20180436 Ver 1_401 Application_20180318

Ate�LMG
LAND MANAGEMENT GROUP P r
Environmental Consultants 9
March 21, 2018
TO: Mr. Chad Coburn
NC Division of Water Resources Q
127 Cardinal Drive Extension 8 Q 4 3
Wilmington, NC 28405 e
RE: 401 Water Quality Certification Application
Monterey Heights Connection Water Line; Wilmington, NC (New Hanover County)
Dear Chad:
Enclosed is a 401 WQC application for your review. This application is submitted on behalf of
the Cape Fear Public Utility Authority for the installation of a waterline along the River Road
corridor that will connect existing water mains on River Road and Carolina Beach Road in
Wilmington, NC. Temporary impacts to 0.126 acre of wetlands are needed to install the line.
The impact area will be returned to preconstruction grade and seeded once the installation is
complete.
The Pre -Construction Notification form, associated maps, and site plan are enclosed for your
review. Copies of the application and the DWR application fee have been submitted to your
Raleigh office. Please contact me if you have any questions. Thank you for your assistance with
this project.
Sincerely,
Kim Williams
Environmental Scientist
Encl.
Cc: Mr. Carel Vandermeyden, CFPUA
Mr. Jess Powell, McKim & Creed
Ms. Jennifer Burdette, NC DWR
www.lmgroup.net • [e-mail] • Phone: [phone] • Fax: [phone]
3805 Wrightsville Avenue, Suite 15 • Wilmington, NC 28403

W A TE9pG
>WUL�
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
9% #%A a
A.
Pre -Construction Notification (PCN) Form
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the
Corps:
® Section 404 Permit ❑Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
❑ Yes
® No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
® No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
® Yes
❑ No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
Monterey Heights Connection Water Line Project
2b.
County:
New Hanover County
2c.
Nearest municipality / town:
Wilmington
2d.
Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state
project no:
N/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
NNP IV Cape Fear River LLC
3b.
Deed Book and Page No.
6067 205
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
13777 Ballantyne Corporate PI
3e.
City, state, zip:
Charlotte, NC 28277
3f.
Telephone no.:
3g.
Fax no.:
3h.
Email address:
Page 1 of 13
PCN Form — Version 1.3 December 10, 2008 Version

4.
Applicant Information (if different from owner):
4a.
Applicant is:
❑ Agent ® Other, specify: Applicant is in the process of obtaining utility
easement
4b.
Name:
Mr. Carel Vandermeyden; Director of Engineering
4c.
Business name
(if applicable):
Cape Fear Public Utility Authority
4d.
Street address:
235 Government Center Drive
4e.
City, state, zip:
Wilmington, NC 28403
4f.
Telephone no.:
[phone]
4g.
Fax no.:
4h.
Email address:
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Kim Williams
5b.
Business name
(if applicable):
Land Management Group, Inc.
5c.
Street address:
3805 Wrightsville Avenue, Suite 15
5d.
City, state, zip:
Wilmington, NC 28403
5e.
Telephone no.:
[phone]
5f.
Fax no.:
[phone]
5g.
Email address:
[e-mail]
Page 2 of 13

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
Portion of R07000-006-009-000
1 b. Site coordinates (in decimal degrees):
Latitude: 34.149274 N Longitude: -77.922731 W
DD.DDDDDD-DD.DDDDDD
1 c. Property size:
— 4.1 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Barnards Creek
proposed project:
2b. Water Quality Classification of nearest receiving water:
C; Sw
2c. River basin:
Cape Fear
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Project area consists of an undeveloped and forested area that runs parallel to an existing Duke Energy Easement and
CFPUA Sewer Easement.
3b. List the total estimated acreage of all existing wetlands on the property:
0.2 acre
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
N/A
3d. Explain the purpose of the proposed project:
The purpose of this project is to provide an interconnection between two large existing water mains on River Road and
Carolina Beach Road.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project consists of approximately 4,500 linear feet of 16-inch water main to connect existing water mains on River Road
and Carolina Beach Road. The project is located along the River Road corridor. It parallels the Duke Energy transmission line
to the east and the River Lights property to the west. The pipeline will connect to a future water main near the west end of
Barnard's Landing Road and will extend to the south side of the Lorraine Drive and River Road intersection where it will
connect to the water main on River Road. The applicant will dig a trench within the easement and install the waterline. A 40'
wide construction corridor (30' utility easement and 10' construction easement) will be used. Material removed from the trench
will be stockpiled in adjacent upland areas within the easement. Once the pipe is installed, the trench will then be returned to
pre-construction grades. In wetland areas, organic material removed from the trench will be returned to the top 12" and the
area will be seeded. Standard construction equipment will be used.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
®Yes E] No El Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
El Preliminary ®Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company:
Name (if known): Corey Novak
Other: LMG
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
The project area is located within the RiverLights subdivision. Kyle Dahl of the USACE issued a JD on 10/20/15 (Action ID#
SAW-2007-02319).
Page 3 of 13
PCN Form — Version 1.3 December 10, 2008 Version

Project Information and Prior Project History
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ® No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
Page 4 of 13

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ❑ Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts N/A
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary T
W1 ❑ P ®T
Utility Line
Installation
Non -riparian
® Yes
El No
® Corps
® DWQ
0.126
❑ Yes
❑ Corps
W2 ❑ P ❑ T
❑ No
❑ DWQ
❑ Yes
❑ Corps
W3 ❑ P ❑ T
❑ No
❑ DWQ
❑ Yes
❑ Corps
W4 ❑ P ❑ T
❑ No
❑ DWQ
❑ Yes
❑ Corps
W5 ❑ P ❑ T
❑ No
❑ DWQ
2g. Total wetland impacts
0.126
2h. Comments:
3. Stream Impacts N/A
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
❑ PER
❑ Corps
S1 ❑ P ❑ T
❑ INT
❑ DWQ
❑ PER
❑ Corps
S2 ❑ P ❑ T
❑ INT
❑ DWQ
❑ PER
❑ Corps
S3 ❑ P ❑ T
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
3i. Comments:
Page 5of13
PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts: N/A
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number —
Permanent (P) or
Tem ora T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody type
4e.
Area of impact (acres)
01 ❑P❑T
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T
0. Total open water impacts
4g. Comments:
5. Pond or Lake Construction: N/A
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID
number
5b.
Proposed use or purpose
of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
Page 6 of 13

6. Buffer Impacts (for DWQ): N/A
If project will impact a protected riparian
buffer, then complete the chart below.
If yes, then individually list all buffer impacts
below. If any impacts require mitigation,
then you MUST fill out Section D
of this form.
6a.
❑ Neuse
❑ Tar -Pamlico ❑ Other:
Project is in which protected basin?
❑ Catawba
❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary T
impact
B1 ❑P❑T
-required.
El Yes
❑ No
B2 ❑ PEI T
El Yes
❑ No
B3 ❑P❑T
El Yes
❑ No
6h. Total buffer impacts
6i. Comments:
Page 7 of 13

D.
Impact Justification and Mitigation
1.
Avoidance and Minimization
1 a.
Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The applicant has attempted to avoid and minimize impacts to jurisdictional areas as much as possible. All impacts will
occur within a 30' utility easement and 10' construction easement. These areas will be restored to pre -construction grade
and allowed to revegetate once the line is installed.
1 b.
Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Silt fencing will be installed to prevent erosion into adjacent jurisdictional areas and wetland impact areas will be seeded.
2.
Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a.
Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ® No
2b.
If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c.
If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
E] Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3.
Complete if Using a Mitigation Bank: N/A
3a.
Name of Mitigation Bank:
3b.
Credits Purchased (attach receipt and letter)
Type:
Quantity:
3c. Comments:
4.
Complete if Making a Payment to In -lieu Fee Program: N/A
4a.
Approval letter from in -lieu fee program is attached.
❑ Yes
4b.
Stream mitigation requested:
N/A
4c.
If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d.
Buffer mitigation requested (DWQ only):
N/A square feet
4e.
Riparian wetland mitigation requested:
N/A acres
4f.
Non -riparian wetland mitigation requested:
N/A acres
4g.
Coastal (tidal) wetland mitigation requested:
N/A acres
4h.
Comments:
5.
Complete if Using a Permittee Responsible Mitigation Plan: N/A
5a.
If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 8 of 13
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
❑ Yes ® No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required. N/A
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
N/A
6h. Comments: N/A
Page 9 of 13

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1a.
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
Comments:
2.
Stormwater Management Plan
2a..
What is the overall percent imperviousness of this project?
None
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
No impervious cover is proposed with this project.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
❑ Certified Local Government
2e.
Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3.
Certified Local Government Stormwater Review: N/A
3a.
In which local government's jurisdiction is this project?
❑ Phase II
❑ NSW
3b.
Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4.
DWQ Stormwater Program Review: N/A
❑ Coastal counties
❑ HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
El Yes ❑ No
attached?
5.
DWQ 401 Unit Stormwater Review: N/A
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 10 of 13
PCN Form — Version 1.3 December 10, 2008 Version

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the
® Yes
❑ No
use of public (federal/state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes
® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
If you answered `yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
El Yes
❑ No
letter.)
Comments: N/A
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes
® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
❑ Yes
® No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes
® No
additional development, which could impact nearby downstream water quality?
3b.
If you answered `yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
Project will provide an interconnection to existing water mains and will not result in cumulative impacts.
4.
Sewage Disposal (DWQ Requirement)
4a. 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.
Project will provide water to the community. No wastewater will be generated by project.
Page 11 of 13
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
® Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
❑ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
The NC Natural Heritage Program GIS layer was used to determine the presence of federally listed species. The
American alligator is known to occur within the Cape Fear River, Motts Creek, and Barnards Creek. No impacts to these
waterways will occur from this project. Furthermore, LMG staff evaluated the larger RiverLights site in 2016 for red -
cockaded woodpeckers. No RCWs or cavity trees were identified. LMG provided this information to the USFWS and they
concurred with the findings. Additionally, the northern long-eared bat is known to occur within New Hanover County.
Some forested areas will be cut on site, which could affect roosting habitat of the bat. However, this species is a habitat
generalist and the clearing is not expected to adversely affect this species. No blasting or other percussive activities will
occur as a result of the waterline installation. No impacts to federally -listed species are anticipated to occur from this
project.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
The NOAA Fisheries Essential Fish Habitat Mapper GIS program was used to determine the presence of Essential Fish
Habitat. No EFH was noted within the project area.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
The NC State Historic Preservation Office HPOWEB GIS mapping resource was used to determine the presence of
cultural or historic resources. No cultural or historical resources were noted within or adjacent to the site.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
® Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? The NC Floodplain Mapping Information System
website was used to determine the boundaries of the 100 -year floodplain.
Kim Williams
I k- 1
3/21/2018
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 12 of 13

AGENT AUTHORIZATION FORM
TO WHOM IT MAY CONCERN:
I/we, the undersigned, hereby authorize Land Management Group, Inc. to act as our agent in the
preparation and representation of information related to the Section 404/441 permit application
for the Monterrey Heights Interconnect; Wilmington. NC project. All questions in regards to this
project should be directed to Land Management Group, Inc.
Sincerely,
Applicant
Print Namur
"9 -
` Date

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HERE, DeLorme, USGS, Intermap, increment P Corp., NRCAN, Esri
Japan, METI. Esri China (Hong Kong), Esri (Thailand), TomTom,
Mapmylndia, C OpenStreetMap contributors. and the GIS User
Community
'Boundaries are approximate and are not meant to be absolute.
Map Source: ArcGIS World Street Map SCALE 1" = 1 mile
Monterey Heights Connection LMG
New Hanover County, NC _ Figure 1
www.lmgroup.net Vicinity Map
March 2018 3805 Wrightsville Avenue
LMG # 40-18-056 Wilmington, NC 28403
Phone: [phone] Fax: [phone]

`Boundaries are approximate and are not meant to be absolute.
Map Source: USGS Wilmington Quadrangle 7.5 minute
Monterey Heights Connection
New Hanover County, NC
LMG
www.lmgrouo.net
March 2018 3805 Wrightsville Avenue
LMG # 40-18-056 Wilmington, NC 28403
Phone: [phone] Fax: [phone]
SCALE 1" = 1,000'
Figure 2
USGS Topographic Map

Y*
P
a
Cl�- f,
Legend
Kr: Kureb sand
Le: Leon sand
Pm: Pamlico muck
*Boundaries are approximate and are not meant to be absolute.
Map Source: NRCS Soil Survey SCALE 1" - 1,000'
Monterey Heights Connection LMG
New Hanover County, NC _ - Figure 3
www.lmgrouo.net Soils Map
March 2018 3805 Wrightsville Avenue
LMG # 40-18-056 Wilmington, NC 28403
Phone: [phone] Fax: [phone]

IBoundaries are approximate and are not meant to be absolute.
Map Source: 2016 NC OneMap Aerial Photography
Monterey Heights Connection
New Hanover County, INC
March 2018
LMG # 40-18-056
LMG
www.lmgrour).net
3805 Wrightsville Avenue
Wilmington, NC 28403
Phone: [phone] Fax: [phone]
a
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Figure 4
Aerial Photograph

MONTEREY HEIGHTS
CONNECTION
McKim & Creed Project #05367-0042
SEAL -
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PRELIMINARY DESIGN
NOT RELEASED FOR CONSTRUCTION
MARCH 2018
VICINITY MAP
NOT TO SCALE
v NFKIM&CREED
243 North Front ST
Wilmington, North Carolina 28401
Phone: [phone] , Fax: [phone]
License: F-1222
www.mckimcreed.com
itp
N=Cape Fear
Public Utility Authority
Stewardship. Sustainablility. Service.
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SHEET INDEX
G-1
GENERAL NOTES, LEGEND AND INDEX SHEET
C-1
PLAN AND PROFILE STA 10+00 TO STA 25+00
C-2
PLAN AND PROFILE STA 25+00 TO STA 40+00
C-3
PLAN AND PROFILE STA 40+00 TO STA 55+41.30
D-1
STANDARD DETAILS
-2STANDARD
1
DETAILS
D-3
EROSION CONTROL DETAILS
itp
N=Cape Fear
Public Utility Authority
Stewardship. Sustainablility. Service.
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NOTES:
1. ALL WORK SHALL COMPLY WITH APPLICABLE STATE, FEDERAL, AND LOCAL CODES, AND ALL NECESSARY LICENSES AND PERMITS SHALL BE
OBTAINED BY THE CONTRACTOR AT HIS EXPENSE, UNLESS PREVIOUSLY OBTAINED BY THE OWNER AND PROVIDED AT THE PRE CONSTRUCTION
CONFERENCE.
2. DEVIATION FROM THESE PLANS AND NOTES WTHOUT THE PRIOR WRITTEN CONSENT BY THE OWNER OR HIS REPRESENTATIVE OR THE ENGINEER MAY
BE CAUSE FOR WORK TO BE UNACCEPTABLE.
3.ALL PIPE LENGTHS AND DISTANCES BETWEEN STRUCTURES ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE ALONG A
HORIZONTAL PLANE.
4. LOCATIONS OF EXISTING SHOWN UTILITIES ARE APPROXIMATE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE SIZE, DEPTH,
MATERIAL, AND LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION AND TO TAKE WHATEVER STEPS ARE NECESSARY TO
PROVIDE FOR THEIR PROTECTION. THE ENGINEER HAS ATTEMPTED TO LOCATE AND INDICATE ALL EXISTING UTILITIES ON THE PLANS; HOWEVER, THIS
INFORMATION IS SHOWN FOR THE CONTRACTOR'S CONVENIENCE ONLY. THE ENGINEER AND THE OWNER ASSUME NO RESPONSIBILITY FOR THE LOCATIONS
OF UTILITIES SHOWN OR NOT SHOWN. AT LEAST 48 HOURS PRIOR TO DIGGING ON OR OFF SITE, THE CONTRACTOR SHALL HAVE ALL UTILITIES LOCATIONS
LOCATED BY "NC ONE -CALL" 1-800-632-4949, THE CONTRACTOR SHALL CONTACT ANY UTILITY COMPANY WHOSE UTILITIES ARE NOT LOCATED BY "NC
ONE CALL" FOR EXACT LOCATION OF THEIR UTILITIES PRIOR TO STARTING CONSTRUCTION. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR
TO REPAIR AND/OR REPLACE ANY AND ALL DAMAGE MADE TO UTILITIES BY THE CONTRACTOR TO EXISTING CONDITIONS AT THE CONTRACTOR'S EXPENSE
5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD ANY FIELD CONDITIONS BE ENCOUNTERED THAT VARY FROM THE INFORMATION
PROVIDED IN THE CONTRACT DOCUMENTS.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH DUKE ENERGY A MINIMUM OF 30 DAYS PRIOR TO CONSTRUCTION FOR ANY
ADDITIONAL SUPPORT OR RELOCATION OF EXISTING POWER POLES AS REQUIRED FOR PIPELINE INSTALLATION. ALL COSTS OF SUCH WORK SHALL BE PAID
BY THE CONTRACTOR. DUKE ENERGY DISTRIBUTION LINE REPRESENTATIVE: MR. JERRY PEARSEN [phone].
7. TRAFFIC ISLANDS, CURBS AND CONCRETE DRIVEWAYS SHALL BE REPLACED TO THE FIRST EXPANSION JOINT BEYOND THE TRENCH EXCAVATION
LIMITS AND TO THE FULL WIDTH. TRAFFIC ISLANDS, CURBS AND CONCRETE DRIVEWAYS SHALL MATCH EXISTING.
8.THE CONTRACTOR SHALL FURNISH AND INSTALL ALL SHEETING REQUIRED FOR THE INSTALLATION OF THE UTILITY, ALL EXCAVATIONS SHALL BE KEPT
WITHIN THE DESIGNATED RIGHT OF WAY OR EASEMENT WOTHS, EXCAVATION WITHIN PAVED AREAS SHALL BE KEPT TO A MINIMUM. SHEETING SHALL BE
INSTALLED AS REQUIRED TO PROTECT EXISTING UTILITIES.
9. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO THE OWNER AND PUBLIC. THE CONTRACTOR SHALL
PROVIDE TRAFFIC CONTROL AND ERECT AND MAINTAIN AT ALL TIMES DURING THE DUKE OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS,
FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAG MEN AND WATCHMEN AS NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS
WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK. CONSTRUCTION SIGNAGE SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF
'CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" BY THE NCDOT.
10. CLEARING REQUIREMENTS AND/OR CLEARING LIMITS ARE NOT DEPICTED ON PLANS. CLEARING THAT IS NOT SHOWN ON PLANS WILL BE NECESSARY
FOR CONSTRUCTION. CONTRACTOR SHALL FIELD VERIFY REQUIRED CLEARING PRIOR TO SUBMITTING A BID AND SHALL INCLUDE COST TO PERFORM ALL
CLEARING NECESSARY FOR CONSTRUCTION OF THE PROJECT IN THE COST OF THE WORK. THEREFORE NO SEPARATE PAYMENT FOR CLEARING SHALL BE
MADE. ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK, SUCH AS TREES, VEGETATION, FENCING, ETC.,
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF-SITE AT A STATE APPROVED DISPOSAL SITE. RECEIVE
ENGINEER'S APPROVAL FOR ANY LANDSCAPE REMOVAL.
11, PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VIDEOTAPE PIPE LINE ALIGNMENT INCLUDING ALL DRIVEWAYS, SIDEWALKS, ETC., TO BE DISTURBED
WITHIN THE PROJECT CONSTRUCTION AREA. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION OR BETTER. VIDEO SHALL BE SUBMITTED
TO THE ENGINEER PRIOR TO THE START OF CONSTRUCTION.
12. CONTRACTOR SHALL MAINTAIN AN APPROPRIATE CONSTRUCTION ENTRANCE FOR INGRESS/EGRESS TO EACH PROPERTY AT ALL TIMES.
13. LIMITS OF CONSTRUCTION ARE SHOWN AS ALLOWED LIMITS OF DISTURBANCE AND DO NOT GRANT RIGHT OF ENTRY TO PRIVATE PROPERTY.
CONTRACTOR TO SECURE RIGHT OF ENTRY FOR ALL PROPERTIES OUTSIDE OF EASEMENTS & PUBLIC RIGHT-OF-WAY WHICH WILL BE DISTURBED OR
ENCROACHED UPON DURING CONSTRUCTION. WHERE THE CONTRACTOR DETERMINES THAT ENCROACHMENT ONTO PRIVATE PROPERTY IS NECESSARY, AND
AN EASEMENT HAS NOT BEEN PROVIDED, THE CONTRACTOR SHALL CONTACT INDIVIDUAL PROPERTY OWNERS AND OBTAIN WRITTEN APPROVAL FOR THAT
ENCROACHMENT.
14. THE CONTRACTOR SHALL PROVIDE ALL SURVEY WHERE NECESSARY FOR CONSTRUCTION. ANY EXISTING STAKE OUT OR BENCHMARKS SHALL NOT BE
USED BY THE CONTRACTOR.
15. CONTRACTOR SHALL NOTIFY HOME AND BUSINESS OWNERS AT LEAST 14 DAYS PRIOR TO ANY CONSTRUCTION ACTIVITY THAT WILL TAKE PLACE IN
THEIR AREA.
16. CONTRACTOR SHALL REMOVE, STORE AND REPLACE ALL CONFLICTING MAIL BOXES, CULVERTS, HEADWALL, ORNAMENTAL STRUCTURES, ETC. WITHIN
THE RIGHT OF WAY. CONFLICTING TREES WITHIN THE RIGHT OF WAY SHALL BE REMOVED AS DIRECTED BY THE ENGINEER BUT NOT REPLACED,
17. EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE INSTALLED ACCORDING TO NORTH CAROLINA SEDIMENT AND EROSION CONTROL
STANDARDS AND AS DIRECTED BY THE ENGINEER. ALL DEVICES SHALL BE MAINTAINED SUCH THAT THEY FUNCTION AS INTENDED. AFTER COMPLETION OF
THE PROJECT THE CONTRACTOR SHALL REMOVE ALL EROSION CONTROL DEVICES WHERE A GOOD STAND OF GRASS HAS BEEN ESTABLISHED AND EROSION
IS NO LONGER EVIDENT, REMOVAL OF THE REMAINDER OF THE EROSION CONTROL DEVICES SHALL OCCUR AS OTHER AREAS ARE STABILIZED. REMOVAL OF
THE EROSION CONTROL DEVICES SHALL BE PERMITTED ONLY WITH THE PRIOR APPROVAL OF THE ENGINEER.
18. ALL AREAS DISTURBED BY GRADING, EXCAVATION, AND GENERAL CONSTRUCTION SHALL BE SEEDED, MULCHED, AND RESTORED IN ACCORDANCE WITH
NORTH CAROLINA SEDIMENT AND EROSION CONTROL STANDARDS.
19. EXISTING VEGETATION OUTSIDE OF THE CLEARING LIMITS TO REMAIN SHALL BE PROTECTED FROM DAMAGE
20. ALL CONSTRUCTION ACTIVITY SHALL BE LIMITED TO PUBLIC RIGHT-OF-WAY, CITY OF WILMINGTON RIGHT-OF-WAY, AND OWNER OBTAINED
EASEMENTS.
21. ANY AREAS THE CONTRACTOR UTILIZES FOR STOCKPILING SHALL HAVE ADEQUATE EROSION CONTROL MEASURES INSTALLED PER THE NORTH
CAROLINA SEDIMENT AND EROSION CONTROL HANDBOOK. CONTRACTOR IS RESPONSIBLE FOR SECURING WRITTEN PERMISSION FROM PROPERTY OWNER
PRIOR TO STOCKPILING MATERIAL.
22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS CONSTRUCTION ACTIVITIES WITH THOSE OF OTHER CONTRACTORS AND OTHER
ENTITIES INVOLVED IN ORDER TO ASSURE EFFICIENT AND ORDERLY INSTALLATION OF EACH PART OF THE WORK. COORDINATION CONFLICTS SHALL BE
IMMEDIATELY DIRECTED TO THE ENGINEER.
23. THE CONTRACTOR SHALL NOT USE EXISTING SANITARY SEWERS AS A MEANS OF DEWATERING DURING CONSTRUCTION WORK. CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL SURFACE WATER RUNOFF AND GROUND WATER FROM THE TRENCHES AND SHALL PROVIDE NECESSARY DEWATERING AND PUMPING
EQUIPMENT FOR HANDLING THESE FLOWS DURING CONSTRUCTION. DEWATERING ACTIVITIES TO COMPLY WITH ALL FEDERAL, STATE, AND LOCAL LAWS. ANY
ADDITIONAL PERMITS REQUIRED AS A RESULT OF DEWATERING ACTIVITIES ARE THE CONTRACTOR'S RESPONSIBILITY. ALL DEWATERING COSTS ARE
CONSIDERED ANCILLARY TO THE COST OF WORK AND NO ADDITIONAL COMPENSATION WILL BE CONSIDERED FOR DEWATERING. EROSION CONTROL
MEASURES SHOWN ON PLANS ARE DESIGNED FOR RAINFALL EVENTS ONLY AS PER NCDEO REGULATIONS. ADDITIONAL MEASURES REQUIRED TO
CONTAIN/CONTROL DEWATERING ACTIVITIES AND ASSOCIATED DISCHARGES SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND INCLUDED IN
THE COST OF THE WORK.
24. ANY AND ALL DISTURBED PROPERTY PINS SHALL BE RESET BY A PROFESSIONAL SURVEYOR LICENSED IN THE STATE OF NORTH CAROLINA
25. EXISTING WATER & SEWER SERVICES DAMAGED AS A RESULT OF CONSTRUCTION SHALL BE REPAIRED/REPLACED/RELOCATED AS REQUIRED FOR
CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.
26. EXISTING SANITARY SEWER SYSTEMS SHALL REMAIN IN SERVICE AT ALL TIMES DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR
ALL WORK NECESSARY TO MAINTAIN FLOW THROUGH EXISTING SYSTEM DURING CONSTRUCTION (BYPASS PUMPING, PUMP & HAUL, PLUGS, ETC.) AT NO
ADDITIONAL COST TO THE OWNER. BYPASS PUMPING PLAN MUST BE SUBMITTED PRIOR TO CONSTRUCTION AND APPROVED BEFORE LINE IS REMOVED
FROM SERVICE.
27. CONTRACTOR SHALL HAVE ON SITE AT ALL TIMES REPAIR MATERIALS FOR ALL EXISTING PIPE LINES SHOWN ON THE PLANS. ALL REPAIR CLAMPS &
HARDWARE MUST BE OF STAINLESS STEEL CONSTRUCTION.
28. LIMITS OF CONSTRUCTION SHALL BE DEFINED AS WITHIN THE LIMITS OF DOT RIGHT-OF-WAY AND OVMER OBTAINED EASEMENTS DEPICTED ON THE
DRAWINGS UNLESS OTHERWISE NOTED. ALL DAMAGES INCURRED AS A RESULT OF ACTIVITY OUTSIDE THE DESIGNED CONSTRUCTION LIMITS SHALL BE THE
CONTRACTOR'S RESPONSIBILITY.
29. CONTRACTOR TO VERIFY SIZE, DEPTH, MATERIAL AND LOCATION FOR ALL UNDERGROUND UTILITIES PRIOR TO THE START OF CONSTRUCTION. TEST
EXCAVATIONS TO DETERMINE SUCH INFORMATION SHALL BE DONE PRIOR TO CONSTRUCTION AT THE CONTRACTOR'S EXPENSE.
30. SEDIMENT & EROSION CONTROLS SHOWN ARE MINIMUM ALLOWABLE. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION & MAINTENANCE OF
ADDITIONAL SEDIMENT & EROSION CONTROLS AS REQUIRED TO COMPLY WITH ALL APPLICABLE FEDERAL, STATE & LOCAL LAWS.
31. BY SUBMITTING A BID THE CONTRACTOR ATTESTS THEY HAVE PERFORMED ALL SITE VERIFICATIONS AS REQUIRED TO BE CONFIDENT IN EXISTING
CONDITIONS AND AS SUCH NO CLAIMS FOR ADDITIONAL PAYMENT SHALL BE CONSIDERED FOR FIELD CONDITIONS WHICH MAY DIFFER FROM WHAT IS
SHOWN ON THE PLAN SHEETS.
32. SLOPES (INCLUDING CUTS, FILLS AND DITCH BANKS) THAT ARE STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL LEFT EXPOSED WILL, WITHIN SEVEN
(7) CALENDAR DAYS AFTER COMPLETION OF ANY PHASE OF GRADING, BE PROVIDED WITH GROUNDCOVER. SLOPES THAT ARE 3 HORIZONTAL TO 1
VERTICAL OR FLATTER WILL BE PROVIDED WITH GROUNDCOVER WITHIN FOURTEEN (14) CALENDAR DAYS.
33. TEMPORARY CONSTRUCTION EXCAVATION SHORING SHALL COMPLY NTH LOCAL, STATE, & FEDERAL GOVERNING REGULATIONS, INCLUDING OSHA (29
CFR PART 1926) EXCAVATION TRENCH SAFETY STANDARDS.
34. STOCKPILES SHALL BE SETBACK A MINIMUM HORIZONTAL DISTANCE FROM THE TOP EDGE OF THE EXCAVATION EQUAL TO THE MAXIMUM DEPTH OF
THE EXCAVATION, UNLESS A SHORING SYSTEM IS DESIGN BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NORTH CAROLINA TO HANDLE
STOCKPILE SURCHARGE LOADS.
SYMBOLLEGEND
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PROPOSED SANITARY SEWER MANHOLE
EXISTING SANITARY SEWER MANHOLE
pq
SANITARY SEWER VALVE
0
CLEANOUT
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CURB INLET (CI) OR CATCH BASIN (CB)
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STORM DRAIN MANHOLE
YARD LIGHT
ELECTRIC HANDHOLE
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FIBER OPTIC PEDESTAL
Q
FIBER OPTIC MARKER/FLAG
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IRF
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WATER METER
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ELECTRICAL METER BOX
TREE UNE/LANDSCAPING
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UNDERGROUND TELEPHONE UNE
-
UNDERGROUND FIBER OPTIC UNE
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UNDERGROUND GAS MAIN
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WATERLINE
SEWER FORCE MAIN
GRAVITY SEWER MAIN
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OVERHEAD ELECTRIC LINE
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TEST HOLE LOCATION (TYP)
REFER TO TECHNICAL SPECIFICATIONS
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TEST HOLES
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WILMINGTON, NORTH CAROLINA 28401
TELE: [phone]
FAX: [phone]
LICENSE: F-1222
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TREE LEGEND
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1110 R9
LOCATION MAP
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vwla4&C7.EED
243 NORTH FRONT ST
WILMINGTON, NORTH CAROLINA 28401
TELE: [phone]
FAX: [phone]
LICENSE: F-1222
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CAPE FEAR PUBLIC UTILITY AUTHORITY STANDARD NOTES:
1. SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS
STEEL SEWER GUARDS REQUIRED AT MANHOLES LOCATED IN
TRAFFIC AREAS.
2. WATER AND SEWER SERVICES SHALL BE PERPENDICULAR TO
MAIN AND TERMINATE AT RIGHT-OF-WAY LINE. SEWER
SERVICES IN CUL-DE-SACS ARE REQUIRED TO BE
PERPENDICULAR, OR MUST ORIGINATE IN END OF LINE
MANHOLE AND TERMINATE AT RIGHT-OF-WAY UNE.
3. ALL SERVICES TYING INTO DUCTILE IRON MAINS SHALL BE
CONSTRUCTED OF CLASS 50, DIP, WITH PROTECTO 401
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4. MINIMUM 10' UTILITIES EASEMENT PROVIDED ALONG THE
FRONTAGE OF ALL LOTS AND AS SHOWN FOR NEW
DEVELOPMENTS.
5. NO FLEXIBLE COUPLINGS SHALL BE USED.
6. ALL STAINLESS STEEL FASTENERS SHALL BE 316.
7. CLEANOUT$ SHALL BE LOCATED A MINIMUM OF 12 FEET FROM
ALL PROPERTY CORNERS. WATER METER BOXES ARE TO BE A
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A., Nf' mVi&cam
243 NORTH FRONT ST
WILMINGTON, NORTH CAROUNA 28401
TELE: [phone]
FAX: [phone]
LICENSE: F-1222
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1. SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS
STEEL SEWER GUARDS REQUIRED AT MANHOLES LOCATED IN
TRAFFIC AREAS.
2. WATER AND SEWER SERVICES SHALL BE PERPENDICULAR TO
MAIN AND TERMINATE AT RIGHT-OF-WAY LINE. SEWER
SERVICES IN CUL-DE-SACS ARE REQUIRED TO BE
PERPENDICULAR, OR MUST ORIGINATE IN END OF LINE
MANHOLE AND TERMINATE AT RIGHT-OF-WAY UNE.
3. ALL SERVICES TYING INTO DUCTILE IRON MAINS SHALL BE
CONSTRUCTED OF CLASS 50, DIP, WITH PROTECTO 401
CERAMIC EPDXY LINING.
4. MINIMUM 10' UTILITIES EASEMENT PROVIDED ALONG THE
FRONTAGE OF ALL LOTS AND AS SHOWN FOR NEW
DEVELOPMENTS.
5. NO FLEXIBLE COUPLINGS SHALL BE USED.
6. ALL STAINLESS STEEL FASTENERS SHALL BE 316.
7. CLEANOUT$ SHALL BE LOCATED A MINIMUM OF 12 FEET FROM
ALL PROPERTY CORNERS. WATER METER BOXES ARE TO BE A
MINIMUM OF 5 FEET FROM THE PROPERTY CORNER.
A., Nf' mVi&cam
243 NORTH FRONT ST
WILMINGTON, NORTH CAROUNA 28401
TELE: [phone]
FAX: [phone]
LICENSE: F-1222
30
20
10
0
-10
25+00
100' DATE'
!9 MAR
PLAN AND PROFILE SC&L 2016
10, AS SHOWN
19 L STA 10+00 TO STA 25+00 DRANK BY:
JPV
APE FEAR CHECKED By
REV: DESCRIPTION DATE:
=Cape Fear
Public Utility Authority
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CAPE FEAR PUBLIC UTILITY AUTHORITY STANDARD NOTES:
1. SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS
STEEL SEWER GUARDS REQUIRED AT MANHOLES LOCATED IN
TRAFFIC AREAS.
2. WATER AND SEWER SERVICES SHALL BE PERPENDICULAR TO
MAIN AND TERMINATE AT RIGHT-OF-WAY LINE. SEWER
SERVICES IN CUL-DE-SACS ARE REQUIRED TO BE
PERPENDICULAR, OR MUST ORIGINATE IN END OF LINE
MANHOLE AND TERMINATE AT RIGHT-OF-WAY UNE.
3. ALL SERVICES TYING INTO DUCTILE IRON MAINS SHALL BE
CONSTRUCTED OF CLASS 50, DIP, WITH PROTECTO 401
CERAMIC EPDXY LINING.
4. MINIMUM 10' UTILITIES EASEMENT PROVIDED ALONG THE
FRONTAGE OF ALL LOTS AND AS SHOWN FOR NEW
DEVELOPMENTS.
5. NO FLEXIBLE COUPLINGS SHALL BE USED.
6. ALL STAINLESS STEEL FASTENERS SHALL BE 316.
7. CLEANOUT$ SHALL BE LOCATED A MINIMUM OF 12 FEET FROM
ALL PROPERTY CORNERS. WATER METER BOXES ARE TO BE A
MINIMUM OF 5 FEET FROM THE PROPERTY CORNER.
A., Nf' mVi&cam
243 NORTH FRONT ST
WILMINGTON, NORTH CAROUNA 28401
TELE: [phone]
FAX: [phone]
LICENSE: F-1222
30
20
10
0
-10
25+00
100' DATE'
!9 MAR
PLAN AND PROFILE SC&L 2016
10, AS SHOWN
19 L STA 10+00 TO STA 25+00 DRANK BY:
JPV
APE FEAR CHECKED By
REV: DESCRIPTION DATE:
=Cape Fear
Public Utility Authority
PUBLIC UTILITY AUTHORITY
AWB
MONTEREY HEIGHTS
PROJECT NO.:
CONNECTION
5367-0042
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STEEL SEWER GUARDS REQUIRED AT MANHOLES LOCATED IN
TRAFFIC AREAS.
2. WATER AND SEWER SERVICES SHALL BE PERPENDICULAR TO
MAIN AND TERMINATE AT RIGHT -DF -WAY UNE. SEWER
SERVICES IN CUL-DE-SACS ARE REQUIRED TO BE
PERPENDICULAR, OR MUST ORIGINATE IN END OF LINE
MANHOLE AND TERMINATE AT RIGHT-OF-WAY LINE.
3. ALL SERVICES TYING INTO DUCTILE IRON MAINS SHALL BE
CONSTRUCTED OF CLASS 50, DIP, WITH PROTECTO 401
CERAMIC EPDXY LINING.
4. MINIMUM 10' UTILITIES EASEMENT PROVIDED ALONG THE
FRONTAGE OF ALL LOTS AND AS SHOWN FOR NEW
DEVELOPMENTS.
5. NO FLEXIBLE COUPLINGS SHALL BE USED.
6. ALL STAINLESS STEEL FASTENERS SHALL BE 316.
7. CLEANOUTS SHALL BE LOCATED A MINIMUM OF 12 FEET FROM
ALL PROPERTY CORNERS. WATER METER BOXES ARE TO BE A
MINIMUM OF 5 FEET FROM THE PROPERTY CORNER.
28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00
50' 0 50' 100'
SCALE: 1"=50' (Horiz.)
5' 0 5' 10'
SCALE: 1"=5' (Vert.)
v
�NFIC M&CRH D
243 NORTH FRONT ST
WILMINGTON, NORTH CAROLINA 28401
TELE: [phone]
FAX: [phone]
LICENSE: F-1222
REV: DESCRIPTION DATE:
m
Cape Fear
Public Utility Authority
40
30
20
10
0
36+00 37+00 38+00 39+00 40+00
DAIS:
PUBLIC UTILITY AUTHORITY
Awe
MAR 2018
PLAN AND PROFILE
PROJECT NO.:
scALE:
5367-0042
AS SHOWN
STA 25+00 TO STA 40+00
CAPE FEAR PUBLIC UTILITY AUTHORITY
SHEET NO:
235 GOVERNMENT CENTER DRIVE
WILMINGTON, NC 28403
DRAWN BY
^
CSL
OFFICE: [phone]
JPV
CAPEFEAR
CHECKED BY
PUBLIC UTILITY AUTHORITY
Awe
MONTEREY HEIGHTS
PROJECT NO.:
CONNECTION
5367-0042
CAPE FEAR PUBLIC UTILITY AUTHORITY
SHEET NO:
235 GOVERNMENT CENTER DRIVE
WILMINGTON, NC 28403
^
CSL
OFFICE: [phone]

70' DUKE ENERGY
TRANSMISSION
EASEMENT
25' DISTURBANCE
BO DISTURBANCE 16" PVC WATER MAIN BOUNDARY
y� BOUNDARY
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- \ - /� N EASEMENT AS_NE DED
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REMOVE EXISTING
B. WATER MAIN CONNECT TO
AS NECESSARY r EXISTING B"
CAP EXISTING -{- WATER MAIN
e" WATER MAIN H
j� NEW 8" GATE
VALVE
NEW 16"
WATER MAIN NEW 16"xB"
REDUCER
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\ 11.,•7 /"`ND ICopbECTTO 'OAS VALVE \\ 1 . \
v •A AA k �l 1 (2) 22:,50 -\BEND 1 V• V
- 10, NdN MUNICiP4 1 A
EASEME\IJT
l
� � _ _ _ �R✓W I � � I
10
40+00
41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00
CAPE FEAR PUBLIC UTILITY AUTHORITY STANDARD NOTES•
1. SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS
STEEL SEWER GUARDS REQUIRED AT MANHOLES LOCATED IN
TRAFFIC AREAS.
2. WATER AND SEWER SERVICES SHALL BE PERPENDICULAR TO
MAIN AND TERMINATE AT RIGHT-OF-WAY UNE. SEWER
SERVICES IN CUL-DE-SACS ARE REQUIRED TO BE
PERPENDICULAR, OR MUST ORIGINATE IN END OF LINE
MANHOLE AND TERMINATE AT RIGHT-OF-WAY LINE.
3. ALL SERVICES TYING INTO DUCTILE IRON MAINS SHALL BE
CONSTRUCTED OF CLASS 50, DIP, WITH PROTECTO 401
CERAMIC EPDXY LINING.
4. MINIMUM 10' UTILITIES EASEMENT PROVIDED ALONG THE
FRONTAGE OF ALL LOTS AND AS SHOWN FOR NEW
DEVELOPMENTS.
5. NO FLEXIBLE COUPLINGS SHALL BE USED.
6. ALL STAINLESS STEEL FASTENERS SHALL BE 316.
7. CLEANOUTS SHALL BE LOCATED A MINIMUM OF 12 FEET FROM
ALL PROPERTY CORNERS. WATER METER BOXES ARE TO BE A
MINIMUM OF 5 FEET FROM THE PROPERTY CORNER.
vM��c�
243 NORTH FRONT ST
WILMINGTON, NORTH CAROLINA 28401
TELE: [phone]
FAX: [phone]
LICENSE: F-1222
50
40
30
20
10
55+50
50' 0 50' 100' DATE:
MAR 2018
SCALE: 1"=50' (HDriz.) PLAN AND PROFILE SCALE:
AS SHOWN
5' ° 5 10' STA 40+00 TO STA 55+41.30
DRANK BY:
SCALE: 1"=5' (Vert.) JPV
CAPEFEAR CHECKED BY
REV: DESCRIPTION DATE:
Cape Fear
Public Utility Authority
PUBLIC UTILITY AUTHORITY
Awe
MONTEREY HEIGHTS
PROJECT NO.:
CONNECTION
k5367-0042
CAPE FEAR PUBLIC UTILITY AUTHORITY
SHEET NO:
235 GOVERNMENT CENTER DRIVE
WILMINGTON, NC 28403
C 3
OFFICE: [phone]
END 16
PVC WA IER MAIN
- ----- -
.�
•
y
"'XIS TING
GROUND
CON
E X I
WA
ECTTO
_ NG_ "
R MAIN
CONNED
EXISTING
r TO EXgI1N0kL17E VALVE
T
LORRAINE DR
tASPH� � -
T
CEN aFn
.OVER 36" RCP
/ 2' MIN
18 RCP
,,i
COVER
22,50'
DI BEND
TEE
-- SEE' PIPE-
CROSSING' -
DETAIL
EXISTING 8" -
WATER MAIN
IN I PLACE
STI(U TUIkAL -.
SUPPORT
-16"x16"
EXISTING-
36"
_-_--- RCP__
---- -
16" P
C WATER MAIN
60 LF 30' SCP INSTALLED
VIA JACK AND BORE
— -- - -
-
10
40+00
41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00
CAPE FEAR PUBLIC UTILITY AUTHORITY STANDARD NOTES•
1. SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS
STEEL SEWER GUARDS REQUIRED AT MANHOLES LOCATED IN
TRAFFIC AREAS.
2. WATER AND SEWER SERVICES SHALL BE PERPENDICULAR TO
MAIN AND TERMINATE AT RIGHT-OF-WAY UNE. SEWER
SERVICES IN CUL-DE-SACS ARE REQUIRED TO BE
PERPENDICULAR, OR MUST ORIGINATE IN END OF LINE
MANHOLE AND TERMINATE AT RIGHT-OF-WAY LINE.
3. ALL SERVICES TYING INTO DUCTILE IRON MAINS SHALL BE
CONSTRUCTED OF CLASS 50, DIP, WITH PROTECTO 401
CERAMIC EPDXY LINING.
4. MINIMUM 10' UTILITIES EASEMENT PROVIDED ALONG THE
FRONTAGE OF ALL LOTS AND AS SHOWN FOR NEW
DEVELOPMENTS.
5. NO FLEXIBLE COUPLINGS SHALL BE USED.
6. ALL STAINLESS STEEL FASTENERS SHALL BE 316.
7. CLEANOUTS SHALL BE LOCATED A MINIMUM OF 12 FEET FROM
ALL PROPERTY CORNERS. WATER METER BOXES ARE TO BE A
MINIMUM OF 5 FEET FROM THE PROPERTY CORNER.
vM��c�
243 NORTH FRONT ST
WILMINGTON, NORTH CAROLINA 28401
TELE: [phone]
FAX: [phone]
LICENSE: F-1222
50
40
30
20
10
55+50
50' 0 50' 100' DATE:
MAR 2018
SCALE: 1"=50' (HDriz.) PLAN AND PROFILE SCALE:
AS SHOWN
5' ° 5 10' STA 40+00 TO STA 55+41.30
DRANK BY:
SCALE: 1"=5' (Vert.) JPV
CAPEFEAR CHECKED BY
REV: DESCRIPTION DATE:
Cape Fear
Public Utility Authority
PUBLIC UTILITY AUTHORITY
Awe
MONTEREY HEIGHTS
PROJECT NO.:
CONNECTION
k5367-0042
CAPE FEAR PUBLIC UTILITY AUTHORITY
SHEET NO:
235 GOVERNMENT CENTER DRIVE
WILMINGTON, NC 28403
C 3
OFFICE: [phone]

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