non-oceanfront shoreline extending from mean high water 75'
landward. The Ocean Erodible Area is the area in which there exists a substantial possibility of excessive
erosion and significant shoreline fluctuation. The, Ocean Erodible Area extends 450' from the vegetation line,
encompassing much of the project area. The proposed collection lines meet the large structure setback from
the first line of stable natural vegetation. The setback is 120'. Section 4 of this project stops just shy of the
Inlet Hazard Area for Shallotte Inlet. The High Hazard Flood Area of Environmental Concern is the area in
which there is a 100-year flood hazard with velocity hazard from wave action (V zones). Several areas
within this project are in high hazard flood areas.
The typical details of the proposed sewer line can be found on sheet C-29 through C-34 of the plans. The
gravity sewer pipes would be made of PVC and range in size from 3 inches to 10 inches in diameter. The
trenches would range in width from 18" to a maximum of the pipe diameter plus 24". The estimated land
disturbance of 21.84 acres has been calculated using a 10' wide disturbed area for the length of the lines.
Stub-outs to individual property lines are included in this application. Lateral lines through private lots to
each individual home are not included in this application.
TOWN OF HOLDEN BEACH VACUUM SEWER
Page 3
IO.ANTICIPATED IMPACTS
A total of 21.84 acres of high ground would be disturbed as a result of this project. No wetlands or waters
would be impacted. Temporary sedimentation and erosion control measures would be necessary to control
runoff during the construction and stabilization period. The areas that would be disturbed were previously
disturbed when the roads were constructed. Sewer lines would not result in additional impervious surfaces.
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. Information
relative to existing water supply wells is unavailable.
Submitted by: Caroline Bellis Date: January 23, 2004 Office: Wilmington
Form DCM-MP-1
APPLICATION,
(To be completed by all applicants)
b. City, town, commun{ty or landmark
Holden Beach
I - APPLICANT
c. Street address or secondary road number
a. Landowner: See Appendix A for Location Map
Name Town of Holden B
Address 110 Rothschild Street
City Holden Beach State NC
Zip 28642 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name URS Corporation - North Carolina
Address 277 Bendix Road, Suite 500
City Virginia Beach State VA
Zip 23452 Day Phone [phone]
Fax [phone]
c. Project name (if any) Holden Beach
Vacuum Sewer System - Service Areas 2-4
NOTE. Perm& will be issued in name of landow"er(s), and/or
project none.
2. LOCATION OF PROPOSED
PROJECT
a. County Brunswick
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 Ocean, IntraCoastal Waterway
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.
Vacuum Sewer Collection Lines
See Narrative
b. Is the proposed activity maintenance of an existing
project, new work, or both? New work
c. Will the project be for public, private or commercial
use? Munici a?
d. 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. See Narrative
V
I
DIVISION r
COASTAL MANAGEMENT
Revised 03195
Form DCM-M[P-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract See Appendix C
b. Size of individual lot(s) N/A
c. Approximate elevation of tract above MHW or
NWL See Work Plan Drawings. Appendix B
d. Soil type(s) and texture(s) of tract
See Appendix C & Narrative
e. Vegetation on tract Grass, None.
See Appendix C & Narrative
f. Man-made features now on tract Roads
g. What is the CAMA Land Use Plan land
classification of the site? (con.rnlt,he !oval land use plan.)
Conservation Transitional
X Developed Community
Rural Other
h. How is the tract zoned by local government?
Primarily Residential
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Anach toning compliance ontificxe, if applicable)
Has a professional
done for the tract?
If yes, by whom?.
archaeological assessment been
Yes X No
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
1. Are there wetlands on the site? Yes X No
Coastal (marsh) Other
If yes, has a delineation been conducted? N/A
(Anach doamnewadon, if available)
Revbed 03/95
m. Describe existing wastewater treatment facilities.
On-site septic system
(See Narrative)
n., Describe location and type of discharges to watt
of the state. (For example, surface runoff, sanita
wastewater, industrial/commercial effluent, "wa
down" and residential discharges.)
Surface Water Runoff
(See Narrative)
o. Describe existing drinking water supply source.
Brunswick County Water Supply
(See Narrative)
5. ADDITIONAL INFORMATION
In addition to the completed application form, t
following items must be submitted:
• A copy of the deed (with state application only)
other instrument under which the applicant claims tip
to the affected properties. If the applicant is n
claiming to be the owner of said property, thi
forward a copy of the deed or other instrument and
which the owner claims title, plus written permissi(
from the owner to carry out the project.
(See Narrative)
• An accurate, dated work plat (including plan vie
and cross-sectional drawings) drawn to scale in bla(
ink on an 8 1/2' by 11 " white paper. (Refer 1
Coastal Resources Commission Rule 7J.0203 for
detailed description.) (See Appendix B)
Please note that original drawings are preferred an
only high quality copies will be accepted. Blue-lir
prints or other larger plats are acceptable only if a
adequate number of quality copies are provided b
applicant. (Contact the U.S. Army Corps (
Engineers regarding that agency's use of large
drawings.) A site or location map is a part of ph
r ' e is .end detailed t
gu
h
e g i a1 vu' U the area to th
OCT 3 1 2003
DIVISION OF
COASTAL IVIANAGEMENT-
Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
(See Narrative)
• 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 See Appendix D
Address
Phone
Name
Address
Phone
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
See Narrative
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
(See Appendix E)
• A statement of compliance with the N.C.
Environmental Policy Ad (N.C.G.S. 113A • 1 to
10) If the project involves the expenditure of public
funds or use of public land's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
(See Narrative)
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.
This is the Z-7 it, day of C,
Print Name Steven Wheeler, Town Ma ger, Town of Holden Beach
Signature
landowner or Authorized Agent
Please indicate attachments pertaining to your proposed
project.
N/A DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
N/A DCM MP-4 Structures Information
RT- DCM MP-5 Bridges and Culverts
N/A DCM MP-6 Marina Development
NOTE. Please sign and date each attachment in the
space provided ch Corm.
D
OCT 3 1 2x03
IL,
DIVISION OF
COASTAL MA> AC11-7 ':A Ft,,V
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, Form DCM-MP-1. Be sure to complete all
other sections of the Joirit Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed None
b. Number of lots or parcels
N/A
c. Density (give the number of residential units and the
units per acre) N/A
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. 21.84 acres**
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? Yes X No
If yes, date submitted Will be submitted at least 30
days prior to start.
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
Asphalt, concrete road repair, if necessary.
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. - 0 - acres
r? •,
203.E
GOP's p A? M ?? o,ia
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?
X Yes No
If yes, date submitted request for exemption
submitted October 27 , 2003
i. Describe proposed method of sewage disposal.
See Narrative
j. Have the facilities described in Item i. above
received state or local approval? See Narrative
(Anach appropriate documentation)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial /commercial effluent,
"wash down" and residential discharges).
See Narrative
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Public System - Brunswick County
m. Will water be impounded? Yes X No
If yes, how many acres? N/A
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded? N/A
Steven Wheeler, Town Manager, Town of Holden Beach
Applicant or Project N
S lire
I
Date
** Calculated using linear footage of pipe and assuming a
Revised 03/95 15-foot width of disturbed area from edge of pavement.
1. INTRODUCTION
1.1 Background
The Town of Holden Beach (Town) is located on a barrier island along the southeastern coast of
North Carolina (the Town limits are essentially the island proper), in Brunswick County (See
location map, Appendix A). The County is currently developing a plan for a County-wide
wastewater collection system. This system will include the Town. Currently, construction is
proposed for wastewater treatment plants near the Town of Supply which will service the Town
of Holden Beach.
The proposed vacuum sewer system project consists of a collection system within the Town
limits only. The County is working on the design and permitting of the wastewater treatment
plant (and related issues), along with the collection system to the Town Limits. The collection
system will consist of collection lines and pump stations that will collect and transport
wastewater from existing and future development to the mainland side of the Intracoastal
Waterway. At this point, the wastewater will enter the County collection system. The proposed
collection system within the Town limits will be a vacuum system.
The Holden Beach Vacuum Sewer System is made up of four service areas. Each service area
represents approximately one quarter of the island. Service Area 1 (SA-1) represents the eastern
portion of the island from the eastern tip to Highpoint Street. SA-2 represents the east-central
portion of the island from Lumberton Street west to a point west of Sand Dollar Drive. SA-3
represents the west-central portion of the island, west of Sand Dollar Drive to a point west of
Sailfish Drive. SA-4 represents the westernportion?of the island from the end of SA-3 to the end
of W. Ocean Boulevard. (Sewer Layout Map, Appendix C)
This permit application is for Service Areas 2-4 of the collection system. Neither the pump
stations, nor the crossing of the Intracoastal Waterway are included in this application. These
items will be designed after the County has finalized plans for the location of the treatment plants
and collection lines to the Town limits.
1.2 Intent of CAMA Major Development Permit Application
The intent of the CAMA Major Development Permit Application is to provide the permitting
authorities with all the materials required to reach a decision so that the proposed project may
proceed. The permitting authorities include the Division of Coastal Management, the Army
Corps of Engineers, the Division of Land Resources, and the Division of Water Quality. This
application will show that the proposed project complies with the Town of Holden Beach Land
Use Plan, and meets the statutory and regulatory requireme t o or
Development Permit. i sua
??? ? t 2003
F
?
HOLDEN BEACH VACUUM SEWER SYTEM pIVISlON
COASTAL MA %-,) SENT
CAMA MAJOR DEVELOPMENT PERMIT
1.3 Purpose of the Proposed Vacuum Sewer System
The purpose of the proposed vacuum sewer system is to provide a collection system to connect
with the proposed County-wide wastewater treatment system to replace the on-site conventional
septic tank wastewater disposal systems in the Town. The combination of the Town's proposed
collection system and the County-wide wastewater treatment system would improve water
quality within and surrounding the Town.
The Town is currently served by on-site conventional septic tank wastewater disposal systems.
The majority of soil types on the island have severe limitations for septic tank absorption fields,
primarily due to flooding, wetness, and/or poor filtration characteristics. Often these septic
systems fail due to overuse or lack of maintenance. These failures adversely impact the water
quality in and surrounding the Town.

J.1:1J , .ll?J *
OCT 3 1 2003
DIVISION OF
COASTAL MANAGEMENT
HOLDEN BEACH VACUUM SEWER SYTEM I-2
CAMA MAJOR DEVELOPMENT PERMIT
2. DESCRIPTION OF AREA
2.1 Existing Features
Holden Beach is a barrier island located in the tidewater region of the southeastern coastal plain
physiographic province. The topography is characterized as flat plain land with ditches and
swales. The majority of the island is residential, with some commercial areas and conservation
areas. There are no industries on the island. Existing features are visible on the Lockwoods
Folly, Holden Beach, and Shallotte USGS 7.5' quadrangle maps (Appendix A).
2.2 Existing Wastewater Treatment Facilities
2.2.1 On-Site Septic Systems
The developed parcels within the Town of Holden Beach are served by on-site septic tank
wastewater disposal systems. Soil types in the area have severe limitations for use as septic tank
absorption fields. Often these systems are overused and/or fail due to lack of maintenance.
2.2.2 Package Plants
Package plants are not permitted in Holden Beach.
2.3 Existing Drinking Water Supply Sources
The Town of Holden Beach obtains all of its potable water from the Brunswick County Water
System. The Brunswick County Water; Supply is a combination of treated surface and
groundwater. In 1974 a water treatment plant served by a well field was established
approximately 2 miles west of the Southport-Oak Island area on NC 211. The groundwater plant
was upgraded in 1980 to provide the distribution system with 6 million gallons of water per day.
In the early 1980's, a project with the lower Cape Fear Water and Sewer Authority resulted in the
principal source of water coming from the Cape Fear River. The intake is located in Bladen
County and is pumped through a 48" water main through Columbus County into Brunswick
County. The water main connects to a 24 million gallon per day water treatment plant at Hoods
Creek.
2.4 Description of Location and Type of Discharges to Waters of the State
There are no NPDES permitted facilities in the Town of Holden Beach. The only discharges to
Waters of the State would come from stormwater runoff.
CAMA MAJOR DEVELOPMENT PERMIT FICRHVE5?
HOLDEN BEACH VACUUM SEWER SYTEM
V
OCT 3 1 cC'3 1je
DIVISION G 1
COASTAL MANAGED',X "T
3. LAND CHARACTERISTICS
3.1 Soil Types
The soil association present in the Town of Holden Beach is the Bohicket-Newhan-Lafitte. This
soil association consists of soils that are level, very poorly drained, and have a clayey subsoil or
are mucky throughout and gently sloping to steep, excessively drained soils that are sandy
throughout. These soils are typically influenced by oceanic conditions. The soil types present in
the area of the proposed project include Carteret loamy fine sand, Duckston fine sand, Newhan
fine sand (2 to 30 percent slope), and Newhan fine sand, dredged (2 to 30 percent slope). The
Soils Maps associated with the project area are located in Appendix C.
3.2 Land Cover
Land cover in the Town of Holden Beach, and in the proposed project area is predominately
High or Low Intensity Development. Within the roadway right-of-way, where the construction
would be taking place, the land cover is primarily gravel/marl, sand, or grass.

E 1:V.1.:
1
DIVISION OF
COASTAL MANAGEMENT
HOLDEN BEACH VACUUM SEWER SYTEM 3-1
CAMA MAJOR DEVELOPMENT PERMIT
4. COMPLIANCE WITH LAND USE PLAN
The Land Use Plan for Holden Beach regulates activities in Areas of Environmental Concern
(AEC), community resources, and present and future phases of growth and development. This
section briefly describes the portions of the Land Use Plan that are relevant to the proposed
project. The proposed collection lines and the County-wide sewer system are encouraged in the
Holden Beach Land Use Plan as a means to eliminate pollution from malfunctioning or
inadequate septic systems.
Existing Land Use Maps and Land Classification Maps from the Land Use Plan are located in
Appendix C.
4.1 Areas of Environmental Concern (AECs)
A map illustrating the AECs in Holden Beach is located in Appendix C. This map was taken
from the Holden Beach Land Use Plan. AECs within the Town of Holden Beach include
estuarine areas (coastal wetlands, estuarine waters and shorelines, and public trust waters) and
ocean hazard areas (ocean erodible areas, high hazard flood areas, and inlet hazards). Coastal
wetlands, which include salt or other marsh subject to regular or occasional flooding by tides,
including wind tides, exist along much of the northern boundary of Holden Beach. Estuarine
waters, identified as the boundaries between inland and coastal fishing waters, exist along the
northern edge of Holden Beach. Estuarine shorelines, which are the non-ocean shorelines that
are especially vulnerable to erosion, flooding, or other adverse effects of wind and water and are
intimately connected to the estuary, are also located along the northern edge of Holden Beach.
Public Trust areas in Holden Beach include the Atlantic Ocean, Intracoastal Waterway and
adjacent navigational canals. Development at low densities; consistent with the Town's Zoning
Ordinance and Subdivision Regulations is permittbd in estuarine shoreline areas, provided all
State and Federal permits are obtained.
The proposed construction work will be within designated AECs on the island; however, no
wetlands or sensitive waters will be impacted during the construction of the sewer line work.
Ocean hazard areas are composed of those AECs that are considered natural hazard areas along
the Atlantic Ocean shoreline and include the beaches, frontal dunes, inlet lands, and other areas
with a substantial possibility of excessive erosion or flood damage. In Holden Beach these areas
include the eroding beach and waterway shoreline, and two dynamic inlets at the east end
(Lockwoods Folly) and the -west end (Shallotte). Canal areas along the waterway are also
eroding. A significant portion of the island is included in the high hazard flood area (V-zone),
which is a 100-year flood hazard area with velocity hazard from wave action. The Town of. ,
Holden Beach has established "setback" requirements to limit the location of structures inside
ocean hazard areas. Limited development is allowed in these areas with restrictions as outlined
in applicable codes, ordinances, and regulations. The only oce
HOLDEN BEACH VACUUM SEWER SYSTEM
CAMA MAJOR PERMIT APPLICATION
OCT 2003 9L
DIVISION 44F
COASTAL MANAGEMENT
proposed project is the high hazard flood area (V-zone). For Service Areas 2-4 the setback is
120 from the vegetation line.
4.2 Other Natural Fragile Areas
4.2.1 Complex Natural Areas
There are no known complex natural areas on Holden Beach.
4.2.2 Areas Containing Unique Geologic Formations
There are no known unique coastal geologic formations on Holden Beach.
4.2.3 Scenic and Prominent High Points
There are three scenic points on the northern side of Ocean Boulevard with views of extensive
marsh areas. The proposed project would not affect these views. There are no known designated
prominent high points on Holden Beach.
4.2.4 Historic and Archeological Sites
There are no known historic or archeological sites on Holden Beach.
4.2.5 Areas Identified through DENR's Natural Heritage Program
No natural heritage areas have been identified on Holden Beach.
4.3 Wetlands
The 1997 Holden Beach Land Use Plan indicates that according to the National Wetlands
Inventory (NWI) maps, there are four types of wetlands present on Holden Beach: Estuarine
Emergent Wetlands, Estuarine Woody Wetlands, Freshwater Emergent Wetlands, and
Freshwater Woody Wetlands. The proposed project does not impact any of these wetland areas.
There are no Section 404 wetlands located within the proposed project limits. Maps depicting
the NWI wetlands associated with the project area are located in Appendix C.
(Fl
OCT 3 12-.3 D
DIVISION OF
COASTAL MANAGEMENT
HOLDEN BEACH VACUUM SEWER SYTEM 4-2
CAMA MAJOR DEVELOPMENT PERMIT
5. PROPOSED DEVELOPMENT
Work Plan drawings for Service Areas 2-4 of the proposed vacuum sewer system are included in
Appendix B of this application. The Holden Beach Vacuum Sewer System is divided into four
service areas. Each one servicing approximately one quarter of the island.
Service Area 1 (SA-1) covers the eastern portion of the island from the eastern tip to Highpoint
Street. A CAMA Permit (Permit No. 6-02) was issued for SA-1 on January 31, 2002.
SA-2 services the east-central portion of the island. It will abut SA-1 and extend to a point west
of Sand Dollar Drive. SA-3 services the west-central portion of the island. It will abut SA-2 and
extend to a point west of Sailfish Drive. SA-4 services the western portion of the island. It will
abut SA-3 and extend to the end of W. Ocean Boulevard. (Sewer Layout Map, Appendix C)
Several sections of the proposed project are located within AECs. These areas are primarily
located along Ocean Boulevard. As stated previously, there will be no impact on coastal or 404
wetlands.
This CAMA Major permit application is for Service Areas 2-4. Each Service Area may be bid as
a separately but they are all part of the same Holden Beach Vacuum Sewer System project.
0' ;
2003 l )'
DIVISION OF
COASTAL MANAGEMENT
HOLDEN BEACH VACUUM SEWER SYSTEM 5-1
CAMA MAJOR PERMIT APPLICATION
6. OTHER APPLICATION ISSUES
6.1 Pipeline Rights-of-Way
The sewer collection lines will be installed within roadway rights-of-way. Ocean Boulevard is a
state-owned road (NCDOT), while the remaining roads next to which the sewer lines will be
located, are all Town roads.
A typical utility installation in the NCDOT Right-of-Way requires NCDOT approval before
construction may begin. Approval of an encroachment agreement requires sealed construction
drawings and;a signed encroachment agreement. The DCM office in Raleigh concurred that the
CAMA Major Development Permit approval may be conditional upon approval of NCDOT
Right-of-Way encroachment agreements.
6.2 Erosion and Sediment Control Plan
An Erosion and Sediment Control Plan will be submitted at least 30 days prior to construction.
The DCM office in Raleigh indicated that the CAMA Major Development Permit approval may
be conditional upon approval of the Erosion and Sediment Control Plan by Land Quality.
6.3 Stormwater Management Plan
A copy of the Vacuum Sewer System plans and a letter requesting an exemption from the State
Stormwater Permit was submitted on August 27, 2003. There is no built-upon area for the
proposed project, therefore it is anticipated that an exemption letter will be issued from the
Division of Water Quality State Stormwater;Group.
6.4 Previous State or Federal Permits
At the time of this application the following state of federal permits have been submitted for:
the Service Area 1 portion of this project:
Submitted:
Non-Discharge Permit (Application No. WQ0022966)
Submitted and Approved:
CAMA Major Permit (Permit No. 6-02)
EXEMPTION from Stormwater Management Permit Regulations (Stormwater Project
No. SW8 010814)
Erosion and Sedimentation Control Plan (Project No. BR-03268) -
NCDOT Right of Way Encroachment Agreement (BE-529)
F2 [D"E H V
D
3 1 ZriV3,
OCT
DIVISION OF
HOLDEN BEACH VACUUM SEWER SYTEM COASTAL MA 6 1?;?EPrIENT
CAMA MAJOR DEVELOPMENT PERMIT
6.5 Compliance with the N.C. Environmental Policy Act
Based upon conversations with Mr. Doug Huggett of the Division of Coastal Management
(DCM), DCM would not require an Environmental Assessment (EA) or Environmental Impact
Statement (EIS) for this project. Mr. Huggett did indicate that it was possible that one of the
other reviewing agencies may request that an EA or EIS be completed prior to issuing the
CAMA Major Development Permit.
Additionally, according to N.C.G.S. 113A-12, "No environmental document shall be required in
connection with: (1) The construction, maintenance, or removal of an electric power line, water
line, sewage line, stormwater drainage line, telephone line, telegraph line, cable television line,
data transmission line, or natural gas line within or across the right-of-way of any street or
highway." This project consists of construction of sewer lines within right-of-way of state and
local roads.

72RHVE
DD
CST 3 12003
D
DIVISION OF
COASTAL t 01AGEMENT
HOLDEN BEACH VACUUM SEWER SYTEM 6-2
CAMA MAJOR DEVELOPMENT PERMIT
7. CONCLUSIONS
A summary of the proposed development activities is as follows:
• This permit application is for Service Areas 2-4 of the Holden Beach vacuum sewer system.
• This project consists of installation of vacuum sewer collection line's only. Neither the pump
stations, nor the crossing of the IntraCoastal Waterway are included in this proposed project.
• The following permit applications and agreements for all proposed work will be submitted as
indicated:
NCDOT Right of Way Encroachment Agreement for Primary and Secondary Roads
with the NCDOT.
Non-Discharge Permit
with the NCDENR Division of Water Quality
Request for Exemption from Stormwater Management Permit Regulations
with the NCDENR Division of Water Quality. (It is anticipated that an exemption
letter will be issued from the DWQ since there will be no impervious surfaces
associated with this project.)
Erosion and Sedimentation Control Permit
with the Division of Land Resources, Land Quality Section for approval prior to
beginning construction.
• The proposed Holden Beach vacuum sewer system project is consistent with the Holden
Beach Land Use Plan.
+ C
TO E C 1.1.1J 7 V E
Lam!
C'C" T 3 12003 D
DIVISION OF
COASTAL MANA%'.':4-EME-t?T
HOLDEN BEACH VACUUM SEWER SYSTEM 7_I
CAMA MAJOR PERMIT APPLICATION
8. CONSTRUCTION AND OPERATION
8.1 Methods of Construction
The Construction Documents (e.g. plans and specifications) clearly address specific day to day
construction activities that the contractor will be required to follow as part of the Construction
Contract. The specification sections that specifically address construction methods are:
Completion, Cleanup and Guarantee (Section 1700), Trenching, Backfilling & Compaction
(Section 2220), Seeding (Section 2485), and Paving and Surfacing (Section 2500). (See
Appendix G).
Pipe boring and/or jacking will be conducted to install pipe beneath Ocean Boulevard. This
technique will be used at road crossings and to provide sewer line access to homes on the
opposite side of the street from the main sewer line.
Specific Erosion and Sediment Control measures are shown on the plans (Final Design - Not
Released for Construction). (See Appendix B - plan sheet C-34)
8.2 Daily Operations
The Holden Beach Vacuum Sewer System will eventually connect with the County-wide sewer
system that is currently being designed. The Holden Beach system will consist of vacuum
collection lines, pump stations, manholes, and taps to individual properties. The pump stations
are not being constructed at this time. Until the time that the County-wide system is ready for
connections, the Holden Beach collection lines will be capped off and unused. Once the
connections are made to the County-wide system, the wastewater from Holden Beach will be
pumped via the vacuum system to the County'ss ;collection system. From this point the
wastewater will be distributed via the County's collection system to the regional wastewater
treatment plant. At this time, the design of the wastewater treatment plant is not complete,
therefore information regarding treatment processes and disposal of the treated effluent is
unknown.
Gi.T3Z443
OF LID
COASTAL DIVI
SIONMANAGEMENT
HOLDEN BEACH VACUUM SEWER SYSTEM 8-1
CAMA MAJOR PERMIT APPLICATION
9. REFERENCES
Soil Survey of Brunswick County, North Carolina, 1986, USDA.
Town of Holden Beach Land Use Plan 1997 Update, prepared by Howard T. Capps &
Associates, Inc. and the Town of Holden Beach, CRC Certification Notiember 20, 1998.
Cowardin, L.M., V. Carter, F. Golet, and E. LaRoe, 1979. Classification of Wetlands and
Deepwater Habitats of the United States, U.S. Fish and Wildlife Service, 103 pp.
United States Department of the Interior, Fish and Wildlife Service, National Wetlands Inventory
Mapping, 7.5' North Carolina Quadrangles referenced: Lockwoods Folly, Holden Beach, and
Shallotte, all published 1994.

11?? Lug ? J
J DI VtSln° c 1= -
COASTAL tJ?ht??AUt',?t?t?tT
HOLDEN BEACH VACUUM SEWER SYSTEM 9-1
CAMA MAJOR PERMIT APPLICATION
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PROJECT
LOCATION
TOWN OF HOLDEN BEACH
UM LOCATIO
HOLDEN BEACH VACUU R SYSTEM
URS Corporation - North Carolina CAMA MAJOR DEVELOP T PE,?j1iM1}T Z?03
277 Bendix Road, Suite 500 FIGURE 4 ??,1 1
Virginia Beach, VA 23452
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WETLANDS MAP
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WETLANDS MAP
CAMA MAJOR DEVELOPMENT PERMIT
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SOILS MAP
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2 1 3 1 4
HOLDEN BEACH
C
VACUUM SEWER SYSTEM
HOLDEN BEACH, NORTH CAROLINA
t
V_
SERVICE AREA 4
SYMBOLS / ABBREVIATIONS
SEPTIC TANK
HOMEOWNER THAT RESPONDED TO SEWER INFORMATION FORM
TELEPHONE PEDESTAL
B- - CABLE PEDESTAL
-- ELECTRICAL JUNCTION BOX
'>'--'- ELECTRICAL METER
- LIGHT POLE
POWER POLE
+.. WATER METER
- ELECTRICAL TRANSFORMER
_ FLAG POLE
SIGN
- MAILBOX
.-- - •-. - WATER BLOWOFF VALVE
TREE
BUSH, SHRUB
' VEGETATION LINE
----->-- FENCE LINE
"- SPOT ELEVATION
----': -'" EXISTING GROUND CONTOUR
- - - UNDERGROUND ELECTRIC
- UNDERGROUND CABLE
- UNDERGROUND TELEPHONE
-- sw---- WATER MAIN PIPING AND SIZE
-- --- FIRE HYDRANT
-- --- WATER VALVE
- RIGHT-OF-WAY LINE
- - PROPERTY LINE
- STORMWATER PIPING AND SIZE
STORMWATER DROP INLET
- STORMWATER MANHOLE
® - STORMWATER INLET PROTECTION
-i-¦i-F* TEMPORARY SILT FENCE
¦ STRAW BALE
PROPOSED VACUUM SEWER LINE
PROPOSED VACUUM SEWER ISOLATION VALVE
PROPOSED VACUUM SEWER LINE UNDER SEPARATE CONTRACT
0 DEEP VALVE PIT
0 SINGLE BUFFER TANK
T 3. OR 4' STUB
PROPOSED SANITARY SEWER FORCE MAIN
-- , PROPOSED FORCE MAIN-VALVE
'!-?-9 PROPOSED'2=INCH. FORCE MAIN AIR VENT
A 9UILDiNG AT--,GRADE
`.
BUILDING ON STILTS/PILONS
NUMBER OF STORIES IN:BWLDING
_ ASPHALT
'CONCRETE
JGRAVE6
L,, .LEN LENGTH
DIA DIAMETER
fE _ _ `-CQNTERLINE. ,-
r A- C :BASELINE "'-
_ INCH _
It. . . FOOT....
PVC POLYVINYL CHLORIDE PIPING
TYP. TYPICAL
STA STATION
INV INVERT
SERVICE AREA 3
r
i
SERVICE AREA 2 SERVICE AREA 1
SERVICE AREA 2
OCTOBER 17, 2003
INDEX TO DRAWINGS
``44
ORTH C AROLINA ?bl,tr
II i
PROJECT
LOCATION
Atlan c
' ? "{ ? Ocean
Sri °" ?.
W?uw
Bc e m Long Bay
VICINITY MAP
NOT TO SCALE
2
3
4
RS CORPORATION - NORTH CAROLIN
277 BENDIX ROAD, SUITE 500
VIRGINIA BEACH, VIRGINIA
[phone]
C
1 CONSULTANTS
SEAL
i 027958 S
l ,'DINE,,.+J,
B
u 0 `9A
9
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AFC fEBRM?ai•
TOWN OF
HOLDEN BEACH
HOLDEN BEACH
SERVICE AREA 2
VACUUM SEWER SYSTEM
ISSUE: OCTOBER 17, 2003
PROJECT NO: 11654050.00000
CAD DWG FILE: SA-2 T1.DWG
DRAWN BY: EGD
A DESIGNED BY: EGD
CHECKED BY: CSG
SHEET TITLE
TITLE SHEET
T-1
T 1 OF 41

NO
TITLE SHEET
DESIGNATION
I TITLE SHEET T-1
2 GENERAL NOTES T-2
I j SHEET INDEX C-1
j PLAN AND PROFILE SHEETS
I OCE-H BLVD. NEST C-2
5 OCEAN BLVD. WEST (6 INCH FORCE MAIN) C-2A
5 1 OCEAN BLVD. WEST C-3
7 OCEAN BLVD WEST (6 INCH FORCE MAIN) C-3A
B OCEAN BLVD. WEST C-4
9 OCC'.N BLVD WEST (5 INCH FORCE MAIN) C-4A
10 CREtNSBCRO ST_ C-5
1, RR !SSORO ST C-6
12 GRE?I:SBORO ST. C-7
CHALLOTTE ST. C-S
14 DURHAM ST C-9
15 BURI INGTON ST C-10
16 SALISBURY f_II
17 SANFORD ST. C-12
IB RALEIGH ST. C-13
19 FAYE 7TEVILLE ST. C-14
20 LUMEERTON ST. C-15
21 OCEAN BLVD. WEST C-16
22 OCEAN BLVD. WEST C-17
23 OCEAN BLVD. WEST C-18
24 OCEAN BLVD. WEST C-19
25 OCEAN BLVD- WEST C-20
26 SCOTCH BONNET DR. C-21
27 SCOTCH BONNET DR. C-22
SHEET
NO. TIRE SHEET
DESIGNATION
26 LION'S PAW S7. C-23
29 STARFISH DR. C-24
30 SAND DOLLAR DR. C-25
31 SAND DOLLAR DR. C-26
DETAIL SHEET
32 VALVE PIT SUMMARY SHEET C-27
33 VALVE PIT SUMMARY SHEET C-28
34 STANDARD VALVE PIT/CONNECTON DETAILS C-29
35 STANOARD VALVE PIT-BREATHER DETAILS C-7D
36 STANDARD LINE DETAILS L-31
37 LINE CONNECTION DETAILS - C-32
3A SINGLE BUFFER TANK DETAILS C-33
79 MISCELLANEOUS DETAILS C-34
40 TRAFFIC CONTROL C-35
41 BORE AND JACK SUMMARY SHEET AND NCDOT GENERAL NOTES C-36

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SHEET TITLE
OCEAN BLVD. WEST
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HORIZONTAL GRAPHIC SCALE
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HORIZ. SCALE: 1"=50'
VERTICAL GRAPHIC SCALE VERT. SCALE: 1"=5'
5 0 25 5 10 20
( IN FEET )
1 inch = 5 TL 2
NOTES;
1. ALL UNDERGROUND UTIUnES DEPICTED ON DRAWNGS ARE 3. HOUSES BUILT AFTER NOVEMBER, 1999 ARE DEPICTED ACCORDING
DICITIZED ACCORDING TO UTILITY RECORDS AND LOCATIONS ARE TO STE PLAN RECORDS AND ARE FOR INFORMATIONAL PURPOSE
APPROXIMATE, THEREFORE THE ENGINEER AND TOUR! OF HOLDEN ONLY.
BEACH DO NOT GUARANTEE THEIR ACCURACY. PRIOR TO
EXCAVATION THE CONTRACTOR SHALL DETERMINE THE LOCATION OF 4. PROPOSED VALVE PIT LOCATIONS DEPICTED ARE APPROXIMATE.
ALL EXISTING UNDERGROUND UTILITIES. CONTRACTOR SHALL COORDINATE WTH INSPECTOR THE FINAL
LOCATI DNS AS WORM PROGRESSES
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1 inch = 50 fL 1 1 inch - 5 fL 2
PROFILE
HORIZ. SCALE: 1"=50'
VERT. SCALE: 1"=5'
NOTES:
1. ALL UNDERGROUND UTILITIES DEPICTED ON DRAWINGS ARE 3. HOUSES BUILT AFTER NOVEMBER, 1999 ARE DEPICTED ACCORDING
DIGITIZED ACCORDING TO UTILITY RECORDS AND LOCATIONS ARE TO SITE PLAN RECORDS AND ARE FOR INFORMATIONAL PURPOSE
APPROXIMATE. THEREFORE THE ENGINEER AND TOWN OF HOIDEN ONLY.
BEACH 00 NOT GUARANTEE THEIR ACCURACY. PRIOR TO
EXCAVATION THE CONTRACTOR SHALL DETERMINE THE LOCATION OF 6. PROPOSED VALVE PIT LOCATIONS DEPICTED ARE APPROXIMATE.
ALL EXISTING UNDERGROUND UTIUHES. CONTRACTOR SHALL COORDINATE WITH INSPECTOR THE FINAL
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CAD DWG FILE: SA-2 W_C21-C22.DWG
DRAWN BY: EGD
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SCOTCH BONNET DR.
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HORIZONTAL GRAPHIC SCALE VERTICAL GRAPHIC SCALE
50 0 25 50 100 200 5 0 2.5 5 10 20
( IN FEET) ( IN FEET)
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PROFILE
HORIZ. SCALE: 1"=50' NOT
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DIGITIZED ACCORDING TO UTILITY RECORDS AND LOCATIONS ARE TO SITE PLAN RECORDS AND ARE FOR INFORMATIONAL PURPOSE
APPROXIMATE. THEREFORE THE ENGINEER AND TOW OF HOLDEN ONLY.
BEACH DO NOT GUARANTEE THEIR ACCURACY. PRIOR TO
EXCAVATION THE CONTRACTOR SHALL DETERMINE THE LOCATION OF A. PROPOSED VALVE PIT LOCATIONS DEPICTED ARE APPROXIMATE
ALL EXISTING UNDERGROUND UTIUTIES. CONTRACTOR SHALL COORDINATE NTH INSPECTOR THE FINAL
LOCATIONS AS NOR( PROGRESSES.
2. EXISTING UTILITY DEPTHS DEPICTED IN PROFILE ARE ASSUMED.
3 ACCURACY IS NOT GUARANTEED. 4
URS CORPORATION - NORTH CAROLINA
277 BENDIX ROAD, SUITE 500
VIRGINIA BEACH, VIRGINIA
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PROJECT NO: 11654050.00000
CAD DWG FILE: SA-2_W C21-C22.DWG
DRAWN BY: EGD
A DESIGNED BY: EGD
CHECKED BY: CSG
SHEET TITLE
SCOTCH BONNET DR.
STA. 22+00 TO STA. 28+00
C-22
71
2
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HOLDEN BEACH
C
VACUUM SEWER SYSTEM
HOLDEN BEACH, NORTH CAROLINA
It

SERVICE AREA 4
SYMBOLS / ABBREVIATIONS
SEPTIC TANK
HOMEOWNER THAT RESPONDED TO SEWER INFORMATION FORM
- ' ?- TELEPHONE PEDESTAL
B -, CABLE PEDESTAL
- - ELECTRICAL JUNCTION BOX
ELECTRICAL METER
LIGHT POLE
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FLAG POLE
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TREE
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- - -- UNDERGROUND TELEPHONE
v- --- WATER MAIN PIPING AND SIZE
- 1- --- FIRE HYDRANT
- ---- WATER VALVE
--- RIGHT-OF-WAY LINE
- -- PROPERTY LINE
-= STORMWATER PIPING AND SIZE
STORMWATER DROP INLET
STORMWATER MANHOLE --- -----
- STORMWATER INLET PROTECTION
-¦-?-¦-Ft TEMPORARY SILT FENCE
¦ STRAW BALE
PROPOSED VACUUM SEWER LINE
PROPOSED VACUUM SEWER ISOLATION VALVE
PROPOSED VACUUM SEWER LINE UNDER SEPARATE CONTRACT
® DEEP VALVE PIT
SINGLE BUFFER TANK
3" OR 4- STUB
- PROPOSED SANITARY SEWER FORCE MAIN
---iF---' PROPOSED FORCE MAIN VALVE
?. ---?-+--- ', PROPOSED 2-INCH FORCE MAIN AIR VENT
-
A
? BUILDING AT GRADE
- BUILDING ON STILTS/PILONS
NUMBER OF STORIES IN BUILDING
- ASPHALT
:- - CONCRETE
.' 'GRAVEL
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`OIA . ---DIAMETER
,. ?•' - CENTERLINE
BASELINE
:INCH
ft G' FOOT
PVlir
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TYP. `.TYRCAL
?.- STA '"STATION
INV JNVDRT
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SERVICE AREA 3
4
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SERVICE AREA 2
SERVICE AREA 3
OCTOBER 17, 2003

1
--------------

4ORTH CAROLINA f

PROJECT ? :?
LOCATION
i ) Atlantic
1
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VICINITY MAP
NOT TO SCALE
2
SERVICE AREA 1
INDEX TO DRAWINGS
SHEET
NO
TITLE SHEET
DESICNanpN
1 TITLE SHEET T-1
2 GENERAL NO7E5 T-2
7 SHEFT INDEX C-1
PLAN AND PROFILE SHEETS
4 OCEA1. BLVD. EAST C-2
5 OCEAN BLVD. EAST C-3
I OCEAN BLVD. EAST C-4
7 OCEAN BLVD. WEST C-5
B OCEAN BLVD. WEST (6 INCH FORCE MAIN) C-5A
9 OCEAN BLVD. WEST C-6
10 OCEAN BLVD. WEST (6 INCH FORCE MAIN) C-6A
11 OCEAN BLVD. WEST C-7
12 OCEAN BLVD. WEST (6 INCH FORCE MAIN) C-7A
13 OCEAN BLVD. WEST C-8
14 OCEAN BLVD. WEST (6 INCH FORCE MAIN) C-BA
15 OCEAN BLVD. WEST C-9
16 OCEAN BLVD- WEST (6 INCH FORCE MAIN) C-9A
17 SWORDFISH DR. C-10
18 SWORDFISH DR. C-11
19 HERON DR. C-12
20 DOLPHIN DR. C-13
21 DOLPHIN DR. C-14
22 TUNA OR. C-ts
27 TUNA DR. C-16
3
SHEET
N0. TITLE SHEET
DESIGNATION
24 MARUN DR. C-17
25 MARLIN DR. C-18
26 TARPON DR. C-19
27 TARPON DR. C-20
28 SAILFISH DR. C-21
29 SAILFISH DR. C-22
DETAIL SHEETS
30 VALVE PIT SUMMARY SHEET C-23
31 VALK PIT SUMMARY SHEET C-24
32 STANDARD VALVE PIT/CONNECTION DETAILS C-25
33 STANDARD VALVE PIT-BREATHER DE'iLS C-26
34 STANDARD LINE DETAILS C-27
35 LINE CONNECTION DETAILS C-28
36 MISCELLANEOUS DETAILS C-29
37 TRAFFIC CONTROL C-30
38 BORE k JACK SUMMARY SHEET C-71

4
URS CORPORATION - NORTH CAROLINA
277 BENDIX ROAD, SUITE 500
VIRGINIA BEACH, VIRGINIA
(757)499- 4224
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MARK DATE DESCRIPTION
ISSUE: OCTOBER 17, 2003
PROJECT NO: 11654050.00000
CAD DWG FILE: SA-3-TI.DWG
DRAWN BY: EGD
A DESIGNED BY: EGD
CHECKED BY: CSG
1 SHEET TITLE
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T-1
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SHEET TITLE

?" - -? SHEET INDEX
:-' GRAPHIC SCALE
250 0 125 250 500 1000
C-1
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1 NVI
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URS CORPORATION - NORTH CAROLINA
277 BENDIX ROAD, SUITE 500
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50 0 25 50 100 200
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( IN FEET' )
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PROFILE
HORIZ. SCALE: 1"=50' NOTES
A
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1"
5' I. ALL UNDERGROUND UTIUTIES DEPICTED ON DRAWNCS ARE 3. HOUSES BUILT AFTER NOVEMBER. 1999 ARE DEPICTED ACCORDING
VERTICAL GRAPHIC SCALE . SC
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= OICJn2ED ACCORDING TO UTILITY RECORDS AND LOCATIONS ARE TO SITE PLAN RECORDS AND ARE FOR INFORMATIONAL PURPOSE
APPROXIMATE. THEREFORE THE ENGINEER AND TOW OF HOLDEN ONLY.
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EXCAVATION THE CONTRACTOR SHALL DETERMINE THE LOCAnON OF 4. PROPOSED VALVE PIT LOCATIONS DEPICTED ARE APPROXIMATE.
ALL EnSTWO UNDERGROUND UTILITIES. CONTRACTOR SHALL COORDINATE YAM INSPECTOR THE FINAL
LOCATIONS AS NORM PROGRESSES. _
( IN FEET) 2. EXISTING UTILITY DEPTHS DEPICTED IN PROFILE ARE ASSUMED.
I 1 inch = 5 IL 2 3 ACCURACY IS NOT GUARANTEED.
"=50'
SCALE: i
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AF Ap
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TOWN OF
HOLDEN BEACH
HOLDEN BEACH
SERVICE AREA 3
VACUUM SEWER SYSTEM
ISSUE: OCTOBER 17, 2003
PROJECT N0: 11654050.00000
CAD DWG FILE: SA-3_W_C19-C20.DWG
DRAWN BY: EGD
DESIGNED BY: EGD
CHECKED BY: CSG

SHEET TITLE
TARPON DR.
STA. 10+00 TO STA.19+50
C
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CONSTRUCTION E = CE OF
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SCALE: 1"=50'
4
LEGEND
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PROFILE
HORIZ. SCALE: 1"=50' NOTES
VERT
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N
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EXCAVATION THE CONTRACTOR SHALL DETERMINE THE LOCATION OF 4. PROPOSED VALVE PIT LOCATIONS DEPICTED ARE APPROXIMATE.
ALL EXISTING UNDERGROUND UTILITIES. CONTRACTOR SHALL COORDINATE WTH INSPECTOR THE FINAL
LOCATIONS AS WORK PROGRESSES.
IN FEET) I EN FEET 1 2. EXISTING UTILITY DEPTHS DEPICTED IN PROFILE ARE ASSUMED.
1 inch = 50 fL 1 1 Inch = 5 ft 2 3 ACCURACY 15 NOT GUARANTEED. 4
URS CORPORATION - NORTH CAROLINA
277 BENDIX ROAD, SUITE 500
VIRGINIA BEACH, VIRGINIA
[phone]
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CONSULTANTS
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ISSUE: OCTOBER 17, 2003
PROJECT NO: 11654050.00000
CAD DWG FILE: SA-3_W_C19-C20.DN
DRAWN BY: EGD
A DESIGNED BY: EGD
CHECKED BY CSG
SHEET TITLE
TARPON DR.
STA. 19+50 TO STA. 24+00
C-20
1
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HOLDEN BEACH
IC
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HOLDEN BEACH, NORTH CAROLINA
4

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SERVICE AREA 2 SERVICE AREA 1
SERVICE AREA 3
SERVICE AREA 4
SYMBOLS / ABBREVIATIONS
SEPTIC TANK
HOMEOWNER THAT RESPONDED TO SEWER INFORMATION FORM
TELEPHONE PEDESTAL
CABLE PEDESTAL
,- ELECTRICAL JUNCTION BOX
-- ELECTRICAL METER
LIGHT POLE
POWER POLE
WATER METER
ELECTRICAL TRANSFORMER
.. FLAG POLE
SIGN
MAILBOX
_?. WATER BLOWOFF VALVE
TREE
BUSH, SHRUB
VEGETATION LINE
- >.----- FENCE LINE
SPOT ELEVATION
---- - EXISTING GROUND CONTOUR
- -- - UNDERGROUND ELECTRIC
-- - UNDERGROUND CABLE
- - UNDERGROUND TELEPHONE
WATER MAIN PIPING AND SIZE
FIRE HYDRANT
WATER VALVE
--- RIGHT-OF-WAY LINE
-- - PROPERTY LINE
STORMWATER PIPING AND SIZE
STORMWATER DROP INLET
STORMWATER MANHOLE
J= STORMWATER INLET PROTECTION
?.N.a t TEMPORARY SILT FENCE
STRAW BALE
- PROPOSED VACUUM SEWER LINE
PROPOSED VACUUM SEWER ISOLATION VALVE
--I -T 7F F-f-I T _ PROPOSED VACUUM SEWER LINE UNDER SEPARATE CONTRACT
DEEP VALVE PIT
O SINGLE BUFFER TANK
m- 3' OR 4" STUB
PROPOSED SANITARY SEWER FORCE MAIN
- _-CIF- PROPOSED FORCE MAIN VALVE
., - PROPOSED 2-INCH FORCE MAIN AIR VENT
BUILDING AT GRADE
A
- BUILDING ON STILTS/PILONS
" NUMBER OF STORIES IN BUILDING
ASPHALT
CONCRETE
GRAVEL
LENGTH
DIA DIAMETER
Q - - CENTERLINE
Ej .. BASELINE
INCH
FOOT
-:.PVC '
- - POLYVINYL CHLORIDE PIPING
TYp,-- TYPICAL
_ STA STATION
INV INVERT
SERVICE AREA 4
OCTOBER 17, 2003
INDEX TO DRAWINGS
1 G
WORTH CAROL -4
e.nV
PROJECT 1( f
LOCATION atlantic
? u I, 1? Ocean
7 c.. N?.a• ? ??`,swvM
sC Long Bay `..
VICINITY MAP
NOT TO SCALE
SHEET
NO. TITLE DESIGN SHEET
ATION
I TITLE SHEET T-I
2 , GENERAL NOTES T-2
3 SHEET INDEX C-1
PLAN AND PROFILE SHEETS
OCEANPLVD WEST C-2
5 OCEAN BLVD. WEST (6 INCH FORCE MAIN) C-2A
6 DLEAN BLVD WEST C-3
7 OCEAN BLVD. WEST (6 INCH FORCE MAIN) C-3A
B OCEAN BLVD. WEST C-4
9 OCEAN BLVD WEST (6 INCH FORCE MAIN) C-4A
10 OCEAN BLVD. WEST C-5
11 OCEAN BLVD. WEST (6 INCH FORCE MAIN) C-5A
12 OCEAN BLVD. WEST C-6
13 OCEAN BLVD. WEST (6 INCH FORCE MAIN) C-6A
14 SKIMMER COURT AND STRAWFLOWER C-7
15 SHELL DRIVE AND SCHOONER DRIVE C-8
16 WINDJAMMER AND SEAVIEW DRIVE C-9
17 SUNSHINE LANE C-10
16 CLI PE SHIP DRIVE C-11
19 MARSH WALK C-12
20 BY THE SEA DRIVE C-13
21 FRIGATE C-14
22 SEAGULL STREET C-15
23 DEAL DRIVE C-16
SHEET
N0.
TITLE SHEET
DESIGNATION
24 SEASIDE DRIVE C-17
25 POINT WEST AND TIDE RIDGE ORrvE C-18
26 TIDE RIDGE DRIVE AND COOUINA DRIVE C-I9
27 OCEAN BLVD- WEST C-20
28 OCEAN BLVD. WEST C-21
29 OCEAN BLVD. WEST C-22
30 OCEAN BLVD. WEST C-23
31 SAITAnON, LOGGERHEAD 6: SALICORNIA COURTS C-2l
DETAIL SHEETS
32 VALVE PIT SUMMARY SHEET C-25
33 STANDARD VALVE PIT/CONNECTION DETAILS C-26
31 STANDARD VALVE PIT-BREATHER DETA:S C-27
35 STANDARD LINE DETAILS C-28
36 LINE CONNECTION DETAILS C-29
37 SINGLE BUFFER TANK DETAILS C-30
38 MISCELLANEOUS DETAILS C-31
39 TRAFFIC CONTROL C-32
4O JACK h BORE SUMMARY SHEET C-33

URS CORPORATION - NORTH CAROLINA
277 BENDIX ROAD, SUITE 500
VIRGINIA BEACH, VIRGINIA
[phone]
C
1 CONSULTANTS
mMlancN xa*xlrASO Nwwro+MxxnN
°y4?
SEAL E
i 027958 i E
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TOWN OF
HOLDEN BEACH
HOLDEN BEACH
SERVICE AREA 4
VACUUM SEWER SYSTEM
ISSUE: OCTOBER 17, 2003
PROJECT NO: 11654050.00000
CAD DWG FILE: SA-3_T1.DWG
DRAWN BY: EGO
A DESIGNED BY: EGO
CHECKED BY: CSG
1 SHEET TITLE I
TITLE SHEET
T-1
2
3
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NOT m SCALE
Zn rT C`rZOAn1/ I lkfr
60 FT SETBACK LINE --j ATLANTIC OCEAN
250 125 0 250 500
scale feet
INTRACOASTAL WATERWAY
MEAN HIGH WATER LINE
FLAGGED BY CAMA ON
DEC. 4, 2001
r-3 FT CONTOUR LINE
FIRST LINE OF VEGETATION
FLAGGED BY CAMA
OCTOBER, 1999
FIRST LINE OF
VEGETATION
APRIL, 1997
T-
o?N e? APPLICANT: TOWN OF HOLDEN BEACH
V
= z PROJECT: SERVICE AREA 2 VACUUM SEWER
P •
1N DATE: OCTOBER 24, 2003
URS CORPORATION - NORTH CAROLINA TOWN OF _
zn BENUX ROAD, su,E 50O
NRCHA °r"A BEACH, VIRGINIA SHEET 1 OF 3
HOLDEN BEACH
(75799-4221
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- PRELIMINARY
NOT FOR CONSTRUCTION

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250 D 125 250 500 1000
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1 1 inch = 250 M I
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56068 VIRGINIA BEACH BOULEVARD
EXECUTIVE COVE CENTER, SUITE 204
VIRGINIA BEACH, VIRGINIA
[phone]
C
CONSULTANTS
B
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b
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FEBR1D.
TOWN OF
HOLDEN BEACH
HOLDEN BEACH
SERVICE AREA 4
VACUUM SEWER SYSTEM DESIGN
ISSUE: AUGUST 24, 2001
PROJECT NO: 42378.04
CAD DWG FILE: SA-4 C1.DWG
DRAWN BY: EGD
A CHECKED BY: CSG
SHEET TITLE I
SHEETINDEX
C1
2 1 3 _ 4
3 FT 9NTOUR LINE IN_ "TRACOASTAL
? ?=
--? \ ---_ - - WATE
R
WAY
30 FT SETBACK LINE '
.a.
' 3 FT CONTOUR LINE
3 FT,CONTOUR LINE
4
?17 SETBACK_tN
E
- I -
1 --` - ? 0 F
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:30 FT SETBACK LINE
{
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LLI
(.5 Li
8 -a- I I a I l t r (! W - .? _J-...
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!PR OSED VACUU
- 1 I ?; T NO. 2 -
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c _ 3 FT CONTOUR LINE p!
> 4,-
30 FT SETBACK LINE =-
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I
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Sin 13.?P
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ttc
f' f X?C _ r y n_ 'ff
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1
---------------- - - ------------
FIRST LINE OF
FIRST LINE OF VEGETATION 60 FT SETBACK LINE
W ffi o,\„,., A FLAGGED BY CAMA VEGETATION ?N a APPLICANT: TOWN OF HOLDEN BEACH
-- _D ! OCTOBER, 1999 APRIL, 1997 0
?r R o N A , ATLANTIC OCEAN i 1 i PROJECT: SERVICE AREA 2 VACUUM SEWER
~r !GG aw Atlantic ?•
ocaan 250 125 0 250 500 ?`? •?`; DATE. OCTOBER 24, 2003
-Tt UNS CORPORATION - NORTH cwouNA TOWN OF
MCIMIY MAP 2-1-7 IRGINIAA BEMX BEACH. %RRIQNIA°° SHEET 2 OF 3
Long Bay NOT TOSCAI£ scale feet [phone] HOLDEN BEACH
I CONSULTANTS
IB
IA
SEAGULL STREET LEGEND
SCALE: 1"=50' 0 DEEP VALVE PIT
0 SINGLE BUFFER TANK
N ISOLATION VALVE
H0RI0NTAL GRAPHIC SCALE
50 0 25Y"50 100 200
IN FEET )
1 inch - 50 fL 1
PROFILE
HORIZ. SCALE: 1"=50' NOTES;

VERTICAL GRAPHIC SCALE VERT. SCALE: I"=5' 1 ALL UNDERGROUND UTILITIES DEPICTED ON DRANNGS ARE
DIGITRED ACCORDING TO UTILITY RECORDS AND LOCATIONS ARE 3. HOUSES BUILT AF!ER NOVEMBER, 1999 ARE DEPICTED ACCORDING
TO SITE PLAN RECORDS AND ARE FOR INFORMATIONAL PURPOSE
APPROXIMATE, THEREFORE THE ENGINEER AND TOWN OF HOLDEN ONLY.
5 p 2.5 5 10 20 BEACH DO NOT GUARANTEE THEIR ACCURACY. PRIOR TO
EXCAVATION THE CONTRACTOR SHALL DETERMINE THE LOCATION OF A. PROPOSED VALVE PIT LOCATIONS DEPICTED ARE APPROXIMATE.
ALL EXISTING UNDERGROUND UTILITIES. CONTRACTOR SHALL COORDINATE NTH INSPECTOR THE FINAL
LOCATIONS AS WORK PROGRESSES.
( IN FEET.)
1 inch - 5 ft 2 2. EXISTING UTILITY DEPTHS DEPICTED IN PROFILE ARE ASSUMED.
3 ACCURACY IS NOT GUARANTEED. I
4

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ulz
TOWN OF
HOLDEN BEACH
HOLDEN BEACH
SERVICE AREA 4
VACUUM SEWER SYSTEM
ISSUE: OCTOBER 17, 2003
PROJECT NO: 11654050.00000
CAD DWG FILE: SA-4_E_C15.DWG
DRAWN BY: EGD
A DESIGNED BY: EGD
CHECKED BY: CSG
SHEET TITLE
SEAGULL STREET
STA. 10+00 TO STA. 21+50
C-15
22 OF
INTRACOASTAL WATERWAY
j
i
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sw VK3MTY YAP
Long Bay NOr TO SCALE
60 FT SETBACK LINE'
ATLANTIC OCEAN
250 125 0 250 500
scale feet
FIRST LINE OF VEGETATION
FLAGGED BY CAMA
OCTOBER, 1999
FIRST LINE OF
VEGETATION
APRIL, 1997
URS CORPORA71ON - NORTH CAROLINA
277 RENDIX ROAD, SUITE 500
VIRGINIA REACH, VIRGINIA
[phone]
0
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SERVICE AREA4
VACUUM SEWER SYSTEM
HORIZONTAL GRAPHIC SCALE VERTICAL GRAPHIC SCALE
50 0 25 50 100 200 5 0 2.5 5 10 20
( IN FEET) ( ON FEET )
I inch = 50 TL 1 I Inch = 5 EL 2
PROFILE
HORIZ. SCALE: 1"=50' NOTES:
SCALE
VERT
1"=5' 1. ALL UNDERGROUND UTILITIES DEPICTED ON DRAWINGS ARE 3. HOUSES BUILT AFTER NOVEMBER, 1999 ARE DEPICTED ACCORDING
.
: DIGITIZED ACCORDING TO UTUTY RECORDS AND LOCATIONS ARE TO SITE PLAN RECORDS AND ARE FOR INFORMATIONAL PURPOSE
APPROXIMATE, THEREFORE THE ENGINEER AND TOWN OF HOLDEN ONLY.
BEACH 00 NOT GUARANTEE THEIR ACCURACY PRIOR TO
EXCAVATION THE CONTRACTOR SHALL DETERMINE THE LOCATION OF A. PROPOSED VALVE PIT LOCATIONS DEPICTED ARE APPROXIMATE.
ALL EXISTING UNDERGROUND UTIUnES. CONTRACTOR SHALL COORDINATE 'NTH INSPECTOR THE FINAL
LOCATIONS AS WORK PROGRESSES.
2. EXISTING UTILITY DEPTHS DEPICTED PROFILE ARE ASSUMED,
IN
3 ACCURACY IS NOT GUARANTEED
. 4

MARK DATE DESCRIPTION
ISSUE: OCTOBER 17,2003
PROJECT NO: 11654050.00000
CAD DWG FILE: SA-4 E_Ci6.DWG
DRAWN BY: EGD
A DESIGNED BY: EGD
CHECKED BY: CSG
SHEET TITLE
POINT WEST
STA. 10+00 TO STA. 14+60
TIDE RIDGE DRIVE
STA. 14+60 TO STA. 19+23
C-18
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w
3 FT CONTOUR LINE

NORTH
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4 Betl? {bw
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Ocean
VK3Att MAP
COng Bay NOT TO SCALE
250 125 0 250 500
scale feet
w r I ?Liom.n LIIYL
URS
URS CORPORATION - NORTH CAROLINA
277 9ENDI% ROAD, SLATE 500
VIRGINIA BEACH, 'ARGNIA
[phone]
Project Detail Sheets
APPENDIX B
HOLDEN BEACH VACUUM SEWER SYSTEM
CAMA MAJOR PERMIT APPLICATION
N

250 125 0 250 500
scale feet
1-60 FT. SETBACK LINE
ATLANTIC OCEAN
URS CORPORATION - NORTH CAROLINA
277 BENDI% ROAD. SUITE 500
'AROINIA BEACH. VIRGINIA
[phone]
W
W
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W
W
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W
Z
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APPLICANT: TOWN OF HOLDEN BEACH
PROJECT: SERVICE AREA 3 VACUUM SEWER
TOWN OF
HOLDEN BEACH SHEET
OCTOBER 24, 2003
3
3
20 T
-
4 O O
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15 <? p

10
5
if- X5.8_.._._
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0
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--- -- -----
5+00
2
EX-51 GRADE ALON
OF VACUUM SE"
14+00 13+00 12+00
11+00 10+00
HORIZONTAL GRAPHIC SCALE VERTICAL GRAPHIC SCALE
50 0 25 50 100 200 5 0 2.5 5 10 20
( IN FEEL) ( IN FEET )
finch=50 n. 1 Iinch =5m. 2
WI
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aw
25
20

15 w III
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10
10
----- -------- -- -

0 7$ ._._ ........_...
MIN'.. ...._... 4

_ _..LEt4-4

-10 L ..'
10+00
PROFILE
HORIZ. SCALE: 1"=50'
VERT. SCALE: 1"=5'
_ _ - _ _

A 4 n.PV? ?
__
W-T
a aaPVC
SLaREaw%

MARK

DATE

DESCRIPTION
_
- LtN 3S2 -._
51eRFE}.2Q?
` - 0 ISSUE: OCTOBER 17,2003
_ .......
_.- ....... .J- 01A-4m:PVC -...... _ ._....-. ,......
_
- - ._...- -.. ._ ..---- -- -
PROJECT NO: 11654050.00000
_..-...__.._.,-- --
..... ..... ^--- ._... -
_:...---- -............ .................... ....'--._..._ .. - _..-... - - ---..-.....------ CAD DWG FILE: SA-_E_C19-DWG
_. '.._...----------.- .........-._- DRAWN BY: EGD
- .... -------

-
5
A
DESIGNED BY: EGD

.... .: _.._-. _ - .............. ........ .._ .....
..- .;... _.... ............ _... '._._._ -
._.
.....
_

CHECKED BY: CSG

-----.. - -- -- --- - .........
--- ._--- .--- ---
- --'----
.. SHEET TITLE
, -To
11+00 12+00 13+00 14+00 15+00 TIDE RIDGE DRIVE

NOTES:

R ARE DEPICTED ACCORDING
DEPICTED ON DRAWINGS ME 3. HOUSES BUILT AFTER MMM8ER. 1999
1. ALL UNDERGROUND UTILITIES
TIONS ARE TO SITE PLAN PUN RECORDS S AND ANO ARE FOR INFORMATIONAL Pl+P05E STA. 10+00 TO STA. 15+09
COQUINA DRIVE

STA. 10+00 TO STA. 16+82
DIGITIZED ACCORDING TO O uRUn RECORDS AND LOCA
UTILITY
APPROXIMATE, THEREFORE THE ENGINEER AND TOWN OF HOLDEN ONLY
BEACH DO NOT GUARANTEE THEIR ACCURACY. PRIOR TO
EXCAVATION THE CONTRACTOR SHALL DETERMINE THE LOCATION OF A. PROPOSED VALVE FIT LOCATIONS DEPICTED ARE APPROXIMATE.
ALL EXISTING UNDERGROUND UTILITIES. CONTRACTOR SH/v1 COORDINATE WITH INSPECTOR THE FINAL
LOCATIONS AS WCRX PROGRESSES.
2. EXISTING UTILITY DEPTHS OEPICTED IN PROFILE ARE ASSUMED.
3 ACCURACY IS NOT GUARANTEED. I
3 FT' CONTOIAZ LINE ??---3 FT CONTOUR LINE
30 FT SETBACK LINE p----30 FT SETBACK LINE
ti
. 4in.PVC - -
IL r
o - 4m.Pv_Ci- k'1y0ftDFTStt_ RIVE
SAN fiSli --DRIVE
I
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---
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3 FT CONTOUR LINE
- - 1 Iq
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30 FT SETBACK LINE
-- _ ?? I - sti P fj rr /
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6in.PVGfDPxz_uNN
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-.. of - _ - F S r3 x`
4
e? APPLICANT: TOWN OF HOLDEN BEACH
140R TH
F a - - -- - - _ -- _- -_ = f i PROJECT: SERVICE AREA 3 VACUUM SEWER
?Q-A ao ! H FLAGGED BY CAMA 60 FT. SETBACK o
MCA= OCTOBER, 1999 ATLANTIC OCEAN LINE ?;p"k
Ljowmimmm
°r ocean 250 125 0 250 500•R`' DATE: OCTOBER 24, 2003
w. T eNtlOa " VCMTY YAP URS CORPORA nON - NORTH CAR"A TOWN OF SUITE 277 BENDIX RAD• • VIRGINIA
Long Bay RO7tOSCALE scale feet VIRGINIA [phone] HOLDEN BEACH SHEET 2 OF 3
2
C
x3-3/4" RAISED LETTER
A
A 012
"x1" RAISED LETTERING NOTES:

1. ALL GRAY IRON CASTINGS SHALL

1 4 CONFORM TO ASTM A-48,
?i CLASS 30 AND SHALL BE OF
UNIFORM QUALITY.
2. ALL CASTING DIMENSIONS SHALL
?
II
m m HAVE A TOLERANCE OF 1/8"i.
1 n 3. ALL CASTINGS SHALL BE CLEANED
BY SHOT BLASTING AND HAND
T
CHIPPING USING STANDARD
3 8" INDUSTRY PRACTICES PRIOR TO
SHOP APPLICATION OF ASPHALTIC
COATING, BY DIPPING.
4. AVERAGE WEIGHTS:
FRAME: 23 LBS.
BOTTOM VIEW OF COVER COVER: 8 LBS.
TOTAL. 31 LBS
10-15/16"
ro
7
16" 9-15/t 6"
1
16" TYP
m
/ /
.

?
31 8. 9-3/4"
L 7 4'
10-5/16-
-
75-3/4
SECTION A - A
B SANITARY CLEANOUT FRAME AND COVER
NOT TO SCALE
TOP VIEW
NOTE
1. ALL GRAY IRON CASTINGS SHALL
CONFORM ASTM A-48.
CLASS 30 AND SHALL BE OF
UNIFORM QUALITY,
2. ALL CASTING DIMENSIONS SHALL
HAVE A TOLERANCE OF 1/8"t.
3. ALL CASTINGS SHALL BE CLEANED
D SHOT BLASTING AND HAND
CHIPPING USING STANDARD
INDUSTRY PRACTICES PRIOR TO
SHOP APPLICATION OF ASPHALTIC
4. COATING, BY DIPPING.
FRAME AND COVER SHALL BE
BOTTOM VIEW OF COVER H-20 HIGHWAY LOAD RATED FOR
PARKING LOTS, SHOPPING CENTERS,
ETC.
10-3/4-
9-1/4" m
"
112
16
r SECTION A-A
HEAVY DUTY CLEANOUT FRAME AND COVER
NOT TO SCALE
? '
4" PVC CLEANOUT ASSEMBLY
STANDARD CLEANOUT rC
FRAME AND COVER
2 X 4 OR SIMILAR
DEVICE NEAR GRADE °I ?6" MIN. COMPACTED #57 STONE
WDICATIONG END OF t
GRAVITY STUB
GRADE
HOUSE
i
18
AAPPROX.
PVC WYE
EXISTING GRAVITY LINE
FROM RESIDENCE
TEND LA 1ER,.APPROXIMAT{LY"
EX
1 PAST FRAME AND, COVER AND INSTALL
joOTES: _
-'-?.'$EWER SERVILE LATERAL PIPING AND FITTINGS SHALL BE SDR 21 OR SCH 40 PVC,
a! UNLESS OTHER_YME NOTED. 1 . -
'P. €ADH.CLEANCIST SHALL BE £rTTED WITH STANDARD CLEANOUT FRAME AND COVER.
3.'Na BENDS GREX"THAN 45 SHALLBE USED IN SERVICE LATERAL CONSTRUCTION
4. U`W HEAVY DUTYxCLEANOUT FRAME AND COVER WHERE CLEANOUTS ARE LOCATED
IN ORNEWAY,S OR PARKING AREAS (CONTRACTOR SHALL AVOID LOCATING CLEANOUTS
IN DRWEWAI(S-OR PARKING:AREAS WHEREVER POSSIBLE).
;'-VALVE PIT PRIOR TO HOME HOOK-UP
NOT TO SCALE
LOT #11
LOT #12
ALL CONNEI
SHALL ENTE
LOT #1
LOT p2
YARD
VALVE PIT IN NARROW RIGHT-OF-WAY Z
NOT TO SCALE
WYE PATH 45' ELL
45' ELL
3" SDR 21 PVC 45' ELL
VACUUM LATERAL
4" SDR 21 OR
SCH 40 PVC
J
GRAVITY
45'
1 h
PROPERTY LINE
..--..._.....,......___._... GRADE
?- f- FLOW DIRECTION
SEWER PROFILE
L AVOID MAKING ANY INLET
CONNECTIONS IN THIS AREA
CONNECTION LOCATIONS TO AVOID
NOT TO SCALE
3
VACUUM
MAIN
FLOW
AIRVAC VALVE PIT ASSEMBLY
VALVE PIT WITH SINGLE CONNECTION
NOT TO SCALE
r 4" AIR INTAKE PIPE USING DWV
I 90' PVC ELLS. CONNECTION
2
4
IMPORTANT,
EACH HOUSE GRAVITY LATERAL
MUST BE DIRECTLY CONNECTED
TO HOLDING TANK
4", 6", 8", OR 10"
VACUUM SEWER
URS CORPORATION - NORTH CAROLINA
277 BENDIX ROAD, SUITE 500
3" SCH. VIRGINIA BEACH, VIRGINIA
?40 PVC [phone]
a5'
C
45' CONSULTANTS
` f6' MIN. LENGTH ;P.AVITY
`T STUB WITH GLUE; CAP 10"x 10"x T' OR
8"x 8"x 3" OR
6"x 6"x 3" OR
4"x 4"x 3" WYE
RIGHT-OF-WAY
VALVE PIT WITH 2 CONNECTIONS
NOT -0 SCALE
5'- 0" MIN. I
RIGHT-OF-WAY
- - L.ALVACUUM SEWER MAIN ARFLOW _STREET B
'% 9
1 AIRVAC VALVE, PIT, O / A
0- AND 30 GAL. TANK (TYR.) `?•
b
RIGHT-OF-WAY ???f y??
MINIMUM SPACING BETWEEN CONNECTIONS TOWN OF
NOT TO SCALE HOLDEN BEACH
HOLDEN BEACH
SERVICE AREA 2
VACUUM SEWER SYSTEM
GATED TO RISER NEED NOT BE GLUED.
WAY HEIGHT TO BE ABOVE WATER, 3

-? BUT BELOW BUILDING FLOOR
o l ?- CAST IRON COVER
HOUSE i
3" VACUUM LINE PREVIOUSLY
GRADE
INSTALLED AND CONNECTED
TO VACUUM STATION Y

.. .
:7 ..

/ OPTIONAL SCREEN VALVE AND ASSOCIATED
INSTALLATIONS BY TOWN
GRAVITY LINE STUBBED OUT 1 APPROX. LOCATION t 4' COVER OF HOLDEN BEACH
ID CAPPED OFF (MAY BE AS OF UNDERGR OUND
NY AS FOUR CONNECTIONS) ELECTRIC ° A
`TO VACUUM SEWER- - "_
AND VACUUM STATION
4" GRAVITY LINE ROUTED TO VACUUM VALVE 6" MIN.
PIT AND CONNECTED TO EXISTING STUB-OUT.
USE SCH 40 OR SDR-21 PVC PIPE. PIPE TO
BE INSTALLED WITH PROPER SLOPE (MIN. 1%)
AND BEDDING TO PREVENT POCKETS OR BELLIES.
USE 45' ELLS TO ADJUST DEPTH IF REQUIRED. PORTION OF 3" SUCTION NOTE:
PIPE REMOVED F OR CLARITY DO NOT INSTALL VACUUM
VALVE PIT AFTER HOME HOOK-UP VANE UNTIL 4" AIR INTAKE
IS IN PLACE

NOT TO SCALE ,
_
3
ISSUE: OCTOBER 17, 2003
PROJECT NO: 11654050.00000
CAD DWG FILE: SA-2_C29.DWG
DRAWN BY: EGD
DESIGNED BY: EGD
CHECKED BY: CSG
SHEET TITLE
STANDARD VALVE PITT
CONNECTION DETAILS
TOP VIEW
C
I L
NEENAH R5900, CAST IR ON FRAME
MASS CONCRETE- AND LID RATED FOR H2O LOADING-
TRAFFIC AREAS ONLY OPTIONAL NON-TRAFFIC CAST IRON
LID IS AVAILABLE
4"
GRADE GRADE

b
H2O
SPIRAL WOUND OPTIONAL 3" FLEXIBLE
.
LOADING RATED
FIBER- CONNECTOR PIPE MAY
.
GLASS VALVE PIT- 27° BE USED IN THIS AREA-
I.D. AT TOP, 36" LD.
"
2--0' 18' MAX. BENDING RADIUS
AT BOTTOM
K41 -6" CENTER OF VALVE PIT TO
POSITION FOR ANTI- CENTER OF VACUUM LINE
FLOATATION RING AS
TO BE 5'-4" MINIMUM
DIRECTED BY SITE
INSPECTORS A•
( •A
4" CLEANO 7 ' t a
BED IN
COMPACTED
SAND ONLY

B
IS'
4" GRAVITY SEWER
WITH SLIP COUPLING
4'-6"
FIBERGLASS SUMP 54' DEEP,
TO ALLOW CONNECTION OF V-6"
DEEP GRAVITY LINES. L
DIAMETERS SAME AS 30" SUMP
5 3/4"
DEEP VALVE PIT (TYPE "2")
NOT TO SCALE
NOTE:
VALVE PIT ASSEMBLY PROVIDED BY
THE TOWN OF HOLDEN BEACH
(CONTRACTOR SHALL ASSEMBLE
EACH UNIT)
RIM MOLDED DCPD POLYMER VALVE PIT
BOTTOM WITH HOLES FACTORY CUT -
NOTE:
WHEN INSTALLING ANY PIPE THROUGH
A GROMMET USE ONLY WATER OR MILD
DETERGENT AS A LUBRICANT.
NEVER USE PIPE JOINT GREASE.
i-4" f 1/B"
ANTI-BOUYANCY
COLLAR -
SUCTION PIPE
OPENING -
SENSOR PIPE &
CLEAN-OUT
- OPENING
CE PIT BOTTOM
A
GLUE HALF OF A SLIP
COUPLING IN PLACE AT
4" FROM END OF
CAVITY LINE TO ACT
AS A STOP
4" DIA.
6'-6' FOR 54" TANK
VACUUM VALVE PRO'
AND INSTALLED BY 1
TOWN OF HOLDEN BE
JOINT SEALED WITH
NEOPRENE RUBBER
0-RING- HOLDING
TANK BOLTED TO
VALVE PIT BOTTOM
WITH 16 S.S. BOLTS,
NUTS. AND WASHERS
3
1
FINISHED GRADE
CONCRETE RING-
(4- THICK a
F-
/
COMPACTED SELECT FILL
MINIMUM DENSITY= 100
LBS. PER CUBIC FOOT

T 7
ASSI J S1tit LAI[
tt'}-
FIBERGLASS ANTI-
BOUYANCY COLLAR
53"x 53"A 1/2" THICK
PROVIDED BY AIRVAC
R APPROVED EOUA' '
v
/ ?-•-UNDISTURBED SOIL
f
SUMP .. `..
3REATHER COMPACTED GRANULAR FILL FROM
JNIT BOTTOM OF EXCAvATION TO BOTTOM
OF ANTI-BOUYANCY COLLAR
VALVE PIT BEDDING AND BACK FILL
WITH FIBERGLASS COLLAR
VALVE PIT TUBING DIAGRAM
NOT TO SCALE
NOT TO SCALE
28' DIA.
CLEARANCE
BETWEEN CONC.
COLLAR AND
" RUBBER GROMMET
42" FIBERGLASS DIA.
35
PIT
3'
:- fit"±CLEARANCE TO
SEE TABLE 1 _ AVERAGE DIA. = 35.625" = 2.97 FT. .
BOTTOM OF 3" LATERA'.
DIMENSION A '
36 1 DIA.
V 1
S
I
M2. DIA. * T
'_
T
\l
-
COMPACTED GRANULAR
BEDDING
• - rAN At SO BE 55" SQUARE
TABLE 1
DESCRIPTION DIM. A
30" SUMP PACKAGE 7 1/2-
54" SUMP PACKAGE 9 1/4"
OPTIONAL CONCRETE ANTI-BOUYANCY COLLAR
NOT TO SCALE
GRADE
___...?__......._.,
IMPORTANT -
MINIMUM 5' ADJACENT TO MAIN
"'-'- "'-"' I RECOMUEM0E0 ME1,+00
OF P-EC110M 10 MMN

' FALL TOWARD MAIN .2,5-
LONG TURN 9D' ELL

eRAMCM Mull BE

LEYfI /0 OR
WYE IN VERTICAL POSITION
'BOA Mµ VACUUM SEWER MAIN SHOWN
` FALL TOWARD MAIN .22-y
--- FLOWING INTO PAPER
"IMPORTANT-
ulreuUM 5 A_ PUCENi 7 NOTES:
WE
UFT AS 1. ALL GROMMETS FOR VALVE PIT AND SUMP SUPPLIED BY AI VAC
D
I IS
(PRErtRREO STEPS)
45 OR APPROVED EQUAL.
ARE FACTORY CUT.
BOTTOM
VE PIT AND PIT
A
i TOWARD MAIN .27,--? L
2. ALL HOLES IN V
PENING
ALL GRAVITY LINE CONNECTION OPENING IN THE SUMP ARE FIELD CUT.
O
ALTERNATE METHOD OF CONNECTION
TO MAIN. WYE IS ROLLED AT 45' ELLS 3 WHEN INSTALLING ANY PIPE THROUGH A GROMMET,
OR 22 112"' ELLS TO OBTAIN RIGHT USE ONLY WATER OR MILD DETERGENT AS A LUBRICANT,
ANGLE BETWEEN BRANCH AND MAIN. NEVER USE PIPE JOINT GREASE.
GRAVITY LINES- DO NOT INSTALL VACUUM VALVE UNTIL HOME GRAVITY LINE
4
IN ALL INSTALLATIONS. SEWAGE SHALL FLOW .
IS NEAR COMPLETION AND AIR INTAKE PIPING 15 IN PLACE.
BY GRAVITY TO THE 60 GALLON HOLDING
TANK. INSTALL GRAVITY LINES IN ACCORDANCE
WITH ALL NATIONAL AND LOCAL CODES
LIFT DETAILS FOR 3" SERVICE LATERAL
-1 - Cf AI C

(DIRECTION OF
FLOW INTO PAPER)
45'
ALTERNATE CONNECTION
TO VACUUM SEWER MAIN
6' MIN. LENGTH GRAVITY
STUB WITH GLUED ON CAP
?SCH 40 OR SDR 21 PVC PIPE
CE 3" VACUUM LATERAL
AND AIRVAC VALVE
SECTION 'B'-'B'
SHOWING UP TO 4 GRAVITY
CONNECTIONS TO SUMP
tms RAT URS 2707 BE -RCADN,OSUITERTH
VIRGINIA BEACH, VIRGINIA
[phone]
C
CONSULTANTS
nxu uACM no* mc.,m wA welwcibM
` .,rCARp(
. 0:?'1fS3iO?. 9
2id? tl
= SEAL
= i 027958 E
T ,ni AtixR,: ?J,:
B A ?? AEBI{lN'ai

TOWN OF
HOLDEN BEACH
HOLDEN BEACH
SERVICE AREA 2
VACUUM SEWER SYSTEM
D1ARK DATE DESCRIPTION
ISSUE: OCTOBER 17, 2003
PROJECT NO: 11654050.00000
CAD DWG FILE: SA•2_C30.DWG
DRAWN BY: EGD
DESIGNED BY: EGD
CHECKED BY: CSG
SHEET TITLE
S
i
--
PSG P 3 FT CONTOUR LINE \
Go
?Q A 30 FT SETBACK LINE
t PI
-
3 FT CONTOUR LINE
/i W
30 FT SETBACK E >
PROPOSED VACUUM w fl -3 { STATION 3--
NO. 4 ?• - r, Z ? s._- a W
? f \ ?_ Q
Ll:
' ?- D J?
\ \
LLJ
?TDm-FVC -_ Ioin.PVC = 10mPVL= 10in:PVE W
W _GE in.
= c!! 6to:PVC7F6 ?Alfd `C.F" . - - - _ - - --- --'.. __ --' -- W
IOn PVC; -? < r
a lJ!. ^e -.
yam', ?. 2 .•: /; t , AN--BL
\;1-w> 1.? i ?", t n.P1lC.,i' .P ?,?i '•) `S"Q??. (=11
LuLj
r
(A cr Z,
W
45.
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-- E Q9 s "
Q: r tk f/???I
A, A
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r?
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114-
F -
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___-?-+_ ,n?-?
,?^?e ???;.-a I??==_/?ti? ? ?'?-y??J; ?.}, '-may t-=-%`ti?- ?`??'? '? \???.,? ????- ?;??-?/J : ?"? --' ?..____''? -
`s f
yJ?r ---
Z5 is?
fir)/^-" ?.? r ,'`? " .• Irk ???, /'.`??` -_ , r . v ? <//'3??,?? r ?? ?•.Yf-??- _ :`?%
_ __ F L! J
FIRST LINE OF VEGETATION
FLAGGED BY CAMA
cA^N
f--- 1
QC NOVEMBER, 2001
ANT
-_ 60 FT SETBACK LINE
i
APPLICANT: TOWN OF HOLDEN BEACH
NORTH ?
?C; R °""" PROJECT: SERVICE AREA 4 VACUUM SEWER
a
n , _ Atlantic
Q °cw" 250 125 IPA,
0 250 500 ? DATE: OCTOBER 24 2003
uRS CORPORATION - NORTH c"rsax+" TOWN OF
feet 27N awAXBEAROAD. SUITE CH• WR(?gU? HOLDEN BEACH
(757)4 _ 24 SHEET 2 OF 3
1
g ROADWAY
I'
0.25 MIN. STEEL CASING
C
I
-2'--7'-?-7•-? 2'-
TYPICAL 18' SECTION D.I. PIPE
- 3'- - 7' -?- 7' - -3'-
TYPICAL 20' SECTION D.I. PIPE
PAVEMENT
DITCH CURB
3'-0" MIN. POWERSEAL PIPELINE PRODUCTS
SOLVENT WELD NO. 4810. OR EQUAL, TO BE USED
JOINTS, f0R PIPE SUPPORT- SEE ALSO
DETAIL BELOW.

DETAIL
NTS
(SPIDER)
2
F?
i
MASONRY FILL TO 3-0" MINIMUM
SEAL BOTH ENDS. DEPTH TO TOP
OF PIPE

•
DETAIL
NTS
(POWERSEAL)
NOTE:
ENCASEMENTS SHALL EXTEND FROM DITCH LINE TO
DITCH LINE IN CUT SECTIONS, 5' BEYOND THE TOE OF
SLOPES IN FILL SECTIONS, AND 10' BEYOND THE EDGE OF
PAVEMENT IN SECTIONS WITH NO DITCH OR FILL AREA.
SUPPORT SPACINGS WILL VARY WITH PVC PIPE. CASING
REQUIRED UNDER ROAD ONLY.
CASING PIPE SCHEDULE
CARRIER PIPE
DIAMETER CASING PIPE
DIAMETER CASING PIPE
WALL THICKNESS
3' 12" 0.25"
4' 12" 0.25"
6" 14" 0.25"
8" 16- 0.25"
10" 18" 0.25"
TYPICAL BORE AND JACK DETAIL
B
3'- 0" WATER MAIN
MIN. _
20"
MIN.
1'-6" MIN.
COMPACTED FILL
0
vi
3'-0" MINIMUM
DEPTH TO TOP
OF PIPE
FINAL
BACKFILL
EMBEDMENT MATERIAL
AS DESCRIBED IN
jT SPECIFICATIONS
l 7
12"
INITIAL
BACKFILL
(EMBEDMENT)
5/16" /
MIN. PIPE OD + 18"
MAX. PIPE OD + 24"
NOTE:
PIPE SIZES RANGE FROM 4-INCH
TO 10-INCH IN DIAMETER.
TYPICAL TRENCH SECTION
NOT TO SCALE
45' ELBOW
VACUUM MAIN
45' ELBOW
L?
CHANGE IN DIRECTION
NOT TO SCALE
- ? [ 1'-0" MIN.
VACUUM MAIN,.,,
20"
A
MIN.
CONCRETE (REQUIRED WHEN MINIMUM
„_,.. SEPARATION IS NOT AVAILABLE)
TYPICAL UTILITY CROSSING
/ NOT TO SCALE
GEN ERAL NOTES:
LIFTS: SERVICE LINES
1. MINIMUM SLOPE BETWEEN LIFTS 0.20% OR 1. MIMIMUM LENGTH OF PIPING FROM
80% OF PIPE DIAMETER: WHICHEVER IS MAIN TO VALVE PIT-5'-0"
GREATER (FOR 3" AND 4' . PIT TO MAIN - 2"
2 SLOPE FROM VALVE
2. MINIMUM SLOPE BETWEEN LIFTS 0.207, OR 0.20% FALL (WHICHEVER IS GREATER
OR 4C% OF PIPE DIAMETER; WHICHEVER IS
" MIMIMUM DISTANCE FROM VALVE PIT TO
3
GREATER (FOR 6
AND LARGER).
3. MIMIMUM SPACING BETWEEN LIFTS - .
LIFT IN SERVICE LINE - 5-0"
20•-0" 4_ MINIMUM DISTANCE FROM LIFT IN SERVICE
4. MAXIMUM ELEVATIONS IN ANY ONE LIFT - LINE TO CROSSOVER CONNECTION - 5'-0"
3' 0"
CROSSOVER CONNECTIONS (SERVICE LINE OR
BRANCH CONNECTION TO MAIN)
1. MINIMUM SPACING BETWEEN ANY TWO 3. ALL CROSSOVER CONNECTIONS MUST
CROSSOVER CONNECTIONS - 5'-0" ENTER OVER TOP OF THE MAIN (WYE IN
2. MINIMUM DISTANCE FROM TOP OF LIFT VERTICAL POSITION).
OF ANY CROSSOVER CONNECTION - 5'-0" 4. LONG TURN 90' PERMITTED AS PART Of
CROSSOVER CONNECTION
1
NOT TO SCALE
SLOPE PIPE BETWEEN LIFTS
SEE SCHEDULE BELOW
45' ELBOW
45' ELBOW
3•-0" MAX.
IN ANY
ONE LIFT
SLOPE SCHEDULE
PIPE DIAMETER MINIMUM FALL 0.2% OF DISTAN CE
3" 0.20 FT 0.27. 100 FT A
4' 0.25 FT 0.2% 125 FT A,
6" 0.25 FT 0.2% 125 FT A
8" 0.25 FT 0.2% 125 FT A
10" 0.25 FT 0.2% 125 FT A
3
USE WHICHEVER SLOPE IS GREATER
BETWEEN LIFTS. ABOVE THIS LENGTH
IN DISTANCE. THE 0.2% SLOPE IS
GREATER. ANYTHINU bHUHILK IMAN-
THIS DISTANCE SHOULD USE MINIMUM
FALL INDICATED- WHEN NOT BETWEEN
TWO LIFTS, USE 0.2% SLOPE.
LIFT DETAIL AND SLOPE SCHEDULE
NOT TO SCALE
2
3
4
1 "I
L o
COMPACTED FILL
W
O FINAL G
BACKFILL
EMBEDMENT MATERIAL
AS DESCRIBED IN
SPECIFICATIONS J
j-
12"
INITIAL
BACKFILL
(EMBEDMENT)
5/16-
i
?-- 8" MIN. -i _
I
36" MIN.
60" MAX.
NOTE.
PIPE SIZES RANGE FROM 4-INCH
TO 10-INCH IN DIAMETER.
TYPICAL TRENCH SECTION (2-LINE)
NOT TO SCALE
VALVE EXTENSION WITH
2" SQUARE NUT MASS CONCRETE
CAST IRON VALVE
STANDARD CAST IRON rBOX COVER
ADJUSTABLE VALVE BOX.
GRADE
3/8' BARB ADAPTOR

+::. WITH CAP.
.C.
,
??
`! T' •i: 3/4 FPT, CONPRESSION
'"•
T-`•''1 1 ,
?\ , FITTING. FLO-CONTROL
8831-07.
3/i. SDR 7 200 PSI
COMPACTED FILL POLYETHYLENE TUBING.
6 PVC PIPE EXTENSION.
3/4' MPT, COMPRESSION
r FITTING, FLO-CONTRO-
BB30-07.
STAINLESS STEEL OR PVC
BAND FITTING Min 3/1'
/
NP} CONNECTION AND
RUBBER SEAL RING TO
PIPE.
FLOW

J ° '9r BLOCKS OR MASS CONCRETE
PIPE EMBEDMENT MATERIAL
GATE VALVE WITH NON-RISING STEM
AND RESILIANT COATED WEDGE.
DIVISION VALVE SUPPORT INFORMATION MECHANICAL JOINT CONNECTIONS.
VALVE SIZE SUPPORT SIZE MUST PASS 3" Ilk SOLID MINIMUM.
4" 1^ THICK X 1.75' SQUARE
6" 1' THICK X 275' SQUARE
8" 1- THICK X 3.00' SQUARE
10" 1" THICK X 3,50' SQUARE
NOT TO SCALE
4
tms
RS CORPORATION - NORTH CAROLINA
277 BENDIX ROAD, SUITE 500
VIRGINIA BEACH, VIRGINIA
[phone]
1 CONSULTANTS
RxA? macx . NoT wEUASm an mamucrKA+
SEAL
i 027958
CT•Y'tlrfiPfJ?e
?_p 50
B
v `q
Z
Xe
9
'CFO FElRU'Py
TOWN OF
HOLDEN BEACH
HOLDEN BEACH
SERVICE AREA 2
VACUUM SEWER SYSTEM
ISSUE: OCTOBER 17, 2003
PROJECT N0: 11654050.00000
CAD DWG FILE: SA-2 C31.DWG
A DESIGNED BY: EGD
CHECKED BY: CSG
1 SHEET TITLE I
STANDARD LINE
DETAILS
C
0
z

INTRAOOASTAL
N
%p,
I 1
?V
60 FT SETBACK LINE
FIRST LINE OF VEGETATION
FLAGGED BY CAMA
NOVEMBER, 2001
- ? •_•??-. ?I.?yprY PoM1 NORTH
C4 R0 L I N Al?. ..
RbBT
Atlantic
ti d Ocean
MCINITY MAP
Lang Bay NOT TOSCAE
/C onr

3 FT CONTOUR LINE
30 FT SETBACK LINE
? F
\??? ?k
J
Z<L? IOU
>..?- , -
t_
Ir-
s
t
W
W
S
w
w
Ln
w
z
;^ yr ?
z
.? U
t?
y

o?K e? APPLICANT: TOWN OF HOLDEN BEACH
v
PROJECT: SERVICE AREA 4 VACUUM SEWER
OWL DATE:
250 125 0 250 500
scale feet
Q •
u+s coRraRAnoN -NORTH cNtouNa TOWN OF
zn BENDIX ROAD, SUITE soo
RGINIA BEACH, NRgNIA SHEET
M HOLDEN BEACH
(75799-4224
OCTOBER 24, 2003
3 of 3
I
,VACUUM MAIN
FLOW -?
IC
2 3
SCHEDULE 40 6' MINIMUM FROM TOP OF LIFT -
SCHEDULE 40 WYE FITTING
WYE FITTING 1-45' ELBOW
a5' ELBOW -?
VACUUM SEWER MAIN
2' MINIMUM
VACUUM BRANCH TO MAIN CONNECTION
NOT TO SCALE
DIMENSIONS BASED ON SPEARS MANUFACTURING
(1) 45 DEG WYE. SOCKET x SOCKET x SOCKET
(2) 45 DEC ELL, SOCKET x SOCKET
90' SCH. 40 ELL,
SCHEDULE 40 OR TURNED TO SIDE
SDR 21 PVC PIPE
3" SERVICE LATERAL,
1 2" OR 0.2% FALL FROM
VALVE TO MAIN. (MIN.)
FROM VALVE PIT
VALVE PIT TO MAIN CONNECTIONS
NOT TO SCALE
DIMENSIONS BASED ON SPEARS MANUFACTURING
(1) 45 DEG WYE, SOCKET x SOCKET x SOCKET
(2) 9C DEG ELI. SOCKET x SOCKET
WYF S17F A R C n- INVERT
4, 4 x 3 9 1/4' 3 25/32" 9.32" 0.78'
6 x fi x 3 10 1/2" 3 25/32" 10.21' C.85'
8 x B x 3 13" 3 25/32" 11.86" 1.00'
10 x 10 x 3 14 3/8" 3 25/32" 12.84" 1.10'
IB
VACUUM SERVICE LATERAL TO MAIN
OR BRANCH CONNECTION
NOT TO SCALE
BOTTOM OF BRANCH
IS AT TOP OF MAIN
VACUUM BRANCH TO MAIN LINE CONNEC11ON
NOT TO SCALE
IA
FLOW
VACUUM BRANCH
22 1/2' ELBOW
45' ELBOW
r MAIN LINE WYE
u - ROLLED AT 45'
45•
?1 DIVISION VALVE
0 12"-18'
- a VARIES WITH
INE SIZE
L
22 1/2' ELBOW
45' ELBOW
f FLOW
REDUCTION WYE ROLLED AT 45'.VACUUM MIAN
ALTERNATE VACUUM BRANCH TO MAIN LINE CONNECTION
NOT TO SCALE
1 2
VACUUM SEWER BRANCH
45' ELBOW
7
20' MINIMUM
FROM A LIFT
i
c D- INVERT
A" +
SCHEDULE 40 OR
SDR 21 PVC PIPE
FROM VALVE PIT
4
6' MINIMUM FROM TOP OF LIFT
SCHEDULE 40 WYE FITTING
FLOW
URS CORPORATION - NORTH CAROLINA
T!45* SCH. 40 ELL, TURNED UP 277 BENDIX ROAD, SUITE 500
VIRGINIA BEACH, VIRGINIA
0' SC H. 40 ELL, TURNED TO SIDE (757499-4224
VACUUM SEWER MAIN-
3" LATERAL. 27, OR 0.2%
FALL FROM VALVE TO MAIN (MIN.)
VALVE PIT TO MAIN CONNECTIONS
NOT TO SCALE
r ?1
DIMENSIONS BASED ON SPEARS MANUFACTURING
(1) 45 DEG WYE, SOCKET x SOCKET x SOCKET
(2) 45 DEG ELL, SOCKET x SOCKET
(3) 90 DEC ELL. SOCKET x SOCKET
IArvF c17P- A R f' '1 F F- INVERT
4 x 4 x 3 9 1/4" 3 1/16` 3 1/16" 3 25/32" 15.55" 1,31'
6 x fi x 3 10 1/2" 3 1/16" 3 1/16" 3 25,32" 16.43" 1.38'
8 x 8 x 3 13" 3 1/16" 3 1/16" 3 25/32" 18.20" 1.53'
10 x 10 x 3 14 3/8" 3 1/16 3 1/16" 3 25/32" 19.17" 1.62'
VALVE SERVICE CONNECTIONS
NOT TO SCALE
F LIIN VACUUM BRANCH
1
ins DIVISION VALVE
1000M BRANCH
BOTTOM OF BRANCH IS
- 2" ABOVE TOP OF MAIN
VACUUM LINE VIEWED
INTO/OUT OF SHEET
45' ELBOW --
4 ELBOW
45' ELBOW
V FLOW
VACUUM MAIN
REDUCTION WYE ROLLED AT 45'
ALTERNATE VACUUM BRANCH TO MAIN LINE CONNECTION
NOT TO SCALE
3
4
C
1 CONSULTANTS I
nwi ocsx:x ?x rtiuao wA wremcxw
OpINk CA94
SEAL
i 027958 c E
G. DES,°
B
0? `9A
m°
?P K?
9F'p FE?p{•
TOWN OF
HOLDEN BEACH
HOLDEN BEACH
SERVICE AREA 2
VACUUM SEWER SYSTEM
ISSUE: OCTOBER 17, 2003
PROJECT NO: 11654050.00000
CAD DWG FILE: SA•2_C32.DWG
DRAWN BY: EGD
A DESIGNED BY: EGD
CHECKED BY CSG
SHEET TITLE
LINE CONNECTION
DETAILS
C-32
11
WYF S17F A 8
4 x 4. 4 8 3/4" 3 5/6" 8.53" 0.71'
4 x 4 x 3 9 1/4' 3 1/16" 8.70" 0.73'
6 x 6 x 6 12 1/8" 5 9/16" 12.5" 1.04'
6 x 6 x 4 10" 3 5/16" 9.41' 0.78'
6 x fi x 3 10 112" 3 1/16" 9.59" 0.80'
B x 8 x 8 18 3/4" 6 13115" 10.07" t52'
8 x 8. 6 16 1/4" 5 9/16" 15.42" 1.30'
8 x 8 x 4 14 1/4' 3 5/16" 12.42' 1.05'
8 x 8. 3 13" 3 1/16" 11.36" 0.99'
10 x 10 x 10 22 3/8" 8 19/32" 21.90" 1.89'
10 x 10 x 8 20 1/4" 6 13/16" 19.13" 1.61'
10 x 10 x 6 17 3/4" 5 9/16" 16.46" 1.42'
10 x 10 x 4 15 3/4" 3 5/16" 13.46" 1.18'
10 x 10 x 3 14 3/4" 3 1/16" 12.33" 1.08'
I NTRACOASTAL WATERWAY
1.
a Y
o I '
2 - _. _
: i
..
.?.- -
30 FT SETBACK LINE
3 FT CONTOUR LINE, i Ir 30 FTSETBACK LINE-_- -?
r ?I
3 FT CONTOUR LINE f3 - - - - - J,!;
II r? ---
-
LL,
1 J
= r.? -? t i I _,, ? A ?? , ? le / ?. _. ? c - ' ??.??^•-?"`_ =-=- =-? _ \ - vat, ?r I??F`,'?= - ?-\ - - r - - - .
;.1 _ „ham c? RIVE?
w_? - - - - 1DG -
w -Ft ° 4i;. PVC. - -
'
i l
z - i o a v 9 - id' > _ o PROPOSED CONNECTION' TO
La UJ
z -.{? 7 _ y = c I a > F o a h?J?i`J!I ° SERVICE AREA 3'FORCE MAIN!
__ .. h s Y Q a
3 1' - - -- ----.1.
_ 2 3 - ' 3 ~a 1 - a J > w - j c Fr ^ in:'PVG --? / -
_ _
U Y`-- tom- -J .=y ylY >. _ w
F- / 2 F - - - --
- } w a v> _
- - ?-
_' . i, ` O 1 \ ` ! W e f- ` - - -- a y f7 z _._r
-ri qti P, 1 µy_
{ `.
y ? .
OCEAN -BLVD
'bin: i
- [ - ._ - __ _ _ - - - - - --- --- -- -- - ?m PVC _.__-._
BinIPVC .?_.Sirt PVC s&n?PVC 8m PVC - Bin.--PVC -- Sm PVC_ in_PVC---
. _
* ?. --'6rn'. PVC"F MAIM R FORCE1111W y Y v' ?,
r . tom:. ''? l" '?' - a a- is -7 - 1
o
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?s
i
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4 [J.-`G-A R 0 L I N A; oor. 0 w
f
_ q T OCE N
FIRST LINE OF VEGETATION
FLAGGED BY CAMA
NOVEMBER, 2001 Q?N e? APPLICANT: TOWN OF HOLDEN BEACH
60 FT SETBACK LINE v
',O R a H PROJECT: SERVICE AREA 4 VACUUM SEWER
Marft
250 125 0 250 500 DATE: OCTOBER 24, 2003
^..m°-,,,,, m ?-?••°?,
Sa?osr _ URS CORPORATION -NORTH CARC{JNA TOWN OF KNO waMiTM MAP : VIR A" ? , 'p X00 OF
GINI HOLDEN BEACH SHEET 3
l? ?'lang Bay NOT TO SCALE scale feet [phone]
2
BUTYL SEALANT
SEE NOTE NO. 2
C
T TO BREATHER
PORT
ON CONTROLLER
17/t6 10
2" AIRVAC PVC
SENSOR CAP
SUPPLIED WITH
VALVE

B
1'-6" I.D. PVC PIPE
1'-0" LONG MAY BE USED
TO FORM SUMP AREA -

CONCRETE MANHOLE
SECTION WITH STEPS
5" DIA. HOLE FOR CUT IN
2.-2. MANHOLE FOR LINK-SEAL
CONNECTOR FOR 3" PIPE
3" VACUUM SERVICE LINE
LINK-SEAL FLEXIBLE CONNECTIONS.
ALL CONNECTIONS TO BUFFER TANK
MUST BE WATER TIGHT.
-MOUNT SUMP /
BREATHER
ASSEMBLY GRAVITY INLET MUST BE
BELOW VALVE LOCATED BETWEEN THE
CENTERLINE SERVICE LINE AND THE
0) START OF SLOPE TO SUMP
i
L MASS CONCRETE
S.S. ANCHOR BOLT
NON-METALLIC
PIPE STRAP
AS REQUIRED v
12" MINIMUM 3" PVC
(SUCTION)
1 A A
t /i f 6 2" PVC
%- (SENSOR) SECTION 'A'-'A'
a.s
y;.
AICKINSTRUT NO.
20V-2000 OR
+ s
PLAN VIEW EQUAL- SEAL ENDS
AND BOLT HOLES W/
r ....... =? 2 COATS POLYURETHANE
A \ yr v'
f z TYPE OF STRAP
TO BE USED.
SINGLE BUFFER TANK PIPE ANCHOR
NOT TO SCALE
2
3
NEENAH 5900E CAST
IRON FRAME AND LID
RATED FORH,?O LOADING
?i
PRESSURE RELIEF VALVE
3" AIRVAC
IRVAC SUMP VALVE
[ASSEMBLY
6'-0"
MINIMUM
c
ALL TUBIN
TO SLOPE
TO SUMP
BREATHER
ASSEMBLY
i,
/ 4
i
I
6'-0" MAX,
SEE NOTE NO. 3
4
OPTIONAL INFLOW PROTECTOR
?FRW INDUSTRIES OR EQUAL
PRECAST CONCRETE FLAT TOP
FOR MANHOLE W/ 2'-0" D!A.
OPENING
URS
URS CORPORATION - NORTH CAROLIN
277 BENDIX ROAD, SUITE 500
VIRGINIA BEACH, VIRGINIA
[phone]
C
CONSULTANTS
e'
USE 4'-0" I.D. CONCRETE MANHOLE
SECTIONS WITH STEPS. ADDITIONAL
SECTIONS MAY BE ADDED TO ALLOW
CONNECTION OF DEEP GRAVITY LINES
OR FOR ADDED STORAGE CAPACITY.

W t /
3" STREET ELL TOUCHING BASE
OF SUMP WITH PLAIN END, NO
CONNECTION
PRECAST CONCRETE BOTTOM
IN MANHOLE SECTION NECESSARY
TO ALLOW INSTALLATION IN WET
LOCATION.
3
EACH GRAVITY LINE TO
INCLUDE 4" VENT AT
LEAST 20 FT. FROM THE
BUFFER TANK. EACH LINE
ENTERING THE TANK SHALL
BE SEALED AT THE TANK
WALL- ALL PIPE TO BE
SDR 21 PVC
NOTES:
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20;:' [ss? v :;
SEALY'.
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TOWN OF
HOLDEN BEACH
HOLDEN BEACH
SERVICE AREA 2
VACUUM SEWER SYSTEM
1. NOT USED
2. BUFFER TANK UNIT MUST BE WATER
TIGHT. SEAL ALL JOINTS WITH BUTYL
SEALANT. TEST FOR LEAKS PER
AIRVAC SPECIFICATIONS IN INSTALLATION
MANUAL.
3. ANY LIFT EXCEEDING 6'-0" MUST BE
ADDED TO HEAD LOSSES ON VACUUM
MAIN AND SERVICE 'LINE TO DETERMINE
IF SUFFICIENT VACUUM HEAD IS AVAILABLE.
4. IF MANHOLE IS MORE THAN 6'-0" DEEP A
SERVICE PLATFORM MAY BE REQUIRED FOR
VALVE MAINTENANCE.
N OF LID
4
ISSUE: OCTOBER 17,2003
-?+ -PROJECT NO: 11654050.00000
CAD DWG FILE: SA•2_C33.DWG
DRAWN BY: EGD
A DESIGNED BY: EGD
CHECKED BY CSG

SHEET TITLE
SINGLE BUFFER
TANK DETAILS
C-33
38 OF
- ------------
3 FT CONTOUR LINE
2 G0??1 30 FT SETBACK LINE - J'`?? y r''?J?"'
i
LL]
3 FT CONTOUR LINE 1
30 FT SETBACK
PROPOSED VACUUM a = a tit-
STATION > a
NO. 4 r / I e 1 ?`y S a *' Z e ° W
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--------------
V 12
r? J ?/ i ?
FIRST LINE OF VEGETATION
FLAGGED BY CAMA
NOVEMBER, 2001
?; J - ' 60 FT SETBACK LINE
APPLICANT: TOWN OF HOLDEN BEACH
° R T N _ i PROJECT: SERVICE AREA 4 VACUUM SEWER
C'A R0 LI NA; ,?? •
a
Flq ECT
O,° f 250 125 0 250 500 DATE: OCTOBER 24, 2003
.,,
?'.•`? ORS CORPORATION - NO i CAROLINA TOWN OF
PON
a. 'i.. .? NCINTY MAP 277 BENOX ROAD. SUITE 500
Lo"n 'gh B2y • NOT 70 SCALE scale feet "RGtMA BE9ACH.'AR°UA HOLDEN BEACH
SHEET 2 OF
TOOLED
(TYP
1
2
50'-0" 25? '
4._D. 4.0.
^-? -J- .375" TOOLED EDGE
(TYP.)
JOINT FILLER
TYP. EXPANSION COMPACT SUBGRADE TO 3500 PSI CONCRETE TYP. CONTRACTION
JOINT 95% ASTM D-1557 JOINT
TYP. CONCRETE SIDEWALK LONGITUDINAL SECTION
NOT TO SCALE
6-0
C
4" 1/8" RADIUS (TYP)
-COMPACTED SUBGRADE
SIDEWALK NOTES: 95% ASTM D-1557
1. PROVIDE 0.375" DEEP TRANSVERSE CONTRACTION JOINTS CONTINUOUSLY
ALONG THE SLAB ON 4' CENTERS.
2. PROVIDE 1/2" THICK EXPANSION JOINTS AT CHANGES IN SIDEWALK
DIRECTION. AT THE INTERSECTION WITH NEW STRUCTURES & PAVING &
AT 50 FEET ON CENTER MAX. SEAL ALL EXPANSION JOINTS WITH
JOINT SEALER.
3. ALL SLAB EDGES, INCLUDING THOSE AT FORMED JOINTS, SHALL BE
FINISHED WITH AN EDGER HAVING A RADIUS OF 1/8 INCH.
4, CONCRETE SURFACE SHALL BE FINISHED TO GRADE WITH A WOOD FLOAT,
BULL FLOAT, OR DARBY, EDGED & BROOM FINISHED.
CONCRETE SIDEWALK DETAIL
B
PAVEMENT REPAIRS ON ROADS TO BE RESURFACED
(PIPE IS PLACED UNDER EXISTING PAVEMENT)
HEAVY DUTY
FRAME AND COVER
NEENAH FOUNDRY CO.
16 1 4" MODEL R-1792-CL,
BRONZE PLUG OR APPROVED EQUAL
z a ?.'.`
Z 14 1 2" GATE VALVE
. DIA.
= 111 -1171 BRICK COURSES
b •. - 3000 PSI CONC.
3'-4" MIN.
3 1 4
EROSION AND SEDIMENT CONTROL NOTES:
EROSION CONTROL AND CONSTRUCTION SEQUENCING
UNLESS OTHERWISE INDICATED. ALL EROSION AND SEDIMENT CONTROL PRACTICES 11. UPON FINAL ACCEPTANCE OF COMPLETE STABILIZATION OF SITE BY ENGINEER
SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE EROSION AND NCDENR, REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL
CONTROL LAWS OF THE STATE OF N.C., SPECIFICALLY THE SEDIMENTATION MEASURES MAY BE REMOVED.
POLLUTION CONTROL ACT OF 1973 AS AMMENDED, AND LOCAL EROSION AND
SEDIMENTATION CONTROL ORDINANCE. 12-UPON COMPLETION OF PROJECT, THE "EROSION AND SEDIMENTATION CONTROL
LOG" SHALL BE SUBMITTED TO THE ENGINEER FOR CONVEYANCE TO OWNER FOR
THE FOLLOWING SEQUENCE OF EVENTS AND EROSION CONTROL MEASURES SHALL REGULATORY RECORD MAINTENANCE TAME PERIOD.
BE INCORPORATED INTO THE CONSTRUCTION SCHEDULE FOR THIS PROJECT AND
SHALL APPLY TO ALL CONSTRUCTION ACTIVITIES WITHIN PROJECT LIMITS: 13. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC
ROADS, PROVISIONS SHALL BE MADE '0 MINIMIZE THE TRANSPORT OF
1. INSTALL SILT FENCE AND INLET PROTECTION DEVICES AS DEPICTED ON SEDIMENT ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED
DRAWINGS. ONTO A PUBLIC ROAD SURFACE. THE ROAD SHALL BE CLEANED THOROUGHLY
AT THE END OF EACH DAY. SEOIMENI SHALL BE REMOVED FROM THE C
2. CALL TOWN OF HOLDEN BEACH (910-842-6488) FOR INSPECTION OF EROSION ROADS BY SHOVELING OR SWEEPING . ND TRANSPORTED TO A SEDIMENT
AND SEDIMENT CONTROL MEASURES. CONTROL DISPOSAL AREA (STREET WASHING SHALL BE ALLOWED ONLY AFTER
1 AREAS WHICH ARE NOT TO BE DISTURBED SHALL BE CLEARLY MARKED BY SEDIMENT IS REMOVED IN THIS MANNER).
FENCING, FLAGS, SIGNS, ETC.
4. UPON ACCEPTANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES.
COMMENCE EXCAVATION AND/OR GRADING ACTIVITIES. THE CONTRACTOR WILL -"TRAIN JOINTS
TEE
BE RESTRICTED TO A FIFTEEN FOOT WIDE AREA FOR EXCAVATION, EQUIPMENT
STAGING ACTIVITIES AND TEMPORARY STOCKPILING OF EXCAVATED SOIL ALONG
THE LENGTH OF THE PIPELINE ALIGNMENT. FOR ANY DEMOLITION OR OTHER
ACTIVITIES DESIRED PRIOR TO COMPLETION OF ALL EROSION AND SEDIMENT
CONTROL MEASURES. INTERIM MEASURES ACCEPTABLE TO AND PRE-APPROVED L -r
BY ENGINEER, AND NCDENR DIVISION OF :AND RESOURCES, LAND DUALITY
SECTION MUST BE PROVIDED. o
5. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE IL
STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE
CONTRACTOR IF, RESPONSIBLE FOR THE TEMPORARY PROTECTION AND
PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS
SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.
3" GALVANIZED
STEEL SLEEVE-
2" COPPER PIPE
2" CORPORATION
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
FORCE MAIN PERIOD. 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
AIR RELEASE ASSEMBLY DETAIL
NOT TO SCALE
RESURFACING
MATERIAL NOTES:
1. SEDIMENT CONTROL STONE SHALL
BE NO, 5 OR NO, 57
2. WIRE MESH SHALL BE HARDWARE
CLOTH 24 GAUGE MIN. AND SHALL
HAVE 1/4" INCH MESH OPENINGS.
LENGTH aRCEESTRAI ED PIPE
(F MINS)
(TEST PRESSURE 150 PSI)
CIA o=90' e=45':o=2212' c=1114'
4- 33' 18' 9' 4'
6- 58' 20' 10' 4'
8" 60' 24' 12' 6'
AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES.
7. EROSION AND SEDIMENT CONTROL WILL BE CHECKED REGULARLY FOR NOTES.
UNDERMINING OR DETERIORATION AND BUILDUP OR CLOGGING WITH SEDIMENT. 1. RESTRAINED LENGTH BASED ON 3 FEET MIN'MUM
CORRECTIVE ACTION WILL BE TAKEN IMMEDIATELY. COVER, AWWA C900 CLASS 150 PVC PIPE AND
8- ANY AREAS WHICH ARE NOT TO BE FURTHER GRADED WITHIN A 14-DAY PERIOD, AND 150 PSI TEST PRESSURE.
OR WHICH HAVE NOT BEEN GRADED WITHIN 14 DAYS SHALL BE SEEDED IN 2. PIPE ADJACENT TO VALVES, TEES, CROSSES, REDUCERS
ACCORDANCE WITH SECTION 02485 OF THE SPECIFICATIONS. PLUGS SHALL BE RESTRAINED BASED ON 150 PSI TEST
PRESSURE AND RESTRAINED LENGTH FOR 90' BENDS
9. PERMANENTLY STABILIZE ALL DISTURBED AREAS BY SEEDING PER SECTION 02485 UNLESS OTHERWISE NOTED.
OF THE SPECIFICATIONS, MINIMUM. 3- CONTRACTOR SHALL RESTRAIN ALL FITTINGS.
10. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND 4. FOR IN-LINE VALVES, RESTRAIN VALVE JOINTS. B
IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED.
RESTRAINED LENGTH OF PIPE SCHEDULE
NOT 70 SCALE
3. TOP OF WIRE MESH SHALL BE A t/4" WIRE MESH
MINIMUM OF ONE FOOT BELOW
THE SHOULDER OR ANY DIVERSION -
POINT. .. . . . . ..
IN
4
STEEL POST SHALL BE 5 FT
.o
,?o 0;0
.
.
HEIGHT, BE INSTALLED 1.5 FT. ,.
. o Q P..
DEEP MINIMUM. AND BE OF THE O. ;
SELF-FASTENER ANGLE STEEL A 0.
' ,0..,
TYPE. ? . .. .
a
5. WOOD POST SHALL BE 6 FT. IN
U o o CD
HEIGHT, BE INSTALLED TO 1 5 FT. .':,
DEEP MINIMUM. AND BE 3 INCHES
IN DIAMETER. ?d
O O
6. POST SPACING SHALL DE A
MAXIMUM OF 4 FT.
CJ p0
0.0: 00d X6-00
NOT TO SCALE
2" ASPH. CONC. SURF. COURSE
6" ASPH. CONC. INTERMEDIATE COURSE
OR
6" ASPH. CONC. BASE COURSE 1
EXISTING, - EXISTING
-0". _ 2'-C" X 2'-0" 1'-0"
I
q'
?.J
? D
Vy
PAVEMENT-'REPAIRS ON ROADS NOT TO BE RESURFACED
(PIPE 15.10 BE PLACED UNDER EXISTING PAVEMENT)
1
NOT TO SCALE
H? 10' MAX. WITH WIRE
(6' MAX. WITHOUT WIRE)
MIDDLE AND VERTICAL WIRES I
SHALL BE t2 1/2 GAUGE MIN.
TOP AND 607TOM STRAND
SHALL BE 10 GAUGE MIN.
- 11 / 1 II
MA IX UST SPACING 4 FT
WIRE FILTER FABRIC
VARIABLE DIMENSION
FILTER FABRIC
12"
COMPACTED FILL
1 f
SEDIMENT -? 6"
CONTROL STONE 1 -6" I 2'
NOT TO SCALE
2
3
D x
4" C'-7"
6" V-10"
12" 1'-4
15" 1' 7"
18" 1' 10'
24" 2'-6"
30" 3'-1"
36" '-8"
42" 4' 5"
48" 5'-0"
FILTERED
WATER
AVERAGE BOX
DIMENSION VARIABLE
ROCK INLET SEDIMENT TRAP TYPE 'C'
NOTES:
1 WIRE SHALL BE A MINIMUM OF 32" IN
WIDTH AND SHALL HAVE A MINIMUM
OF 6 LINE WIRES WITH 12" STAY
SPACING.
2. FILTER FABRIC SHALL BE A MINIMUM
OF 36" IN WIDTH AND SHALL BE
FASTENED ADEQUATELY TO THEE RE
AS DIRECTED BY THE ENGINEER.
A
1 STEEL POST SHALL BE 5'-0" 1
HEIGHT AND BE OF THE
SELF-FASTENER ANGLE STEEL TYPE.
4 WOOD POST SHALL BE 6'-0" IN
HEIGHT AND 3" IN DIAMETER.
L WOOD POST - 2'-0" DEPTH
TWOOD POST - 3'-0" DEPTH
EXTENSION OF FABRIC AND
INTO INTO TRENCH
TEMPORARY SILT FENCE
NOT TO SCALE
I 1

URS CORPORATION - NORTH CAROLINA
277 BENDIX ROAD, SUITE 500
VIRGINIA BEACH, VIRGINIA
[phone]
CONSULTANTS

mu oori+-.uT ?wm ra mw+nixw
.......
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= i 027958 i
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TOWN OF
HOLDEN BEACH
HOLDEN BEACH
SERVICE AREA 2
VACUUM SEWER SYSTEM

MARK DATE DESCRIPTION
ISSUE: OCTOBER 17, 2003
PROJECT NO: 11654050.00000
CAD DWG FILE: SA-2_C34.DWG
DRAWN BY: EGO,
DESIGNED BY: EGD
CHECKED BY: CSG

SHEET TITLE
MISCELLANEOUS
DETAILS
C-34
sHETT 39 OF 41
NOT TO SCALE
4 INTRACOASTAL WATERWAY
t? N
1{ I '
17 W
\ ~.? 3 FT CONTOUR LINE w
30 FT SETBACK LINE
I V'
\
?Aj
\r ??, */'p 1?? ( ICI !?Q 'I c t Y. ?7 ?' ( ?_ C,
t1`y
1 \ \? ?, ?-I; / ,'I ;? ? };A:? +IG i4:s lg?? +,F.,: ?l.? ?? ; '. ;7 f''?.? , ...? --`. _ ? ?. ,•? ?i9'?\ti ?
C 0,-
Z1t
\ _ J^`
60 FT SETBACK LINE ?,\ ??_ J 5th x `?m3?,
GGEAN B:VU
J'? ^,t 1 ti ^?1 ,a,>r 'ti " -G''xr,, . ' ?k'- a - ?'F._. -t` t"" ?...`.,:JI i. --
/ 4011,
??? ' ? q? L , ?rte ` x e? ? \ ? ?,,?--- ,• ? ? ! ,: w,.? ? , - ?=
FIRST LINE OF VEGETATION - v `
FLAGGED BY CAMA
'k i r
NOVEMBER, 2001
?'?-????.. `-?\ ? •r?,'.-ter ?? ?? t ?.. ?\ 1 '' ? r?-? ?A ! ?? ?? ? ? ? \????-?'?, -''?? -
µyy,,rrr ?t ` _ k?6 w''
J A7 pr
c • ???? \? '?,? yap ,,. j ;' ?' "`-. ?=-?
if o?
NORTH
`CAROLINA
lD esw )? ACaoOt
Ocean
». • .:' NCINt1Y YAP
6 1h
ew, tong Bay NOT TO SCALE
250 125 0 250 500
scale feet
UR5 CORPORATION - NORTH CAROLINA
277 RENDOC ROAD. SLATE 500
VIRGINIA 9EACH, VIRGUA
[phone]
t f S
0 •
TOWN OF
HOLDEN BEACH
APPLICANT: TOWN OF HOLDEN BEACH
PROJECT: SERVICE AREA 4 VACUUM SEWER
DATE: OCTOBER 24, 2003
SHEET 3 OF 3
URS
URS CORPORATION - NORTH CAROLINA
277 BENDIX ROAD, SUITE 500
VIRGINIA BEACH, VIRGINIA
[phone]
C
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PROPOSED 6" PVC SANITARY
FORCE MAIN
SEE SHEET C-BA VACUUM SEWER APPROX
SANITARY FORCE MAIN APPROX.
' , 5 FROM RIGHT-OF-WAY
)
LINE (TYP
7
FROM RIGHT-OF-WAY ,
LINE (TYP.)
OCEAN BLVD. WEST
SCALE: 1'•=50'
LEGEND
® DEEP VALVE PIT
0 SINGLE BUFFER TANK
N ISOLATION VALVE
NOTE:
ALL VACUUM LATERALS CROSSING OCEAN BLVD.
WILL BE INSTALLED BY BORE AND JACK METHOD.
SEE TYPICAL BORE AND JACK DETAIL ON SHEET C-27
AND BORE AND JACK SUMMARY SHEET ON SHEET C-31.
B
IA
1 CONSULTANTS
nwlmrrxo*AnrNmwArncTNrnw
20.r' f55ro?9::
SEAL
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CIE
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TOWN OF
HOLDEN BEACH
HOLDEN BEACH
SERVICE AREA 3
VACUUM SEWER SYSTEM
ISSUE: OCTOBER 17,2003
PROJECT NO: 11654050.00000
CAD DWG FILE:SA-3_W_C5•C9.DW
DRAWN BY: EGD
A DESIGNED BY: EGD
CHECKED BY: CSG
SHEET TITLE
HORIZONTAL GRAPHIC SCALE
5,0 0'..:25 50- 100 200
1N FEET )
I inch = 50 FL 1
PROFILE
HORIZ. SCALE: 1"=50' NOTES:

VERTICAL GRAPHIC SCALE
VERT. SCALE: 1"=5 1. A L OUND U DEPICTED ON INGS ARE
DIGITIZ?EDEACCORDNG TOTIUTIUTY RECORDS ANDWLOCATIONS ARE , HOUSES BUILT NOVEMBER. 999 ARE DCTED
3 TO SITE PLAN RECORRDS D ARE IFOR INFORMATIONALEPI PUCRPOSEG

5 0 2,5 5 10 20 APPROXIMATE, THEREFORE THE ENGINEER AND TOWN OF HOLDEN ONLY.
BEACH DO NOT GUARANTEE THEIR ACCURACY. PRIOR TO
EXCAVATION THE CONTRACTOR SHALL DETERMINE THE LOCATION OF 4. PROPOSED VALVE PIT LOCATIONS DEPICTED ARE APPROXIMATE.
ALL EXISTING UNDERGROUND UTILITIES. CONTRACTOR SHALL COORDINATE NTH INSPECTOR THE FINAL
LOCATIONS AS WORK PROGRESSES.
I IN FEET)
I inch - 5 IL 2 2. EXISTING UTILITY DEPTHS DEPICTED IN vROFlLE ARE ASSUMED.
3 ACCURACr IS NOr ;UMANTEE0
4
OCEAN BLVD. WEST
STA. 45+50 TO STA. 57+50
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The preparation of this document was financed in part
through a grant provided by the North Carolina Coastal
Management Program, through funds provided by the
Coastal Zone Management Act of 1972, as amended,
which is administered by the Office of Ocean and Coastal
Resource Management, National Oceanic and Atmospheric
Administration.
600' 300' 0 600' 1200'
Scale : 1" = 600'
TS OF SERVICE
Prepared by.
Howard T. Capps & Associates, Inc.
Land Planning - Landscape Architecture UM
201 N. Front Street, Suite 402 URS CORPORATION _ NORTH CAROUNA
Wilmington, North Carolina 28401 277 9ENDIX ROAD. SUITE 500
NRQNIA REACH, NR7NA
[phone]
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The preparation of this document was financed in part
through a grant provided by the North Carolina Coastal
Management Program, through funds provided by the
Coastal Zone Management Act of 1972, as amended,
which is administered by the Office of Ocean and Coastal
Resource Management, National Oceanic and Atmospheric
Administration.
600' 300' 0 600' 1200'
Scale : 1" = 600'
AILAR TIC
Prepared by.
Howard T. Capps & Associates, Inc.
Land Planning - Landscape Architecture
201 N. Front Street, Suite 402 uRS CORPORATION - NORTH CAROaNA
Wilmington, North Carolina 28401 27?a BENDIX ROAD. SUUIITESSOO
[phone]
LIMITS OF SERVICE
AREA 3
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The preparation of this document was financed in part
through a grant provided by the North Carolina Coastal
Management Program, through funds provided by the
Coastal Zone Management Act of 1972, as amended,
which is administered by the Office of Ocean and Coastal
Resource Management, National Oceanic and Atmospheric
Administration.
Prepared by.
Howard T. Capps & Associates, Inc.
800' 400' 0 800' 1600' Land Planning - Landscape Architecture UM
201 N. Front Street, Suite 402 URS CORPORATION - NORTH CAROaMA AD, Scale : 1° = 800' Wilmington, North Carolina 28401 277 IRRGINArBEAM 41WGINA?
[phone]
Existing Land & Water Use Map
Scale : 1" = 800'

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NORTH
CGI R0LINA? " -
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Long Bay NOT TO SCALE
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The Land Classification Map is for general use only.
Final determination of location for Conservation or
Low Density Development areas shall be made through
field investigation by a responsible federal, state or
local official having regulatory authority.
The preparation of this document was financed in part
through a grant provided by the North Carolina Coastal
Management Program, through funds provided by the
Coastal Zone Management Act of 1972, as amended,
which is administered by the Office of Ocean and Coastal
Resource Management, National Oceanic and Atmospheric
Administration.
600' 300' 0 600' 1200'
Scale : 1" = 600'
Prepared by.
Howard T. Capps & Associates, Inc.
Land Planning - Landscape Architecture UM
201 N. Front Street, Suite 402 URS CORPORATION - NORTH cAROUNA
Wilmington, North Carolina 28401 2777 BEENDIIX BROAD, SUITE
[phone]
C4MA Atom
Land Classification Map
Scale : 1" = 600'
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Developed Holden Beach, N.C. Township: Lockwood Folly, County. Brunswick. 0=0 Tier
General Location: 78.2 Degrees West Longitude, 33.9 Degrees North Latitude.
1%w De a p u[
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LOw D Development Arm Holden Beach, N.C. Township: Lockwood Folly, County. Brunswick.
General Location: 78.2 Degrees West Longitude, 33.9 Degrees North Latitude.
® COmq'vpao4 The Land Classification Map is for general use only.
Final determination of location for Conservation or
Low Density Development areas shall be made through
field investigation by a responsible federal, state or
local official having regulatory authority.
NORTH
+ G4 'R O L I N A i ?NgBA
LOCK ?.. Atlan c
ova
Tai : 9i s,.nom ;
e.m Cong Bay NOT TO SCAU
The preparation of this document was financed in part
through a grant provided by the North Carolina Coastal
Management Program, through funds provided by the
Coastal Zone Management Act of 1972, as amended,
which is administered by the Office of Ocean and Coastal
Resource Management, National Oceanic and Atmospheric
Administration.
600' 300' 0 600' 1200'
Scale : 1" = 600'
a9 l a a i l rb
Prepared by.
Howard T. Capps & Associates, Inc.
Land Planning - Landscape Architecture UM
201 N. Front Street, Suite 402 URS CORPORATION - NORTH CAR"A
Wilmington, North Carolina 28401 2T7 R?EN x ROAD, SUN ITE 5500 BEA.
[phone]
LIMITS OF SERVICE
AREA 3
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Land Classification Map
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TOWN OF
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APPLICANT: TOWN OF HOLDEN BEACH
PROJECT: SERVICE AREA 3 VACUUM SEWER
DATE: OCTOBER 24, 2003
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Holden Beach, N.C. Township. Lockwood Folly, County: Brunswick.
General Location: 78.2 Degrees West Longitude, 33.9 Degrees North Latitude.
The Land Classification Map is for general use only.
Final determination of location for Conservation or
Low Density Development areas shall be made through
field investigation by a responsible federal, state or
local official having regulatory authority.
The preparation of this document was financed in part
through a grant provided by the North Carolina Coastal
Management Program, through funds provided by the
Coastal Zone Management Act of 1972, as amended,
which is administered by the Office of Ocean and Coastal
Resource Management, National Oceanic and Atmospheric
Administration.
800' 400' 0 800' 1600'
Scale : 1° = 800'
Prepared by.
Howard T. Capps & Associates, Inc.
Land Planning - Landscape Architecture UM
201 N. Front Street, Suite 402 ORS CORPORATION - NORTH CAROLINA
Wilmington, North Carolina 28401 27 BENDIX
IARGINIA SAD, SUITE ?
[phone]

Land Classification Map
Scale : 1" = 800'
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The risks associated with these hazards are described
throughout the text of the Land Use Plan. Potential
storm surge information (CAMA V-Zone) is discussed
in Policy Section VI, Part E of the Plan.
The preparation of this document was financed in part
through a grant provided by the North Carolina Coastal
Management Program; through funds provided by the
Coastal Zone Management Act of 1972, as amended,
which is administered- by the Office of Ocean and Coastal
Resource Management, National Oceanic and Atmospheric
Administration.
600' 300' 0 600' 1200'
Scale : 1" = 600'
I IMITS OF SFRVICF
Prepared by.
Howard T. Capps & Associates, Inc.
Land Planning - Landscape Architecture UM
201 N. Front Street, Suite 402 URS CORPORATION - NORTH CAROLINA
Wilmington, North Carolina 28401 277 BErDIX ROAD, WTE 500
URGINA BEACH. 'ARGMYA
[phone]
ckmae ria
C-Smaj

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Scale : 1" = 600'
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The risks associated with these hazards are described
throughout the text of the Land Use Plan. Potential
storm surge information (CAMA V-Zone) is discussed
in Policy Section VI, Part E of the Plan.
The preparation of this document was financed in part
through a grant provided by the North Carolina Coastal
Management Program, through funds provided by the
Coastal Zone Management Act of 1972, as amended,
which is administered by the Office of Ocean and Coastal
Resource Management, National Oceanic and Atmospheric
Administration.
600' 300' 0 600' 1200'
Scale : 1" = 600'
Prepared by.
Howard T. Capps & Associates, Inc.
Land Planning - Landscape Architecture
201 N. Front Street, Suite 402 URS CORPORATM - NORTH CAR"A
Wilmington, North Carolina 28401 BENDIAX SLINTE 5500
[phone]
a!?lwa??wl ??!!?+`+I
S A wsftn

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The risks associated with these hazards are described
throughout the text of the Land Use Plan. Potential
storm surge information (CAMA V-Zone) is discussed
in Policy Section VI, Part E of the Plan.
The preparation of this document was financed in part
through a grant provided by the North Carolina Coastal
Management Program, through funds provided by the
Coastal Zone Management Act of 1972, as amended,
which is administered by the Office of Ocean and Coastal
Resource Management, National Oceanic and Atmospheric
Administration.
800' 400' 0 800' 1600'
Scale : 1" = 800'
some _ -
Prepared by.
Howard T. Capps & Associates, Inc.
Land Planning - Landscape Architecture UM
201 N. Front Street, Suite 402 LIRS CORPORATION _ NORTH CAROLINA
Wilmington, North Carolina 28401 zn ?x ROAD, BEACH, SU?I1TA500
[phone]
i
i
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Composite Hazards Map
Scale : 1" = 800'
??------_ To