20120750 Ver 1_401 Application_20120812

41 Dewberry®
20120750
August 06, 2012
Ian McMillan
401 Oversight/Express Permitting Unit Supervisor
NC Division of Water Quality
401/Wetlands Unit
1650 Mail Service Center
Raleigh, North Carolina 27699 -1650
Reference: Sampson County
Well Head Design
Dewberry Project No. 50014161
Dear Mr. McMillan:
URYESY
0 UP' Y
Dewberry & Davis, Inc.
2301 Rexwoods Drive, Suite 200
Raleigh, NC 27607 -3366
919.881.9939
919.881.9923 fax
www.dewberry.com
Enclosed are five copies of a Pre - Construction Notification (PCN) Permit Application Package for the
Sampson County Well Head Design project. For your review we have enclosed the following:
• Five copies of the PCN Application Form
• Five copies of the plan sheets showing stream impacts
• Five copies USGS Map
This notification is solely for the record because written approval is not required. Notification is
being submitted because the project includes water main crossing two streams with a total impact
length of 20 linear feet.
Please call with any questions regarding this project.
Sincerely,
Dewberry & Davis, Inc.
Mary T. Brice, PE, LEED AP BD +C
Project Manager
Enclosures

o�aFwarf9,
o -c
20120750
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 11
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 ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number:
1c.
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):
C0 U OR"T,
❑ 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit COPY
El 401 Water Quality Certification — Express El Riparian Buffer Authorization e�
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:
Sampson County Well Head Design
2b.
County:
Sampson County
2c.
Nearest municipality / town:
Clinton, NC
2d. Subdivision name:
2e.
NCDOT only, T.I.P. or state
project no:
c
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Sampson County
7
3b.
Deed Book and Page No.
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
406 County Complex Rd. Building C.
3e.
City, state, zip:
Clinton, NC 28328
3f.
Telephone no.:
910 - 592 -6308
3g.
Fax no.:
910 - 592 -1945
3h.
Email address:
leec @sampsonnc.com
Page 1 of 11
PCN Form —Version 1.3 December 10, 2008 Version

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑ Agent ❑ Other, specify:
4b.
Name:
4c.
Business name
(if applicable):
4d. Street address:
4e.
City, state, zip:
4f.
Telephone no.:
4g.
Fax no.:
4h.
Email address:
6.
Agent/Consultant Information (if applicable)
5a.
Name:
Mary Brice
5b.
Business name
(if applicable):
Dewberry & Davis, Inc.
5c.
Street address:
2301 Rexwoods Drive Suite 200
5d. City, state, zip:
Raleigh, NC 27607 -3366
5e.
Telephone no.:
919 - 424 -3704
5f.
Fax no.:
919 - 881 -9923
5g.
Email address:
mbrice @dewberry.com
Page 2 of 11
PCN Form — Version 1.3 December 10, 2008 Version

l
B. Project Information and Prior Project History
1. Property Identification
1 a. Property identification no. (tax PIN or parcel ID):
N/A - work will occur within existing NCDOT right -of -way
along Old Warsaw Rd.(SR 1919) & NC 403
Latitude: S1 Sta 91 +00 Lat: 35.008433 Long:- 78.276111
1 b. Site coordinates (in decimal degrees):
S2 Sta 107 +50 Lat:35.008480 Long: - 78.270638
Longitude: -
(DD.DDDDDD) (- DD.DDDDDD)
1 c. Property size:
Approximately 11,000 linear feet within existing NCDOT
right -of -way. acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Unnamed Tributary of Beaverdam Swamp
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:
Rural farmland and undeveloped areas inside existing NCDOT right -of -way along Old Warsaw Rd. and NC 403.
3b. List the total estimated acreage of all existing wetlands on the property:
0
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Based on two stream crossings and utilizing existing NCDOT right -of -way of 30 feet from centerline of the road -12 foot
lane width, there are less than 36 linear feet of jurisdictional waters within existing NCDOT right -of -way and a portion of
this length is piped.
3d. Explain the purpose of the proposed project:
Water distribution mains related to a new water supply for Sampson County.
3e. Describe the overall project in detail, including the type of equipment to be used:
Project will consist of approximately 11,000 linear feet of 12 -inch water main running along the south side of Old Warsaw
Rd. within existing NCDOT right -of -way. It is anticipated that earth moving equipment such as hydraulic excavators
and /or bulldozers 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):
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
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 11
PCN Form — Version 1.3 December 10, 2008 Version

J a
6. Future Project Plans
6a. Is this a phased project? ® Yes ❑ No
6b. If yes, explain.
The project for a groundwater supply in the County will be constructed in phases with this first phase to include the
completion of three wells and pipeline for connecting to existing infrastructure. A second phase would include the
construction of additional wells, required treatment facilities, and required infrastructure to interconnect the Sampson
Water Districts.
Page 4 of 11
PCN Form — Version 1.3 December 10, 2008 Version

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
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
❑ Yes
❑ Corps
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ PMT
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P FIT
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
2h. Comments:
3. Stream Impacts
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
Sta 91 +00
geaverdam Unnamed Trib to
®PER
®Corps
3
10
water main x -ing
Swamp
El INT
® DWQ
S2 ❑ P ®T
Sta 107 +50
Unnamed Trib to
Beaverdam
® PER
® Corps
10
10
water main x -ing
Swamp
❑INT
®DWQ
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
20
3i. Comments:
Page 5 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts
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. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number - (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Temporary T
01 ❑ PEI T
02 ❑P ❑T
03 ❑P ❑T
04 ❑P ❑T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed,
5a. I 5b.
Pond ID
number
then complete the chart below.
5c.
Wetland Impacts (acres)
Proposed use or purpose
of pond
5d. 5e.
Stream Impacts (feet) Upland
Flooded I Filled I Excavated I Flooded I Filled I Excavated I 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:
6. Buffer Impacts (for DWQ)
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.
Project is in which protected basin?
6b. 6c. 6d.
Buffer impact
number - Reason
Permanent (P) or for
Temporary (T) impact
61 ❑P ❑T
B2 ❑P ❑T
B3 ❑P ❑T
6i. Comments:
❑ Neuse ❑ Tar - Pamlico ❑ Other:
❑ Catawba ❑ Randleman
6e. I 6f. I 6g.
Buffer
Stream name mitigation
required?
❑ Yes
❑ No
❑ Yes
❑ No
❑ Yes
❑ No
6h. Total buffer impacts
Zone 1 impact Zone 2 impact
(square feet) (square feet)
Page 6 of 11
PCN Form -Version 1.3 December 10, 2008 Version

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Stream crossings have been designed at 80 -90 degree angles to minimize the length of stream disturbance. The horizontal
location and vertical depth of the new water main has been designed to disturb the minimum area possible. The area will be
returned to existing grade once the new water main is installed.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Contractor will minimize impacts to area by confining the work area limits to the specified limits of disturbance, using erosion
and sedimenation control devices, performing stream crossings "in the dry" using a pump- around if necessary.
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
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
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
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non - riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 7 of 11
PCN Form — Version 1.3 December 10, 2008 Version

J
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
buffer mitigation?
❑ Yes ❑ No
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.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(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).
6h. Comments:
Page 8 of 11
PCN Form — Version 1.3 December 10, 2008 Version

1 �
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
❑ 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 [_1 No
Comments:
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
No change in impervious area %
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why: The work is the installation of a new
underground water main. There are not proposed increases in impervious area.
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
3a.
In which local government's jurisdiction is this project?
❑ Phase II
3b.
Which of the following locally - implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
® Other: Not required
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4.
DWQ Stormwater Program Review
❑ Coastal counties
4a.
Which of the following state - implemented stormwater management programs apply
❑ HQW
❑ ORW
(check all that apply):
❑ Session Law 2006 -246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
5.
DWQ 401 Unit Stormwater Review
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 9 of 11
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. 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
letter.)
® Yes ❑ No
Comments: FONSI is attached
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 213 .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.
No. The new water supply will be used to replace water supply currently purchased from other providers.
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.
No wastewater will be generated by this project.
Page 10 of 11
PCN Form — Version 1.3 December 10, 2008 Version

6. 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?
[1 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?
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?
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?
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain?
FE] es ® No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make determination? FEMA FIRM MAP # 3720240400J
:4
r�
tiQ
BOARD
Edwin W. Causey _ c/)
OF
CO
MISSIONE -
ry
Applicant/Agent's Printed Nam' ,;
� Applicant/Agent's Signature
Date
(Ag ent's a is valid only if an authorization 1 er rom the applicant
�
is provided.)
lOUllii
Page 11 of 11
PCN Form —Version 1.3 December 10, 2008 Version

SAMPSON COUNTY WELL HEAD COMPLETION
N
0 1,000 2,000 4,000 6,000 8,000
1 inch = 2,000 feet Feet

a � a
USDA
Kura—
Development
United States Department of Agriculture
Rural Development
Kinston Area Office
August 6, 2012
Mr. Matthew West, E. I.
Dewberry
2301 Rexwoods Drive, Suite 200
Raleigh, NC 27607 -3366
Re: Sampson County — Proposed Groundwater Supply Environmental Assessment &
Supplement No. 1
FONSI & Final Farmland Notice Publication
We have received the approval of the Environmental Assessment and
Supplement No. 1 dated 1/16/08 and the Notice of Finding of No Significant
lmpact(FONSI) and Final Farmland Notice from the State Director.
We are now ready to publish the FONSI which is enclosed. This notice should
be published immediately as follows:
A. You will need to attach a copy of the project map to the enclosed FONSI
prior to publication.
B. The notice should be published in newspaper(s) of local circulation in the
area affected by the proposed project.
C. The newspaper notice should be of reasonable size and prominence and
not be placed in the classified or legal section or an obscure portion of the
newspaper.
D. The publication frequency shall be 3 consecutive days for daily
newspapers and 2 consecutive weeks in weekly newspapers.
E. Proof of the publication shall be provided to Rural Development either as
an original copy of the advertisement or the publisher's affidavit. This proof
should be provided to our office immediately after the final date of
publication.
2044 -C Hwy 11/55 South PO Box 6189 Kinston, North Carolina 28501 -0189
Phone. [phone] Ext 5 • Fax: [phone] • TDD. (919) 873 -2003 • Web: http: / /www.rurdev.usda.gov /nc
Committed to the future of rural communities
"USDA is an equal opportunity provider, employer and lender "
To file a complaint of discrimination write USDA, Director, Office of Civil Rights, 1400 Independence Avenue, S W,
Washington, DC 20250 -9410 or call (800) 795 -3272 (voice), or (202) 720 -6382 (TDD)

4 - •
The applicant is required to provide a copy of the FONSI and Supplement No. 1
(dated 1/16/08) to the NC State Clearinghouse and other agencies for individuals
outside the clearinghouse process who have a substantial interest in the
proposed project. Therefore, the following will need to be completed:
A. The NC State Clearinghouse should be sent 16 complete copies of the
Supplement No. 1 dated January 16, 2008 and 16 copies of the FONSI
with an attached project map for their distribution to state regulatory
agencies participating in the Clearinghouse process.
Please instruct these agencies to make a note on the cover of the EA
(dated September 13, 2007) that "the EA has been supplemented by
the attached Supplement Number 1 dated January 16, 2008" (then
-- bind the supplement to the original EA.) The mailing address for the
Clearinghouse is as follows:
Mrs. Chrys Baggett
North Carolina Department of Administration
State Clearinghouse
1301 Mail Service Center
Raleigh, NC 27699 -1302
B. The same material described above should be sent to Federal Agencies
(such as USACE and LISFWS) with jurisdiction over environmental
resources described in the report. Please also instruct these agencies
to make a note on the cover of the EA (dated September 13, 2007)
that "the EA has been supplemented by the attached Supplement
Number 1 dated January 16, 2008" (then bind the supplement to the
original EA.)
Mr. Dale Suiter
U. S. Department of the Interior
Fish and Wildlife Service
Raleigh Field Office
P. O. Box 33726
Raleigh, NC 27636 -3726
Ms. Lillette Moore
Wilmington Regulatory Field Office
U.S. Army Corps of Engineers
P. O. Box 1890
Wilmington, NC 28402 -1890
C. The above items should be mailed and received by the reviewing
agencies simultaneously with the date of first publication.
D. A copy of your letter(s) transmitting Items A and B above should be
provided to our office so that we may include it in our Environmental
Assessment file.

Please advise if you have questions regarding the above.
Sincerely,
EDWIN W. CAUSEY
Area Director
EWC:ckm
H: \word \W W\Environmental Assessment \Notice of Findings of No Significant Impact (FONSI) - Transmittal Ltr - Sampson
County - WOW=
Enclosure
Cc: Mr. Scott Sauer, County Manager
Sampson County
435 Rowan Roads
Clinton, NC 28328

0 ., «
NOTICE OF FINDING OF NO SIGNIFICANT IMPACT and
Final Notice of Potential Conversion of Important
Farmland
The USDA, Rural Utilities Service has received an application
for financial assistance from the SAMPSON COUNTY.
The proposed project consists of the identification of seven potential
sites for the development of groundwater wells within the county.
All well sites are located north of the NC 24 corridor and are
characterized by generally flat slopes and are currently either
agricultural land, forested lands, contain small vegetative growth or
are adjacent to existing schools. The project for a groundwater
supply in the County will likely be constructed in phases with the
first phase to include the construction of three or four production
wells and pipeline for connecting to existing infrastructure. The
second phase would include the construction of additional wells,
required treatment facilities, and required infrastructure to
interconnect the Sampson Water Districts.
Rural Development has assessed the environmental impacts of
this proposed project and determined that if implemented, the
proposed project may cause some minor direct conversion of
important farmland on sites where it is necessary to construct the
wells. The amount of farmland conversion at each site is a relatively
small area in relation to the total amount of important farmlands in
the area, and is not significant in terms of the total land available for
farm use. It has been determined that there is no practicable
alternative to avoiding this conversion.
As required by the National Environmental Policy Act, the Rural
Utilities Service has assessed the potential environmental
effects of the proposed project and has determined that the
proposal will not have a significant effect on the human
environment and for which an Environment Impact Statement
will not be prepared. The basis of this determination is a
thorough review and analysis of the environmental information
reported in the environmental assessment prepared on
September 13, 2007 and Environmental Assessment
Supplement No. 1 dated 1/16/08 and public and regulatory

if A � w
agencies' comments regarding the proposed project. In order
to avoid or minimize any adverse environmental impacts the
Rural Utilities Service will require the applicant to incorporate
the following mitigation measures into the proposed project's
design:
1. Potential impacts to other important resources will be
mitigated through incorporating "best management"
construction practices into the project plans and
specifications such as following an approved sedimentation
and erosion control plan.
2. All required State and Federal permits will be obtained prior to
construction.
Copies of the Environmental Assessment and Supplement No. 1 can
be reviewed at the Sampson County Manager's office located at 435
Rowan Road, Clinton, NC (910- 592 -6308) or at Dewberry & Davis,
Inc. located at 2301 Rexwoods Drive, Suite 200, Raleigh, NC 27607
(Telephone: 919 - 881 -9939) or at the USDA, Rural Development
office located at 2044 -C Hwy. 11/55 South, Kinston, NC 28501
(Telephone: 252 - 526 -9799 Ext. 5). For further information please
contact Mr. Edwin W. Causey at (252) 526 -9799 Ext. 5.
USDA is an equal opportunity provider, employer and lender." To
file a complaint of discrimination write USDA, Director, Office of Civil
Rights, 1400 Independence Avenue, S.W., Washington, DC 20250-
9410 or call (800- 795 -3272 (voice), or (202) 720 -6382 (TDD)
A general location map of the proposal is shown below.

E,l Dewberr
4
Dewberry & Davis, Inc.
2301 REXWOODS DRIVE
SUITE 200
RALEIGH, NC 27607
PHONE: [phone]
FAX: [phone]
NCBELS #F -0679
7 S-,
SEAL
GRAPHIC SCALE
( IN FEET )
1 inch = 50 ft
SCALE
Description
REVISIONS
JRG
DRAWN BY
MBW
APPROVED BY
JILL
CHECKED BY
DATE
JULY 2012
TITLE
SILD WARSAW RD,
♦ 86+00
TO ♦ 0
PROJECT NO. 5001 4161

SEEDING SCHEDULE IN UPLAND AREAS
1. LIME, SEED AND FERTILIZER SHALL BE APPLIED WITH NECESSARY EQUIPMENT TO GIVE
UNIFORM DISTRIBUTION OF THESE MATERIALS. THE KINDS C= MATERIALS TO BE
APPLIED PER ACRE:
DATE TYPE
?LANTING RATE
SEPT. 1 - APR. 1 KENTUCKY 31 FESCUE
5 LBS. /ACRE
PENSACOLA BAHIAGRASS0 LBS. /ACRE
CENTIPEDE
5 LBS. /ACRE
10- 20- 20- FERTILIZER
500 LBS. /ACRE
LIMESTONE
AND AFTER EVERY RAINFALL.
JLL
4000 LBS. /ACRE
APR. 1 - SEPT. 1
PENSACOLA BAHIAGRASS :'5 LBS. /ACRE
KENTUCKY 31 FESCUE
50 LBS. /ACRE
CENTIPEDE
10- 20 -20- FERTILIZER
5 LBS. /ACRE
LIMESTONE
500 LBS. /ACRE
2. REPLACE GRAVEL PAD WHEN AGGREGATE IS CLOGGED WITH
4000 LBS. /ACRE
2. SEEDED AREA SHALL BE CULTIPACKED TO FIRM
SEEDBED A.'ID COVER SEED.
3. GRAIN STRAW SHALL BE APPLIED OVER SEEDED
AREAS AS ,A MULCH WITHIN 24
HOURS OF THE INITIAL SEEDING OPERATION. NO
BARE GROUND SHALL BE VISIBLE
WHEN RIDING BY A MULCHED AREA IF PROPER
APPLICATION!: IS ACHIEVED. THICK
CLUMPS OF STRAW ARE NOT PERMISSIBLE AS A
UNIFORM COVERAGE IS EXPECTED.
4. MULCHED AREA SHALL BE TACKED WITH LIQUID
ASPHALT SUFFICIENT TO HOLD STRAW
IN PLACE. HYDRAULIC TACKING MATERIAL SHALL
BE USED IP l HIGH QUALITY WATER
EXISTING
ROADWAY
NOTES:
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE
CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD IS
NOT REMOVED BY THE VEHICLE TRAVELING OVER THE STONE,
THEN THE TIRES OF THE VEHICLES MUST BE WASHED BEFORE
ENTERING THE PUBLIC ROAD.
3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS ON TO THE
PUBLIC ROAD, THE GOVERNING AUTHORITY WILL CLEAN THE AREA
AND INVOICE THE FINANCIALLY RESPONSIBLE PERSON AS
INDICATED ON THE FINANCIAL RESPONSIBILITY FORM.
35' MIN. 15' MIN.
EXISTING ROADWAY
6" MIN.
v- FABRIC UNDER STONE
12" MIN,
MIN. 10 GA.
LINE WIRES
SILT FENCE FABRIC
INSTALLED TO SECOND
WIRE FROM TOP
VARIABLE AS DIRECTED BY THE OWNER'S REPRESENTATVE
Q' nnou
NOTE:
-USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES
NOT EXCEED 1/4 ACRE AND NEVER IN AREAS OF
CONCENTRATED FLOW
END OF SILT FENCE NEEDS TO BE TURNED UPHILL.
FRONT VIEW
STEEL POST
WOVEN WIRE FABRIC
SILT FENCE GEOTEXTILE FABRIC
0
I Z FILL SLOPE
N GRADE
M .•t
C
6 MIN. COVER
cv OVER SKIRT
ANCHOR SKIRT AS DIRECTED BY OWNER'S
REPRESENTATIVE
SIDE VIEW
* FOR REPAIR OF SILT
FENCE FAILURES, USE No. 57
WASHED STONE. FOR ANCHOR
WHEN SILT FENCE IS
PROTECTING CATCH BASIN.
1. 12-1/2 GA.
-ERMEDIATE WIRES
.AD
MAINTENANCE REQUIREMENTS:
1. CONTRACTOR SHALL INSPECT SILT FENCES AT LEST ONCE A WEEK AND AFTER
EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMIMEDIATELY.
2. CONTRACTOR SHALL REPLACE SILT FENCE IMMEDIATELY IF IT COLLAPSES, TEARS,
DECOMPOSES, OR BECOMES INEFFECTIVE.
3. CONTRACTOR SHALL REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN: EVENT AND TO REDUCE
PRESSURE ON THE FENCE.
4. CONTRACTOR SHALL REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT
DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE
CONTRIBUTING AREA HAS BEEN PROPERLY STABILIZED.
TYPICAL SILT FENCE DETAIL
N.T.S.
I, 0 MA
FTAWA.•
A
L
IF
11. AFTER THE DISTURBED AREAS ARE STABILIZED, AS APPROVED BY THE ENGINEER, THE CONTRACTOR SHALL REMOVE THE TEMPORARY DEVICES AND PRO= ''ERLY DISPOSE OF THE TRAPPED SEDIMENT. THE CONTRACTOR ��TT
SHALL STABILIZE THE AREAS DISTURBED DURING THE REM,JVAL OPERATION BY APPLYING SEED AND MULCH ACCORDING TO THE SEEDING SCHEDULE AND THE DITCH PROTECTION SHOWN ON THE DRAWINGS. -i
TYPICAL WATTLE SPACING
DISCHARGE H(1"SE
1'
NOTE: CONSTRUCT DEPRESSION WITH
TO CHECK DAM 1 1 BASE 1' (MIN) WIDER THAN SILT BAG.
SILT BAG TOP VIEW
TO CHECK DAM
LEVEL GROUND
TO CHECK DAM
DISCHARGE HOSE
,LEVEL GROUND
6" (min)
SILT BAG PROFILE VIEW
NOTE: FILL AND SEED THE SILT BAG DEPRESSION
WHEN PUMP AROUND OPERATION IS COMPLETED.
O
O
O
0
0v�
O O
D--
PLAN VIEW
O
O
O
O
CLASS I RIPR
APPROVDED DEWATERING DEVICE
(SILT BAG) OR DISCHARGE TO
TEMPORARY SEDIMENT TRAP
DISCHARGE HOSES
STREAM DIVERSION PUMPS (ALT. - USE
THF?OUGH DIKE GRAVITY PIPING IN LIEU OF
PUIV'.IP.)
NT,AKE HOSE
A
FLOW FL0\0,1
INTAKE HOSE �r
SEDIMENT DIKE CLEAN WATER E
SU IAP -HOLE OR POOL
• • • • • (12"' to 18" DEEP 2' DIA.)
WORK AREA
LENGTH NOT TO EXCEED
PUMPS SHOULD DISCHARGE THAT WHICH CAN BE NOTE: ESTIMATED MINIMUM PUMP SIZE NEEDED FOR
ONTO A STABLE VELOCITY COMPLETED IN ONE DAY BASE FLOW IS 6" PUMP. CONTRACTOR IS
DISSIPATOR MADE OF RIP RAP RESPONSIBLE FOR SIZING PUMP AND MAINTAINING
OR SANDBAGS
WORK "IN THE :DRY ".
12' (MIN
VELOCITY DISSIPATOR
SIDE VIEW
PLAN VIEW
IMPERVIOUS SHEETING_
WORK AREA BASE FLOW + 1 FOOT
O' 1.5' nrr,�r ��^ %`� /A/ ,�(� /• (2 FOOT MIN.)
2
SECTION A -A
O 0
1.5' CROSS SECTION OF SANDBAG DIKE
0 /�
NOTE: CONTRACTOR MAY UTILIZE A PORTABLE DAM
IN LIEU OF SC <JND BAGS IF DESIRED.
TEMPORARY PUMP AROUND
N.T.S.
N.T.S.
n� i in ni nnr n-revr
CHANNEL BOTTOM WIDTH
PLAN VIEW
SEE INSETS
A AND B
NOTES:
1. USE MINIMUM 12 INCH. DIAMETER
EXCELSIOR WATTLE.
2. USE 2 FT. WOODEN STAKES WITH A 2 IN.
NOMINAL CROSS SECTION.
3. ONLY INSTALL WATTLE TO A HEIGHT IN
DITCH SO FLOW WILL NOT WASH AROUND
THE WATTLE AND SCOUR DITCH SLOPES AND
AS DIRECTED.
4. INSTALL A MINIMUM OF 2 UP SLOPE STAKES
AND 4 DOWN SLOPE STAKES AT AN ANGLE
TO WEDGE WATTLE TO BOTTOM OF DITCH.
5. PROVIDE STAPLES OF 0.125 IN. DIAMETER
STEEL WIRE FORMED INTO A U SHAPE NOT
LESS THAN 12 IN. IN LENGTH.
6. INSTALL STAPLES APPROXIMATELY EVERY 1
LINEAR FOOT ON BOTH SIDES OF WATTLE
AND AT EACH END TO SECURE IT TO THE
SOIL.
INSET A
4
Dewberry & Davis, Inc.
2301 REXWOODS DRIVE
SUITE 200
RALEIGH, NC 27607
PHONE: [phone]
FAX: [phone]
NCBELS #F -0679
SEAL
SCALE
No. DATE BY Description
REVISIONS
ZONES AND CRITICAL HABITAT AREAS.
CROSS SECTION MAINTENANCE:
5.
DITCH TREATMENT SHALL BE USED IN AREAS WHERE STEEP GRADES COULD CAUSE
1. INSPECT TEMPORARY ENTRANCE /EXIT PAD ONCE PER WEEK
APPROVED BY
DITCH EROSION. USE OF EXCELSIOR MATTING OR FIBERGLASS /SYNTHETIC ROVING IS
'G
Y CONSTRUCTION ENTRANCE
AND AFTER EVERY RAINFALL.
JLL
ACCEPTABLE. DITCH TREATMENT SHOULD BE INSTALLED BEFORE MULCHING
JULY 2012
OPERATION.
(TEMPORARY)
/�
p
2. REPLACE GRAVEL PAD WHEN AGGREGATE IS CLOGGED WITH
SEDIMENT AND /OR WHEN SEDIMENT IS BEING TRACKED ON
CONSTRUCTION SEQUENCE
N.T.S.
ROADWAY.
3. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED,
WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
1.
THE CONTRACTOR SHALL NOTIFY NCDENR LAND QUALITY S' CTION PRIOR TO BEGINNING CONSTRUCTION AT (910)
433 -3300.
2.
INSTALL SILT FENCING AND CHECK DAMS AND OTHER MEASURES AS SHOWN ON THE APPROVED PLAN PRIOR TO
ANY LAND DISTURBING ACTIVITIES. CLE =aR ONLY AS NECESSARY TO INSTALL
THESE DEVICES.
3.
PURSUANT TO G.S.113A- 57(2), THE ANGLE FOR GRADED ~LOPES AND FILLS SHALL BE NO GREATER THAN THE
ANGLE THAT CAN BE RETAINED BY VE&EETATIVE COVER OR OTHER ADEQUATE
EROSION - CONTROL DEVICES
OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS OF COMPLETION OF
ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT
GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
PURSUANT TO G.S.113A- 57(3), PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION
MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 15 WORKING
DAYS OR 90 CALENDAR DAYS
(WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CO NSTRUCTION OR DEVELOPMENT.
4.
PRIOR TO CROSSING ANY DITCHES OR STREAMS, CONTRACTOR SHALL INSTALL ALL REQUIRED EROSION CONTROL
MEASURES. AFTER VEGETATION HAS B -EEN ESTABLISHED IN THESE AREAS,
ALL TEMPORARY MEASURES
SHALL BE REMOVED.
5.
CONTRACTOR SHALL NOT DISTURB MORE AREA THAN WILL BE COMPLETED IN A DAYS WORK.
6.
ALL EXCAVATED AREAS SHALL BE BACKFILLED DAILY.
7.
CONTRACTOR SHALL SWEEP ROADWAYS WHERE WORK IS BEING PERFORMED DAILY.
8.
THE CONTRACTOR SHALL PROVIDE CHECK DAMS AT THE E,UD OF CONSTRUCTION DAILY.
I II
9.
THE CONTRACTOR SHALL MAINTAIN THE DEVICES ACCORDING TO THE JUNE 1, 2006 VERSION OF THE NORTH CAROLINA
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
10. ALL TRENCHES THAT NEED DEWATERING SHALL BE PUMPED THROUGH A SILT BAG.
FRONT VIEW
STEEL POST
WOVEN WIRE FABRIC
SILT FENCE GEOTEXTILE FABRIC
0
I Z FILL SLOPE
N GRADE
M .•t
C
6 MIN. COVER
cv OVER SKIRT
ANCHOR SKIRT AS DIRECTED BY OWNER'S
REPRESENTATIVE
SIDE VIEW
* FOR REPAIR OF SILT
FENCE FAILURES, USE No. 57
WASHED STONE. FOR ANCHOR
WHEN SILT FENCE IS
PROTECTING CATCH BASIN.
1. 12-1/2 GA.
-ERMEDIATE WIRES
.AD
MAINTENANCE REQUIREMENTS:
1. CONTRACTOR SHALL INSPECT SILT FENCES AT LEST ONCE A WEEK AND AFTER
EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMIMEDIATELY.
2. CONTRACTOR SHALL REPLACE SILT FENCE IMMEDIATELY IF IT COLLAPSES, TEARS,
DECOMPOSES, OR BECOMES INEFFECTIVE.
3. CONTRACTOR SHALL REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN: EVENT AND TO REDUCE
PRESSURE ON THE FENCE.
4. CONTRACTOR SHALL REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT
DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE
CONTRIBUTING AREA HAS BEEN PROPERLY STABILIZED.
TYPICAL SILT FENCE DETAIL
N.T.S.
I, 0 MA
FTAWA.•
A
L
IF
11. AFTER THE DISTURBED AREAS ARE STABILIZED, AS APPROVED BY THE ENGINEER, THE CONTRACTOR SHALL REMOVE THE TEMPORARY DEVICES AND PRO= ''ERLY DISPOSE OF THE TRAPPED SEDIMENT. THE CONTRACTOR ��TT
SHALL STABILIZE THE AREAS DISTURBED DURING THE REM,JVAL OPERATION BY APPLYING SEED AND MULCH ACCORDING TO THE SEEDING SCHEDULE AND THE DITCH PROTECTION SHOWN ON THE DRAWINGS. -i
TYPICAL WATTLE SPACING
DISCHARGE H(1"SE
1'
NOTE: CONSTRUCT DEPRESSION WITH
TO CHECK DAM 1 1 BASE 1' (MIN) WIDER THAN SILT BAG.
SILT BAG TOP VIEW
TO CHECK DAM
LEVEL GROUND
TO CHECK DAM
DISCHARGE HOSE
,LEVEL GROUND
6" (min)
SILT BAG PROFILE VIEW
NOTE: FILL AND SEED THE SILT BAG DEPRESSION
WHEN PUMP AROUND OPERATION IS COMPLETED.
O
O
O
0
0v�
O O
D--
PLAN VIEW
O
O
O
O
CLASS I RIPR
APPROVDED DEWATERING DEVICE
(SILT BAG) OR DISCHARGE TO
TEMPORARY SEDIMENT TRAP
DISCHARGE HOSES
STREAM DIVERSION PUMPS (ALT. - USE
THF?OUGH DIKE GRAVITY PIPING IN LIEU OF
PUIV'.IP.)
NT,AKE HOSE
A
FLOW FL0\0,1
INTAKE HOSE �r
SEDIMENT DIKE CLEAN WATER E
SU IAP -HOLE OR POOL
• • • • • (12"' to 18" DEEP 2' DIA.)
WORK AREA
LENGTH NOT TO EXCEED
PUMPS SHOULD DISCHARGE THAT WHICH CAN BE NOTE: ESTIMATED MINIMUM PUMP SIZE NEEDED FOR
ONTO A STABLE VELOCITY COMPLETED IN ONE DAY BASE FLOW IS 6" PUMP. CONTRACTOR IS
DISSIPATOR MADE OF RIP RAP RESPONSIBLE FOR SIZING PUMP AND MAINTAINING
OR SANDBAGS
WORK "IN THE :DRY ".
12' (MIN
VELOCITY DISSIPATOR
SIDE VIEW
PLAN VIEW
IMPERVIOUS SHEETING_
WORK AREA BASE FLOW + 1 FOOT
O' 1.5' nrr,�r ��^ %`� /A/ ,�(� /• (2 FOOT MIN.)
2
SECTION A -A
O 0
1.5' CROSS SECTION OF SANDBAG DIKE
0 /�
NOTE: CONTRACTOR MAY UTILIZE A PORTABLE DAM
IN LIEU OF SC <JND BAGS IF DESIRED.
TEMPORARY PUMP AROUND
N.T.S.
N.T.S.
n� i in ni nnr n-revr
CHANNEL BOTTOM WIDTH
PLAN VIEW
SEE INSETS
A AND B
NOTES:
1. USE MINIMUM 12 INCH. DIAMETER
EXCELSIOR WATTLE.
2. USE 2 FT. WOODEN STAKES WITH A 2 IN.
NOMINAL CROSS SECTION.
3. ONLY INSTALL WATTLE TO A HEIGHT IN
DITCH SO FLOW WILL NOT WASH AROUND
THE WATTLE AND SCOUR DITCH SLOPES AND
AS DIRECTED.
4. INSTALL A MINIMUM OF 2 UP SLOPE STAKES
AND 4 DOWN SLOPE STAKES AT AN ANGLE
TO WEDGE WATTLE TO BOTTOM OF DITCH.
5. PROVIDE STAPLES OF 0.125 IN. DIAMETER
STEEL WIRE FORMED INTO A U SHAPE NOT
LESS THAN 12 IN. IN LENGTH.
6. INSTALL STAPLES APPROXIMATELY EVERY 1
LINEAR FOOT ON BOTH SIDES OF WATTLE
AND AT EACH END TO SECURE IT TO THE
SOIL.
INSET A
4
Dewberry & Davis, Inc.
2301 REXWOODS DRIVE
SUITE 200
RALEIGH, NC 27607
PHONE: [phone]
FAX: [phone]
NCBELS #F -0679
SEAL
SCALE
No. DATE BY Description
REVISIONS
TITLE
PROJECT NO. 50014161
SHEET NO.
14 of X
JRG
DRAWN BY
MBW
APPROVED BY
JLL
CHECKED BY
JULY 2012
DATE
TITLE
PROJECT NO. 50014161
SHEET NO.
14 of X

CONCRETE BLOCKING
RIPRAP SHALL BE PLACED
PER DITCH SCHEDULE
EX. WATER MAIN
TAPPING SLEEVE
TAPPING VALVE-­'
WITH VALVE BOX NEW WATER M, %IN
TAPPING SLEEVE & VALVE ASSEMBLY
N.T.S.
NOTE: TAPPING SLEEVE SHALL BE DUCTILE IRON MECHANICAL
JOINT OR TYPE 316 STAINLESS STEEL SLEEVE TYPE.
STUB OUT ASSEMBLY PAY ITEM
EX. GROUND
VALVE BOX COVER
mi me,
CONC. THRUST M.J. PLUG VALVE BOX — GATE VALVE
BLOCK CONC. THRUST
COMPACTED BACKFILL BLOCK
(TAMPED IN 6" LIFTS)
10' -0" f' DIMJ PIPE
MEGA -LUG 1'_0 FITTING
CONCRETE MIN 3/4" THREADED RODS
THRUST
BLOCK DIMJ PIPE W/ BITUMASTIC COATING
3/4" STAINLESS STEEL CONC. FOOTING NOTES:
THREADED RODS. ROD 1. STUB OUT ASSEMBLY INCLUDES
TO CONCRETE THRUST ALL ITEMS EXCEPT MAIN LINE
BLOCK (TYP.). FITTING.
20' -0" MIN 2. ADDITIONAL PIPE AND FITTINGS
MAY BE NEEDED TO COMPLETE
STUB OUT ASSEMBLY PAY ITEM STUB OUT ASSEMBLY THAN
SHOWN IN DETAIL.
TYPICAL STUB OUT ASSEMBLY
N.T.S.
N.T.S.
12' -0"
I CL ACCESS DRIVE
6" COMPACTED ABC STONE
SEEDED SLOPES, SHLDR ROADBED ROADBED »
TYP FABRIC TILE I 1/4" PER FOOT
� N FABRIC (2 %) SIDE SLOPE
t i
3
SEEDED SLOPES, VARIES 2 -0"
TYP. SHLDR
CL DITCH
3 i N�
T
TYPICAL ACCESS DRIVE SECTION FOR FILL AREA
N.T.S.
COMPACTED SOIL
12' -0"
I ACCESS DRIVE
-0" _I
6" COMPACTED ABC STONE
_0» 1-41-O)l
aDBED GEOTEXTILE ROADBED
1/4" PER FOOT
FABRIC (2 %) SIDE SLOPE
I
TYPICAL ACCESS DRIVE SECTION FOR CUT AREA
N.T.S.
TYPICAL A I SECTION
N.T.S.
a_
Li
z
0
V)
m
Q
C-01
CL
2' -0" m
SHLDR Q
CID
NOTE:
MARKER BALLS SHALL BE INSTALLED
CONCURRENTLY WITH PIPE. MARKER
BALLS SHALL NOT BE INSTALLED AFTER
TRENCH HAS BEEN COMPLETELY
BACKFILLED. PIPE SHALL BE BEDDED UP
TO SPRING LINE AND MINIMUM 4" BELOW
BOTTOM OF PIPE WHEN WET AREAS ARE
HAND PLACED ENCOUNTERED.
DENSELY COMPACTED
BACKFILL TO 1 FT. I I1- - — _.
ABOVE TOP OF PIPE _ li,�ll- UNDISTURBED EARTH
- - — - ELECTRONIC MARKER
= PIPE- BALLS AT 100' ON
BEDDED PIPE _ CENTER & AT BENDS.
- MARKER BALLS SHALL
SHAPED SUBGRADE E INSTALLED AT 1 1/2
SHALL PROVIDE BEARING =11= (�� Il�r TO 2' DEEP.
ALONG ENTIRE LENGTH
OF PIPE BARREL 1/2 PIPE O.D.
24" + O.D. MAX.
12" + O.D. MIN.
NOTE:
WATER MAINS SHALL HAVE MINIMUM OF 3' COVER.
18" MIN. - 10" b & LESS
24" MIN. - 12" 0 GREATER
�r
• . •
18"
AIM II i
c�
3
CL DITCH
3 3
- COMPACTED SOIL
NOTES:
1. ALL CUT AND FILL SLOPES SHALL BE GRADED TO A 3:1 HORIZONTAL
TO VERTICAL SLOPE OR FLATTER UNLESS OTHERWISE NOTED ON THE
SITE PLAN.
2. ALL SLOPES AND DITCI-;T S SHALL BE SEEDED AND MULCHED UNLESS
OTHERWISE NOTED ON 7HE SITE PLAN.
FILTER LAYER,
GRAVEL OR FAE
THICKNESS
CLASS B - 18"
CLASS 1 - 24"
NP SHALL BE PLACED
DITCH SCHEDULE
RIPRAP LINED "V" DITCH SECTION
EXISTING
GRADE
B
M
�1 D 1
1
• '�i�i�il��i�ifi�i�ilsl�;;�i
MAINTENANCE REQUIREMENTS:
THICKNESS
CLASS B - 18"
CLASS 1 - 24"
INSPECT CHANNELS AT REGULAR INTERVALS AS WELL AS AFTER MAJOR RAINS, AND MAKE REPAIRS
PROMPTLY. GIVE SPECIAL ATTENTION TO THE OUTLET AND INLET SECT :IONS AND OTHER POINTS WHERE
CONCENTRATED FLOW ENTERS. CAREFULLY CHECK STABILITY AT ROAD CROSSINGS, AND LOOK FOR
INDICATIONS OF PIPING, SCOUR HOLES, OR BANK FAILURES. MAKE REPAIRS IMMEDIATELY. MAINTAIN
ALL VEGETATION ADJACENT TO THE CHANNEL IN A HEALTHY, VIGOROUS CONDITION TO PROTECT THE
AREA FROM EROSION AND SCOUR DURING OUT -OF -BANK FLOW.
m
5' MIN. WATER LIME
EX. CULVERT �
EX. CULVERT
/-EX. PAVEMENT
3' MIN. COVER 3' MIN. COVER
- - - - -- /- - - - - --
/
PVC PIPE D.I.P. WITH -- ------ - - - - -- - - D.I.P. WITH PVC PIPE
FIELD LOK „ MELD LOK
GASKET PIPE 24 MIN. COVER a,ASKET
'PIPE
Dewberry & Davis, Inc.
2301 REXWOODS DRIVE
SUITE 200
RALEIGH, NC 27607
PHONE: [phone]
FAX: [phone]
NCBELS #F -0679
SEAL
SCALE
No. DATE BY Description
REVISIONS
z_
z
�
DRAWN BY
N
FINISHED GRADE `P
IN PAVED AREA
FINISHED GRADE
CHECKED BY
IN UNPAVED AREA
BASE COURSE _
- �- -- 2' -0°°
-
=
_ = CONCRETE
-- ENCASEMENT
TAMPED BACKFILL
---
_ _ AT 3,000 P.S.I.
VALVE BOX o ° a..Q .
2" SQUARE NUT -
- _ I ° `, °
_ ° d
N
ADAPTOR ON 1-1/4"
BACKFIDLL 'A
TO 2" BALL VALVES
WATER MAIN
4
VALVE °d ° ° VALVE BOX
a °
COVER
TAMPED BACKFILL--
- BLOCKING C eONCRETE
SECTION PLAN E` \ICASEMENT
Ail 3,000 P.S.I.
NOTES:
1.
D.I.P. MAY BE USED FOR VALVE BOX EXTEI'JSIONS.
2.
VALVE BOX SHOULD NOT CONTACT FORCE 1MAIN OR
VALVE.
3.
CONCRETE PROTECTOR RING MAY BE USED IN LIEU
OF ENCASEMENT IN UNPAVED AREAS.
4'
NUT OPERATOR EXTENSIONS SHALL BE PROVIDED ON
VALVES GREATER THAN 4' IN DEPTH.
mi me,
CONC. THRUST M.J. PLUG VALVE BOX — GATE VALVE
BLOCK CONC. THRUST
COMPACTED BACKFILL BLOCK
(TAMPED IN 6" LIFTS)
10' -0" f' DIMJ PIPE
MEGA -LUG 1'_0 FITTING
CONCRETE MIN 3/4" THREADED RODS
THRUST
BLOCK DIMJ PIPE W/ BITUMASTIC COATING
3/4" STAINLESS STEEL CONC. FOOTING NOTES:
THREADED RODS. ROD 1. STUB OUT ASSEMBLY INCLUDES
TO CONCRETE THRUST ALL ITEMS EXCEPT MAIN LINE
BLOCK (TYP.). FITTING.
20' -0" MIN 2. ADDITIONAL PIPE AND FITTINGS
MAY BE NEEDED TO COMPLETE
STUB OUT ASSEMBLY PAY ITEM STUB OUT ASSEMBLY THAN
SHOWN IN DETAIL.
TYPICAL STUB OUT ASSEMBLY
N.T.S.
N.T.S.
12' -0"
I CL ACCESS DRIVE
6" COMPACTED ABC STONE
SEEDED SLOPES, SHLDR ROADBED ROADBED »
TYP FABRIC TILE I 1/4" PER FOOT
� N FABRIC (2 %) SIDE SLOPE
t i
3
SEEDED SLOPES, VARIES 2 -0"
TYP. SHLDR
CL DITCH
3 i N�
T
TYPICAL ACCESS DRIVE SECTION FOR FILL AREA
N.T.S.
COMPACTED SOIL
12' -0"
I ACCESS DRIVE
-0" _I
6" COMPACTED ABC STONE
_0» 1-41-O)l
aDBED GEOTEXTILE ROADBED
1/4" PER FOOT
FABRIC (2 %) SIDE SLOPE
I
TYPICAL ACCESS DRIVE SECTION FOR CUT AREA
N.T.S.
TYPICAL A I SECTION
N.T.S.
a_
Li
z
0
V)
m
Q
C-01
CL
2' -0" m
SHLDR Q
CID
NOTE:
MARKER BALLS SHALL BE INSTALLED
CONCURRENTLY WITH PIPE. MARKER
BALLS SHALL NOT BE INSTALLED AFTER
TRENCH HAS BEEN COMPLETELY
BACKFILLED. PIPE SHALL BE BEDDED UP
TO SPRING LINE AND MINIMUM 4" BELOW
BOTTOM OF PIPE WHEN WET AREAS ARE
HAND PLACED ENCOUNTERED.
DENSELY COMPACTED
BACKFILL TO 1 FT. I I1- - — _.
ABOVE TOP OF PIPE _ li,�ll- UNDISTURBED EARTH
- - — - ELECTRONIC MARKER
= PIPE- BALLS AT 100' ON
BEDDED PIPE _ CENTER & AT BENDS.
- MARKER BALLS SHALL
SHAPED SUBGRADE E INSTALLED AT 1 1/2
SHALL PROVIDE BEARING =11= (�� Il�r TO 2' DEEP.
ALONG ENTIRE LENGTH
OF PIPE BARREL 1/2 PIPE O.D.
24" + O.D. MAX.
12" + O.D. MIN.
NOTE:
WATER MAINS SHALL HAVE MINIMUM OF 3' COVER.
18" MIN. - 10" b & LESS
24" MIN. - 12" 0 GREATER
�r
• . •
18"
AIM II i
c�
3
CL DITCH
3 3
- COMPACTED SOIL
NOTES:
1. ALL CUT AND FILL SLOPES SHALL BE GRADED TO A 3:1 HORIZONTAL
TO VERTICAL SLOPE OR FLATTER UNLESS OTHERWISE NOTED ON THE
SITE PLAN.
2. ALL SLOPES AND DITCI-;T S SHALL BE SEEDED AND MULCHED UNLESS
OTHERWISE NOTED ON 7HE SITE PLAN.
FILTER LAYER,
GRAVEL OR FAE
THICKNESS
CLASS B - 18"
CLASS 1 - 24"
NP SHALL BE PLACED
DITCH SCHEDULE
RIPRAP LINED "V" DITCH SECTION
EXISTING
GRADE
B
M
�1 D 1
1
• '�i�i�il��i�ifi�i�ilsl�;;�i
MAINTENANCE REQUIREMENTS:
THICKNESS
CLASS B - 18"
CLASS 1 - 24"
INSPECT CHANNELS AT REGULAR INTERVALS AS WELL AS AFTER MAJOR RAINS, AND MAKE REPAIRS
PROMPTLY. GIVE SPECIAL ATTENTION TO THE OUTLET AND INLET SECT :IONS AND OTHER POINTS WHERE
CONCENTRATED FLOW ENTERS. CAREFULLY CHECK STABILITY AT ROAD CROSSINGS, AND LOOK FOR
INDICATIONS OF PIPING, SCOUR HOLES, OR BANK FAILURES. MAKE REPAIRS IMMEDIATELY. MAINTAIN
ALL VEGETATION ADJACENT TO THE CHANNEL IN A HEALTHY, VIGOROUS CONDITION TO PROTECT THE
AREA FROM EROSION AND SCOUR DURING OUT -OF -BANK FLOW.
m
5' MIN. WATER LIME
EX. CULVERT �
EX. CULVERT
/-EX. PAVEMENT
3' MIN. COVER 3' MIN. COVER
- - - - -- /- - - - - --
/
PVC PIPE D.I.P. WITH -- ------ - - - - -- - - D.I.P. WITH PVC PIPE
FIELD LOK „ MELD LOK
GASKET PIPE 24 MIN. COVER a,ASKET
'PIPE
Dewberry & Davis, Inc.
2301 REXWOODS DRIVE
SUITE 200
RALEIGH, NC 27607
PHONE: [phone]
FAX: [phone]
NCBELS #F -0679
SEAL
SCALE
No. DATE BY Description
REVISIONS
JRG
DRAWN BY
MBW
APPROVED BY
JLL
CHECKED BY
JULY 2012
DATE
��rnh
MR
PROJECT NO. 50014161
SHEET NO.
15 of X

THRUST COLLAR
NOTE:
ALL PIPE SEGMENTS LESS
THAN 10' SHALL REQUIRE
RODD|NG'
CONCRETE THRUST BLOCK
AT 45^ BEND.
SEE THRUST BLOCK DETAIL
FOR DIMENSIONS OF
BLOCK.
N.T.S. AND BLOCKING DETAIL
RESTRAINED FLANGE ADAPTER
"UN|FLANGE~ DR EQUAL
h1J ACCE3ESORY KIT
"FIELD LOK" GASKET
OR EQUAL
(BELL) U| (PE)
NEW WATER LINE
THREADED TYPE 304
OR TYPE 316 S.S. RODS
MIN. 4 EA.
HARNESS RESTRAINT DETAIL
N.T.S.
COAT HYDRANT BONNET AND NOZZLE CAPS
W/ "ALERT" REFLECTIVE FIRE HYDRANT PANT
SILVER MODEL #1440
1157=Q111111
UNID|3TURBB]
6" TO 16" MAINS O. 7 BARS
CONCRETE THRUST 20" TO 36" MAINS 2-NO. 8 BARS
PLACED AS SHOWN
7777 1
H 0 R WATERJ
L7 R I ING MA�IN
TRENCH WALL
TRENCH TAMPED BACKF|LL
N.T.S. ........ ........ .. X ..........
WATERLINE SIZE VARIES
BUR SEE PLANS
CONCRETE THRUST BLOCK,
CONCRETE THRUST BLOCK
GATE VALVE
VALVE SHALL BE PLACED ON THE
#67 STONE FILL WATER MAIN SIDE OF ROAD DITCH
(4 C.F. MIN.)-/ 7\� 3/4" TYPE 304 S.S. THREADED RODS
NOTES: HYDRANT LEG TO DIP MIN. 2 EA. PER SEGMENT
IF REQ'D). PAY ITEM "Aqua-Grip" RINGS OR ROMAC
2. CONC. THRUST BLOCK TO HAVE FIRE HYDFANT ASSEMBLY INCLUDES GRIP RINGS MAY BE USED AT
MIN. OF 6 SQ. FT. BEARING ON JOINTS IN LIEU OF THREADED RODS
SOLID BANK (MORE IF REQ'D.). ALL ITEMS EXCEPT MAIN LINE TEE
3. DRAIN HOLES AND FLANGES SHALL
BE CLEAR OF CONC.
4 ' FIRE HYDRANT BARREL SHALL BE
FIRE HYDRANT ASSEMBLY
PLUMB.
N.T.S.
"FIRE HYDRANTS INSTALLED ON EXISTING 6^ WATER MAINS, MUST BE INSTALLED USING A6'x6'
TEE CUT INTO THE EXISTING WATER MAIN. FIRE HYDRANTS INSTALLED OW EXISTING WATER
MAINS LARGER THAN G". CAN BEINSTALLED USING A TAPPING SLEEVE AND VALVE ON THE
EXISTING WATER MAIN.
PLAN
SCHEDULE
PIPE DIAMETER COI�ICRETE THRUST COLLAR ANCHOR COLLAR RINGS REQUIRED
THRUST COLLAR INSTALLATION
141okuk�
--| | |----| | |-----
/
CONCRETE BLOCKING
/ ' \
3/4" THREADED
RODS (STAINLESIZ)
STQ
----- ----� ----| | |-----'
|| |/
TYPICAL FOR 18" — 48"
STORM DRAIN PIPE
CROSSINGS
4"
THRUST COLLAR
-- L-PIPE SIZE VARIES
-`L45^ BEND
-�
\
\\\_T!­lRUST ~/ COLLAR—/ �—USE D.I.P. FITTINGS
NOTES:
1. CULVERT CROSSINGS IN EXISTING NCD0T RIGHT—OF—WAY
REQUIRE 24" MIN. SEPARATION FR(}k4 BOTTOM OF CULVERT TO
TOP OF WATER MA1.N.
2. IN LIEU OF RE3TRA,|NT (TIE) RODS' APPROVED RESTRAINT
JOINT PIPE MAY B�E_7 USED.
CULVERT CROSSING (UNDER) DETAIL
EXISTING GROUND
cc
PROPOSED WATER LINE
IF 18 INCHES OR k10E-,,E—/
OVER THE EX. STORM
SEWER, THEN NO Dl�». DR
ENCASEMENT RE(}U|RBD.
(o
00 �� ~`^—�U3E OF D.I.P. OR STEEL
C14 | ENCASEMENT REQUIRED.
IF CLEARANCE IS 12 INCHES OF LESS' NOT
ALLOWED' EXCEPT AS INTERFERENCE BOX
ON A CASE BY CASE BASIS ONLY.
EX. STORM SEWER PIPE
2 F[ MINIMUM DEPTH UNDER
STORM SEWER ALLOWED.
FASTEN BRIDLE RODS TO FITTING
FLANGE USING 3k" TURNED EYE BOLTS.
�/4" S.S. BRIDLE RODS SHALL BE
WELDED TO THE ENCASEMENT PIPE.
WELD AREAS SHALL BE PAINTED WITH
2 COATS OF BITUMINOUS BASE PAINT.
=,^.^..=C= =,co co^pCoc
ENCLOSE ENDS WITH
BRICK MASONRY & GROUT
PLAN
/—STAINLESS STEEL SPACERS
NOTES:
1. STAINLESS STEEL SPACERS SHALL BE
USED. NO TIMBER SKIDS ARE ALLOWED.
2. TWO SPACERS PER JOINT SHALL BE USED
FOR D.I.P. CARRIER PIPE.
3. ENCASED BORES ALONG GRAVITY
COLLECTION SYSTEMS SHALL NOT REQUIRE
BRIDLE RODS.
4.2 EA' 3/° S.S. BRIDLE RODS SHALL BE
RF0-_1iR_ FD ON ALL LINES 8"0 AND
CARRIER RIPE
\—
STEEL STEEL ENCASBNENT PIPE CONFORMING TO
SMALLER. 4 EA �� S.S. BRIDLE ROO�
` ' ' ' " SECSECTION A3TM SPECIFICATION A252-61 GRADE 2
SHALL �� REQUIRED ON ALL LINES 1O� ��7
AND LARGER AND A B|TUW|HOUS COATING ON THE
3' MIN.
EDGE OF
PAVEMENT
5' MIN|
CENTERLINE OF
STATE ROAD
EDGE OF
PAVEMENT
\-ENC.A3EMENT PIPE
40` LONG X 20' WIDE \CARR|ER P[PE
BORE PIT
NOTES:
1. BORE PIT SHALL BE FILLED IN AND COMPLETED ON THE SAME DAY EXCAVATION
BEGINS.
2. BORE PITS SHALL NOT BE EXCAVATED ON RAINY DAYS OR WHEN THERE IS /\ CHAMCE
OF RAIN.
3. IF A BORE PIT IS T0 REMAIN OPEN FOR MORE THAN 12 HOURS OR DURING A RAN
EVENT' THEN THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE AND
SHALL INSTALL A DOUBLE WALL OF SILT FENCE AROUND THE ENTIRE PERIMETER C'_
THE SPOIL MATERIAL.
N.T.S. BORE PIT DETAIL
8
"
4
Koffm
1. MARKER POST |5 MADE OF REINFORCED RBERGLAS5,
2. ALL DIMENSIONS ARE NOMINAL.
3. WATER LINE MARKER SHALL BE BLUE.
4. POST SHALL BE RHINO 3—RAIL OR APPROVED EQUAL.
4" X 4 » WUTNESS POST
Dewberry
Dewberry & Davis, Inc.
2301neWoODsDRIVE
SUITE 200
nALse*. NC 27607
PHONE: e19.8e1.9939
FAX: [phone]
NCBELS #F-0679
SEAL
SCALE
REVISIONS
DRAWN By JRG
BY MBVV
APPRUV�D
CHECKED BY JLL
DATE JULY 2012
TITLE
IN in I
PROJECT NO. 50014161
�
:k" S.S. THREADED R
RODS-/ C
CONCRETE THRUST BLOCK
AT QO^ BEND.
SEE THRUST BLOCK DETAIL
FOR DIMENSIONS OF
ROD REQUIREMENTS BLOCK.
SIZE OF 45* B
BEND STATIC THRUST IN _POU�',DS NUMBER OF RODS-BE-QUIRED
O" 4
4'32O 2
2
0" 7
7'5S4 2
2
12" 1
17'312 4
4
10" 3
30'779 6
6
20" 4
48'091 8
8
24" 6
68'252 1
10
GENERAL NOTES
1. R
RODS AND NUTS SHALL BE OF TYPE 304 C
C,R TYPE 316 STAINLESS STEEL.
2. C
CONCRETE SHALL NOT CONTACT BOLTS OR �NDS OF MECHANICAL JOINT
BENDS.
VERTICAL BEND G
G
RESTRAINED FLANGE ADAPTER
"UN|FLANGE~ DR EQUAL
h1J ACCE3ESORY KIT
"FIELD LOK" GASKET
OR EQUAL
(BELL) U| (PE)
NEW WATER LINE
THREADED TYPE 304
OR TYPE 316 S.S. RODS
MIN. 4 EA.
HARNESS RESTRAINT DETAIL
N.T.S.
COAT HYDRANT BONNET AND NOZZLE CAPS
W/ "ALERT" REFLECTIVE FIRE HYDRANT PANT
SILVER MODEL #1440
1157=Q111111
UNID|3TURBB]
6" TO 16" MAINS O. 7 BARS
CONCRETE THRUST 20" TO 36" MAINS 2-NO. 8 BARS
PLACED AS SHOWN
7777 1
H 0 R WATERJ
L7 R I ING MA�IN
TRENCH WALL
TRENCH TAMPED BACKF|LL
N.T.S. ........ ........ .. X ..........
WATERLINE SIZE VARIES
BUR SEE PLANS
CONCRETE THRUST BLOCK,
CONCRETE THRUST BLOCK
GATE VALVE
VALVE SHALL BE PLACED ON THE
#67 STONE FILL WATER MAIN SIDE OF ROAD DITCH
(4 C.F. MIN.)-/ 7\� 3/4" TYPE 304 S.S. THREADED RODS
NOTES: HYDRANT LEG TO DIP MIN. 2 EA. PER SEGMENT
IF REQ'D). PAY ITEM "Aqua-Grip" RINGS OR ROMAC
2. CONC. THRUST BLOCK TO HAVE FIRE HYDFANT ASSEMBLY INCLUDES GRIP RINGS MAY BE USED AT
MIN. OF 6 SQ. FT. BEARING ON JOINTS IN LIEU OF THREADED RODS
SOLID BANK (MORE IF REQ'D.). ALL ITEMS EXCEPT MAIN LINE TEE
3. DRAIN HOLES AND FLANGES SHALL
BE CLEAR OF CONC.
4 ' FIRE HYDRANT BARREL SHALL BE
FIRE HYDRANT ASSEMBLY
PLUMB.
N.T.S.
"FIRE HYDRANTS INSTALLED ON EXISTING 6^ WATER MAINS, MUST BE INSTALLED USING A6'x6'
TEE CUT INTO THE EXISTING WATER MAIN. FIRE HYDRANTS INSTALLED OW EXISTING WATER
MAINS LARGER THAN G". CAN BEINSTALLED USING A TAPPING SLEEVE AND VALVE ON THE
EXISTING WATER MAIN.
PLAN
SCHEDULE
PIPE DIAMETER COI�ICRETE THRUST COLLAR ANCHOR COLLAR RINGS REQUIRED
THRUST COLLAR INSTALLATION
141okuk�
--| | |----| | |-----
/
CONCRETE BLOCKING
/ ' \
3/4" THREADED
RODS (STAINLESIZ)
STQ
----- ----� ----| | |-----'
|| |/
TYPICAL FOR 18" — 48"
STORM DRAIN PIPE
CROSSINGS
4"
THRUST COLLAR
-- L-PIPE SIZE VARIES
-`L45^ BEND
-�
\
\\\_T!­lRUST ~/ COLLAR—/ �—USE D.I.P. FITTINGS
NOTES:
1. CULVERT CROSSINGS IN EXISTING NCD0T RIGHT—OF—WAY
REQUIRE 24" MIN. SEPARATION FR(}k4 BOTTOM OF CULVERT TO
TOP OF WATER MA1.N.
2. IN LIEU OF RE3TRA,|NT (TIE) RODS' APPROVED RESTRAINT
JOINT PIPE MAY B�E_7 USED.
CULVERT CROSSING (UNDER) DETAIL
EXISTING GROUND
cc
PROPOSED WATER LINE
IF 18 INCHES OR k10E-,,E—/
OVER THE EX. STORM
SEWER, THEN NO Dl�». DR
ENCASEMENT RE(}U|RBD.
(o
00 �� ~`^—�U3E OF D.I.P. OR STEEL
C14 | ENCASEMENT REQUIRED.
IF CLEARANCE IS 12 INCHES OF LESS' NOT
ALLOWED' EXCEPT AS INTERFERENCE BOX
ON A CASE BY CASE BASIS ONLY.
EX. STORM SEWER PIPE
2 F[ MINIMUM DEPTH UNDER
STORM SEWER ALLOWED.
FASTEN BRIDLE RODS TO FITTING
FLANGE USING 3k" TURNED EYE BOLTS.
�/4" S.S. BRIDLE RODS SHALL BE
WELDED TO THE ENCASEMENT PIPE.
WELD AREAS SHALL BE PAINTED WITH
2 COATS OF BITUMINOUS BASE PAINT.
=,^.^..=C= =,co co^pCoc
ENCLOSE ENDS WITH
BRICK MASONRY & GROUT
PLAN
/—STAINLESS STEEL SPACERS
NOTES:
1. STAINLESS STEEL SPACERS SHALL BE
USED. NO TIMBER SKIDS ARE ALLOWED.
2. TWO SPACERS PER JOINT SHALL BE USED
FOR D.I.P. CARRIER PIPE.
3. ENCASED BORES ALONG GRAVITY
COLLECTION SYSTEMS SHALL NOT REQUIRE
BRIDLE RODS.
4.2 EA' 3/° S.S. BRIDLE RODS SHALL BE
RF0-_1iR_ FD ON ALL LINES 8"0 AND
CARRIER RIPE
\—
STEEL STEEL ENCASBNENT PIPE CONFORMING TO
SMALLER. 4 EA �� S.S. BRIDLE ROO�
` ' ' ' " SECSECTION A3TM SPECIFICATION A252-61 GRADE 2
SHALL �� REQUIRED ON ALL LINES 1O� ��7
AND LARGER AND A B|TUW|HOUS COATING ON THE
3' MIN.
EDGE OF
PAVEMENT
5' MIN|
CENTERLINE OF
STATE ROAD
EDGE OF
PAVEMENT
\-ENC.A3EMENT PIPE
40` LONG X 20' WIDE \CARR|ER P[PE
BORE PIT
NOTES:
1. BORE PIT SHALL BE FILLED IN AND COMPLETED ON THE SAME DAY EXCAVATION
BEGINS.
2. BORE PITS SHALL NOT BE EXCAVATED ON RAINY DAYS OR WHEN THERE IS /\ CHAMCE
OF RAIN.
3. IF A BORE PIT IS T0 REMAIN OPEN FOR MORE THAN 12 HOURS OR DURING A RAN
EVENT' THEN THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE AND
SHALL INSTALL A DOUBLE WALL OF SILT FENCE AROUND THE ENTIRE PERIMETER C'_
THE SPOIL MATERIAL.
N.T.S. BORE PIT DETAIL
8
"
4
Koffm
1. MARKER POST |5 MADE OF REINFORCED RBERGLAS5,
2. ALL DIMENSIONS ARE NOMINAL.
3. WATER LINE MARKER SHALL BE BLUE.
4. POST SHALL BE RHINO 3—RAIL OR APPROVED EQUAL.
4" X 4 » WUTNESS POST
Dewberry
Dewberry & Davis, Inc.
2301neWoODsDRIVE
SUITE 200
nALse*. NC 27607
PHONE: e19.8e1.9939
FAX: [phone]
NCBELS #F-0679
SEAL
SCALE
REVISIONS
DRAWN By JRG
BY MBVV
APPRUV�D
CHECKED BY JLL
DATE JULY 2012
TITLE
IN in I
PROJECT NO. 50014161
THRUST COLLAR INSTALLATION
141okuk�
--| | |----| | |-----
/
CONCRETE BLOCKING
/ ' \
3/4" THREADED
RODS (STAINLESIZ)
STQ
----- ----� ----| | |-----'
|| |/
TYPICAL FOR 18" — 48"
STORM DRAIN PIPE
CROSSINGS
4"
THRUST COLLAR
-- L-PIPE SIZE VARIES
-`L45^ BEND
-�
\
\\\_T!­lRUST ~/ COLLAR—/ �—USE D.I.P. FITTINGS
NOTES:
1. CULVERT CROSSINGS IN EXISTING NCD0T RIGHT—OF—WAY
REQUIRE 24" MIN. SEPARATION FR(}k4 BOTTOM OF CULVERT TO
TOP OF WATER MA1.N.
2. IN LIEU OF RE3TRA,|NT (TIE) RODS' APPROVED RESTRAINT
JOINT PIPE MAY B�E_7 USED.
CULVERT CROSSING (UNDER) DETAIL
EXISTING GROUND
cc
PROPOSED WATER LINE
IF 18 INCHES OR k10E-,,E—/
OVER THE EX. STORM
SEWER, THEN NO Dl�». DR
ENCASEMENT RE(}U|RBD.
(o
00 �� ~`^—�U3E OF D.I.P. OR STEEL
C14 | ENCASEMENT REQUIRED.
IF CLEARANCE IS 12 INCHES OF LESS' NOT
ALLOWED' EXCEPT AS INTERFERENCE BOX
ON A CASE BY CASE BASIS ONLY.
EX. STORM SEWER PIPE
2 F[ MINIMUM DEPTH UNDER
STORM SEWER ALLOWED.
FASTEN BRIDLE RODS TO FITTING
FLANGE USING 3k" TURNED EYE BOLTS.
�/4" S.S. BRIDLE RODS SHALL BE
WELDED TO THE ENCASEMENT PIPE.
WELD AREAS SHALL BE PAINTED WITH
2 COATS OF BITUMINOUS BASE PAINT.
=,^.^..=C= =,co co^pCoc
ENCLOSE ENDS WITH
BRICK MASONRY & GROUT
PLAN
/—STAINLESS STEEL SPACERS
NOTES:
1. STAINLESS STEEL SPACERS SHALL BE
USED. NO TIMBER SKIDS ARE ALLOWED.
2. TWO SPACERS PER JOINT SHALL BE USED
FOR D.I.P. CARRIER PIPE.
3. ENCASED BORES ALONG GRAVITY
COLLECTION SYSTEMS SHALL NOT REQUIRE
BRIDLE RODS.
4.2 EA' 3/° S.S. BRIDLE RODS SHALL BE
RF0-_1iR_ FD ON ALL LINES 8"0 AND
CARRIER RIPE
\—
STEEL STEEL ENCASBNENT PIPE CONFORMING TO
SMALLER. 4 EA �� S.S. BRIDLE ROO�
` ' ' ' " SECSECTION A3TM SPECIFICATION A252-61 GRADE 2
SHALL �� REQUIRED ON ALL LINES 1O� ��7
AND LARGER AND A B|TUW|HOUS COATING ON THE
3' MIN.
EDGE OF
PAVEMENT
5' MIN|
CENTERLINE OF
STATE ROAD
EDGE OF
PAVEMENT
\-ENC.A3EMENT PIPE
40` LONG X 20' WIDE \CARR|ER P[PE
BORE PIT
NOTES:
1. BORE PIT SHALL BE FILLED IN AND COMPLETED ON THE SAME DAY EXCAVATION
BEGINS.
2. BORE PITS SHALL NOT BE EXCAVATED ON RAINY DAYS OR WHEN THERE IS /\ CHAMCE
OF RAIN.
3. IF A BORE PIT IS T0 REMAIN OPEN FOR MORE THAN 12 HOURS OR DURING A RAN
EVENT' THEN THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE AND
SHALL INSTALL A DOUBLE WALL OF SILT FENCE AROUND THE ENTIRE PERIMETER C'_
THE SPOIL MATERIAL.
N.T.S. BORE PIT DETAIL
8
"
4
Koffm
1. MARKER POST |5 MADE OF REINFORCED RBERGLAS5,
2. ALL DIMENSIONS ARE NOMINAL.
3. WATER LINE MARKER SHALL BE BLUE.
4. POST SHALL BE RHINO 3—RAIL OR APPROVED EQUAL.
4" X 4 » WUTNESS POST
Dewberry
Dewberry & Davis, Inc.
2301neWoODsDRIVE
SUITE 200
nALse*. NC 27607
PHONE: e19.8e1.9939
FAX: [phone]
NCBELS #F-0679
SEAL
SCALE
REVISIONS
DRAWN By JRG
BY MBVV
APPRUV�D
CHECKED BY JLL
DATE JULY 2012
TITLE
IN in I
PROJECT NO. 50014161
TITLE
IN in I
PROJECT NO. 50014161