20131256 Ver 1_401 Application_20131213

LMG 2 0 1 3 1 2 5 6
LAND MANAGEMENT GROUP ixc.
Environmental Consultants
DDecember 2 "d 2013 D
4 20113
TO: Ms. Liz Hair
U.S. Army Corps of Engineers tDwA�oer
69 Darlington Avenue "`h
Wilmington, NC 28403
RE: NWP 12 Application; Fifty Lakes Drive Waterline; Wilmington, NC
Boiling Spring Lakes, NC
Dear Liz: ^ PY
Enclosed is a NWP 12 application for your review. This application is submitted on
behalf of Mr. William Pinnix with the County of Brunswick Engineering Services for the
construction of a waterline along Fifty Lakes Drive in Boiling Spring Lakes, NC. This waterline
will provide potable water to 48 lots. The County has attempted to minimize wetland impacts as
much as possible in the site design. However, 0.062 acre of temporary wetland impact is needed
to install the line. The wetland impact areas will be returned to preconstruction grade and seeded
once the installation is complete. The project will take place within a maintained NC DOT right -
of -way and no trees will be removed. Therefore, no impacts to red - cockaded woodpeckers will
occur.
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.
Sin erely, _
Kim Williams
Environmental Scientist
Encl.
Cc: Mr. William Pinnix, P.E., County of Brunswick Engineering Services
Mr. Michael Norton, Compass Pointe Engineering, PA
Mr. Chad Coburn, NC DWR
Ms. Jennifer Burdette, NC DWR
www.lmgroup.net • info @lmgroup.net • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403

20 1 3 1 %'.5 6
W ATjSgQG
O Y
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 ❑Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number:
_Z
1 c.
Has the NWP or GP number been verified by the Corps?
Yes
❑ No
1d.
Type(s) of approval sought from the DWQ (check all that apply):
❑ 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
® Yes ❑ No
For the record only for Corps Permit:
❑ Yes ® No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
® No
1g.
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:
Fifty Lakes Drive Waterline
2b.
County:
Brunswick County
2c.
Nearest municipality / town:
Boiling Spring Lakes
2d.
Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state
project no:
N/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Various NC DOT Rights -of -Way
3b.
Deed Book and Page No.
3c.
Responsible Party (for LLC if
applicable):
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
4b
Name
Mr William Pinnix, P E
4c
Business name
(if applicable)
County of Brunswick Engineering Services
4d
Street address
P O Box 249
4e
City, state, zip
Bolivia, NC 28422
4f
Telephone no
4g
Fax no
4h
Email address
5.
Agent/Consultant Information (if applicable)
5a
Name
Kim Williams
5b
Business name
(if applicable)
Land Management Group, Inc
5c
Street address
3805 Wrightsville Avenue, Suite 15
5d
City, state, zip
Wilmington, NC 28403
5e
Telephone no
(910) 452 -0001
5f
Fax no
(910) 452 -0060
5g
Email address
kwdliams @lmgroup net
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
1 b Site coordinates (in decimal degrees)
Latitude 34 018860 N Longitude 78 051788 W
DD DDDDDD -DD DDDDDD
1c Property size
3,200 LF of road ROW
2. Surface Waters
2a Name of nearest body of water (stream, river, etc ) to
UT to Boiling Spring Lake
proposed project
2b Water Quality Classification of nearest receiving water
B, Sw
2c River basin
Cape Fear 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 Fifty Lakes Drive in Boding Spring Lakes
3b List the total estimated acreage of all existing wetlands on the property
— 05acre
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
As part of Brunswick County's continuing efforts to provide public services in areas of need, the 2014 FY Waterline
Project is intended to provide potable water supply to various locations, including a corridor along Fifty Lakes Drive in
Boiling Spring Lakes The project along Fifty Lakes Drive proposes 3,200 linear feet of 8" waterline, which will connect to
an existing 8" waterline at the intersection of Fifty Lakes and Lexington Avenue to the northeast, and an existing 24"
waterline at the intersection of Fifty Lakes and NC HWY 87 to the southwest Approximately 48 single family lots will be
served with the new line This installation will also provide anew loop from the county's 24" waterline to Boiling Spring
Lakes' distributions stem, thus improving fire flow and domestic service capability to the entire Boiling Spring Lakes area
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 The trench will then be returned to pre - construction
graded and seeded Certain areas will be bored, as indicated on the site plan
4. Jurisdictional Determinations
4a Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
®Yes E] No El Unknown
project (including all prior phases) in the past?
Comments
4b If the Corps made the jurisdictional determination, what type
❑ Preliminary ® Final
of determination was made?
4c If yes, who delineated the jurisdictional areas?
Agency /Consultant Company
Name (if known)
Other LMG
4d If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
Ms Liz Hair with the USACE approved the wetland line in the field on 11/5/13
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
The proposed project is one phase of a larger 2014 FY Waterline Project for Brunswick County
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 NIA
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
W1 ❑ P ®T
Utility Line
Installation
Non - riparian
❑ Yes
® No
® Corps
® DWQ
0 015
W2 ❑ P ®T
Utility Line
Installation
Non - riparian
❑ Yes
® No
® Corps
® DWQ
0 018
W3 ❑ P ®T
Utility Line
Installation
Non - riparian
❑ Yes
® No
® Corps
® DWQ
0 029
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
0 062
2h Comments
3 Stream Impacts NIA
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
[:11 NT
❑ DWQ
S2 ❑ P ❑ T
❑ PER
❑ Corps
[:11 NT
❑ DWQ
S3 ❑ P FIT
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h Total stream and tributary impacts
31 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 ❑P ❑T
02 ❑P ❑T
03 ❑ PEI T
04 ❑P ❑T
0. Total open water impacts
4g Comments
5. Pond or Lake Construction: N/A
If pond or lake construction proposed, the com lete 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
51 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 El 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
impact
required?
B1 ❑P ❑T
❑Yes
❑ No
B2 ❑P ❑T
El Yes
❑ No
B3 ❑P ❑T
El Yes
❑ No
6h Total buffer impacts
61 Comments
Page 7 of 12

D. Impact Justification and Mitigation
1 Avoidance and Minimization
la 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
projects
❑ Mitigation bank
El 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, NIA
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 N/A
6c
6d
6e
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1 5
6f Total buffer mitigation required
6g If buffer mitigation is required, discuss what type of mitigation is proposed (e g , payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund)
N/A
6h Comments N/A
Page 9 of 12

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1a
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b
If yes, then is a diffuse flow plan included? If no, explain why
❑ Yes ❑ No
Comments
2.
Stormwater Management Plan
2a
What is the overall percent imperviousness of this project?
None
2b
Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c
If this project DOES NOT require a Stormwater Management Plan, explain why
No impervious cover is proposed with this project
2d
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan
❑ Certified Local Government
2e
Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3
Certified Local Government Stormwater Review: N/A
3a
In which local government's jurisdiction is this project?
❑ Phase II
❑ NSW
3b
Which of the following locally - implemented stormwater management programs
❑ USMP
apply (check all that apply)
❑ Water Supply Watershed
❑ Other
3c Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
4
DWQ Stormwater Program Review N/A
❑ Coastal counties
❑ HQW
4a
Which of the following state - implemented stormwater management programs apply
❑ ORW
(check all that apply)
❑ Session Law 2006 -246
❑ Other
4b Has the approved Stormwater Management Plan with proof of approval been
❑ Yes E] 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?
lb
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)?
1c
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
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 WIII this project occur in or near an area with federally protected species or
® Yes ❑ No
habitat?
5b Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
Impacts?
❑ Raleigh
5c If yes, Indicate the USFWS Field Office you have contacted
❑ Asheville
5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
The NC Natural Heritage Program GIS layer and information from the Town of Boding Spring Lakes were used to
determine the presence of federally listed species The proposed waterline is located within a known red - cockaded
woodpecker cluster ( #32) However, the line will be Installed within a maintained DOT ROW and no trees will be removed
during construction
6. Essential Fish Habitat (Corps Requirement)
6a WIII 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 WIII 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 WIII this project occur In a FEMA - designated 100 -year floodplain?
❑ Yes ® No
8b If yes, explain how project meets FEMA requirements
8c What source(s) did you use to make the floodplain determination? The NC Floodplain Mapping Information System
website was used to determine the boundaries of the 100 -year floodplain
Kim Williams
12/2/2013
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

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Sincerely
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`Boundaries are approximate and are
-lot meant to be absolute.
Map Source: ArcGIS World Street Map
SCALE 1" = 3000'
Brunswick County Water Line LMG
50 Lakes Drive, BSL Figure 1
Brunswick County, NC vw�w.LMGroup.net Vicinity Map
y Phone: [phone] •1.866.LMG.1078
September 2013 Fax [phone]
40 -13 -192 3805 Wrightsville Avenue
Wilmington, NC 28403

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*Boundaries are approximate and are
not meant to be absolute.
Map Source: USGS Funston Quadrangle 7.5 minute SCALE 1" = 1000'
Brunswick County Water Line ; LMG
50 Lakes Drive, BSL Figure 2
Brunswick County, NC — www.LMGroup.net USGS Topographic Map
Phone: [phone] •1.866.LMG.1078
September 2013 Fax [phone]
40 -13- 192 3805 Wrightsville Avenue
Wilmington, NC 28403

*Boundaries are approximate and are
not meant to be absolute.
Map Source: NRCS Soil Survey GIS Data.
Legend
Lo: Leon fine sand
Ma: Mandarin fine sand
Mu: Murville mucky fine sand
SCALE 1" = 500'
Brunswick County Water Line LMG
50 Lakes Drive, BSL Figure 3
Brunswick County, NC — ` vvw.LMGroup.net Soils Map
Phone: [phone] •1.866.1-MG.1078
September 2013 Fax [phone]
40 -13- 192 3805 Wrightsville Avenue
Wilmington, NC 28403

Areas considered to be jurisdictional wetlands as regulated
by the U.S. Army Corps of Engineers (no development, soil disturbance
or fill activities without prior 404/401 certification) - 0.51 ac
NOTE: This is not a survey. All boundaries and distances are considered approximate.
This represents a preliminary sketch prepared from field notes. This delineation was
verbally approved by the US Army Corps of Engineers on 11/5/13.
Map Source: 2013 BING Aerial Photography
SCALE 1" = 500'
Brunswick County Water Line LMG
50 Lakes Drive, BSL Figure 4. Aerial photograph
Brunswick County, NC — www.LMGroup.net with wetland sketch
September 2013 Phone: 910a52.00452.0060.LMG.1078 (as approved by USACE)
40 -13- 192 3805 Wrightsville Avenue
Wilmington, NC 28403

LEGEND OF PROPOSED
FEATURES
—W— WATER MAIN
l�N GATE VALVE 8 BOX
4 -v[rgv FIRE HYDRANT ASSEMBLY
HORIZONTAL BEND
REDUCER
LIMIT OF DISTURBANCE
(NOTE'. The right ofway line constitutes a
-� Limit of Disturbance Boundary. It is not
shown for purposes of clarity.)
ITr SILT FENCING
STONE CHECK DAM
EROSION CONTROL MATTING
�— PC POTENTIAL CLEARING ALIGNMENT
U
w#i73AB000
N
w
U
a
I I p rut. wr,l [)cull[ I
# 1 73AF003 - 8" X 0" MJ TEE
FIRE HYDRANT ASSEMBLY
#173AF00i
ALL PIPE FROM 45- BEND TO POINT OF TAP
SHALL BE 8" PRESSURE CLA55 350 DIP.
PIPE SHALL BE RJ. MJ WITH RETAINER.
GLANDS. OR COMBII IATIOIJ THEREOF.
SURVEY LEGEND
. O •,.« s�. ne„m.
Fqw m
EXISTING 24" DI
—
WATERLIIIE
GENERAL NOTES
1. The contractor snail roc nstruct all road Shoulders. drainage —'se. and Swale' di— bsd by construchor
MIN. GO LF G" STEEL CASING PIPE W! 0.25" m
acb "gybes m the r original grade. If are dmwrbce by tins wort, mtenes shall be reconstmded with pomtve
I G' x 8" TAPPING SLEEVE
8" TAPPING GATE VALVE b BOX
2. The contractor shall be r —r—ble for the remo.l and rell—h m with equal or better naeer.al for all easbny
2 - 8" MJ BENDS AS REQUIRED TO
pavements, driveways, jr 1 roadways. pipe cohorts. culvert head walls. fences. billboard, maAboms. and
ALIGN 8" WATERLINE WITH TAPPING
-..h
m'cellaneo—temS where req—ed to complete constructior
VALVE. OFFSET THE TAP LOCATIOFI
I I
3. All fittmys and dead eds shall be restrained Joint to the II Specified .n 5ecton 150C.0 of the c,hst,,,b.,
FROM THE ALIGNMENT OF THE NEW
dO a -tS or as snow. on these pans. whIcne,her 11 the greater lenytr
WATERLII IE IF NECESSARY TO
I1
4. DO hot ace may. lire o h,e h dons wNe o h dram .h bunt mope, back Slo ter of mar C,ordinate
P � Y r Y Pe. or con
FACILITATE COI NNECTION. ALL JOINTS
1
I
wmh °ransw ek County or enyneer prior to Pacement of these gems
SHALL BE RESTRAINED. BED 4
PIPE IN COMPACTED #57
I
5 water shall be mswued for eye,'arcs' w'th a .abatable stn,ctars and shall be coom,ated with ooanty
HAUNCH
'raff'rior w instanaton
STONE.
I
6. If a parcel n S bo public Sewer the contractor snail install a double water mete- box if 10 pub11c hewer
'I
,
a -table a singles yang -., meter box may be used.
,I
-. Depth of bury of -.11 re shall be such that there 11 a m nm um clearance of
• 3G' between top of I and natural ground el°Vdbo
• 3G' between top of p pe and a for tlow.l ne
TOP OF SLOPE OF 30'x 30 X O'
• 30" between top of pipe and Invert of ow errs, and,
DEEP RECEIVING E TAPPING PIT
'
• 3G" between outside wall of pipe and any ve .wl h— ban. surface.
8. Waterlines Shall be installed under driveways by ether open cut and patch restoraton of Headwall or dry bore
without dlStu —j headwalls No payment Shall be made for open cut and patch operaG,ns or dry bores The cost
for said won shall be 1-1 bed'h the b•d price for —s Ilat on of the "ten—
-
9. No duturbarce Shall occur beyond the nynt-ol-way line unless directed by the County based on easements
obtained by the County for Said msWrbarr<.
LEGEND OF PROPOSED
FEATURES
—W— WATER MAIN
l�N GATE VALVE 8 BOX
4 -v[rgv FIRE HYDRANT ASSEMBLY
HORIZONTAL BEND
REDUCER
LIMIT OF DISTURBANCE
(NOTE'. The right ofway line constitutes a
-� Limit of Disturbance Boundary. It is not
shown for purposes of clarity.)
ITr SILT FENCING
STONE CHECK DAM
EROSION CONTROL MATTING
�— PC POTENTIAL CLEARING ALIGNMENT
U
w#i73AB000
N
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I I p rut. wr,l [)cull[ I
# 1 73AF003 - 8" X 0" MJ TEE
FIRE HYDRANT ASSEMBLY
#173AF00i
ALL PIPE FROM 45- BEND TO POINT OF TAP
SHALL BE 8" PRESSURE CLA55 350 DIP.
PIPE SHALL BE RJ. MJ WITH RETAINER.
GLANDS. OR COMBII IATIOIJ THEREOF.
SURVEY LEGEND
. O •,.« s�. ne„m.
Fqw m
U1
2 - H ET 45` BEI IDS 100' TYP J
WITH RETAINJER GLANDS �.
}. _
PROPOSED 8" C900 DR
8 PVC WATERLIIIE ` II
PLAN VIEW
SCALE: I " = 50'
i -8 "xG "MJTEE
1 - G" MJ GATE VALVE E BOX
o JOINT (i 8' MIN.) G" PRESSURE CLASS 350 MJ DIP °
- G" MJ PLUG
ALL JOINTS RESTRAINED
#157PE007 #157PE00200 #157PE002OG
FIFTY LAKES DRIVES -
_ - - -- 1 <k7
I JOINT (I&' MIN) 8"
PRESSURE CLA55 350 MJ DIP
PROPOSED 8" DIP SHALL PA55 UNDER EXISTING 0"
FORCE MAIN WITH MIN. CLEARANCE OF 18".
ENSURE ADEQUATE SUPPORT OF EXISTING FORCE MAIN
DUPING BORE 4 JACK OPERATIONS.
TOP OF SLOPE OF 50'x 20'
x ! O' DEEP SENDING PIT.
END VIEW SECTION (a) CONNECTION LOCATION
NOT TO SCALE
60
58
5G
54
52
50
49
p 4G
W 44
42
40
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#173AP004 #173AD00102 #173AE00101
1 -8 "x IMJ TEE
J OPEN CUT R PATCH 1 - FIRE HYDRANT A55EMBLY
1 - 8" MJ GATE VALVE E BOX
5'
#173AGO04 #173AG003 #i73AG002 111731G001
s ° a - #173AH004 #173AH003 #173AM002 #(73AH001
s e o e a
1- 8" x G" MJ TEE
2 - 8" MJ GATE VALVE t BOX
1 JOINT (1 8' MIN.) 8" PRESSURE CLASS 350 MJ DIP
1- 8" MJ PLUG PLAN VIEW
ALL JOINTS RESTRAINED
SCALE: " = 50'
0 +00 0 +5C I +00 I +50 2 +00
0 +00 0 +50 1+00 I +50 2 +00
S -ATION (FEE-)
BORE AND JACK SECTION UNDER NC 87
SCALE: I' = 40' H
1 =4'V
I -8 "xG "MJTEE
1 - 5" M.) GATE VALVE E BOX
1 - I M.) GATE VALVE t BOX
1 JOINT (i 8' MIN.) G" PRESSURE CLA-95 35C MJ DIP
- G" MJ PLUG
ALL JOINTS RESTRAINED I o #157PF001
#173AE01i I
Impact W2: 0.018 ac
1 8 PVC WATERLIIIE I
it' - •, rya ~_ jWl: '# 1 73A1004 # 1 73A13A1002 # 1 73A1001
Imp015 ac e
1 -8 "xG "MJTEE
1 - 8" MJ GATE VALVE t BOX
i - G" MJ GATE VALVE d BOX
1 JOINT (I B' MIN.) G" PRESSURE CLA55 350 MJ DIP
- G" MJ PLUG
ALL JOINTS RESTRAINED
0 25 so .00 200
5ca1e: 1' = 50'
Gr,
ss
5G
54
50 48 48
4G
44
42
a0
- W
W
Uf
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i
tASSEMBLY
ImpacMJ TEE
HYDRANT
PRELIMINARY
#173AI3009 —
—
MIN. GO LF G" STEEL CASING PIPE W! 0.25" m
m
WALLS INSTALLED BY BORE B JACK
PLAN VIEW
SCALE: I " = 50'
i -8 "xG "MJTEE
1 - G" MJ GATE VALVE E BOX
o JOINT (i 8' MIN.) G" PRESSURE CLASS 350 MJ DIP °
- G" MJ PLUG
ALL JOINTS RESTRAINED
#157PE007 #157PE00200 #157PE002OG
FIFTY LAKES DRIVES -
_ - - -- 1 <k7
I JOINT (I&' MIN) 8"
PRESSURE CLA55 350 MJ DIP
PROPOSED 8" DIP SHALL PA55 UNDER EXISTING 0"
FORCE MAIN WITH MIN. CLEARANCE OF 18".
ENSURE ADEQUATE SUPPORT OF EXISTING FORCE MAIN
DUPING BORE 4 JACK OPERATIONS.
TOP OF SLOPE OF 50'x 20'
x ! O' DEEP SENDING PIT.
END VIEW SECTION (a) CONNECTION LOCATION
NOT TO SCALE
60
58
5G
54
52
50
49
p 4G
W 44
42
40
° o
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#173AP004 #173AD00102 #173AE00101
1 -8 "x IMJ TEE
J OPEN CUT R PATCH 1 - FIRE HYDRANT A55EMBLY
1 - 8" MJ GATE VALVE E BOX
5'
#173AGO04 #173AG003 #i73AG002 111731G001
s ° a - #173AH004 #173AH003 #173AM002 #(73AH001
s e o e a
1- 8" x G" MJ TEE
2 - 8" MJ GATE VALVE t BOX
1 JOINT (1 8' MIN.) 8" PRESSURE CLASS 350 MJ DIP
1- 8" MJ PLUG PLAN VIEW
ALL JOINTS RESTRAINED
SCALE: " = 50'
0 +00 0 +5C I +00 I +50 2 +00
0 +00 0 +50 1+00 I +50 2 +00
S -ATION (FEE-)
BORE AND JACK SECTION UNDER NC 87
SCALE: I' = 40' H
1 =4'V
I -8 "xG "MJTEE
1 - 5" M.) GATE VALVE E BOX
1 - I M.) GATE VALVE t BOX
1 JOINT (i 8' MIN.) G" PRESSURE CLA-95 35C MJ DIP
- G" MJ PLUG
ALL JOINTS RESTRAINED I o #157PF001
#173AE01i I
Impact W2: 0.018 ac
1 8 PVC WATERLIIIE I
it' - •, rya ~_ jWl: '# 1 73A1004 # 1 73A13A1002 # 1 73A1001
Imp015 ac e
1 -8 "xG "MJTEE
1 - 8" MJ GATE VALVE t BOX
i - G" MJ GATE VALVE d BOX
1 JOINT (I B' MIN.) G" PRESSURE CLA55 350 MJ DIP
- G" MJ PLUG
ALL JOINTS RESTRAINED
0 25 so .00 200
5ca1e: 1' = 50'
Gr,
ss
5G
54
50 48 48
4G
44
42
a0
- W
W
Uf
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i
tASSEMBLY
ImpacMJ TEE
HYDRANT
PRELIMINARY

GENERAL NOTE5
I. The contractor shall re nstruct all road sM1OUlders. drainage 1-- and —1- disturbed by constructor
actv6— to t", or.g.nal grade. If dit - are 611W bed by th.s wore, dhcnes shall be reconstructed with posltve
flow
2. Tne contractor shall be responsible for the removal and replacement with equal or better all e,uting
pavements. driveways. gravel roadway=_, pipe culverts, culvert Head walls. fences. b llin —kis. mailboxes. and
m scellaneaus items where required to complete constructlor.
3. All fltdngs and dead ends shall he restrained font to the lengtr speclhcd m Sect on 1 5060 of the constructlor
e_br_ts or as shown on these plans. Wh,chever .s the greater 1-99,
4. Do not place main Ilse valve hydrant valve. or hydrant .n frost slope. back slope. or center of dltcr Coordinate
wtn 5runswi ck Cwnty or -q—, pr.or to placement of these items
5 Water . hall be .nstalled for every parcel wlln a nabtable sGucWre and shall be cogrdnated with county
sta'f pr.orsto mstallaton
6. If a parcel has Ice.. to public sewer the contractor shall install a double water mece- box .r - pu bh, sewe.
avalable a single gang water mete- bc. may be used
Depth of bury of waterline shall be such that there Is a m of
• 36" between top of p.pe and natural grrurd elevat.gn.
• 30" between toP of p.pe aand nd d.tcr overt Ilow -I.ne,
• 30" between top of p.pe . of culverks. and.
• 36" between outside wall of pipe and any vert 1 d.tc. bang sarface
8. Waterlm es shall be installed under drweways by either opee cat and patch reetoration of headwall or dry bore
w.thouf d.sturb.nq headwalls No payment snail be made br open cut and patch operators or dry bores Tne cost
for sa.d work shall be included .n the bid pr.ce for mstallaton of the watsrl.ne
9 No d.sturbar ce shall —, beyond the r.q_nt-of -way Ilre unless detected by the County based on easements
obLained by the County for said d.sturbarce
0
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_('r-) — #157PGO0103— - #157PG0C3
w
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J PROPOSED 8" C900 DK
'2 1 8 PVC WATERLII IE
Impact W3 cont( 5'
0.029 ac
#173B[3017 #1738BOiG #I73BBO 5
1 -8 "xG "MJTEE
1 - 8" MJ GATE VALVE # BOX
- G" MJ GATE VALVE £ BOX
I JOINT (I 8' MIN.) G" PRESSURE CLASS 350 MJ DIP
G" MJ PLUG
ALL JOINTS RESTRAINED
c 3
S
#157PH00303 I #i57PH00302 I #I57PH00301 I #157PHCC5
LEGEND OF PROPOSED
FEATURES
— W WATER MAIN
x GATE VALVE 8 BOX
FIRE HYDRANT ASSEMBLY
HORIZONTAL BEND
REDUCER
LIMIT OF DISTURBANCE
(NOTE. The right of way line constitutes a
Limit of Disturbance Boundary. It is not
shown for purposes of clarity.)
SILT FENCING
STONE CHECK DAM
EROSION CONTROL MATTING
�— PC POTENTIAL CLEARING ALIGNMENT
'e
#1570800201
SURVEY LEGEND
a O: rs our eev +m.
© ,Ern er
QTyo� W.w� b :r
#15708002 - #15708005
#157012
5CAfE: 5EE DRA G
DRA Vll BY TMM
CFECr£D BY DMG
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a C41 C41 aR C41 R
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PROPOSED 8' C300 DR
REMOVE 8" PLUG B MAKE CONNECTION r
GPEII CUT PATCH 5 PVC WATERLINE n
_ n 0
6
d,
W
EXISTING GATE VALVES BOX
® ° E
E rn °
� E �
#173B004 #173BE003 #173BE002 #173BE001 #i- 3BF018 #173BFOi7 #i73BF01G #i73BF015 #i73B1018 = O In m
#173150015 Ai73BDC14 #I73BD013 #173130012 o
1 -8 "xG "MJTEE NT ASSEMBLY - N
- FIRE HYDRA - EXISTING 8" PVC WATERLItJE
- 8" MJ GATE VALVE $ BOX m
1 - 8" x G" MJ TEE I,- 8" x G" MJ TEE c6 yai z
1 - G" MJ GATE VALVE it BOX i - G" MJ GATE VALVE 4 BOX p
I JOINT (I 8' MIN.) G" PRESSURE CLASS 350 MJ DIP JOINT (i 8' MIN.) G" PRESSURE CLASS 350 MJ DIP E s
1 - G" MJ PLUG PLAN VIEW - G" MJ PLUG 0 N
ALL JOINTS RESTRAINED ALL JOINTS RESTRAINED U
SCALE I "= 50' �L_
7r
o 25 so GO 200
Sole: I = 50'
PRELIMINARY
C II
ROJECT# 130903