20050560 Ver 1_Complete File_20050401

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Michael F. Easley,Govemor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
September 15, 2005
DWQ Project # 050560
Pender County
Mr. Martin Beach, County Manager
Pender County
805 South Walker Street
Burgaw, NC 28425
Subject Property: Pender County Water Line - Phase V
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Martin:
You have our approval, in accordance with the attached conditions and those listed below, to temporarily
impact 0.44 acres of wetlands, 3565 feet of streams, and 0.05 acres of open water for the purpose of
installing 60 miles of water lines at the subject property, as described within your application dated March
31, 2005 and received by the N.C. Division of Water Quality (DWQ) on April 1, 2005, and additional
requested information received on August 10, 2005. After reviewing your application, we have decided
that the impacts are covered by General Water Quality Certification Number 3374 (GC3374). The
Certification allows you to use Nationwide Permit 12 when issued by the US Army Corps of Engineers
(USACE). In addition, you should obtain or otherwise comply with any other required federal, state or
local permits before you go ahead with your project including (but not limited to) Erosion and Sediment
Control, Non-discharge, NPDES Stormwater and State Stormwater Management regulations. Also, this
approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in
your application shall expire upon expiration of the 404 or CAAIA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved (Units) Plan Location or Reference
Stream (temporary) 3565 (feet) Phase V
Wetlands (tern ora ) 0.44 (acres) Phase V
401 Oversight/Express Review Permits Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htt0://h2o.enr.state.nc.us/ncwetlands
One
N Carolina
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An Equal Opportunity/Affirmative Actien Employer - 50% Recycled/10% Post Consumer Paper
Pender County
Page 2 of 3
September 15, 2005
Waters N/A (acres) N/A
Buffers N/A (square ft.) N/A
2. Impacts to modified stream channels that are located adjacent to the right-of-way must be avoided to
the maximum extent possible (impacts 6 and 19). In the event that impacts to modified stream
channels cannot be avoided in these areas, proper erosion control measures must be installed in order
to prevent violations of water quality standards downstream, and the impacted areas must be
stabilized immediately following disturbance.
3. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
4. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
5. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters
is unavoidable, they shall be removed and the natural grade restored within six months of the date
that the Division of Land Resources has released the project.
6. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to this office and to the 4010versight Unit, North Carolina Division of
Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Pender County
Paee 3 of 3
September 15, 2005
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter I SOB of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Noelle Lutheran in the DWQ Wilmington Regional
Office at 910-796-7405 or Cyndi Karoly in the Central Office in Raleigh at 919-733-9721.
Sincere y;'
j Alan W. Klimek, P.E.
Enclosures: GC 3374
Certificate of Completion
cc: Aaron Cooper, S&EC 11010 Raven Ridge Road, Raleigh, NC 27614
Lillette Granade, USACE Wilmington Regulatory Field Office
Noelle Lutheran, DWQ Wilmington Regional Office (File Copy)
Trentt James, DLR Wilmington Regional Office
Central Files
Filename: 050560.sep
WQC #3374
UTILITY LINE BACKFILL AND BEDDING CERTIFICATION
GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE
FOR CORPS OF ENGINEERS NATIONWIDE PERMIT NUMBER 12 OR
REGIONAL PERMIT 198100049 (UTILITY LINE BACKFILL AND BEDDING)
AND RIPARIAN AREA PROTECTION RULES (BUFFER RULES)
This General Certification is issued in conformity with the requirements of Section 401,
Public Laws 92-500 and 95-217 of the United States and subject to the North Carolina Division of
Water Quality (DWQ) Regulations in 15A NCAC 2H, Section .0500 and 15A NCAC 2B .0200 for
the discharge of fill material to waters and wetland areas as described in 33 CFR 330 Appendix A
(B) (12) and General Permit No. 198100049 of the Corps of Engineers regulations (i.e., including
any fill activity for utility line backfill and bedding) and for the Riparian Area Protection Rules
(Buffer Rules) in 15A NCAC 2B .0200. This certification replaces Water Quality Certification
(WQC) Number 2664 issued on January 21, 1992, Water Quality Certification Number 3022
issued on September 6, 1995, Water Quality Certification (WQC) Number 3101 issued on
February 11, 1997 and Water Quality Certification Number 3288 issued on June 1, 2000. This
WQC is rescinded when the Corps of Engineers reauthorize Nationwide 12 or Regional Permit
198100049 or when deemed appropriate by the Director of the Division of Water Quality.
The State of North Carolina certifies that the specified category of activity will not violate
applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-217
if conducted in accordance with the conditions hereinafter set forth.
Conditions of Certification:
1. Activities covered by this General Certification do not require written concurrence from the
Division of Water Quality as long as they comply with all conditions of this General
Certification and the conditions of Nationwide 12 or Regional Permit 198100049 as
appropriate. If any condition in this Certification cannot be met, application to and written
concurrence from DWQ are required. Also, Condition No. 6 is applicable to all streams in
basins with riparian area protection rules;
2. In accordance with North Carolina General Statute Section 143-215.3D(e), any request
for written concurrence for a 401 Water Quality Certification must include the appropriate
fee. If a project also requires a CAMA Permit, one payment to both agencies shall be
submitted and will be the higher of the two fees;
In accordance with 15A NCAC 2H .0506 (h) compensatory mitigation may be required for
stream and/or wetland impacts. Streamside buffer mitigation may be required for any
project with Buffer Rules in effect at the time of application for buffer impacts resulting
from activities classified as "allowable with mitigation" within the "Table of Uses" section of
the Buffer Rules or require a variance under the Buffer Rules. A determination of buffer,
wetland and stream mitigation requirements shall be made by DWQ for any Certification
involving written concurrences including those for relevant Buffer Rules;
4. The edge of the construction corridor shall not be installed parallel to and closer than 10
feet (3 meters) to a stream and 25 feet in waters classified as HQW. Utility lines shall not
cross a stream channel at other than a near-perpendicular direction (i.e., stream channel
crossings shall not be at an angle of less than 75 degrees or more than 105 degrees to
the stream bank);
WQC #3374
5. Any wastewater line that crosses any stream shown on the most recent version of the
1:24,000 USGS topographic map or NRCS (SCS) County Soil Survey as permanent or
intermittent shall be installed with no joints connected within the footprint of a stream
channel or within 2 feet of the stream banks. Otherwise, written concurrence from DWQ
is required;
6. Impacts to any stream length in the Neuse, Tar-Pamlico, Randleman and Catawba River
Basins (or any other river basins with Buffer Rules in effect at the time of application)
requires written concurrence from DWQ in accordance with 15A NCAC 2B.0233, .0259,
.0250 and .0243. Activities listed as "exempt" from these rules do not need to apply for
written concurrence under this Certification. New development activities located in the
protected 50-foot wide riparian areas (whether jurisdictional wetlands or not) within the
Neuse, Tar-Pamlico and Randleman River Basins shall be limited to "uses" identified
within and constructed in accordance with 15A NCAC 2B .0233, .0259, .0250 and .0243.
All new development shall be located, designed, constructed, and maintained to have
minimal disturbance to protect water quality to the maximum extent practicable through
the use of best management practices;
7. Measures shall be taken to prevent live or fresh concrete from coming into contact with
waters of the state until the concrete has hardened;
8. Herbicides can be applied in wetlands or other waters only when applied by a certified
applicator, and in strict accordance with product labeling;
9. Placement of rip rap is restricted to the stream bottom and banks directly impacted by the.
placement of the utility line. Rip rap may only be used below the normal high water level.
The stream cross section must be restored to its original grade and elevation. Placement
of rip rap or other materials shall not result in de-stabilization of the stream bed or banks
upstream of downstream of the crossing;
10. That appropriate sediment and erosion control practices which equal or exceed those
outlined. in the most recent version of the "North Carolina Sediment and Erosion Control
Planning and Design Manual" or the "North Carolina Surface Mining Manual" whichever is
more appropriate (available from the Division of Land Resources (DLR) in the DENR
Regional or Central Offices) shall be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management
Practices in order to assure compliance with the appropriate turbidity water quality
standard;
11. All sediment and erosion control measures placed in wetlands or waters shall be
removed and the original grade restored within two months after the Division of Land
Resources has released the project;
12. Annual native species suitable for wet locations shall be planted and established within
jurisdictional wetlands for soil and erosion control. Perennials such as fescue are
prohibited;
13. No fertilizer shall be applied within 10 feet (3 meters) of streams. Any fertilizer application
must comply with all other Federal, State and Local regulations;
14. The construction corridor (including access roads and stockpiling of materials) is limited to
40 feet (12.2 meters) in width in wetlands and across stream channels and must be
minimized to the maximum extent practicable;
WQC #3374
15. Permanent, maintained access corridors shall be restricted to the minimum width
practicable and shall not exceed 10 feet (3 meters) in width except at manhole locations.
A 10 feet (3 meters) by 10 feet (3 meters) perpendicular vehicle turnaround must be
spaced at least 500 feet (152.4 meters) apart. Written concurrence is required if the
maintenance corridor is greater than 10 feet (3 meters) wide except that a maintenance
corridor larger than ten feet is acceptable for gas pipelines as long as mitigation is
provided for additional wetland fills to the maintenance corridor beyond those widths
specified in this General Certification;
16. An anti-seep collar shall be placed at the downstream (utility line gradient) wetland
boundary and every 150 feet (45.7 meters) up the gradient until the utility exits the
wetland for buried utility lines. Anti-seep collars may be constructed with class B
concrete, compacted clay, PVC pipe, or metal collars. Wetland crossings that are
directionally drilled, and perpendicular wetland crossings that are open cut and less than
150 feet (45.7 meters) long do not require anti-seep collars. The compacted clay shall
have a specific discharge of 1 X 10- 5 cm/sec or less. A section and plan view diagram is
attached for the anti-seep collars;
The following specifications shall apply to class B concrete:
a) Minimum cement content, sacks per cubic yard with rounded course aggregate 5.0
b) Minimum cement content, sacks per cubic yard with angular course aggregate 5.5
c) Maximum water-cement ratio gallons per sack 6.8
d) Slump range 2" to 4"
e) Minimum strength - 28 day psi 2,500
17. This General Certification does not authorize any permanent changes in pre-construction
elevation contours in waters or wetlands or stream dimension, pattern or profile. The
permittee will have a specific plan for restoring wetland contours. Any excess material
will be removed to a high ground disposal area;
18. If an environmental document is required, this Certification is not valid until a Finding of
No Significant Impact (FONSI) or Record of Decision (ROD) is issued by the State
Clearinghouse;
19. Stormwater management will not be required for this Certification as long as all other
Conditions are met. However, in the twenty coastal counties, the appropriate DWQ
Regional Office must be contacted to determine if Coastal Stormwater Regulations still
apply;
20. Compensatory mitigation (i.e., restoration, creation or preservation) for wetland losses will
not be required for this Certification if written concurrence is not needed;
21. Payment of a dollar per acre figure into the Wetland Restoration Program for these
impacts is acceptable when compensatory mitigation is required as long as the Wetlands
Restoration Program agrees in writing to accept this payment. Other mitigation plans
must receive written DWQ concurrence;
22. This Certification does not relieve the applicant of the responsibility to obtain all other
required Federal, State or local approvals;
23. Additional site-specific conditions may be added to projects for which written concurrence
is required or requested under this Certification in order to ensure compliance with all
applicable water quality and effluent standards;
WQC #3374
24. Concurrence from DWQ that this Certification applies to an individual project shall expire
three years from the date of the cover letter from DWQ or on the same day as the
expiration date of the corresponding Nationwide Permit 12 or Regional Permit 198100049
whichever is sooner;
25. When written concurrence is required, the applicant is required to use the most recent
version of the Certification of Completion form to notify DWQ when all work included in the
401 Certification has been completed.
Non-compliance with or violation of the conditions herein set forth by a specific fill project
may result in revocation of this Certification for the project and may also result in criminal and/or
civil penalties.
The Director of the North Carolina Division of Water Quality may require submission of a
formal application for individual certification for any project in this category of activity that requires
written concurrence under this certification, if it is determined that the project is likely to have a
significant adverse effect upon water quality or degrade the waters so that existing uses of the
wetland or downstream waters are precluded.
Public hearings may be held for specific applications or group of applications prior to a
certification decision if deemed in the public's best interest by the Director of the North Carolina
Division of Water Quality.
Effective date: 18 March 2002
DIVISION OF WATER QUALITY
By
Gregory J. Thorpe, Ph.D.
Acting Director
WQC # 3374
WQC #3374
ANTI -SEEP COLLAR

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Class B Concrete
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6 inches Trench Width E Inches,
Not to exceed 40 feat
SECT'1ON
Class S Concrete
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WQC #3374
Certification of Completion
DWQ Project No.: County:
Applicant:
Project Name:
Date of Issuance of Isolated Wetland Permit:
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification and Buffer Rules, and any
subsequent modifications, the applicant is required to return this certificate to the 401/Wetlands Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650. This form may be returned to DWQ by
the applicant, the applicant's authorized agc?it, or the project engineer. It is not necessary to send certificates from all of
these.
Applicant's Certification
I, , hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the, 401 Water Quality Certification and Buffer Rules, the approved plans and specifications,
and other supporting materials.
Signature: Date:
Agent's Certification
I, , hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications,
and other supporting materials.
Signature:
Date:
If this project was designed by a Certified Professional
I, as a duly registered Professional (i.e., Engineer,
Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to observe (periodically,
weekly, full time) the construction of the project, for the Permittee hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the construction such that the construction was observed to be built within
substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and
specifications, and other supporting materials.
Signature: Registration No. - Date

Delallst Detalls2 I crrnita.and Ceit,,j,Cros, Refs' Im pact -yMitigations., FCT. ATliatlon ? VvLnts? In_pection Comment j lilctory
Project Number: 20050560 Version: 1 Status: Issued LastActi0nDosc: Projectissued
'Project Name: Ponder County Water Line Phase V (X-Ref 02.1658) *ProjectType: IUtaay
ProjectDesc: Water Line
-Owner: Ponder County Manager Details...
'Received From: Applicant COE ID: 'Primary County
DOT TIP: 'Admin Region: Wilmington
Received Dt 0410112005 Reviewer: Inoelle Iutheran
issuedDt: 08!1512005 _
_Secondxy unty
Statutory Dt:
i
CAMA NEPAL SEPA Received Dt:
DCM Office: DCM Wilmington Field Otficel SW Plan Received Ot
COE Once: . ngton Regulatory Field Off¢a, SW Plan Approved Dt: Public Notice Published Dt.
Last Updated BY wait scheper SW Plan Location: Public Notice Received Dt
Last Updated On: 06/2412005 Sewage Disposal: P.N. Comment Period Ends DI:

f < Back I Close
Ready ;Page 111 SD:WPD1
IL-511i North Carolina Wildlife Resources Commission
Richard B. Hamilton, Executive Director
MEMORANDUM
To: Cyndi Karoly
NC DENRlDWQ
From: Steven H. Everhart, PhD
R FP-1 DP
Southeastern Permit Coordinator S H 179CJ?j
Date: September 8, 2005 ct:ifii •1"A'il_ri { 1111! iTY
RE: Pender County - 401 Application 050560, Water Line PH V, Pender Co.
Biologists with the North Carolina Wildlife Resources Commission (NCWRC) have reviewed
the subject application for impacts to wildlife and fishery resources. A site visit was made on
August 23, 2005. Our comments are provided in accordance with provisions of the Fish and
Wildlife Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661 et. seq.), and Sections 401
and 404 of the Clean Water Act (as amended).
The project is located north of Hampstead off US 17. The applicant has provided additional
information requested by DWQ and we have coordinated with Noelle Lutheran in the
Wilmington Regional Office of DENR in regard to this project.
Two sensitive species of wetland plants occur in the area along NC 210 where sections C-35 and
C-36 join. These are Torrey's pinweed (Lechea torreyi) and savanna milkweed (Aesclepias
pedicellata). Both are categorized as significantly rare - proposed for listing by the NC Natural
Heritage Program. Care should be taken to determine where these plants occur and prevent
disturbance to them.
The Wildlife Resources Commission does not object to this project as proposed. We recommend
that 1) culverts be embedded sufficiently to allow for passage and settlement of aquatic
organisms; 2) utility stream crossings be either directionally bored or supported above the
stream; and 3) if mitigation is required, wetlands be preserved in the general vicinity of and of
Mailing Address: Division of Inland Fisheries - 1721 Mail Service Center - Raleigh, NC 27699-1721
Telephone: [phone] - Fax: [phone]
Pender Co. - Water Line PH V
September 8, 2005
the same type and quality as those impacted through conservation easements that maintain
wildlife corridors and large tracts of habitat.
Thank you for the opportunity to review and comment on this application. If you have any
questions or require additional information, please call me at [phone].
Triage Check List
8/10/05
Date: Project Name: Pender County Water Line Phase V
DWQ#: 05-0560
7' U
County: Pender
'
?I 0
To: Noelle Lutheran, Wilmington Regional Office
60-Day processing time: 8110105 to 10/8/05
From: Cyndi Karoly Telephone: [phone]
The file attached is being forwarded to you for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Neuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
Check drawings for accuracy
Is the application consistent with pre-application meetings?
? Cumulative impact concern
?
Comments: As per our discussion regarding revision of the triage and delegation processes,
please review the attached file. Note that you are the first reviewer, so this file will need to be
reviewed for administrative as well as technical details. If you elect to place this project on hold,
please ask the applicant to provide your requested information to both the Central Office in
Raleigh as well as the Asheville Regional Office. As we discussed, this is an experimental, interim
procedure as we slowly transition to electronic applications. Please apprise me of any
complications you encounter, whether related to workload, processing times, or lack of a "second
reviewer" as the triage process in Central had previously provided. Also, if you think of ways to
improve this process, especially so that we can plan for the electronic applications, let me know.
Thanks!
t e.
o?
'Cy
Y l
Soil Environmental Consultants PA
-u 11010 Raven Ridge Road Raleigh, North Carolina 27614 • Phone: [phone] Fax: [phone]
www.SandEC.com
August 8, 2005
S&EC Project # 7128.W2
DWQ No. 050-5564
050560
Division of Water Quality Division of Water Quality
Express Review Permitting Unit Wilmington Regional Office
Attn: Cyndi Karoly Attn: Noelle Lutheran
2321 Crabtree Boulevard 1 127 Cardinal Drive Extension
jil,
Wilmington, NC 28405
Suite 250 JJ ?? y
Raleigh, NC 27604
Re: Reply to the Division of Water Quality's May 26, 2005 request for additional
information
Pender County Water Line - Phase V
Pender County, North Carolina AUG 1 0 2005
Dear Ms. Karoly and Ms. Lutheran:
DENR - WATER QUALITY
1JMMDS AND STORMWATER BRANCH
This letter is in response to your letter dated May 26, 2005 (copy attached), which
requested additional information for the proposed Phase V Pender County Water Line. A
copy of the requested changes are attached to each of you.
Additional Information
1., Please provide a jurisdictional determination signed by the US Army Corps of
Engineers.
Ms. Lillette Granade of the USACE has verified our delineation for the proposed
alignment. A 404 permit and Jurisdictional Determination was issued and is
attached for your files.
2. Please provide a typical cross-section detail of the water line for the purpose of
denionstrating that anti-seep collars will not be necessary.
According to WQC #3374, anti-seep collars will not be required if wetland
crossings are directionally drilled or open cut and less than 150 feet. Areas at
impacts 8, 9, 10, 25, 27, 28, 34, 36, 50, 51, 54, and 58 will exceed 150 feet of
open cut and thus will require anti-seep collars (see attached impact maps).
3. Please provide a piaster plan sheet. On the USGS Quad neap and the Soil Survey,
water lines along Country Club Drive are not shown; however, on the plan detail
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Ilawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: (336),540-8235
sheets, particularly sheet C51 where potential impacts to 10241inear feet of
stream channel are proposed, you are showing the water line along Country Club
Drive. Please clarify.
The stream in question is a modified channel which runs parallel to Country Club
Drive. The USGS and soil survey maps have been updated for your use. A
master plan sheet is also attached.
4. Please also provide a detail sheet showing the area where the water line must run
parallel to the streant. Crossing details are referenced in the site plans provided
but I do not have these sheets. If the water line can be installed without actually
disturbing the stream bank or streantbed, mitigation ntay not be required, but if
direct impacts to the stream in this area cannot be avoided, mitigation will be
required. Please explain why the impacts cannot be avoided including alternate
locations.
This stream is a modified channel that has been diverted and straightened to run
parallel to the road. Lillette Granade of the USACE has made a determination on
this channel and will be contacting you concerning this matter. The stream will
most likely not be impacted in this area, but we used caution and assumed the
worst case scenario. Once again, this channel has been altered and diverted in the
past.
Please call if you have any questions or require further explanation.
Sincerely,

Aaron Cooper
Attachments: 1) DWQ letter dated May 26, 2005
2) Impact Map Locations for Anti-seep Collars
3) USGS Vicinity Map
4) Soil Survey Vicinity Map
5) Overall Site Plan
2
AUG. 5.2005 3:09PM
wA
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? -C
NCDENR WIRO N0.935 P.2
Michael F. Easley, Governor
William G. Ross Jr, Secretary
North Carolina Department of Environment and Natural Rcsources
Alan W. Klimek, P.E. Director
Division of Water Quality
May 26, 2005
DWQ Project # 050560
Pender County
CERTIFIED MAIL: 7004 2510 0001 3279 5030
RETURN RECEIPT REQUESTED
Mr. Martin Beach, County Manager
Ponder County
805 South Walker Street
PO Box 5
Burgaw, NC 28425
Subject Property: Pender County Water Tine -- Phase V
REQUEST FOR MORE INFORMATION
Dear Mr. Beach:
On April 1, 2005, the Division of Water Quality (DWQ) received your application dated March 31, 2005,
to temporarily impact 0.44 acres of wetlands, 0,05 acres of open water, and 3565 linear feet of streams to
construct the proposed Pender County Water Line - Phase V. The DWQ has determined that your
application was incomplete and/or provided inaccurate information as discussed below. The DWQ will
require additional information in order to process your application to impact protected wetlands and/or
streams on the subject property. Therefore, unless we receive the additional information requested below,
we will have to move toward denial of your application as required by 15A NCAC 2H ,0506 and will
place this project on hold as incomplete until we receive this additional information. Please provide the
following information so that we may continue to review your project.
Additional Information Requested:
1. Please provide a copy of the jurisdictional determination signed by the US Army Corps of
Engineers,
2, Please provide a typical cross-section detail of the water line for the purpose of demonstrating that
anti-seep collars will not be necessary,
3. Please provide a master plan sheet, On the USGS Quad map and the Soil Survey, water lines along
Country Club Drive are not shown; however, on the plan detail sheets, particularly sheet C51 where
potential impacts to 1024 linear feet of stream channel are proposed, you are showing the water line
along Country Club Drive. Please clarify.
4. Please also provide a detail sheet showing the area where the water line must run parallel to the
stream. Crossing details are referenced in the site plans provided but I do not have these sheets, If
the water line can be installed without actually disturbing the stream bank or streambed, mitigation
may not be required, but if direct impacts to the stream in this area cannot be avoided, mitigation
will be required. Please explain why the impacts cannot be avoided including alternate locations.
LNOne
ma
North Carolina Dlvisloq of Water ouallty 127 Cardinal DNo Extenslen Phone [phone] Customer SQrvlcal- M-623-67, Vatrrrally
WilrNnelon Reglonal OfFica Wilmington, NC 2M M3645 FAX [phone] Internal; h2o.onr.e1ato,nau3
An Equal Cppor:unlly/AfOnnallvo Action Employer- 50% Recyclod/l0% Post CoOsumer Paper
AUG. 5.2005 3:09PN NCDENR WIRO NO.935 P.3
Pender County
Page 2 of 2
May 26, 2005
Please respond within three weeks of the date of this letter by sending this information to me in writing
and Cyndi Karoly, 401 OversighVExpress Review Permitting Unit, 2321 Crabtree Blvd., Raleigh, NC
27604-226, her phone number is [phone], If we do not hear from you within three weeps, we will
assume that you no longer want to pursue this project and we will consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call me at (910) 796 -7405 if you have any questions
regarding or would like to set up a meeting to discuss this matter.
Sincerely,
? 41% Z1, tLw"'e-
Noelle Lutheran
Environmental Specialist III
cc: Cyndi Karoly, 401 Oversight Unit
Noelle Lutheran, DWQ Wilmington Regional Office
Lillette Granade, USACE Wilmington Regulatory Field Office
File Copy
Central Files
Filename: 050560.may
U.S. ARMY CORPS OF ENGINEERS i
WILMINGTON DISTRICT u
MAY 1 8 2005
Action Id. 200500619 County: Pendcr U.S.G.S. Quad: 11olly Ridge;
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICA.TION --__._-`_,
Applicant: Pender County Agent: Todd Preuninger
Attn: Martin Beach Soil and Environmental Consultants, PA
Address: 805 South Walker Street 11010 Raven Ridge Road
Burgaiv, NC 28425 Raleigh, NC 27614
Telephone No.:[phone] [phone]
Size and location of property (water body, road name/number, town, etc.): The project area is located within the road
ri2ht-of-way along 60 miles of primary and secondary roads in the 11ampstead area of Pendcr County, North
Carolina. The proiect crosses multiple jurisdictional wetland and stream areas, including, unnamed tributaries of
the Intracoastal Waterway, unnamed tributaries of Mullet Run, unnamed tributaries of Virginia Creek, unnamed
tributaries of County Line Branch, and unnamed tributaries of Becky's Creek. (See attached map for the project
layout.)
Description of projects area and activity: Temporary impacts to 3565 linear feet of stream, 0.44 acres of wetlands
and 0.05 acres of open water for the construction of 60 miles of 211- 12" PVC water line for Phase V of the Pender
County Water Line protect. The water line will be installed in the road right-of way, approximately 5 feet from the
edge of pavement. The construction corridor will not exceed 15 feet from edge of pavement for the instillation of
the 12" main line, and will be between 5-8 feet for the instillation of the 4"- 6" lines To minimize impacts to
wetlands and Waters, spoil will be placed in the road until the water line is installed wherever possible and
directional drilling will be used to install the water line under Becky's Creek
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
® Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number:
Nationwide Permit Number: 12
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted plans. Any violation of the attached conditions or deviation from your submitted plans may subject the
permittee to a stop work order, a restoration order and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide perniit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide pen-nit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management in Wilmington, NC, at [phone].
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Lillette Granade at (910) 2514829.
Corps Regulatory Official 3i!!?ft 4fl,?4e Date: May 13, 2005
Expiration Date of Verification: March 18, 2007
Page 1 of 2
Determination of Jurisdiction:
? Based on preliminary information, there appear to be waters of the US including wetlands within the above described project area.
This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
(Reference 33 CFR Part 331).
® There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
® There are waters of the US and/or wetlands within the above described project area subject to the permit requirements of Section
404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
? The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued . Action ID
Basis of Jurisdictional Determination: This site exhibits wetland criteria as described in the 1987 Corps Wetland Delineation is
adjacent to many tributaries of the Intracoastal Waterway includine unnamed tributaries of Mullet Run unnamed
tributaries of Vireinia Creek, unnamed tributaries of County Line Branch and unnamed tributaries of Becky's Creek
Determination is based on information Provided by Todd Preunini!er of Soil and Environmental Consultants PA
Corps Regulatory Official: S'tt?'L?i ?e LY!
Date May 13, 2005
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORMS, PROJECT PLANS, ETC., MUST BE
ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
Page 2 of 2
7
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8 8
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' a'6- Mi TEE W/ _ ?- - - -? _ EXISTNG UNDERCR"o
TR HYDRANT ASSEMBLY
---- UTILITIES, SEE NOTE I AND 2
-----
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EXISTING UNDERGROUND
UTIJnES
SEE NOTE I AND
?p .
2
WEN
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CXISINC I5
RCP. SEE CROSSING
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- DETA, •A'. SHE 01.

C CND Or EXISTING 15
RCP, V
SEE C DETAIL 'A'.
s SHEET DL 1,900 SQ. FT.
1. CUHTRACTCA TO VERITY SIZE. DEPTN. MATERIAL AND LOCATION
FOR ALL uaeeaaRD uTjrEs PRIOR To vNc START Or WETLAND IMPACT

CONSTRUCTION.
2. TINE UNDC*CROL D UTILITIES INDICATED ON THE PLANS HAIL BEEN
41 LF PERENNIAL Q
I
TAKEN FROM NORYAINM MADE AVAILABLE FROM THE YA410US
UTILITY UTILITY INFORMATION MAD
FROM
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C
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ADVISED THAT ADO ADp
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P WHOM Aq Nar ROAM01f9 BN U1U AQ
CLEASE MAY THAT
nf PLANS

ETLAND IMPACT
PLEASE
CABLES BE IOVf5E0 THAT IN TRMAS LC AND
N COLILD
mvnIOr VAIN nl THE K WATER MAIN Co"S casTR0CT1011 24 LF
INTERMITTENT
AS HO . THE
REALIGN T W TEnR WILL WOW MM THE CONTRACTOR TO
A
R MAINS AND APPURTENAKZS TO UIWMZE STREAM IMPACT
OYUCTS, nE C TIE
C
OWNER WILL NOT COVSOQ WouEsT rat
ADDITIONAL COMPENSATION OLIE TO THE PRESENCE or
CO TUCTING UrVIIES AND CABLES THAT /A( NOT SNOW ON
lK PLANS
1 ALL PVC PIPE SHALL BE SOR-21. CLASS 200. ILL DUCt" POI
PIPE (Do 94µL BE CLASS 50.
8

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nPE HYDRANT ASSEMBLY

- EMSTING LINCERCROMO
_ - ? UTILITIES- AC NOIE$ 1 AND 2.
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WETLANDS IMPACT
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11
31 LF INTERMITTENT
STREAM IMPACT
120' 0 120' 240'
SCALE: 1"=120' (Horiz.)
(APPROXIMATE)
PENDER COUNTY 8" PVC WATER LINE
PHASEV SR 1561 SLOOP POINT ROAD
ROCKYPONUTCPSAL STA. 189+00 TO STA. 220+50
WATER AND SEWER DISTRICT
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SEE CROSSING DETAIL 'B' SHEET 01.
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615YSQ. FT.
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55 LF PERENNIAL
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(Tyr)
FIBER OPTIC CABLE
SEE NOTES 1 AND 2
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SCALE: 1--120' (HOd2J
(APPROXIMATE)
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241 Na1h Frmt SVe°1 PHASE V SR 1565 COUNTRY CLUB DR. CH?o A.6 'RICA /•?
Wdmingto . Nalh Cadno 28401 U[10A E?.r
Ph_ FRI0114.1-In1R F., lO1nU51-KURD ROCKY POINT/TOPSAIL °'T°?° A?
1X0.1 Ndt. ANSI NA
UTILITY OWNERS. 7}I$ INFORMATION IS NOT INCLU4\'E OF ALL
EXISTING UNDERGROUND UTILITIES AND CABLES. THE CONTRACTOR
IS ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES AND
CABLES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS.
PLEASE BE ADVISED THAT E
CABLES COULD CONFLICT NTH THE WATER CONSTRUCTION
AS SHOWN. THE OWNER WILL WORK WITH THE CONTRACTOR TO
REALIGN THE WATER MAINS AND APPURTENANCES TO MINIMIZE
CONFLICTS. THE OWNER WILL NOT CONSIDER REDDEST FOR
ADDITIONAL CONFLICTING V?TIESAAND CABLES THAT ARE NOT SHOWN ON
THE PLANS.
I ALL PVC PIPE SHALE BE SDR-21. CLASS 200. ALL DUCTILE IRON
PIPE (DI) SHALL BE CLASS 50.
- - SILT FENCE
C??'.` " Ln[Ut U[?•M, ITP [.
ITnAc KEuN nuF[RfOUM NWINFNCU N MUATIiLIOTIN ES MIANpDE ICAAVIEAO LAON ITiE PLANS "AVE BEEN
BLE n
FROM THE VARIOUS
/•r" UTILITY OYMERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL
G?.?rr S SILT FENCE GiVVV? EMSTING UNDERCROUNO UTILITIES AND CABLES. THE CONTRACTOR
IS ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES AND
ll++,, \ ?? ?\ ??. 452 SQ. FT. LINEAR CABLES BE AO"SED THAT THE UNDERGROUND UTILITIES AND
G \ \? CABLES COULD CONFLICT WITH THE WATER MAIN CONSTRUCTION OWNER WETLAND IMPACT RE? CN ? WATER Y NS AN`D APPURTENAANCONTRACTOR ZE
r
\ 2(o CONFLICTS. THE OWNER WILL NOT CONSIDER REQUEST FOR
7 ?\? \
(4) 45' MJ BENDS EMST1NG UNDERGROUND UTILITIES. ADDITIONAL COMPENSATION DUE TO THE PRESENCE OF
\ SEE NOTES I AND 2. CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON
INSTALL 201F.6'0.1, -? 293 LF PERENNIAL S. U) THE PLAN
o
CLASS 50 PIPE S' OF ENO
OF EXISTING 24' RCP. SEE ]. ALL PVC PIPE SHALL BE SDR-21, CLASS 200. ALL DUCTILE tRON }
6• M S _?1 WATBI LF?r STREAM IMPACT PIPE (01) SHALL BE CLASS 50. lr
CROSSING DETAIL '8'. \ W
SHEET D1. M1a \ \ W
aor \1 \ \ \ s?? " " a= t- Ul
OUNO FACILITIES V1
_ ?? - - - -
SEE NOTE UT
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SEE NOTES 2. - ! " - -- _ " - --' -- JW
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I- INSTALL 20 LF. 6- D.I. CLASS 50
1 1 ?` ~ r"sio 6' OFF PIPE S' OFF END CF EXSTNG 15'
SILT FENCE RCP. SEE CROSSING DETAIL 'B'. J/
`7
DRY BORE D.I. AND ACK 1 1 1 EDP (MIN.) SHEET DI.
25 LF 6' .I. PIPE (? 1 1 1 /
m
V PM Mn-21WATmLw F.I Ma..r 576 SO. FT. LINEAR
6'
STA_ 35+40
6- x 6- MJ TEE 1 (2) 6' 45' MJ BENOS
6' CATE GATE VA VALVE WETLAND IMPACT
1 1
N 6' MJ PLUG 1 .
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to - '?• - _ _ _ 1 EYJSTNG RIP RAP.
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a *.?s\0 ?eoS
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? (APatO>SIJAII)
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s o.rc14 .u 01 SCALE •??`••?
v1V?VI&CREED FENDER COUNTY oRA.w
lw1 xaezasµ; ?, .
6" PVC WATER LINE ` 05" ?..
243 North Front Str"t PHASE V SR 1565 COUNTRY CLUB DR. CHy? A? '''?° ^^CC
b[ORD Avg IiF?C.l: ? W2
N
3y
633 SQ. FT. N
WETLAND
IMPACT MATCHLINE STA. 28+00
SEE SHEET C66
6'M 808-21 WATER L!E I
SR"MOOWS LA UM FD.
BEOH r PVC saJW17
c• , o YJ RmLKER SrA.
T+QO Y 1CMPORMT BLOe' 1' TAPPRIG SAODLE
{,
DRY BORE AND JACK 20 LF
EDP r I' CATE VALTE {' 01. CLASS 50
wk) Z (2) P t5' YJ BEND
z NYC ?ft-21 WATER LlE f M 90f}21 WATER LIE au
6' Orr
- -4- ?_ _ - - 1 I EDP Cwt) C
,PMyy"A _
- - - 4AOorc? LAP ni 1 MATCHLINE STA. 26+00
- " - _ _ - - - _ - SEE SHEET C65
-- - . - 1\ t I I CROSSeD OY OPEN CUT
I {'f{'MJ TEE
(2) 2' 45' YJ BOOS ?6' GTE VAST[
ASTNG UNNOERrnaNO UTIU cs _
SEE NOTES I AND 2 - E 45' YJ KENO
\ " I B ns' YJ SEND
- . t A I i' NJ PLUG
l
{' 22S' W BOO t? \f
12) {' t5' YJ ecNO \ J
CamuCfORO(TO KRiT 9M DEPTH. MATERIAL AND LOCATION
TOR ACL UMRp10JND UTIUTES PRIOR TO THE START OF
CONSTRUCTION.
I. THE TIOEROROJNp UTUTES R4CATE0 ON THE PLANS HAVE BEEN
TAKEN FriOY 1AFONATpN YAM AVAILABLE FROM THE VARIOUS
UTUIY OWNERS THIS VWORYATIONN IS NOT NCLUSOE OF ALL
EASTNO UNOERCNlOCRO UtUTIES AND CABLES. THE CONTR ACTOR
IS AOMSEO MAT AOOMNAL UNOERCROUND UrurKS AND
CABLES WAY EAST W1CN ARE NOT SHOWN ON THE PUNS,
PLEASE BE AOMSEO THAT THE UHOERCRONO UTILITIES AND
CABLES COULD CONFLICT NM THE MATER YAFN [OHSTRUCTON
AS SHOWJ. THE Ow" WILL WOW MM T[ COVfRACroR TO
REAUCK THE MATER MANS AND Ap"rENNNCES TO MNN112E
CONFLICTS- THE ONHCR WLL NOT CONSIDER PEOEST FOR
ADOITIOlAL COMPENSATION DUE TO THE PRESENCE OF
CONFUCTNC UTUTES AND CABLES THAT APE NOT 9gW1 ON
THE PLANS
1 ALL PVC PIPE SHALL BE SJR-I1. CUSS 200. ALL WCTIE RCN
PIPE (O) SHALL BE CLASS 50.
120' 0 120' 240'
SCALE: 1 "=120'(Horiz.)
(APPROXIMATE)
V ? /IE_ PC T T{ R(L CREEn POND I u?vCEl ER wx: a rr a K? +
-1V tSi, 7t 1?1,[,`jJ 4" PVC WATER LINE
a.. Lr RVe7atN: ..a
VN5N243lyN NH t b« PHASEV SR 1578 MOORES LANDING RD. &
Ip
* (91)343 2et0T X0¢9 •? C?
PNwN; (sIO)w-1T04xDU.r,? (910)251-CM ROClCYPOt'(TJTOPSAL MOORES LANDING RD. EXT. V
•WPNA) Dorc,f1H HOL M0. .e u
WATER AND SEWER OtSTMT STA. 1+00 TO STA. X+00
51•Ni am

N
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o
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W=
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INSTALi 20 Lr. C 0J. CLASS
50 PPE CENTERED UNMR
EMTNc IS' CAP. SEE
EROSSNC DETAIL 'C. SHEET 01.
c' 01T
COP (mm.)
EvSTNC UWERCIROMO UTILITIES
SEE NOTES I ANO 2
I
-- I
A•Wr
q TAPPNC SADDLE
I' CANE VALVE
DRY DORE AND JACK
00 U r PVC SCR-
6, Orr
EDP (MN.)
I I
35 r r\saon-21 WATER LM
254 SQ. FT.
WETLAND IMPACT
27 LF PERENNIAL oIECI DAM (TIP)
STREAM IMPACT
I I
INSTALL 20 Lr. S' Dl CUSS 5O PPE
5' OFr EW a E)TSTNc I5' CAP.
SEE CROSSING DETAIL 'B'. SHEET DI.
I ? I
Nm aW I I
?yI I ? I I
I I

(2) r 45' NJ KENO
EOP (Um.)
(2) r 45• NO r PYC 9DR 21 WATER L PE END M MR-21 WATER LlE
Z/., STA. u.es `
90' YJ BETO . )60 2' PERMANENT BLOW Orr ASSEYKLT
781 SQ. FT.
WETLAND
IMPACT
V+)mG IMaROROLRq UNITIES
SCE NOTES I A(7 2
120' 0 120' 240'
SCALE: 1"=120' (Horiz.)
(APPROXIMATE)
N32s
I. CONTRACTOR TO W R" SIM OLFRC MATERIAL AND LOCATION
TOR ALL UAEROROUO UTILITIES PRIOR TOM START OF
CONSTRUCTION!
2 M 1AVOCRLRORID NURE$ NOKAIEp ON M PEAK NAVE Bfa
fAI(EN FRDY TfOB1411011 YAOE AVAIEABLE FROM M VAIORK
UTILITY DWIIERS MS KORYATION NS NOT NCLUSIK OF ALL
CCitwc LAOERORaRa UTURES A.1 CARIES M CONTRACTOR
K ADVISED THAT ADDITIONAL UIaRCROUND UTILITIES AND
CABLES WY EuST WHICH ARE NOT 94OW4 ON M PUNS
PLEASE BE AD VISED MAT THE UNDERCROJW UTUTIES AND
CABLES COAO CWIXT ¦TH M WATER YAM CONSOUCMiN
AS SWIM. M OWT(R All WON MM THE CONTRACTOR TO
READ N M f41ER MANS AID APPURTEIIANES TO NIYjE
CONi\ICtt NNE DIALER WRl Wf CONSOCR REOJEST FOR
AOOTTONAL COMPENSATION DUE TOM PRESENCE OF
CO ?i UTUTES AND FABLES THAT ARE NOT SHOWN ON
1 ALL PVC PPE SHALL BE SOR-21. CLASS 200. ALL MXTU IRON
PPE (O) SNAIL BE CLASS 50.
----------------------
u u
Pt- [phone] , F- (910):51_K2e: RO= POMITOPSAI., STA. 2+00 TO STA. 14+85 «pA ra A! ?.. C
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?RLNR N>m C.,*- 28401 PHASE Y SR 1712 SHELLEY R0, Ab ''•1°
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WATER AND SEWER D151
AEHSPIS ?'.indm
J T1}CT ELIZABETH DR. STA
2+00 10
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DIRECTIONAL DRILL
- NO IMPACTS
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6' OFF r
EDP (MIN.) SILT FENCE AS REOIARED
FOR DIRECTIONAL DRILL
. \ OPERATION
/ r
r
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UN 1,027 SQ. FT.
/ 6' GATE VALVE
WETLAND IMPACT
w-A
6
35 LF PERENNIAL
------- -----
--- `\ \ STREAM IMPACT
Kw`°`..us C PVC SOR-21 WATER LIN `.\ \
Jv
6'a ' UJ TEE
t' TE VALVE
EXISTING UNDERGROUND t' PLUG
UTILITIES. SEE NOTES I AND 2
(!) 45' uJ BENDS
\ `. ,6,• _ .vim INSTALL 20 Li. 6' D.I.
\ \`? ?/ 3 CLASS 50 PIPE 0' OFF
ENO OF EXISTING 16' CUP.
SEE CROSSING DETAIL
\ A' SHEET 01.
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CROSSING BY OPEN CUT \ \.\
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CHECK DAM (TYP \ \ C-)
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TAKEN FRpI INFORMATION MADE?AYAR,ABLE FROM THE YARIWSV
UTILITY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL
EXISTING UNDERGROUND UTILITIES AND CABLES. THE CONTRACTOR
IS ADNSED THAT ADDITIONAL UNDERGROUND UTILITIES AND
CABLES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS.
PLEASE BE ADNSEO THAT THE UNDERGROUND UTILITIES AND
CABLES COULD CONFLICT WITH THE WATER MAIN CONSTRUCTION
AS SHOWN. THE OWNER WILL WORK WITH THE CONTRACTOR TO
REALIGN THE WATER MAINS AND APPURTENANCES TO UINIMIZE
CONFLICTS. THE OWNER WILL NOT CONSIDER REOUEST FOR
ADDITIONAL COMPENSATION WE TO THE PRESENCE OF
COENFUCRPLANSNG UTILITIES AND CABLES THAT ARE NOT SHOWN ON
iF1.
I ALL PVC PIPE SHALL BE SDR-21, CLASS 200. ALL DUCTILE IRON
PIPE (DI) SHALL BE CLASS 50.

0
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MX
707 SQ. /
FT. LINEAR ,
WETLAND
IMPACT
p
6'.4' MJ TEE CROSSING BY A / - a
yL OPEN WT !' CATS VALVE V - - - -- \ ??
1J1 C1 6' OFF 1 6'.6' MJ TEE 6/ '.!' MJ TEE
,tTr E? (MU{) (2) 6' t5' 1 J 6'./' MJ LEE FUZE HYDRANT ASSEMBLY ' /' GALE VALVE
MJ BENDS / ! GATE VALVE 6' GATF/ VALVE ' 4' Uj PLUG
• .tz t' MJ PLUG EXISTING UNDERGROUND UTILITIES.
ZZNN _ 3 - ary SEE NOTES I AND 2. ht??- Dom- -? `` .\ \\ O
EXISTING FIBER OPTIC CABLE
- - SEE NOTES I AND 2
(2) 6. 45- - / DRY BORE AND JACK JS LF n
mi BENDS 6' D1. CLASS 50 PIPE
4- 45*
6? PVC SDR-21 WATER NE MJ BEND
SF tiV??
tiFFrq ?P
Cg9x0o 4' PVC SDR-21 WATER LINE
e\ v
(v? 50' 0 50' 100'
SCALE: 1'-50' (Hwiz.)
AAI A4 (APPROXIMATE)
oArE Is u 0.SCALE
46 05-
`, NFKIM&CREED PENDER COUNTY 6" PVC WATER LINE „?5 .?,
DAAMI lW HOMZWfµ: ?,?
243 North Front SUeeL PHASE V SRt 536 ATKINSON LOOP RD. DC90K0 AM9 ''?
.-.. _. ... ._-...- .-...?.. ... MC.fb A.8 ttRMAi:
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WETLAND IMPACT , (2) 45' W BENDS SHfEr Is+Op
53
= y% 18 LF PERENNIAL
II STREAM IMPACT
o I ? r P1C 9CR-21 waTa1
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WETLAND IMPACT `
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a• 2YC 9Cf1.2I wATER
' CROSSING BY OPEN CUT N
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I
MATCHLINE STA.2+00
SEE SHEET C107
L(AICHLINE STA.2+00
SEE SHEET C107
N?
(t) 45' YJ 9CHOS. IYP
C Z
SCALE: 1"=120' (Horiz.)
(APPROXIMATE)

u
? wc: n u a SCALE
vNFM&CREED PENDER COUNTY 6" PVC WATER LINE
o.,. HM N(1WZUTAI'
245 N-M r,W,T PHASE V CEDAR AVE. / MYRTLE CT. •+ ''•'"
?H(9. NdM 8
PIq.W [phone] 104Tate . Fac (ql0)2-,T-e2e2 ROCKY PC)WITOPSAI EDAR AVE. STA. 16+50 TO STA. 48+0 «? ?~
AWOA Hoc A.e w
AEI WATER AND SEWER DtSMT MYRTLE CT. STA. 1+00 TO STA, 2+25
rcNVas mB,?NB.t?W TT,K? ...
STA. 2+25
2' PERMANENT BLOW OFF ASSEMBLY
o°
1. CONTRACTOR TO MCRPT SIZE. OCPM, MATERIAL ANO LOCATION
FOR ALL U dDCRCROI.W UNITIES WbCR TOM START a
-{WSTRUCT404
LM_AMDERQTQINO UTUTIES IOICATLD ON M MANS HAVE BEEN
TAKEN FROM WPORYATIOH MAX AVAILABLE FROM M IF*OUS
UTUtt OwIERS THIS KORYAl1ON IS NOT NCLU3w ALL
EVS1NC IMAOC7RCR. ITIL11 AAU CABLES M CO, TRACTOR
K ADNSID THAT AOO1gNIL UiOFRPR0UH0 MTlEj TIE S
CABLES MAY EAST W404 ARE NOT SF*w1 ON THE M
PLEASE BE ADNSD MAT M UMCPCPOUNO UTILITIES CAGES LOUD CONFLICT WTM M ?AIER YAM CONS To 014
AS SNO"L M OWNER "LL WOK TIM M CONTRA[ TO
REALIGN M WATER MAINS AND APPL RTENANQS TO MMAIZE
CONFUCTS M OWNER WILL NOT CON90CR PEOUEST E
ADOHIONAL COWPEHUTTa DUE ro M PRESENCE OF.
K U1[1TIE5 ANp CABLES MAT ARE NOT ON
THE PLAN,
5 ALL PVC PPE SHALL BE S7R-21, CLASS 200. ALL DX IRON
PPE (O) SHALL BE CLASS 5O
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1+p0
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ETLAND IMPACT
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2. THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEI
TAKEN FROM INFORMATION MADE AVAILABLE FROM THE VARIOUS
UTILITY OWNERS THIS INFORMATION IS NOT INCLUSIVE OF ALL
EXISTING UNDERGROUND UTILITIES AND CABLES THE CONTRACTOI
IS ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES AN
CABLES MAY EMST MTICH ARE NOT SHOWN ON TI1E PLANSD.
PLEASE BE ADVISED THAT THE UNDERGROUND UTILITIES AND
CABLES COULD CONFLICT WITH THE WATER MAIN CONSTRUCTION
AS SHOWN. THE OWNER WILL WORT( WITH THE CONTRACTOR TO
REAL" THE WATER MAINS AND APPURTENANCES TO MINIMIZE
CONFLICTS. THE OWNER WILL NOT CONSIDER REQUEST FOR
ADDITIONAL COMPENSATION DUE TO THE PRESENCE OF
CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON
THE PLANS.
3. ALL PVC PIPE SHALL BE SOR-21, CLASS 200. ALL DUCTILE IRON
PIPE (01) SHALL BE CLASS 50.

120' 0 120' 240'
SCALE: 1'•120' (Hori=.)
(APPROXIMATE)
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71o c°: Figure 1- USGS '
Project Topsail/Holly Ridge Quad Soil & Environmental Consultants, PA
tdyc. TP 11010 Raven Ridge Rd.- Raleigh, NC 27614 t
Scale: N Pander County Water Line- [phone] - [phone] Location: 034° 25'23.4" N 077° 35'01.5" W
1":4000' Phase V
Pend Cou NC Web Page: www.SandEC.com t t
Date: er nty,
03.15-05
Copyright (C)1997, Maptech, Inc.
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iiiaw3: Figure 2- Pender County
Migr.: Project

R1?gr.:
TP
Soil Survey - Sheet 14
7 ' b Soil & Environmental Consultants, PA t
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Scale: Pender County Mater Line - 11010 Raven Ridge Rd.- Raleigh, NC 27614

1":1320 Phase V [phone] - [phone]

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Environmental Consultants, PA
Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
Division of Water Quality
Express Review Permitting Unit
Attn: Cyndi Karoly
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604
Division of Water Quality
Wilmington Regional Office
Attn: Noelle Lutheran
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Reply to the Division of Water Quality's May 26, 2005 request for additional
information U ? ? mow ? D
Pender County Water Line - Phase V
Pender County, North Carolina AU G 1 0 2005
Dear Ms. Karoly and Ms. Lutheran:
DENR - WATER QUALITY
VOLAIMS AND STOMMATER BRANCH
This letter is in response to your letter dated May 26, 2005 (copy attached), which
requested additional information for the proposed Phase V Pender County Water Line. A
copy of the requested changes are attached to each of you.
Additional Information
1., Please provide a jurisdictional determination signed by the US Army Corps of
Engineers.
Ms. Lillette Granade of the USACE has verified our delineation for the proposed
alignment. A 404 permit and Jurisdictional Determination was issued and is
attached for your files.
2. Please provide a typical cross-section detail of the water line for the purpose of
demonstrating that anti-seep collars will not be necessary.
According to WQC #3374, anti-seep collars will not be required if wetland
crossings are directionally drilled or open cut and less than 150 feet. Areas at
impacts 8, 9, 10, 25, 27, 28, 34, 36, 50, 51, 54, and 58 will exceed 150 feet of
open cut and thus will require anti-seep collars (see attached impact maps).
3. Please provide a master plan sheet. On the USGS Quad map and the Soil Survey,
water lines along Country Club Drive are not shown; however, on the plan detail
Charlotte Office:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]
Greensboro Office:
3817-E Ilawndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]
August 8, 2005
S&EC Project # 7128.W2
DWQ No. 0505560
DS 0560
sheets, particularly sheet C51 where potential impacts to 10241inear feet of
stream channel are proposed, you arc showing the water line along Country Club
Drive. Please clarify.
The stream in question is a modified channel which runs parallel to Country Club
Drive. The USGS and soil survey maps have been updated for your use. A
master plan sheet is also attached.
4. Please also provide a detail sheet showing the area where the water line must run
parallel to the stream. Crossing details are referenced in the site plans provided
but I do not have these sheets. If the water line can be installed without actually
disturbing the stream bank or streambed, mitigation may not be required, but if
direct impacts to the stream in this area cannot be avoided, mitigation will be
required. Please explain why the impacts cannot be avoided including alternate
locations.
This stream is a modified channel that has been diverted and straightened to run
parallel to the road. Lillette Granade of the USACE has made a determination on
this channel and will be contacting you concerning this matter. The stream will
most likely not be impacted in this area, but we used caution and assumed the
worst case scenario. Once again, this channel has been altered and diverted in the
past.
Please call if you have any questions or require further explanation.
Sincerely,

Aaron Cooper
Attachments: 1) DWQ letter dated May 26, 2005
2) Impact Map Locations for Anti-seep Collars
3) USGS Vicinity Map
4) Soil Survey Vicinity Map
5) Overall Site Plan
2
AUG. 5.2005 3:09PN
wAxF
> r
? -C
NCDENR WIRO NO.935 P.2
Michael F. Easley, Governor
William G. Ross Jr., Secrctnry
North Carolina Department of Environment and Natural Rcsourcee
Alan W. Klimek, P.E. Director
Division of Water Quality
May 26, 2005
DWQ Project # 050560
Pender County
CERTIFIED MAIL: 7004 2510 0001 8279 5030
RETURN RECEIPT REQUESTED
Mr. Martin Beach, County Manager
Pender County
805 South Walker Street
PO Box 5
Burgaw, NC 28425
Subject Property: Pender County Water Line -- Phaso'V
REQUEST FOR MORE INFORMATION
Dear Mr. Beach:
On April 1, 2005, the Division of Water Quality (DWQ) received your application dated March 31, 2005,
to temporarily impact 0.44 acres of wetlands, 0.05 acres of open water, and 3565 linear feet of streams to
construct the proposed Pender County Water Line - Phase V. The DWQ has determined that your
application was incomplete and/or provided inaccurate information as discussed below. The DWQ will
require additional information in order to process your application to impact protected wetlands and/or
streams on the subject property. Therefore, unless we receive the additional information requested below,
we will have to move toward denial of your application as required by 15A NCAC 2H,0506 and will
place this project on hold as incomplete until we receive this additional information. Please provide the
following information so that we may continue to review your project.
Additional Information Requested:
1. Please provide a copy of the jurisdictional determination signed by the US Army Corps of
Engineers.
2. Please provide a typical cross-section detail of the water line for the purpose of demonstrating that
anti-seep collars will not be necessary,
3. Please provide a master plan sheet, On the USGrS Quad map and the Soil Survey, water lines along
Country Club Drive are not shown; however, on the plan detail sheets, particularly sheet C51 where
potential impacts to 1024 linear feet of stream channel are proposed, you are showing the water line
along Country Club Drive. Please clarify.
4. Please also provide a detail sheet showing the area where the water line must run parallel to the
stream. Crossing details are referenced in the site plans provided but I do not have these sheets. If
the water line can be installed without actually disturbing the stream bank or streambed, mitigation
may not be required, but if direct impacts to the stream in this area cannot be avoided, mitigation
will be required. Please explain why the impacts cannot be avoided including alternate locations.
N,opO?ZhCaro), is
North Carollna Dlvislon of Water Quality 127 Cardinal Drive Exlenslon Phone [phone] Customer sstvlcal•M-623-67, ,/Vll!`ll1Y!!?/
Wila0glon Req,onal Office Wilmington, NCM405-3645 FAX [phone] IntOrmeL• h20.0nr.el3te,n0.u3
An Equal Cppol unllylAftatlve Action Employer- 50% Recyclodl1046 Post Consumer Paper
AUG. 5.2005 3:09PN NCDENR WIRO NO.935 P.3
Pender County
Page 2 of 2
May 26, 2005
Please respond within three weeks of the date of this letter by sending this information to me in writing
and Cyndi Karoly, 401 Oversight/Fxpress Review Permitting Unit, 2321 Crabtree Blvd., Raleigh, NC
27604-226, her phone number is [phone], If we do not hear from you within three weeks, we will
assume that you no longer want to pursue this project and we will consider the project as withdrawn.
This letter only addresses the application review and does not authorize any irnpacts to wetlands, waters
or protected buffers, Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call me at (910) 796 -7405 if you have any questions
regarding or would like to set up a meeting to discuss this matter,
Sincerely,
Gt- 1 z eav--
Noelle Lutheran
Environmental Specialist III
cc, Cyndi Karoly, 401 Oversight Unit
Noelle Lutheran, DWQ Wilmington Regional Office
Lillette Granade, USACE Wilmington Regulatory Field Office
File Copy
Central Files
Filename: 050560.may
U.S. ARMY CORPS OF ENGINEERS l _ .
WILMINGTON DISTRICT
MAY 1 8 2005
Action Id. 200500619 County: Pender U.S.G.S. Quad: Holly Ridei i it
I
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICti'PION.--._._- _-_.__.
Applicant: Pender County Agent: Todd Preunineer
Attn: Martin Beach Soil and Environmental Consultants, PA
Address: 805 South Walker Street 11010 Raven Ridee Road
Bureaw, NC 28425 Raleigh, NC 27614
Telephone No.:[phone] [phone]
Size and location of property (water body, road name/number, town, etc.): The project area is located within the road
right-of-wav alone 60 miles of primary and secondary roads in the Hampstead area of Pender County, North
Carolina. The project crosses multiple jurisdictional wetland and stream areas including unnamed tributaries of
the Intracoastal Waterway, unnamed tributaries of Mullet Run, unnamed tributaries of Virginia Creek unnamed
tributaries of County Line Branch, and unnamed tributaries of Becky's Creek (See attached map for the project
layout.)
Description of projects area and activity: Temporary impacts to 3565 linear feet of stream 0.44 acres of wetlands
and 0.05 acres of open water for the construction of 60 miles of 211- 12" PVC water line for Phase V of the Pender
County Water Line project. The water line will be installed in the road right-of way, approximately 5 feet from the
edge of pavement. The construction corridor will not exceed 15 feet from edge of pavement for the instillation of
the 12" main line, and will be between 5-8 feet for the instillation of the 411- 6" lines To minimize impacts to
wetlands and Waters, spoil will be placed in the road until the water line is installed wherever possible and
directional drilling will be used to install the water line under Becky's Creek
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
® Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number:
Nationwide Permit Number: 12
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted plans. Any violation of the attached conditions or deviation from your submitted plans may subject the
permittee to a stop work order, a restoration order and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to deternune Section 401 requirements.
For activities occurring within the hventy coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management in Wilmington, NC, at [phone].
This Department of the Army verification does not relieve the per7trittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Lillette Granade at [phone].
Corps Regulatory Official Yr-?Jft 4llr? Date: May 13, 2005
Expiration Date of Verification: March 18, 2007
Page 1 of 2
Determination of Jurisdiction:
? Based on preliminary information, there appear to be waters of the US including wetlands within the above described project area.
This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
(Reference 33 CFR Part 331).
® There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
® There are waters of the US and/or wetlands within the above described project area subject to the permit requirements of Section
404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
? The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued . Action ID
Basis of Jurisdictional Determination: This site exhibits wetland criteria ns described in the 1987 Corns Wetland Delineation is
adjacent to many tributaries of the Intracoastal Waterway including unnamed tributaries of Mullet Run unnamed
tributaries of Virginia Creek, unnamed tributaries of County Line Branch and imnamed tributaries of Becky's Creek
Determination is based on information Provided by Todd Preunineer of Soil and Environmental Consultants PA
Corps Regulatory Official:
Date Alay 13, 2005
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORMS, PROJECT PLANS, ETC., MUST BE
ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
Page 2 of 2
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FOR ALL ENDERCRDUNO UTUT[S PRIOR TO THE START OF IMPACT

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SCALE: 1"=120' (Horiz.)
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Pt- (n. N(rIN 48 . 28101
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4 ADNSEO THAT ADDITIONAL UNDERGROUND UTILITIES AND
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AS SHOWN. THE OWNER WILL WORK WITH THE CONTRACTOR TO
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CONFLICTS THE OWNER WILL NOT CONSIDER REQUEST FOR
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THE PLANS,
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SEE NOTES I AND 2. CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON
INSTALL 20 LF. 6' 0.1.-? 293 LF PERENNIAL RAND o
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633 S0. FT
WETLAND
IMPACT
MATCHLINE STA. 28+00
SEE SHEET C66
I SR 1578 L*OFrzS L &#4DM RD
I I I
I I
DIY BORE AND JAOL 20 V
)I 6- OE CLASS 50
(I) 1' 15' Y1 BEND
?C M SDR,21 WATER LK
6 OTT
i COP (UN)
C
E Z MAT(
XTSTNG UNDERGROUND UTILITIES _
SEE NOTES I ASO 2 - \
6' Z2.5' NJ BCPO
(2) 6' 15• HJ IN
I
N
I
16 rn MR-21 WATER LNE
T£p6 m MR-21 WATER _ 6' . A' YJ REDUCER
STA. 7100
2' TEMPORARY BLOW W AS BLT 6' . 2' TAPPING SAOOE
i OTT 2- CATE VAST(
EOP (YW.) t
V RC 9OR-21 WATER t!E
moonc-s
(2) 2' 15' Yl SENUS
M?t4+A
V
LL
E STA. 26+00
HEET C65
CRMSNG By OPEN CUT
I 6' . 6' YJ TEE
1
?6' CATE VAL(
t
i 15' W BEND
IA I i' I2.5' UG BCNO
i' YJ PLUG
\ f
NOTE
I. CONTRACTOR TO VERIFY SIZE, OErM, MATERIAL AND LOCATION
FOR ALL IMOERCROUIO UTIUTIES INRDI TO THE START OF
CONSTRUCTIDL
2. TINE UNOERCROUNO UTILITIES NOCA1Ep fK PLANS HAW BEEN
TIU,
TANEN (ROY KDIYA HADE AVNLAON TE /ROY THE VAPIDIS
"ITT ONNERS, TIK KOPUATNJN IS NOT *KLUSSE Of' ALL
EAISnN LJNpERGRULRNp UTIUTTES Me CABLES. TK CON
IS Aox%CO MAT WpTIONAI U OERGROINq UMJTCS TRACTOR
AND
CABLES MAY E7RST OF" ARE NOT SNO,N ON THE PLANS.
PLEASE BE ADYSEO THAT M UOEROIQAD UTIUtIES AND
CABLES COULD CWUCT wM TILE WATER YAM CONS TRUCTION
AS SNOwI. THE Ow4R Wl1 WORt( MM THE CONTRACTOR TO
REAL" THE WATER IIARNS AND APPURTENANCES TO YNM2E
OWTJCTS. THE o%w" WALL NOT CONSOER PEOUEST POR
ADOIIDNAL COM"ENSAIICN DUE TO THE PRESENCE OF
CWUCTNO UTILITES NO CABLES THAT ARE NOT SIONN ON
TK PLAH&
1 ALL PSC PPE SHALE BE SJR-21, CLASS 200. ALL DKTRE IRON
PPE (O) SNAIL BE CLASS 50.
120' 0 120' 240'
SCALE: 1 "=120'(Horiz.)
(APPROXIMATE)
41 neccx?
o,T ,.,??w ,???

v???? FENDER COUNTY SCALE
4" PVC WATER LINE wr "°-' °"2=°°'2
215 Tbih F,-% SR«I PHASE Y SR 1578 MOORES LANDING RD. & MAW "' «amlw ??
W?:.gton, Nalh cR.d:w Ie101
xso.R .e t'•I>°'
Phen,; (910)512_10a, Ppq (ylo)nT_ele: ROCKYF'ONTITOPSAt. MOORES LANDING R0. EXT.
WATER AND SEWER DG-TRICT STA. 1+00 TO STA. X+00
I
N
O
f. o E)CISTINC
S
NOTES I AN tp,NO u>tUTEs
rb$j +O Ci xOrts TAO I
C', N
U I (I) I'JS'YJ fKNO
Ob viw ------------- '? --
ZVI
- n_
UN w -- •n -- - -- -- -- I -- --- rrc.GT--- --f----??\ ?\
K.o°.RU ?I two fro (YIN.) TAPPING SAME f ?
i i i l' CATE VALK EDP (MN )
NSTALL 20 v. - 01. -ASS f z PLC son-r N'AIEfl LlE
50 PPE CENTERED VDER (I) Y JS' no RC aon-r w?TEn l!E
EASRNG DRY BO°C AND JACK j, STA. IN65
CROSSINGTS' OuP. SEE
DETAIL'C'. SHUT DI. OO V Y PVC SDR-II ' 97 YJ B[PD JIJJ Y P[RYUU?r SLOW OFT AsSEYBIr \
G' DIT 781 SQ. FT.
EOP (mm,)-
WETLAND
IMPACT
35 rncaon-rwAtaTtre
254 SO. FT. I I
WETLAND IMPACT I I
27 LF PERENNIAL °`CA ow ("P)
STREAM IMPACT
"It
IN
Zf
a
co
0
r
I I ? I
JI ?_ s l
INSTALL 20 v. f' DL CLASS SO PPE
5 Orr OD OF FASTING IS' CP.
SCE CRO$$RHG DETAA'B', SHEET DI.
I ?
HwaA I . 1
m
K'0 ? h
I t
I I
w?a r f
MG LNOCROMIND UTILITIES
NOTES T ATD I
L (? 1
120' 0 120' 240'
SCALE: 1"=120' (Horiz.)
(APPROXIMATE)

Ph-- (910)343-104a , F- (ylOJI3T-Blel ROCKY PONTJTOPSAL STA. 2+00 TO STA. 14+85 ^? ? ., ..

N33S
,. CMIRACTCt TO \CRry SM DEPTIL MATERIAL AND LOCATION
EON ALL
UAIOEPUtOUNO uR1TES PRIOR TO THE START Of
CORSTRUOTIOHL
:. T E uNOCROw Aa un,rcs NDI CATm M RE PUNS WAK WEN
TAREN RROM &.To TIM MADE AYNLAME (ROLL THE VARIOUS
UTILITY OWNERS. THIS RfORYATION IS NOT NCLUSIK a ALL
EASTAK UgLRMOUrD UTILITIES AND CAftLS. THE CONTRACTOR
IS ADWSED THAT ADDITIONAL UNOERCROUNo uTUTI(S AND
CADUS MAT EAST 1A404 ARE NOT 9DrN ON THE PLANS,
PLEASE K ADMSCD THAT THE NDERCROUNO UTILITIES No
CABLES COLD CONFLICT MTH THE WATER MAN GMSTRUCTgN
AS SHOMI DIE O+NEI! TILL WORK WITH THE CONTRACTOR TO
REAAIM THE WATER MANS AND APPURTCNANCES TO MINIMIZE
CONruc S TH( 0." RTES NOT C04SDER REOCEST roR
ALTCTDNAL CCROISA.M1" DUE TO THE PRESENCE a
CafLCTNG UTUrcS AND CABUS THAT ARE HOT S HO%" ON
THE PLANS
D. ALL PVC PPE SHALL BE SDR-21. CLASS 2W ALL OUCTRf RM
PIPE (DI) SHALL BC CLASS SD
u
?
V?Ri 1V111V t.A(,A'LJ FENDER COUNTY wR: H+ia WALE
4" PVC WATER
a., ,W N?raT»:
2U ""'" rRR„L sM.RE PHASE V SR 1712 SHELLEY RD. ?? •• ''•"°'
Dylan, NvM C--w. 2eteT MOR9 Aq NRM/l
REwSbHS '?" ?"' WATER AND SEWER DI5iF1lCT ELIZABETH DR. STA. 2+00 TO
SEE PµGF
6' CATS VALVE 1,027 SQ. FT.
/
DIRECTIONAL DRILL WETLAND IMPACT
- NO IMPACTS 35 LF PERENNIAL
Ito ` STREAM IMPACT
6 CATE VALVE / / ' •?e. \
K.wu 6' PVC SDR-21 WATER LINE \
6' OFF
EDP (WIN
.) / r rr , SILT FENCE AS REWIRED \ \ \ °?
r FOR DIRECTIONAL DRILL
r OPERATION
/ r \
6'x ' NJ TEE
4' lE VALVE
r r EXISTING UNDERGROUND 4• PLUG
UTILITIES. SEE NOTES 1 AND 2. 4y /
(I) 45' MJ BENDS
y rr 4?.p? INSTALL 20 LT. 6' D.I.
-4 , / \ F CLASS 50 PIPE 3' OFF
/ r ENO OF EXISTING 36' CUP.
LAO nT- i,rr/ \\- SEE CROSSING DETAIL
rnj?
Z A' SHEET DI.
Ln -k
D . `
?• CROSSING Or OPEN ar
CA
+ ?\ 0
x0
o r
CHECK DAL! (rW)
u '
O U
} O U
N } O
TAKEN FROLI INFORIAATIOH MADE AYAtLABLE'FROM THE VARIWSV
UTILITY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF A10
EXISTING UNDERGROUND UTILITIES AND CABLES. THE CONTRACTOR
IS ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES AND
CABLES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS.
PLEASE BE ADVISED THAT THE UNDERGROUND UTILITIES AND
CABLES COULD CONFLICT WITH THE WATER MAIN CONSTRUCTION
AS SHOWN. THE OWNER WILL WORK WITH THE CONTRACTOR TO
REALIGN THE WATER MAINS AND APPURTENANCES TO MINIMIZE
CONFLICTS. THE OWNER WILL NOT CONSIDER REQUEST FOR
ADDITIONAL COMPENSATION DUE TO THE PRESENCE OF
CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON
THE PLANS.
3. ALL PVC PIPE SHALL 13E SOR-21. CLASS 200. ALL DUCTILE NOt4
PIPE (01) SHALL BE CLASS 50.
N
U
O
+
O
r7
707 SQ. /
FT. LINEAR '
WETLAND
IMPACT
6'x4' MJ TEE
CROSSING BY 4' CATE VALVE
y4 OPEN CUT 4rcp P
OFF
TNII EDP f 6'x6' YJ LEE / 6'x4' MJ TEE - ' (4rp)
?r (UN.) (2) 6' 45' T f 6'x4' MJ TEE FIRE HYDRANT ASSEMBLY / {' LATE VALVE
UJ BENDS 6' CA1F/ YILVE 4.
Z _ f 4' LATE VALVE MJ PIVC
• ?? .J 2: ?:::?` _ - 1xh » 4' MJ PLUG EXISTING UNDERGROUND UTILITIES. r-,- -------- =\ ` ?+y
' NN ; a ry SEE NOTES 1 AND 2.
171
_ - - - - - - - - EXISTING FIBER OPTIC CABLE SEE
(2) 6' 457 ' DRY BORE AND JACK 35 LF NOTES 1 AND 2 \ \\ti \ (??tv
MJ BEDS 6' D.I. CLASS 50 PIPE
SFy?/ ' 4' 45•
6' PVC SDR-21 WATER NE FSF wDENO
yFFI q ?e
Cgoy"xOC 4- PVC SDR-21 WATER LINE
Q\ v
(u0 50' 0 50' 100'
?4"
SCALE: 1'.50' (Horn.)
xr xt (APPROXIMATE)
DATE 19 u 04 SLUE c..,
vI1/I?CREED PENDER COUNTY 6" PVC WATER LINE
243 North Front Street ?,_ PHASE V SR1536 ATKINSON LOOP RD. M? :.0`
0
CL
CL
v
Y
I R
' 787 SQ. FT
I e 2'""'M
& 2 2+25 P25
S7 WETLAND IMPACT
2' PERYANCNT BLOW OFF ASSEMBLY
I x_e`
53
18 LF PERENNIAL
STREAM IMPACT-------,
0 1 2' PWC 8C{i-21 YlAi01
4
+O (2) 2' A$• YJ BENDS ' Z
,D0
) F[ R4 w
6. Orr
(w"J
<V Ca' MN
IVY I.-
- - -
W MJO - p
ww
=I,
w --_____
F ___ __ ____________ \
2' 7 YJ BOND
6'. 1'YJ ttt
`?\
?
IS' CORM PLASM Z 1
. ?I 1
1
? ! 1!r
9
SF?`y A
F (iti 1
Sy F 1
FFj519
c
S J
.JAL
16 LF PERENNIAL
STREAM IMPACT
r-- V

W-ITES
1. CONTRACTOR TO 1CWT 92E, DORM uAtE6N, AND LOCATION
Alt UTACRCROUq TIES PRNOR t0 THE STMT CE
r011 STAKnbk
. THE tNOtTdaIRA U_1Urcs KKAIED ON THE PLANS YAMS BEEN
TAKEN FROM WFORYAIp1 MADE AYJ{IbL{ FROM T E-_y(AMOUS
UTILITY ONNCRS MS INFORMATION IS NOr NQVSnE F
EASING UAERCROLNp YTUTIES AND CABLES. ME TRACTOR
rs ADM$rD THAT AOO TONAL UNO(R J pPq U UMS
CABLES MAY EMST NqJ ARE NOT S40WN ON " PIL
CABLES BE ADWSEO THAT ME III A UTILITIES NA
CABLES COULD LD CONFLICT tUCT NM THE WATER Y1111 ttWS TON
AS SHOW YNE OWNER WALL RO6( NM THE CONTRACTCIR TO
RENIa THE HATER YAWS NA APPURTENANCES TO utNA2E
CONRICIS THE ONArt WILL NOT CON90ER REQUEST f
ADDITIONAL COMPENSATION DUE TO THE
P,6:SEFCE CF
COnXTNC UTILITIES AM CABLES TuT ARE NAT ON
THE PLANS
5. ALL PVC PPE SNARL BE SDR-21. CUSS 200. ALL OJC PON
PPE (D) SNAU BE CUSS 50. 6' A 6' YJ TEE (1) 45' W DEWS. tYP
6' . 6' W 1Q

G* Orr
w
w E E E E E E e E ;
t
(4 u W eEAZ nP
. W cGP (lNt)
,

1N
- -
- - _
-
_
- -
-
w
- -
-
_
_
-
-
_
_
- 6
Orr
6h_ COP (MN.) C
-
i
H _ p t
---
-- - - ------ ------ ---
W
- ------- -- --- ----
-?
- -
;V) - - tent f r CROSSNG BY OPEN aI I (2) a' 15• YJ BEDS •>.? _ _ -_
_ B?Y.-
-
? .?

a NK CR
OSSING BY OPEN ar 1
(2) 6' /s' YJ BENDS
1 I
I
__ _, ,
_
•
d[Y `
te.a.•??p,Kti
' ¢ cR..r_?wu[ Ir M ODFF21 WAT01
_ ?
? e• nc sa1-a WATE31 - -
1

AI
T I 6 OFF r
`° TUN)
120' 0 120' - -
240'
MATCHUNE STA.2+00 A
CHUNE STA.200
SEE SHEET C107 SEE SHEET C107
e
SCALE: 1"=120' (Horiz.) ?
(APPROXIMATE)
0o
A
h?0
^e G

? we ,W u W SERE "A
vNF t?11Y1 ? PENS COUNTY 6" PVC WATER LINE
qJ
:u Nwp rra l sN«2 _ PHASE V CEDAR AVE. / MYRTLE CT.
PNU.c (91 (9,D)515-104,O.e 2a [phone]
WAM: Npp 8. mat ROCKY POM/TCPSAL EDAR AVE. STA. 16+50 TO STA. 48+0 ~
WATER AND SEWERDISTFIICT MYRTLE CT. STA. 1+00 TO STA, 2+25 ,,,?
??s Ta:?«a,aw •_
M A[x1W
NP+w.aA.n
!
1 J, 1
/ ?, a PYC =I-21 WATER
CROSSINC BY OPEN CUT
`C IS• YJ SEND
' \\\\\EXISTNC CANE YALME
I
C PVC 9Cf1-21 WATER
DoE RDCE Fn 14.4 rCH(r
?e ?e srq
aN, (2) 45• YJ BETAS EEr C)o6{oO
5 a PYCWW21WAT0tENE
6- 90- Mi SCNO
i??• ,??/' 6' Orr
top (w)
z -535
397 SQ. FT. o
/ ° '"C BY OPEN
/ WETLAND IMPACT ar
;
•Yi7 ; J ` ` \`?`` 41 y
c- rip yt
! ` v
? AG44/
/
/
/
/
/
/
/
/
/
/
/
EnS-C M Haw U<?
Eosn¢ ua va,E
_ ____
Lplpurnl
DEER RN RD.
SS ?
Ma
S / 6' OFF A
EDP (MIN.)
58 ? pn x-21 WA1611.m ,
\
6 * OFF 962 SQ. FT.
\`M (MIN.)
J {, 01
? ETLAND IMPACT {
14 LF PERENNIAL
? ? \ Kam, I s+ao
/ STREAM IMPACT /
T?1 w w
J r, a,
k
?,A 2. THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEI
TAKEN FROM INFORMATION MADE AVAILABLE FROM THE VARIOUS
UTILITY OWN
R

[n ( E
S. THIS INFORMATION IS NOT INCLUSIVE OF ALL
EXISTING UNDER
R
? G
OUND UTILITIES AND CABLES THE CONTRACT04
IS ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES AND
CABLES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS.
J1 PLEASE BE ADVISED THAT THE UNDERGROUND UTILITIES AND

7 CABLES COULD CONFLICT WITH THE WATER MAIN CONSTRUCTION

Qj AS SHOWN. THE OWNER WILL WORK WITH THE CONTRACTOR TO
RMI N THE WATER MAIN
A
J S
ND APPURTENANCES TO MINIMIZE
O k
LT 0 CONFLICTS. THE OWNER WILL NOT CONSIDER REQUEST FOR
ADDITIONAL COMPENSATION DUE TO THE PRESENCE OF
O CONFLICTNC UTILITIES AND CABLES THAT ARE NOT SHOWN ON
THE PLANS.
]. ALL PVC PIPE SHALL BE SBR-21• CLASS 200. ALL DUCTILE IRON
PIPE (DI) SHALL BE CLASS 50.
0
?k

?G ?T9
Ilk 0s x00
\
~ /
6' OFF
\ \ ?Q?I+a .E,owis EDP (MIN.) /
c%f N \
/
o ht,
rXI'i, \ \
OPEN C , rr
OSSING DY
OPEN CUT R 6' OFF
h
0
0
N
c%1
3
v
0
U
m
v
N
c
0
a
3
m
v
L
C
Q
m
m
0
VI
N
L
a
N
fA
C
O
M
3
m
N
n
Y
N
0
O
N
EDP (MIN.)
6' PVC SCA-21 WATHi LfE \ \ Qo / ?. ,
\ 6' 16' MJ TEE /
(2) 6' 45• uJ BENOS \ (2) 6' 45• ?J earos
e /
\ o
n
120' 0 120' 240'
SCALE: 1.120' (Hail,)
(APPROXIMATE)
N
F AK ;y
d ,a7 19 An a Sv?h1 K M&CREED FENDER COUNTY 6" PVC WATER LINE
o?'T °°"
I" ..
243 Nath Front St,"t PHASE V BUCK DR. / FAWN DR. DE9?I A" Occcro AA9 Cl"
Rg
Ulf,
-mire,
zm
............
lot
gg
AS%
-4 64 ka
o R
71
%.
,peri
Nk
WIMA*
, WP7
-It 5
. IF
0.4
Vt_ V-1
14L- aty
�jy
7W
; -S

oA A1\

Ak '.. -AuB ;
Mu
3s?
o
k
GoA Au
µ
P
/J0
AuB
EM -
'RII
d by the U.S. Department
Service, and cooperating
sd from 1983 aerial photo-
d land division corners. if
ned.
(Joins sheet 18) MCC
N
w
2000 1000 0 5000
Projed#: Fi ure 2 - Pender Count
.5 0 1 2 7128.w3 g y
Scale .1:24000 Project Soil Survey- Sheet 14
Mgr.: TP
PE DER COUNTY, NORTH CAOU A MO. 14 Scale: N Pender County Water Line -
1°:1320 Phase V
Date: Pender County, NC
03.15-05
11M -
2410OW FEET
Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NC 27614
[phone] - [phone]
Web Page: www.SandEC.com
AuB
v
v
v
r
o
AnB
1 ;
W i
Q
ar.

34"22'30"
77°37'30 (Joins inset)

ProjectM Figure 3 - Pender Count
7128.W3
Soil Survey - Sheet 15
Project
Mgr.; 7P
Scale: N Pender County Water Line -
1":1320' Phase V
Date: Pender County, NC
03.15.05

AuB
%Mk
. 1
„!Y
?i
? V

AuB
ern, ,' ..
,.fir'
. Mk
KuB '
r."
'. pk

Mu v

KuB

EaA
Ma

AuB
U

Ca
Ga
r
KC Nsc

NhC
Cd _

tb+'
-- 45
B NhC
444. _ °'
-> NwE
210
Bo ?Ca -,?• ?,.? `? n ,ham`' -x ,. 3-^.
NwE Surf
City
f-BQ;
!hC "NwE r-..,, ,f• '?4 ?N
- - -? ? ?.? ,? ?, P .?-•D t -??- yws? _??'? ? -ate . ..
Project;.
7128.w3 Figure 4- Pender Couriiy
NkE SoilSurvey - Sheet i5
Project Soil & Environmental Consultants, PA
Mgr.: TP
N Pender County Water Line- 11010 Raven Ridge Rd.- Raleigh, NC 27614
Scale: [phone] - [phone]
x`:1320` Phase V
Pender County, NC Web Page: www.SandEC.com
Date:
33.15.05
OF WA
TFROG Michael F. Easley, Governor
William G. Ross Jr., Secretary
co 7 t- North Carolina Department of Environment and Natural Resources
`C Alan W. Klimek, P.E. Director
Division of Water Quality
May 26, 2005
DWQ Project # 050560
Pender County
CERTIFIED MAIL: 7004 2510 0001 8279 5030
RETURN RECEIPT REQUESTED
Mr. Martin Beach, County Manager
Pender County
805 South Walker Street
PO Box 5
Burgaw, NC 28425
Subject Property: Pender County Water Line - Phase V r- ,??"f \\?U
REQUEST FOR MORE INFORMATION MAy 2 '? 2005
Dear Mr. Beach: BEN pSio 01.b
Y?DS
On April 1, 2005, the Division of Water Quality (DWQ) received your application dated March 31, 2005,
to temporarily impact 0.44 acres of wetlands, 0.05 acres of open water, and 3565 linear feet of streams to
construct the proposed Pender County Water Line - Phase V. The DWQ has determined that your
application was incomplete and/or provided inaccurate information as discussed below. The DWQ will
require additional information in order to process your application to impact protected wetlands and/or
streams on the subject property. Therefore, unless we receive the additional information requested below,
we will have to move toward denial of your application as required by 15A NCAC 2H.0506 and will
place this project on hold as incomplete until we receive this additional information. Please provide the
following information so that we may continue to review your project.
Additional Information Requested:
1. Please provide a copy of the jurisdictional determination signed by the US Army Corps of
Engineers.
2. Please provide a typical cross-section detail of the water line for the purpose of demonstrating that
anti-seep collars will not be necessary.
3. Please provide a master plan sheet. On the USGS Quad map and the Soil Survey, water lines along
Country Club Drive are not shown; however, on the plan detail sheets, particularly sheet C51 where
potential impacts to 1024 linear feet of stream channel are proposed, you are showing the water line
along Country Club Drive. Please clarify.
4. Please also provide a detail sheet showing the area where the water line must run parallel to the
stream. Crossing details are referenced in the site plans provided but I do not have these sheets. If
the water line can be installed without actually disturbing the stream bank or streambed, mitigation
may not be required, but if direct impacts to the stream in this area cannot be avoided, mitigation
will be required. Please explain why the impacts cannot be avoided including alternate locations.
Noy` Carolina
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Service l -877-623-67 •?17rll??f
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.enr.state.nc.us
An Equal Opportunity/Affirmative Action Employer-50% Recycled110% Post Consumer Paper
Pender County
Page 2 of 2
May 26, 2005
Please respond within three weeks of the date of this letter by sending this information to me in writing
and Cyndi Karoly, 401 Oversight/Express Review Permitting Unit, 2321 Crabtree Blvd., Raleigh, NC
27604-226, her phone number is [phone]. If we do not hear from you within three weeks, we will
assume that you no longer want to pursue this project and we will consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call me at (910) 796 -7405 if you have any questions
regarding or would like to set up a meeting to discuss this matter.
Sincerely,
Noelle Lutheran
Environmental Specialist III
cc: Cyndi Karoly, 401 Oversight Unit
Noelle Lutheran, DWQ Wilmington Regional Office
Lillette Granade, USACE Wilmington Regulatory Field Office
File Copy
Central Files
Filename: 050560.may
Wetlands Tracking Projects Owner 4tlL'r+t list
Totals (New [ei:,i;rcl Print
Facility Name Pender County Water Line Phase V (x-rcf 02-1658) County Pender
Project Number 05 0560 County2
Inactive I Region Wilmington
Project Type ptny)ose of Watcr line I DCM Office Wilmington
Location Cape Fcar River, IWW, Atlantic Ocean Rocky Pt-Topsail I COE Office Wilmington
401s Recvd Sent to Recvd
Recvd From Date Region Region
r1111, 4/1/2005 4/4/2005
Last Total Total Total Mit Total
Action 401 401 Acres Mit
Date Last Action Acres Feet Feet
52h/2005 Hold J401 ?- I
401
Total for Project:
Inspections/ Violations
Inspection Date Inspector Compliant Letter Type Date Sent Reply Date Current St
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Pender County Water Line Phase V (x-ref'02-1658)
Project Number 05 0560
Recvd From APP
Received Date 4/1/05 Recvd By Region 4/6/2005
Project Type Water line
Regional Contact: Noelle Lutheran
WQ Supervisor: Fdward Beck
Date:
County Pender
County2
Region Wilmington
^__&:r:__a_-
Stream
Class
Acres Feet
Basin Req. Req.
Permit Wetland Wetland Wetland Stream
Type Type Impact Score Index Prim. Supp
NW-1 _2 OTH O Y _0N 18-(87.5) SA HQ?V 30,617. 0.44 F
Stream O T O N ???F-?? 3,565.00
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y Q N Did you request more info? 00 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/Cond 0 Deny
Provided by Region: Latitude (ddmmss) 342523 Longitude (ddmmss) 773501
Comments:
This eject has been placed on hold for additional information on 5/26/05. NML
cc: Regional Office Page Number 1
Central Office
Pender County
Page 2 of 2
May 26, 2005
Please respond within three weeks of the date of this letter by sending this information to me in writing
and Cyndi Karoly, 401 Oversight/Express Review Permitting Unit, 2321 Crabtree Blvd., Raleigh, NC
27604-226, her phone number is [phone]. If we do not hear from you within three weeks, we will
assume that you no longer want to pursue this project and we will consider the project as withdrawn.
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?OF W ATF,gQ Michael F. Easley, Governor
..7? G William G. Ross Jr., Secretary
co North Carolina Department of Environment and Natural Resources
. !,, r
> D
W
_ Alan W. Klimek, P.E. Director
Division of Water Quality
May 26, 2005
CERTIFIED MAIL: 7004 2510 0001 8279 5030
RETURN RECEIPT REQUESTED
Mr. Martin Beach, County Manager
Pender County
805 South Walker Street
PO Box 5
Burgaw, NC 28425
Subject Property: Pender County Water Line - Phase V
REQUEST FOR MORE INFORMATION
Dear Mr. Beach:
DWQ Project # 050560
Pender County
On April 1, 2005, the Division of Water Quality (DWQ) received your application dated March 31, 2005,
to temporarily impact 0.44 acres of wetlands, 0.05 acres of open water, and 3565 linear feet of streams to
construct the proposed Pender County Water Line - Phase V. The DWQ has determined that your
application was incomplete and/or provided inaccurate information as discussed below. The DWQ will
require additional information in order to process your application to impact protected wetlands and/or
streams on the subject property. Therefore, unless we receive the additional information requested below,
we will have to move toward denial of your application as required by 15A NCAC 2H.0506 and will
place this project on hold as incomplete until we receive this additional information. Please provide the
following information so that we may continue to review your project.
Additional Information Requested:
1. Please provide a copy of the jurisdictional determination signed by the US Army Corps of
Engineers.
2. Please provide a typical cross-section detail of the water line for the purpose of demonstrating that
anti-seep collars will not be necessary.
3. Please provide a master plan sheet. On the USGS Quad map and the Soil Survey, water lines along
Country Club Drive are not shown; however, on the plan detail sheets, particularly sheet C51 where
potential impacts to 1024 linear feet of stream channel are proposed, you are showing the water line
along Country Club Drive. Please clarify.
4. Please also provide a detail sheet showing the area where the water line must run parallel to the
stream. Crossing details are referenced in the site plans provided but I do not have these sheets. If
the water line can be installed without actually disturbing the stream bank or streambed, mitigation
may not be required, but if direct impacts to the stream in this area cannot be avoided, mitigation
will be required. Please explain why the impacts cannot be avoided including alternate locations.
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone]
Wilmington Regional Office Wilmington, NC 28405.3845 FAX [phone]
NotehCarolina
Customer Service t-877-623-67• Alntura!!y
Internet: h2o.enr.state.nc.us
An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper
Re: Pender County Waterline Phase V
Subject: Re: Pender County Waterline Phase V
Prom: Noelle Lutheran <[e-mail]>
Date: Thu, 26 May 2005 11:48:43 -0400
To: Ian McMillan <[e-mail]>
Pender County
Page 2 of 2
May 26, 2005
Please respond within three weeks of the date of this letter by sending this information to me in writing
and Cyndi Karoly, 401 Oversight/Express Review Permitting Unit, 2321 Crabtree Blvd., Raleigh, NC
27604-226, her phone number is [phone]. If we do not hear from you within three weeks, we will
assume that you no longer want to pursue this project and we will consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call me at (910) 796 -7405 if you have any questions
regarding or would like to set up a meeting to discuss this matter.
Sincerely,
Noelle Lutheran
Environmental Specialist III
cc: Cyndi Karoly, 401 Oversight Unit
Noelle Lutheran, DWQ Wilmington Regional Office
Lillette Granade, USACE Wilmington Regulatory Field Office
File Copy
Central Files
Filename: 050560.may
Re: Pender County Waterline Phase V
Subject: Re: Pender County Waterline Phase V
From: Noelle Lutheran <Noelle.Lutheran@ncmai].net>
Date: Thu, 26 May 2005 11:48:43 -0400
To: Ian McMillan <[e-mail]>
The project has been placed on hold. I will e-mail comments today. Thanks, Noelle
Ian McMillan wrote:
Hey Noelle, Ian McMillan, the new hire in the central office, here. I am just
following up for Cyndi on some 401 permit files and wanted to see if I could get
the status of the Pender County Waterline Phase V application, DWQ No. 05-0560.
According to the timeline provided to me, the 60-day clock expires on May 30,
2005. Thanks, Ian McMillan
Iof I
5/26/2005 12:53 PM
Triage Check Dist
Date: 4/4/05 Project Name: Pender County Water Line, Please V
DWQ#: 05-0560
County: Pender
To: Noelle Lutheran, Wilmington Regional Office >
60-day Processing Time: 4/ 1 /05 to 5/30/05
From: Cyndi Karoly Telephone: [phone]
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Neuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments: As per our discussion regarding revision of the triage and delegation processes,
please review the attached file. Note that you are the first reviewer, so this file will need to be
reviewed for administrative as well as technical details. If you elect to place this project on hold,
please ask the applicant to provide your requested information to both the Central Office in
Raleigh as well as the Asheville Regional Office. As we discussed, this is an experimental, interim
procedure as we slowly transition to electronic applications. Please apprise me of any
complications you encounter, whether related to workload, processing times, or lack of a "second
reviewer" as the triage process in Central had previously provided. Also, if you think of ways to
improve this process, especially so that we can plan for the electronic applications, let me know.
Thanks!
tav5
Soil & Environmental Consultants, PA
11010 Raven Ridge Road Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
Pr?,Yf,1E"!T
rTEIVED
March 31, 2005 APR 1 2005
US Army Corps of Engineers
Attn: Ms. Lillette Granade Attn: Ms. Cynthia Karoly
69 Darlington Avenue 2321 Crabtree.Blvd.
Wilmington, NC 28403 Parkview Bldg.
Raleigh, NC 27604
RE: Nationwide Permit 12, 401 Water Quality Certification
Pender County Water Line - Phase V
Pender County, North Carolina
S&EC Project #: 7128.W3
Dear Ms. Granade and Ms. Karoly:
On behalf of Pender County, we hereby request authorization from the US Army Corps
of Engineers (USACE) to use Nationwide. Permit 12 for the subject project to cover
temporary impacts to 3565 linear feet of stream channels, 0.05 acres of open water
impacts, and 0.44 acres of wetlands. The wetland impacts consist of headwater forest
wetlands adjacent to stream channels and a number of jurisdictional ditches along the
edge of agricultural fields or located within existing subdivisions. A Pre-construction
Notification Application (PCN) is attached, which includes an agent authorization form.
Because we cannot satisfy condition "4" of water quality certification #3374, this project
requires written concurrence from the NC-DWQ. Specifically the construction corridor
of the proposed water line will be located within 10 feet of a modified stream (i.e. the
stream has been re-directed into a ditch). In some cases it may be possible to install the
water line without impacting the adjacent modified channel. However, because the
roadside ditch is located approximately 10-15 from the edge of pavement, impacts to the
ditch may not be avoidable. Therefore, we have decided to error on the side of caution
and have depicted these as temporary channel impacts. The remaining impacts
associated with construction of the proposed water line consist of perpendicular crossings
with a construction corridor of less than 40 feet and therefore satisfy the state and general
conditions associated with NWP 12.
In order to minimize impacts, the applicant requested a preliminary wetland delineation
and threatened and endangered species survey during the summer of 2000. Based on the
preliminary findings the proposed water line corridor was designed to reduce wetland and
Charlotte Office:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]
Greensboro Office:
3817-E Lawndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]
March 31, 2005
S&EC Project #: 7128.W3
Page 2 of 3
stream channel impacts. In June and July 2004, S&EC conducted a detailed delineation
along the proposed water line corridor for the presence of wetlands and/or stream
channels.
This project consists of the installation of approximately 60 miles of 2" - 12" PVC water
lines that will serve the rural residents of Pender County. The purpose of this project is to
provide clean drinking water to rural residents, many of which are currently drawing
water from contaminated wells. The proposed corridor begins at the Cape Fear River on
NC Highway 210 outside of Topsail and continues in an easterly direction until reaching
US Highway 50. The corridor continues east and south along Highway 50 and will serve
residents on either side of the highway. Please refer to the overall maps for the
approximate location of the proposed water line.
The water line will be installed within the shoulder of the road right-of-way
approximately 5 feet from the edge of pavement. Based on conversations with the
project engineer, the construction corridor will not extend more than 15 feet from the
edge of pavement when installing a 12" line, primarily along Highway 17, and will be
approximately 5-8 feet when installing a 4-6" line. In order to further minimize impacts,
spoil will be placed in the road until the waterline is installed. Except along NC 210 and
where noted on the plans, the proposed water line will be routed underneath existing
culverts, and therefore we do not believe should be considered an impact. However, in
the event that this cannot be accomplished and wetlands are adjacent to the proposed
route, we have included these as impacts in the PCN form. In areas where the sewer line
must be routed around the end of a culvert, the line will not be placed more than 15 feet
from the edge of the culvert. Directional drilling will be utilized to cross beneath
Becky's Creek and therefore, minimal impacts are anticipated to the stream channel itself
or adjacent wetlands. Please refer to the attached map for the project's location on a
USGS topographic quadrangle.
Please see the attached impact map or PCN form for a summary of impacts.
The USACE's current policy requires applicants to avoid and minimize wetland and
stream channel impacts to the maximum extent practicable and may require
compensatory mitigation to offset unavoidable losses of waters of the US when the
installation of a utility line involves the conversion of a forested wetland to a herbaceous
wetland within the permanently maintained easement. The applicant requested a detailed
delineation of wetlands present on the along the proposed corridor prior to construction in
order to avoid wetland impacts. Because the construction corridor is located within an
existing road right-of-way, additional clearing will be minimal. The proposed water line
will be installed beneath existing culverts whenever possible and directional drilling will
be utilized at all major stream channels or tidal wetlands. The stream channels and/or
ditches will be restored to original contours following completion of the project and the
banks will be reseeded following current guidelines. Because the applicant will minimize
impacts to stream channels by utilizing perpendicular crossings within an existing right-
March 31, 2005
S&EC Project #: 7128.W3
Page 3 of 3
of-way; S&EC does not believe compensatory mitigation, should be required by the
USACE or by the NC-DWQ for this project.
Sincerely, /
Todd Preunin e
g
Biologist
Attachments:
Pre-construction (PCN) notification form
Site Location Map
Impact Maps
Agent Authorization Form
FONSI and Clearinghouse Review
i V,/7 77 i Pil
PAYMENT
APR 12005
RECEIVED
DENR-v,,?? i cu U Y
Office Use Only: .? y y y y y Fonn Version May 2002
60530
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 12
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here:
II. Applicant Information
1. Owner/Applicant Information
Name:_ Mr. Martin Beach - Pender County Manager
Mailing Address: 805 South Walker Street
PO Box 5
Burgaw. NC 28425
Telephone Number: [phone] Fax Number:
E-mail Address:
2. Agent/Consultant Infonnation (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: _ Todd Preuninger
Company Affiliation: Soil and Environmental Consultants PA
Mailing Address: 11010 Raven Ridge Road
Raleigh North Carolina 27614
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
Page 1 of 1 I
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project:- Pender County Water Line - Phase V
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN):- N/A
4. Location
County:- Pender County Nearest Town: Rocky Point / Topsail
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): The proposed project is located
within the right-of-way along Highway 210 in Pender County and continues east including
parts of Highway 50 on Topsail Island.
5. Site coordinates, if available (UTM or Lat/Long): 034°25'23.4"N 077 035'1.5"W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres):- Linear (-60 miles)
7. Nearest body of water (stream/river/sound/ocean/lake):- Cape Fear River. Intracoastal
Waterway, and the Atlantic Ocean
8. River Basin: Cape Fear
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application:- The proposed project consists of the installation of
approximately 60 miles of water line to be placed in the shoulder of the road As is such
the proposed route traverses a mixture of both rural and developed areas
Page 2 of I 1
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project consists of the installation of 27-12" water line to be installed a
minimum of 5' from the edge of pavement within the existing right-of-way along
Highways 210 and 50 and in adjacent neighborhoods Typical heavy equipment
associated with water line installation will be used to complete the project
11. Explain the purpose of the proposed work:_ The purpose of the proposed project is to
provide potable water to rural residents in the county. A number of the rural residents
have been waiting for this upgrade of water service for quite some time
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
2000 received a FONSI and assurance from F&WS that the proposed project would not
impact endangered species along the growth corridor (primarily Highway 17 and 210) A
copy of this letter is included as an attachment
2000 S&EC conducted additional T&E surveys and a -preliminary wetland delineation along
the proposed route.
2002 S&EC conducted a detailed delineation along the proposed route and within the
existing neighborhoods that will be serviced by the proposed water line
2002 Action ID # 200300046 - Permit for Initial Phases of this project issued
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No future impacts are anticipated
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intennittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation fonns should be included as appropriate. Photographs may be
Page 3 of I 1
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Proposed impacts include
temporary impacts to 0.44 acres of wetlands and 3565 linear feet of stream channel
impact (3078 If perennial channel and 487 If intermittent channels and 0.0462 acres of
open water impacts.
2. Individually list wetland impacts below:
Wetland Impact

Site Number
(indicate on map)

Type of Impact* Area of

Impact
(acres) Located within
ear
100-year ear

es/no Distance to

Nearest Stream
(linear feet)

Type of Wetland***
6 Temp. excavation 0.0010 No <5' Emergent (ditch)
7 Temp. excavation 0.0084 No <5' Emergent (ditch)
8 Temp. excavation 0.0436 Yes <5' Headwater Forest
9 Temp excavation 0.0166 Yes <5' Headwater Forest
10 Temp excavation 0.0195 Yes <5' Headwater Forest
12 Temp excavation 0.0013 No --400' Emergent (ditch)
14 Temp excavation 0.0122 No -1000' Emergent (ditch)
15 Temp excavation 0.0038 Yes <5' Headwater Forest
16 Temp excavation 0.0575 No <5' Emergent (ditch)
22 Temp excavation 0.0433 No <5' Headwater Forest
23 Temp excavation 0.0030 No -1000' Headwater Forest
25 Temp excavation 0.0141 Yes <5' Emergent (ditch)
27 Temp. excavation 0.0132 No <5' Emergent (ditch)
28 Temp. excavation 0.0104 No <5' Emergent (ditch)
29 Temp excavation 0.0150 Yes --1000' Emergent (ditch)
30 Temp excavation 0.0094 No <5' Emergent (ditch)
31 Temp excavation 0.0040 No -1400' Emergent (ditch)
32 Temp. excavation 0.0074 No <5' Emergent (ditch)
34 Temp excavation 0.0145 No -1000' Emergent (ditch)
35 Temp excavation 0.0058 Yes <5' Emergent (ditch)
36 Temp excavation 0.0179 Yes --300' Emergent (ditch)
41 Temp excavation 0.0088 No --1000' Emergent (ditch)
42 Temp excavation 0.0039 No -1000' Emergent (ditch)
43 Temp excavation 0.0016 No --1000' Emergent (ditch)
45 Temp. excavation 0.0048 Yes <5' Headwater Forest
48 Temp excavation 0.0031 No <5' Headwater Forest
50 Temp excavation 0.0236 Yes <5' Headwater Forest
51 Temp. excavation 0.0162 Yes <5' Headwater Forest
Page 4 of 11
52 Temp. excavation 0.0006 No <5' Emergent (ditch)
54 Temp. excavation 0.0181 Yes <5' Headwater Forest
55 Temp excavation 0.0091 No 50' Emergent (ditch)
57 Temp excavation 0.0033 Yes <5' Headwater Forest
58 Temp excavation 0.0221 Yes <5' Headwater Forest
62 Temp excavation 0.0049 No <5' Headwater Forest
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.feina.y-ov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, ctc.) Indicate if wetland is isolated (detenuination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: N/A
Total area of wetland impact proposed: 0.44 acres of temporary impacts
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on
tna

Type of Impact*
Length of
Impact
(linear feet)

Stream Name**
Average Width
of Stream
Before Impact
Perennial or
Intermittent?
(please specify)
1 Temp excavation 10 ut of Mullet Run 3' Perennial
2 Temp excavation 30 ut of Mullet Run 3' Intermittent
3 Temp excavation 65 ut of Mullet Run 3' Perennial
4 Temp excavation 5 ut of Mullet Run 3' Intermittent
5 Temp excavation 30 ut of Mullet Run 3' Intermittent
6 Temp excavation 10 ut of Mullet Run 3' Perennial
g Temp excavation 41 ut of Mullet Run 3' Perennial
9 Temp excavation 24 ut of Mullet Run 3' Intermittent
10 Temp excavation 55 ut of Mullet Run 3' Perennial
11 Temp excavation 31 ut of Mullet Run 3' Intermittent
13 Temp excavation 27 ut of Virginia Creek 3' Perennial
15 Temp excavation 27 ut of Mullet Run 5' Perennial
17 Temp excavation 295 ut of Mullet Run 8' Perennial
18 Temp excavation 696 ut of Mullet Run 5' Perennial
19 Temp excavation 20 ut of Mullet Run 4' Perennial
20 Temp excavation 126 ut of Mullet Run 5' Perennial
24 Temp excavation 1012 ut of Intracoastal Waterway 4' Perennial
25 Temp excavation 55 ut of Intracoastal Waterway 2' Perennial
26 Temp excavation 293 ut of Intracoastal Waterway 3' Perennial
30 Temp excavation 20 ut of Virginia Creek 3' Perennial
35 Temp excavation 27 ut of Mullet Run 3' Perennial
Page 5 of 11
37 Temp excavation 28 ut of Virginia Creek 3' Perennial
38 Temp excavation 26 ut of Virginia Creek 3' Perennial
39 Temp excavation 18 ut of Virginia Creek 3' Perennial
40 Temp excavation 33 ut of Virginia Creek 3' Perennial
44 Temp excavation 23 ut of Virginia Creek 1' Intermittent
45 Temp excavation 168 ut of Virginia Creek 2' Intermittent
47 Temp excavation 31 ut of County Line Branch 3' Intermittent
48 Temp excavation 33 ut of County Line Branch 3' Perennial
49 Temp excavation 38 ut of County Line Branch 3' Perennial
50 Temp excavation 35 ut of Becky's Creek 3' Perennial
52 Temp excavation 105 ut of Becky's Creek 2' Intermittent
53 Temp excavation 18 ut of Becky's Creek 3' Perennial
56 Temp excavation 16 ut of Becky's Creek 3' Perennial
58 Temp excavation 14 ut of Becky's Creek 3' Perennial
59 Temp excavation 30 ut of Becky's Creek 2' Intermittent
60 Temp excavation 36 ut of Becky's Creek 3' Perennial
61 Temp excavation 14 ut of Becky's Creek 3' Perennial
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightcning, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uses.eov. Several intcmct sites also allow direct download and printing of USGS maps (e.g., www.tol2ozonc.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 3565 linear feet of
temporary impacts to stream channel (3078 If perennial channel and 487 If intermittent
channel).
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name
Wate)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
21 Temp excavation 0.0148 N/A Pond
33 Temp excavation 0.015 N/A Pond
46 Temp excavation 0.0164 Intracoastal Waterway
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
Page 6 of 11
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stonnwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The applicant requested a preliminary investigation during the summer of 2000. Based
on initial findings the proposed corridor was routed to reduce wetland and channel impacts.
Additional wetland surveys were conducted by S&EC in 2004. Impacts to major
channels and/or tidal wetlands were avoided through the use of directional drilling.
Additionally, because the proposed water line is being placed within the existing road right-
of-way, minimal clearing of forested wetlands will be required. However, some perennial
channels will be temporarily impacted as the water line will be placed parallel to the channel
due to constraints with the existing right-of-ways.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
Page 7 of 11
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://112o.enr.state.ne.us/ncwetlands/strmgide.htmi.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation casement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Because the proposed water line is being placed within an existing right-of-way and
impacts are temporary. we do not believe mitigation should be required If mitigation is
required we propose payment in the NC-EEP.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Page 8 of 11
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ® No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ® No ?
The State Clearinghouse file number is 00-C-0000-0314. A FONSI was issued in February
2000 and is included with the attachments.
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
I N/A 3 N/A
2 N/A 1.5 N/A
Total N/A N/A
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 9 of 11
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate infonnation as
identified within 15A NCAC 213 .0242 or.0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
N/A
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
Page 10 of 11
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
31
Applicant/Agent's Si i ture I5ate,
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 11 of 11
Mar-il- 2005 7:14AM
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Applicant
lio•6719 P. 2
Name: Rocky Point/Topsail Water Expansion Phase V - Pender County
Address: PO Box 5
Burgaw, NC 28425
Phone: [phone]
Project Name/Description: Rocky Point/Topsail Water Expansion Phase V
Date: March 3, 2005
'rhe Department of the Army
U.S. Army Corps of Engineers, Wilt.=gton District
P.O. Box 1890
Wilmington, NC 28402
Attn:
Field Office:
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
I, the appliciult, hereby designate and authorize 1,5oil & Environmental Consultants, PA to act in my
behalf as my agent in the processing of permit applications, to furnish upon request supplemental
information in support of applications, etc. from this day forward. The 3rd-...- day of
March, 2005
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&p(= staff. You should call S&EC
to arrange a site meeting prior to visiting the site.
RVAJ 130 -70r?
Rocky Pointtfopsail Wager Expansion Phase V
Print Applicant's Name Applicant's Signature 104*i'a !f' AKge,V`
cc: Ms. Cyndi Karoly cc: Mr. Todd 1'reuninger
NCDENR - DWQ Soil & Environmental Consultants, PA
2321 Crabtree Boulevard
Raleigh, NC 27604
l J
OECE I V t f_ FED Is 2ut,
North Carolina
Department of Administration ?"`.....`.
James B. Hunt, Jr., Governor Katie G. Dorsett, Secretary
February 11, 2000
Mr. Tony Boahn
Pende.,County Water & Sewer District
c/o McKim & Creed
5625 Dillard Drive, Suite - 117
Cary, NC 2751 f
Dear Mr. Boahn:
Re: SCH File # 00-C-0000-0314; CFDA # 10.760; Rocky PointiTopsail Water and Sewer District
Phase III Water Supply Project to Provide Treated Public Water Supply and Distribution System
to Residents of the Rocky Point•aud Hampstead Areas
The above referenced project has been submitted to the North Carolina Intergovernmental Review,
process.
Attached to this letter are comments made by agencies reviewing this document which constitute the
state process recommendation. These comments are valid until 02/10/2003 for this review. If the
project is submitted for funding after this date, please resubmit for review.
Should you have any questions, please do not hesitate to call me at [phone].
Sincerely,
Ms. Jeanette Fumey
Intergovernmental Review Coordinator
Attachments
cc: Region O
USDA Rural Development, Wilmington

116 West Jones Street Raleigh, North Carolina 27603-8003 Telephone [phone]
An Equal Oppommity/Air=Atirc Attica Employu
OTO/ZOO[a (121210 '3 I HO TC08 CCZ 6TO XVd 69:TT ZOOZ/TT/OT

State of North Carolina
Department of Environment
and Natural Resources
Legislative & Intergavemmental Affairs
James S. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Richard E. Rogers, Jr., Director
MEMO
TO: Chrys Baggett
State Clearinghouse
FROM: Melba McGee
Project Review Coordinator

a
The Department of Environment and Natural Resources has completed its review. Our re??onal
ofice within the geoc-raphic area Of the proposed project has idendiied perniu that r..zy be
required prior to project construction. For more information, the project applicant should notiiv
the respective regional office- mark--d on the back of the attached permit form.
Thank you for the opportunity to review.
attachments
OTO/C00 Qj
tcc-IVEI)
r
FO Box '7C-a7, Raleigh, NCrri Car,JIGa 77511 'Ea7 Tcfcnc?ne: 51. i 1?-t;?
7 --u71 Occor=niNIAfrrm.In" ACOn e-X ow.-,. .M.
Al 1-4
GaM I NIXOR TC08 CCZ 0TO XVd 05:TT 900Z/TT/0T
State of North Carolina
Departmctlt of Environment and Natural Resources Rcviewingoffice:
INTERGOVERNB><ENrALREVIEW-PROJECTcommEl!I'TS ProjectNumber:V --G^L93 Due Date
After review of thi3 project it hag beat determined that the ENR pertniKs) and/or approvals indicated may-n=d to be obtained in order for this- project to
comply with North Carolina Law. Questions regarding these permits should be addressed to the Regional 0111ce indicated on the reverse of the forth.
All applications, information and guidelines relative to these plaits and pcrmit3 are available from the same Regional Ogee.
Normal Process Trine
(statutory time limit)
PERMTi S SPECIAL APPLICATION PROCEDURF-S or REQUIREMENCS
O Permit to construct & operate witslewatertreatment Application 90 days before begs ooosaatction or award ofeamstructioa 30 days
facilities, sewer eystern extensions fie uewra systems eootracta. 00-6ke inspection Post-application technical eomferenee usual.
not discharging into state surface waters. (90 days)
O NPDES - permit to discharge into surface water and/or Application 180 days before begot si4vity. On-site inspection. Praapplication 90-120 days
permit to operate and construct waste water facilities conference usual. Additionally, obtain permit to construct wastewater
discharging into state surface tratcm trcalment fuility-Scanted after NPDES. Reply time, 30 days after receipt of (NIA)
-• plats or issue of NPDES permit-whichever is later,
O Water Use Permit Pre-sPplitation technical conference usually necessary 30 days
(NIA)
Wcll Conzt union Permit • M v1-4L-**-* Complete application mast be received and permit issued prior to the 7 days
installation of a well. (15 days)
O Dredge and Fill Permit Application copy must be screed on each aAjacrnt riparian property owner. 55 days.
On-sits inspection. Pro-application cocfc=" usual. Filling may require
Easement to Fill from N.C. Department of Admiaistration and Federal Dmdge (90 days)
and Fill Permit
O Pamitto construct &Operate.4irPollution Abatcmat NIA
facilities and/or Emission Sources as per 15 A NCAC 60 days
(2Q.0100, 2Q.0300, 211.0400)
Any opal buming az3ociated with subject proposal
must be in compliance with 15 A NCAC 2D-1900
* Demolition or renovations of structures containing 60 days
asbestos material must be in compliance with IS A
NCAC 2D.1110 (a) (1) which requires notification and
removal prior to demolition. Contact Asbestos Control NIA
Group 919-733-0820. (90 days)

O Complex Source permit required under 15 A NCAC
2D.0800
O The ScdimcnLzUon Pollution Control Act of 1973 must be properly addressed for any land disturbing activity. An erosion &
sedimentation control plan will be required if ona or more.actm to be disturbed, plat filed with proper Rcponal Office (land Quality 20 days
Sect.) At least 30 days before beginning activity. A fc_c of 530 for the first acre and 52000 for each additional acre or part must (30 days)
accompany the plan.
0 The Sedimentation Pollution control Act of 1973 mugt be addressed with re..pcctto the refrremced Loral Ordiamm 90 days)
Cl ?.lilting Penmit On-site inspection usual. Surety bond filed with ENR Bond amount Varies
with type mine and number of acres of ajfectad land. Any are mined grater 30 days
than one acre mugs be pamitled. The appropriate bond in= be received (60 days)
before the permit can be issued.
0 North Carolina Burning permit On-rite inspection by N.C. Division Forczt Resources if permit exceeds 4 days 1 day
(NIA)
0 ,Special Ground Clearance Burning permit .22
• On-site inspection by N.C. Division Forest Rtxaurtxa required "if more than 1 day
counties in coastal N.C.
with organic soils five acres of ground clearing activttia arts involved lacpections should be (N/A)
requested at Ietst test days before actual bum is planned."
O Oil Rrfining Facilities NIA 90.120 trays
(NIA)
0 Dam Safety Permit If permit requital, application 60 days before begin construction. Applicant
must hite N.C, qualified "g;nccr to: prepare plaits, inspect tonstnrctim
catify construction is according to ENR approved plans. May also require 30 days
permit under mosquito control progam. And a 404 permit from Corps of
Engineers. An inspection of site is necessary, to verify Hazard Classification. A (60 days)
minimum fee of S200.00 must accompany the application. An additional
processing fee baud an a percentage or the total project cost will be required
upon completion.
0T0/f00(a Q3321O :9 IM101i TC09 CCZ 6T6 XVd 00:ZT ZOOZ/TT/OT
NORTH CAROLINA STATE CLEARINGHOUSE
DEPARTMENT OF ADMINISTRATION
INTERGOVERNMENTAL REVIEW
Ms. Renee Gledhill-Earley
Clearinghouse Coordinator
Dept. of Cultural Resources
Archives-History Bldg.
Raleigh NC
REVIEW DISTRIBUTION
Cape Fear Council of Governments
DEHNR - COASTAL MGT
Dept. of Crime Cont./ Public Safety
Dept. of Cultural Resources
Dept, of Environment & Natural Res
Dept. of Transportation
STATE NMDMER:'00-C-0000-0314
DATE RECEIVED: 01/11/2000
AGENCY RESPONSE: 02/07/2000
REVIEW CLOSED: 02/11/2000
::1111 12 ,.? ..
L ,5
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PROJECT INFORMATION X11, bn ( ( 1
APPLICANT; Pender County Water & Sewer District
TYPE: Notification of Intent to Apply for Federal Funds
CFDA No: 10.760 DESC: Rocky Point/Topsail Water and Sewer District - Phase III Water Supply Project to
Provide Treated Public Water Supply and Distribution System to Residents of the
Rocky Point and Hampstead Areas
CROSS-REFERENCE NUMBER: 98-E-0000-0642
The attached project has been submitted to the N. C. State Clearinghouse for •
intergovernmental review. Please review and submit your response by the above
indicated date. If additional review time is needed, please contact this office
at [phone].
AS A RESULT OF THIS REVIEW THE FOLLOWING IS SUBMITTED:
NO COMMENT
COY14ENTS ATTACHED
SIGNED BY:. ???- QQ'•
DATE:
? t
HO1
iJAN 19 JAN 1 3 201J'9
OTO/900 121 aaauD V KIxDH TC08 CCZ 6TO XVd 00:9T 9009/TT/OT
Continued oa rz.crse
PERMITS
O Permit to drill exploratory odor gas well
D I Geophysical Exploration Permit
O I State Iakea CQ1;zrUc1!on Permit
C) 1401 Water Quality CatiCrGttion
O I CAMA Permit for MAJOR develogme t
D I CAMA Prnnit for MINOR dcvclopmmt
SPECIAL, APPLICAMN PROCEDURES or REQUIREMMNZ•S
File surety bond of 65,000 with E,NR running to State ofNC Conditional that
any well opened by drill operator Shan, upon abandonment, be plugged
according to ENR rules and regulations.
APPS-don filed with ENR at least 10 days prior to fzzue afpmxrdL
Application by Utter. No standard application form
Appli-ion Sea based on vn,.turc size is cbarg~d Must include dcg5ptiocs &
dfawings of==fe & proof ofoweetxhi P ofri
opaiaprpctty.
NIA
5250.00 fce mu;1 accompany awlicttion
SSO,00 fee must accompany appucttioa
Normal Prot:css Time
(statutory rime !unit)
10 days
(NIA)
10 days
(NIA)
15-20 days
(NIA)
60 dyx
(130 days)
55 days
(150 days)
22 days
days)
D Several geodetic moqum=m arc located in or ncarthe project arts If any monumcTlu I=d to be moved or destty
N_C. Gcodotic Survey, Box 27687, Raleigh, NC 27611 'please notify
Abandomnent of arty wells, ifrcquircd must be in accordanee with Tale ISA. Subchapter 2C-01 00
---ation afdre proper regional ot3ice is requested if "orphvi ' und<rground Storage tanks
(LISTS) sett discovered during Any excavation apcratioa.
Compliance with 15A NCAC 2H 1000 (Coastal Stormwatcr Rulcs) is rcqui cd
I Other Comments (attach additianal pagaa As necessary. being certain to cite comment auiharity)
45 days
(NIA)
REGIONAL, OFFICES
OutltlOtu recording these pcrarlta should be Addressed to the Regional Office rnarlA below.
O Asheville Regional office
59 Wood
fjn Place O FaycaevlIe Regional Office
Ashevinq NC 29801 Suite 714 Wacbovia Building
[phone] Faycaevillc, NC 28301
(919) 436-I S41
O Mooresville Regional Office
919 North Main Suvet, P.O. Box 930 O Raleigh Regional Office
Mooresville, NC 28115 3800 Flatten Drive, Suite 101
[phone] 11116S% NC 27609
[phone]
O Washington Regional Office
943 Washington Square hlall D tliiroingtoa Regional Offie
Washington, NC 27889 7 Cardinal Drive Fxtcasioq
919) 946-6481 Wilmingtou. NC 28403'
(919) 395z9o0
D Winston-Salctp Rcgjonal Office
585 Waughlawn SL
Wlnston-SAlut>, NC 27107
[phone]
OTO/900U Q332iO V NIHON TC08 CCZ OTO SYd 00:ZT 9009/TT/OT
hid. `?'q U V ?? -„?S.D,A, • R?EU1PR L

V VEt_OPMUNT
V,,., . , 410015Q717 F- Or
,04M X1111pluarna J-IPI u 1;Ptm PaaE-.117A..A-j - -
-PUbq [)f)6 *? i
,IT 1?
puny Opp o1S 1°Puncplpuc satrmftir nl3° t acuMi ?+ -
uo»zI!Lq l xts soon} ,(tp;niodai aH
AFFIDAVIT OF PUBLICA.TIO]NIq
The Pc71der Post v P.O. Boy. 95.5 • Burgaw, IBC 28425
STATE OP NORTH C;AROLTNA, COUL'TY OF TENDER
Before tha undersigned Notary Public of said county and state, duly cornmis-
Airrlau- nuaiiiied and authotzzed by lav., to ;Aniinister oaths, personally
appeared Theresa Langley, who, being; first duly sworn, deposes and says
that she is audiotzzed to mate this affidavit for The Pender Post, published
by Post Newspapers Inc-, which newspaper is published, issued, and en-
tered as periodical mail in the Town of Bur7aw, NC, and that the notice or
other legal advertisement, a true copy of which is attached hereto, was pub-
lished in The Pender Post on the following dates:
- •, gR
Tht' newsp3lper in which such notice or legal advertiscinent was published
was, at the time of each and every such publication, a newspaper meeting
all the regturenionts and qualifications of Chapter T-5077 of the Gencral Stat•
Wes of North Carolina and was a qualified ncwspaper iithin the meaning
of Chapter 1-507 of tho General Statutes of \ort.h Carolina.
Date: )ereer a_ ,1998.
Signs re f Affiant
Sworn to and,nt11mVibi;d before me this
date
r ?•?.G
Signat
ue
f Zip -1;rLy,g is
ugust 17, 2002.
INIy conlm's p-,1?%lrik' r2}ix l{k?5a >>
OTO/LOO 121 (MUD v HI:ION TC08 CCZ 6T6 YVA TO:ZT ZOOZ/TT/OT
ar.T-22-99 01:33 PM USDA. RURAL.. DEVELOPMENT 9200154717
:- __.._ .......... rrvv..• r ......? rTrr vrTr1. UrMICn ac or-wati Ulaftjlt l
FINDING OF -NO SIGNIFICANT IMPACT
FINAL-NOTICE - FLOODPLAIN -& WETLANDS
RUfal Development has recolvod an
eppllcallan from Rocky Point-Topsall
Water & Sewer District for firimclat a.•
alatanca for construction of a central
water zyztonl. Tlto ttpaeiGe project cle-
menty Include Itto construction of well
f oWs, elevated siorngo tanks and ap.
pfOxlmatcly 1,256.000 linear feel of var.
ious slzO wrtler lines. Tho projocl sor-
vica area includes all of tho Rocky Point
-Topsail Water & Sewer District A gerr
eral location Map of the proposed action
1is shown below. If irtiplemented, the pro.
ject has the potential to advorsoty tin.
pact three categories of important land
resources: Important rarmland, wol-
lands and Ooodplains. Impellairl farm-
lands as deslpnatrid by the USDA Natu•
rat Resource Conservation Service
occur throughout (lie proposed seMcc
area; wetlands occur throughout the
proposed service aria primarily in small
bays: and 1100dplains occur primarfiy
along the NE Cape Fear River 011d Its
tributaries. along erechs throughout Ills
proposed scrvlce area, and along areas
Inrtuencod by tiro Allande Ocean. The
potential adverse Impacts to life re-
6ources Invofva their pOSSfble convor•
slOn f1OM the construction of the project
and development prothpted or acccfor•
ated by,tho water ayStor,>_
There may ba soma indirect impacts
to present land use because or the In.
ffuenea of tho availability of water to
property adjacent to the water, linos,
Ponder County has adopted resolutions
establishing 'designated growth cord-
deer." that are located adjacent Io water
trall&nliasion lines that havo boon dctcr-
m1nCd to have surplus capacity in grdor
for 1110 System to WWion properly hy.
drouliCally. These areas ato typically al-
ready undo, pressure for development
and growth, Tho designation of growth
corrodors will not Ilrnit development but
will Gerve to direct growth 10 those areas
rather than have it occur witlloul order in
other areas of the courtly that are rnpre
rural in character. Areas already desig
nated and adopted as growth COrrtdors
includo are (QOCWng.
p f oaL
• From NC 210, and NE Cape Fear fliv
or to Cheshiru Road
• u8 117, from intersection of I.401US
117 north Of Ourgaw south to south.
CM dlstrlct boundary (NE Capt; Fear
Favor)
• NC 133, from Us 117 m 0kt Swann
Point Avenue
Tosall &=-
US 17, from southern district bound.
WY to northom districWoundary?
• NC 210, from Peanut Road to US 17
• NC 210, f(Om US 17 to NC 60
• NC 50, from southern district bound-
ary to northern district boundary
Tho area tong NC 63, from US 117 t0
a location Just cast of 1.40 will ba adopi.
ed as a grown) corndor.
The district will mitigate polcnGal ad.
verse indirect impact$ to chess roSoVrC.
es by (nslallina minimum: Size firms (ox•
Sept in deslgncal-ed growl1l areas),
prohibiting future water service to devel-
Opments proposed (Or Iloodplafn and
wellend areas, and tv provldo water to
servo only normal residential size laps
to non-agricullurul dovcloprneni Pto•
poaeu to occur on important farmland!
- - The Dtwict will minlirtize potential in.
direct impacts 10 Ondangered species,
historic or archdOO100ical properties,
and the impact of a minor line crossing
the NE Capo Fcar Rivcr 0 irutigh the miti-
gation maasureE contained in the anvi.
ronniontat assessment prepared by flu.
rat DMIOPmeni.
There Will DO flu pormarlenf direct pro-
ject impact$ on these resourccs. Rural
Developrnent has delcmrined there are
no practicable 0110115dGvcs to lhp iderili-
fed lernporary impacts. Plural oevelop-
ment has assessed the pots nllal e'nvl-
ronmenlal impacts including alternallN;;
to avoid adverse impacts of floodplainK
and wetlands relative to this proposed
ad Orl and tras dolerrnined It will not Sf 9-
nifcantly affect the quality of the hurnan
environment, Therefore, Rural Develop-
ment will not propare an environrn rY of
- knpact atatetttent-fortpis propose ac-
lion, : ¦
Written Comments repardlnp these
determinations will be aCCeplod within
ftftoon (15) days of this publicallgn,
Cammenls should bo mailed to USDA'
Rural Development, 325 East Foufltl
Street, Lumberton, NC 20358- Rural ae-
velopmeni will make no further dacislono
regarding this proposed action during '
this fifteen day period. Requests to re.
view the environtnonial assessment
upon which this dclorrNnation is based
Chould be diracted to the above* Td-
dross. 1339 - Nov, 25; Dec. 2, 19108
o; unq raSl10dM Idwwd ;sla7,tl?aaYj ait4§p 1sL•AL,sea oy Inch '
q 2put:1srfq d '•au0tit1ui0CU,„ •.tol0op E*.16J Uos aptuu pin, iii; a jatd o= U0ouaalJu ,Cep
Z^. cctrrlitsrrir Tn 111T1.1 *'11_11 Olul' nitind at)C Liau,N 31UUf1U SEA 1123 0111 18111 1D0.I0A0o5!P Ot(A1

P . 04
OTO/800In (IRRUD V HIMON TC09 CCZ 6T6 YVA TO: ZT ZOOZ/TT/OT
bCT-22-99 01:34 PM USDA.RURRL.DESYELOPMENT 9108154717
.?_.i???+ lf. +k Igtao9P4?t.7n7?1 ?
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The Fender Chronicle
1'I0 Courthouse Aveime
P.0_ Bnx 726 • Burga?v, NC 28425
Stmt of North Carolina
County of Ponder
Personally appeared before me die under-
signed principle clerk of the above indicated
newspaper published in the City of Burgaw,
County and State aforesaid, who, being duly
sworn, says that tic advertisement of
(enpy attached)
appeared in the issues of said newspaper
on the following day(s): '"??• ?? ?? g
g
Subscribed and sworn to
before This day
of
A.D. 19

(Princyie Clerk)
r
NOTARY PUBLIC
N{ Commission Expires June 16, 2003
AFM DAVIT
OF
PUBLICATION
P. e5
OTO/000[a Q332IO V M HON TC09 CCU OTO xvd ZO:ZT ZOOZ/TT/OT
9CT_22-99 01:35 PM USDA.RURAL.DEYELI OPMENT 9108154717
• "'r: r ww&-iV rvv I rVa
-OC,KY, R10 NT-TOPSAIL. WATER & MWER DISTRICT
?.?..,•
?FIN??["O'CIF NO, SIGNIFICANT IMPACT
FINAL NOTICE = FL oODPLAIN & WE7LAfVD$
Rural Devpbpment has rQeeivcd an application from Rocky Polnt-Tbpsail Water & Scwor District for financial asslstwnce
for ConstrucGan or a central water system- The GPCCflic project eleMont$ InCludq the conslructl0'? of well fields, eluvated
stortge'" and upproximately 1,25G,000 linear foot of various size water Tinos. The proj%I t ervico, w includos all
of the Rocky P61nt•Toocaif Water & Sewer-M;tricL•.A general location map of the proposed action-, 6hgwn below. 11
implomented, the pro)oct has the potential to adversely Impact three udeg6do5jol important laird resources; important
farmland, wetlands and noMplains. important farmlands as designated by lfie'? SDA Natural Resburce Conservation
Service,jrcurthroughout the proposed service area; wetlands occur throughout the proposed cerylco aroaprirnarily, in
small bays; and 116odprairis occur primarily along lli©?NE Cape Fear River and its tri?butaries, along crcek? throughout
the proposd OQrvici: b'reii, thd'alorp•areas inlluo,ed,py the Allantly Occait'Th© pblentfaF adverselritpaCl* 10 1lhe
f=vr=." Involvo their possible conversion from the oonstfuGllon 4( tf10 piojecl and development prompted or
accelerated by the water System.
Thor0 may be some Indirect impacts to prescnt land.u'se tiecauS of the. influenrio of the availability of water to property
adjacent to the water lines. Pondor County has adopted resolutions establishiq'desi natcd growth corridors' that are
located a lacont to water transmission lines mat havo boon dotermined to have surplus capacity in order for the sratorg
to functioQ properly hydraulically. Thcuo Areas are typically already undor pr"s ure for devolopment and groMh.,The
designation of growth gorrfdors will not limit development but will, soivo to direct growth to tho;/c area. rathor than have
h occur Without order In oll?er areas of the county that arc more rural In character!
AreM'afready de;ignated and'adoptod as,grotivth corridors InGud©tho following! , ' . . ,
Ups Polnf Aron:
• From NO 210 and NE Capd Fear River to Cheshire Road
I
i
4 US t 17
from intersection of I-401US 117 north of Durgaw
South to sotythem d strict bourtda y'tNE C
apc Fear River) 1
,
,
• ?0 1AfromUS117lo,Cld,SwanriPolntAvcnua,'. .F•: '?' ,; _

S 17, Waal southern dlsgicthbo'?ur'' no t icl bob }?dary•
arjo "ahem dis r
11
` . ?' -
• C'210,•TromPoanut Fiopd lo" $ i7,,,+ •?? : ? 4: t', ??`;;'„ ?° _S?a=:=. 1
t C 210,1rum US i 7 to NC 50 ' 'i;,? • ., + ?. ?,, ( -
o•
The;DClrkt dmidgttie potential adverb© (?dir6et Impacts to
des1gnated,growth'ureas), prohUt ipjfuture,%ialdr service lo,
and to prov140 WSl0'r,10'?croe'only'norrna(,rosldvnlial Zile t
UAportanl larmland.'„• c - • -••::??:•.,.•.?fir,,,.=•'-.:?; ?
Tho'Di trot will minilniio Qotontiai in Arc im acts foe dan
impact of a wate;Tne crossing iho Nf;4c' FoiuAiver thtou
asses oritproparedW Ru'r'al Developrrrent.
U, Fit: V) uvu&ty- ine, munau q kcmporary. it
f cs?'jncltlding'itlfetna?tves to"avoid ac
deter'Jnjned'd will nbf'signlMic -ntly
c t ?aro'drls?tYSrunental{?n?utat
?m en sje?garCirig,lho?Q'detclminatlan?.^,-"will
Me not a?A ? ;5 h non?uPori whlph this determfi

Z
ad?o_p1i??p:a grvtivth?corrfdbr, ?.;? : - •''?»'; • _
rcos by (h,lalling minimu?16 1 a lines sexgdpt,jn .
nth proposed fpr lloodplain'rind wetland 3fRElS, '
gnculturaI development proposed lo.ocGVr,on
5; tr?stpnd or'arcllaeolopical pr6p'e bs!-' th©'
fallen moas&6 Wrilainod in the environmcntpl
Ural Devefopmont has'dkterminod thorp eife.no^
?„Ppvelopment has, assesses tho potoriti3l',
s' of Jloodplairm, and welland`5 igtativo to k,
Illy of the human en.'ArI lgton?, ttiFrefore, Fur l;.
pxi'd action,
. wrthin Ififieen'(15) days'of•thj3' put rlcail6n. '
epurth Street, ,Lurhberton', NC 2x351. Rural
lion clunrtg this filiddh day period, RoquaLtci•to'

P- 06
OTO/OTO121 tIM3 V HIMOR T£09 ££Z OTO 1Vd ZO:ZT ZOOZ/TT/OT
J? ?
U.S. ARAIY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 200300046 County: Pender Quad: Hampstead
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Applicant: Pender County Public Works Agent: Todd Preuninger
Attn: Martin Beach Soil and Environmental Consultants, PA
Address: 805 South Walker Street 11010 Raven Ridge Road
Burgaw, NC 28425 Raleigh, NC 27612
Telephone No: [phone] [phone]
Zone: 18 UTAI: North: 3805691 East: 250505
Size and Location of Property (waterbody, Highway name/nunhber, town, etc.): Project site is located in
Hampstead, Pender County, North Carolina in the DOT right of way along US Hwy 17 and NC Hwy 210, starting at
Mooretown Road at NC Hwy 210, crossing the Northeast Cape Fear River and continuing north and soudh along US
Hwy 17 tying into existing underground utility lines. The utility line will be servicing the communities along US Hwy
17. The project also heads west of NC Hwy 210 along Holly Shelter Road ending at Hunter Court Subdivision.
Description of Activity: Temporary impacts to 0.77 acre of wetlands for the installation of a water line.
Applicable Law: _X_ Section 404 (Clean Water Act, 33 U.S.C. 1344)
(check all that apply) Section 10 (River and Harbors Act of 1899)
Authorization: NATIONWIDE PERMIT 12
Your work is authorized by this Regional General (RGP) or Nationwide Permit (NWP) provided it is accomplished in
strict accordance with the attached conditions and your submitted plans. If your activity is subject to Section 404 (if
Section 404 block above is checked), before beginning work you must also receive a Section 401 water quality
certification from the N.C. Division of Environmental Management, telephone [phone]. For any activity within
the twenty coastal counties, before beginning work you must contact the N.C. Division of Coastal Management,
telephone [phone].
Please read and carefully comply with the attached conditions of die RGP or NWP. Any violation of the conditions of
the RGP or the NWP referenced above may subject the permittee to a stop work order, a restoration order, and/or
appropriate legal action.
This Department of die Army RGP or NWP verification does not relieve the permittee of the responsibility to obtain any
other required Federal, State, or local approvals/pehmits. The permittee may need to contact appropriate State and local
agencies before beginning work.
If there are any questions regarding this authorization or any of the conditions of the General Permit or Nationwide
Permit, please contact the Corps Regulatory Official specified below.
Date: Ortnhcr 29, 2002
Corps Regulatory Official: Lillette Moore, Telephone No.: [phone]
Expiration Date of Verification: Octnher 29, 2004
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORMS, PROJECT PLANS, ETC., MUST BE
ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE. .-
CESAW Form 591
Revised July 1995
c[; Y
J v...
3
3711
N?'
.Ve - `i`a? ., i? ,H it ..V '? W,?#°?. vt. tr. ?r _ ?- ?? .?.t ¢R.. '?y ?.?? ';y •/',, _' ?
. f s. ?f \J s;°' r '?
???7 s-{i<, ca v 3" ;,? .. ?? l7? `=:?: 'p'??:v?J `k? T. 1 ?eyt, ? ,.;?,k? r ? x
. I ,j.. `T' , i" ?', • 'i r,. T i? - .k:. ? ? ?iy?i r'?F`?.?rp ?a r? ?.a ?y .., y t!. ?:? „xel?1` / ^' , ??` .,
t••.-,prr y i3," w.`F* vy? p ?5!Iv`i:A. y?' '.' 3• '<.: 'h ". -{]' ,y+ d?,?y,N.
J..°oi n it
f r w. -?'. ate. 1v 33 / 1,y?fri.
J _4
:d? ice."' _h a 5eit ,) ?t4 ^\ 0 § Td?,Y .! : if J. M f+ ?'SG •{? I , \
T. 7'k
J x? r ?`?"??» i`z: ra y'1.5.? i..? / \ ,y ?, .?;?° !•c my + ?/
ti
s
ioV
N4,.z y
y
y Y S
eR"
44
r
? Y !
\ 1. 2005
K/
7'
3 Pr P &
x I CY
x.
TonAm
. pk a $.•e ?i "' `°?y1! fJ s"ncx
`,t`'t i'.;. -•???`.,? ? ?.?4?s OQS'.s01y TOPSAIL r` i ..
_i,• ?_:eS'? __,`7 ?..1-Gi fi ;, <}'S BEACIfy.f7,.C -
Project
7128w3 Figure 1-USGS
Project Topsail/Holly Ridge Quad
Soil & Environmental Consultants, PA
Mgr.: TP 11010 Raven Ridge Rd." Raleigh, NC 27614
Scale: N Pender County Water Line - [phone] - [phone] Location: 034° 25'23.4" N 077° 35'01.5" W
Da Web Page: www-SandEC.com 0 5 0 5 6 0
te: o° Pender Phase V County, NC
Date:
03.15-05
Copyright (C) 1997, Maptech, Inc.
d by the U.S. Department 5
Service, and cooperating
td from 1983 aerial photo-
d land division corners, if
r lye. ris Pil ! i! ?ir,l I'?
Vlilgp l ? r ? ? ?? 11111 yyl
I r. ?? ? ') I? Ihl p111I?
Igilfl?,oll!?fl??l hVr b
?! Iil P I ? Pp ? III
?: 11G? l? i I III 1 ? ? it ? I
"mIMN 1f??
(loins sheet 18) McC
Scale -1:24000
PENDER COUNTY, NORTH CAROUNA NO. 14
VIII ! S? iii ?! - - r
,'?II I ll?l?lq? I I 1u? I ? 1:17
N
?I 6i ?L
! , ? S I I ??I I ? M?I`'+'tiI? III Il
Mkl
0
a
N
d f?
Ca
2410000 FEET PyK
wK?SIP, "
O? 0051

AuB-
,c
o
Aug
A
AnB
Irv
Vit,
O 'J
Fy.'
!}{rte k'
0"0
? ? C Topsctlt?r' .x,
3j-22'30-
77'37'30" (Joins inset)
Project #: Figure 3 - Pender Count
7128.W3
Project Soil Survey - Sheet 15
Mgr.: TP
Scale: N Pender County Water Line -
1":1320' Phase V
Pender County, NC

Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NC 27614
[phone] • [phone]
Web Page: www.SandEC.com

t r
1
t _y
.Kul a

i
AuB

? 11
l/?V
1":1320'
Date:
0315-05
10 NvE

? F.? Ilp?l
Figure 4 - Pender County nr-mp -WA; F-a C
Soil Survey -Sheet 15 Soil & Environmental Cants, PA
Pender County Water Line - 11010 Raven Ridge Rd.- Raleigh, NC 27614
Phase V [phone] - [phone]
Pender County, NC 13 Web Page: www.SandEC.com
I - '
NOTES

1, CONTRACTOR TO VERIFY SIZE. DEPTH, MATERIAL AND LOCATION g
FOR ALL UNDERGROUND UTILITIES PRIOR TO THE STMT OF +
CONSTRUCTION. q
2. THE UNDERGROUND UTILITIES NOCATED ON THE PLANS HAVE BEEN
TAKEN FROM INFORMATION MADE AVAILABLE FROM THE VARIOUS
UTILITY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL
EXISTING UNDERGROUND UTILITIES AND CABLES. THE CONTRACTOR
IS ADNSED THAT ADDITIONAL UNDERGROUND UTILITIES AND
CABLES MAY EXIST U41CH ARE NOT SHOWN ON THE PLANS
PLEASE BE ADVISED THAT THE UNDERGROUND UNITIES AND
CABLES COULD CONFLICT WITH THE WATER MAN CONSTRUCTION
AS SHOWN. THE OWNER WILL WORK WITH THE CONTRACTOR TO
REALIGN THE WATER MAINS AND APPURTENANCES TO MINIMIZE
CONFLICTS THE OWNER WILL NOT CONSIDER REQUEST FOR
ADDITIONAL COMPENSATION DUE TO THE PRESENCE OF
CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON
THE PLANS.
3. ALL PVC PIPE SHALL BE SDR-= CLASS 200. ALL DUCTILE IRON
PIPE (DI) SHALL BE CLASS 509
Iva
U
QF
~ W
W EXISTING FIBER OPTIC CABLE.

2
LLI SEE NOTES I AND 2.
ZN -.N--
LLi
2w
U LJI

Q
r
_
EXISTING UNDERGROUND
? UTILITIES. SEE NOTES 1 AND 2.
.`f N
Y
10 LF INTERMITTENT
STREAM IMPACT
EnSiNG INDERCROIND EXISTING FIBER OPTIC CABLE 6' 90' MJ BEN
UIUTIES SEE NOTES 1 AND 2. .
SEE NOTES 1 AND 2. 6••
__--_-__- -_- __-_- . EOP (MIN.) D
-__-_---_ -_ -------- rn Ct
-st .r. __ -_ - -. - - _ - -- - - - -
- -
--=
-= --
-_ m2
wee*_--0OP POPfF-L60P- --- ---------- ----t-L---_ - t
_ i2
---- -----------
-
?m

?27
TL
a ---------------- -
6' OFF 1
COP (InN.) Z o
C
° a DRY BORE AND JJICK 20 LF 6- m•
Q K'0°Y33 CLASS 50 UNDER 9i 1563 1+
s rm 6DR-21 WATER $ 6 a e' 90 w BE D +
°
o
N M li, L j . I.

APR 12005
30 LF INTERMITTENT
STREAM IMPACT DE"
1
'
IR
1ri
,C11"LIT'
•
4'
alr"
C
,
ST
I,

\ (Q 45' BENDS INSTALL 8'
WATER LINE Mal 5' OFF END OF CHECK DAM (TYP.)
\a\ O
O
+ EXISTING 15' RCP. SEE
EXISTING FIBER OPTIC CABLE. CRCSSNG DETAIL 'A' SHEET DI.
'
8'.6' YJ TEE S m SM-21 WATER
I
I. F•- SEE NOTES I AND 2. 6
CiY
EDP (MIN.)
FIRE HYDRANT ASSEMBLY EXISTNG FIBER OPTIC CABLE. 6' OFF

SEE NOTES 1 AND 2. EDP (MN.)
. w ---Ar-- ---- -------------- D
w =------ ------------ --- ----- -- ----- "?---
rn -
< mr-
wN -
--- xwbew-------------- -
1563-- SLA6fiP0 rrF4:00P - - - - - - - -- - - - - -- (A z
J ?..?.. M Ln
x w
-
?-------
---------------
--- --
??
FN y
- .n
Q EXISTING UNDERGROUND
UTILITIES SEE NOTES 1 AND 2. ?U
mL4
+
O
O
N
50' 0 50' 100'
SCALE: 1'•50' (Hari:.)
(APPROXIMATE)
Il Wl

ENDER COUNTY

"

t1
?C4
SCALE
5
8
PVC WATER LINE gMRp1(

SR 15 1'.37
E
243 North Front St-t PHASE V 63 SLOOP POINT LOOP olyoKm AM
i

Wilmington
North C alma 28401
OKaca A" W?>K,a:
C
5
,
Ph
910
343
1
4 ROCKY PONT/TOPSAL STA
3+00 TO STA
32+00
ov0
A.W NA
r m
one (
)
-
0
a. Poe [phone] .
. .
,
AAOOOJII1 E9000%11 WATER MID SEWER DISTRICT
_
.ut s.. 31AAIq lm
P H ,mckintteea.com
8' uJ CATE VALVE Nls?
8' 90' MJ BEND BORE AND JACK 90 LF 16'

8'x6' MJ TEE STEEL DIAMETER ENCASED PIPE
(MIN 0.250' WALL THICKNESS)
FIRE HYDRANT ASSEMBLY W/ 90 LF 8' SDR-21 PVC
CARRIER PIPE
BORE AND JACK 30 LF 16' STEEL [ssTNC
ENCASEMENT PIPE (MIN 0.25'
WALL THICKNESS) W/ 30
F 8'
'
' MWR-T AtsYxar
Istc "°" ' "° 71
O L
uJ TEE FILE
8
x6
HYDRANT ASSEMBLY EXISTING FIBER OPTIC CABLE. PVC SDR-21 CARRIER PIPE
' - - - - LA -
rn?
+
Ln EXISTING FIBER OPTIC CABLE. 6' OFF
SEE NOTES 1 AND 2 22 1/2' BEND SEE NOTES I AND 2.
OFF 8
6'
AS RE
R
- rnI
__ - - - --
N . EDP (uIN.) (
QUI
ED)
_ r _ -
EOP (MIN ?C

-- -- --
-
- -
- _
--
?
'
tnW _
?-
_
_...,
-r
- - - ___ ---
8
90'uJJYJ+<
-- - F - - 7FrwAR9?- I:

WS ---------

ZN
-- -------- - - - ------
--- -----
---- -- -------------^--- _

_ _ _ _------
-------------- _ _ _ _ _ _ _ -------- ---- _?
------------
----
a ----------------
• • • _ • • • • • • • . •
?'
'

n
rn

?

- - - - - - - - - - - - - - - - -
•? _
?••?'?
? OVM w1wG PMT
- - - - - - - - - - - -
=W f--- - -it/-- --- -------- --__,n ____----- .n -- ----r» - -?? 8'x6'MJTEE
'
QO
U
f-
Q 6 EXISTING UNDERGROUND 8' PVCWR-21WA11?i

UTILITIES. SEE NOTES 1 AND 2 6
uJ CATE VALVE
(I) 11.25' MJ BEND k
P'G5?
. G PYC MR-21 WAS

65 LF PERENNIAL

STREAM IMPACT

NOTES
1. CONTRACTOR TO VERIFY SZE• DEPTH, MATERIAL AND LOCATION
FOR ALL UNDERGROUND UTILITIES PRIOR TO THE START OF
CONSTRUCTION.
2. THE UNDERGROUND UTILITIES INDICATED DY THE PLANS HAVE BEEN
8 o TAKEN FROM INFORMATION MADE AVAILABLE FROM THE VARIOUS
n UTILITY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL
E%ISTINC UNDERGROUND UTILITIES AND CABLES. THE CONTRACTOR
(3?1 r"a ' 'f1 I t'• I l ??.6 f'+ IS ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES AND
?x I. L?.: i + ) `•' ?61 CABLES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS,
L PLEASE BE ADVISED THAT THE UNDERGROUND UTILITIES AND
CABLES COULD
NTH THE WATER MAIN
i W } 1 AS SHOWN. THE CONFLICT
O N RTW ILL WORK WITH THE CONTRACTORCONSTRUCTION
TO
`!?•v • •? 2U V? REALIGN THE WATER MAINS AND APPURTENANCES TO MINIMIZE
8 pPR CONFLICTS. THE OWNER WLL NOT CONSIDER REQUEST FOR
I ADDITIONAL COMPENSATION DUE TO THE PRESENCE OF
UTILITIES AND CABLES THAT ARE NOT SHOWN ON
'AI ,TrP• CUrlti? I LH CCOON LICT PLANS.
WTL,3. ALL PVC PIPE SHALL BE SOR-21, CLASS 200. ALL DUCTILE IRON
PIPE (DI) SHALL BE CLASS 50.
1;,cT11'
MA SEEISHEET AC56 00
8'x6' MJ TEE FIRE HYDRANT
s
ASSEMBLY W/ 8' CATE VALVE
6' PYC 608-21 WATER
s 2 6' 45- I EXISTING FIBER OPTIC CABLE.
MJ BENDS I SEE NOTES I AND 2.
I DRY BORE AND JACK 30 Li 6' Of I O 6' 90' MJ I CLASS 50 UNDER UNDER SR 1563 EXISTING UNDERGROUND SEXISTING EE NOTES 1 I D
BEND OT ES O OPTIC CABLE. >
O UTILITIES. SEE NOTES T AND 2. (2) 8' 45' MJ BENDS (2) 8' 15' MJ BENDS
AND 2.
i + -- --h - --------- ------------------ -- --- ?~ -- ------ - ------- =
-= DRSTNDww_
"tW _ _ _ --_? -__=--v- sE _ - --------- -------- -- rn=
4:c - - - -E - - ' - - - - - -SR-15W- SLOOP ( AOP Z
N
F'l
-- ----- ---? - __ s = _ _ _ __ _ ---- ---
6, ----}------- ------ rh_? 0
z ZI
r -u)V--- 6 L
OFF
S J 8'x6' MJ TEE W/ EDP EXISTING UNDERGROUND (")
. ,
W (MIN.) o$TND w w EDP (MIN.) [l1$TYID W
IOU 6' CAIE VALVE UTILITIES. SEE NOTES 1 AND 2. CHECK k ocaar (2) 8' DS' Os
v
s V N Y MJ BENDS (2) 8' t5' +
DAM (TT4.)
1 Q 10 AswKr (t) 45' BENDS INSTALL
MJ BENDS O WATER ' Y V EXISTINGIL15 uRCPS'SE END OF CROSSING BY OPEN CUT I I O
ir Pm -zi WATER CROSSING BY OPEN CUT I 1 CROSSING DETAIL 'A . SHEET 01,
I 8'x2' TAPPING SADDLE W/
} 2' CATE VALVE & 2' PLUG
5 LF INTERMITTENT J I GHEGKDAM
STREAM IMPACT 5
N?
30 LF INTERMITTENT
_...:._.
STREAM IMPACT 505010
SCALE 1'•SO' (HOrii.)
(APPROXIMATE)
;? Yk ® DATE: 19 Al w SCALE
?r PENDER COUNTY 8" PVC WATER LINE ?ERRa?-DS.:-?'
DRAIN LYN R••f n••.pl
&CREM I' HDazarK
243 North Front Street ?... PHASE V SR 1563 SLOOP POINT LOOP OCg°KD A. '•''° 1?/?W
CNCMD ANB 1CRWCAL' C16
NOTE$
I. CONTRACTOR TO VERIFY Siff, DEPTH. MATERIAL AND LOCATION .
FOR ALL UNDERGROUND UTILITIES PRIOR TO THE START OF
I

I
CONSTRUCTION.
I
2. THE L94DERO20UND UTILITIES INDICATED ON THE PLANS HAVE BEEN
I TAKEN FROM INFORMATION MADE AVAILABLE FROM THE VARIOUS
I UTILITY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL N
EMSTNG UNDERGROUND UTILITIES AND CABLES. THE CONTRACTOR Qgy
4 AONSED THAT ADDITIONAL UNDERGROUND UTILITIES AND n
CABLES MAY E11ST WHICH ARE NOT SHOWN ON THE PLANS.
PLEASE BE ADMSED THAT THE UNDERGROUND UTILITIES AND
CABLES COULD CONFLICT MM THE WATEq MAN CONSTRUCTION
AS SHOWN. THE OWNER WILL WORK YJTH THE CONTRACTOR TO
REALIGN THE WATER MANS AND APPUR TrNANCES TO MINIMIZE
CONFLICTS. THE OWNER WALL NOT CONSIDER REODIEST FOR
ADOTIONAL COMPENSATION DUE TO THE PRESENCE OF
CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON
THE PLANS.
O ALL PVC PIPE SHALL BE SDR-21. CLASS 200 ALL DUCTILE NON
PIPE (O) SHALL BE CLASS 50
i
EESTING FIBER OPTIC CABLE. EmTING UNDERGROUND
IMO SEE NOTES I AND 2. UTILITIES. 5[E NOTES 1 AND 2. SILT FENCE 0'l'
\W _ , 1^n ?? 5c?

9CYJ?ldY1P-- _t _ roa _
--------- _ -?f A

nW a
.._J___ C Z
Y
I5?I w
7 OFF

OFF

G
_

a Av
- +
E
2W CIaSTNG IRFJERGR0UN0 EDP (MIN.) OP (MN.)
N UTILITIES
SEE NOTES 1 AND 2 N
?
.
.
'
'
',Q S P1C EE)R•21 WATER (2) a
45
(2) 6• 45' Ml BENDS
MJ BENDS CROSSING BY (W) 15'
" OPEN CUT LINE IN A
W/12-
SEE CROS
j BEET 01.
f OUTSIDE
CONSTRUCTION
-LIMITS
i

?
120' 0 120' 240'
I y0
r
K
SCALE: 1"= 120 (Hori

C7 (APPROXIMATE)
?
D
E>oSTNG UNDERCROND
UtUTES SEE NOTES 1 AND 2.
APR

F ` \
J
e
\?
• EVSTING UNDERGROUND

UTILITIES, SCE N01E51 AND 2.
??F C?'?R•Ylri,
'
\
J ?
`ate FIRE
\ HYDRANT ASSEMBLY
?
_ ??y?. W.•
`
J
[1p ? ` \ I ELSTNG FIBER OPTIC CABLE. _
SILT
I 6?
FENCE SEE NOTES I AND 22.
` ?.r?`•rrr °<
a' /' FJJ.`9
=
`
6 OFT
Top (WIN.) (y X0

J _ _ _ _ +++?

BORE AND JACK 40 OF 16' ?=r_a_ -
_ _ -
-_ CoLTIES UNIDERGROUND
- -Ah UTILITIES. SEE NOTES CS I
AND i.
_
_
$TER ENCASEMENT SEEM SEYENT PIPE (WIN.
-SR
I
0.25• WALL THICKNESS) W/ ILO
-S63 ?- EDP (WIN.)
• ;ALL
`
OF a
$GR-It CARRIER PANE
=_\ OGRE AND JACK 40 LF 16' \ \ \
"

CHECK
E)aSTNG LNXRCtONO (2
a• 45' M
' STEEL ENCASEMENT PIPE (NN.
0.25" WALL
?0 \
2
E
S
`
`
)
J BETAS
DAM (TYP.)
(W) 45' BENDS INSTALL a' UIIUTIES SEE NOTES I AND 2. (2) W 45' MJ BENDS U S' PVC SOR
I
ARPoCR
C
PANE
N
\
WATER LINE YN. V OFT END OF `
10 LF CHANNEL EIaSTNG 76' CAP. SEE B• PM MFI-21 WATER

' I IMPACT CROSSING DETAIL 'A'. SHEET D1. CROSSING BY OPEN CUT \ \ \

\
1 45 SQ. FT. WETLAND
I
\
I IMPACT

u
WN vNTM&CREED PENDER COUNTY 8" PVC
WATER LINE ;; : F h ll ' ?^ w ...
243 N>Rh r,-t SWSI PHASE V SR 1563 SLOOP POINT LOOP
N°'Rh104a . 26"1 "OG:YRPGNTJTOrSAIL STA. 63+00
Phon.e; . (9 91o)xs-me . rWw (910)251-e252
""? I? "b ••
TO STA. 95+00
A.?OpONIW Lemoeen WATER AND SEWER DISTRICT SINS ...a

'?) rT?
u L=TI
1 2005

N`
cc)
m

1. CONTRACTOR TO VERIFY S¢E DEPTH, MATERIAL AND LOCATION
FOR ALL UNDERGROUND UTILITIES PRIOR TO THE START OF
T
T
ON
CONS
RUC
I
.
2 THE UNOERCROUHD UTILITIES NUCATED ON THE PLANS HAVE BEEN
TAIEN FROM WORWATICN MADE AVAILABLE FROM THE VARIOUS
UTILITY OYNFRS. THIS NFMONATICN IS NOT INCLUSIVE OF ALL
EXISTING UNDERGROUND UTILITIES AND CABLES THE CONTRACTOR
IS ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES AND
CASES MAY DUST WACH ARE NOT SHOWN ON THE PLANS
PLED BE ADVISED THAT THE UNDERGROUND UTILITIES AND
CABLES CHILD CONFLICT NTH THE WATER MANN CONSTRUCTION
AS SHOPM. 1HE OWNER WILL WORK NTH THE CONTRACTOR TO
REALIGN THE WATER MAINS AND APPURTENANCES TO MINIMIZE
CONFLICTS. THE OWNER WILL NOT CONSIDER REQUEST FOR
ADDITIONAL COMPENSATION DUE TO THE PRESENCE OF
COFTICTNG UTILITIES AND CABLES THAT ARE NOT SHOWN ON
THE PLANS
a ALL PVC PPE SHAD. BE SDR-21. MASS 200. ALL DUCTILE IRON
PPE (M) SHALL BE MASS 50.
EXISTING FIBER OPTIC CABLE
es+e
SEE NOTES 1 AND 2 o
e
eAMLL2

----
C OFF

T ECP
W ELITES RE NOTES
AD 2
8' PYC =Fm WAT61 e
?N xam ew MIS
r
? SILT FENCE AS REOLOZED FOR
DIRECTIONAL DW.LL OPERATION (TYP)
SUM D?NECTIO NAL DRILL I
6' HDPE S 9
UNDER
CPROrlEts PROVIom FOR THIS
C
TRACTOR SIWL MAKE ALL SUBMI Flo- um
T?TNG A TTg OBLF
R TO
L BE
TO
NGS
DRILL
SILT FENCE AS REQUIRED FOR
DIRECTIONAL DRILL OPERATION (TYP)
OW

BORE AND JAMS 70 LF 16'
STEEL ENCASEMENT PPE (TOLL
0.25' WALL TTIMQESS) W/ 70
LF V PVC SDR-21 CAM" PPE _ _I?•
I
1
I
I
? I
I I
I
I I
I
I I I
1 I I
C14ECK IAA (TYP)
DIRECTIONAL DRILL -
NO IMPACTS
/ 4
EXISTNG FIBER OPTIC CAME
SEE NOTES 1 AND 2
_ -? - - - -- - - - - - - -? _ DaSMG UNDERGROUND
UTLTES SEE NOTES 1 AD 2
+
r _-
e
tn
t
j W (2) 6' 45' MJ BENDS
11 (2) V 43' MJ BENDS a
C ? ?-
1
I
rN CROSSING BY OPEN CUT
J

G
? I
? N
N

l
e' FM=I M WATIM U
1 u
1
I
?1 11
I
I
n
I
n
n
I nl
1 n 1

n
I
1 I
N
?
n
1
I
M
1
I I

Iwl
6'X4' MJ TEE
B' CATE VALVE
4' GATE VALVE
CO - -
`6'X6' uJ TEE W/
FIRE HYDRANT ASSEMBLY
EYISTNG FIBER OPTIC CAME D4
SEE NOTES 1 AND L rno
I
N
U1 -N
m'
T- A
E (MIL) EXISTING INDERMtOtND ?+
UnU7.ES UWX NOTES 1 At0 z (R
0
APR
C H
BORE AND JACK 60 LF 16'
ir-
STEEL ENCASEMENT RIPE (MIN.
0.25- WALL THICKNESS) W/ 60 'p
IF 6' PVC SIR-21 CARRIER PPE AT FENCE NC
EMS11NG FIBER OPTIC CABLE ?nl
SEE NOTES I AND 2 N
- - - - ? L 0
- -Z, a ;;t _ z_ 1-
Eop (m) D TYP )
(2) 4' 90' MJ BENDS
DnING UNDERGROUND S FM ElOtl-21 WATBi
UTILITIES. SEE NOTES 1 AND 2
MATCHUNE STA. 2+00
SEE SHEET C62
¢L rK
?NMM&CR= PENDE UNW 8" PVC WATER LINE
243 Noth Front Street PHASE V SR 1563 SLOOP POINT LOOP
^"?« North Carolina 28401 ROCKY P=/TOPSAIL STA. 126+00 TO STA. 157+00
Phone: [phone] . Fax [phone]
AA0002MY EMOOMM WATER AND SEWER DUMCT
eno.Aa b!! ?wJAww..A ..w
O?
- e ?
(4) 45' BENDS INSTAL 6' WATER
LINE UNDER EXSTING IS- RCP W/
1Y VERTICAL SEPARATION. SEE
CROSSING DETAL 'A'.
w 0 5C 100'
~,^ 1'.= (Hxa)
(APPROXIMATE)
SCARE . e ne ues
DAM 19 Ae 04
A: O.?
pUMll ILL MlMZartw •r•.na
RE7gm Ave C ECKM ATE V01NCH: V IJ
PROI M01. A•e MA
STAN4
IN

CROSSNC BY
CPEN CUT
.6' MJ TEE
/ FIRE HYDRANT
n /

NOTES

1. CONTRACTOR TO VERIFY SIZE. DEPTH. MATERIAL AND LOCATION
r
-(2) 8' 45' YJ BENDS FOR ALL UNDERGROUND UTILITIES PRIOR TO THE START OF
CONSTRUCTION.

2. THE UNDER(ROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN I
TAKEN FROM INFORMATION MADE AVAILABLE FROM THE VARIOUS
?(2) 8' 45' MJ BENDS UTUTY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL I
UTILITIES
AND
CABLES. THE CONTRACTOR
R
G
IS ABW
N THAT THAT AppTONAL UNDERGROUND UTILITIES AND
ADVISED ADDITIONAL
CABLES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS N
Z PLEASE BE AOYSED THAT THE UNDERGROUND UTILITIES AND 1
??` `\ CABLES COLILO CONFLICT MM THE WATER MAN CONSTRUCTION AS -OWN
Y
La :_pm mn-v WATM
2
Q

11
. THE OWNER WILL WORN WITH THE CONTRACTOR TO 1
REALIGN THE WATER MAINS WILL AND APPURTENANCES ST MINIMIZE BEGIN DIRECTIONAL
CONFLICTS. E CO OWNER R MALL NOT CONSIDER EE FOR
` ADDITIONAL COMPENSATION WE TO THE PRESENCE O OF
T
CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON
` \ HE PLAN& ?ANS DRILL - NO IMPACTS -'!-
3. ALL PVC PPE SHALL BE soR-21, CLASS 200. ALL DUCTILE NON
` . PIPE (DI) SHALL BE CLASS 50.
EXISTING ENOTE
? ` . uTUnE i SEE SEE NOTE I AND 2.
I
EDP (YIN.) 6' 45' MJ BEND
EXISTING FIBER OPTIC CABLE BORE AND JACK 35 if 16' STEEL
SEE NOTE I AND 2. ENCASED PPE (MIN 0.25' WALL 6. 9D' YJ BEND
EASING UNDERGROUND THICKNESS) W/ 35 LF 8' PVC
SDR-21 CARRIER PIPE (I) 6' 22.5' /
UTILITIES SEE NOTE 1 AND 2. UJ BEND A
8' 45' YJ BEND Uy,„IFI.y? ^II e?e= /
8' 221/2' YJ BEND _
BORE AND JACK 50 Lf 1- !
STE0. ENCASED PIPE (MN
- 0.25' WALL THICKNESS)
50 Lf 6' PVC SDR-21
CARRIER PPE P 6'.6' MJ TEE
6' CATE VALVE
6' 90' YJ BEND 6' UiE VALVE 1
/ •
3d S 0. F T'.""5' MJ BENDS
WETLAND IMPACT \1
MAT
See S'?CET
END DIRECTIONAL
DRILL - NO IMPACTS
C M MR-Z WATM UW
U 11 S. EN --'?-
0 2.
-- _-X156}-6EOOP?f3NTf?--------
?{''(( ?1 (?,J y A.t f .c rus • EXISTING UNDERCROUIm
UTUTIES SEE NOTE I AND 2.
1 J) J ( 1_L1 _ A_ MvAcr.rwcmaf
2
6' OFT-
EDP (MIN.)
IK wK

v?

243 Nath Frcat Street
Wilmin
t
N
th C
ll
g
on,
or
oro
a 28401
Phase: [phone] . Far (910)251-82S
AA0002s61 E900066"
a N 0"S
_ , .
K.n,mcY:nneedcan

6' OFT n ?
EDP ( S?
l? E
\
c
jl N AND 2.
J -. \`?L It 7Yl)LtAt(T?lS6E48LY
c 2Z cc.-
c PVC MR-21 WATM LPE p fa
A
EXISTING UNDERGROUND
UTtUnES SEE NOTE 1 AND 2.
6' OFF
EDP (WIN.)
--- ----- --------
R 1 2005
I W_TL,,,
4"?J r,? ?? ?Tl„',I, QLTM! (+ F
MATCHLINE STA. 2+00 VPYCMR-21WATER U
SEE SHEET C68
BORE AND JACK 65 LF 12' STEEL 8'.4' MJ TEE
ENCASEMENT PPE (WIN. 0.25' B' CATE VALVE
WALL THICKNESS) W/ 65 Li' 8' 4' LATE VALVE
PVC SDR-21 CARRIER PIPE
(2) 6' A'
(2) 8' 45' MJ BENDS / I V MJ BENDS D
--? -- " Ln
m=
__ mZ
_ -co--R/W- - - - I?r+t
mLn
- _ `EnSTNG F8(R OPTIC CABIE _ _ _ _ C)J
SEE NOTE I AND 2. NO
?O
BORE AND JACK 65 LF 12' STEEL 6'.6' YJ TEE +
ENCASEMENT PIPE (WIN. 0.25' FIRE HYDRANT ASSEMBLY O
WALL THICKNESS) W/ 65 LF 6' O
PVC SDR-21 CARRIER PIPE 6' 90' MJ BEND
6' GATE VALVE
N 50' 0 50' 100'
SCALE: 1'.50' (Haiz.)
(APPROXIMATE)
PENDER COUNW 8" PVC WATER LINE DMA-- lM6
W020MT.K: "ui •rP
"
PHASEV SR 1563 SLOOP POINT LOOP oc"
2 ROCKY PONTITCPSAIL STA. 157+00 TO STA. 178+50 Ppol k A" C20
WATER AND SEWER DBTPoCT SR 1561 SLOOP POINT RD 61.A K?
STA 178+50 TO STA 189
+00
v
M
N
O
O
N
7
M
9
0
[C
a
0
0
J
u2
N
UI
J
4
A
a
z
LL
T
m
ca
m
m
L
a
m
0
N
0)
r,
N
3
U
W
N
8 8 1
I 1
I
R' I I I a
I I
1
I ? I
I
I
8'.6' MJ TEE W/ E%ISTING UNDERGROUND
FlRE HYDRANT A$$EWBL7
________________
I / UPUPES SEE NOTE 1 AND 2

O

EXISTINC UNDERGROUND _

.w _ _
-__ ______

ZWA [ o
I1 En1
-/_-'-
+
010
mN UTILITIES. SEE NOTE I AND 2

_ _ _ _ _ _ _ _ _ _ _ -

_? _ ___- 1'? - -

"`
INC FIBER C CABLE. - - _ -

•
T
N;- 2

FlT
_
SEE
NOTE I AND 2 6
A
OF

nL'
111` EDP (MIN.)

BENDS 1
AS'
(A(
---

N ---- - ??-
NEMI-
WATER
U
5

W

EDP (WIN.)
EXISTING FIBER OPTIC CABLE

N) 45' BENDS INSTALL 8'
SL NCE
/yy?, END a< EFlSTNC
15'
RCP. $[[ CROSSING
'
'
U) .
SEE NOTE I AND 7 WAS wAT[fl LINE YIN. 5' OFF
ENO OF EASIING IS' RCP, / '1
l! DETAIL
A
. 91CEf 01.
SHEET CROSSING DETAIL •A•.
01. 1,900 SQ. FT.
1. CONTRACTOR TO KMET SIZE. DEPTH. MATERIAL AND LOCATtpI WETLAND IMPACT
F??TION. p UTILITIES PRIOR 1D THE START OF
41 LF PERENNIAL
2. TTAAKEUNDERGROUND UTIUTX FROM NFORMATION WADE VA?(1$E FROM THE VAARIOUS "
UTILITY OWNERS
THIS KORMATION IS NOT INCLUSIVE ON I STREAM IMPACT
722 SQ
FT
.
LL
VOSTNC UNDERGRONO UTILITIES AND CABLES THE CONTRACTOR
IS ADVISED THAT ADDITIONAL IMDERCROJND UTILITIES AND .
.
WETLAND IMPACT
PLEASE BE AO rSSTO ? THAT THAE NOT E U DE- OWN ON Un"EUIi AND " 24 LF INTERMITTENT
AS SHOWN. ME OW4CR CONFLICT WLL MWOORTHE K WATER TTIE MAIN CON CONSTRUCTION
' TO

STREAM IMPACT
REALIGN THE WATER MAINS AND APPURTENANCES TO MINIMIZE
CONTUCTS. THE OWNER WILL NOT CONSIDER REOIEST FOR
ADDITIONAL COMPENSATION DEC TO THE PRESENCE Or
CONIUCTNC UTUTIES AND CABLES THAT ARE NOT SHOWN ON
THE PLANS
1 ALL PNC PPE SHALL BE SDR-21. CLASS 200. ALL DUCTILE NCR
PIPE (O) SHALL BE CLASS 50.

8 8
8
o ?
F
a
8'.6' WJ TEE W/
FIRE HYDRANT ASSEMBLY

? E)JSTING UNDERGROND
- - UTILITIES. SEE NOTES I AND 2.

N - --_-_--_
- ? 1
_J - -
_ _ - - ___ _
_? _

O
- __-__-
C'4 rl
-
-----? f _-- O
(M

O -?_--
FASTING UNDERGROUND
UTUTIES. SEE NOTES I AND!- _'-
?-
------- EDP
IN
LIW
W2
O
-- ---
-?-
?
-- - '-- ---" 57 SQ
FT y
NW
L I ---- ,_--- - -"
_
_
-
------ 6 0,
- .
.
WETLANDS IMPACT ?
e
e=
tiN - - _---
--- - ?? _-- ? ? ? ? EOP (Inn.) Eu50NG FIBER OPTIC CABLE.
SE NOBS 1 AND 2

NV) __
-
_ I?-
_
c - - .

s

1 31 LF INTERMITTENT
i11, ?O STREAM IMPACT
848 SO. FT.
WETLANDS IMPACT
55 LF PERENNIAL
STREAM IMPACT 120' 0 120' 240' --? 0`
D? T,

W h
SCALE. 1"=
120' (Horiz.) Il
PACT
(APPROXIMATE)
APR 1 (
0
RMIT ENT
ACT

`
? a2 wua
SCALE
PENDERCOUNTY "
v 8
PVC WATER LINE a-
O-E-
1

2
43 Na16 hat St-t PHASE V SR 1561 SLOOP POINT ROAD
N

.
Ph ' 9 9'
Pn
10
113
1I ROCKY PM/TOPSAL STA 189+00 TO STA
220
50 M0
b A
anr. (04
)
-
. , foc (810)251-8:82
OU Fax . .
+ A
WATER AND SEWER DISTRICT

•W90N6
mct:nand.- SIAn2 W,e.

?I
11
i P R.,•H

o
} N
O.,
NU
A^
?
V1W _
y ' \ 4
' \yQ
z EIDSTNG UNDERGROUND
UlUnti SCE NOTES I AND 2
.

` 0' Pvc 8DW21 WAT (A) 45• BENDS INSTALL B' MATER
'

e' OFT ENE UNDER EMSTNG 15
RCP N/
12' VERTICAL SEPARATION. SEE
EDP (1611N.) CROSSING DETAIL W. SHEET DI.
(2) B' IS• YJ BENDS ---"?-
aEa
DAL (rro.)
R

A

\ -- -'--

- Sl
E)OSTING FIBER
SEE SEE NOT OPTIC CABLE. Brm
? IF
NOTES S I AND 2
.
13 p P rMr ` _ _ ?
- ° -- -?
27 LF I
------ --
PERENNIAL '
'
•
STREAM ?.N4n 45
MJ DEMOS
I (2) B
CROSSING BY OPEN CUT DAM (rro )
IMPACT I
,
'
I

1 ,
r l
x
a
0
0
0
m
N
O
N EMSTINC UNDERGROUND
+ UNITES SEE NOTES I AND I. -
2 _-Mil IB
w2 ?- ----- -- -?? --?--
zI- e arT "` ,? L
JW YU TEE w/ EDP (WIN.)
u
CAB([. uv) FIRE HYDRANT ASSEMBLY Yr
C PRC SOFI-21 W'ATM LN
120' 0 120' 240'
SCALE: 111=120' (Horiz.)
(APPROXIMATE)
3
N
A rE ?=? ((?' '"? -s

4
- VaSTING UNDERGROUND
- -- - -- - -- - _ _ UTILI TES SEE NOTES I AND 2.
___________==----__ -...v.---=-------_-
SMi ?tea?PONT-Rean_---__---'_--_-_-_-_-
n2C CANAL. - - - - - - - - - - - L - - - -
e (2) T AS' (2) B' AS' W BENDS Tt??-SEFNOTEFSIBERAND
E
Y YI BENDS I Y R
I I CROSSING BY OPEN CUT
I CONTRACTOR TO VERIFY SIE, DEPTH. MATERIAL AND LOCATION )Sf
FOR ALL UNDERGROUND UTILITIES PRIOR 10 THE START OF
CONSTRUCTION.
91 2. CO L0DERCROJNO UTILITIES INOICATEO ON THE PLANS HAVE BEEN
OiY
TAKEN FROM IKAnON MADE AVAILABLE FROM THE VARIOUS
I I UTILITY OWNERS THIS INFORMATION IS NOT INCLUSIVE OF ALL
EMSTNG UNDERGROUND UTUTES AND CABLES ME CONTRACTOR
I 6 ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES AND
CABLES MAY EXrST WHICH ARE NOT SHOWN ON THE PLANS
PLEASE BE ADMSED THAT THE UNDERGROUND UTILITIES AND
CABLES COULD CONFLICT MM RILE MATER MAIN CONSTRUCTION
AS SHOWN. THE OIWIER WILL WORK MM THE CONTRACTOR 10
(REALIGN THE MATER MANS AND APPURTENANCES TO LKHN2E
CONFLICTS. THE OWNER WILL NOT CONSIDER REOUEST FOR
I I ADDITIONAL COMPENSATION DUE 10 THE PRESENCE or
CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON
THE PLANS
3. ALL PVC PPE SHALL BE SDR-21, CLASS 200. ALL DUCTILE WON
PPE (O) SHALL BE CLASS 50.
D
m rl1
F^N D
TIN
NN
UN
O
O
wrt? IN a. P SCALE
? .Aa . var-oaf
avo<o ..e I•.IIp'
A?o? wa. ..W NA lUr
Sr.ryS am

D
EMSTING UNDERGROUND - - mS _,
UTILITIES. SEE NOTES I AND 2. -

In -4

?
- _4u
rn
_
- EIDSRNG FIBER OPTIC CABLE. +
- 6' OFF SEE NOTES I AND 2. N

Q
EDP (%m)
P MI O
5
4

NV 6' 45' NJ BENDS
NU
w2
2? -
/
UVWi EDP (MN. )
-BORE AND JACK 60 LF 16' STEEL
ENCASEMENT PIPE (MIN. 0.25'
- wALl THICKNESS) r/ 60 Lr e' ns wG BNDEaG ou D - - - -
RVC SOR-21 CARRIER PIPE UTILITIES, SEE NOTES I AND I.
Ati D
mZ
1 -- -- - --- ---- -- --- - mC
SR-rGt 6LWf3FfC li RBItD Inm
- - - 1- -6Q-/- -
- - Z
MIA
Y NJ
1 6' OFF
J • EOP (MN.) W PYC 80R•21 WATER
I 6' 225' NJ SENDS
1 ( (2) 6' 45' MI BENDS
1 ) I
x
A.
a
N
IN
n
In
0
0
----- ----- ----
w 6 - y. - -min
n511N0 n R OPRC CA(AE.
SEE NOTE S I AND 2. COP (MIN.)
`aEa N
V m
•6'.6' NJ TEE DAN (rrP.) V rn 808-21 WATER +

FIRE HYDRANT stvelr (p .s' BENDS NsrAU e' WATER o
O
ENE YIN. 5' OTT END OF EXISTING
•6'A' NJ TEE 15' RCP- SEE CROSSING DETAIL
'A'. SHEET 01.

?y
531 SQ. FT.
WETLAND IMPACT
U? U?U
2 Z
cc -?
?PR 12005
P?cTI??','^bbbbbb ?+I..f,G?!^!_ITY
Il1r???Jl?.',I il L:?l.? Nw4
NOTES
1. CONTRACTOR TO %CWY SZE. DEPTH. MATERIAL AND LOCATION
FOR ALL UNDERCROLNO UTILITIES PRIOR TO THE START OF
CONSTRUCTION.
2. 7NE UQEROROUTA) UTILITIES INDICATED ON THE BANS HAVE BEEN
TAKEN IRON INFORMATION MADE AVAILABLE FROM THE VARMS
UTILITY OWNERS. THIS INFORMATION IS NOT NCLLlSI%t OF ALL
EnSTNC UIOERORaMO UTILITIES AND CABLES THE CONTRACTOR
IS AOMSEO THAT ADDITIONAL UOERCROUND UTILITIES AND
CABLES MAY EIDST'"C" ARE NOT SHOWN ON THE PLANS
PLEASE BE AONSIA THAT THE UNDERGROUND UTILITIES AND
CABLES CORD CONFLICT WrH THE WATER MAIN CONSTRUCTION
AS SHOWN. THE OWNER NLL WORK WTI THE CONTRACTOR TO
REALIGN THE WATER MANS AND APryNTENANCE$ TO MW~ZE
CONFLICTS THE OWNER WILL NOT CONSIDER PEOLEST FOR
ADDITIONAL COMPENSATION DUE TO THE PRESENCE OF
CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON
THE PLANS
3. ALL PVC PPE SMALL BE SDR-21. CLASS 200. ALL DUCTILE RON
PIPE (DI) SHALL BE CLASS 5O
u u 46,

MICK &CREED PENDER COUNTY
v

NJ Ism frRnl SN..R PHASE V
W

343
(91
w
9
Pt
'
910
J
8
ROCKY POIYTITOPSAL
)
- .:
qoc (
OA604
(
. P
)
-
[phone]
M WATER AND SEWER DISTRICT
e Nvas ....mckinaeee co,.
120' 0 120' 240'
SCALE: 1"=120' (Horiz.)
(APPROXIMATE)
aR. n u a SCALE
aA.N Ww NxTala ,,,,..
8" PVC WATER LINE
SR 1561 SLOOP POINT ROAD
n
STA. 252+00 TO STA. 261+00«
SINS am
O
O
NN
U
NW
I
U

N
6' OR

- -_ ` - 6' OFF
_ C PVC WH 21 wA16i L!E EATSTNG UNDERCROUNO UTILITIES
OPP (MIN) p >
CA 'o
?E
SEE NOTES I AND2 mm

m
--- ------ -- -- i
EXISTING UNOERFRO ND UTILITIES ` - - __
` ! _
- .-- _ - - - --" - "'E- - Ne
_ -
SEE NOTES I AND 2 _ _ _ i

U1

0
0
x
-L 5
165 SQ. FTA
KIETLAND IMPACT
27 LF PERENNIAL
N
m
0
0
N
0
ti(

Tq ?
11
,.?,a 00
STREAM IMPACT
9
6' OFF /
GLCN DAL OP (MN. r
(typ) I r / r
6' OFF 5INSTALL *OFT IS Lr. 6' PVC SDR-21 ELt V
?ca (?+) s' aF END OF a EnsnRRc Ae' STEEL
SCE CROSSING DETAIL V. SHEET DI.
t M
A r / I
?A' EbSRNG UNDERGROUND UTILITIES
a ` SEE NOTES I AND 2
\ \ r PVC eoR 21 wAtH1(tE /
` \ p (2) 6- AS' / MJ BENDS
EIISTNG UNDERGROUND UTILITIES
SEE NOTES 1 AND 2 - \ ` \ r

4*
12b'
l
APR i 2005
"cTLN,",'3f ..+Y I'C4
NOTF
1. CONTRACTOR 10 VERIFY SUL DEPTH. MATERIAL AND LOCATION
FOR ALL IRAERCROUND UTILITIES PRIOR TO THE START OF
CasmucnON.
2. THE UNDERCROUNO UTILITIES INDICATED ON TIC PLANS NAIL BEEN
TAKEN FROM (FORMATION MADE AVAILABLE FROM THE VARIOUS
UTILITY OWNERS. THIS INFORMATION IS NOT NCLU9VE OF ALL
E>a$TNG UNDERGROUND UTILITIES AND CABLES. THE CONTRACTOR
IS ADVISED THAT ADDITIONAL UNDERGROUND UTUTIES AND
CABLES MAY ENST WHICH ARE NOT SHOWN ON THE PLANS
PLEASE BE ADVISED THAT THE UNDERGROUND UTILITIES AND
CABLES CORD CONFLICT WITH THE WATER MAN CONSTRUCTOR
AS SHOWN. THE OWNER WILL WORK NTH THE CONTRACTOR TO
REAUGR THE WATER MANS AND APPLARTENANCCS to MNCIW2E
CONFLICTS. THE OWNER RL NOT CONSIDER REQUEST FOR
ADDITIONAL COMPENSATOR DIE To THE PRESENCE OF
CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN UV
TIE RATS.
3. ALL PVC PIPE SHALL BE SDR-21, CLASS 200. ALL DUCTILE IRON
PIPE (DI) SHALL BE CLASS 70.
0 120' 240' 1
SCALE: 1"=120' (Horiz.)
(APPROXIMATE)
LAIC n u a KALE "A
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IMaAN IN MIALpIFAL:
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MOT. WPC. Ab WA
SIINi •w

D 1 7 N
2,508 SQ. FT. 295 LF PERENNIAL \
WETLAND IMPACT STREAM IMPACT ?c
INSTALL 20 O• e' 01. CLASS SO PPE
CENTERED OVER 21' M/ NR.
RCP
12' VERT. SEPARATIO
N. SEE

p --------
' CROSSNO OETAL'C' SHEET DI.
6
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SEE NOTES 1 AND i O
a
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20 LF PERENNIAL
D
696 LF PERENNIAL STREAM IMPACT
STREAM IMPACT APR 1 2005
IATU1 20 . a• PVC Son-21 1'.cTLh;?S??;T S T Qiit':'I,'tiTcR €3E5i?4
.? N'A18i PIPE 7 ENO O EXISTING le'
RCP, CROSSING DETAIL W.
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- - - - - - - - - - - - - - - - - - - -
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SEE NOT LE
SI OPTIC CAB
SCE NOTES T AND 2 HORS
1. CONTRACTOR TO VEWFY SZE. DEPAL MATERIAL AND LOCATION
FOR ALL UHOERCROAN UTILITIES PRIOR TO THE START OF
CONSTRICTION.
2. TALE IAi1ERO2QNp UTIITES NNINAI[0 ON THE PLANS HAVE BEEN
TAKEN f•ROM KORYAII011 HIDE AYALABLB FROI TI[ VAR`-S
N UTILITY OWNERS THIS KONIATIOH IS NOT INCLUSIVE O ALL
EXISTING DVIS D THAT UTILITIES AND CABLES
NO U UT CONTRACTOR ADVISED
N
CABLES WAY WHtC ADDITIONAL A1 UI UmNOT OWN5 AAND
ABUS MAY EXIST THE HOT SHOWN
OL ON N THE PUNS.
120 0 120' 240' CABLES BE ADVISED THAT AT THE RGR
THE WATER MN CONS AND
in 9 171 - CABSHO CNtAD CONFLICT MM INS MAZER YAM CTRACTO ON
. .-: . AS SHOWN. TE OWNER WILL MORAL RIM TE CONTRACTOR TO
El - 171 Ell Ell rl REALIGN TE RATER MANS AND APPURTENANCES TO MINIMIZE
CONFLICTS. THE OWNER WILL NOT CONSICEN REOUEST FOR
SCALE: 1 "=120' (Horiz.) ADDITIONAL COLS"SATION OE TO THE PRESENCE OF
CONNCTNG UTIURES AND CABLES THAT ARE NOT SHOWN ON
(APPROXIMATE) 1 I L PCLVC?FPE SAL BE SDR-21. CLASS 2ND ALL OMTLE NON
PPE (D) SHALL BE CUSS 50.
>u
N1[ H AA M SCALE
v FENDER COUHTIF 6" PVC WATER LINE
TIN1ai,W:
243 Npth FrmR SOWN PHASE V SR 1562 UNION BETHEL RD.
R''LN N°° `G`°' ROCKYPONTITOPSAL STA. 3+00 TO STA. 31+00 A" C2
PM- (910)343-104a ,Far [phone] .Wal w1. ..e AA
Mao 7 LINOMII WATER AND SEWER DISTRICT
?a
?P{
20
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APR 1 200
120' 0 120' 240'
r
SCALE: 1"=120' (Horiz.)
(APPROXIMATE)
NOTE
1. CONTRACTOR TO VERIFY SIM DEPTH. MATERIAL AMD LOCATION
FOR ALL IRUERd7W010 UTILITIES PRIOR TO THE STMT OF
CONSTRUCnO`I.
2. THE LRA.ERCRCKM UTILITIES INDICATED ON THE PLANS HAVE BEEN
TAKEN FROM WORMATION MADE AVAILABLE FROM TIE VARIOUS
UTILITY OWNERS. YI$ NFOIRMAnom IS NOT NCLU9VE OF ALL
EIDSTMC 1NOEx01OND UIUTES MO CABLEIUIUITHEE$ ANO
CONTRACTOR
IS AOMSED YAT Ap0111DNAL OUfRUONO
CABLES YAT C>TSi WHICH ARE NOT SHOWN ON THE PLANS.
PLEASE BE AOMSEO THAT THE OIDERCROUNO UTILITIES AND
CABLES COULD CONFLICT WITH THE WATER MAN CONS
iRUCnO1
AS SHOWN. M OTHER ql1 WCRN wY TIE CCNiRACiOIt 10
REALLN THE WATER YAKS MO APPINI[NANCES TO YNN12E
CONFLICTS THE ONNCR M?L NOT CONgpCR REO1CSf FOR
ADOTIONAL COMPENSATICN DUE TO THE PRESENCE OF
CONFLIOTNC UTUTIES AND CABLES THAT ARE NOT SHOWN ON
THE PLANS
I ALL PVCPPE SHALL BE SDR-21. CLASS 200. ALL DUCTILE NON
PIPE (O) SHALL BE CLASS 50.
Wa
v ? PENDpER COUNTY 2" PVC WATER LINE CREM 2.0 N«In F,-t SAKI PHASE V HILLVIEW DR.
Nyln CSOnO 294CI
Plwu: (910)343-10A8.Fax: [phone] ROCKYPOOHTITOPSAL STA. 2+00 TO STA. 15+46
A+°°° °° rNONAN WATER AND SEWER DISTRICT
w M40N5 w.w ClkAnnAM.can

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-
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120' 0 120' 240'
SCALE: 1"=120' (Horiz.)
(APPROXIMATE)
X
C4
O
n
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O
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O
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N
6
6' OFT
COP (MIN.)
i
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131 S0. FT,
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6' 90' NJ SErmS EXISTING uNOCacaau"D
.'
• UTUTES SEE NOTES I ARID 2.
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A
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40 LF 6' Dl. PIPE
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,

M
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'
?
?W -- - - - - - -
- -
_ _ ^' - ?_ I
NOTE
CONTRACTOR TO VERIFY 9ZE. DEPTH. MATERIAL AND LOCATION
,V

- FOR ALL UNDERCRpJNO UTUTIES PRIOR TO THE START OF
CONSTRUCTION,
tiN DE uOEaOtaWm UTUTES INDICATED ON THE PLANS HAVE BEEN

00

(2) 6' GATE VALVES
4V - - f{yYY
-______ (FJt? _ TAKEN FROM W NATION MADE AVAILABLE FROM THE VAPoWS
.'
UTILITY Ow1ERSTWS INFORMATION I$ NOT MQ U9VE OF ALL

W?
6'.6'NJ TEE
!' _
CONTRACTOR AND CABILES

Z
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6' 45
' W S(Mp E76SllIS LRmE NOTES I
6' 90, W BEND UTILITIES. SEE NOTES AND 2.

- - - ?' - - - -- IS
AOMSN IN AT ADDITIONAL ITIOInONAI WOE O ufURES AND
CABLES YAY ?XIST WHICH ARE NOT SHOWN ON THE PLANS
CABLES BE ADVISED THAT IRE ASE ?VI

1INOEROt0UN0 UU
TTIES AND
CABLES COLXD CONFLICT MM THE WATER MAIN CONSTRUCTION
AS SNOW. THE OWNER WALL WORK MM THE CONTRACTOR TO
REALIGN THE WATER MAIN$ ANO APPIWIIENINCES TO MINWWZE
CONFLICTS. THE OWHER WILL NOT CONSIDER REOJCST FOR
ADOIICNAL COMI"SATNIN DUE TO WE PRESENCE OF
CONFLICTING UTUTES AND CABLES THAT ARE NOT SHOW ON
THE PLANS
7. ALL PVC PPE SHALL BE SDR-21, CLASS 200. ALL DUCTILE RO!
PPE (0) SHALL BE CLASS 50.

t2 V ??i
PR 2005
D1
n+.?, 1
m0^ `..,;;uERp,,
mHn ??,4
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0
0

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v
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PENDER COUNTY

"
v
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PVC WATER LINE wNJaTAI
PIA
w
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PHASE v
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awm Ae 1
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OPSAL
Ph- (910).347-1046. F- [phone] / I r°a. we .e N4
°"0MM" TANUDWAM WATER AND SEWER DISTRICT STA
119+00 TO STA
149+00

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I
I
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SEE E NOTES I AND 2 -JI
- GW1A1f1H CLUIDR

IW PVC MR-21 WATER LrEI
UTAJTY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL
EMSTING UNDERGROUND UTILITIES AND CABLES THE CONTRACTOR
IS ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES AND
CABLES MAY EMST WHICH ARE NOT SHOWN ON THE PLANS.
PLEASE BE ADVISED THAT THE UNDERGROUND UTILITIES AND
CABLES COULD CONFLICT WITH THE WATER MAIN CONSTRUCTION
AS SHOWN. THE OWNER WILL WORK WITH THE CONTRACTOR TO
REALIGN THE WATER MANS AND APPURTENANCES TO MINIMIZE
CONFUCTS THE OWNER WILL NOT CONSIDER REOUEST FOR
ADDITIONAL COMPENSATION DUE TO THE PRESENCE OF
CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON
THE PLANS.
I ALL PVC PIPE SHALL BE STIR-21. CLASS 200. ALL DUCTILE IRON
PIPE (01) SHALL BE CLASS 50.
I

EMSTNG FIBER OPTIC CABLE
SILT FENCE SEE NOTES 1 AND 2 - ?d_ -
-A_ -
' OFF
CHECS/DAM (TIP 6
) EOP (MIN.) +
S Y
INSTALL 20 LF. 6' D.I. CLASS 50 PIPE
CENTERED UNDER 24' CUP w/ MIN. 12'
VERT. SEPARATION. SEE CROSSING
DETAIL 'C SHEET DI.
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6' O

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EDP (MIN.)
CHECK DA , T-YP INC
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?In
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- , INSTALL 20 LF. 6' D.I. CLASS 50 PIPE
m V OFF END OF EMSTING 24' CUP.
H
m SEE CROSSING DETAIL 'B' SHEET DI.
GLI
1,012 LF PERENNIAL
STREAM IMPACT
615 SQ. FT. Np
WETLAND IMPACT
55 LF PERENNIAL
STREAM IMPACT
?565£OHNmy-a
A ?OQO K?N12 H
6 S Fr PVC SM-21 WATER LINE
EMSTING FIBER OPTIC CABLE
SEE NOTES 1 AND 2
•- - •• - - 6 OFF
EDP (MINA.
N
L?LLv ? p
u
Rl?
APR 12005
CE'.',R- III TEP QU.U Y
V1 Cnl'J CuJ rL.'' S i C. 1:?„J'?,<rH

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O
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--- - 2)W
W
uj 2:
2
2)
JW
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Q
120' 0 120' 240'
SCALE: 1_-120' (Horit.)
(APPROXIMATE)
A4 Al
• DILL[ Is AA w SCALE ?` iM ru
?MCREED PENDER COUNTY 6" PVC WATER LINE ?"R°°"'
ptAM/ U8 NOIAZONTAL ..-a..aA
243 North Frmt Street _ PHASE V SR 1565 COUNTRY CLUB DR. 0E9CNED ANA RDCA
CHECKEO w4- ICI, North 04A 28401 ROCKY PONVTOPSAIL PRW aRO.A N A? 1(AI EC I
Phmrr (8101343-1104A F- (010)951-R)R) MGa. A-13 NA A J
2. THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN n
CHECK DEAM• TYP TAKEN FROM INFORMATION MADE AVAILABLE FROM THE VARIOUS
UTILITY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL
t/ SILT FENCE EXISTING UNDERGROUND UTILITIES AND CABLES. THE CONTRACTOR
IS ADVISED THAT ADDITIONAL UNDERGROUND UnUTIES AND
? LINEAR CABLES MAY EXIST WHICH THE NOT SHOWN ON THE ED'S
\ ti,, V ?? PLEASE BE ADVISED THAT THE T14E UNDERGROUND UTILITIES
j
452 S Q. FT. CABLLS COULD CONFLICT WITH THE WATER MAIN CONSTRUCTION
/? WETLAND IMPACT RE SHOWN. THE OWNER WILL WORK WITH THE CONTRACTOR TO
REALIGN T TER MAINS \ Z(o CONFLICTS. THEAOWNER WILL NOTACONSIDE NAREEOOUEST FIONRIMIZE
7 V\ \ , EXISTING UNDERGROUND UTILITIES. ADDITIONAL COMPENSATION DUE TO THE PRESENCE OF
(4) 45' uJ KENOS \ \ CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON
r SEE NOTES I AND 2. THE PLANS. 0
INSTALL 20 lF. 6' D.I.
,-? 293 L F PERENNIAL 0. ALL PVC PIPE SHALL BE SOR-21• CLASS 200. ALL DUCTILE IRON In
CLASS 50 PIPE S' OFF EFL ?Y}V\ }
F^V\ G PYC SOfl 21 WATEfT L PPE (D) SHALL BE CLASS 50. d r
OF EXISTING 24' RCP. SEE STREAM IMPACT W
CROSSING DETAIL B _
SHEET DI.
9r -
?' \ \ X \ XISTING UNDERGROUND FACILITIES _ ?_ - - - U In
\' V\ SEE NOTES 1 AND 2 - - =-
\ EXISTING FIBER CABLES I:uj
11 SEE NOTES 0 2. J
1--_ _ W=
lot"
1 ? ? K e
\ ; 1\` BELT! 6' PYC SCA-21 WATM LW caeca ca.'
1 STA. %+X% _ ?' ?:?:::?• • _ L 4 6 6' OFF
° s EDP (MIN.)
PLO
If to
?::_i:::?__?_ $b
l _
1 _ ?-ti - _ 6 PYC SDfl 21 WATER L E
HEADwss \ 1 1 _ ..? _ or oo CHECK DAM (TYP) (4) 45' uJ BENDS
o INSTALL 20 LF. 6" 01. CLASS 50
1 1 ,, h Ar 6' OFF
PIPE 5' OFF END OF EXISTING 15"
DRY BORE AND JACK 1 11 1 1 EDP (MIN.) 1RSILT FENCE RCP. SEE CROSSING DETUI'D'. r)'7
25 lF 6' D.I. PIPE 1 ' 11 ) / fE SHEET Ot. G /
3%w END 6' PM MR-21 WATTS LrrE 576 S Q. F T. LINEAR
6T ; 6S uJ TEE 1 1 1 11 (2) 6' 45• MJ BENDS WETLAND IMPACT
6' CATE VALVE 1 1
N 6' UJ PLUG 1 ;1 1
r, t2
N
cj N N
O
N
O
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9 ? I
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0 1 1 1 2005
+to I 1 EXISTING UNDERGROUND UTILITIES I I y
SEE EE NOTES 1 AND 2 I \1
EXISTING RIP RAP.
ANDUIRED. (Trn)CE
U ^ -- - - - - Ah _ Jfl6•?t?YYlUNI•fYJ _- _- p -? - f" •?? - - - \??^(_ _ vNOSCV[n Mc1 N
- - - - - -- - - - - - - -
NU tr)
EDP (LOIN.) .omaa "0 6' OFF
HEADWALLS 6 KAOwis 6' ¦ 6' MJ TEE W1 EDP
m FIRE HYDRANT ASSEMBLY (MIN.)
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L
ca 1
6 PVC SDR 21 WATT3i LM /' "^ Ai - -® ?O4aR M
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u V)
120' 0 120' 240'
o / / DARBSC pn
SCALE: I'=120' (Halt.) _ A1aA
(APPROXIMATE)
N /
!K !l
? DATE' 19 A.1 01 SCALE
? PENDER COUNTY 6" PVC WATER LINE O?RAW F 0$12 -004
W HORIZONTAL: .?...
243 North Front Slrttl PHASE V SR 1565 COUNTRY CLUB DR. Dcsc m A1q 1,'12D'
OEd2D AAq ACRTKAL CJY

DIRECTIONAL DRILL

6. 45' MJ BENDS
a
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SEE SHEET C54
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EDP (MIN)
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G FM MR-21 WATER LSE r
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SR 1692 DRAKE RD.
N
1. CONTRACTOR TO VERIFY SIZE. DEPTH. MATERIAL AND LOCATION
N FOR ALL UNDERGROUND UTILITIES PRIOR TO THE START OF
CONSTRUCTION.
2. THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN
TAKEN FROM INFORMATION MADE AVAILABLE FROM THE VARIOUS
UTILITY OWNERS THIS INFORMATION IS NOT INCLUSIVE OF ALL
EMSTING UNDERGROUND UTILITIES AND CABLES. THE CONTRACTOR
IS ADNSED THAT ADDITIONAL UNDERGROUND UTILITIES AND
CABLES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS
PLEASE BE ADVISED THAT THE UNOERCROUNO UTILITIES AND
CABLES COULD CONFLICT WITH THE WATER MAIN CONSTRUCTION
AS SHOWN. THE OWNER WILL WORK WITH THE CONTRACTOR TO
REALIGN THE WATER MAINS AND APPURTENANCES TO MINIMIZE
CONFLICTS. THE OWNER WILL NOT CONSIDER REQUEST FOR
ADDITIONAL COMPENSATION DUE TO THE PRESENCE OF
CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON
THE PLANS.
3. ALL PVC PIPE SHALL BE SDR-21, CLASS 200. ALL DUCTILE IRON
PIPE (DI) SHALL BE CLASS 50.
tt -_ --sR-m6A-Y-RD. - ?' (4) 6' 11 1/4' MJ BENDS
_ _ _ _ _ _ _ - OR AS REQUIRED FOR RADIUS
.p EMSTING UNDERGROUND UTILITIES I
SEE NOTES 1 AND 1 S
?cl 3 `L
(Lrl
APR 12005
1?cT1?"uS/ - V c,lt.(' GU'! i.Y
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50' 0 50' I(
SCALE: 1'.50' (HoriX.)
(APPROMMATE)
Y4 I[AI
DATE: 19 U a SCALE
?KQVICREED PENDER COUNTY 6" PVC WATER LINE ptACaTMlMa ` 0542
CAl1 HOIaZarAU o..?.wa
243 North Frmt Street PHASE V SR 1566 MALLARD BAY RD. DEVO+ED AMR r.50'
CFIECKE0 AW9 ,CRTKAL• C53
I
r1nYC n[.?pw
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6' UTE VALVE
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6' MJ RUG rr? -
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EDP (MN.)
y
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35 LF 6' 0.1. PIPE
(2) 65' YJ BENDS /
6'
. 6' YJ TEE
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6' LATE VALVE
6' MJ PLUG
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EXISTING S I AND UNOCRCROUND 2 URINES
SEC NOTES AND 2
?e
INSTALL 20 LF. 6' DL CLASS 50 x
RIPE CENTERED UNDER 15' CUP W1
MINN. 12' VERT. SEPARATION. SEE SILT FENCE
CROSSNG DETAL'C SHEET 01.
Arta Ow (rrP)
e AONi t
d

Zq
652 SQ. FT.
WETLAND IMPACT
M
EXISTINC UNDERGROUND UTILITIES
SEE NOTES 1 AND 2
- 408 SQ. FT.
WERAND IMPACT
to LF PERENNIAL
STREAM IMPACT
I a I
I I `?
I 6?
EMSTNC U DCRCROINO UTILITIES
SEE NOTES 1 AND 2
I I
(4) 6' 45' 4J BENDS
INSTALL 20 LF. 6. 0.1. CLASS 50
PIPE 5' OFF END OF 00STN0 15'
RCP. SEE CROSSING DETAIL W.
SHEET 01.
SILT FENCE
CHECK Ow, TYP
` \ \ 6 OFT
` 6n EDP (4N.)
\
N ?CIp1RACTOI /
TO VERIFY SIZE. DEPTH. MATERIAL AND LOCATION \
FOR AL UNDERGROUND UTILITIES PRIOR TO THE START OF
CONSTRUCTION.
2. THE UNDERCROUNO UTUTIES INDICATED ON THE PLANS HALE BEEN
TARE" FROM INFORMATION MADE AVAILABLE FROM THE VARIOUS
! UTILITY OWNER- IN* NFORMAnOJ IS NOT INCLUSIVE OF ALL
EMSTNG LNOERCRO WO UTILITIES AND CABLES THE CONTRACTOR
IS ADVISED THAT AOOTIONAL UNOERaOINO UTILITIES wO
CARIES WAY E4Sf WIWC11 ARE NOT SHOWN ON THE
PLANS
PLEASE BE ADVISED THAT THE UNOERCROMO UTILITIES AND
CABLES COULD CONFLICT WITH THE WATER YAM CONSTNCnOV
AS SHOWN TIE OWNER WILL WORK WITH THE CONTRACTOR TO
REAIOH ME WATER MANS AND APPURTENANCES TO NNWn2E
CONFLICTS. THE OWNER WILL NOT CONSIDER REQUEST FOR
ADDITIONAL COAPERUDOH DUE TO THE PRESENCE or
COWLICTNO UTUTIES AND CABLES THAT ARE Nor SHOWN ON
THE PLANS.
5. ALL PVC PPE SHALL BE SOR-21. CLASS 200. ALL DUCTILE IRON
PPE (O) SHALL BE CLASS 50.
16 m wFt-21 WATm LmI

120 0 120' 240'
SCALE: 1"=120' (Horiz.)
(APPROXIMATE)
175 SQ. FT.
D
IMPACT
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6Aa:- n ar SCALE
- PENDER COUNTY 6" PVC WATER LINE WAW A ° 19 A,I
owA.I F,y NoAmHTAL
243 N«IN F-1 StrM PHASE V SR 1693 DORAL RID. HY A-
WIImnVlm, N" C-0 2640, CNCbiD A.R UANGL
Phmr (910)343-043 . FP. (910)251-e282 ROCKY POINT/TOPSAL STA. 2+00 TO STA. 32+50 Ma ?? .A
AARAAJIAP temo«N WATER AND SEWER DISTRICT
sanm
a nva l..a
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1. CUYIRACTOR TO VERIFY SM DEPIK MATERIAL AND LOCATION N
FOR ALL UTION. OUNO UIUIES PRIOR TO THE START OF
FOR ALL 10N.
2. THE LNOERFRWND UTIUIES INDICATED ON THE PLANS HAVE BEEN
TAKEN FROM REFORMATION MADE AVAILABLE TRW THE VARIOUS
UTILITY OWNERS THIS INFORMATION IS NOT INCLUSIVE OF ALL
ETasTND UNDERGROUND UTILITIES AND CABLES. THE CONTRACTOR
Is ADVISED THAT ADDITION AL UNOERCRDUND UTILITIES AND
CABLES MAT E)a5T WHICH ARE NOT SHOWN ON THE PLANS
PLEASE BE ADVISED THAT THE LNDCRCROUD UTILITIES AND
CABLES CQAD CONFLICT MM THE WATER MAIN CONSTRUCTION
AS SHOWN. THE OWNER WILL WORK WITH THE CONTRACTOR TO
REALIGN THE WATER MANS AND APPURTENANCES TO MINIMIZE
CONFLICTS THE OWNER WILL NOT CONSIDER REQUEST FOR
ADDITIONAL COMPENSATION DUE TO THE PRESENCE OF
CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON
BORE AND JACK W LF 12' STEEL FIRE HYDRANT ASSEMBLY THE PLANS
ENCASEMENT PPE (Ylfl 0.23' 6' X 6' MJ TEE 2. ALL PVC PPE SHALL BE SDR-21, CUSS 201 ALL DUCTILE RON
WALL IMQ(NESS) W/ 35 LF 6' PPE (p) 9111E BE CLASS 50.
PVC SIDR-21 CARRIER PIPE
C7aSTING FIBER OPTIC CABLE
SEE NOTES I AND 2 - - ' -
O
h SR 01EUNDERGROUND UTILITIES h
COP (Aan.) y5 t Z
+ 45* ?•r r ` \` ?(? .?_ - A MJ(BENDS \ NJ BENDS
`? A 4 L'i
6' CA VALVE ti
x50 6 N
co
v. 1 +? 1 a
8 a rrc son 2? w??w u+e ?y .r 5 ?,c6
6• OFF
wuiW00` 6 1 EDP (MN.) EXSnNG RIP RAP.
Q .PLFLACE SC?,?c f'01,
REMOVE AND ?? r PYC DCR 21 wATHi ltE !AP SE
m
324 SQ. FT.
WETLAND IMPACT
N
120' 0 120' 240'
SCALE: 1"=120' (Horiz.)
Y (APPROXIMATE) 5 1 1
E)7SNG UNDERCROUND UTILITIES
O SEE NOTES 1 AND 2
O O
E
BY
N OJT

^W -?---_ --? _-?- _?__?

N
__ ------

WN -____
__________ _______
a
PCjs'r?ra?-'-
-A o ' r
p

0
I--U1
W 6
GATE VALVE
6, OFT a t
q
q

a
- C (MN.)
a
2 (6
) 15•
W BENDS
DS•
mJ(68CH 6 1
6' GATE VALVE N
00

r PAC SCA-21 wATMM ALE a h5

YQ
m

Ir M x-21 WATER UIEI
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ne

° U
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=-=t - _________ W p
NW I
ZN l
6 ?
EDP (WIN,) JW
uv)
a
z
G?';a •t !ii
II?C11i':;eJi ?L J.1
F
u
• bR'. .1 L b SCALE
" Na+ralw
vUP M&CREED PENDER COUNTY 6" PVC WATER LINE CA- '
213 NdIN irml Ar«I
PHASE V SR 1561 SLOOP POINT RD. D? A"
WYnn6lon, HwIN Gdtlwu 26101 MEOLLD A;! 1(AACAL ? C"
Ph-(610)343-101e,F ox: (210)251-B282 R=YPOWTOPSAL STA. 2+50 TO STA. 31+00
AWNNII a? WATER AND SEWER DDS MT
BENSON -ckin-d- SuNi Wrw
V =I
C 17= D
1 2005
.'r' GU. Li l
Y
v
N
120' 0 120' 240'
SCALE: 1"=120' (Horiz.)
(APPROXIMATE)

SEE NOTES 1 AN
;pv / -- F J
/
FN( HYDRANT ASSEMBLY EOP (MN.)
a' % 6 a'' YJ TEE
syFel9
CsIT /NO
0
UTILITIES
I
MATCkL( 1
SEE HESETi •C,+?0
1 1
1 ? I - -

-sn ANI yWf'T}?
----?---- --•
6
IS rM =11.11 WATER LEI
N
1. CONTRACTOR TO VERIFY SIM DEPTH. MATERIAL AND LOCATION
FOR ALL UNDERGROUND UTIUTES PRIOR TO THE START a
CONSTRUCTION.
2. THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE DEER
TWEN FROM INFORMATION MADE AVAILABLE FROM THE VARIOUS
UTILITY OWNERS. MS INFORMATION IS NOT INCLUSIVE OF ALL
EXISTING UNDERGROUND UTILITIES AND CABLES. THE CONTRACTOR
IS ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES AND
CABLES MAY EAST WHICH ARE NOT SHON' ON THE PLANS
PLEASE BE ADWSEO THAT THE UNDERGROUND UTILITIES AND
CABLES CORD COiLKT NTH THE WATER MAN CON=11,00"
AND
AS SHOM1. THE OWNER WILL WORK NTH THE CONTRREALIGN THE WATER MANS AND APPURTENANCES TO WNYZE
CONFLICTS THE OWNER WILL NOT CONSOER PEOUEST FOR
ADDITIONAL CWPENSATION DUE TO THE PRESENCE OF
CONFLICTING UTWUTES AND CABLES THAT ARE NOT SHOWN ON
THE RUNS.
] ALL PVC PIPE SHALL BE SDR-21. CLASS 200. ALL DUCTILE NON
PIPE (O) SHALL BE CLASS SO

aW
a=
F-w
NN (
W=
zH.
J
UW
I VI
a

0 EXISTING MI SEE NOTES D SOUND UTUMS
+ ---- ?`-----
to? - -- --- ----=r_T ( T_ _ _
a _
w s
-- -- ------ --
ZH __-__A
-- -- ;? - uo -
..J P,
m: t'i 6' OFF
Fw 6 EDP (YN.I o 9 !i OFT
Q S .? EDP (MN.)
FnE HYDRANT ASSEMBLY
V % a' MJ LEE pyC ODR 21 WATER LM
6' rYC WR-21 WATER Lm
POND NOT
TO BE
IMPACTED
- -_- t --Ej,-
a 0? IorW ? ? ? a• aFr
EDP (.N.)
\ N
\ EM 2' rYC 8DR-0 MATER LNE
\ STA. BARS
\ 2' PERMANENT BLOW OFF ASSEMBLY
) r Rc aDR-a WATER Etf
33
656 SO. FT. IMPACT
EDGE OF POND
ONLY 2' FROM
Off (NN) PROPOSED
WATER LINE
2 Q-) MJ
a' MJ
GATE VALVE
) ra'. Y I
r
/ W558+I LEASING SE
UTILITIES SCE E NOTES S I 1 AND 2
Ord a ,?.f a r?.f IU/ES SCE NO1FS 1 IHO 2
10
\
fk Wl
ME'. N L a SCALE
vMPM&CREM PENDER COUNTY 6" PVC WATER LINE
IIWJRNIIA
243 -x-N F,mt <_t-t PHAc V SR 1561 SLOOP POINT RD. K"^ .- ".,2w
WAnipluti )34 f 3Ddd.IW 28401 A (9 RCC ff PCW/TOPSAL STA. 31+00 TO STA. 55+00 " 1(W? C
Pl_ (BIOxI tole . F..: (BTD)2sl-a2s2
'°NN WATER AND SEWER DISTRICT ANDREWS RD.
s.na
'°'"°^°'"°°^ STA. 0+00 TO STA. 8+75 .m
-- I
1 ?
- 1605 f l
"CH

O
LV
3y R
633 SQ. FT.
WETLAND
IMPACT MATCHLINE STA. 28+00
SEE SHEET C66
C PVC WFt-21 W'ATM LEE L
I SR T57$ MOOFM LRCM RD.
BEU12' PVC MA-21 N'AT8{ 6' A P NJ REDUCER
_ I I
STA. 1100 I
2' TEMPORARY BLOW OFF AS SLY 6' a 2' TAPPING SADDLE DRY BORE AND JACK 20 LF y
I 6' O.I. CLASS 50 II?i
6' OFF I' WTE VALVE
EDP (MN.) C (2) P 45' NJ BEND
- - - -=_ T PVC 80121 N'AT[ii Ltf i PYC SCR-21 WAT6i LPE 16
6 OFF
EDP (MN)
t
- £A 157$ ' - f MATCHLINE STA. 26+00
- - ANR"G-AD. 2 _ 6 + SEE SHEET C65
- T---- --- ---r -_ `-? d d 1 I Fno55wG BY OPEN CUT
tl I I 6'a 6' NJ TEE
?M d I 1 ?6' WlE VALVE
(I) 7' 65' W BENDS
KtSTNO UNDERGROUND UTILITIES _ 6' AS' NJ BEND
SEE NOTES I AND 2 - \ I 6 22.5' NJ BERO
NJ PLUG
t
6' 22.5' W BEND
(2) 6' 45' NJ BEND \ 1
v
NOTES
ICONTRACTOR TO VERIFY SZE. DEPTH. MATERIAL AND LOCATION
FOR ALL UNDERGROUND UTILITIES PRIOR TO THE START OF
CONSTRUCTION.
2. 1IE lINOERCROLRNO UIUTES nAZZ ON THE PLANS HAVE BEEN
TA:EN FRW PKORYAINN MADE AYA;I"LE FROM THE VARIOUS
UTILITY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL
ELSTNO LNOERCRO NO UTILITIES AND CABLES. THE CONTRACTOR
IS ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES AND
CABLES MAY EMST WHICH ARE NOT SHOWN ON ME PLANS.
PLEASE BE ADVISED THAT THE U DERCRO NO UTILITIES AND
CABLES CORD CONFLICT WITH THE WATER MAIN CONSTRUCTION
AS SHOWN. THE OWNER WILL WDRN NTH THE CONTRACTOR TO
REAJON THE WATER MAINS AND APPURTENANCES TO MINIMIZE
CONFLICTS THE OWNER WILL NOT COkWER REOUESI FOR
ADDITIONAL COMPENSATION DUE TO THE PRESENCE OF
CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON
THE PLANS.
1 AL PVC PIPE SHALL BE SDR-II, CLASS 200. ALL DUCTILE IRON
PIPE (O) SHALL BE a kss 50.
??.3.
D J
L?
APR 1 005
tfric?.':' N
120' 0 120' 240'
N. ?ooo©o 77
SCALE: 1 "=120'(Horiz.)
(APPROXIMATE)
u to
4$ V' NT1?i&CREED PENDERCOUNIY 4" PVC WATER LINE n7;
y
MAW u. .?..a
2
45 Nwth F-t SIne1 PHASE V SR 1578 MOORES LANDING RD. 10
"° " ? Co
C-a 48 . 2640I RD. EXT. A
Ph- (91 (slo)34)wT-IDAa Foc (sID)(210)251-a282 ROCKY POMITOPSAL MOORES LANDING
"°°O"' '°°°°°" WATER AND SEWER DISTRICT STA. 1+00 TO STA. X+00 $1

IN
? o
c"
+p
N
H

t4

J W
WI -?__
l
t7 ZIP
r
UI
`
{
G D K.o+uA
Kp1
W ? d
?
A
INSTALL 20 LF. 1' 09. CLASS
50 PIPE CENTERED UNDER
EMSTING IS' WP. SEE
CROSSING DETAIL 'C. BEET Of..
35
254 SO. FT.
WETLAND IMPACT
27 LF PERENNIAL
STREAM IMPACT
EMSDND UNOERCROUNO UTILITIES
SEE NOTES 1 AND 2
o I
6* OFF 4 2
EDP (MIN.) TAPPING SADDLE
A 1' GATE VALVE
DRY BORE AND JACK
i
30 LT 2' PVC SOR-21
6' OFT
EDP (MN.)
I ?
z PVC: MR-21 WATER U E
I I
I
CHECK DAM (TYP)
? I
INSTALL 20 TT. 6' 0.L CLASS 50 PIPE
S' OFF ENO OF E)GSTNG 15' CUP.
SCE CROSSING DETAIL ''. SHEET 01.
I ;
wn A 1 , F I
wn e ? I
Aoa I
KrW11 I
I
L
2' 15' W BEND
-SR47 2-&1ELLPF .- - - -
_- - T=Ins1N
2. 15'
NJ BEND
781 SO. FT.
WETLAND
IMPACT
E)15nNG UNDERGROUND UTILITIES
SCE NOTES I AND I
Ti- -
rrvcaon2(wA?tre ENDr eawATM(r? ` ?\
STA. 11.85 ? .
2' PERMANENT BLOW OFF ASSEMBLY \
120' 0 120' 240'
ITy
SCALE: 1"=120' (Horiz.)
(APPROXIMATE)
u ji
1 ?1
An C00
L
DE.,42 5T
cl,,
NOTFS
L CONTRACTOR TO VERIFY SZE. DEPTH, MATERIAL AND LOCATION
FOR ALL IAAERCRWrq UTILITIES PRIOR TO THE START OF
CONSTRUCTION.
I. THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN
TAKEN FROM INFORMATION MADE AVAILABLE FROM THE VARIOUS
UTILITY OWNERS. MS KORMAnON IS NOT INCLUSIVE OF ALL
EWSTNG UNDERCROUM3 UTILITIES AND CABLES. THE CONTRACTOR
IS ADVISED THAT ADDITIONAL UNDERGROUND UTIUTES AND
CABLES MAY EXIST W/1G1 ARE NOT SNOW ON THE PLANS
PLEASE BE ADVISED THAT THE UDERGROUND UTUTES AND
CABLES COULD CONFLICT NTH THE WATER MAN CONSTRUCTION
AS SNOW. THE OWNER WILL WO WITH THE CONTRACTOR TO
REAUCN THE MATER MANS AND APPURTENANCES TO MINIMIZE
COFUCTS. THE OWNER WILL NOT CONSIDER REQUEST FOR
ADDITIONAL COMPENSATION DUE TO THE PRESENCE CF'
COfUCTwG UTUTES AND CABLES THAT ARE NOT SHOW ON
THE PLANS.
3 AL PVC PIPE SHALL BE SDR-21, CLASS 200. ALL DUCTILE NON
PIPE (DI) SHALL BE CLASS 50.
WW WW
NR. ,1 U w SCALE 'K
PENDER C
U "
v O
NTY 4
PVC WATER LINE
rraN20NIIL
DAy LMI
Ya
213 Nyth F
t Str PHASE V SR 1712 SHELLEY RD
-
M
WA
i .
KA
>
x
n
fSlYt N.th C.,i- 26101 ROCKY POINTITOPSAI T
?
CKCD-
?e
«
P
Pt- (910)34-1016 . Fac [phone] . S
A. 2+00 TO STA. 14+85 A
AWCOtwa O00°1/P WATER AND SEWER DtSTMT ELIZABETH DR
STA
2+0
TO
?v? ...mamnNF aon .
.
0 .°"
C.? NCH

CL
CL
fl-
0
co
c7
U')
0
0
N
N
N?
bPRS.?
6' OFF
t ECP (YN.)

1 1
tic
ES
1. CONTRACTOR 10 KIWf7 SIZE. DEPTH, MATERIAL AND LOCATION

1 1
2 FOR
UN Nl UaERCROUMO UTILITIES PROR TO THE STMT OF
LpICER RO
YR11IE S MLKA
ON THE RAMS ARI BEEN
? w
T I FO
AI
MIEN FROM W KORYATG/YADE AVAILABLE RIOT T
t HE VARIOUS
TILIt7 OANERS TIS INfONI
An- IS NOt IN0.
SI

' _ -

\

T U
K a ALL
USING UDERGROUD UTW ANO CABLES. TE TRACTOR
IIES
ALL
'S AO 5ED THAT ADDITION UNDERGROUND UTILITIES AND
O
C)
rt
- L
'
6p R CABLES MAY E&ST WHICH ARE NOT SON ON THE PEMI$
ASE BE ADMSEO THAT THE UNDERGROUND UTILITIES AND
AND
I ES CLAD CONFLICT WITH THE HATER MAN COTST

V

e

y? EXISTING UNDERGROUND UTILITIES
SEE NOTES I AND t 6' l' YJ TEE
6' .WlE VALK

? 7CSTING UNDERGROUND UTILITIES

SEE NOTES 1 AND 2 A O NTHE . THE PARR ER MAIMS WILL ANO VA TH APPURTENANCES THE CO OA YMYIE

TS. THE OVNER WILL NOT CONSIDER REQUEST FOR
TDnN.
COMPENSATION DUE TO THE PRESENCE OF
/
? Q ?
w M1xAAU6TMO I TRJTIES AND CABLES THAT ARE NOT SHOWN ON
2ru?f E A 6' PYC LrA-21 WA76i TIE

Q
° v? 1 I PLANS
THE SAL BE SDR-71. CUSS 200. ALL DUCTILE PNN
v? • / _ -- . - - ??? /
PIPE (O) SHALL BE CUSS S0.
'
OFF
6
`
?" e J
Ea (YNj
.tom -
b e

V (2)6' 65' YJ BEND
I
CROSSING BY OPEN CUT I
1 Ir M Qii-21 WATM LIE
_,.o IMP SiA. 2+00
n
IL
IL
N
co
N
M
N
0
N
V
N
j; _I
~x'45 ( A
Q UIj
~
17 w?4
I
I.U
Z?
J Ui
2: w
HUo ( EDP (wK)
Q
EXISTING UDERCRWNO UTILITIES
SEE NOTES 1 AND 2

18 LF PERENNIAL
STREAM IMPACT
"ATCHEINE Si
SEE SHEET C759 +00
{ "I
z
{ 1
/ 6' OT
/ J EDP (YIN,)
6' PY'C £n+21 WA161 LIE `)"
SMSTINC UNDERANDGROUND UTILITIES
i
-Pf)w 1t------- b---?
t - as
7
120'

0 120' 240'
SCALE: 1"=120' (Horiz.)
(APPROXIMATE)
u u
•
SC
,?*??1?11Y1? IA2. NYM ALE
,'N&CIZEED FENDER COUNTY 6" PVC WATER LINE
IAAN I10929xt,IU Nr
243 NwtN Frwt St-t PHASE V KING DR. / POND VIEW CIR. ocsEW AM!
Rum.gtm. NmtN Caal.w 26401 ` ( CK/ AR
Pht . (910)40-Io16 [phone] ROOKY POINT/TOPSAL ANJ. NA. A" IA
WATER AND SEWER DGSmcT STA. 31+00 TO STA. 55+00 64N1
NSONS ...,mU:rwlM.com ^P

?SDDZ I ddIv
/; L?
It
a

?!lt 6'-'I
EOP (NN.)
--
cRj5W --- WA --- --- --- --
EOSTNG UNOERGRO1NO
UNITIES. SEE NOTES I AW 2. f KIT
a
S m scw21 WATER
N
`c
__--- 4 ----- 6Q...
____° __ - --
0 1? -
a
?r\
IlPYL1 Ft 6' Off . \ ` `
d EOP (ma".)
ai
N
N?
1p

ER-15W WArrStANDM ICAD-
?
?
-
- --------- ------ - ?
04ECN Ow (rYP.) 6
EOP ( AN.) ---? -
FENCE
INSTALL 20 LF 6' 0.1. CLASS 50 PIPE 5'
'
Z
EXISTING UNOERCROUNO
UTUTES SEE NOTES 1 AN

D 2

J OFF ENO OF DUSTING 24
CUP. SEE 6 PVC ECFI-21 WA7ER .
rE CROSSING DETAIL W. SHEET 01. A^, ?
M
L N
?T

I
CONTRACTOR
r0 VERIFY SITE. DEPTH. MATERIAL
ANT LOCATION OF `
6
FOP (NN
) \

`

'1[3 o
( TH
OF
FOR ALL LL TI UNOEPGROUN R01p1p UTILITIES IEi PPoOR TO O THE START OF
CCNSiPUCRM. .
\ \
?

1 /
33 LF PEREN 2. THE UNOERGROUNO UTILITIES NDCATE0 ON ME PLANS HAVE SEEN
TAKEN FROM INFORMATION YAOTI AVAILABLE FROM THE
VARIOUS
NIAL F
enun oVIAL M+ERS THIS INFORMATION IS n NOT INCLUSIVE CLINCLUSIVE VE vE OF ALL

120' 0

120' 240'
STREAM IMPACT EMSTLNG UNDERGRaNT UTUTES ANO CABLES, THE CONTRACTOR
6 ADVISED MAT AOCInO1UL UNDERGROUND UTILITIES AND
CABLES WAY EAST MIAFH ARE NOT SHOWN ON THE P
ANS
\ S
L
PLEASE BE AOVISEO THAT THE UNTERCROUNO UTILITIES AND .'?

., CABLES CONSTRUCTION
COULD CONFLICT WITH THE WATER LIA24 AS SNOMI. THE OWNER WILL WPM WITH THE CONTRACTOR TO
REALIGN THE WATER MAINS

G
'?
SCALE: 1"=120' (H
i
) ANO APPURTENANCES TO MINIMIZE
CONFLICTS THE OWNER WILL NOT CCNWER REQUEST FOR
NN
OU
P J
or
z. - CO IL
CTWG
TIE5 ? ALES ?THA r ARE
OT SHOWN ON
(AP PROXIMATE) 2. ALL PVC APE SHALL BE SOR-21. CLASS 200. ALL DUCTILE IRON ?.P y
PPE (01) SHALL BE CLASS 50.
J

DAtG 11 Al a SCALE
-a-5 I n.}-0011
MA- ? Np1lOriµ.
OC90N0 Ab I'•I]O'
WFPtO Are 1GAGL
MOT. YR. A" NA
SIAN/5. Arw

i
n
)
J
)
1
O
O
yeti ? \

N
I CONTRACTOR TO Ka'Fr 92E, IYPM, YA7O!4 A'!D IOCAT"„t1
FOR ALL UNDERGROUND VTUTI(S PRIOR TO THE START Of
CONSTRUCTION.
2. THE UNDERGROUND UTILITIES NGCATED ON THE PLANS HAVE BEEN
TAKEN FROM INFORMATION MADE AVAILABLE FROM THE VARIOUS
UTILITY OWNERS MS INFORMATION IS NOT NCLU"VE OF ALL
EMSTNG UNDERGROUNO UTUTIES AND CABLES MC CONTRACTOR
IS AONSEO THAT ADOITIONAL UDERGROUNO UTILITIES ANN
CABLES MAr EMST WNGN ARE NOT SHOWN ON ME PLANS.
PLEASE BE AO WISED THAT TINE UNDERGROUND UTILITIES ANO
9

\
. , CABLES CORD CONFLICT ¦TN TINE WATER MAN CONSTRUCTION
AS SHOWN. ME OWNER WILL WJRN YM THE CONTRACTOR TO
REALIGN THE WATER

/

?

\
\ • . MAINS AND APPURTENANCES TO MINIMIZE

CD THE OWNER WILL NOT CONSIDER REQUEST FOR
AOONCNAnCNAI COMPENSATION C TO THE PRESENCE OF J•
syv
CONNCIDSG U M111E5 AND CABLES MALI ARE NOT SHOWN ON
TH

_ \
E RAMS.
\ 3 ALL PVC PIPE SHAM BE SOR-21, CLASS 2M ALL DUCTILE NON
PIPE (G) SHALL BE CLASS 50.

i
• ,RY
i?0

N
OFD

EOP (
' EbSTING UNDERGROUND

\? ` \ UTILITIES. SEE NOBS I AND 2.
f

(uN
)

3,83 SO. FT. W(E lLAND , \ ' \ r we m watm / ;
IMPACT \
rJ? 1''??1 v ?' 4
ILI
x
a
to
Nn
to
m
co
to
O
N
p N \Nc?-"
O
h

m

--?
6
'

P (
O
EOP (
YIN.)
PROFILE
^y4Q?
J
A(ATCHLINE STA. 2+00
r M son-2(wata(lN
---
- ?- - - [aNNR r w
EbSIWG
2• •
1)
I 1
3;
UTUPES SEE NOTES I AND 2.
SEE S
D
-
___ ----
._ -r
? --?• _ ______ _
- NI
- - - - - - - - - - -
-_-----_--_- - -- -
- - ---Sfl 11
-- WAD-- - t-?0 --- Z
_ _
-? __ ---?
- - - -- ------ --

-- ------ ---- --F-4 - -- - - - -
- - - - - - - -
-- --
--
Ulm

t! 4

k
-_-----------
----_
6

OP (Y
---"I--__ ?'-
OILY ANp JAO( 25

LF

IN.) 6• I
CLASS PIPE
SO rn
mD

N.
m
ee
S
YYYY
6• PVC EOR-21 WAT .
6'.2• U61 TEE la
p
ER ?
,/ 1 O
172 SQ. FT. IVETLAND
120' 0 120' 240' IMPACT
SCALE: 1"=120' (Horiz.) _
(APPROXIMATE)
• 6AIF. I1 JI N SCALE ?
v? PENDER COUNTY 6" PVC WATER LINE
243 NRr1N Fr-t SUM PHASEV "
SR 1560 WATTS LANDING R0. N ° A" `"'? //gyNpp
NVn9p10n, Na1N Cw4ma 28401 W
Ph [phone] , FP.: (910)251-828: ROCKY POPfiITOPSAL STA. 32+50 TO STA. 63+00
__ AAROONAi EWWONN WATER AND SEWER DISTRICT
SIAM
wN ON5 „?
....md'maeed.<an
t _
I I I g
1 I K*
I I I
1 ? I
I 1
I I
I I
I I
EMSTINC UNDERGROUND
O 1 AND 2. - - -- - - J _
p --
+ - c"I
(A Li
In 11 F ZEDP (NN.)
LIM
IOU rT SCA-21 LEE
H,: !12 1SG'+ S°:i'll3'
,1! j;."I? ?l?!`:II",h •21.130
I
x
OOTTd -
w' :??I?''??1 tJ

O
O
+ - - -
O _

WT=
w
OFF?
EDP (YNJ
Q
IB Pn SM-21 WATER LPEI
120' 0 120' 240'
SCALE: 1"=120' (Horiz.)
(APPROXIMATE)
6
SILT FENCE
CHECK DAN

INSTALL
20 LT. 6' D.I. CLASS 50
PIPE CENTERED OVER 24' RCP W/
TIN 12' VERT. SEPARATION. SEE
GROSSING DETAIL V. SHEET 01.
N?
T N
3a 1. CONTRACTOR TO KR6T 92E, DEPTH. PR UATEIIIAL AND ki
FOR R ALL TIIERGiOI1N0 UTILITIES PRIOR TO O THE START OF
T O
CONSTRUCTION.
2. THE UNDERCROUNO UTILITIES INDICATED ON THE PLANS HAVE DEEM
TAKEN FROM INFORYATICN MADE AVAILABLE FROM THE VARIOUS
U1K)tt OWNERS MS NECNYAINN K NOT INCLUSIVE OF ALL
EwSTING UNOERGRCUND UTILITIES AND CABLES. THE CONTRACTOR
Is ADVISED THAT ADDITIONAL UNCERCRTUNO UTILITIES AND
CABLES WAY EXIST WHICH ARE NOT SNOW ON THE PLANS.
PLEASE BE AOMSED THAT THE ODERGROND UnunES AND
CADI.ES COULD CONFLICT WITH THE WATER MAN CONSTRUCTION
AS SHOW. THE OWNER WALL WORK MM THE CONTRACTOR TO
REALIGN THE WATER PANS AND APPURTENANCES TO YIWAZE
CONFLICTS. THE OWNER WILL NOT CONSIDER REOIIEST FOR
ADDITIONAL COMPENSATION OUE TO THE PRESENCE OF
CONFLICTING UTKTTES AND CABLES THAT ARE NOT SAWN ON
THE PLANS
5 ALL PVC PIPE SMALL BE SON-21. CUSS 200. ALL DUCTILE (HOT
PIPE (O) SHALL BE CUSS 50. \ ;
Y
?6'Off
- EDP (YN)
_ I
u Wa
O.S. n M a SCKE "v?? PENDER COUNTY 6" PVC WATER LINE w F °°" u
p.? H°Wia I.U r?
ocvcxo ..R
245 N«tN Frat St-t _ PHASE V SR 1560 WATTS LANDING RD. A"
.,W KWIK.l
WIM+.p1a. Na BI CadnW 28401
OCPCD
>EC
Ph- (910)x5-1048. FPS [phone] ROOKY POW/TOPSAL STA. 63+00 TO STA. 93+50 .?
MP ' No00MN WATER AND SEWER DISTF=T
SINS
F NSGH$ lwa
....md:nnM.can
wsrAU 20 EE. a' 0.1. CLASS sT
PIPE CENTERED LP60ER 15' RCP W/
Nw. 12' VERT. SEPARATION. SEE
CROSSING DETAIL 'C'. SHEET Dt.

CHECK DAN (TW)
Ak.
a' OFF
ECP (MIN.)
?
y3
70 SQ. FT. WETLAND IMPACT
?P
/
fl'
9
o
„?a
8
S
0
h
rnro

~ CHECK DAM (TTP.)
h
W
2y
•0 `
\

SILT FENCE
6' OT
EOP (MN.)
ISTALL 20 LF. 6• PVC SOR-21
S' OFF ENO OF E)CISTING I6' RCP. SEE
•
•
GROSSING DETAIL
B
. SHEET 01. \
w
I
1
23 LF INTERMITTENT (2) 6• A5'
MJ BENDS
STREAM IMPACT CROSSING BY 1
OPEN CUT
6• GATE 1
VALVE
N
I
I
I .

?dl

C)
0
N
Q

S' PVC SDW21 WATER LW
EMSTNG UNOERU7WN0
O
to (2) 6• 45-
NJ BENDS (2) 2. 45- UTILITIES SEE NOTES I AND 2.
+ NJ BENDS

ON-
^W

NN - n Ir - - -

Ql] OFF

L'i
U
W

EOP (x34.)
u
/T
I
-I
Q y C
ROSSNG B
GG 1
1 6'4• xJ RENCER
6•.6• MJ NEE
s PVC ?HH 2I WATBi LIE
WATER LIE
MATCHLINE STA. 1+00
SEE SHEET C90
9
3k
?y
h
STA. 115+90
I• PERMANENT BLOW OFF ASSEMBLY
Mwww - - _
C
i.
120' 0 120' 240'
SCALE: 1"=120' (Horiz.)
(APPROXIMATE)
I. CONTRACTOR TO VERIFY SIZE. DEPTH. MATERIAL AND LOCATION
FOR ALL UNDERGROUND UTILITIES PRIOR TO THE START DE
CONSTRUCTION.
2. THE ONDERGRWNO UTWIES NOCATED ON THE PLANS HALE BEEN
TAKEN FROM INFORMATION MADE AVAILABLE FROM THE VARIOUS
UTILITY OWNERS THIS NFO7MATION IS NOT INCLUSIVE OF ALL
EXISTING UNDERCROUND UTILITIES AND CABLES THE CONTRACTOR
K AOMSEO THAT ADDITIONAL UNOERCROUMD UTILITIES ANO
CAGES MAY EIOST WHICH ARE NOT SHOWN ON THE PLANS
PLEASE BE ADVISED THAT THE UNDERGROUND UTILITIES AND
CABLES COULD CONFLICT MM THE MATER MAN CONSTRUCTION
AS SHOWN. THE OWNER WILL WORK NTH
R[ CONTRACTOR TO
REALIGN ME WATER MAINS AND APPURTENANCES TO MNM2E
CONFLICTS. ME OMNER WILL NOT CONSDER FEWEST FOR
ADDITIONAL COMPENSATION WE TO ME PRESENCE OF
CONFLICTING UTKJTES AND CAGES THAT ARE NOT SHOWN ON
THE PLANS
3. ALL PLC PIPE SHALL BE SDR-I1, CLASS 200. ALL DUCTILE IRCN
PIPE (OI) SHALL BE CLASS 50.
¦+ u
v PENDER COUNTY 6" & 2" PVC WATER LINE a M
:13 Natty Fmet St-t _ PHASE V SR 1560 WATTS LANDING RD. ay°W° AWa '•i1°
Wynngtm, Natty Cadna 26+01 ?? uR VIA1
Ph- [phone]. Fac [phone] flOCKY POP'1T/T0PSAL STA. 93+50 TO STA. 115+90 1- . A" NA
_ AN1 7 Ell-11 WATER AND SEWER DISTINCT
54Ni
VN51(NS ? md'mae.a.<aa N'sa
IN
DJ _

F5

00
MATCHL
A
H
1 N?

m
C87
EET
S
SEE
"
('PVCFIJR-21WAT6(LIE _ _ ?"
---- N
'
E7oSTNG tNOERCRWNO I -
" - (•
U
UTILITIES SEE NOTES I AND I. I - / N,plA? 7
G.A. (2) 6. 15• 1 A -
MJ TEE NJ BENDS 6' OFF - 45 uJ ) BENDS J
EDP (WIN.)
?? - O-WAWgIrCAD F?? J DRY BORE AND JACK JO LF
` " ATE 6. 01. CLASS SO PIPE
VK1E
W TEE
I RIO.uF
I
NT PYC EaR-21 WATE31 LtE
I
E M SCW21 WATM
MATCHLINE STA. 39+50
SEE SHEET C89
a
N
O
N
N
O
0
N
N
3
CO
W
ED
od
2
Q
m
co
U
N
O
Q
L
3
U
L
C
a
m
N
A
m
1
N
R
L
a
m
3
R
co
CID
f`
Y
LT
N
a
O
N
U
U
h
N
210 SO. FT.
?i WETLAND IMPACT
168 LF INTERMITTENT
STREAM IMPACT
MATCHLINE STA. 1+00
SEE THIS SHEET
O
O
+a
V
Q r PSC DCW21 wA1E1 L!E
uj W SADDLE rAPPWC

w
m
ZUT
7

6
OFF
EDP (WIN
)
?
L
7 7 (2) 6' 45• W
W . BCAO$

Q

I_
_ J;

B• PVc ?T
2IWATM?; EASTNC UNDERCROUD
uTUnES sLE Na¢s l ANO I.
13L''1' ,Ati?(?J;N1
00? r
,?;,,'i ? `S.3
F
b
} 9
O a OFF b
±1 EDP (MWJ
W 2 rna
W - _ .?? M Ki?LLf
FQ-N rw --.
W N _ __
Li ?
ZF
UW _.
oui
r PVC tI:R-21 WATER L E
I
1
rr
. n1.
mnlH?', I I
I !
' r 1>tiG x-21 WATER of
1
IWroc"rA I I Y
CROSSING By OPEN CUT C PYC iAp-0 WATER LIE o
wn1

' I +
om

I-CROSSING BY OPEN CUT 6
. Z' YAPPING SADDLE
I- GTE VALVE I
x
I I• KENO
U
Y t
b
?' Af
6 ..' YJ TEE b (2) 6• U• YJ BEHDs NQ.?
?W
?
e>snr>rnl 6 0R
1 I(
EOR (MW.)
2N
W
_
T-
1(2) a' q' W BENDS DRY BORE AND JACK 55 f /
O W O.L [LASSA
(2) A• WS' W BEN05 /?'I
W' GATE J
OUTSIDE 1 PVCICR 21 WATERLIE ATCH f
CONSTRUCTION sE
LIMITS
DA
1
p
'(2) 6' R• W BENOs?
w
i'Cry+00
I

I STA. 5+05
- - _ ? 2' TEMPORARY SLOW OFF A$$EMETLY
EASTIHG LPEERGOUO _ - -' - - _
UTILITIES. SEE NOTES 1 AND 2.
NOTES
1. CONTRACTOR TO VERIFY SIZE, DEPTH. YATERUL AND LOCATION
FOR ALL WDERORO ND UTUTIES PRIOR TO THE STMT OF
CONSTRUCTION.
2. THE UNEEflCROR1D UTILITIES WC{ATED ON THE PLANS HAVE BEEN
TAKEN FROM INFORMATION VIDE AVAILABLE FROM THE VIRIOJS
UTILITY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL
ELSTING INOERCROJO UTILITIES AND CABLES THE CONTRACTOR
1S ADVISED THAT ADDITIONAL LMIEROROUND VTUTIEs AND
CABLES MAY EAST WHICH ARE NOT SHOWN ON THE PLANS
PLEASE BE ADVISED THAT THE U14XRGRONO UTUTES AND
CABLES CORD CONFLICT WITH THE WATER MAW CONSTRUCTION
AS SHOW. THE OWNER WILL WORII NTH CONTRACTOR TO
REALIGN THE WATER YAKS AND APPURTENANCES 10 MNMIZE
CONFUCTi THE OWNER WILL NOT CONSIDER REQUEST FOR
ADDITIONAL COMPENSATION DIE TO THE PRESENCE OF
CONFUCTWG UTILITIES AND CABLES THAT ME NOT SHOWN ON
THE PLANS
3 ALL PVC PIPE SuU BE SOR-21, CLASS 200. ALL DUCTILE IRON
PIPE (Q) SHALL BE CLASS 50.
120' 0 120' 240'
SCALE: 1"=120' (Horiz.)
(APPROXIMATE)
Wr Wa
wR f u a
C
S
ALE
v??t?' PENDER COUNTY 6" & 2" PVC WATER
LINE
243N PHASE V SR1619 BAHAMA DR
/MARY ANN DR g
,W F-t St-t
' .
. C8
W
4.mgLan."m-C-Ion. 28401 ROOKY PMT/TO

Ph- (910)343-10+8 . raw [phone] PSAL SR1619 BAHAMA STA
1+00 TO 10+00
NTO1 Ma. .? WA
' WATER AND SEWER DtS=T .
MARY ANN STA
1

V+SONS

....mdii+alM.com .
+00 TO STA. 8+05
"?
v,
N
a
6' . 2' TAPPING SAOOLE
4'.YYJTEE
4' CATE VALVE
r PYC UU A 21 wAT6i UE ; t '? p 3
oar BORE ANO JACR SS
t 4 w? m? ? u 6• oJ. nAn w
6 OFF
EOP (MIN.)
t0.
MARGIN AL
EwS11NG lNOERCRpPO 1E
?- 6' CATE VAL
. , ?. " UTILITIES. SEE NOTES 1 ANO 2.
2=1 'I rv r roMFI.21 WATER LW
. ? ?
1-x.11 STA 0tar`?dll
1

C PVC SDR-21 WATER UE
- ° D
' 6' OFF
-?-
_
EOP (Y=J N0
I_ ,v.se ?_?_
-- 6 mI
- - - - - _-- ?
7y r

' ?{ xrn
(I) 6 45
NJ BERGS

EnSTNG uoERCROuO
% m-'
rrl
U
TIES SEE NOTES I ANO 2.
,M.VA
0
0
PVCSDf1-21WATER LNeF---Zz,
R.O?Ai
+ EXISTNC UNDERGROUND
UTWOIS SEE NOTES 1 ANO 7.
MATCH INE STA.10+00
SEE SHEET C87

0

6 j
vc - s ?
C
r ? ',E!t

Qs
r??
WY
L)
U?
r6

x?
e
6- / ' ' ?L ! INSTALL 20 LF 4' 01. CLASS 50
MN. 5' OFF OF EXISTING 15' RCP.
SCE CROSSING DETAIL 'B' SHEET 01.
e / / , Flo
716 SQ..EL
INTER
4 jq -, a ' / ' `L 1 COASTAL
WATERWAY
IMPACT
1 1
6' OT
EOP (INN.)
- L
?Rr
PVC SOA-21 wATEA uE ?
r
1
1

s?
U
r?
u M4
4?N mV t.1W1:11!
243 Math Front Stint
NYn"tw. N-th CaroFn 26401
Ph- [phone] . I- [phone]
_ A.ooozNr WImANN
A N51O?
?tt.mCYin(lnQCRm
A
I- CWUTACTCR TO VERVE VIE. DEPTH. MATERIAL AND LOCATION
FOR ALL UNDERGRO NO UTILITIES PRIOR TO THE START OF
CONSTRUCTION.
2. THE UNDERGROUND UNITIES INDICATED OR THE PLANS HAVE BEEN
TM(EN FROM INFORMATION MADE AVAILABLE FROM THE VARIOUS
UTUTT OVINERS THIS INFORMATION IS NOT NCLUSVE OF ALL
EASNW UCCRCRONO UTILITIES AND CABLES. THE CONTRACTOR
IS AONSEO THAT ADOTONAL UNDERGROUND UIWRES AND
CABLES MAY EXIST WHICH ARE NOT SHO" ON THE PLANS
PLEASE BE AOMSED THAT THE UNOERCRCUNO UTILITIES AND
CABLES COULD CONFLICT NTH THE MATER MAN CONSTRUCTION
AS SOWN. THE OWNER WILL NOW NM THE CONTRACTOR TO
REALIGN THE MATER MANS AND APPURTENANCES TO MNNAZE
CONFLICTS THE ON" WILL MOT CONSOER REOUEST FOR
MDOTINAL COMPENSATION DUE TO THE PRESENCE OF
CCNTUCTNG UTILITIES AND CABLES THAT ARE NOT SHOWN ON
THE PLANS
1 ALL PVC PPE SHALE BE SOR-21. CLASS 200. ALL OUCnLE IRON
PIPE (O) SHALL BE CLASS 50.
MEDR-21WATER LL2 120' 0 120' 240'
90' YJ BEND
1
SCALE: 1"=120' (Horiz.)
(APPROXIMATE)
4" & 2" PVC WATER LINE wa 1 M N scuE
PENDER COUNTY SR1645 JAMAICA DR.
a.. lw NaJ011AL ,.,?
PHASEV NASSAU RD. / BERMUDA DR. asam ""
ROCKY POffrfTOPSAL
FA01 ql. M! MA
WATER AND SEWER DISTF;;CT AMAICA DR. STA. 0+00 TO STA. 26+0 s,A °„
IN
CL
t-
C)
O
O
m

tl

STA 1.00
GTE VALVE
NJ RUG
=A,-- - e OFF
FOP (L
Fh
Y
NOTF
1. CONTRACTOR TO VERIFY SIZE. DEPTH. MATERIAL AND COU1gN
FOR ALL UNDERGROUND UTILITIES PRIOR TO II HE STMT or
CONSTRUCTION.
2. THE UNDERGROUND UTILITIES INDICATED CH THE PLANS HAVE BEEN
TAKEN FROM NFO MATIOI MADE AVMAU E FROM THE YAROU$
UTILITY OWNERS MS WFORMATICH IS NOT INCLUSIVE OF ALL
EIGSTNG UNDERGROUND UTILITIES AND CABLES THE CONTRACTOR
15 ADVISED THAT ADDITIONAL UNDERGROUND UTURES AND
CABLES MAY CAST INCH ARE NOT SHOWN ON THE PLANS
PLEASE BE ADVISED THAT THE UNDERGROUND UTUTIES AND
CABLES COULD CONFUCT WITH WE WATER MAIN CONSTRUCTION
AS SHOWN. THE OWNER WILL WORN WITH THE CONTRACTOR TO
REALIGN THE WATER MANS AND APPURTENANCES TO MINIMIZE
CONFLICTS THE OWNER WILL NOT CONSIDER REO.EST FOR
ADDITIONAL COMPENSATION DUE TO THE PRESENCE OF
CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON
ME PLANS
1 ALL PVC PIPE 94ALL BE SCR-21, CLASS 200. ALL DUCTILE NON
PIPE (O) SHALL BE CLASS SO
' o
_ _ i7;,- _ _
tia O?i:,?1 Vr'I,
G ?
U I?
,.t
O
O
DEFLECT NEW 6' PVC WATER
LINE AS REOINED TO AVOID
CONFLICT W/ FIBER OPTIC
6' OFF a LADIES 0 6' , 6' NJ TEE
t
EDP (MN.) S

? EA$TNG FIBER OPTIC CABLE
-SEE NOTES I AND 2-? - - - -
--
6
ter--
? n ro
I
?I
ih - - -
DRY BARE AND JACK 40 LF
6" D.L PIPE
90'NJSEND-
NDERGRONO UTILITIES
I AND 2 (2) 45' NJ BENDS -
IB' PVC GOW21 WATER Elf I
+
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Q2
V,
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Z=
H
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22.7' W BEND
47• NJ BEND
AMU
A
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g 6' 0 6' NJ TEE
6' GTE VALVE
Ott BORE AND JACR
65V6' I
O
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120' 0 120' 240'
SCALE; 1"=120' (Horiz.)
(APPROXIMATE)
Wt W4
4 O.R: N AI N SCALE
vINTM&CREED PENDER COUNTY 6" PVC WATER LINE
aA„ xu12arAU
243 N«IN Frwt Sant PHASE Y NC HWY 50 RNNM6 Aye ''i1°
W"igtw. Naa CR/UIio 25401 acaEO AvIL VIo1E'+
Ph I (910)341-10443 . Foc (910)251-62a2 ROCKY POCHTT/TOPSAL ARQI WON „? Mu
T EImONN WATER AND SEWER DISTMT STA. 1+00 TO STA. 31+00 TIAK?
... roamo«6.4Kro
6' GTE VALVE 1
6' NJ RUG
6'a 6, NJ TEE
CPVCMR-2IWATER Elf W
1 I
I I
I I
1
l I

ASTINC FIBER OPTIC CABLE S PYC EEJfl 21 WAS
n SEE NOTES I AND 2 a e t
f f f f
6 6 E b
-------- ---- -----
1
H• a ,?. a InfDl
--- I u•a
I
31 LF INTERMITTENT I q7
INSTAJL p LF. 6' '. SON PIPE STREAM IMPACT
5' OFF GJ CC Cr Czitr.-; IS ]Y ' FV. SAL[
CROSSING DETAIL . SHEET 01.
a CHECK CAM TYP
f -ENO u L 6' OFF f
EDP (LAIR.) !
6
i'
I ? ? I IV .io
l?n u'?v I I ___
8 I I
I I ? »1
I 1
I
/J; oNv
(A$iNt UNDERGROUND UTYIRES--1
SEE NOTES 1 AND 2 1
N
DEFLECT FEW 6' PVC
WATER LINE AS SHOWN TO
ELIMINATE BENDS
SR to -t m-
O
0
?F
W
Q]
1-v)
In,n
La
Z?
2W
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HU-0
N?
o $
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f 1 6' . 6' YJ TEE W/ EDP (WK)
- _ _ FILE N ANT ALEMB`r
IS _a
T I 6' PVC SCW21 WATER LIE
Ewa aN.a
r'-¢nwH ----- ------?-
1
!;--ST;, UDERGROUNO UTILITIES - - - - - - - °jW - -
I SEE NOTES I AND I ASTNG UNDERGROUND UNITES
SEE NOTES 1 AND 2
135'50. FT.
WETLAND IMPACT
33 LF PERENNIAL N
STREAM IMPACT
r+STALL 20 LF. 6• BV CLASS 50 PPE
S' Orr END OF EASING W' RCP
N
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0
0
N
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3
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5 PVC ECA-21 WATER LfE . SEE

SHEET Ol.. SEE
CROSSING DETAIL ?'. S
a CIEOf DAY
L

O
(?)
{ 6' OFT
EDP (YN.)
w Z
uARrA
A,i'0t A
TING EASFIBER OPTIC CABLE 6' . 6' YJ TEE M/
NO
SEE TES I AND I FIRE HYDRANT ASSEMBLY 6' OFF

O

W)
Cl - w
d
w
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RQU=
ln Ln

--_-_-_---_
_- vI
ZvI _ Wt
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Q - -
AA' - /?-------
STING UNDERGROUND UTILITIES _--

_---__-

---

---------------------AMY---

-
Hi-1/1
SEE NOTES I AND 2
NO fS
1. CONTRACTOR TO VEIM SIZE. DCPTH. MATERIAL AND LOCATION
FOR ALL UNDERGROUND UTILITIES PRIOR TO THE START OF
CONSTRUCTION,
I. THE LtEEROtgNp UtUTIES INOGTED OX 1NE PUNS HAVE BEEN
U&
TAKEN FAOI riC
N YALE AVAILABLE FRCN ME VARIOUS
UTILITY OWNERS. TNS NFORYATION IS NOT NQ1IS1E OF ALL
ff EASTNO UNOERCROIND UTILITIES ANO CABLES THE CONTRACTOR
+y,1
MA1
is ADNSEO ACO110NAL UNDERGROUND UTILITIES AND
.,I[
?
+S C 1 AONSETD MOH ARE NOT SHOWN ON FIE PLANS
PLUSES LI
BE AT THE
a-
;' CABLES COULD CONFLICT M THE WATER MAIN CONSTRUCTION

l AS SHONH. THE OWNER VrLL WORK WITH THE CONTRACTOR TO
_ • •,.'1 :: !'" REAUGN THE WATER MANS AND APPURTENANCES TO wuwZE COWLICTS

V
? , CO O ADDITIONAL 1OAL CPENSAT04 DIE TO E11EPREyNCENSOF FOR
(\??

l ?
v CONFLICTING UTUIIES AND CABLES THAT ARE NOT SrOWN ON
THE PLANS,
(?1 t
` 1 ALL PVC PIPE SHALL BE SDR-I1. CLASS 200. ALL DUCTILE IRON

r PIPE (O) SHAT. BE CLASS 50.

? sA
?
N

IT PVC ED W21 WATER LW
r.s.
6. OF raro.us
O EDP (MN.)
v~
W °-b ?- -
- -- -- FASTING FIBER OPTIC CABLE 6' OFF
2= SEE NOTES I AND I EDP (MN.)
xw ?-
IL) w
I AND 2 AND Dm E5
120 0 120 240' SEE NOTES S I I
SCALE: 1"=120' (Horiz.)
(APPROXIMATE)
O
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4
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U
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F
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v
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UN
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V DArt n y a SCALE 'N """'°'
v PENDER COUNTY 6" PVC WATER LINE M ..
°A. rIONFOrUa:
I43 Na u r onL sMNR PHASE Y NC HWY 50 oFP A" SEC C9
Vmr-gt_. kwth C-i.. 25401 fN(p(p A" ra*LV:
Photo: [phone] . rac [phone] ROCKY P=/TCPSAAL r«Ji rIU. A.e NA
NaF ' Ek-11. WATER AND SEWER DGIRCT STA. 31+00 TO STA. 61+00
R NSOR9 M.mU;-eecL °n SLNS tm
a
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0
0
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52
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Q V
~ 6' . 6' W TEE rJ
FIR ?""/ Ty
A.
` E HYDRANT ASSEMBLY
1
=`2
\ SILT FENCE

n
O

6' OFF O
OFF F
' EDP (MIN.)
EDP (km-) E' IIC t;LA'ZI wATBI UE ' ' / /
CIEIX DAY. TYP
INSTALL 20 V. 6' O.L HX,L$\
50 PIPE 5' EFT ENO tF Oasi+VC lkl15' RCP. `'T / -
MARGINAL SHEET T DI. SEE aomNC DETAIL v. an4- _ n An
p-
p I[w.,ut d i
d t
ICON ACTOR TO KRET SIZE. DEPTH, YAIEPoIL AND LOCATION
SCR /11 UNDERCRO,Np UTILITIES PRIOR TO THE START O
CONSTRUCTION.
2. Mg" RDROUNO UTILITIES INDICATED CM THE PLANS HANK BEEN
fRGI INFORMATION MADE AVAILABLE FROM THE VARIOUS
UTUrY OWNERS THIS INFORMATION IS NOT NCLU9K OF ALL
EA$DNO UNDERGROUND UTILITIES AND CABLES 11E CONTRACTOR
IS ADNSED )THAT ADOTI NAL UDERRAOUHD UTIUTES AND
CARES MA FEAST WHICH ARE NOT SHOWN ON THE PUNS.
PLEASE BE LASED THAT THE LINDIERCROUND UTILITIES AND
CARES CONFLICT WITH THE RATER MAN CONSTRUCTION
AS SHOWN OWNER WILL WORK WITH THE CONTRACTOR TO
REALIGN RATER YAN$ WNOO APPUIIENCLS lO MNNW2E
COELICTS. OWNER WILL T COHSOERANPEOEST FOR
AOORONAL 6MPENSATION DUE TO THE PRESENCE OF
COrtUCTNC UTILITIES AND CARES THAT ARE NOT SHOWN CN
THE PLANS
3 ALL PVC PIPfr 94ALL BE SOR-21, CUSS 200. ALL (XJCDLE IRON
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18' RCP. SEE CROSSING OE AIL '6 ) 6
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120
0 120
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STREAK IMPACT rFkUA
SCALE: 1 "=120'(H oriz. )
(APPROXIMATE)
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A" MYNH,IM:
4 PENDER COUNTY 6" PVC WATER LINE
U3 Na th F-t SUM PHASE V SR 1534 BELT RD. 0"? Ab
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OPERATION
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SQ. FT.
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WETLAND
IMPACT

8 35 LF PE RENNIAL
-
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_
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1
2
w
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6- PVC SDR-21 WATER LINE

6'x ' uJ TEE
EXISTING UNDERGROUND
UTILITIES
SEE NOTES 1 AND 2 4 '
4- TE VALVE
PLUG
'
. . (4) 45
MJ BENDS

\ ?. INSTALL 20 LF. 6' D.I.
CLASS 50 PIPE 3' OFF
z END OF EXISTING 36' CUP.
SEE CROSSING DETAIL

b A' SHEET DI.
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0
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OPEN CUT 6'x4' MJ TEE
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6' OFF
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(2) 6. 45' 1
MJ BENDS
1 6%4' MJ TEE
1 4' GATE VALVE 6'x6' MJ TEE
FIRE HYDRANT ASSEMBLY
4' YJ PLUG EXISTING UNDERGROUND UTILITIES.

; qz SEE NOTES I AND 2.
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6
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/ EXISTING FIBER OURC CABLE \ \ \\ * W`l
SEE NOTES I AND 2 \
/ DRY BORE AND JACK 35 LF ` b
6. 0.1. CLASS 50 PIPE
4' 45' ,rvltW
MJ BEND
4 ?e

C99> ?O 4' PVC SDR-21 WATER LINE
Q\ v
Ya Wa
?NTM&CMED PENDER COUNTY 6" PVC WATER LINE
243 North Front Street _ PHASE V SR1536 ATKINSON LOOP RD.
TAJCEN FRgJ INFOftMATIp1 MADE-AVZLZLE,FRCM THE •VARIDUS'
UTIUTY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL
EXIS1wG UNDERGROUND UTILITIES AND CABLES. THE CONTRACTOR
IS ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES AND
CABLES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS.
PLEASE BE ADVISED THAT THE UNDERGROUND UTILITIES AND
CABLES COULD CONFLICT WITH THE WATER MAIN CONSTRUCTION
AS SHOWN. THE OWNER WILL WORK WITH THE CONTRACTOR TO
REAUGN THE WATER MAINS AND APPURTENANCES TO MINIMIZE
CONFLICTS. THE OWNER WILL NOT CONSIDER REQUEST FOR
ADDITIONAL COMPENSATION DUE TO THE PRESENCE OF
CONFUCTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON
THE PLANS.
3. ALL P1Z FIFE SHALL EE SGn-21, CLASS 2UG. ALL CUCT?LE IH0N
PIPE (DI) SHALL BE CLASS 50.
50' 0 50' loo'
SCALE: 1'•50' (Horiz.)
(APPROXIMATE)
Wc?..a
DATE: JW AA 04 SCALE
YCE 7FOJ. / 0N2-0013
OAAw L-N NUE20NtAL M.??.c+
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52
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IMPACT It
105 LF INTERMITTENT 1 ENDCP4CSCR-21WATER UE
STREAM IMPACT \ 1\, 2' PERM'APENT BLOW OFF ASSEMBLY
n
"OTT
1. CONTRACTOR TO VERIFY SIZE, DEPTH, MATERIAL AND LOCATION
FOR ALL UNDERGROUND UTILITIES PRIOR TO THE START OF
CONSTRUCTION.
2. THE UNDERGROUND UTURES INDICATED ON THE PLANS HAVE BEEN
TAKEN FROM INFORMATION MADE AVAILABLE FROM THE VARIOUS
N UTILITY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL
EXISTNC UNDERCROU4D UTILITIES AND CABLES THE CONTRACTOR
5 ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES AND
CABLES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS
PLEASE BE ADVISED THAT THE UNDERGROUND UTILITIES AND
CABLES CORD CONFLICT NTH THE WATER MAIN CONSTRUCTION
AS SHOWN. THE OWNER WILL WORK NTH THE CONTRACTOR TO
REALIGN THE WATER MAINS AND APPURTENANCES TO MINIMIZE
CONFLICTS. THE OWNER WILL NOT CONSIDER REOUEST FOR
ADDITIONAL COMPENSATION DUE TO THE PRESENCE OF
CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON
THE PLANS
7. ALL PVC POE SMALL BE SDR-21. CLASS 200. ALL DUCTILE BON
PIPE (D) SHALL BE CLASS 50.
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F (/ /
S
tiF /
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' oa.c t. 4 uR NOTES
T. CONTRACTOR TO VERIFY SIZE. DEPTH. MATERIAL AND LOCATION
FOR ALL UNDERGROUND UTILITIES PRIOR TO THE START OF
E?
tO STRUCTION

0 ORE UMOERCROND UTUTKS_ CATED_ON THE PLANS HAVE BEEN
TMEN FROM IWORMAtION AVAILABLE FROM THE YARIOUS

UTILITY OWNERS. THIS
E
WSTNC UNDERGROUND UTILITIES AND NCABLE . THE CONTRACTOR
IS ADNSCO THAT ADDITIONAL UIDERCROUNO OTILITICS AND
CABLES MAY b7ST 0*04 ARE NOT SHOW ON THE PLANS

( N?
PLEASE BE N UNDERGROUND COULD CONFLICT MM THE WATER AIN UTILITIES U
CONSTRUCTION
AS SHOW. THE OWNER WILL WOW WITH THE CONTRACTDR TO
lL
? REALIGN THE WATER MANS AND APPURTENANCES TO MINIMIZE

16 LF PERENNIAL CG+RJCTS. THE OWNER WILL NOT CONSIDER REOUEST FOR
COMPENSATION
THE
PRESENCE
R
M
C
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S
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F

STREAM IMPACT AND c
GG
T
O
AB1E
N
AT ARE
C N ON
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3. THE PLANS.
SHALL 13E SDR 2 CLASS ? ALL DUC? f
POPE (G) SHAH BE CUSS 50. ILE
6' t 6' MJ TEE 6' A 6' YJ fEE l1) /S' MJ SENDS, TYP

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MATCHLINE STA
2+00 MATCHLINE STA.2+00
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SEE SHEET
1
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SCALE: 1"=120' (Horiz.)
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a: A oHJ
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.
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STA
1+00 TO STA
2+25
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.
,
t';?N
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IN
NOTES
1. CONTRACTOR TO VERIFY SZE. DEPTH. MATERIAL AND LOCATION
FOR ALL UNDCRCROVMD UTILITIES PRIOR TO THE START OF
CONSTRUCTION.
2. THE UNDERCROLM UTILITIES INDICATED ON THE PLANS HANIE BEEN
TAKEN FROM INFORMATION MADE AVAILABLE FROM THE VARIOUS
UTILITY OWNERS, THIS INFORMATION IS NOT INCLUSIVE OF ALL
EMSTNG UNOERCROUxD UTILITIES AND CABLES. THE CONTRACTOR
IS AOMSED THAT ADDITIONAL UNDERGROUND UTILITIES AND
CABLES WAY EAST WHIR ARE NOT SHOWN ON THE PLANS,
PLEASE BE ADVISED THAT THE UNDERCROOND UTILITIES AND
CABLES CORD CONFLICT MTN THE WATER MAIN CONSTROCTION
AS SHOFM. THE OWNER WILL WORK MTN THE CONTRACTOR TO
REALIGN THE WATER YAMS AND APPURTENANCES TO YINIMI2E
CONFLICTS. THE OWNER WILL NOT CONSIDER REQUEST FOR
ADDITIONAL COMPENSATION DUE TO THE PRESENCE OF
CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON
THE PLANS
3. ALL PVC PPE SHALL BE SER-21, CLASS 200. ALL DUCTILE IRON
PPE (G) SHALL BE CLASS 50.
57
146 SO. FT.
WETLAND IMPACT
I I
• rn: u.mn LTAI F -
$1A 10122 1
2' PERMANENT BLOW OFF ASSEMBLY
i
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2' PERMANENT SLOW OFF ASSEMBLY pl?
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15' YJ BENDS C?h
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120' 0 120' 240'
j-? SCALE: 1"=120' (Horiz.)
-' (APPROXIMATE)
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P•?4
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UFM&? ENDS
COUNTY

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PVC WATER LINE IAA. HK .?.o
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213 Nath Front St-t ?Awfrv
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CROSSING BY OPEN CUT 6' It 6 W1 TEE
--?-
---------------------
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CROSSING BY OPEN CUT I
FM SOFI-2I WATER ttE '

/
/
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/
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/
58
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6' PVC MR-21 WATBi LFE
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11 r °a
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\ 2. THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEI
/
C) TAKEN FROM INFORMATION MADE AVAILABLE FROM THE VARIOUS

UTILITY OWNERS
THIS INFORMATION IS NOT IN
I
F
?

(? (
.
VE O
CLUS
ALL
EMSTINC UNDERGROUND UTIU71ES AND CABLES. THE CONTRACTDI

?
y IS ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES AND
/ /
?,
(n CABLES MAY EMST WHICH ARE NOT SHOWN ON THE PLANS.
(^ PLEASE BE ADVISED THAT THE UNDERGROUND UTILITIES AND
?A ?,A CABLES COULD CONFLICT WITH THE WATER MAN CONSTRUCTION
• 'y AS SHOWN. THE OWNER WILL WORK WITH THE CONTRACTOR TO
CYj REALIGN THE WATER MAINS AND APPURTENANCES TO MINIMIZE
l
0
CONFLICTS. THE OWNER WILL NOT CON90ER REQUEST FOR
tp 0 ADDITIONAL
ATION DUE TO THE PRESENCE OF
CO
NFLICTING
D CABLES THAT ARE NOT SHOWN ON
THE PLANS.
/ I ALL PVC PIPE SHALL BE SDR-21, CLASS 200. ALL DUCTILE IRON
PIPE (DI) SHALL BE CLASS 50.
V
962 SQ. FT.
WETLAND IMPACT
14 LF PERENNIAL
STREAM IMPACT
w RN
\ 0?
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N \ \ \
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\
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o G(O t?IT`(CI>QUillTY
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120' 0 120' 240'
8 SCALE: I•.120' (H°rft.)
3• (APPR0)CUATE)
R
g# g#
AY[ N W
OAT: 19 AA W $OALE
PENDERCOUNTY °?°?°''
?NMM&CREED 6" PVC WATER LINE °"A" E"" MOPoZd1TAL -?
N3 North Front Street PHASE Y BUCK DR. /FAWN DR. DEVCNED A"
. OIEOQD AN8 KPIIGL NIVY
7
7
MATCHLIN STA. 18+00
SEE E SHEET C107
pryo? cncmn-21WAT61LPE MATCHLINE STA. 2+00 AA°^ i 6PNC8t>Fi21wAT61
- dig
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_
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\ \ - _----_----_-_ f-
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(2) 6• 43' W 6005 6' . t' uJ TEE / /
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CROSSING Br
71pOPEN CUT
1777 f;"! _"1
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CFEEK
------- --------------- -- --_ ___ -- S
APR 1200:
m C Plc MR-21 WATER LPE
C P T•s.c c.<.a ui t' 97 w O00 Y Iva ° PM OOR II wAT61 -- •-L,1
STA. 6.91 (2)t'ts•wBENDS \ 1? C:-:"R °.I„T , VI r.l..?., QL.l iY
I OCONTRACTOR TO VERIFY SZE, DEPTH. WATERAL AND LOCATION
FOR ALL LR40ERCROUND UTILITIES PRIOR TO THE START OF
COHSIRUCTICK
2. THE UNOERWO ND UTUTES POUTED ON THE PLANS HAVE BEEN
TANEN FROM INFORMATION WADE AVAILABLE FROM THE VARIOUS
UTUTY OIW40M MS INFORMATION IS NOT INCLUSIVE OF ALL
EASTING UNDERGROUND UTILITIES AND CABLES. THE CONTRACTOR
IS ADVISED MAT ADDTIONAL UNOERGROUNO UTILITIES AND
CABLES WAY EXST ""'CH ARE NOT SHOW" ON THE PLANS
PLEASE BE ADVISED THAT THE UNDERGROUND U1IUTES AND
CABLES COULD CONFLICT NTH THE WATER WAN CONSTRUCTION
AS SHOWN. THE OWNER WILL WOK NTH THE CONTRACTOR TO
REALIGN THE WATER MANS AND APPURTENANCES TO MINIMIZE
CONFLICTS. THE OVER WILL NOT CONSIDER REQUEST FOR
ADDITIONAL COMPENSATION DUE TO THE PRESENCE O
CONFUCTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON
THE PLANS.
5. ALL PVC PIPE SHALL BE SCR-21, CLASS 200. ALL DUCTILE IRON
PIPE (O) SHALL BE CLASS 50.
a HYCHS
.` \. r
LTD4•rmSM-21wATMLK
` STA 6+93
2• PERMAWNT BLOW OFT' ASSLUDL
•Y1 h'
t M SOR-21 wATMUC
u xa ?+W..o
N+[ H L a v FENDER COUNTY SCALE
6" PVC WATER LINE MAW ..?
a..
243 Nl.lh rant SUAe1 V CREEK DR. STA. 2+00 TO STA. 18+00 ,L" - C?
"''" (910)343- N"" `°d"° mt0 ROMPOMITOPSAL BISHOP DR. STA. 2+00 TO STA.
Pnpl.: o16 , F.. [phone] MN )t .'! P.
AAP 7 .: WATER AND SEWER DISTRICT PARK DR. STA. 1+00 TO STA. 8+86 ,,.,
-m611ny.W6.Aan LANDING CT. STA. 1+00 TO STA. 6+21 a..
? `11
U
.,CH

END r M EOR-21 WATER L.PE
STA. 2.60
2' PERMANENT BLOW OFF ASSEMBLY
60 r PVC SM-21 WAT6i ? s I
36 LF PERENNIAL 2' 45'MJ SENDS -
STREAM IMPACT 2'22.5*MJ SENDS \\
? J I
6' 1 2' TAPPING SApOLE
6' CATE VALVE
INSTALL 20 LF. PVC SDR-21 PIPE
5' OE END ET CRSWRO S RCP. SCE // /' ` ? \ \ ?+` \
CROSSING DETAIL '9'. SHEET DI. ?
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a' OFF ,
2- TAPPING SADDLE '/ \ ? s M aCA-21
WAT6t
bA DRY BORE ANO JACK 70 LF
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(2) 45- MJ DEMOS
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STA I . \ -
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2' PERMANENT BLOW OT ASSEMBLY A.?

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OF CJ
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6' 72.5' BOq
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6' OF 60 LT 6' 0.1. CLASS 50
EOP (MN.) 9O YJ BEND
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- a CR

120' 0 120' 240'
SCALE: 1"=120' (Horiz.)
(APPROXIMATE)
y1
APR
NOS . '7 ?Rl,• - {) CI I 11
I. CONTRACTOR TO VERIFY SZE. OEPIH, YAJZRIAL AJO LOCAfIOd-
FOR ALL UNOERCROUNO UTUT6S}PiNO¢ 10'tIE. STMT, Cf.;
CONSTRUCTION. 1 `..`,
Z THE "M"GROINO UTILITIES NOUTCO ON THE PLANS HAVE BEEN
TAKEN FROM INFORMATION MADE AVALABLE FROM THE VARIOUS
UTILITY OWNERS. THIS /EORYAT1OM IS NOT INCLUSIVE Or ALL
E1ISTNG L"DERCROIIQ UTILITIES AND CABLES THE CONTRACTOR
IS ADVISED THAT ADDITIONAL UNDERCROLM UTILITIES AND
CABLES WAY EMST WHICH ARE NOT SHOWN ON THE PLANS
PLEASE BE ADVISED THAT THE UNOERCROUNO UTUTIES NAT
CABLES CORD CONFLICT NTH THE WATER MAN CONSTRICTION
AS SHOWN. THE OWNER WILL WORK 11TH THE CONTRACTOR TO
REALIGN THE WATER YAWS AM) APPURTENANCES TO MINIMIZE
CONFLICTS. THE OWNER WLL NOT CONSDER REOIEST FOR
AOORONAL COMPENSATION DIE TO THE PRESENCE OF
CONFLICTING UTILITIES ANO CABLES THAT ARE NOT SHOWN ON
THE PLANS
7. ALL PVC PPE SHALL BE SOR-21. CUSS 200 ALL OMTXE RON
PPE (D) SHALL BE CLASS 50.
u Nl
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& PENDER COUNIY " ,
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1+00 TO 2+60
.
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TRUMPET ST. STA. 1+00 TO 3+60 ...
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N
NOTES
1. CON ACTOR TO VERILY SIM DEPTH, YATERAL AND LOCATION
FOR ALL UNDEROROUMD UTILITIES PRIOR TO THE STMT OF
CONSTRUCTION.
f. I1E 1NOERCROUNO UTUIIES NOCATID d1 THE PLANS HAVE BEEN
IAKEW FRO1 MFORYAIDN YAOE AYAIABIE fROI THE VARIOUS
UTILITY OWNERS. THIS INFORMATION K NOT NCLU9tE OF ALL
EXISTNO UNDEROlgOq UTUTIES AND CABLES. THE CONTRACTOR
K AONSED THAT ADDIMNAL UDEROtOUNO UTUTEZ AND
CABLES YAY EXIST WHCH ARE NOT SHOWN ON THE PLANS.
PLEASE BE ADMSED THAT THE UIDCROtOMO UTU'S AND
CABLES COULD CONCOCT MTH THE HATER YAN CONSTRUCTION
AS SHOWN 11E OWNER MLL WORK MM THE CONTRACTOR TO
REAUM 711E LATER PANS AND APPURTENANCES TO YN"ZE
CONTLDTS. THE OWNER MLL NOT CONSIDER PEOLIEST FOR
ADDITIONAL COMPENSATION DUE TO THE PRESENCE OF
CONFLICTING UTILITIES AND CAGES THAT ARE NOT SHOW ON
THE PLANS
i ALL PVC PPE SHALL BE SOR-21, CLASS 200L ALL DUCTILE RON
k01) SHALL BE CLASS 50.
0 120'
SCALE: 1"=l 20' (Horiz.)
(APPROXIMATE)
O
N
+p
240'
UlW
w v
HIn
a
u :s ? atc 1f y a SCARF
v?NF M&CREED PENDER COUNTY
6" PVC WATER LINE K"' A P?T_NaT µ
PNAr L,,, NON2pN1AU ...N.o
_ SR1667 COCKLE ST, •'"
243 NatA frpnl S4Net L? d[am ue ° C1I
Pi'(ATE •
P^,, (910)343- LNE 048 , w FR (9
PNyN: c (910)251-E282 ROCKY POINTITOPSAL STA. 19+00 TO STA. 32+00
HIOA NOt Ay N
' ROaaN WATER AND SEWER DISTRICT R 1667 CONCH ST. 2+50 TO STA. 9+0
SR 1666 SHELL ST. 2+00 STA. 12+50

_iTY

10
f
SR 1341 DRf9W000 DR l,o2 f
E PVCDOR rwATeR 213 SO. FT. I
WETLAND IMPACT
? 6' t5' W BEND
DRY BORE AND JACK 30 OF
\ 6• DL CLASS 50 PIPE
1 n.? C P4C
STA. 23.03 SOR-21 WATER UE
? I
2' PERMANENT GLOM OFF ASSEMBLY
- - I _ _ l - pip- - - o - -•Jr-- - /,
L raq
EOP(MN) tm. WN.Wrt
4• . 6' 6
YJ iEE
16, MJ INSTALL 20 LF. 4" PVC SDR-21 PIPE
REQUaR 6.Orr CENTERED UNDER 36" CMP W/ MIN.
E? (?J 12" VERT. SEPARATION. SEE
CROSSING DETAIL 'C' SHEET DI.
4' PM MR-21 WATER
na Mau rnt
K(• a.'4 Pl a

EQUALS STA. 6475 SCALLOP DRIVE
BO 4' PVO =1.21 WATER LW
STA 12.ro
I' PERMANENT BLOW OFF ASSEMBLY
120' 0 120' 240'
SEAL
E: 1"=120' (Horiz )?`'L?'==E
(APPROXIMATE) 1 !11 ?.
PR l 2065
P,cTU1;731:DSTC., ':CH
NoTrs
1. CONTRACTOR M VERIFY SIR, DEPTH. MATERIAL AND LOCATION
FOR ALL U"DERdiaNO Unu1ES PRIOR TO THE START OF N
CORSnNCTIM.
2. M uNDERGRQNO UNITES NdWTED TIE PLANS NAVE BEEN
rAIQ71 FROM ,,I. ON MADE QUAaE FRCP THE VARIOUS
UTILITY OWNERS THIS INFORMATION Is NOT NQU9VE OF ALL
E)OSnNC UN0ERpIQMO UNITES AND CABLES THE CON TRACTOR
IS ADVISED THAT ADOITIONAL UNDERGROUND UNITES AND
CABLES WAY EIaST Wpa ARE Not SHOWN ON THE PLANS
PLEASE BE ADVISED THAT THE UNDERGROUND UNITIES AND
CABLES COULD CONFLICT NTH THE WATER MAIN CONSTRUCTION
AS SHOWN. TIE OWNER TWILL WORN WITH THE CONTRACTOR TO
REALIGN THE WATER MANS AND APPURTENANCES To Lamm m
CONFLICTS. THE OWNER WILL NOT CONSIDER REQUEST FOR
ADOm NAL COMPENSATION DUE TO THE PRESENCE OF
CONFLICTING UNITES AND CABLES THAT ARE NOT SHOWN ON
TIE PLANS
]. ALL PK PPE SHALL BE Sort-IT, CLASS 200. ALL DUCTILE WON
:K .. PVC WATER LINE wR tya SALE °`"?°
& PENDER COUNTY '
'E
+
v R1608 SPOT LN STA
8+50 STA
23+0 w N ZONT.L
M
W
.
. R
A
2u INy1N Fra°L sH..L rlu w A. CLAM POINT STA
1 +CO TO STA
5+80
WJmi
N
tm
tty C
Im
2540 - .
. tltcu6 A.• VI.IIGM: /"fl
g
.
a
-
a
1
P
ROCKY P0?l1'1TOPSAL
BIGFORD CT STA
!, [phone]. Far: [phone] . 1+00 TO STA. 6+00 ^'? °? Ab WA
tfm WATER AND SEWER DISTRICT CALLOP/PENINSULA STA.0+83-STA12+7 St.NY
rEHVas -mt4inpNe.Cam HERMIT CRAB STA. 1+16 TO STA_ 6+14
Q
$ ?S,P
MATCHLINE STA. 12+30
SEE SHEET CI13
4• PIC DOR-r wA161

1 (2) t 45 W BENDS (1) 4. 45' MJ BENDS f
CROSSING By

*
ORY BORE AND JADE 30 V
.
CROSSING
G BY
+h
^
m OPEN at _ 0.1. CLASS SS SS 50 RIPE
4
4
- OPEN
-
a
H F W
WW
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I

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UW
F
(2)t.45.
V-(2)4.45' 4'. t•
MJ SENDS 4J TEE
a
6
EOP (um.)

I _-
----
(2)6. 45.
MJ BENDS

°

CROSSING BY-
V) uJ BENDS I I I 4• . 4' 4' • f uJ TEE 4' PYC DDfhr wAT@R E i OPEN CUT
I MJ TEE
I ECIUALRY STATION I
t
sr. t.N eow t1.
taru w au W.uW Wat
R .tLUO2
F -.aI -

I 4- PM SOW21 MATER C
OSSNC BY
OPEN CUT r CROSSING BY
OPEN CUT
?
•
I N I2.5
W BEND CROSSING BY 6' OFF
OPEN CUT EOP (MN. 1 CROSSING BY

.ry Ed1ALJTYSTATION
n. HN ?oa? ar a r PVC fS)R-r wATBi OPEN CUT
Y

`
?(` ?
t4WS iL 1N1 ftuo 0?( ` /
uJ , 6•
MJ ICE
\ ` \
/ ?n.•W
/
1 ? 6' . 4'
6• . 4a . MJ TEE OFF
I I 1 `PYC'..tCH-r MATES + YJ RE 6 •','19 EOP (WIN)
If I( i
.n I I •n
1 o+.Wt M ? ?W u
O yyy??Ey6Yl
I I 6' PYC LOR-r WATER It M'I
1 r
6' OFF I F
r EOP (YIN.)
I I
V OFF
I I EOP (wN.)
9{00 I 9#00
I I I E v 4' PVC MFI-21 WATER LINE
I I I STA 5.60 1
2• PERMANENT BLOW Orr ASSEMBLY EM IC PVC MR-21 WATER LrE
_ STA. 6.00
T - - ? - - 2• PERMANENT GLOM OFT ASSEMBLY
SOIL & ENVIRONMENTAL CONSULTANTS, PA
NC Division of Water Quality
Tran d Invoice Type Date Reference
6268 031605 Invoice 03/16/05 7128.W3
050560
017442
Check ,lumber: 17442
Date: 03/16/05 Check Amt: $475.00
Balance Discount Pay Amount
$475.00 $0.00 $475.00
?D
D
APR X 2005
IiET(D OSA 'D TOrc" 64 ER ITY
WtCfi