20160685 Ver 1_401 Application_20160716

COURTESY
COPY
A!�LMG 2'0 1 6' 0 6 8 5
LAND MANAGEMENT GROUP INC
Environmental Consultants
July 8, 2016
r
TO: Mr. John Policarpo
U.S. Army Corps of Engineers
69 Darlington Avenue
Wilmington, NC 28403
R_9@[RL9W1
JUL 1 2 2016
DEQ -WATER RESOURCES
401 & BUFFER PERMITTING
RE: NWP 12 Application; EF Middleton (SR 1105) Water Main Improvements
St. James, NC (Brunswick County)
Dear John:
Enclosed is a NWP 12 application for your review. This application is submitted on
behalf of Brunswick County for the installation of a waterline within a maintained NC DOT
Right -of -Way along Middleton Blvd and Seafield Drive in St. James, NC. The project is needed to
improve water pressure and fire flows within the St. James development. Temporary impacts
to 1.11 acres of wetlands are needed to install the line. The impact areas 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. Please contact me if you have any questions. Thank you for your assistance with
this project.
Sincerely,
Kim Williams
Environmental Scientist
Encl.
Cc: Mr. John Nichols, Brunswick County
Mr. Kevin Plemmons, McKim & Creed
Mr. Chad Coburn, NC DWR — courtesy copy -
Ms. Jennifer Burdette, NC DWR — courtesy copy
www.lmgroup.net • [e-mail] • Phone: [phone] • Fax: [phone]
3805 Wrightsville Avenue, Suite 15 • Wilmington, NC 28403

oJaj�0'�_ \N AT�R�G
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1 3 Dec 10 2008
Page 1 of 12
PCN Form — Version 1 3 December 10, 2008 Version
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a. Type(s) of approval sought from the
Corps:
® Section 404 Permit E] 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?
N 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:
N Yes ❑ No
For the record only for Corps Permit:
❑ Yes N 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
N No
1g
Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
N Yes
❑ No
1h
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
N No
2.
Project Information
2a
Name of project:
Middleton Blvd Water Main Improvements
2b. County
Brunswick County
2c.
Nearest municipality / town:
St. James
2d. Subdivision name:
N/A
2e.
3.
NCDOT only, T.I.P. or state N/A
project no
Owner Information
3a.
Name(s) on Recorded Deed.
Various NC DOT Rights -of -Way
1 2 2016
3b
Deed Book and Page No
IN, ER ES
3c.
Responsible Party (for LLC if
applicable):
FER PERMITTING
3d
Street address:
3e.
City, state, zip -
3f
Telephone no.:
3g
Fax no
3h
Email address -
Page 1 of 12
PCN Form — Version 1 3 December 10, 2008 Version

4.
Applicant Information (if different from owner):
4a
Applicant is:
❑ Agent ® Other, specify:
County obtaining encroachment agreement from NC DOT for water line.
4b.
Name.
Mr. John Nichols; Assistant Director of Public Utilities
4c
Business name
(if applicable):
Brunswick County
4d.
Street address.
30 Government Center Dr.
4e. City, state, zip:
Bolivia, NC 28422
4f.
Telephone no.:
[phone]
4g.
Fax no -
[phone]
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 12

B. Project Information and Prior Project History
1. Property Identification
1a Property identification no. (tax PIN or parcel ID):
Various NC DOT Rights-of-Way
1b. Site coordinates (in decimal degrees):
Latitude: 33.967018 N Longitude. -78 134241 W
DD DDDDDD-DD.DDDDDD
1c Property size:
4,100 LF of NC DOT ROW
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
River Swamp
proposed project-
2b Water Quality Classification of nearest receiving water:
C; SW
2c. River basin
Lumber River Basin
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 a maintained DOT right-of-way along Hwy 211 and Seafield Drive.
3b. List the total estimated acreage of all existing wetlands on the property:
1 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 improve water pressure and fire flows within the St. James development. The proposed
water main will be 16" diameter along EF Middleton Blvd and 12" along Seafield Dr. The water main will be connecting to
Brunswick County's existing water system at the intersection of EF Middleton Blvd and NC 211 as well as at the end of
the existing main on Seafield Dr.
3e. Describe the overall project in detail, including the type of equipment to be used:
The applicant will dig a trench along the road and install the waterline A 20' wide construction corridor will be used. The
proposed water main will be 16" diameter along EF Middleton Blvd and 12" along Seafield Dr. Material removed from the
trench will be stockpiled in adjacent upland areas within the ROW. 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 ❑ No ❑ Unknown
project (including all prior phases) in the past.
Comments*
4b. If the Corps made the jurisdictional determination, what type
®Preliminary El 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.
Part of the project area has a valid JD under an existing permit for the Reserve at St James (Action ID# 2002-00768)
The other portions of the site were approved by John Policarpo of the USACE in the field on 4/26/16.
5. Project History
5a. Have permits or certifications been requested or obtained for
❑ Yes ® No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
Page 3 of 12
PCN Form — Version 1 3 December 10, 2008 Version

B. Project Information and Prior Project History
6. Future Project Plans
6a Is this a phased project? ❑ Yes ® No
6b. If yes, explain.
Page 4 of 12

C. Proposed Impacts Inventory
1. Impacts Summary
la 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
WA ❑ P ®T
Utility Line
Installation
Non -riparian
El Yes
® No
® Corps
® DWQ
0.061
WB ❑ P ®T
Utility Line
Installation
Non -riparian
El Yes
® No
® Corps
® DWQ
0.059
WC ❑ P ®T
Utility Line
Installation
Non -riparian
El Yes
® No
® Corps
® DWQ
0.104
WD ❑ P ®T
Utility Line
Installation
Non -riparian
El Yes
® No
® Corps
® DWQ
0.009
WE ❑ P ®T
Utility Line
Installation
Non -riparian
El Yes
® No
® Corps
® DWQ
0.036
WF ❑ P ® T
Utility Line
Installation
Non -riparian
❑ Yes
❑ No
® Corps
® DWQ
0.405
WG ❑ P ®T
Utility Line
Installation
Non-nparian
El Yes
® No
® Corps
® DWQ
0.407
WH [:I PMT
Utility Line
Installation
Non -riparian
No
® No
® Corps
® DWQ
0.034
2g. Total wetland impacts
1.11 ac
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)
S1 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT -
❑ DWQ
S2 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h Total stream and tributary impacts
3i. Comments:
Page 5 of 12
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
Temporary
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody type
4e.
Area of impact (acres)
01 []PEI T
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction: NIA
If pond or lake construction proposed, then 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
Stormwater
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 12

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
131 ❑P❑T
-required?
El Yes
❑ No
B2 ❑P❑T
❑Yes
❑ No
B3 ❑ P ❑ T
❑ Yes
❑ No
6h. Total buffer impacts
61. Comments:
Page 7 of 12

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 maintained DOT right-of-way and will be restored to pre-construction grade 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 12
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. NIA
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).
NIA
6h. Comments: NIA
Page 9 of 12

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
El 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: NIA
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
❑ 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 12
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
la 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
❑ Yes ❑ No
letter.)
Comments,
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.
Water line providing water service to areas already developed and is needed to improve water pressure.
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 12
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?
E] 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 No federally
protected species are known to occur within the project area. There is a NCDOT mitigation site and the BSL Wetland
Complex near the project area. The line will be installed within a maintained DOT ROW, which is outside of their
mitigation site (which includes wetlands on either side).
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.
I �
Kim Williams
7/8/2016
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 12

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 404/401 permit application
for Middleton Blvd Water Main Improvements project. All questions in regards to this project
should be directed to Land Management Group, Inc.
Sincerely,
a/a/
Applicant
Print Name
Date

ProjectR.
m�
AreaJ",
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1110
Sources: Esri, HERE, DeLorme, USGS, Intermap, increment P Corp.,
NRCAN, Esri Japan, METI, Esri China (Hong Kong), Esri (Thailand),
TomTom, Mapmylndia, © OpenStreetMap contributors, and the GIS User
Community
3oundaries are approxin ire not meant to be absolute.
Map Source: ArcGIS World Street Map
SCALE 1" = 1 mile
Middleton Blvd LMG
Water Main Improvements Figure 1
Brunswick County, NC :1
www.lmgroup.net Vicinity Map
3805 Wrightsville Avenue
July 2016 Wilmington, NC 28403
LMG # 40-16-074 Phone: [phone] Fax: [phone]

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Middleton Blvd
Water Main Improvements
Brunswick County, NC
July 2016
LMG # 40-16-074
LMG
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www.lmgroup.net
3805 Wrightsville Avenue
Wilmington, NC 28403
Phone: [phone] Fax: [phone]
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Figure 2
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Legend
Gt: Grifton fine sandy loam
Lo: Leon fine sand
Ma: Mandarin fine sand
Mu: Murville mucky fine sand
3oundanes are approximate and are not meant to be absolute.
Map Source: NRCS Soil Survey
SCALE 1" =1000'
Middleton Blvd LMG
Water Main Improvements Figure 3
Brunswick County, NC www.lmgroup.net Soils Map
3805 Wrightsville Avenue
July 2016 Wilmington, NC 28403
LMG # 40-16-074 Phone: [phone] Fax: [phone]

Source: Esri,i
DS, USDA, U
the GIS User
Boundaries are approximate and are not meant to be absolute.
Map Source: 2014 GIS World Imagery Aerial Photography
M ommomi
SCALE 1" =1000'
Middleton Blvd LMG
Water Main Improvements `'`"`
Figure 4
Brunswick County, NC www.lmgroup.net Aerial Photograph
3805 Wrightsville Avenue
July 2016 Wilmington, NC 28403
LMG # 40-16-074 Phone: [phone] Fax: [phone]

NOTE_ This is not a survey. All boundaries and distances are considered approximate.
This represents a preliminary sketch prepared from field notes. A survey of delineated P :`
areas and review and approval by the US Army Corps of Engineers is recommended prior
to specific site planning. '
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• Data points
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Map Source 2012 NC OneMap Aerial Photography
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SCALE 1" = 600'
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St. James Water Line LMG
Brunswick County, NC _ '; k'1 Preliminary
www.In,group,net Upland/Wetland Sketch
April 2016 3805 Wrightsville Avenue Overview
LMG # 40-16-074 Wilmington, NC 28403
Phone: [phone] Fax: [phone]

NOTE: This is not a survey. All boundaries and distances are considered approximate.
This represents a preliminary sketch prepared from field notes. A survey of delineated
areas and review and approval by the US Army Corps of Engineers is recommended prior ..
to specific site planning."'
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Project area with no current JD
Project area with current JD
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Wetlands
*Boundaries are approximate and are not meant to be absolute. SCALE 1" = 200'
Map Source: 2012 NC OneMap Aerial Photography (when printed at 11"x17")
St. James Water Line LMG
Brunswick County, NC _ Preliminary
www.1n,grOL1P.1et Upland/Wetland Sketch
April 2016 3805 Wrightsville Avenue Inset 1
LMG # 40-16-074 Wilmington, NC 28403
Phone: [phone] Fax: [phone]

NOTE. This is not a survey. All boundaries and distances are considered approximate.
This represents a preliminary sketch prepared from field notes. A survey of delineated
areas and review and approval by the US Army Corps of Engineers is recommended prior
to specific site planning.
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Project area with current JD
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St. James Water Line LMG
Brunswick County, NC _ ""�`"''�' Preliminary
WWW n,grOLIp.net Upland/Wetland Sketch
April 2016 3805 Wrightsville Avenue Inset 2
LMG # 40-16-074 Wilmington, NC 28403
Phone: [phone] Fax: [phone]

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WETLAND IMPACT 'B'
2,561 SF
g$4 & FKM4
EF MIDDLETON SR 1105
WATER MAIN IMPROVEMENTS
WETLAND IMPACT AEA
kND IMPACT 'A' 1,570 SF
2,652 SF
WETLAND IMPACT 'D'
379 SF
- WETLAND IMPACT 'C'
4,538 SF
PULL BACK AREA
HORIZONTAL WETLAND IMPACT 'H'
DIRECTIONAL 1,467 SF
DRILL
tYS 7lAT��LIt G�-.d-`Ii®i► ��.! ®& ®f7i�11`�y�,��,
T® 'Sitla��i�7lG '..MARMUM ` ®E
D t • 1 — IVA
t1V���rt1�1�
PERMANENT
SQUARE
WETLAND
FEET
IMPACT AREA
2,561
FIRE HYDRANT
1
TOTAL
1
IMPACT
1,570
TEMPORARY
WETLAND
IMPACT AREA
SQUARE
FEET
'A'
2,652
'B'
2,561
'C'
4,538
'D'
379
'E'
1,570
'H'
1,467
TOTAL
IMPACT
13,167
TEMPORARY
WETLAND IMPACT AREAS
SITE MAP 1

-w
/ J
I
20' IMPACT -
CORRIDOR
WETLAND IMPACT "An (TYP)
/r
2,652 SF
t -
EF
- D
/ V
-T- y
IN
�w
�� - _
-w
WETLAND IMPACT "Bn
2,561 SF
v N�TQM�CREED
v
EF MIDDLETON SR 1105
WATER MAIN IMPROVEMENTS
WETLAND
4,53
PULL BACK AREA
PERMANENT
SQUARE
WETLAND
FEET
IMPACT AREA
2,561
FIRE HYDRANT
1
TOTAL
1
IMPACT
1,570
•• 0 100' 2091
TEMPORARY
WETLAND
IMPACT AREA
SQUARE
FEET
W
2,652
"B"
2,561
°C'
4,538
"D"
379
"En
1,570
"H"
1,467
TOTAL
IMPACT
13,167
TEMPORARY
WETLAND IMPACT AREAS
SITE MAP 2

20' IMPACT
CORRIDOR
(TYP)
-W►+-WWW
WETLAND IMPACT "E"
1,570 SF
PULL BACK AREA
PERMANENT
SQUARE
WETLAND
FEET
IMPACT AREA
2,561
FIRE HYDRANT
1
TOTAL
1
IMPACT
1,570
TEMPORARY
WETLAND
IMPACT AREA
SQUARE
FEET
"A"
2,652
"B"
2,561
"C"
4,538
TDA
379
"E"
1,570
"Hn
1,467
TOTAL
IMPACT
13,167
•• 0 100'••
v N K M&CREED
v
EF MIDDLETON SR 1105
WATER MAIN IMPROVEMENTS
TEMPORARY
WETLAND IMPACT AREAS
SITE MAP 3

20' IMPACT
CORRIDOR
(TYP)
/ HORIZONTAL
\ DIRECTIONAL
\ DRILL
HORIZONTAL
DIRECTIONAL
DRILL
v MzK M&CREED
v
EF MIDDLETON SR 1105
WATER MAIN IMPROVEMENTS
Y:.
Proposed
Fire Hydrant'
WETLAND IMPACT "H' \ N`x`E�� `.t.
t,
1,467 SF
Poo{iosed ,Fire Hydrant • .
(1 sf of permanent impact)
PERMANENT
SQUARE
WETLAND
FEET
IMPACT AREA
2,561
FIRE HYDRANT
1
TOTAL
1
IMPACT
1,570
•• • ••
ff-wt
t i
A ■
PULL
BACK
AREA
TEMPORARY
WETLAND
IMPACT AREA
SQUARE
FEET
W
2,652
"B"
2,561
"C"
4,538
"D"
379
"E"
1,570
'H"
1,467
TOTAL
IMPACT
13,167
TEMPORARY
WETLAND IMPACT AREAS
SITE MAP 4

COUNTY Ut BKUNSV-T
T T T
OWNER
Project Manager: John Nichols, PE EF MIDDLETON SR 1105
Brunswick County
250 Grey Water Rd NE
Supply, NC 28462
Phone: [phone]WATER MAIN IMPROVEMENTS
SURVEYOR
McKim & Creed, Inc.
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone]
Fax: [phone]
[e-mail]
Firm License F-1222
DESIGNER
Tony Boahn, PE
McKim & Creed, Inc.
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone]
Fax: [phone]
[e-mail]
Firm License F-1222
TYPE OF WORK:
WATER TRANSMISSION MAIN CONSISTING OF 5,482 LF OF 16" C-905 PVC
AND 1,165 LF OF 12" C-900 PVC
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DATE:
06/2016
SUBMITTAL:
Permit Review
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INDEX OF SHEETS
1 COVER
G-1
GENERAL NOTES
C-1
16" WATER MAIN PLAN AND PROFILE STA 10+00 TO STA 24+00
C-2
16" WATER MAIN PLAN AND PROFILE STA 24+00 TO STA 39+50
C-3
16" WATER MAIN PLAN AND PROFILE STA 39+50 TO STA 55+00
add discipline
C-4 16" WATER MAIN PLAN AND PROFILE STA 55+00 TO STA 64+62
C-5
12" WATER MAIN PLAN AND PROFILE STA 64+62 TO 76+27
C-6
NC 211 CONNECTION DETAILS
D-1
EROSION CONTROL DETAILS
1 of 5
GENERAL WATER DETAILS
add discipline
2 of 5 GENERAL WATER DETAILS
3 of 5
GENERAL WATER DETAILS
4 of 5
GENERAL WATER DETAILS
5 of 5
GENERAL WATER DETAILS
1 of 7
GENERAL WATER & SEWER DETAILS
add discipline
'MCH : (JPV
2 of 7 GENERAL WATER & SEWER DETAILS
3 of 7
GENERAL WATER & SEWER DETAILS
DES: (AWB)
4 of 7
GENERAL WATER & SEWER DETAILS
5 of 7
GENERAL WATER & SEWER DETAILS
CHK: (AWB)
PROJECT NO.
6 of 7 GENERAL WATER & SEWER DETAILS
7 of 7
GENERAL WATER & SEWER DETAILS
00069-0043
SHEET NO.
1

GENERAL NOTES:
1. IMPROVEMENTS ARE TO BE CONSTRUCTED IN GENERAL ACCORDANCE WITH ALL BRUNSWICK COUNTY AND NCDEQ
REGULATIONS, REFERENCE BRUNSWICK COUNTY SPECIFICATIONS FOR WASTEWATER/SEWER CONSTRUCTION AND PROJECT
SPECIFICATIONS.
2. CONSTRUCTION ON THIS SITE IS AUTHORIZED BY PERMITS ISSUED BY THE NORTH CAROUNA DEPARTMENT OF
ENVIRONMENTAL QUAUTY (NCDEQ). THE WORK IS SUBJECT TO INSPECTION AT ALL TIMES BY REPRESENTATIVES OF
NCDEQ, BRUNSWICK COUNTY AND THE ENGINEER OF RECORD. THE PERMITS REQUIRE CERTIFICATION OF COMPLETION BY
THE ENGINEER OF THE SYSTEMS PRIOR TO THE ISSUANCE OF FINAL OPERATIONAL APPROVAL BY NCDEQ.
3. CONTRACTOR SHALL VERIFY THE ACTUAL LOCATION AND ELEVATION FOR ALL UTILITIES, DRAINAGE, AND OTHER
UNDERGROUND FACILITIES WHETHER SHOWN ON THE PLANS OR NOT, AND SHALL NOTIFY THE ENGINEER OF ANY
DISCREPANCIES OR CONFLICTS PRIOR TO CONSTRUCTION.
4. CONTRACTOR SHALL VERIFY DEPTH & LOCATION OF UNDERGROUND UTILITIES AHEAD OF PIPE LAYING OPERATIONS.
COORDINATION WITH THE ENGINEER IS REQUIRED TO ADJUST THE PIPE ALIGNMENT TO AVOID INSTALLATION OF BENDS
AND UTILITY CONFLICTS WHERE POSSIBLE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF LOCATING AND MARKING ALL EXISTING UNDERGROUND
UTILITIES.
5. CONTRACTOR SHALL SUBMIT FIVE (5) COPIES OF SHOP DRAWINGS FOR ALL MATERIALS TO ENGINEER OF RECORD FOR
APPROVAL PRIOR TO CONSTRUCTION.
6. CONTRACTOR SHALL CONDUCT OR ATTEND A PRE—CONSTRUCTION CONFERENCE ON SITE WITH THE ENGINEER OF
RECORD, NCDEQ. NCDOT, AND OTHER INTERESTED PARTIES PRIOR TO CONSTRUCTION.
7. CONNECTION TO ANY EXISTING LINES SHALL BE BY THE CONTRACTOR IN THE PRESENCE OF BRUNSWICK COUNTY
INSPECTION PERSONNEL. PLUG NEW CONNECTION THROUGHOUT CONSTRUCTION AND SUCCESSFUL COMPLETION OF
TESTING, INSPECTION BY THE ENGINEER OF RECORD AND BRUNSWICK COUNTY, AND FINAL CONNECTION IS AUTHORIZED.
B. MAINTAIN A MINIMUM OF 24 INCH VERTICAL SEPARATION BETWEEN STORM AND SANITARY SEWER OR INSTALL DUCTILE
IRON PIPE ON SANITARY SEWER WITHIN 10 FEET EACH SIDE OF CROSSING.
9. UTILITY SERVICES SHALL NOT BE LOCATED UNDER DRIVEWAYS
10. BRUNSWICK COUNTY SHALL OWN AND MAINTAIN THE PROPOSED WATER MAIN UPON COMPLETION, INSPECTION,
APPROVAL, AND ACCEPTANCE.
11. WATER MAINS, WITHIN OR PARALLEL TO ROAD RIGHTS OF WAY, MUST HAVE A MINIMUM OF 36" COVER, UNLESS
OTHERWISE NOTED, MEASURED FROM THE ROAD EDGE OF PAVEMENT ELEVATION. CONTRACTOR SHALL MAINTAIN 1:1
SLOPE FROM EDGE OF PAVEMENT SO AS NOT TO COMPROMISE ROAD STRUCTURE IN ALL LOCATIONS EXCEPT PLANNED
WORK WITHIN THE ROADWAY.
12. PRIOR TO ROAD CLOSURES, CONTRACTOR SHALL NOTIFY 911 EMERGENCY SERVICES OF LOCATION AND TIMES OF
CLOSURE.
13. TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE LOCATED A MINIMUM OF 50 FEET FROM STORM DRAIN INLETS,
OPEN DRAINAGE FACILITIES, AND WATERCOURSES, UNLESS DETERMINED NOT FEASIBLE BY THE ENGINEER.
CONTRACTOR MAY USE THE EXCAVATED TRENCH FOR CONCRETE WASHOUT AS AN ALTERNATIVE TO DESIGNATING A
SPECIFIED WASHOUT AREA.
TESTING/INSPECTION:
1. NOTIFY THE ENGINEER AND BRUNSWICK COUNTY AT LEAST
ONE (1) WEEK BEFORE STARTING CONSTRUCTION OF WATER
FACILITIES. THE ENGINEER AND BRUNSWICK COUNTY SHALL
WITNESS PRESSURE TESTING OF THE WATER SYSTEM. THE
CONTRACTOR SHALL FURNISH, SECURE, AND PROVIDE ALL
NECESSARY TESTING MATERIALS, EQUIPMENT, PROCEDURES AND
CERTIFIED LABORATORY TEST RESULTS FOR USE WITH ENGINEERS
FINAL CERTIFICATION OF COMPLETION. CONNECTIONS TO EXISTING
INFRASTRUCTURE SHALL BE COORDINATED WITH BRUNSWICK
COUNTY ONE WEEK IN ADVANCE. PLEASE CONTACT DON WILLIAMS
2. MAINS MUST BE HYDROSTATICALLY TESTED PER BRUNSWICK
COUNTY SPECIFICATIONS AND CONTRACT DOCUMENTS AND UNDER
THE SUPERVISION OF A BRUNSWICK COUNTY INSPECTOR AND
THE ENGINEER.
3. SECURE FINAL OPERATIONAL APPROVAL FROM BRUNSWICK
COUNTY AND NCDEQ PRIOR TO ACTIVATION OF THE SYSTEM.
4. TRENCH BACKFILL AND COMPACTION TESTING SHALL BE
PERFORMED BY A CERTIFIED SOILS LABORATORY UNDER ALL
PAVED AREAS. BACKFILL MATERIAL FROM THE BOTTOM OF
TRENCH TO WITHIN SIX (6) INCHES OF THE SUBGRADE SHALL
HAVE A MINIMUM DRY DENSITY OF 95% AS DEFINED BY THE
STANDARD PROCTOR TEST.
5. THE CONTRACTOR SHALL SUPPLY THE ENGINEER WATER MAIN
MEASUREMENTS INCLUDING STATIONS AND DEPTHS OF ALL
FITTINGS, VALVES, ETC. SUITABLE FOR PREPARATION OF FINAL
RECORD DRAWINGS. DEPTHS SHALL BE MEASURED TO NEAREST
0.1 FOOT.
STANDARD EROSION CONTROL NOTES'
1. IF NECESSARY, SLOPES WHICH EXCEED EIGHT (8) VERTICAL FEET SHOULD BE STABILIZED WITH SYNTHETIC OR
VEGETATIVE MATS, IN ADDITION TO HYDROSEEDING. IT MAY BE NECESSARY TO INSTALL TEMPORARY SLOPE DRAINS
DURING CONSTRUCTION. TEMPORARY BERMS MAY BE REQUIRED UNTIL THE SLOPE IS BROUGHT TO GRADE.
2. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE
CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN FOURTEEN
(14) DAYS AFTER WORK HAS CEASED, EXCEPT AS FOLLOWS: WHERE STABILIZATION BY THE 14TH DAY IS
PRECLUDED BY SNOW COVER OR FROZEN GROUND CONDITIONS STABILIZATION MEASURES MUST BE INITIATED AS
SOON AS PRACTICABLE. WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, AND
EARTH—DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, TEMPORARY STABILIZATION MEASURES DO NOT
HAVE TO BE INITIATED ON THAT PORTION OF THE SITE.
3. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED AT LEAST ONCE EVERY SEVEN (7)
CALENDAR DAYS. IF SITE INSPECTIONS IDENTIFY DEVICES THAT ARE DAMAGED OR ARE NOT OPERATING EFFECTIVELY,
MAINTENANCE MUST BE PERFORMED AS SOON AS PRACTICAL OR AS REASONABLY POSSIBLE AND BEFORE THE NEXT
RAINFALL EVENT WHENEVER PRACTICABLE.
4. PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS REQUIRED, TO CONTROL SOIL EROSION DURING
UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED, AND STABILIZED WITH GRASSING
IMMEDIATELY AFTER THE UTIUTY INSTALLATION. FILL, COVER, AND TEMPORARY SEEDING AT THE END OF EACH DAY
ARE REQUIRED. IF WATER IS ENCOUNTERED WHILE TRENCHING, THE WATER SHOULD BE FILTERED TO REMOVE ANY
SEDIMENTS BEFORE BEING PUMPED BACK INTO ANY WATERS OF THE STATE(WOS).
5. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL
THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ALL
MEASURES SHOWN ON PLANS SHALL BE INSTALLED UNLESS DIRECTED OTHERWISE. ADDITIONAL CONTROL DEVICES MAY
BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALL
TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.
6. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED ROADWAY(S)
FROM CONSTRUCTION AREAS AND THE GENERATION OF DUST. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL
FROM PAVEMENT, AS MAY BE REQUIRED.
7. TEMPORARY DIVERSION BERMS AND/OR DITCHES WILL BE PROVIDED AS NEEDED DURING CONSTRUCTION TO
PROTECT WORK AREAS FROM UPSLOPE RUNOFF AND/OR TO DIVERT SEDIMENT—LADEN WATER TO APPROPRIATE TRAPS
OR STABLE OUTLETS.
B. ALL WOS, INCLUDING WETLANDS, ARE TO BE FLAGGED OR OTHERWISE CLEARLY MARKED IN THE FIELD. A
DOUBLE ROW OF SILT FENCE IS TO BE INSTALLED IN ALL AREAS WHERE A 50—FOOT BUFFER CAN'T BE MAINTAINED
BETWEEN THE DISTURBED AREA AND ALL WOS. A 10—FOOT BUFFER SHOULD BE MAINTAINED BETWEEN THE LAST ROW
OF SILT FENCE AND ALL WOS.
9. LITTER, CONSTRUCTION DEBRIS, OILS, FUELS, AND BUILDING PRODUCTS WITH SIGNIFICANT POTENTIAL FOR IMPACT
(SUCH AS STOCKPILES OF FRESHLY TREATED LUMBER) AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO
STORM WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM WATER DISCHARGES.
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VALVE
$
(ASPHALT)
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/ CONSERVATIONS
I
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( EASEMENT
� AREA
I
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1
WATER t.
STA 76 -
PROPOSED 12" PVC
C-900 WATER MAIN ► EXIS77NG FIRE
' HYDRANT
I EXIS77NG 12 -
WA TER
2"WATER MAIN
TE SILT FENCE 5' INSIDEVALVE 78+00
R/W 75+00- -
74+00 - W_ —
72+00
_----
_ G 12"
LOO . , LOC - LOC -LOC c _ - - - - - - VAL
NSE HYDRANT LIMITS OF CLEARING
ASSEMBLY _ -
-_(SEE DETAIL W-1
_
ON SHEET 1 OF 5)
REMOVE EXISTING PLUG/CAP I
(OR BLOW -OFF ASSEMBLY)
AND CONNECT NEW 12" WATER MAIN
TO EXISTING 12" WATER MAIN
I
30
BO
__......._..... ....._I.._ ..... .._... L ..........................._
.__.......:_..—___.._._..
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643 LF 12" C-900
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FPVC INSTALLED BY
_
DIRECTIONAL DRILL
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64+00 65+013 66+DO 67+00 68+00 69+00 70+00 71+00 72+00 73+DO
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46
Nfj<VI� &CREED
�� V
- 243 North Front Street BRUNSWICK COUNTY
Wilmington, North Carolina 26401 NORTH CAROLINA
Phone: [phone]. Fax: [phone]
W.a i Lk-- F-1722 fNC pa
Rrv.xo. ocxAPnws �ly tib www.mckimcreed.com
R
REMOVE EXISTING PLUG/CAP
(OR BLOW -OFF ASSEMBLY)
AND CONNECT NEW 12" WATER MAIN
TO EXISTING 12" WATER MAIN
50' 0 50' 100' 5' 0 5' 10'
SCALE: 1"=50' (Horiz.) SCALE: 1"=5' (Vert.)
EF MIDDLETON SR 1105 DATE .TUNE 2016 SCALE
PR
AND SEAFIELD DR MCA OD °°°6� °°'
DRAWN .PV HORIZONTAL .,,� •ueEn
WATER MAIN IMPROVEMENTS DESIGNED AN9 1""50.
CHECKED AWB VERTICAL: C-5
PROD. MGR.
12" WATER MAIN PLAN AND PROFILE
64+62 TO 76+27 sTATus: ISSUED FOR PERMITTING

EXISTING 16"---�
EXISTING 16" VALVE _
VALVE
EXISTING 16 I EXISTING
WATER MAIN I 16x12" REDUCER .
— I � (SEE NOTE 1)
�G\ I
tI
EXIS77NG 6"
VALVE
/ EXISTING 12"
VALVE
/ (SEE NOTE 7)
/
/
NOTES:
/ 1. FITTINGS AND VALVES REMOVED AS PART OF THIS
PROJECT SHALL BE RETURNED TO BRUNSWICK COUNTY
P
4, EXISTING
FIRE HYDRANT
EXISTING CONDrI1ONS
NC 2tI CONNECTION PLAN VIEW
I"= 10'
3' MIN COVER
NEW 16"
BUTTERFLY
VALVE
NEW 20 LF 16" DI
NEW 16"x16"
MJ DI TEE
NOTES:
AT HIS DISCRETION, CONTRACTOR MAY UTILIZE FOSTER
ADAPTERS (OR APPROVED EOUAL) FOR THIS
CONNECTION TO MINIMIZE LAY LENGTH AND WORK AREA
J
m
LL
NEW 16"x12"
MJ REDUCER
EXISTING 16"
WATER MAIN
I
3'I�MAXIMUM LIMIT
I OF CONSTRUCTION
SEE NOTE 1
PROPOSED IMPROVEMENTS
NC 01 CONNECTION PLAN VIEW
I" = 10
EXISTING ASPHALT
NC 211/EF MIDDLETON
TURN RADIUS
3' MIN COVER
I
THEORETICAL
I SLOPE
-------------- -------- --1
-------- f ------------ -----------v
EXIS77NG 12"
NEW 12" GATE VALVE WATER MAIN
NC 211 CONNECTION SECTION
I" - 20
N ........ tN
�ssl `v%NFQM&CREED EF IDDi ETON SR 1105
t CBRUNSWICK COUNTY WATER N IMPROVEMENTS
1
243 North Front Street
Wilmington, North Carolina 28401 NORTH CAROLINA
(ji, `�flltii� p° Phone: [phone], Fax: [phone]
- NC 211 CONNECTION DETAILS
'y 1 W; °� License: F-1222 "rx c W0�`'
REv wO OE
REVISIONS
S www. mckim creed. com
1
NOTES,
1. CONTRACTOR SHALL MAINTAIN LIMIT OF EXCAVATION
TO MAXIMUM 5'OFF EDGE OF PAVEMENT AND
OUTSIDE OF A 1:1 SLOPE FROM EDGE OF PAVEMENT
SEE DETAILS THIS SHEET
DATE: JUNE 2016
SCALE
�� nlE xuua
RICE PROJ. p
00069-0043
DRAWN
NEW 16"x12"
MJ REDUCER
EXISTING 16"
WATER MAIN
I
3'I�MAXIMUM LIMIT
I OF CONSTRUCTION
SEE NOTE 1
PROPOSED IMPROVEMENTS
NC 01 CONNECTION PLAN VIEW
I" = 10
EXISTING ASPHALT
NC 211/EF MIDDLETON
TURN RADIUS
3' MIN COVER
I
THEORETICAL
I SLOPE
-------------- -------- --1
-------- f ------------ -----------v
EXIS77NG 12"
NEW 12" GATE VALVE WATER MAIN
NC 211 CONNECTION SECTION
I" - 20
N ........ tN
�ssl `v%NFQM&CREED EF IDDi ETON SR 1105
t CBRUNSWICK COUNTY WATER N IMPROVEMENTS
1
243 North Front Street
Wilmington, North Carolina 28401 NORTH CAROLINA
(ji, `�flltii� p° Phone: [phone], Fax: [phone]
- NC 211 CONNECTION DETAILS
'y 1 W; °� License: F-1222 "rx c W0�`'
REv wO OE
REVISIONS
S www. mckim creed. com
1
NOTES,
1. CONTRACTOR SHALL MAINTAIN LIMIT OF EXCAVATION
TO MAXIMUM 5'OFF EDGE OF PAVEMENT AND
OUTSIDE OF A 1:1 SLOPE FROM EDGE OF PAVEMENT
SEE DETAILS THIS SHEET
DATE: JUNE 2016
SCALE
�� nlE xuua
RICE PROJ. p
00069-0043
DRAWN
JPV
HORIZONTAL
pn.�wxc xuuav
DESIGNED
AWB
AS SHOWN
CHECKED
AWB
VERTICAL.
C-6
PROD. MGR.
AWB
NA
sTATus:
ISSUED FOR PERMITTING

A. BURY THE TOP END OF THE UNER STRIPS IN A
TRENCH 4 INCHES OR MORE IN DEPTH.
B. TAMP THE TRENCH FULL OF SOIL. TAMPED BACKFILL
SECURE WITH A ROW OF STAPLES,
10 INCH SPACING, 41NCHES
DEWATERING
DOWN FROM TRENCH I
TALL FESCUE
C. OVERLAP - BURY UPPER END OF LOWER
"B".
2:1 SLOPE. GRAVEL FILTER
STRIP AS IN A" AND OVERLAP
END OF TOP STRIP
4 INCHES AND STAPLE. ,
\
TAMPED BACKFILL
_-_=_-_-_-=__=- D. EROSION STOP -
FOLD OF LINER BURIED IN
DOUBLE ROW SILT TRENCH AND
OF STAPLES TAMPED. DOUBLE ROW OF
STAPLES.
NOTE:
INSTALL TACKED MULCH IN EXISTING DITCHES AT AREAS
-WHERE DITCH IS DISTURBED UNLESS OTHERWISE NOTED.
TBuPORARY LNERS
NOT TO SCALE
JUTE NET OR STRAW
WITH NET
2 INCH OVERLAP OF LINER
STRIPS WERE TWO OR
MORE STRIP WIDTHS ARE
REQUIRED. STAPLES ON 3'
TO 4' CENTERS.
PLACE STAPLES 4
TO 10 FEET APART.
TYPICAL STAPLES
NO. 8 GAUGE WIRE
NOTES
-WARNING SIGNS TO BE MADE OF DURABLE. WEATHERPROOF MATERIAL
-LETTERS TO BE 3" HT. MIN., CLEARLY LEGIBLE AND SPACED AS DETAILED.
-ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
ii'• PAIII 1A I i=I A =1 k a
NOT TO SCALECONCRETE BLOCK
TYPE
DEWATERING
AUG. 15 - NOV. 1
TALL FESCUE
300 LBS/ACRE
2:1 SLOPE. GRAVEL FILTER
CONSTRUCTION SPECIFICATIONS
f�
(MAR. JUN. 30)OR
h ABRUZZI RYE
25 LBS/ACRE
MAR. 1 - APR. 15
TALL FESCUE
300 LBS/ACRE
APR. 15 - JUN. 30
1. LAY ONE BLOCK S EACH SIDE OF THE
ON ITS SIDE ON THE ROW TO
_
.AIL. 1 - AUG. 15
DATION
ALLOW PO
ALLOW POOL DRAINAGE. THE FOUNDATION SHOULD
120 LBS/ACRE
SEP. 1 - MAR. 1
BE EXCAVATED AT LEAST 2 INCH BELOW THE
35 LBS/ACRE
CREST OF THE STORM DRAIN. PLACE THE BOTTOM
D(I5TINC CURB
EXISTING CURB
ROW OF THE BLOCK AGAINST THE EDGE OF THE
25 LBS/ACRE
INLET AND GRATE
STORM DRAIN FOR LATERAL SUPPORT AND TO
AVOID WASHOUTS WHEN OVERFLOW OCCURS. IF
NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT
WIRE SCREEN
ROWS BY PLACING 2,4 WOOD SUDS THROUGH TEMPORARY
BLOCK OPENINGS. SEDIMENT
POOL
DEWATERING
2. CAREFULLY FITI HARDWARE CLOTH COMPARABLE
W
WIRE MESH ml 1/2 -INCH OPENING OVER ALL
_ _
BLOCK OPENING TO HOLD GRAVEL IN PUCE. 1' MIN.
16
3. USE CLEAN GRAVEL 3/4 -TO 1/2 -INCH IN 2 MAX.
DIAMETER, PLACED 2 INCHES BELOW THE TOP OF
THE BLOCK ON A 2:1 SLOPE OR FLATTER AND
SMOOTH IT TO AN EVEN GRADE DOT /57 WASHED
STONE IS RECOMMENDED
SEDIMENT
GRAVM FILTER UJ7= PROTECTION
NOT TO SCALE
SEEDING SCHEDULE FOR
STABILIZATION GRASS
SHOULDERS, SIDE DITCHES, SLOPES (MAX. 3:1
DATE
TYPE
PLANTING RATE
AUG. 15 - NOV. 1
TALL FESCUE
300 LBS/ACRE
NOV. 1 - MAR. 1
TALL FESCUE
300 LBS/ACRE
(MAR. JUN. 30)OR
h ABRUZZI RYE
25 LBS/ACRE
MAR. 1 - APR. 15
TALL FESCUE
300 LBS/ACRE
APR. 15 - JUN. 30
HULLED COMMON BERMUDA GRASS
25 LBS/ACRE
.AIL. 1 - AUG. 15
TALL FESCUE AND
120 LBS/ACRE
SEP. 1 - MAR. 1
•' BROWNTOP MILLET
35 LBS/ACRE
••• OR SORGHUM - SUDAN HYBRIDS
30 LBS/ACRE
SHOULDERS, SIDE DITCHES, SLOPES (3:1 TO 2:1)
MAR. 1 - JUN. 1
SERICEA LESPEDEZA (SCARIFIED)
50 LBS/ACRE
(MAR. 1 - APR. 15)
ADD TALL FESCUE
120 LBS/ACRE
(MAR. 1 - JUN. 30
OR ADD WEEPING LOVERGRASS
10 LBS/ACRE
(MAR. JUN. 30)OR
ADD HULLED COMMON BERMUDA GRASS
25 LBS/ACRE
JUN. 1 - SEP. 1
•r• TALL FESCUE AND
120 LBS/ACRE
••• BROWNTOP MILLET
35 LBS/ACRE
••• OR SORGHUM - SUDAN HYBRIDS
30 LBS/ACRE
SEP. 1 - MAR. 1
SERICEA LESPEDEZA (UNHULLED - UNSCARIFIED)
70 LBS/ACRE
AND TALL FESCUE
120 LBS/ACRE
NOV. i - MAR. 1
ADD ABRUZZI RYE
25 LBS/ACRE
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL IN-
FORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE
VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS, OTHER SEEDING
RATE COMBINATIONS ARE POSSIBLE.
• TEMPORARY -- RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION.
DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN HEIGHT BEFORE MOWING,OTHERWISE
FESCUE MAY BE SHADED OUT.
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE ENTRE AREA TO 6 INCHES DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND
UNIFORM.
4. APPLY AGRICULTURAL UME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE BELOW).
5. CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6
INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK
AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEOINGS WITHIN THE PLANTING SEASON, IF
POSSIBLE. IF STAND SHOULD BE OVER 607. DAMAGED REESTABUSHED FOLLOWING ORIGINAL UME. FERTIUZER AND
SEEDING RATES.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS
ESTABLISHED.
• APPLY. AGRICULTURAL LIMESTONE - 2 TONS/ACRE
OR 3 TONS/ACRE IN CLAY SOILS
FERTILIZER - 1000 LBS/ACRE (10-10-10)
SUPERPHOSPHATE - 500 LBS/ACRE (20x)
MULCH - 2 TONS/ACRE (SMALL GRAIN STRAW)
ANCHOR - ASPHALT EMULSION AT 450 GAL/ACRE ULTRAVIOLET RESISTANT
GEOTEXTILE FABRIC OR EQUIVALENT
p7 WRE
TO WIRE W/METAL
CENTER. CUCPS RE AT 8" ON CENTER.
2'
6"
IB"
12 GUAGE 4 x 4 OR 2 x 4 WELDED
WIRE HOOKED INTO PREFORMED
MAX SEDIMENT STORAGE
LEVELS 1/2 HEIGHT. REMOVE
SEDIMENT MEN THIS LEVEL IS
REACHED OR AS DIRECTED BY
THE PROJECT INSPECTOR.
SHEET DRAINAGE ONLY. .
NATURAL
GRADE^-
COIR FIBI
CARRY 12 INCHES OF FABRIC
TRENCH
COVER W/ SOI
NDT MP L
CARRY 6" OF WRE INTO TRENCH.
METAL POSTS AT e' O.C. MAX
SILT FENCES SHOULD NOT BE USED AT PIPE OUTLETS
OR IN AREAS OF CONCENTRATED FLOWS (CREEKS,
DITCHUNES. SWALES ETC.).
SLOPE \`
SOMEfM VIEW
NOTES:
USE MINIMUM 12 IN. DIAMETER COIR FIBER (COCONUT FIBER) WATTLE
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL
CROSS SECTION.
ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT
WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE
OF PAVEMENT STAKES AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH.
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE
FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH.
INSTALL STAPLES APPROXIMATELY EVERY 1 UNEAR FOOT ON
BOT, SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL
INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE
STANDARD SPECIFICATIONS
2'(MAX.) 2' UPSLOPE
STAKE IATURAL GROUND
MATTING
2' DOWNSLOPE
STAKE
CfKM SECTION VEE DITCH
2 IN. --;?,,7 ROW
UPSLOPE
STAKE NATURAL GROUND
MATTING
DOWNSLOP
S E
STAKE
CROSS SECTION THAPUMAL DECH
-GATHER EXCESS
AT CORNERS
d �bl
7�STAKEI STAPLE
INSET A INSET B
COIR F IM WATTLE DEMI.
NOT TO SCALE
#57 WASHED STONE rwcInl rv�i
\` 2'
16" MIN.
-I I II I II I I- �-III-I I -I5' MIN.
,' MIN.
BURIED WRE FABRIC I I� T Li
CONSTRUCTION SPECIFICATIONS
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.
2. DRIVE 5 -FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET. SPACE
POSTS EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART.
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE MARE MESH TO THE
STEEL POSTS AT THE TOP, MIDDLE, AND BOTTOM. PLACING A 2 -FOOT MP OF THE
WIRE MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED.
4. PLACE CIFM GRAVEL (NC DOT /5 OR #57 STONE) ON A 2:1 SLOPE WITH A HEIGHT OF 16
INCHES AROUND THE WIRE, AND SMOOTH TO AN EVEN GRADE.
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ACCUMULATED
SEDIMENT, AND ESTA13USH FINAL GRADING ELEVATIONS.
6. COMPACT THE AREA PROPERLY AND STABILIZED IT MATH GROUNDCOVER.
SLT FENCE DETAIL WLET PROTECTION (STAGE ONE)
NOT TO SCALE NOT TO SCALE
TOP VIEW REFERENCE DETAIL BELOW
ti
T
6" GRAVEL FILTER MIN
OR FILTER CLOTH
1.5 T
MIN
THE DIAMETER OF THE LARGEST STONE SHALL NOT EXCEED 1.5 TIMES
THE SIZE OF THE RIP -RAP. (EX. 12" FOR 8")
MINIMUM THICKNESS (T) SHOULD BE 1.5 TIMES THE MAXIMUM
STONE DIAMETER. BUT IN NO CASE LESS THAN 6".
1. EACH RIP RAP PLACEMENT SHALL BE BEDDED IN EITHER A 6 INCH
LAYER OF STABILIZATION STONE OR A TYPE II NON -BIODEGRADABLE
FILTER FABRIC. PLACEMENT OF RIP -RAP SHALL IMMEDIATELY FOLLOY
THE PLACEMENT OF THIS LAYER. KEEP VOIDS TO A MINIMUM AND
FORM A DENSE WELL GRADED MASS OF STONE. DO NOT DISLODGE
THE UNDERLYING BASE OF FILTER WHEN PLACING STONE. COST OF
THE STONE BASE OR FILTER SHALL BE INCLUDED IN THE COST OF
THE PLACING OF RIP -RAP.
2. MAXIMUM STONE SIZE WHEN USING 8 INCH 050 WILL BE 12 INCHES
AND THE MINIMUM THICKNESS OF THE RIP -RAP LAYER SHALL BE
18 INCHES.
3. MAXIMUM SLOPE OF THE CHANNEL BANK SHALL NOT EXCEED 2.0
HORIZONTAL TO 1.0 VERTICAL FINISHED GRADE OF THE RIP -RAP
IS TO BLEND WITH THE SURROUNDING AREA.
4. INSPECT RIP -RAP PERIODICALLY FOR SCOUR OR DISLODGED STONES
(ESPECIALLY AFTER SEVERE STORMS) AND WEED BRUSH GROWTH.
RP RAP PLAC 145U DETAIL
NOT TO SCALE
CONSTRUCTION SEQUENCE
1. INSTALL TEMPORARY SILT FENCING, CHECK DAMS, OR
OTHER MEASURES AS SHOWN ON THE APPROVED
PLANS, AND AS NOTED IN TECHNICAL SPECIFICATION
SECTION 022410.
?Vev 4L USE -3" WASHED STONE,
\ 6" THICK, 12' WIDE (MIN),
p 50' LONG (MIN)
'2
" MIN
(2)-3" COARSE
AGGREGRATE
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
NOT TO SCALE
2. INSTALL TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE WHERE REQUIRED TO ACCESS WORK AREA.
3. PROTECT INLETS WITH SILT FENCING, SEDIMENT
TRAPS OR OTHER APPROVED MEASURES AS SHOWN ON
THE PLANS, AND AS NOTED IN TECHNICAL
SPECIFICATION SECTION 022410.
4. CALL FOR ONSITE INSPECTION BY ENVIRONMENTAL
INSPECTOR AND OBTAIN CERTIFICATION OF COMPLIANCE,
PRIOR TO CONSTRUCTION IN EACH AREA.
5. OPEN TRENCH, INSTALL PIPELINE. AND BACKFILL
TRENCH.
6. STABILIZE SITE AS TRENCH IS RESTORED TO
ORIGINAL GRADE WITH VEGETATION, PAVING, DITCH
UNINGS, ETC., AS NOTED IN TECHNICAL SPECIFICATION
SECTIONS 022480, 022410, AND 022200.
7. WHEN VEGETATION HAS BECOME ESTABUSHED, AS
NOTED IN TECHNICAL SPECIFICATION SECTION 022410,
CALL FOR FINAL SITE INSPECTION BY ENVIRONMENTAL
INSPECTOR.
B. REMOVE SILT FENCING & CHECK DAMS AFTER FINAL
APPROVAL FROM ENVIRONMENTAL INSPECTOR.
YlG ilE xuAlEx
DATE: JUNE 2016
SCALE
�`•Nk DRAWN OJ.J 00069-0�4V HORIZONTAL puxNG xNIAFR
EF MIDDLETON SR 1105MCK
'I BRUNSWICK COUNTY WATER MAIN IMPROVEMENTS
�`.R DESIGNED AWB N/A
.�- c 243 North Front Street
CHECKED AWB VERTICAL D-1
Wilmington, North Carolina 28401 NORTH CAROLINA PROJ. MGR. AWB N/A
P6monxe: E(1222 43-1048, Fax: [phone] N - EROSION CONTROL DETAILS
srATus: ISSUED FOR PERMITTING
www.mckimcreed.com

1. ALL OTAD END LINES WALL HAVE FLUSHING
DEVICE.
2. MAINS 6" D LARGER SHALL USE A FIRE
HYDRANT F A FLUSHING DEVICE.
3. FLUSHING HYD T COLOR SHALL BE "RED"
ENAMEL PAINT.
4. POST HYDRANT SH HAVE 1 1/2-WCH
PEN"FAGONAL OPERA NUT.
5. AT DISCRETION OF BRU ' CK COUNTY, AN
AUTOMATIC FLUSHING DE (KUPFERLE 9400
£CUPSE) MAY BE REQUIRED UEU OF
STANDARD MANUAL FLUSHING ANT (SEE
DETAIL THIS SHEET)
SMALLER MAN 6"
STANDARD VALVE BOX
WITH UO MARKED 'WATER"
BRICK SUPPORT
00`/ /
2" IRON
BRONZE MOJ
GATE VALVE
BRASS OR
PYC NIPPLE
2" X 12'
MECHANICAL JOINT OR MEGA -LUG
TAPPED END CAP RODDED BACK TO THRUST!
WITH STAINLESS STEEL RODS AND FASTENERS
STANDARD FLUSHING DEVICE FOR MAINS LESS
THAN 6" DETAIL W-3
FLUSHING HYDRANT - KUPFERLE ECLIPSE p2 ?OST
HYDRANT (OR APPROVED EQUAL)
BRICK SUPPORT
3/4" ALL -THREAD
STAINFESI STEEL TIE
_ ROD (CUT TO LENGTH)
F— CR MEGA -LUG
NOTES:
1. CONCRETE SH ' NOT CONTACT
BOLTS OR EN OF
MECHANICAL FITTINGS.
2. ALL TIE RODS AND NUTS TO BE
STAINLESS STEEL,
3. LENGTH OF PIPESHALL BE
MINIMUM NEEDED TO INSTALL
FITTINGS. VALVE SHALL BE
BOLTED DIRECTLY TO TEE
WHENEVER POISSIBLE,
ROD REQUIREMENTS
BRANCH SIZE NO. OF RODS
KUPFERLE 9400 ECLIPSE AUTOMATIC FLUSHING DEVICE
2 EA.
8"
2 EA.
6"
4 EA.
WITH UV RESISTANT COVER - AT DISCRETION OF
4 EA.
16"
NOTES:
20"
6 EA.
BRUNSWICK COUNTY. CLOVER MUST LOCK
6 EA.
LOCKING HASP
1L �• �A%I
WATER OJTLETS
1. ALL DEAD END LINES WILL HAVE FLUSHING DEVICES,
NOTES:
1. LOCKED HYDRANT & LOCKED HYDRANT ADAPTER OR MUELLER "AOUAGRIP'
1/2" PLASTIC UV RESISTANT VALVE BOX NTH UD
24
GROUND PLA'E' SO MARKED "WATER'
2. MAINS 6' AND GREATER NOT BEING EXTENDED IN THE
FUTURE SHALL USE A FIRE HYDRANT FOR A FUJSHNG
SYSTEM MAY BE USED IN PLACE OF RESTRAINT RODS.
VARIES
,
OEVIC
2. VERTICAL MUELLER AWIA GRIP FRE HYDRANT SHOE MAY BE USED WHERE
MAIN DEPTH IS GREATER THAN FEET,
a
/\ \/\ \\�
\//\//\/\�\//\�\//\//\/\// I,�.:., :.: /\,\ \//\�\//\/
3' DEVICEAFORM N EXTENSIONS 4ANDMDnUVERUAUTOMATIC
/
FWSHMG DEVICE TO BRUNSWICK COUNTY
3. USE SWIVEL HYDRANT TEE NTH 6" GATE VALVE DIRECTLY COUPLED TO
PUMPER NOZZLE
FACE
\ \ 24" CONCRETE VALVE
REPRESENTATIVE.
HYDRANT TEE UNLESS OTHERWISE APPROVED BY BRUNSYIICK COUNTY
TO STREET
AT 90'
/ COLLAR, FLUSH WITH GRADE
4. FIRE HYDRANT COLOR SHALL BE "CHROME YELLOW" ENAMEL PAINT.
w
j�
5. FIRE HYDRANTS INSTALLED WITHIN THE NCDOT RIGHT-OF-WAY MUST BE
CHAIN REVD
INSTALLED WITHIN 12 -INCHES Of THE R/W LINE.
LID
24' CONCRETE VALVE COLLAR
z
•---BRICK SUPPORT (TYP.)
(FLUSH W/GRADE)
'WATER'
SIDEWALKDISTA
[MARKED
m
_ NCE VARIES _ Ju—
_.__ .._ .{
ROAD CURB
6"
2' BRASS OR PVC
� `:. •: A_ •. • \\� :_
.._/\
//\/
/---ORTMECA-LUG (TYP.jECT BOLTED
INrR
FLANGE,
/\\/\\�:
I
//
\�/�\
AWA GRIP FIRE
HYDRANT SHOE, SEE
[
NOTE 2
)
- 1/2 CU YD
~
VALVE BOX
CRUSHED STONE
TANGENTIAL DISCHARGE
TEE W/ 6' 6" GATE
FOR HYDRANT
DRAINAGE
BRANCH VALVE
CONC THRUST BLOCK
\—
BEARING AGAINST 4 SO
2" THREADED 90' BEND
WATER MAIN
�GF•TE VALVE
L
o" AND LARGER
THRUST
\��..,
FT UNDISTURBED
«�q MATERIAL
BRASS OR PVC
M.J. CAP
TAPPED 2" \ NO ACTIVE SERVICES SHALL BE INSTALLED
BLOCK'
�� (SEE CONCRETE
\ BETWEEN THE VALVE AND THE BLOWOFF.
•..
THRUST BLOCK
SCHEDULE)
\
�— 3/4" ALL -THREAD STAINLESS STEEL ROO
//
..
6"m DIP PIPE
..
FILL CONCRETE
AND FASTENERS (CUT TO LENGTHOR
\�
f _h .. _�
_
MEGA -LUG
AUTOMATIC FLUSHING DE��ICE FOR MAINS 6" AND
r-° MIN
LARGER (FOR hfAINS TO BE EXTENDED LATER)
PROVIDE 4-3/4"0 STAINLESS STEEL TIE RODS
VALVE SUPPORT
THREADED AT ENDS (INC. NUTS)
ENCED
DETAIL W-2
EQUALLY SPAA AROUND PIPE
P
BETWEEN ALL MECHANICAL
NOTE: WEEP HOLES ARE
JOINT FITTINGS (TEE, VALVE, BEND)
TO BE FULLY FUNCTIONAL
OR MEGA -LUG
FIRE HYDRANT
DETAIL W-1
(DEVIATION FROM
STANDARD DETAIL)
1. ALL OTAD END LINES WALL HAVE FLUSHING
DEVICE.
2. MAINS 6" D LARGER SHALL USE A FIRE
HYDRANT F A FLUSHING DEVICE.
3. FLUSHING HYD T COLOR SHALL BE "RED"
ENAMEL PAINT.
4. POST HYDRANT SH HAVE 1 1/2-WCH
PEN"FAGONAL OPERA NUT.
5. AT DISCRETION OF BRU ' CK COUNTY, AN
AUTOMATIC FLUSHING DE (KUPFERLE 9400
£CUPSE) MAY BE REQUIRED UEU OF
STANDARD MANUAL FLUSHING ANT (SEE
DETAIL THIS SHEET)
SMALLER MAN 6"
STANDARD VALVE BOX
WITH UO MARKED 'WATER"
BRICK SUPPORT
00`/ /
2" IRON
BRONZE MOJ
GATE VALVE
BRASS OR
PYC NIPPLE
2" X 12'
MECHANICAL JOINT OR MEGA -LUG
TAPPED END CAP RODDED BACK TO THRUST!
WITH STAINLESS STEEL RODS AND FASTENERS
STANDARD FLUSHING DEVICE FOR MAINS LESS
THAN 6" DETAIL W-3
FLUSHING HYDRANT - KUPFERLE ECLIPSE p2 ?OST
HYDRANT (OR APPROVED EQUAL)
BRICK SUPPORT
3/4" ALL -THREAD
STAINFESI STEEL TIE
_ ROD (CUT TO LENGTH)
F— CR MEGA -LUG
NOTES:
1. CONCRETE SH ' NOT CONTACT
BOLTS OR EN OF
MECHANICAL FITTINGS.
2. ALL TIE RODS AND NUTS TO BE
STAINLESS STEEL,
3. LENGTH OF PIPESHALL BE
MINIMUM NEEDED TO INSTALL
FITTINGS. VALVE SHALL BE
BOLTED DIRECTLY TO TEE
WHENEVER POISSIBLE,
ROD REQUIREMENTS
BRANCH SIZE NO. OF RODS
4"
2 EA.
8"
2 EA.
6"
4 EA.
12"
4 EA.
16"
6 EA.
20"
6 EA.
24"
6 EA.
GATE VALVE
THRUST BLOCK
^. °. •. II � I.. I I I
DETAIL W-4

LA
A
is' MIN
5.
PLAN VIEW 6' MIN
/3 DOWELS O 12" ALL SIDES INFORCE #4
3/4-
3/4" CHAMFER (TYP` -.--A� OF B' E.W.
SEE NOTE 3 -" _ .,...... '
. .W. ALL SIDE
VALVE BOX /•, 6' MIN. 2' CL � +4• Y!!l. ,(\
.WAT MARKE \ C' (�\\ 4�'\�7/ rl�\i1
'WATER' 12' uiN. / \ r 12 MINI,
BRICK SIIPPOR -- :
/\\ ITT ) 12 MIN • •, 4- MIN. ALL SIDES
s xs s/s O.CM
DOw LS O 12 O c 2• CL
uIN STONE BASE R QUIR_C FOR PRECAST DRAIN TO DITCH, STOPM
UEPENDLNT CN SVBGRADE FOR CAST N PLACE CULVERT. CR SUMP PUMP.
SECTION VIFW
WATER METER VAULTS (Y TO 10"
DETAIL W-8
NOTES:
1. THE BACKFLOW PREVENTION DEVICE MUST BE INSTALLED IN AN
ACCESSIBLE LOCATION TO FACILITATE PERIODIC FIELD TESTING AND
MAINTENANCE.
2. THE LOCATION SELECTED SHOULD HAVE ADEQUATE DPAINAGE FCR
RELIEF VALVE DISCHARGE. DRAINAGE MAY BE PIPED AAAY. PROV,OING
AN APPROVED AIR GAP DEVICE IS USED. THE DEVICE SHALL NOT BE
PLACED WHERE IT MAY BECOME SUBMERGED IN STANDING WATER.
3. INSTALL THE DEVICE IN A HORIZONTAL POSITION MTN ADE(AJATE
CLEARANCE FROM WALLS AND/OR OBSTRUCTIONS, FOR TESTING AND
MAINTENANCE. A 12" TO 30" CLEARANCE BETWEEN THE LOWER MOST
PORTION OF THE DEVICE AND ROOD GRADE OR FLOOR SHALL BE
PROVIDED.
4. A 'Y STRAINER MAY BE INSTALLED JUST UPSTREAM OF THE BACKROW
PREVENTION ASSEMBLY TO EUMINATE ANY DEBRIS FROM ENTERING THE
DEVICE AND FOULING THE CHECK AND/OR RELIEF VALVE.
5. NO UNDERGROUND INSTALLATIONS ALLOWED.
PROVIDE POSITIVE
DRAINAGE
XPIPINGSHALL
CTION NOTES:
ETE SHALL 4,000 PSI MIN. COMPRESSIVE
GTH AT 2 AYS.
ORCING S SHALL BE GRADE 60 DEFORMED STEEL.
S SH BE APPROVED BY BRUNSWICK COUNTY.
MOUNTED STEPS ARE NOT ACCESSIBLE FROM
PERMANENTLY MOUNTED LADDER MEETING O.S.H.A.
ARDS SHALL BE PROVIDED.
ATE REINFORCEMENT AROUND HATCH TO PROVIDE
ALENT STEEL CROSS-SECTION.
IPING SHALL BE DUCTILE IRON.
MIN. VAULT DIMENSIONS
METER A B C
SIZE
3' B'-6' S'-6' 5'-0'
4' 9'-6' S'-6' 5'-0'
6' 11"-0' 6'-0' 5-6'
B' 12'-0' Y-0' 6'-0"
10' 14'-0" 8'-0" 6'-0'
10 AWWA C701 TURBINE METER OR AWWA C702 COMPOUND
METER w/ENCODING REGISTER FOR REMOTE READING
(SENSUS OR APPROVED EQUAL) METER MUST BE SUBMITTED
FOR REVIEW AND APPROVAL BY BRUNSWICK COUNTY
ENGINEER
STRAINER BY METER MANUFACTURER.
3 AS DETERMINED BY BRUNSWICK COUNTY, AWWA C508 SWING
CHECK VALVE WITH LEVER, do WEIGHT. OR SPRING, OR
FLOMATIC MODEL 848/895 SPLIT DISC
IS AWWA C509 GATE VALVE w/H.AND WHEEL
AMP,
ITRON SOW -2 PIT ERT WITH COMPATIBLE REGISTER. OR
IVALFNT-MUS' BE APPROVED BY BRUNSWICK COUNTY
V S! OR
COUBLE LEAF A.UMINJM HATCH
GRA` i DP.A.IN !O DA"LIGHT OR SUMP PUMP WITH FORCE
MAIN TO CRA? ORA.NAGE
8� 'WATERTIGH SKET w/—ERAUL'C CEMENT SEAL
9• SOLD MASON. IFR FIXTURE SUPPORTS
STEPS SFACEO AIROL6 O.C.
l} IN --INE TEE OR TA G SLEEVE ./VALVE AND BOX TO
GRADE WITH LID MARK "WATER"
�I. ALL WATER METFR VAi)I TS%ST BE SIiBMITTFD TO
BRUNSWICK ^OUNTY EN
DEPARTMENT AS A SHOP
SUBMITTAL FOR REVIEW AND AP VAL
�. METER VAULT LID SHALL REST ON O% VAULT WALLS -
NO JOINTS ARE ALLOWED 'N VAULT W - VAULT BOTTOM
AND SIDES MAY BE PRECAST BUT TOP L BE PLACED
ON TOP OF WALLS.
INSULATED ENCLOSURE -
'HOT ROK" OR SIMILAR
(E%TEP,IOR INSTALLATIONS ONLY)
PROVIDE ADEQUATE HEIGHT OF
ENCLOSURE TO ENSURE A 12"
HEIGHT FROM RPZ TO EXISTING
GROUND DRAINAGE POINT
PROVIDE POSITIVE
DRAINAGE
VALVE BOX
W/LTA MARKED-
"WATER- (T...)
BRICK SUPPORT-
(TYP )
KING DIMENSIONS
A
B C
4' - 0"
jT0
2' - 6' 1' - 6"
5' - 0"
4' - 0' 2' - 0'
8'-0"
6'-0" 3'-0'
UNDISTURBED SOIL
BACKFILL
N11. i CONIC. BLOCKING
i; �� ISI—I
=111�
• I I—III B
II�IIF VI—
II i1- I �I
I I I I I' \ UNDISTURBED
SOIL
PLAN —BEND SECTION — PLUG
SEE SECTON FOR DEPTH B SEE PLAN FOR LENGTH A
1. 2500 PS.. CONC.
2. REMOVE LOOSE EARTH AND POUR AGAINST UNDISTURBED SOIL.
3. BACKFI,.- TO EXISTING/FINISH GRADE AFTER CONCRETE
HAS CURED FOR 24 HOURS
4. CONCRETE SHALL NOT COVER FLANGES, BOTS, MEGA -LUGS, RODS, ETC.
BACKFILL
CONIC. &.00KING—
�--
I'
!NDISTURSED SOIL
PIAN — TEE SECTION — BEND & TEE
SEE SECTION FOR DEPTH B SEE PLAN FOR LENGTH A
THRUST BLOCKS
DETAIL W-9
PRESSURE TAP W/ 1'
CORP STOP WELDED ON
CHECK VALVE VAULT
DETAIL W-11
SEE STANDARD
FIRE HYDRANT
-GRANT TEE --
PER DETAIL
NOTE:
ALL PIPING SHALL BE DUCTILE IRON
4
BYPASS UNE
2
HYDRANT TE
PER DETAIL
1. AS DETERMINED BY BRUNSWICK COUNTY,
AWWA C508 SWING CHECK VALVE WITH
LEVER & WEIGHT OR SPRING DR
FLOMATiC MODEL 848/895 SPLIT DISC.
2. GATE- VALME 1WTH ROADWAY BOX &
SAB AND VALVE MARKED 'WATER*.
3. FLANGED COUPLING ADAPTER
4. HYDRANT ASSEMBLY INSTALLED ON
DOWNSTREAM SIDE WITHIN 50' OF CHECK
VALVE.
5. ALUMINUM HATCH W/ COMPRESSION
SPRING OPERATORS OR APPROVED
EQUAL.
6. STEPS SPACED AT 16' O.C.
7. PRECAST REINFORCED CONCRETE VAULT
WITH H2O LOAD RATING AND MIN. INSIDE
DIMENSIONS 6' L X 5' W X 4' 0
S.
STANDDN MODEL S89 OR APPROVED
EQUAL FIXTURE SUPPORT.
9. CONCRETE THRUST COLLAR PER
SPECIFICATIONS
R—m-
Qac: n4I1I-11
Srak: NITS
C'6nkil By: WLP
WIT
1 c
�ryo`�clrr�'o�.tz
,rr 1t7�r1���
3OF5

0--.` NOTE:
3 MINIMUM 10' LATERAL SEPARATON BETWEEN
3 WATER AND SEWER MAINS
I�
1 i I I
i
HOTEs .C, 5' MAX I 5' MAX
t. CON�IETE al1ALL BE
�BE DFFABs
STALL BE J2uEMS.
z BBlnrNFOeTHRUST _. �c I COLLAR I
\` '
MD nm TosEn+Ea. .::=
1. rRENCN BOT':GM x+o1H N --/—TYPICAL SEWER LOCATIONxurett a tHBusr - 5' MAX ' (NORM & WEST SIDE OF ROAD)
BU—(5) NSTALLAT.Cda — —
.— E
BNWIMJM
WIDTH. UNDISTURBED SOIL
l BAIXFiLL TAMPFo R/W
R
Y" BAR S S
a ' a
"X' BAR . �; {„ I �0, a I ROADWAY I
Oa
I'
I -
a It
MIN.0 —_— —W-- —_---� — —_ _W—
�— z '13' 3" MIN. CLEAR.
REINFORCING REQUIREMENTS R/w R/W
__ Mi
__.J2EIIIfORDING. BAR_iR1EQU.�TE 5' MAX \��
I.D. PIPE REBAR SIZE 'X" BAR LENGTH �'(' BAR NGIT. BAR IENCTHT Y.BARWGIIT NO. REOD.
b' -?6" MS 12'-2"+O.D. PIPE 1.G43 IBS. JFI i' -Y 1.1 LBS FA -24,Y-12
!3'-0"+O.D. PIPE 02 LRS./FT 1'-3" 1.9 LBS EA. -24,Y-12 j \--ICAL WATER LOCATION
REINFORCING BAR SCHEDULE I (SOUTH & EAST SIDE OF ROAD)
I.D. PIPE "A" "8' 'C - 6"-16'. 20'-24 . 30 -36' 48"
6-56
6`— I 3 3 1
THRUST COLLAR FOR WATER MAINS
DETAIL W-12
FOR NCDOT MAINTAINED ROADS
PLACEMENT OF UTILITIES IN ROAD RIGHT-OF-WAY
DETAIL W-13
DOMESTIC SERVICE.
BUILDING AND NOTE 5)- ..........�... _.,..
POST INDICATOR VALVE LOCATED
NITMIN 5,5' MINIMUM UT'LTY EASEMENT
ADJACENT TO RIGHT-OF-WAY
NOTES
..__._._. FIRE SERVICE. TYP
© FD
(SEE NOTE 3)
1. NO FIRE HYDRANTS ARE PERMITTED
BUtIDi ( PERMITTED PRI
APPROVED BACKFLOW PREVENTER
ON PRIVATEFARE LINES.
(2)CURBSIDE FIRE DEPARTMENT
ASSEMBLY ON DDMESTIC WATER
SERVIC FIRE
2_
CONNECTION A' STREET R/W OR ALONG
SUPPLY -COMMERCIAL AND INDUSTRIAL
HYDRANTVIC SMALL PUBLIC
UBUC
FIRE LANE INTERIOR TO DEVELOPMENT
CUSTOMERS -MAY BE LOCATED IN
WATER MAINS LOCATED
TED WI A
(SEE SAL) HECK IN
BUILDING MECHANICAL ROOM
RECORDED PUBLIC
EASEMENT. THE POST INDICATOR
OR VAUL7V%VE
FIRE HYDRANT PRIVATE
SMALL BE LOCATED AFTER
THE MOST DOWNSTREAM HYDRANT
CWNtt r
W
APPROVED BACKF.OW PREVENTER
ON 'HE MAIN.
R/W
ASSEMBLY FOR IRRIO.ARON
3 FIRE SERVICE ONES WITH
-- -- - - -- --
OR EASEMENT UNE '
SHALLBE 6" MINIMUM
_ rHYDRANTS
MA GOMESRCJ
IRRIGATION METER
DIAMETER.
ITER NEIER
4. POS': INDICATOR VALVES FOR
PRIVATE FRE SERVICE LINES SHALL
WATER MAI VAL Yp
BE LOCATED AS SHOWY:.
WY'=
5 RPZ MAY BE LOCATED IN BUILDING
IF BUILDING IS LESS THAN ZOO
LINEAR FEET FROM THE WATER
MAN SERVING THE BUILDING.
ROADWAY
LOCATION SCHEMATIC FOR FIRE
SERVICE -DOMESTIC & IRRIGATION
DETAIL W-14

MOTE 3
DISTANCE TO BE
APPROVED BY COUNTY_
SEE NOTE 4 (':YP: ..Al
PRIOR TO START OF WOPX BORE PIT )IEACH. END) 10' MAX SPACING FOR BORE PI:
DEPTH MEASUREMENT
PAVED
\� ROADWAYS EDGE OF /—E I' GRAD[
DIR DRILL ^PAVEMENT
MACHINE
\ c \ 3
\
\ NOTE 1 10'
N NOTE t `O121LL MACHINE '�- 1--� AND RODS
SEL-RESTRA;NED PE/MJ ADAPTERS, NATIONAL " CABLES INTI/ S. 1 DABLES. WTI/ SWN '1 --OPEN CUT PIPE
SANITATION FOUNDATION (NSF) APPROVED FOR f LINES, TYP LNES, TYP """'--J 60' MIN
POTABLE WATER WTH STAINLESS STEEL SLEEVE / 60' MIN HDPE/MJ TRANSITION ASSEMBLY
INSERTS AS MANUFACTURED 6Y JCM OR tr AS REQUIRED) (SEE DETAIU
APPROVED EQUAL. ADAPTER BY CENTRAL. 4CRiZONTAL DIRECTIONALLY DRILLED PIPE
ORISCO, FIFE OP. APPROVED EQUAL: ADAPTERS
(::LASS 350 DIP, HDPE DR9 OR FUSIBLE PVC
TO BE SON 11 DR 9TYP BOTH ENDS). SEE T (DR18); SEE SIZING CHART)
HOPE/MJ TRANSITION ASSEMBLY
(AS REQUIRED) (SEE DETAL)---)
HDPE/MJ TRANSITION ASSEMBLY
WS -4A
DIRETIONAE DRIES
D E - A. I E 'I,Ng, -- 4
EXSTINC
GRADE
TE "ISOLATION" THRUST -BLOCK
HOPE DIAMETER. CONVERSION TABLE
NOMINAL FEN CUT NOMINAL HDPE DR9 HDD
PIPE SIZE PIPE SIZE
(INCHES) (INCHES)
VALVE - PLUG, CATE, OR
BUTTERFLY. PER
8R'JNSMCK COUNTY
TECHNICAL SPEORCATIONS
(ONLY IF SROM ON PLAN
SHEETS OR AT THE
DISCRETION OF BRUNSWICK
ADAPTER
BEL
/\ BELL h SPIGOT ,!ONT `
FE+-- ANCE VARIrS� i 20' MINIM.JM \ !�
a I RAS APPP.CVED BY
• BPUNSWCK COUNTY
a e .
x
i
��^ „ •�i V t, 1 o RESTRA;NEO JOINT (S- NOTE 9)
\-HDPE PIPE \-DUCTILE IRON PIPE OR RESTRAINED JOINT PVC (MEGALUG)
HDPE ANCHOR -RING TRANSFERS E%PANSION
AND CON-RACNON FORCE INTO CONCRETE
BLOCK WHICH TRANSFERS IT INTO THE SOIL
WTHTHE ASSEMBLY REMAINING STA.TIGNARY.
THIS PREVENTS THE UP -STREAM D.I. SLIP
JOINT FROM BEING PULED A?ART.
NOT REQUIRED FCR FUSBIE P"V„ OR HDO DIP
HDPE/MJ TRANSITION ASSEMBLY
WS -48
NOTES
AN AS -BUILT PLAN AND PROFILE SHALL BE PRO'VTO'e0 FROM ENTRY TO EXIT FOR, EACH
DIRECTIONAL BORE SECDON BY THE DIRECTIONAL BORE CONTRACTOR. THIS SHALL
INCLUDE ACCURATE HCRIZONTAL AND VERTICAL DIMENSIONS AND SHALL MEET OR EXCEEC
NCDOT VERTICAL REQUIREMENTS FROM HDD PIPE TO EDGE OF PAVEME.N'.
2 ALL BORE SEC'IIGNS SHALL RE HYOROSTATCALLY TESTED PER COUNTY STANDARDS
AFTER INSTAIE.ATICN, AND PRIOR TO CONNECTION TO THE FEN CUT WATER] SE'NER
UNE A FINAL TEST WILL BE A PAR. OF THE TOTAL MAIN UNE SYSTEM TEST.
LENGTH OF r{OSSING, LOCATION OF INSPECTION/OBSERVATION EXCAVATION, NUMBER OF
PDC PPE JONTS, LOCATION OF DRILL MACHINE AUGER ENTRANCE LOCATION AND TIE-IN
POINTS ARE .0 BE AP?ROVED BY COUNTY PR -ON TO ANY START OF WORK.
A. ON CONVENTIONAL ITGHNAYS, AS A MINIMUM. THE 4DD PIPE SHALL EXTEND 10 THE
ND
SHOULDER BREAK CR 10 =EE- BEYOTH EDGEOr PAVEMENT ON FILL SLOPES.
W,ICHEVER IS GREATEP. 3 FEET BEYOND THE DITCH LINE IN CUTS; AND ON
c LE L CURBED
SECTIONS '0 THE BACK OF THE SIDEWALK AREA. ON FREEWAYS, E%FRESSWAYS, AND
OTHER CONTROLLED ACCESS HIGHWAYS, THE HDD PIPE. WILL BE REQUIRED TO EXTEND TO
THE ACCESS CONTROL LINES. TO THE OUTSIDE OF FRONTAGE ROADS. OR A SUFFICIENT
DISTANCE TO ALLOW FOR FUTURE HIGHWAY IMPROVEMENTS, OR AS REQUIRED BY THE
NCCDT ENCROACHMENT AGREEMENT.
5. THE BETE DEVELOPED FOR IHE DIRECTIONALLY DRILLED PIPE SHALL BE KEPI AT A
MINIMUM DIAMETER FOP, THE PIPE i4STAilATON. THE AUGER HEAD SIZE SNAIL BE
APPROVED BY THE COUNTY PRIOR TO THE START OF WORK.
6. HCRZON-AL DIRECTCNAL DRILL OF NCDOT STATE ROADS TO BE APPROVED BY NCOOT
PRIOR TO CONSTR.UCT:.CN. PIPE MATERIAL AND THICKNESS MAY VARY.
Z. THE CCNTP.ACTOR SHALL ALLOW SUFFIGENT LENGTHS OF PIPE TO EXTEND PAST THE
TERMINATION POINT TO ALLOW FOR CONTRACTION. PULED HDO PIPE SHALL. BE. ALLOWED TO RELAX
: DAYS OR THE AMOUNT OF ?IME RECOMMENDED BY THE MANUFACTURER PRIOR i0
MAKING CONNECTIONS.
B. FUSIBLE PVC HAS BEEN APPROVED FON USE MTHIN NCDOT RICHT. OF WAYS.
SEE CURRENT NCDOT SPECIFICATION PAGE 10.58; NOTES 1036-3(4)(1)(2)
9. MINIMUM Of (3) RESTRAINED JOINTS ARE REWIRED UPSTREAM AND DOWNSTREAM OF
DIPjHDPEAUSIBLE PVC MJ ADAPTEP ON EACH END OF THE HORIZONTAL DIRECTIONALLY
DR,_LED PIPE UNLESS OTHERWISE APPROVED BY BRUNSWICK COUNTY.
ADJUSTABLE CAST
IRON VALVE BOX
VALUE -PLUG, GATE, OR 36" MIN
BU TEEPEE, PER BRUINStWCK
COUNTY TECHNICAL SPECIFICATIONS
'
N
-Y IF SHLWN ON THE PLAN
SHEETS CR AT THE DISCRETION BEND ANGLE TO
OF BRJNSWICK COUNTY) \ NOTA:
PE PVC TO BE DETERMINED
PER A^TIAL
RE MJ
INEC FIELD C NDITIONS 1. IRIS DETAIL IS A GENERAL SCHEMATIC SHO'WNG ISTM.ATiON VALVE LDCAT:C NS AND AIR
BRICK SUPPORT TYP. - TO MJ BEND RELEASE VALVES
( ) - VALVE & BOX VALVE & 20X
2 RNA.L LOCATION OF PIPE APPURTENANCES SHALL BE COORDINATED WITH BRUNSWICK COUNTY
. PVC PIPE TO ALONG 'WITH PIPE MATERIAL .AND METHOD OF CONSTRUCTION,
BE
RESTRAINED �T 1'— ?TPUL TRACER WIRE
OPEN -CUT ?IPE PVC OR DIP
' DJP \\' TO MJ BEND I I I I—I I I I INTO 'dAL'vE BOX
_7 WATEP, SURFACE -
1 \ BE% -
PVC TO BE
RES -PLA NEC j 'aLC B(t. FLOW
TC MJ VALVE / ry00 OOR FLOW r\ _ iD' MIN. 1
P l�
WRAP AROUND / •. - AIR RELEASE VALVE FORCE MAN) OR
� �
PIPE VM'H ��
DEFORMED BARS �'- - FIRE HYDRANT (WATER) AT HIGH POINT
- a• _• . �.\ FOR FLUSHING (PER DETAIL)
5.5" CIA
t TRACER WIRE 12 GA
• / COPPERHEAD SUPER FLY 10' MIN
(OR
APPROVED EQUA;.)
OPEN—CUT PIPE TO FUSIBLE P'JC17
OR HDD DIP TRANSITION ASSEMBL
W_S=4C
-. 4D?E. DIP OR FUSIBLE PVC UIREC7iONALLY DRILLED PIPE �
i
VALVE LOCATIONS FOR DIRECTIONAL DRILL OF
PIPE UNDER W'ETLANDVINATER B-ODY
DETAIL WS -5

PLAN VIEW
I I
TONE
CROSS SECTION
NOTES:
1. UNRESTRAINED SEWER LINES ON 20% SLOPE OR GREATER SHALL BE ANCHORED SECURELY WITH CONCRETE
COLLARS MINIMUM 1 CONCRETE COLLAR PER PIPE JOINT. ADDITIONAL COLLARS MAY BE REQUIRED BY
ENGINEER.
2. COLLARS FOR ANTI -SEEPAGE (PIPING) CONTROL FOR PIPELINES CONSTRUCTED THROUGH WETLANDS SHALL BE
INSTALLED AT LOCATIONS SHOWN ON THE PLANS
PIPE COLLAR DETAIL
WS -8
PRE -CAST REINFORCED
CONCRETE VALVE BOX
COLLAR MAY BE OMITTED
IN PAVED SECTIONS —
RECLAIMED OR WATER
ON COVER
GRADE TO BE ESTABLISHED TO
ALLOW FOR DRAINAGE AWAY FROM
CONCRETE COLLAR
FINISHED GRADE
-MARKER HAS HIGH IMPACT RESISTANCE DUE TO HIGH FLEXIBILITY.
1. VALVE MARKER TO BE INSTALLED UPRIGHT WITH THE
V -MAY REQUIRE A SMALL PILOT HOLE IN CERTAIN SOIL CONDITIONS BEFORE INSTALLATION.
—
LOCATE ARE TO EXTEND OUTSIDE
2. DIRECTION AND DISTANCE MUST BE ETCHED OR STAMPED
(NATER -W, SEWER -S, RECLAIMED -R).
OF VALVE BOX, BEND ENDS OVER
DISTANCE, & DIRECTION TO VALVE
3. ONE POST TO BE INSTALLED FOR EACH VALVE LOCATED
UP OF VALVE BOX BEFORE
OUTSIDE OF THE PAVEMENT.
n
INSTALUNG UD i
3
NTO POST
WAY.
BRICK UNDER EACH
5. NO VALVE MARKER REQUIRED FOR FIRE HYDRANT
SIGMA, OR APPROVED EQUAL -
SIDE OF VALVE BOX
ISOLATION VALVES.
CAST IRON VALVE BOX
RECLAIMED)
6. PAINT VALVE MARKER USING STANDARD LOCATING
ADJUSTABLE 'SCREW TYPE' 9+
STONE BEDDING UNDER
COLORS:
VALVE BOX
VALVE AS SHOWN ON
0) WATER - BLUE
PLANS (MEGA LUGS/
TRACER MI�'E
GRIP RINGS REWIRED)
(SEE NOTE
BELL RESTRAINT
I
(MEGALUG OR APPROVED
EQUAL) REWIRED ONE
JOINT EACH SIDE OF BELL RESTRAINT
VALVE (MEGALUG OR APPROVED
NOTES:
-MARKER HAS HIGH IMPACT RESISTANCE DUE TO HIGH FLEXIBILITY.
1. VALVE MARKER TO BE INSTALLED UPRIGHT WITH THE
V -MAY REQUIRE A SMALL PILOT HOLE IN CERTAIN SOIL CONDITIONS BEFORE INSTALLATION.
CAST 'MV' FACING THE NEAREST STREET.
2"0 STAMPED BRONZE INSERT WITH TYPE
2. DIRECTION AND DISTANCE MUST BE ETCHED OR STAMPED
(NATER -W, SEWER -S, RECLAIMED -R).
INTO THE BRONZE INSERT.
DISTANCE, & DIRECTION TO VALVE
3. ONE POST TO BE INSTALLED FOR EACH VALVE LOCATED
OUTSIDE OF THE PAVEMENT.
4' HIGH 'MV CAST
4. VALVE MARKER TO BE INSTALLED AT THE RIGHT OF
NTO POST
WAY.
R/W
5. NO VALVE MARKER REQUIRED FOR FIRE HYDRANT
FOR SEWER
rlOR
ISOLATION VALVES.
CONCRETE VALVE
RECLAIMED)
6. PAINT VALVE MARKER USING STANDARD LOCATING
COLORS:
0) WATER - BLUE
b) SEWER - GREEN
c) RECLAIMED - PURPLE
2' MINIMUM 3 7YP
VALVE BOX & COVERS rTMP. FINISHED GRADE rc I 4' 6'
27' CONCRETE
COLLAR
VALVE MARKER IN RIGHT OF WAY PAVED
DETAIL WS -11
POURED IN PLACE CONC EQUAL) REQUIRED ONE
W/ TIE DOWNS REQUIRED '—CONC SUPPORT JOINT EACH SIDE OF
(M4 BARS) FOR 1D' AND VALVE
LARGER VALVES TYP CONC SUPPORT: PRECAST BLOCKS
MAY BE USED FOR LESS THAN 10' VALVES
(FIELD CONDITIONS MAY REWIRE ADDITIONAL RESTRAINTS)
NOTES:
1. TOP OF VALVE BOX AND COLLAR SHALL BE PAINTED GREEN FOR SEWER FM. PURPLE FOR RECLAIMED WATER.
AND BLUE FOR WATER.
2. EXTENSION STEM WILL BE REQUIRED TO BE WITHIN 2 FEET OF THE SURFACE IF OPERATING NUT WOULD
OTHERWISE BE OVER 5 FEET BELOW GRADE EXTENSIONS SHALL BE PERMANENTLY ATTACHED TO VALVE NUT
AND SHALL BE PROVIDED WITH HORIZONTAL SPACERS FOR VERTICAL ALIGNMENT WITHIN THE VALVE BOX_
3. MINIMUM CLEARANCE TO EXTENSION IS 8.
4. WIRE COLORS REQUIRED: SEWER-GREEN/WATER-BLUE/RECLAIMED WATER -PURPLE OR GREEN NTH PURPLE
STRIPE
5. 12 GA. COPPERHEAD SUPER FLEX TRACER WIRE OR APPROVED EQUAL
CONCRETE VALVE MARKER
5'
VALVE BOX
DETAIL WS -9
I BELL
I— 6' O.D. � 6'
6' MIN,
V BELL
C C O.D.
� .
SECTION "A"
NOTES: �J q
-MARKER HAS HIGH IMPACT RESISTANCE DUE TO HIGH FLEXIBILITY.
TWO FLAT SURFACES ARE PROVIDED FOR ANY DECAL APPLICATION NEEDED.
V -MAY REQUIRE A SMALL PILOT HOLE IN CERTAIN SOIL CONDITIONS BEFORE INSTALLATION.
V
A -ONE POST TO BE INSTALLED FOR EACH VALVE LOCATED OUTSIDE OF THE PAVEMENT.
A
L -WITNESS POST TO BE INSTALLED AT THE EASEMENT EDGE. L
V -NO POST REQUIRED FOR FIRE HYDRANT ISOLATION VALVES. V
E E
M M
A A
R 2' MIN R
K
E
E
R
I WATER OR SEWER ----\
WATER VALVE
W
S
FOR SEWER
rlOR
(USE 'R' FOR
CONCRETE VALVE
RECLAIMED)
COLLAR (TYP)
VALVE MARKER IN EASEMENTS (UNPAVED)
DETAIL WS -10
GUNGKtIt tNGAJtU FIFt
DETAIL WS -12
6" MIN.
r 8.
4 - /5 HORIZ. /r
4
6' MIN. n
6' NIN.
UNDISTURBED EARTH
ON ALL SIDES
CONCRETE ENCASEMENT DETAIL
PIPE BELL
2500 PS CONCRETE (MIN)
04 STIRRUPS 0 18'
R—
1MoDD 715/2S0
1&
0E
oadm
A
W Oz
�0
w`LU u
z
V
s�ulc: NTS
a,.on ey: rom
CTckN By: WLP
4OF7

TRACER WIRE TC EXTEND OUTSIDE
OFVALV< 80X, BEND ENDS OVER
LHP OF V.'LL.'•'E BOX BEFORE
INSTALLING LID
NOTES:
1. PROVIDE TRACER WIRE ON ALL NON-FERROUS
PIPELINES.
2 TRACER W§RE NOT REQUIRED OLIFIRE
HYDRANT :SOUJOR 'VALVES
12 GA. "COPPERHEAD SUPER FLEX"
��TRACER'MRE (OR APPROVED EQUAL)
i 1/2' POLYETHYLENE TAPE
VF?hPPE11 AROUND TWICE
1 Fes- 70' MAX.
c NOTE:
TRACER WIRE AT VALVES MRE COLOR REQU:REO
• SEWER -GREEN
ET iIL 'NS- l WATER -BLUE
• RECLAIMED WATER -PURPLE OR
GREEN WITH PURPLE STRIPE
SI.PHCN BR
NCT:
HOSE BIB SHALL AC'LOMMOD.AT
STANDARD 3/4' GARGEN HOSE. P
L
2
T'xt' MIN PAVER ;F
LOCATED IN GRASS AREA
1 CF 111 57
WASHED STONE----��
xyG DEVICE
TOP OF SLAB
�-PL E G.D.ZE PhS'.6'.
PTFE SIUSSHCWN ON FLANS.
3/8' x 2' STAINLESS STEEL
STRAP KPH 2-1; * LEG VARIES
-PROVIDE WSHIG'vING INSUI.ATCi BE iw':EN T 2 STAINLESS STEEL
1/2' STEEL ANVUpt //'PIPE R STEEL SCRAP AND BE -WEEN PIPE /
F,CIT MTi 4' / k CONt7t'_E 'AD_, ANCHOR BOLTS
FROF_CTION AND NUT -- CRADLE FfRkEO 70 PE
BCTTOM THIRD Gf PIPE
CONCREIE
1
PER
4 - y4 BARS BENT_
/3 BARS 8
r.
. GRACE,-- III't��� -tj� -CONCRETE SHALL BE 3.000P.S.I. MIN.
'PRCX
STAINLESS
STEEL xSTR.AP RMT 2-1,12* LEG ,
--- `-3/" x 2' STAINLESS STEEL
SlkRul-ILENED 1O11T / AP WTH 2-1/2' LEG
DUCTILE RGN PIPE -� PLAN `"EY!
I VAPoABLE__.
fii �1 ,/2 ANCnCR BOLT 1
4" PR,OJECTON AN UT (---� ! �1' 02 0"
ENG VIEW TRAINED JOINT
0001
'M z-: T OF PIES
I) PIERS OVER 3'-D" IN HEIGHT TC BE
-�
REINCi-IRCEO. A 9'i\` A 4 - #4 BARS
2) SET PIPE BOTTOM A MINIMUM OF 2' ABOVE THE CONCRETE PIER VERT. (BENT)
25 YEAR WATER SURFACE ELEVATION. . PRO:X. GRADE
3) CAST -114 -PLACE CONCRETE SHALL
8E FIELD TESTED. /
4) AT A MINIMUM, ONE PER MUST BE INSTALLED
EVERY 20 -FT OR AS DIRECTED BY THE ENGINEER.
5) ENGNEER SMALL VERIFY FOUNDATION REOUIP.EM- S. _ T
REDAR SIZE, AND ALL OTHER DIMENSIONS. �3 BARS A 12' G.C.
SIDE +: "
E4! SECTION „—A"
AERIAL PIPE CROSSINC
DETAIL '06-15
ELAN
FOR VALVES
NOTE:
OUTSIDE OF
FOR VALVES WITHIN NCDOT R/W
NCDOT R/W
COLLAR SHALL BE PIACED AT
SET COLLAR I'
FINISHED GRADE
ABOVE FINISHED
GF ADE
TOP OF VALVE &OX
LEVEL W/COLLAR
TO ' 1/2" RECESS.
ID'
NON -TRAFFIC
\ / NOT REQUIRED IN
FINISfifO GRADE
PAVED SECTIONS
..
a
°
a
\
VALVE BOX
24' DIA.
SEC CN A—A
PRECAST CONCRETE VALVE BOX COLLAR_
DEI.AIL WS -16

Y
EXISTING GROUND
3 FEET MIN.
FOR PVC / HDPE
WATER/SEWER (DIP OR C900 PVC)
24" CLEARANCE PREFERRED OR AS
APPROVED BY BRUNSWICK COUNTY
)ME JOINT FROM RESTRAINED JOINT FITTING45 DEGREE MAXIMUM BEND (TVP.)
ol:
STORM WATER CULVERT INVERT
OR DITCH BOTTOM AS
DETERMINED BY CULVERT
FLOW LINES
24" MIN.CLEARANCE
OR ENGINEERED
SOLUTIONS PER 2T
4c� RULES
Lq
P
fJ, l RESTRAINED JOINT(TYP)
MEG -A -LUG OR EQUIVALENT
AS MANUFACTURED BY EBBA
IRON, ROMAC, SMITH-BLAIR,
WATER/SEWER (DIP) ETC.
JOINT REWIRED
NOTE-. USE STAINLESS STEEL THREADED RODS, MEGA -LUG, OR APPROVED EQUAL FOR JOINT RESTRAINT
DITCH AND/OR STORM DRAIN CROSSING
OFFSETS BETWEEN WATER/SEWER
PRESSURE MAIN AND STORM DRAIN
DETAIL WS -20
DEPTH < 2CI FEET - CLASS "A" BEDDING
• UNDERCUT TRENCH BOTTOM 6 INCHES MINIMUM BELOW
PIPE
• FILL PIPE TO SPRING LINE WITH NO. 57 STONE
DEPTH > 20 FEET - CLASS "B" BEDDING
• UNDERCUT TRENCH BOTTOM 6 INCHES MINIMUM BELOW
PIPE
• FILL TO 6 INCHES ABOVE PIPE WITH NO. 57 STONE
INSTALLATIONS THAT EXCEED 20 FEET DEPTH SHALL
DIP
TYPE1 OR 2 FINAL BACKFILL
PER BRUNSWICK COUNTY—
SPECIFICATIONS
TYPE 1 INITIAL BACKFILL
PER BRUNSWICK COUNTY
SPECIFICATIONS
CLASS A OR B BEDDING PER
BRUNSWICK COUNTY
SPECIFICATION$
STABLE FOUND ONONN
NOTES:
1. REFER TO THE BRUNSWICK COUNTY TECHNICAL SPECIFICATIONS
BACKFILL AND TRENCHING REQUIREMENTS
1. PIPE SIZE AS INDICATED ON PLANS
GRAVITY SEWER
PIPE TRENCH / BEDDING DETAIL
DETAIL WS -22
ELECTRONIC
MARKER
BALL. TYP
0
TOP PLAN
NII
ELECTRONIC
MARKER BALL,
y TYP
18" MIN 24" NO
48" MAX
® 6" MIN
SECTION
NTS
SEWER (DIP)
STONE
PLACE STONE TO
SPRING LINE OF PIPE
NOTES
1. BOTH THE WATER MAIN AND THE SEWER MAIN
SHALL BE FERROUS MATERIALS WITH JOINTS
EQUIVALENT TO WATER MAIN STANDARDS FOR A
MINIMUM DISTANCE OF 10 FEET ON EACH SIDE
OF THE CROSSING.
2. ALTERNATIVELY, PIPES MAY BE SLEEVED WITH
FERROUS MATERIALS FOR A MINIMUM DISTANCE
OF 10 FEET ON EACH SIDE OF THE CROSSING
AS APPROVED BY BRUNSWICK COUNTY
ENGINEERING.
SEWER CROSSING ABOVE WATER LINE
NOTES
1. ELECTRONIC MARKER BALL MATERIALS SHALL BE AS
FOLLOWS:
o. WATER - 310 SCDTCHMARK ELECTRONIC MARKER, MODEL
N 1403-XR, 4 -INCH DIAMETER, BLUE
6. SEWER - 3M SCDTCHMARK ELECTRONIC MARKER, MODEL
III 1404-XR, 4 -INCH DIAMETER, GREEN
C. RECLAIMED WATER - 3M SCDTCHMARK ELECTRONIC
MARKER, MODEL M 1408-XR, 4 -INCH DIAMETER, PURPLE
2. PLACEMENT SHALL CONFORM TO DETAILS ABOVE. FOR
FURTHER GUIDANCE, REFER TO BRUNSWICK COUNTY
TECHNICAL SPECIFICATIONS SECTION TITLED 'ELECTRONIC
MARKER BALLS FOR WATER AND SEWER FORCE MAINS".
Rcvlsions
1.1 - DATFD 7/12/2013
YIodificd Note Ic
1 2 - DATED 1/16/2014
Add. WS - 212122,,d
umbered WS -2l
PLACE STONE TO
SPRING LINE OF PIPE
HATER LINE
• •••
SEWER LINE a
STONE
U
D
0 U
3
3EDDING C/)
z
NOTES:
1. SOIL REPLACED UNDER THE WATER MAIN SHALL F-�--/
BE COMPACTED. M
2. IF THE WATER MAIN CROSSES AT LESS THAN W
18' ABOVE THE SEWER MAIN BOTH THE WATER w
MAIN AND THE SEWER MAIN SHALL BE O
FERROUS MATERIALS WITH JOINTS EQUIVALENT
TO WATER MAIN STANDARDS FOR A MINIMUM
DISTANCE OF 10 FEET ON EACH SIDE OF THE
CROSSING, OR THEY MAY HAVE FERROUS L
SLEEVES PUT AROUND THEM AS APPROVED BY
BRUNSWICK COUNTY ENGINEERING.
SEWER CROSSING BELOW WATER LINE 0
SEWER OFFSETS ABOVE
AND BELOW WATER MAINS
DETAIL WS -21
SLOPE WALLS TO ANGLE
R POSE OF SOIL OR AS
1 ,►�,,,,,I,,,,,�APPROVED
BY THE ENGINEER
PATH MARKING: PLACE
1
MARKERS ADJACENT TO
ELECTRONIC
TEE OR OR
NOTES:
1. REFER TO THE BRUNSWICK COUNTY TECHNICAL SPECIFICATIONS
BACKFILL AND TRENCHING REQUIREMENTS
1. PIPE SIZE AS INDICATED ON PLANS
GRAVITY SEWER
PIPE TRENCH / BEDDING DETAIL
DETAIL WS -22
ELECTRONIC
MARKER
BALL. TYP
0
TOP PLAN
NII
ELECTRONIC
MARKER BALL,
y TYP
18" MIN 24" NO
48" MAX
® 6" MIN
SECTION
NTS
SEWER (DIP)
STONE
PLACE STONE TO
SPRING LINE OF PIPE
NOTES
1. BOTH THE WATER MAIN AND THE SEWER MAIN
SHALL BE FERROUS MATERIALS WITH JOINTS
EQUIVALENT TO WATER MAIN STANDARDS FOR A
MINIMUM DISTANCE OF 10 FEET ON EACH SIDE
OF THE CROSSING.
2. ALTERNATIVELY, PIPES MAY BE SLEEVED WITH
FERROUS MATERIALS FOR A MINIMUM DISTANCE
OF 10 FEET ON EACH SIDE OF THE CROSSING
AS APPROVED BY BRUNSWICK COUNTY
ENGINEERING.
SEWER CROSSING ABOVE WATER LINE
NOTES
1. ELECTRONIC MARKER BALL MATERIALS SHALL BE AS
FOLLOWS:
o. WATER - 310 SCDTCHMARK ELECTRONIC MARKER, MODEL
N 1403-XR, 4 -INCH DIAMETER, BLUE
6. SEWER - 3M SCDTCHMARK ELECTRONIC MARKER, MODEL
III 1404-XR, 4 -INCH DIAMETER, GREEN
C. RECLAIMED WATER - 3M SCDTCHMARK ELECTRONIC
MARKER, MODEL M 1408-XR, 4 -INCH DIAMETER, PURPLE
2. PLACEMENT SHALL CONFORM TO DETAILS ABOVE. FOR
FURTHER GUIDANCE, REFER TO BRUNSWICK COUNTY
TECHNICAL SPECIFICATIONS SECTION TITLED 'ELECTRONIC
MARKER BALLS FOR WATER AND SEWER FORCE MAINS".
Rcvlsions
1.1 - DATFD 7/12/2013
YIodificd Note Ic
1 2 - DATED 1/16/2014
Add. WS - 212122,,d
umbered WS -2l
PLACE STONE TO
SPRING LINE OF PIPE
HATER LINE
• •••
SEWER LINE a
STONE
U
D
0 U
3
3EDDING C/)
z
NOTES:
1. SOIL REPLACED UNDER THE WATER MAIN SHALL F-�--/
BE COMPACTED. M
2. IF THE WATER MAIN CROSSES AT LESS THAN W
18' ABOVE THE SEWER MAIN BOTH THE WATER w
MAIN AND THE SEWER MAIN SHALL BE O
FERROUS MATERIALS WITH JOINTS EQUIVALENT
TO WATER MAIN STANDARDS FOR A MINIMUM
DISTANCE OF 10 FEET ON EACH SIDE OF THE
CROSSING, OR THEY MAY HAVE FERROUS L
SLEEVES PUT AROUND THEM AS APPROVED BY
BRUNSWICK COUNTY ENGINEERING.
SEWER CROSSING BELOW WATER LINE 0
SEWER OFFSETS ABOVE
AND BELOW WATER MAINS
DETAIL WS -21
ROAD
CROSSING
WATER
CROSSING
1 CAPPED I>j CHANGE IN
PLUGGED PIPE -
END DIAMETER
1 CHANGE
ARC - PLACE PIPETYPECASING ENDS
MARKER
EVERY 25 FT
OF DEFLECTION
ELECTRONIC MARKER
BALL PLACEMENT DETAIL
DETAIL WS -23
TOP PLAN
NTS
•
ME
is
fi
ma. uz -o
Scilc: MS
m.,m sr roM
(LukW Br: t41P
u 1
TILSs ��'+ s
_ t SEA'
70F7
TEE,
PATH MARKING: PLACE
CROSS,
MARKERS ADJACENT TO
ELECTRONIC
TEE OR OR
ABOVE GROUND LANDMARKS
MARKER
LATERAL LATERAL
SUCH AS OLES,
BALL, TYP
•
MUST MAINTA NP L NE VHONE
SIGHT BEPOINTS.
ACCESS
POINT
UTILITY
CROSSING
GAS •
•
•
RAILROAD
CROSSING
ROAD
CROSSING
WATER
CROSSING
1 CAPPED I>j CHANGE IN
PLUGGED PIPE -
END DIAMETER
1 CHANGE
ARC - PLACE PIPETYPECASING ENDS
MARKER
EVERY 25 FT
OF DEFLECTION
ELECTRONIC MARKER
BALL PLACEMENT DETAIL
DETAIL WS -23
TOP PLAN
NTS
•
ME
is
fi
ma. uz -o
Scilc: MS
m.,m sr roM
(LukW Br: t41P
u 1
TILSs ��'+ s
_ t SEA'
70F7