20071039 Ver 3_401 Application_20071207

SINCE
0R p FROEHLING & ROBERTSON, INC.
ENGINEERING • ENVIRONMENTAL • GEOTECHNICAL
310 HUBERT STREET, RALEIGH, NC 276031 USA
T 919.828.3441 1 F 919.582.0304
1881
i
A
Attn: Amy Chapman
To: North Carolina Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh NC 27699-1650
We are sending you
The following items:
?Engineering Reports
?Test Reports
L i:: I B1
C,I_C 2001
OFNIK - WAT F_R QUALITY
VVkTlANDB.AND 3TO!?i4!&A!%P BRANCH
o`)-tD3c? v3
Date: December 3 2007
F&R No.: H66-5104E
Reference:: Resubmittal Pre-Construction Notification
for Nationwide Permit No. 12/NCDWQ
General Certification 3699
? Attached ? Under separate cover via
? Prints ? Copy of Letter ? Plans
? Samples ? Contract ? Other:
COPIES DATE NO. DESCRIPTION
5 Full Size Plans
1 Dec 3 07 PCN
1 Agent Authorization Letter
1 Figures (Site Location, USGS Topo, and Soil Survey Maps)
1 List of all features at or near the site
1 List of Lat/Lomg Coordinates
1 $540 Application Fee
Remarks:
Distribution:
Digitally signed by Tom Colson
DN: cn=Tom Colson, -US, o=Froehling and Robertson,
f! /( Date: 2= email=[e-mail]
03:00 -05'00'
200707.1 .12.04 14 03:00
Date:
05'00'
Signed
Form No. 1027
SINCE
FROEHLING & ROBERTSON, INC.
ENGINEERING • ENVIRONMENTAL • GEOTECHNICAL
310 HUBERT STREET, RALEIGH, NC 276031 USA
0 T 919.828.3441 1 F 919.582.0304
1881
December 3, 2007
Mr. Thomas Brown
Raleigh Regulatory Field Office
US Army Corps of Engineers
6508 Falls of the Neuse Road, Suite 120
Raleigh, NC 27615
Re: Resubmittal East Clayton and Wilson's Mills Sewer Line (Phase 1)
Nationwide Permit No. 12/NCDWQ General Certification 3699
F&R Project No. H66-5104E
Johnston County, North Carolina
Mr. Brown:
Froehling & Robertson, Inc. (F&R) is resubmitting the previously approved East Clayton
Willson's Mills (ECWM) PCN (attached) due to unforeseen additional wetland impacts. F&R
has been contracted by McKim and Creed PA to perform wetland consulting services on behalf
of Johnston County for the above-referenced project site. Johnston County is proposing to
expand a sewer line to improve municipal wastewater services for existing residential and
commercial properties, as well as reduce system operation and maintenance costs. The expansion
project will also provide safe and reliable wastewater system capacity in surrounding areas.
F&R is resubmitting Preconstruction Notifications (PCN) to obtain Nationwide Permit No. 12 for
Phase I East Clayton and Wilson's Mills Sewer Line. Transportation right of way restrictions and
unforeseen existence of larger than anticipated culvert installations has forced a realignment of
the proposed sewer line, resulting in additional impacts to streams and wetlands.
We have clarified the below listed changes to the impacts to the maximum extent practical, and
we call your attention to them in the enclosed Preconstruction Notification with bold font.
? The only additional wetland impact is a 0.130 acre impact to a wetland previously not
included on the original Preconstruction Notification. (C50B)
? An impact to a stream previously proposed as "Avoidance Installation above existing
culvert" is now proposed as "Excavation, Fill (riprap)" (Z/Sheet C38).
? A single impact to a stream proposed as "Excavate, Fill (riprap)" is now impacting the
same stream twice with the additional impact proposed as "Avoidance - location within
existing roadway" (D2 D3/ Sheet C58).
Project Site
HQ: 3015 DUMBARTON ROAD RICHMOND, VA 23228 USA T 804.264.2701 F 804.264.1202 www.FandR.com
VIRGINIA • NORTH CAROLINA • SOUTH CAROLINA • MARYLAND • DISTRICT OF COLUMBIA • EASTERN EUROPE
f&R
Phase I will consist of three separate segments. The first of these, Phase I-A, will install a new
sewer line that begins at the existing force main on the north side of NC Highway 42 at the
Neuse River; the line continues south to Gully Mill Creek; southwest to Glen Laurel Drive;
east/southeast to Powhatan Road; west/southwest to a railroad crossing; southeast/south to North
Tech Park Drive; and west/southwest to US Highway 70 Business (70-BUS). After crossing to
the west side of 70-BUS, the sewer line will connect to an existing force main. Site vicinity maps
(Figure 1), USGS topographic maps (Figures 2a & 2b), and NRCS Soil Survey maps (Figures 3a
& 3b) are included with the PCN.
Phase I-B begins at the existing Wilson's Mills Elementary School Pump Station; continues
south to an unnamed tributary of Poplar Creek; south across US Highway 70 Bypass (70-BYP)
to Twin Creek Road; west to the existing Wilson's Mills Pump Station, east to Swift Creek
Road; and southwest to 70-BUS. After crossing to the west side of 70-BUS, the sewer line will
connect to an existing force main, as well as to a new force main that comprises Phase I-C (see
below). Wastewater from Phase I-B will be able to be directed to either the existing force main
or the new force main (Phase I-C). Site vicinity maps (Figure 4), USGS topographic maps
(Figures 5a & 5b), and NRCS Soil Survey maps (Figures 6a & 6b) are included with the PCN.
Phase I-C begins at the terminus of Phase I-B at 70-BUS and continues southeast along 70-BUS
to the east side of the Neuse River in Smithfield. The new sewer line will parallel the existing
force main along 70-BUS, thereby minimizing impacts to wetlands, streams, and open waters.
Site vicinity maps (Figure 7), USGS topographic maps (Figures 8a & 8b), and NRCS Soil
Survey maps (Figures 9a & 9b) are included with the PCN.
Respectfully Submitted,
FROEHLING & ROBERTSON, INC.
DigUly signed by Tom Colson
DIN -Tom Colson, c=US, o=Froehling and
Robertson, Inc., ou=66E, email=TColson@FandR.
com
`,• r?- - - Date: 2007.12.0408: 41: 19-0500'
Thomas P. Colson, CFM, GISP, PhD
Water Resources and GIS Coordinator

Christopher J. Burkhardt
Land Planning Group Manager
Digitally signed by Tom Colson
DN: cn=Tom Colson, c=US,
o=Froehiing and Robertson,
Inc., ou=66E,
email=[e-mail]
Date: 2007.12.04 08:42:13
-05,00,
TPC/CJB:tpc
Attachments: PreConstruction Notification
cc: North Carolina Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh NC 27699-1650
Johnston County
c/o Carl Trautman
McKim & Creed, PA
200 MacKenan Court
Cary, NC 27511
McKim & Creed
ECWM PCNResubmitta1
December 4 2007
2
F&R Project H66-5104E.
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
® Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP No. 12 & WQC #3699
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
IL Applicant Information
Owner/Applicant Information
Name: Johnston County
Mailing Address: c/o Carl Trautman
200 MacKenan Court
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Thomas Colson
Company Affiliation: Froehling & Robertson, Inc. (F&R)
Mailing Address: 310 Hubert Street
Raleigh, NC 27603
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: tycolson(cifandr.com
Page 1 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Phase I of East Clayton and Wilson Mills Sewer Line
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): The project as proposed will place a 20-foot
utility easement in parcels 167900-81-4071, 16700-68-9928 and 167800-88-6893 (Johnston
County GIS). The project will also place a utility easement on a parcel recorded in Deed
Book 1829, Page 503 (Johnston County Register of Deeds). The remaining portions of the
project will be placed in existing utility easements or DOT Right of Ways.
4. Location
County: Johnston Nearest Town: Smithfield
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): Phase I, Part A (I-A):
bin at existing force main on north side of NC Highway 42 at Neuse River: follow south to
Gully Mill Creek; follow southwest to Glen Laurel Drive; follow east/southeast to Powhatan
Road: follow west/southwest to railroad crossing: follow southeast/south to North Tech Park
Drive: follow west/southwest to US Highway 70 Bus. (see Figures 1, 2a & 2b, and 3a & 3b).
Phase I, Part B (I-B): begin at Wilson Mills Elementary School Pump Station: follow
south to unnamed tributary, of f Poplar Creek: follow south across US Highway 70 Bypass to
Twin Creek Road; follow west to Wilson Mills Pump Station and east to Swift Creek Road;
follow southwest to US Highway 70 Bus. (see res 4, 5a & 5b, 6a & 6b).
Phase I, Part C (I-C): begin at terminus of I-B at US Highway 70 Bypass; follow
southeast to Neuse River
Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Page 2 of 12
Decimal Degrees (6 digits minimum): Please see Attachment 2.
6. Property size (acres
7. Name of nearest receiving body of water:
8. River Basin: Neuse - 03020201
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http:/,`h2o.enr.state.ne.us/admin,"mgps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Predominant existing conditions on the proiect site are
rights-of-way for state, county, and local roadways that were previously impacted during
road construction or utility installation. Other conditions encountered at or near the project
site include undeveloped agTicultural and forested lands; private commercial, recreational,
and residential properties; and cemeteries and churches.
The condition of wetlands, streams, and/or open waters within or adiacent to the project
site, as identified by F&R and verified by USACE and DWQ, are described for each Phase of
the project in Attachment 1. Wetlands within the project site include herbaceous and/or
forested areas, riparian buffers, and roadside swales. Streams within the project site include
Neuse River, Gulley Mill Creek and unnamed tributary, Reedy Branch and unnamed
tributaries, Little Poplar Creek and unnamed tributary, Poplar Creek, and unnamed
tributaries, and unnamed tributaries of Swift Creek. Open waters were also observed within
the project site area and consist of mostly man-made ponds in uplands present in areas
adiacent to the proiect site.
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project will involve the installation of sanitary sewer force main and pump station
appurtenances to provide better sanitary sewer service to the residents of Johnston County.
The project will require extensive linear excavation and backfilling using a backhoe, dump
trucks in select cases and traffic control equipment.
11. Explain the purpose of the proposed work: The proposed sewer line will improve municipal
wastewater services for existing residential and commercial properties and reduce system
operation and maintenance costs. The project will also provide additional safe and reliable
wastewater system capacity for future growth in areas surrounding the project site. Please see
the attached cover letter for additional proiect information.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
Page 3 of 12
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. 401 Water Quality Certification previously issued October 1, 2007 as
DWQ Project # 07-1039. This application is submitted as a modification to the previously
approved certification. Additional impacts are hiahliahted with bold font.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
F&R is not aware of future permit requests that may be needed for this project.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The only permanent impact
proposed to wetlands is excavation and filling with riprap of two forested wetlands and one
herbaceous wetland.
The project also includes permanent impacts to 11 perennial streams. The impacts consist
of excavation and fill (riprap) to place the force main under Gulley Mill Creek (at three
crossings), an unnamed tributary (UT) of Gulley Mill Creek, a UT of Little Poplar Creek,
Poplar Creek (at two crossings), a UT of Reedy Branch, and two UTs of Swift Creek.
Details of each impact are presented in the attached plans and specifications.
Construction activities will be in accordance with conditions of WQC #3699 and appropriate
best management practices for sedimentation and erosion control and protection of
downstream natural resources including fish, shellfish, and vegetation. Excavated areas will
be stabilized with stone or riD-ran and eeotextile fabric.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Page 4 of 12
Located within Distance to Area of
Wetland Impact Type of Wetland 100-year Nearest Impact
Site Number (e.g., forested, marsh, Floodplain Stream (acres)
ndicate on ma Type of Impact herbaceous, bog, etc. es/no linear feet
PHASE I-A
AB / Sheet C4 Excavation, Fill (riprap) Forested Yes 44 0.006

I / Sheet C16 Avoidance-installation Herbaceous & forested
No
0
0
below existing culvert (within roadside swale)
PHASE I-B

B2 /Sheet C53 Avoidance - directional Herbaceous & forested
No
0
0
drilling (within roadside swale)
PHASE I-C
Z / Sheet C38 Excavation, Fill (riprap) Forested (adjacent to No 20 0.009
channel)
DD / Sheets C43 Avoidance - location
within existing roadway Forested Yes >1,000 It 0
& C44 right-of-way
EE / Sheet C44 Excavation, Fill (riprap) Herbaceous Yes 50 It 0.041
C50B Excavation, Fill Forested No 150 0.130
Total Wetland Impact (acres) 0.186
3. List the total acreage (estimated) of all existing wetlands on the property 1.5 acre
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact Perennial or Average Impact Area of
Number Stream Name Type of Impact Intermittent? Stream Width Length Impact
(indicate on map) Before Impact (linear feet) (acres)
PHASE I -A
Avoidance - location
Al /Sheet CI/C2 Neuse River within existing Perennial 17 0 0
roadway right-of-way
A2 / Sheet C2 Neuse River Avoidance - Perennial 190 0 0
Directional Drilling
B 1 a / Sheet C2/C3 Gulley Mill Excavate, Perennial 32 15 0
011
Creek Fill (riprap) .
Blb / Sheet C3 Gulley Mill Excavate, Perennial 28 15 0
010
Creek Fill (riprap) .
Page 5 of 12
Stream Impact Average Impact Area of
Number Stream Name Type of Impact Perennial or Stream Width Length Impact
(indicate on map) Intermittent? Before Impact (linear feet) (acres)
B / Sheet C4/C7 Gulley Mill Excavate, Perennial 41 15 0
014
Creek Fill (riprap) .
C / Sheet C4 UT Gulley Mill Excavate, Perennial 15 15 0
005
Creek Fill (riprap) .
Avoidance -
I / Sheet C16 Reedy Branch Installation below Perennial 10 0 0
existing culvert
PHASE I -B
D3 / Sheet C58 UT Little Poplar Excavate, Perennial 26 10 0
006
Creek Fill (riprap) .
Avoidance -
D2 / Sheet C58 UT Little location within Perennial 10 0 0
Poplar Creek existing roadway
C2 / Sheet C57 Poplar Creek Excavate, Perennial 10 10 0.002
Fill (riprap)
C3 / Sheet C57 Poplar Creek Excavate, Perennial 10 10 0.002
Fill (riprap)
B2 / Sheet C53 UT Poplar Creek Avoidance - Perennial 24 0 0
Directional Drilling
A2 / Sheet C51 A Little Poplar Avoidance - Perennial 36 0 0
Creek Directional Drilling
PHASE I -C
X / Sheet C36 UT Reedy Excavate, Perennial 25 15 0
009
Branch Fill (riprap) .

UT Reedy Avoidance -
Non-
Y / Sheet C37 Installation above important 15 0 0
existing culvert
Z / Sheet C38 UT Swift Creek Excavate, Perennial 15 12 0.004
Fill (riprap)
AA / Sheet C39 UT Swift Creek Excavation, Perennial 15 15 0
005
Fill (riprap) .
BB / Sheet C40 UT Swift Creek Excavation, Perennial 6 15 0
002
Fill (riprap) .
Total Stream Impact (by length and acreage) 147 0.070
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Page 6 of 12
Open Water Impact
Name of Waterbody Type of Waterbody Area of
Site Number
(if applicable) T e of Im act
yp p lake, ond, estuary
( P , sound, bay,
Impact
(indicate on map) ocean, etc.) (acres)
PHASE I-B
Avoidance - location
Open Water 12 N/A outside of riparian Pond in Upland 0
buffer
Avoidance - location
Open Water H2 N/A outside of riparian Pond in Upland 0
buffer
Total Open Water Impact (acres) 0
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.070
Wetland Impact (acres): 0.186
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.256
Total Stream Impact (linear feet):' 147
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
No impacts are proposed to isolated waters.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
Page 7 of 12
techniques to be followed during construction to reduce impacts. Avoidance and
minimization of direct impacts was a primary concern recognized throughout project plannjn&
resulting in development and consideration of numerous alternative designs.
Specific measures incorporated to avoid proposed impacts in the proposed design include a)
locating the sewer line in existing roadway easements to the extent practical; b, locating ewer
line parallel to existing streams and outside of 50' riparian buffers; c) directional drilling where
not cost-prohibitive (Neuse River, Little Poplar Creek, and unnamed tributary of Poplar Creek)
d) installation below existing culverts (Reedy Branch, Poplar Creek); and e) installation above
existing culverts (unnamed tributary of Swift Creek). Streams and wetlands avoided on the
project site are listed in the streams and wetlands impact tables respectively in Section IV
Specific measures taken to minimize impacts in the proposed design include 1) near-
perpendicular crossings of channels where avoidance was not practical (e.g., directional drilling
cost prohibitive, use of previously impacted existing easement not possible; installation of sewer
line above or below existing culverts not practical); reduced stabilization of excavated areas
with stone or rip-rap and geotextile fabric; compliance with conditions of WQC #3374 and
appropriate best management practices.

Due to factors not previously evaluated for the June 2007 401/404 PCN Submittal for Phase I of
the East Clayton/Wilson's Mills Wastewater Transmission Improvements, portions of the
proposed force main alignment have been adjusted. Some of these adjustments result in changes
to previously stated wetland and stream impacts. There were no changes in the amount of
impacts to Zones 1 and 2 of Neuse River Buffers. The adjustments that are associated with
changes in impacts are summarized as follows:
Sheet C38 - The original alignment on this sheet showed the proposed force main passing below
an existing storm drainage box culvert at station 329+00. Existing utilities that also pass under
and above the existing storm drainage culvert provide too many conflicts with the previous
alignment. As a result, the proposed alignment is now shown going around the existing box
culvert and through the existing stream and wetland area. This crossing is proposed as
perpendicular to the existing stream.
Sheet C50B - The original alignment in this area involved installing the proposed 10" sanitary
sewer force main in the Swift Creek Road right of way. Due to existing Ly conflicts within
the same right of way, this alignment is no longer feasible. The current alignment shown on sheet
C50B instead will turn off of Swift Creek Road through an existing Johnston County Public
Utilities Department gravity sewer easement. This permanent, maintained easement is located in
an area that is flagged as a wetland area. The proposed force main will pass through this wetland
area in the existing easement. Previously, this wetland area was unaffected by the proposed
construction activity. Please note that sheet C50B and C5 1A replace C50 and C51, respectively
The changes listed above resulted in additional wetland and stream impacts. These impacts are
included on the revised PCN application. In addition, the total estimated existing wetlands on the
property increased due to the inclusion of the wetlands on C50B. This increase is shown on the
Page 8 of 12
revised PCN application as well. The cumulative impacts are revised as a result of the above
changes in addition to impacts listed in the individual wetland and stream impact tables.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http:/,,"h2o.enr.state.nc.us/ncwetlands/stnngide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Payment in to the North Carolina Ecosystem Enhancement Proaam is proposed.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http:;`/h2o.enr.stite.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): N/A
Page 9 of 12
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): 0.186
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ?
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ® No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ® No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 213.0259 (Tar-Pamlico), 15A NCAC 0213.0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify)? Yes? 15A NCAC 2B .0233 (Meuse) No ?
2 If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers. See Attachment 3.
3.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 21772.13 3 (2.5 for Catawba) None
2 35914.17 1.5 None
Total 57686.3 None
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 10 of 12
4. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 213.0242 or.0244, or.0260. Buffer Mitigation is not Required
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss stormwater
controls proposed in order to protect surface waters and wetlands downstream from the property. If
percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed
impervious level. Introduction of additional impervious surfaces are not anticipated for the
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
The proposed project is a municipal wastewater force main, designed to increase available
capacity for current and future development within the area of the project site. Wastewater
carried by the proposed force main would be treated in a local wastewater treatment facility
according to state and local regulations prior to being discharged into the Neuse River.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ® No ?
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http:hh2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
The proposed force main is intended to provide a safe and reliable sewer system for future
growth in the project service area as well as for existing residential and commercial land uses in
the area. The proposed project will also reduce overall system operation and maintenance costs.
The project will provide additional safe and reliable wastewater system capacity for future
growth in areas surrounding the project site. The project service area is an area of heavy growth
within Johnston County. The rate of growth in the project planning area is anticipated to impact
current land use with planned developments. This development trend is likely to continue with or
with out this project, however, this project may hasten this trend. The majority of new
development within this area is anticipated to be residential.
Indirect and cumulative water quality impacts may accrue from future development. It is
presumed that future development will be in accordance with Johnston County Land Use
Page 11 of 12
Ordinances, NCDENR Sediment and Erosion Control Plans, as well as the Neuse River Basin
Riparian Buffer Rules. However, loss of riparian forests and increased impervious surface area
reduces rainfall infiltration, increases soil erosion, and concentrates pollutants. Urban stormwater
pollutants include motor vehicle fluids, heavy metals, pesticides, fertilizers, solvents, detergents,
eroded soil, and animal waste. Peak stream flows are typically increased, causing stream bank
erosion, channel destabilization, deuadation of in-stream habitat, and increased magnitude and
frequency of flooding. Conversely, the increase in impervious surface area and soil compaction
that occurs with development can reduce infiltration rates, which may in turn reduce base stream
flows during dry weather, adversely affecting aquatic habitat.
Sediment, nutrients, and other forms of pollution from agricultural sources will likely decline
as the area develops, but urban stormwater impacts will likely increase. The installation of the
sewer line will allow for future sewer network expansion within the protect service area. Such an
expansion would permit the abandonment of individual septic systems within the basin, which
could have a direct, positive impact on basin-wide water quality.
YV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
No constraints are anticipated.
Digitally signed by Tom Colson
DN: cn=Tom Colson, c=US, o=Froehling and
Robertson, Inc., an, 12/04/2007
email=[e-mail]
Date: 2007.12.04 08:43:01 -05'00'
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
SINCE
V`
1881
October 10, 2006
FROEHLING & ROBERTSON, INC.
GEOTECHNICAL • ENVIRONMENTAL • MATERIALS
ENGINEERS • LABORATORIES
"OVER ONE HUNDRED YEARS OF SERVICE"
310 HUBERT STREET • RALEIGH, NC 27603
PHONE: [phone] • FAX: [phone]
US Army Corps of Engineers (USACE)
Raleigh Regulatory Field Office
6508 Falls of the Neuse Rd., Suite 120
Raleigh, NC 27615
Re: Agent Authorization
Proposed East Clayton / Wilson Mills Sewer Improvement
F&R Project H66-5104E
Clayton & Smithfield, Johnston County, North Carolina
The undersigned hereby authorizes Froehling & Robertson, Inc. (F&R) to proceed on behalf of the
property owner(s) as the technical agent for wetland and stream identification, delineation, and
permitting for the above referenced project site. All site visits by regulatory personnel must be
coordinated in advance with F&R.
This letter supersedes any previous agent authorizations.
Sincerely,
FROEHLING & ROBERTSON, INC.
Digitally signed by Tom Colson
DN: cn=Tom Colson, c=US,
Ca?3y I o=Froehling and Robertson, Inc.,
ou=66E, email=[e-mail]
Date: 2007.12.04 084432 -05'00'
Stephen R. Colbert, Ph.D., LSS
Natural Resources Specialist
Signature: G ?r Signature:
Printed Name: i iv a .? G • BK>- n-L,-Pa Printed Name:
Organization: Jo I,S??+. Cocr--?t .? Organization:
Mailing
Address: ? 2z c.73
l? G
2-74=>-77 Mailing
Address:
Phone Number: of X33 3 Phone Number:
HEADQUARTERS: 3015 DUMBARTON ROAD • BOX 27524 • RICHMOND, VA 23261-7524
TELEPHONE: [phone] • FAX: [phone]
BRANCHES: ASHEVILLE, INC • BALTIMORE, MD • CHARLOTTE, NC • CHESAPEAKE, VA
CROZET, VA • FAYETTEVILLE, INC • FREDERICKSBURG, VA
GREENVILLE, SC • HICKORY, NC • RALEIGH, NC • ROANOKE, VA • STERLING, VA
/f Nliv ?- c,c?
Michael F. Easley. Governor
1
William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
Mr. Rick J. Hester, County Manager
Johnston County Courthouse
Post Office Box 1049
Smithfield, North Carolina 27577
Dear Mr. Hester:
April 2, 2007
I?
r-/ 1
SUBJECT: Johnston County
Engineering Report
Project No. CS370560-09
This is to inform you that the Finding of No Significant Impact (FNSI) and the
Environmental Assessment have been submitted to the State Clearinghouse. The documents will
be advertised for thirty (30) calendar days in the N.C. Environmental Bulletin. Advertising the
FNSI is required prior to a local unit of government receiving financial support from the State
Revolving Loan program. You will be informed of any significant comment or public objection
when the advertisement period is completed.
A copy of the documents is transmitted for your record. The documents should be made
available to the public.
If there are any questions, please contact me at [phone].
JMH/sd
Sincerely,
Daniel M. Blaisdell, P.E., Assistant Chief
Engineering Branch
Cc: Hazen & Sawyer - Bob Berndt, P.E. (w/attachment)
Jennifer Haynie
DWQ - Raleigh Regional Office
PMB/DMU/FEU/SRF
Construction Grants and Loans Section
1633 Mail Service Center Raleigh NC 27699-1633
Phone: [phone] / FAX: [phone] / Internet: www.nccgl.net

NorthCarolina
'Naturalltl
FINDING OF NO SIGNIFICANT IMPACT
AND ENVIRONMENTAL ASSESSMENT
JOHNSTON COUNTY
WASTEWATER COLLECTION AND TREATMENT FACILITIES IMPROVEMENTS
RESPONSIBLE AGENCY: NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAI, RESOURCES
CONTACT: JOHN R. BLOWE, P.E., CHIEF
CONSTRUCTION GRANTS AND LOANS SECTION
DIVISION OF WATER QUALITY
1633 MAIL, SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1633
[phone]
April 2, 2007
FINDING OF NO SIGNIFICANT IMPACT (FNSI)
Article 1, Chapter I I3A of the North Carolina General Statutes requires an action to be subject to
the requirements of the North Carolina Environmental Policy Act (NCEPA) if it involves the
expenditure of public funds and a potential impact is anticipated to the environment. The project
has been evaluated for compliance with the NCEPA and determined to be a major agency action
which will affect the environment.
Project Applicant: Johnston County
Project Description: The proposed Johnston County, North Carolina wastewater treatment
and transmission facilities improvements project includes the phased
upgrade and expansion of an existing 7.00 MGD wastewater
treatment plant to 13.5 MGD, the construction of new wastewater
transmission facilities, and the expansion of the County's existing
reclaimed water system. This project will serve portions of Johnston
County, North Carolina and the Towns of Smithfield, Selma, Four
Oaks, and Pine Level.
Project Number: CS370560-09
Project Cost: $15,805,000
State R&olving Fund
Loan: $15,000,000
Local Funding: $805,000
The review process indicated that significant adverse environmental impacts should not occur if
mitigative measures are implemented, and an environmental impact statement will not be
required. The decision was based on information in the engineering report and reviews by
governmental agencies. An environmental assessment supporting this action is attached. This
FNSI completes the environmental review record, which is available for inspection at the State
Clearinghouse.
No administrative action will be taken on the proposed project for at least thirty days after
notification that the FNSI has been published in the North Carolina Environmental Bulletin.
?Sinc imek, P. E. it c or
Water Quality
mAPQvE4mtion Begin - - Wisteria - a?40Wisteria Dr
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Section End
SITE LOCATION MAP: Phase I Section A I-A North
Client: Town of Clayton
FROEH LING & ROBERTSON, INC. Pro ect: East Cla ton and Wilson Mills Sewer Line
?O GEOTECHNICAL • ENVIRONMENTAL • MATERIALS Location: Clayton & Smithfield, Johnston County, NC
a ENGINEERING • LABORATORIES F&R Project No: H66-5104E
www.mapgL1est.com
D it `'(i(i Approximate Scale: 1"=2,180' Fi -lure 1.,
USGS TOPO MAP (10 ft contours) : I -A North
Client: Town of Cla on
FROEH LING & ROBERTSON, INC. Pro ect: East Clayton and Wilson Mills Sewer Line
GEOTECHNICAL e ENVIRONMENTAL e MATERIALS Location: Clayton & Smithfield, Johnston County, NC
vv?? ENGINEERING a LABORATORIES F&R Project No: H66-5104E
"Over one hundred years of service" Source: USGS, Clayton Quad (1993)
Date: May 2007 A roximateScale:1"=970' Figure 2a
USGS TOPO MAP 10 ft contours : I A cont. North
Client: Town of Cla on
FROEH LING & ROBERTSON, INC. Pro ect: East Cla on and Wilson Mills Sewer Line
GEOTECHNICAL e ENVIRONMENTAL e MATERIALS Location: Clayton & Smithfield, Johnston County, NC
vv?? ENGINEERING a LABORATORIES F&R Project No: H66-5104E
"Over one hundred years of service" Source: USGS, Clayton & Powhatan Quads (1993)
Date: May 2007 A roximateScale:1"=970' Figure 2b
NRCS SOIL SURVEY: I-A North
Client: Town of Clayton
FROEH LING & ROBERTSON, INC. Pro ect: East Cla ton and Wilson Mills Sewer Line
?O GEOTECHNICAL • ENVIRONMENTAL • MATERIALS Location: Clayton & Smithfield, Johnston County, NC
O? ENGINEERING • LABORATORIES F&R Project No: H66-5104E
"Over one hundred years of service" Source: NRCS, 1994
Date: May 2007 A roximate Scale: 1" = 960' Fi ure 3a
NRCS SOIL SURVEY: I-A cont. North
Client: Town of Clayton
FROEH LING & ROBERTSON, INC. Pro ect: East Cla ton and Wilson Mills Sewer Line
?O GEOTECHNICAL • ENVIRONMENTAL • MATERIALS Location: Clayton & Smithfield, Johnston County, NC
O? ENGINEERING • LABORATORIES F&R Project No: H66-5104E
"Over one hundred years of service" Source: NRCS, 1994
Date: May 2007 A roximate Scale: 1" = 960' Fi ure 3b
SYMBOL NAME
AaA Altavista fine sandy loam, 0 to 2 percent slopes. oc :uanalty flooded
Ante Apphng -Marlboro Complex. I to 6 percent slopes
AsA Augusta sandy loam. 0 to 2 percent slopes. occasWMlly, flooded
AuA Autryville sand. 0 to 2 percent slopes
Bb Bibb sandy loam, frequently flooded
BnA Blanton sand. 0 to 3 percent slopes
BoA Bonneau sand. 0 to 3 percent slopes
Cos Cecil loam, 2 to 6 percent slopes
COC Cecil loam, 6 to 10 percent slopes
Ch Cnewacta loam, frequently flooded
COB Cowans loamy sand, 2 to 6 percent slopes
Coc Cowans loamy sand. 6 to 10 percent slopes
DOA Dogue fine sandy loam. 0 to 2 percent slopes
FaA Facevrtle sandy loam, 0 to 2 percent slopes
File Facevlne sandy loam. 2 to 6 percent slopes
FuA Fuquay sand. 0 to 3 percent slopes
Gee Gilead sandy team, 2 to 8 percent slopes
GeD Gilead sandy loam. 8 to 15 percent slopes
GoA Goldsboro sandy roam, 0 to 2 percent Mopes
Gr Grantham silt loam
LaB Lakeland sand, 0 to 6 percent slopes
Le Leaf sdt loam
Ly Lynchburg sandy loam
MaA Marlboro sandy loam, 0 to 2 percent slopes
Mae Marlboro sandy loam. 2 to 8 percent slopes
Mce Marlbaro-CoO Complex, 2 to a porcont alcpoa
Na Nahunta silt loam
NkB Nankin fine sandy loam. 2 to 6 percent slopes
NnB Nason sift loam, 2 to 8 percent slopes
NnD Nason sin loam. 810 15 percent slopes
NnE Nason sin loam. IS to 25 percent slopes
NoA Norfolk loamy sand, 0 to 2 percent slopes
Note Norfolk loamy sand. 2 to 6 percent Mopes
NuA Norfolk Urban land complex. 0 to 3 percent slopes
PaD Pacolet loam. 10 to 15 percent slopes
PaE Parblet loam, 15 to 25 percent slopes
Pn Pantego team, occasionally flooded
Ra Rains sandy roam
RbA Rains-Urban land complex, 0 to 2 Percent slopes
RnF Ran sandy loam. 15 to 40 percent slopes
Ro Roanoke loam, occasionally flooded
StA State sandy seam, 0 to 3 percent slopes. occasionally flooded
Ta Tarboro loamy sand, rarely flooded
Tit Tasnot loam
To Tomotley sandy Loam, rarely flooded
Lice lichee loamy coarse sand. 2 so 6 percent slopes
Ucc Uchoo loamy coarse sand. 6 to 12 percent slopes
Ud Udonhents. loamy.
Vas Vance coarse sandy loam, 2 to 8 percent slopes
VrA Vanna loamy sand. 0 to 2 percent slopes
Vr8 Vanna loamy sand. 2 to 6 percent Mopes
Wise W agram loamy sand, 0 to 6 percent Mopes
Wh Weheo loam, occasionally flooded
WOO Wedowee sandy loam. 2 to a percent slopes
woo Wedowee sandy loam, 8 to 15 percent slopes
WI Wehadree loam, frequently flooded
W. Wehadkee-Chastain association. frequently flooded
Each delineated area is dentihed by the symbol Lid and furlrW KlOnli led with one
of lour labels on the map These Labels are Borrow Pit or BP Landfill or LF. Cut
and Fill or CAF. and Airfield
SOIL SURVEY LEGEND- JOHNSTON COUNTY, NC
Client: Town of Cla on
FROEH LING & ROBERTSON, INC. Protect: East Clayton and Wilson Mills Sewer Line
GEOTECHNICAL a ENVIRONMENTAL a MATERIALS Location: Clayton & Smithfield, Johnston County, NC
v? ENGINEERING a LABORATORIES F&R Project No: H66-5104E
"Over one hundred years of service" Source: NRCS, 1994
Date: May 2007 Figure 3c
800m
0?2400ft

Wilsons Mills
Section
70
fry . 1 .?

M
r, 2007 P,1apQueSt, llic 1k. 2007 Tole Atlas
r
SITE LOCATION MAP: Phase I Section B I-B North
Client: Town of Clayton
FROEH LING & ROBERTSON, INC. Pro ect: East Cla ton and Wilson Mills Sewer Line
?O GEOTECHNICAL • ENVIRONMENTAL • MATERIALS Location: Clayton & Smithfield, Johnston County, NC
a ENGINEERING • LABORATORIES F&R Project No: H66-5104E
"Over one hundred years of service" Source: www.mapquest.com
Date: May 7007 Approximate Scale: 1"=3,840' Figure 4
USGS TOPO MAP 10 ft contours : I-B North
Client: Town of Clayton
FROEH LING & ROBERTSON, INC. Pro ect: East Cla ton and Wilson Mills Sewer Line
?O GEOTECHNICAL • ENVIRONMENTAL • MATERIALS Location: Clayton & Smithfield, Johnston County, NC
a ENGINEERING • LABORATORIES F&R Project No: H66-5104E
"Over one hundred years of service" Source: USGS Selma Quad (1988)
Date: May 2007 Approximate Scale: 1" = 970' Figure 5a
USGS TO PO MAP 10 ft contours : I-B cont. North
Client: Town of Clayton
FROEH LING & ROBERTSON, INC. Pro ect: East Cla ton and Wilson Mills Sewer Line
?O GEOTECHNICAL • ENVIRONMENTAL • MATERIALS Location: Clayton & Smithfield, Johnston County, NC
O? ENGINEERING • LABORATORIES F&R Project No: H66-5104E
"Over one hundred years of service" Source: USGS Powhatan (1993) & Selma (1988) Quads
Date: May 2007 Approximate Scale: 1"=970' 1 Figure 5b
NRCS SOIL SURVEY: I-B NOrtn
Client: Town of Clayton
FROEH LING & ROBERTSON, INC. Pro ect: East Cla ton and Wilson Mills Sewer Line
Cp GEOTECHNICAL • ENVIRONMENTAL • MATERIALS Location: Clayton & Smithfield, Johnston County, NC
fa ENGINEERING • LABORATORIES F&R Project No: H66-5104E
"Over one hundred years of service" Source: NRCS, 1994
Date: May 2007 Approximate Scale: 1" = 950' Figure 6a
NRCS SOIL SURVEY: I-B cont. North
Client: Town of Clayton
FROEH LING & ROBERTSON, INC. Pro ect: East Cla ton and Wilson Mills Sewer Line
?O GEOTECHNICAL • ENVIRONMENTAL • MATERIALS Location: Clayton & Smithfield, Johnston County, NC
O? ENGINEERING • LABORATORIES F&R Project No: H66-5104E
"Over one hundred years of service" Source: NRCS, 1994
Date: May 2007 Approximate Scale: 1" = 950' Figure 6b
Continued
CL
A
A
x
m?
?DlFF1StO1Y 3
County
?f
C 2007 MapQues#, Inc C 2007 Tele Atlas
reCK

Section End
Ntuse River
soom
Fi{
SITE LOCATION MAP: Phase I Section C I-C North
Client: Town of Clayton
FROEH LING & ROBERTSON, INC. Pro ect: East Cla ton and Wilson Mills Sewer Line
?O GEOTECHNICAL • ENVIRONMENTAL • MATERIALS Location: Clayton & Smithfield, Johnston County, NC
O? ENGINEERING • LABORATORIES F&R Project No: H66-5104E
"Over one hundred years of service" Source: www.mapquest.com
Date: May 2007 Approximate Scale: 1" = 3,840' Figure 7
USGS TOPO MAP (10 ft contours) : I-C With
Client: Town of Clayton
FROEH LING & ROBERTSON, INC. Pro ect: East Cla on and Wilson Mills Sewer Line
GEOTECHNICAL • ENVIRONMENTAL • MATERIALS Location: Clayton & Smithfield, Johnston County, NC
vv?? ENGINEERING • LABORATORIES F&R Project No: H66-5104E
"Over one hundred years of service" Source: USGS Powhatan (1993) & Selma (1988) Quads
Date: May 2007 A roximate Scale: 1" =1,070' Figure 8a
USGS TO PO MAP (10 ft contours): I-C (cont.) North
Client: Town of Cla on
FROEH LING & ROBERTSON, INC. Pro ect: East Clayton and Wilson Mills Sewer Line
GEOTECHNICAL • ENVIRONMENTAL • MATERIALS Location: Clayton & Smithfield, Johnston County, NC
vv?? ENGINEERING • LABORATORIES F&R Project No: H66-5104E
"Over one hundred years of service" Source: USGS, Selma Quad (1988)
Date: May 2007 A roximate Scale: 1" =1,070' Figure 8b
NRCS SOIL SURVEY: I-C NOrtn
Client: Town of Clayton
FROEH LING & ROBERTSON, INC. Pro ect: East Cla ton and Wilson Mills Sewer Line
?O GEOTECHNICAL • ENVIRONMENTAL • MATERIALS Location: Clayton & Smithfield, Johnston County, NC
a ENGINEERING • LABORATORIES F&R Project No: H66-5104E
"Over one hundred years of service" Source: NRCS, 1994
Date: May 2007 Approximate Scale: V= 1,120' Figure 9a
Section End
NRCS SOIL SURVEY: I-C cont. North
Client: Town of Clayton
FROEH LING & ROBERTSON, INC. Pro ect: East Cla ton and Wilson Mills Sewer Line
?O GEOTECHNICAL • ENVIRONMENTAL • MATERIALS Location: Clayton & Smithfield, Johnston County, NC
O? ENGINEERING • LABORATORIES F&R Project No: H66-5104E
"Over one hundred years of service" Source: NRCS, 1994
Date: May 2007 Approximate Scale: 1" =1,120' Figure 9b
Attachment 1. List of wetland & stream features located on or near the project site and verified by US Army Corps of Engineers (USACE)
and North Carolina Division of Water Quality (DWQ) with Froehling & Robertson, Inc. (F&R) for Phase I of East Clayton and Wilson Mills
Sewer Line Project, Smithfield, Johnston County, North Carolina. F&R Project # H66-5104; Client: Town of Clayton; Date: 05/14/07. Please
note that impacts to wetland AB resulted from a design change after field verification with the DWQ and USACE and therefore have not been
verified.
PRESENT ON:
PCN FIGURE MCKIM & F&R FIELD NRCS USGS VERIFIED
FEATURE PHYSICAL CREED FLAG SOIL TOPO FEATURE TYPE REGULATORY
LABEL LOCATION SHEET ID SEQUENCE SURVEY SURVEY (USACE / DWQ) JURISDICTION
PHASE I-A
Channel Al Not Flagged Important / USACE / DWQ /

(Meuse River) North of Hwy 42 C2 (top-of-bank Yes Yes
erennal
Perennial NRRB
by surveyor) No Impact

Channel A2 Not Flagged
Important/
USACE /DWQ/
(Neuse River) South of Hwy 42 C2 (top-of-bank Yes Yes Perennial NRRB
b surveyor)
Channel 131a South & west of Neuse Not Flagged Important / USACE / DWQ /
(Gulley Mill River between Hwy 42 C2 (top-of-bank Yes Yes Perennial NRRB
Creek) & Glen Laurel Rd by surveyor)

Channel Blb South & west of Neuse
Not Flagged
(Gulley Mill River between Hwy 42 C3 (top-of--bank Yes Yes Important / USACE / DWQ /
Creek) & Glen Laurel Rd. by surveyor) Perennial NRRB
(south of Bla)
Channel C West of Gulley Mill Not Flagged Important/ USACE / DWQ /
(UT Gulley Creek between Hwy 42 C4 (top-of-bank Yes Yes
Perennial
NRRB
Mill Creek) & Glen Laurel Rd by surveyor)
West of Gulley Mill
Wetland AB Creek between Hwy 42 C4 ABl-AB12 N/A N/A Forested NOT VERIFIED
& Glen Laurel Rd
Channel B

(Gulley Mill North of Glen Laurel
C7
Al - A18
Yes
Yes Important / USACE / DWQ /

Creek) Rd Perennial NRRB
Attachment 1. (Continued). Verified wetland & stream features for Phase I of East Clayton and Wilsons Mill Sewer Line Project,
Smithfield, Johnston County, North Carolina F&R Project # H66-5104; Client: Johnston County.
PRESENT ON:
PCN FIGURE MCKIM & F&R FIELD NRCS USGS VERIFIED
FEATURE PHYSICAL CREED FLAG SOIL TOPO FEATURE TYPE REGULATORY
LABEL LOCATION SHEET ID SEQUENCE SURVEY SURVEY (USACE / DWQ) JURISDICTION
Wetland D East of Glen Laurel Rd C9 C1 - C6 N/A N/A Herbaceous USACE
No Impact
Channel D East of Glen Laurel Rd C9 131-1311 Yes No Ephemeral None
Channel E East of Glen Laurel Rd C9 Not Flagged Yes No Not Observed None
Open Water F East of Glen Laurel Rd, CI L Not Flagged Yes Yes Upland Pond None
north of Powhatan Rd

Wetland G South of Powhatan Rd,
C12
001 - 007
N/A
N/A Herbaceous/
None
west of Glen Laurel Rd Agricultural
Channel H South of Powhatan Rd C14 Not Flagged No No Agricultural None
Ditch
North of North Tech

Wetland I
Park Dr
east of
C16 EEL - EE9
N/A
N/A
Roadside Swale
USACE
,
Bestwood Dr. (not surveyed)
Channel I North of North Tech DD 1 - DD6 Unimportant / USACE / DWQ /
(Reedy Park Dr, west of C16 (not surveyed) Yes No Intermittent NRRB
Branch) Bestwood Dr.
North of North Tech

Wetland J
Park Dr.
west of US
C16 PP 1 - PP4
N/A
N/A
Roadside Swale
None
,
Highway 70 (not surveyed)
PHASE I- B
South of US Hwy 70 Not Flagged

Open Water 12
Bus, east of Bucket
C59
(top-of-bank
No
No
Pond in Upland USACE

Jones Rd
by surveyor) No Impact
South of US Hwy 70 Not Flagged
Open 2 Water Bus, east of Bucket C59 (top-of-bank No No Pond in Upland

Jones Rd
by surveyor) No Impact
Channel G2

(UT of UT of East of Bucket Jones
C59
Al - A7
No
No
Unimportant USACE

Poplar Creek) Rd, west of D3 No Impact
Attachment 1. (Continued). Verified wetland & stream features for Phase I of East Clayton and Wilsons Mill Sewer Line Project,
Smithfield, Johnston County, North Carolina F&R Project # H66-5104; Client: Johnston County.
PRESENT ON:
PCN FIGURE MCKIM & F&R FIELD NRCS USGS VERIFIED
FEATURE PHYSICAL CREED FLAG SOIL TOPO FEATURE TYPE REGULATORY
LABEL LOCATION SHEET ID SEQUENCE SURVEY SURVEY (USACE / DWQ) JURISDICTION
Channel D2
East of Swift Creek Rd, Not Flagged
Important /
USACE /DWQ /
(UT Poplar north of US Hwy 70 C58 (top-of-bank Yes Yes Perennial NRRB
Creek) by surveyor)

North of US Hwy 70, Not Flagged
DWQ
Open Water F2 east of D3 C58 (top-of-bank No No Pond in Upland No Impact
by surveyor)
Not Flagged
Open Water E2 North of US Hwy 70, C58 (top-of-bank No No Pond in Upland DWQ
east of D4 by surveyor) No Impact
South of Twin Creek
Wetland C2 Rd, east of Swift Creek C57 4000 -4028 N/A N/A Roadside Swale None
Rd

Channel C2 South of Twin Creek
top-of--bank
Important/
USACE /DWQ/
(Poplar Creek) Rd, east of
S
wift Creek C57 by surveyor Yes Yes Perennial NRRB
R
d
Channel C3 South of Twin Creek top-of-bank Important / USACE / DWQ /
(Poplar Creek) Rd, east of Swift Creek C57
by surveyor Yes Yes
Perennial NRRB
Water Line Rd
Northwest of Swift
Wetland B2 Creek Rd, north of Lee C53 WW 1 - WW4 N/A N/A Forested USACE
Farm Rd
Channel B2 Northwest of Swift Important / USACE / DWQ /
(UT Little Creek Rd, north of Lee C53 XX1 -XX13 Yes Yes Perennial NRRB
Poplar Creek) Farm Rd.
Channel A2 Southeast of Swift Important / USACE / DWQ /
(Little Poplar Creek Rd, west of C51 V V 1 - V V6 Yes Yes
Perennial
NRRB
Creek) Homestead Ln
Attachment 1. (Continued). Verified wetland & stream features for Phase I of East Clayton and Wilsons Mill Sewer Line Project,
Smithfield, Johnston County, North Carolina F&R Project # H66-5104; Client: Johnston County.
PRESENT ON:
PCN FIGURE MCKIM & F&R FIELD NRCS USGS VERIFIED
FEATURE PHYSICAL CREED FLAG SOIL TOPO FEATURE TYPE REGULATORY
LABEL LOCATION SHEET ID SEQUENCE SURVEY SURVEY (USACE / DWQ) JURISDICTION
PHASE I-C
West of US Hwy 70, USACE / DWQ /
Open Water W southeast of Swift C33 Not Flagged Yes Yes Pond in Upland NRRB
Creek Road No Impact
Channel X West of US Hwy 70, Important/ USACE / DWQ /
(UT of Reedy northwest of Rogers Dr C36 P 1 - P7 Yes Yes Perennial NRRB
Branch)
Channel Y West of US Hwy 70,
(UT of Reedy C37 UU 1 - UU6 No No Unimportant USACE
Branch) northwest of Rogers Dr
West of US Hwy 70,
Wetland Z southeast of Roderick C38 QQ1 - QQ3 N/A N/A Herbaceous USACE
Dr
Channel Z West of US Hwy 70, Important/ USACE / DWQ /
(UT of Swift southeast of Roderick C38 Q1 - Q7 Yes Yes

Creek)
Dr Perennial NRRB
Channel AA

(UT of Reedy West of US Hwy 70,
C39
R1 - R6
Yes
Yes Unimportant/ USACE / DWQ /

Branch) southeast of Park Ave Perennial NRRB
Channel BB West of US Hwy 70, Unimportant/ USACE / DWQ /
(UT of Reedy southeast of Channel C40 S 1 - S4 Yes No
Perennial
NRRB
Branch AA
Channel CC West of US Hwy 70
Unimportant USACE / DWQ /
(UT of Reedy southeast of Channel C41 Not Flagged No Yes
Perennial NRRB
Branch) BB No Impact
South of US Hwy 70, Forested

Wetland DD
east of Sunset
C44
RR1 - SS3
N/A
N/A ,
Herbaceous
USACE
Memorial Park
Wetland EE South of Hwy 70, east C44 TT1 - TT6 N/A N/A Forested USACE
of Wetland DD
Attachment 1. (Continued). Verified wetland & stream features for Phase I of East Clayton and Wilsons Mill Sewer Line Project,
Smithfield, Johnston County, North Carolina F&R Project # H66-5104; Client: Johnston County.
PRESENT ON:
PCN FIGURE MCKIM & F&R FIELD NRCS USGS VERIFIED
FEATURE PHYSICAL CREED FLAG SOIL TOPO FEATURE TYPE REGULATORY
LABEL LOCATION SHEET ID SEQUENCE SURVEY SURVEY (USACE / DWQ) JURISDICTION
USACE / DWQ /
Channel EE South of Hwy 70, east Important/
C44 Not Flagged Yes Yes NRRB
(Meuse River) of Wetland DD Perennial
No Impact
NOTE:
UT = unnamed tributary
USACE = United States Army Corps of Engineers
DWQ = North Carolina Division of Water Quality
NRRB = Neuse River Riparian Buffer Rules
Attachment 2. PCN Item Ill. 5. Site Coordinates for Phase I of East Clayton and Wilson Mills Sewer Line
Project, Smithfield, Johnston County, North Carolina. F&R Project # H66-5104; Client: Town of Clayton; Date:
05/14/07.
COORDINATES MCKIM & F&R FIELD
PCN FIGURE FEATURE (DECIMAL CREED FLAG FEATURE TYPE
LABEL DEGREES:WGS 84) SHEET ID SEQUENCE (USACE / DWQ)
PHAS E I-A
35.6421° N Not Flagged
Channel A2 (Neuse River) 78.4034°W C2 (top-of-bank Important / Perennial
by surveyor)
Channel 131a 35.6409° N Not Flagged
° C2 (top-of-bank Important/ Perennial
(Gulley Mill Creek) W
78.4043 by surveyor)
Channel Blb 35.6390° N Not Flagged
(Gulley Mill Creek) 78.4070°W C3 (top-of-bank Important / Perennial
by surveyor)
Channel C 35.6388° N Not Flagged Important/ Perennial
(UT Gulley Mill Creek) 78.4079°W C4 (top-of-bank (to be permitted by
by surveyor) others)
Wetland AB 35.6388° N C4 ABl-AB12 Forested
78.4079°W
ChannelB 35.6370°N
° C7 Al-A18 Important/Perennial
(Gulley Mill Creek) 78.4083
W

Wetland I 35.6127° N
C16 EE1 -EE9 Herbaceous (roadside
78.4122'W (not surveyed) swale)
ChannelI 35.6127°N DD1-DD6 Unimportant/
(Reedy Branch) 78.4122°W C16 (not surveyed) Intermittent
PHAS E I-B
Channel D2 35.5784°N Not Flagged
(UT Poplar Creek) 78.3606°W C58 (top-of-bank Important / Perennial
by surveyor)
Channel C2 35.5760°N
° C57 Y1-Y7 Important/ Perennial
(Poplar Creek) 78.3610
W
Channel C3 35.5760°N
(Poplar Creek)
78.3610° W C57 Y1 - Y7 Important / Perennial
Water Line
35.5656° N
Wetland B2
78.3734°W C53 WW 1 - W W4 Forested
Channel B2 35.5656° N
° C53 XX1 -XX13 Important/ Perennial
(UT Little Poplar Creek) 78.3734
W
Channel A2 35.5586°N
° C51 VV1-VV6 Important/ Perennial
(Little Poplar Creek) 78.3802
W
Attachment 2. (Continued) PCN Item II1.5. Site Coordinates for Phase I of East Clayton and Wilsons Mill
Sewer Line Project, Smithfield, Johnston County, North Carolina. F&R Project # H66-5104; Client: Johnston
County.
COORDINATES MCKIM & F&R FIELD
PCN FIGURE FEATURE (DECIMAL CREED FLAG FEATURE TYPE
LABEL DEGREES:WGS 84) SHEET ID SEQUENCE (USACE / DWQ)
PHAS E I-C
Channel X 35.5402°N

° C36 P1 -P7 Important/ Perennial
(UT of Reedy Branch) 78.3783
W
Channel Y 35.5362°N

(UT of Reedy Branch)
78.3749°W C37 UU1 -UU6 Unimportant
Channel Z 35.5334°N

° C38 Q1 - Q7 Important/ Perennial
(UT of Swift Creek) 78.3713
W
Channel AA 35.5295°N Unimportant/
(UT of Reedy Branch) 78.3661'W C39 Rl - R6 Perennial
Channel BB 35.5272°N Unimportant/
(UT of Reedy Branch) 78.3640°W C40 S 1 - S4 Perennial
35.5131°N
Wetland DD C44 RR1 - SS3 Forested
78.3506°W
35.5131°N
Wetland EE C44 TT1 -TT6 Forested
78.3506°W
NOTE:
UT = unnamed tributary
USACE = United States Army Corps of Engineers
DWQ = North Carolina Division of Water Quality
2
Dec 03 2007 11:54PM JC#PUBLIC#UTILITIES
12103/2007 NON 1L•57 FAX Johnston[co.Hanagers
September 4, 2007
Cindy Karoly, Supervisor
401 Oversight/13xpress Review
Division of Water Quality
Dcpartment of Environmental
1650 Mail Service Center
Raleigh, NC 27699-1650
P057 OFFICE BOX 1049
SMITHFIELD, N. C. 27577
Unit
Natura; Resources
Ride 1 Nosh
County Ylan.ue'
1919) 9895100
FAX (919) 90?5179
RE: Last Clayton ant. Wilson's Mills Sewer - Phase 1 and Phase 2
Johnston Count North Carolina
DWQ Project N 7-1039, Vcr. 2
Dear Ms. KaioIy,
Please find enclosed our Storm
Nutrient Management Strategy
county currently operates under
covers all new commercial dev
to the public via our website (yi
Utilities office in Smithfield.
Please accept this as an affidavi
Ordinance are fully implemente
application and review process.
cet ly,
Ri ?k IiesEelCounty Manager
Enclosures
Ordinance approved by DWQ under the'Neuse
and our revised Stonnwater Design Manual. 171c
very aggressive ordinance and design criteria which
lent and subdivisions, This information is available
ohnstonne.coi ) or in person at the Department of
;that the provisions of the Johnston County Stormwater
i and enforced under our Stormwater management permit
9199347174 p.2
®002/002
cc: Timothy G. Broome, P. 1.
Carl Trautman, P. 1;. - MI, Kim & Creed
Chandra C. Coats, P.L.
4
v Mcl? &CR EED
July 27, 2007
P L A N N E R S
Mr. Timothy G. Broome, PE
Johnston County Utilities
309 E. Market Street
Smithfield, NC 27577
RE: East Clayton/Wilson's Mills Sewer - Phase I/II
Dear Mr. Broome:
ENGINEERS
SURVEYoP.S
M&C 00358-0116 (10)
McKim & Creed, with the assistance of Froehling & Robertson, Inc., prepared
and submitted the Preconstruction Notifications (PCNs) for the referenced
project on June 12, 2007. The County received a letter on June 21, 2007 from
Cyndi Karoly, DWQ - 401 Oversight/Express Review Permitting Unit,
requesting additional information (copy attached).
Additional information was requested to address cumulative impacts to
downstream water quality due to additional development. It was requested to
provide qualitative or quantitative cumulative impact analysis or provide a
letter from Johnston County explaining how the County's ordinances address
this issue.
The County had previously submitted the Environmental Assessment (EA)
document for this project to the State for review. * We understood that the
Finding of No Significant Impact (FONSI) had been issued to the State
Clearinghouse. We obtained a copy of the May 15, 2007 letter from Chrys
Baggett, State Clearinghouse (copy attached), stating that the EA had been
reviewed and that no further environmental review action was required.
We provided this information along with the May 151h letter to the 401
200 MacKenan tovrt
Oversight/Express Review Permitting Unit on July 17, 2007 expecting that this
27511 issue had been addressed and accepted as part of the EA review process. We
were told that the County must still respond to the concerns raised in their
June 2151 letter in order to continue processing the PCNs.
919-233.8097
After you have had a chance to review this information, please advise how you
Fax [phone] would like McKim & Creed to proceed.
www.mckimcreed cr.
S: \0358\0116\ 10-Comm \07277BTw-e.do
Timothy G. Broome, PE
July 27, 2007
Page 2
If you have any questions, please let me know.
Sincerely,
MCK.IM & CREED, P.A.
J
Br ?F.Blake, PE
S nior Project Manager
Enclosures
cc: Carl Trautman, PE
Christopher Burkhardt (F&R)
S.10358\01 16N 0-Comm\07277Broome.doc v! McKW &CREED
W ATF9
P

Michael F. Easley, Governor
'VVillianr G, Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen 11. Sullins, Director
Division of Water Quality
October 1, 2007
DWQ Project # 07-1039
O V E Johnston County
Johnston County
c/o Mr. Carl Trautman
McKim & Creed
200 MacKenan Court
Cary, NC 27511
Subject Property:
Ul, 1 0 111 CIJU/
East Clayton and Wilson Mills Sewer Line - Phase I and Phase II
Ut to Cooper Branch [030402, 27-43-13, C, NSW]
Ut to Reedy Branch [030402, 27-43-14, C, NSW]
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse
River Buffer Protection Rules (15A NCAC 2B .0233) with Additional Conditions
Dear Mr. Trautman:
You have our approval, in accordance with the attached conditions and those listed below, to
place fill within or otherwise temporarily impact 0.144 acres of 404/wetland (0.066 acres Phase I
and 0.078 acres Phase II), 155 linear feet perennial stream impact (135 linear feet Phase I and 20
linear feet Phase Il), of perennial stream (temporary impact), 20 linear feet of intermittent stream
(Phase II), and 44,074 square feet (ft) of protected Zone 1 Neuse River basin riparian buffer
(21,772 square feet Phase I and 22,302 square feet Phase 11) and 43,069 square feet (ft2) of
protected Zone 2 Neuse River basin riparian buffer (35,914 square feet Phase I and 7,155 square
feet Phase II), as described in your applications dated June 12, 2007, and received by the
Division of Water Quality (DWQ) on June 13, 2007, with additional information received from
you on September 6, 2007, to construct the proposed sewer line improvements. After reviewing
your application, we have decided that the impacts are covered by General Water Quality
Certification Number(s) 3625 (GC3625). The Certification(s) allows you to use Nationwide
Permit(s) NW12 when issued by the US Army Corps of Engineers (USACE). Also, this letter
shall also act as your approved Authorization Certificate for impacts to the protected riparian
buffers per 15A NCAC 213 .0233. In addition, you should obtain or otherwise comply with any
other required federal, state or local permits before you go ahead with your project including (but
not limited to) Erosion and Sediment Control, and Non-discharge regulations. Also, this
approval to proceed with your proposed impacts or to conduct impacts to waters as
depicted in your application shall expire upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change
your project, you must notify us and you may be required to send us a new application. If the
property is sold, the new owner must be given a copy of this Certification and approval letter and
is thereby responsible for complying with all conditions. If total fills for this project (now or in
the future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation m, aye
401 Oversight/Express Review Permitting Unit r•JI Lt EN 1t
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htto://112o.enr.state.no.us!ncwetlands
An Equal Opportunity/Aftinnative Action Employer- 50% Recycled/10% Post Consumer Paper
Johnston County
Page 2 of 4
October 1, 2007
be required as described in 15A NCAC 2H .0506 (h). This approval requires you to follow the
conditions listed in the attached certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and
general conditions of this Certification (or Isolated Wetland Permit) are met. No other
impacts are approved including incidental impacts:
-Type of Impact Amount Approved Units Plan Location or Reference
404/Wetland 0.144 [(acres) temporary (0.066 acres Phase I PCN Application
and 0.078 acres Phase 11)]
Stream - perennial 155 [(linear feet) temporary (135 linear feet PCN Application
Phase I and 20 linear feet Phase II)]
Stream - intermittent 20 (linear feet) temporary PCN Application
Buffer - Zone 1 44,074 [(square feet) 21,772 square feet Phase I PCN Application
and 22,302 square feet Phase 11]
Buffer - Zone 2 43,069 [(square feet) 35,914 square feet Phase I PCN Application
and 7,155 square feet Phase II]
2. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre-Construction Notification. All
construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices, shall be performed so that no
violations of state water quality standards, statutes, or rules occur.
3. Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed,
installed, operated, and maintained in accordance with the most recent version of the
North Carolina Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion
control measures must be such that they equal, or exceed, the requirements specified
in the most recent version of the North Carolina Sediment and Erosion Control
Manual. The devices shall be maintained on all construction sites, borrow sites, and
waste pile (spoil) projects, including contractor-owned or leased borrow pits
associated with the project.
c. Sufficient materials required for stabilization and/or repair of erosion control
measures and stormwater routing and treatment shall be on site at all times.
Johnston County
Page 3 of 4
October L 2007
4. Sediment and Erosion Control Measures
Sediment and erosion control measures shall not be placed in wetlands or waters to the
maximum extent practicable. If placement of sediment and erosion control devices in
wetlands and waters is unavoidable, they shall be removed and the natural grade restored
within six months of the date that the Division of Land Resources has released the project;
5. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within
these boundaries approved under this authorization shall be clearly marked with orange
warning fencing (or similar high visibility material) for the areas that have been approved
to infringe within the buffer, wetland or water prior to any land disturbing activities to
ensure compliance with 15A NCAC 2B .0233 and GC 3625;
6. Diffuse Flow (No Further Review)
All constructed stormwater conveyance outlets shall be directed and maintained as
diffuse flow at non-erosive velocities through the protected stream buffers such that it
will not re-concentrate before discharging into a stream as identified within 15A NCAC
213 .0233 (5). If this is not possible, it may be necessary to provide stormwater• facilities
that are considered to remove nitrogen. This may require additional approval from this
Office.
7. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, and any subsequent modifications, the applicant is required to
return the attached certificate of completion to the 401 Oversight/Express Review
Permitting Unit, North Carolina Division of Water Quality, 1650 Mail Service Center,
Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may
result in criminal and/or civil penalties. The authorization to proceed with your proposed
impacts or to conduct impacts to waters as depicted in your application and as authorized by this
Certification, shall expire upon expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved
wetland or stream impacts), you may ask for an adjudicatory hearing. You must act within 60
days of the date that you receive this letter. To ask for a hearing, send a written petition, which
conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its
conditions are final and binding unless you ask for a hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the
approved buffer impacts) shall be referred in writing to the Director for a decision. The
Director's decision is subject to review as provided in Articles 3 and 4 of G.S. 150B.
Johnston County
Page 4 of 4
October 1. 2007
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act, and the Neuse riparian buffer protection rule as described within 15A NCAC 2B
.0233. If you have any questions, please telephone Cyndi Karoly or Ian McMillan at 919-733-
1786.
H. Sullins, Director
CHSlijni
Enclosures: GC 3625
Certificate of Completion
cc: Christopher Burkhardt, F&R, Inc., 310 Hubert Street, Raleigh, NC 27603
Lauren Cobb, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Filename: 071039 Ver2EastClaytonAndWilsonMillsSc%%,crLittePhasel(Johnston)401 _NBR
i
JOHNSTON COUN JNTY
& AT
A A00"
E/~XbT k...*LAYtUN WILOU1
co
0
WASTEWATER TRANS M N I vilLL 0 N U) co
O
O
F,ACILITIES IMPROVEP E M ~E N lFb""'k
RE-SUBMITTAL
H
NOVEMBER 2007 Z
W
MC PROJECT NO° 00356-0116 16
INDEX PLAN AND PROFILE
COVER-------------------------------G1
LOCATION MAP, LEGEND AND GENERAL NOTES_ _ _ _ _ _ _G2 US HIGHWAY 70 STA. 342+00 TO STA. 358+00 PHASE I - - - - - - - - - - - - - -C39 a'
EXISTING UTILITY VICINITY MAP- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -G3 US HIGHWAY 70 STA. 358+00 TO STA. 374+00 PHASE I - - - - - - - - - - - - - -C40 2
olf
DELETED------------------------------C42
PLAN AND PROFILE
2 US HIGHWAY 70 TO NC 210 STA. 390+00 TO STA. 404+00 PHASE I- - - - - - - - - _C41A Q NC 210 STA. 404+00 TO STA. 416+00 PHASE I- - - - - - - - - - - - - - - - -C42A >
STA.0+00 TOSTA. 16+00 PHASE I_____________________C1 US HIGHWAY 70 STA. 416+00 TO STA. 432+00 PHASE I - - - - - - - - - - - - - -C43 W
STA.16+00 TOSTA. 3I+00 PHASE I_____________C2 `US HIGHWAY 70 STA. 432+00 TO STA. 442+47t PHASE I - - - - - - - - - - - - -C44
STA. 31+00 TOSTA. 4I+00 PHASE I______________C3 N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Q
STA. 40+14t TO STA. 51+83t PHASE I, SUMMERLYN SUBDIVISION- _ _ _ _ _ _ _ -C4 NOT USED-----------------------------C46
NOT USED-----------------------------C5 NOT USED-----------------------------C47
NOT USED-----------------------------C6 NOT USED-----------------------------C48 U)
GLEN LAUREL RD. STA. 45+30 TO STA. 60+00 PHASE I _ _ _ _ _ _ _ _ _ _ _ _C7 JOHNSTON CAUNTY O - J - - J
GLEN LAUREL RD. STA. 60+00 TO STA. 75+00 PHASE I_ _ - _ _ _ _ _ _ _ _ _ _ _C8 A CITATION LN. STA. 1+04 TO STA. 16+00 PHASE I - - - - - - - - - - - - - -C50A
GLEN LAUREL RD. STA. 75+00 TO STA. 90+00 PHASE I _ _ _ _ - - _ _ _ _ _ _ _ _C9 CITATION LN. STA. 16+00 TO STA. 27+73t PHASE I - _ -C50B
GLEN LAUREL RD. STA. 90+00 TO STA. 105+00 PHASE I _ _ _ _ _ _ _ _ _ _ _ _ _C10 SWIFT CREEK RD. STA. 22+30 TO STA. 31+00 PHASE I_ - - - - - - - - - - - - _C51A ,
GLEN LAUREL RD. STA. 105+00 TO STA. 120+00 PHASE I _ _ _ _ _ - - _ _ _ _ _ _C11 IF R R TA. 1+ O 0 S_ C o
POWHATAN RD. STA. 120+00 TO STA. 134+00 PHASE I _ _ _ _ _ _ _ _ _ _ _ _ - _C12 SWIFT CREEK RD. STA. 47+00 TO STA. 63+00 PHASE I _ - _ _ _ _ _ _ _ _ _ _ _ _C53
POWHATAN RD. STA. 134+00 TO STA. 146+00 PHASE I_ _ _ - - _ _ _ _ _ _ _ _ _C13 SWIFT CREEK RD. STA. 63+00 TO STA. 79+00 PHASE I_ - - - - - - - - - - - - _C54 J
POWHATAN RD. STA. 146+00 TO STA. 160+00 PHASE I _ _ _ _ - - _ _ _ _ _ _ _ _C14 OWNER: SWIFT CREEK RD. STA. 79+00 TO STA. 95+00 PHASE I_ - - - - - - - - - - - - _C55
RAILROAD CROSSING STA. 160+00 TO STA. 176+00 PHASE I_ _ _ _ _ _ _ - _ _ _ _C15 °
NORTH TECH PARK DR. STA. 176+00 TO STA. 190+00 PHASE I _ _ _ - - _ _ _ _ _ _C16 N NORTH TECH PARK DR. STA. 190+00 TO STA. 204+26 PHASE I _ _ _ _ _ _ _ _ _ _ _C17 J 0 H N N COUNTY SWIFT CREEK RD. STA. 95+00 TO STA. 110+00 PHASE I - - - - - - - - - - -C56
TWIN CREEK RD. STA. 110+00 TO STA. 115+80, TRALEE DR. STA 1+00 TO STA. 3+89 t - -C57 z
US HIGHWAY 70STA. 5+22 TOSTA. 21+00 PHASE II_______________C18 12" GRAVITY SEWER STA. 1+00 TO STA. 17+00 PHASE 1- - - - - - - - - - - - -C58 O
E US HIGHWAY 70 STA. 21+00 TO STA. 34+70t PHASE 11 _ _ _ _ _ _ _ _ _ _ _ _ _ _C19 12" GRAVITY SEWER STA. 17+00 TO STA. 33+50 PHASE I _ - - - - - - - - - - - -C59
N NOT USED-----------------------------C20 12" GRAVITY SEWER STA. 33+50 TO STA. 35+01 PHASE I, >
NOT USED-----------------------------C21 WILSON'S MILLS ELEMENTARY SCHOOL PUMP STATION ABANDONMENT PLAN- - - -C60 J
o US HIGHWAY 70 STA. 71+15 TO STA. 86+00 PHASE II_ _ _ _ _ _ _ _ _ _ _ _C22 WILSON'S MILLS WASTEWATER PUMP STATION PLAN AND SECTIONS, PHASE I- - - -C61 U
US HIGHWAY 70 STA. 86+00 TO STA. 1 02+00 PHASE 11_ _ _ _ _ - - - - _ _ _ _ _C23 DETAILS
US HIGHWAY 70 STA. 102+00 TO STA. 118+00 PHASE 11- _ - _ _ _ _ - _ _ _ _ -C24
SEWER DETAILS _--------------------------_D1 Q
m US HIGHWAY 70 STA. 118+00 TO STA. 134+00 PHASE 11- _ _ _ _ _ _ _ _ - - - -C25 US HIGHWAY 70 STA. 134+00 TO STA. 150+00 PHASE 11- _ _ _ _ - - _ _ _ _ _ -C26 PIPE LAYING DETAILS-------------------------D2 W
US HIGHWAY 70 STA. 150+00 TO STA.166+00 PHASE 11- _ _ _ _ _ _ _ _ - - _ -C27 MISCELLANEOUS DETAILS _-----------------------D3
US HIGHWAY 70 STA. 166+00 TO STA. 182+00 PHASE 11- _ _ _ _ - - _ _ _ _ _ -C28 EROSION CONTROL AND MISCELLANEOUS DETAILS- - - - - - - - - - - - - -D4
N ' US HIGHWAY 70 STA.182+00 TO STA.198+00 PHASE II-____--_____-C29 BOARD OF COMMISSIONERS WATER MAIN DETAILS-------------------------D5 z
a US HIGHWAY 70 STA. 198+00 TO STA. 214+00 PHASE 11- _ - - _ _ _ _ _ _ _ _ -C3D Zs- 0
US HIGHWAY 70 STA. 214+00 TO STA. 230+00 PHASE 11- - _ _ _ _ _ _ _ _ _ - -C31 ELECTRICAL
US HIGHWAY 70 STA.230+00 TO STA.246+00 PHASE IL________--___C32 COOKIE POPE, CHAIRMAN GENERAL NOTES AND LEGENDS _ - - - - - - - - - _ _ _ _ _ _ _ z - .E1 O
' US HIGHWAY 70 STA. 246+00 TO STA. 262+00 PHASE I & 11_ _ _ _ - _ _ - _ _ _ _C33 WILSON'S MILLS PUMP STATION ELECTRICAL SITE PLAN - - - - - _ - - _ -E2
x US HIGHWAY 70 STA. 262+00 TO STA. 278+00 PHASE I_ _ _ _ _ _ _ _ - _ _ _ _ _C34 A 1~1 ELECTRICAL DETAILS _-------------------------E3 U)
US HIGHWAY 70 STA. 278+OOTO STA. 294+OOPHASE I______________C35 WADE M. STEWART, VICE-CHAIRMAN AAA ELECTRICAL DETAILS _-------------------------E4 Z
US HIGHWAY 70 STA.294+00 TO STA.310+00 PHASE I__________-__-C36 ALLEN L. MIMS, JR.
US HIGHWAY 70 STA. 310+00 TO STA. 326+00 PHASE I_ - _ _ _ _ _ _ _ _ _ - - _C37 O
US HIGHWAY 70 STA. 326+00 TO STA. 342+00 PHASE I_ _ _ - - - _ _ _ _ _ _ _C38 ~ i
JEFFREY CARVER ri
W. RAY WOODALL
v
DeVAN BARBOUR 0
TONY BRASWELL n 0
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COUNTY MANAGER
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~N€ssRRICK J. HESTER Q~o~ dp9(ti
SEAL
g ~g 032293 t NFIQM&CREED
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00 t~iP \,e
~Wilt 200 MacKenan Court, Suite 200
Cary, North Carolina 27511 FINAL DRAWINGS
Phone: [phone], Fax: [phone]
w AA0002667 EBOD06691 NOT RELEASED FOR
rn 3 O
CONSTRUCTION
YY YY YY.IIIV III I I VI GGV. V VI I I
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REV. NO1- SWIFT CREEK RD. REALIGNMENT PER JOHNSTON COUNTY 8/10/107 REV. NO 2 - US 70 REALIGNMENT PER JOHNSTON COUNTY 10/22/107
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GENERAL CONSTRUCTION NOTES
1. ALL UNDERGROUND UTILITIES ARE APPROXIMATE LOCATION. CONTRACTOR TO VERIFY SIZE, DEPTH, LOCATION
AND MATERIAL OF ALL EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR SHALL
CONTACT 'N.C. ONE CALL CENTER' MIN. 48 HOURS PRIOR TO THE START OF CONSTRUCTION
(1-800-632-4949).
2. THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE AVAILABLE FROM
THE VARIOUS UTILITY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL EXISTING UNDERGROUND UTILITIES AND
CABLES. THE CONTRACTOR IS ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES AND CABLES MAY EXIST WHICH ARE
~m NOT SHOWN ON THE PLANS. PLEASE BE ADVISED THAT THE UNDERGROUND UTILITIES AND CABLES COULD CONFLICT WITH THE FORCE MAIN AND GRAVITY SEWER CONSTRUCTION AS SHOWN. THE OWNER WILL WORK WITH THE CONTRACTOR TO
REALIGN THE FORCE MAIN AND APPURTENANCES TO MINIMIZE CONFLICTS. THE OWNER WILL NOT CONSIDER REQUEST FOR
BIRKDALE DR ADDITIONAL COMPENSATION DUE TO THE PRESENCE OF CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON
THE PLANS.
V 3. CONTRACTOR TO CONTACT RODNEY JOHNSON, TOWN OF SMITHFIELD UTILITIES DEPARTMENT [phone] 48 HOURS
° EXISTING WILSON'S MILLS ELEMENTARY PRIOR TO DIGGING IN THIS AREA.
SCHOOL PUMP STATION TO BE ABANDONED
J~ C3 (SEE SHEET C60)
P O ~ P ~1
NORFOLK SOUTHERN RR c: zs~
NORFOLK, SOUTHERN RR BEST WOOD DR
®mmu
NORTH TECH DR {
I
TWIN CREEK RD WILSON'S MILLS
roh / WILSON'S MIL y2 PUMP STATIC PUMP STATION
(SEE SHEET (SEE SHEET C61)
16" PVC SR 1501
q FORCEMAIN SWIFT CREEK RD
INSTALLED UNDER
DOT CONTRACT o y
COLE RD SR 2020 POWELL RD
9 O
US-70 BUS SR 1907
STRICKLAND RD
a O
C
SR 1596
CLOVERDALERD
SR 1918 (Y
0 BARBOUR RD [1~ v1]] vy
°
a a
LEGEND: SR 1913
C3 3 WILSON'S MILLS RD.
SYMBOLS pF
NEW FORCE MAIN 'I PF
RODERICK ST
EXISTING W ILMES:
® AT&T - AMERICAN TELEPHONE & TELEGRAPH - TELEPHONE ® BELLSOUTH - TELEPHONE
EMBARQ- TELEPHONE Q BTI - COMMUNICATIONS
© PEIDMONT NATURAL GAS PROGRESS ENERGY - POWER LINES
E. MARKET ST
® COLONIAL PIPELINE COMPANY - PETROLEUM LINES ® TWC - TIME WARNER CABLE - FIBER OPTIC ROGERS DR
® TWC - TIME WARNER CABLE - TV STOWN EE NOF SMITHFIELD UNDERGROUND POWER LINES
® CT&T - CAROLINA TELEPHONE & TELEGRAPH - TELEPHONE
1500' 0 0 150' 3 0' QW
® CT&T - CAROLINA TELEPHONE & TELEGRAPH - FIBER OPTIC
SCALE; SCALE: 1"=1500'
~ a
SEAL d SEAL DATE: APRIL 2007 SCALE
® JOHNSTON CO 1'w`I Mk/C~FILE NUMBER / 1 V COUNTY MCE PROJ. # 00358-0116 VOO~
PPP •.••••~V~ ~o ~,•`ao ,ofessroy iti EAST CLAYTON PHASE I & II DRAWN AM'' HORIZONTAL: ORAYANC NUMBER
&CMED F4
EAST CLAYTON _ • PPAI • w LAYTON/ W11 q0N] AA II I g P N A CF I DESIGNED CAT 1"= 1500' ^
••Ia.~vvI v 9vII VERTICAL:
032293 200 MocKenon Court, Suite 200 Cary, North Carolina 27511 WILSON'S MILLS Al MILLS AREA CHECKED DMH PROD. MGR. BFB NA
Phone: [phone], Fax: [phone] FORCE MAIN REAUGNMENT O WASTEWATER TRANSD
I REVISED DUE TO SPoFi CREEK REALIGNMENT REVISIONS ~8~10~07~ ~4. TR ~$AA00026e7 EB0006691 TRANSMISSION n EXISTING UTILITY VICINITY MAP
REV.RU. DESCRIPTIONS DATE FACILITIES IMPROVED TATUS: WAS GN 1 P ROVEM E NTS S 2
REMSIONS www.mckimcreed.com

GENERAL CONSTRUCTION NOTES:
ti
1. ALL UNDERGROUND UTILITIES ARE APPROXIMATE LOCATION. CONTRACTOR TO VERIFY SIZE, DEPTH, LOCATION
AND MATERIAL OF ALL EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR SHALL
P CONTACT 'N.C. ONE CALL CENTER' MIN. 48 HOURS PRIOR TO THE START OF CONSTRUCTION
(1-800-632-4949).
2. THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE AVAILABLE FROM
G THE VARIOUS UTILITY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL EXISTING UNDERGROUND UTILITIES AND
CABLES. THE CONTRACTOR IS ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES AND CABLES MAY EXIST WHICH ARE
\ G7 NOT SHOWN ON THE PLANS. PLEASE BE ADVISED THAT THE UNDERGROUND UTILITIES AND CABLES COULD CONFLICT WITH THE FORCE MAIN AND GRAVITY SEWER CONSTRUCTION AS SHOWN. THE OWNER WILL WORK WITH THE CONTRACTOR TO
REALIGN THE FORCE MAIN AND APPURTENANCES TO MINIMIZE CONFLICTS. THE OWNER WILL NOT CONSIDER REQUEST FOR
m B ADDITIONAL COMPENSATION DUE TO THE PRESENCE OF CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON
THE PLANS.
FX 0 R
3. CONTRACTOR SHALL COMPLY WITH APPROVED N.C.D.O.T. AND NORTH CAROLINA RAILROAD COMPANY/NORFOLK SOUTHERN ENROACHMENT AGREEMENTS WHILE WORKING WITHIN THE AGENCIES RIGHT-OF-WAYS.
° EXISTING WILSON'S MILLS ELEMENTARY 4. CONTRACTOR TO INSTALL EROSION CONTROL MEASURES PRIOR TO THE START OF CONSTRUCTION.
9~~9 r7 Q SCHOOL PUMP STATION TO BE ABANDONED (SEE SHEET C60) N 5. ACCESS TO EACH RESIDENCE AND BUSINESS SHALL BE MAINTAINED AT ALL TIMES.
0 J
6. ALL DISTURBED AREAS SHALL BE RESEEDED WITH LIKE GRASSES IN RESIDENTIAL AREAS. DISTURBED AREAS LEFT INACTIVE BETWEEN ANY PHASE OF GRADING SHALL BE TEMPORARY
PAL R DR SEEDED WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS, WHICHEVER IS SHORTER.
SR 20 PROVISIONS FOR PERMANENT GROUND COVER MUST BE ACCOMPLISHED ON EXPOSED SLOPES
WITHIN 21 CALENDAR DAYS, AND IN REMAINING AREAS WITHIN 15 WORKING DAYS OR 90
P O > CALENDAR DAYS, WHICHEVER IS SHORTER.
P ~ 7. TRAFFIC FLOW SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION.
D 8. REPAIR AND REPLACEMENT OF HEADWALLS, MAILBOXES, DRIVEWAY CULVERTS, DRAIN PIPES, ROOF LEADERS AND DRAINS, RETAINING
0 WK I P D WALLS NOT SPECIFICALLY LISTED IN THE BID FORM, SIGNS, LANDSCAPING ETC. REQUIRED DUE TO CONSTRUCTION ACTIVITIES SHALL
BE INCLUDED IN THE COST OF THE PIPE.
9, CONTRACTOR SHALL REWORK ALL GRAVEL, CONCRETE AND PAVED DRIVEWAYS WITH LIKE MATERIAL ACCORDING TO THE
SPECIFICATIONS.
NORFOLK SOUTHERN RR
10. CONTRACTOR SHALL COORDINATE WITH JOHNSTON COUNTY FOR ANY DISRUPTIONS OF THE NORMAL OPERATION OF WATER AND SEWER SERVICES.
NORFOLK SOUTHERN RR B 00 R
11. CONTRACTOR SHALL NOTIFY APPROPRIATE PERSON AND AGENCIES TWO WEEKS PRIOR TO THE BEGINNING OF CONSTRUCTION.
1. DIRECTOR OF ENGINEERING AND INFRASTRUCTURE, JOHNSTON COUNTY. TIMOTHY G.
NORTH TEC BROOME, PE, TELEPHONE NO. 919-989-5075.
C5
12. CONTRACTOR TO PLACE ALL SPOIL MATERIAL ON THE UPHILL SIDE AWAY FROM ALL ROAD SIDE DITCHES, CREEKS AND
q WATER COURSES DURING CONSTRUCTION. ALL EXCAVATION SHALL BE BACKFILLED WITHIN THE SAME DAY.
TWIN CREEK RD
~ tih Q~ WILSON'S MII WILSON'S MILLS 13. ALL DISTURBED DITCH LINES SHALL BE RESHAPED, RESEEDED, MULCHED AND TACK COAT APPLIED. CHECK DAMS PUMP STATION
y~ PUMP STATII a (SEE SHEET (SEE SHEET C61) TO BE PLACED IN DITCHES AT THE END OF EACH WORK DAY,
JONES CT f 14. INSTALL SILT FENCE PERPENDICULAR TO FORCE MAIN AT CULVERTS UNTIL RIP-RAP IS INSTALLED OR GRASS STABILIZED.
16" PVC SR 15 1
o FORCEMAIN SWIFT EE D
INSTALLED UNDER 15. INSTALL 10 LINEAR FEET OF STRAW W/ NET AT OUTLET OF ALL DRIVEWAY PIPES AT AREAS WHERE DITCH IS
DOT CONTRACT o g. TRALEEDR 'RALEEDR DENUDED UNLESS OTHERWISE SHOWN.
16. ALL VALVES AND REDUCERS SHALL BE SUPPORTED AND RODDED TO ADJACENT FITTINGS OR
THRUST COLLAR.
COL D - SR 2020 POWELL RD 17, STATION LABELS SHOWN ON THE PLAN ARE MEASURED ALONG THE EDGE OF THE EXISTING
PAVEMENT, NOT THE PIPELINE'S HORIZONTAL ALIGNMENT. IT IS THEREFORE POSSIBLE THAT THE
ACTUAL LAYING LENGTH OF PRESSURE PIPE MAY DIFFER GREATLY FROM THE STATION RANGES
WEA WEATHERSPOONLN SHOWN PLAN AND PROFILE.
US-7 BUS SR 19) 7
STRICKLAND 18. SEE SHEET D4 FOR DETAILED SEDIMENT AND EROSION CONTROL REQUIREMENTS.
19. ALL IMPACTED STREAMS AND RIVERS ARE CLASSIFIED AS WS IV, NSW WATERS. THE PORTION OF
NEUSE RIVER SHOWN ON SHEET C44 IS CLASSIFIED AS WS IV, NSW A AND C. NO IMPACT IS
PROPOSED TO THIS PORTION OF THE NEUSE RIVER.
20. THE LOCATION OF ALL HORIZONTAL AND VERTICAL BENDS IS APPROXIMATE. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THE HORIZONTAL AND VERTICAL ALIGNMENTS
SHOWN ON THE PLANS MEET THE PIPE MANUFACTURER'S ALLOWABLE JOINT DEFLECTIONS. ANY
ADDITIONAL FITTINGS REQUIRED WILL BE PAID UNDER THE APPLICABLE UNIT PRICE ON THE BID
FORM.
SR 1 8 21. CONTRACTOR SHALL INSTALL THE FORCE MAIN, GRAVITY SEWER AND WATER LINE WITHIN NCDOT ROW OR THE EASEMENTS SHOWN.
RDAL RD
i
A B U RD
i
Q a
LEGEND:
I ON'S I D.
LM FORCE MAIN LOCATION SIGN -°ii H H- SILT FENCE
COMP TER DR
TEL p TELEPHONE PEDESTAL NEW FORCE MAIN PH P
pp ITTLE CREE
POWER POLE EXISTING FORCE MAIN CHURCH RD. ODERICK DR a a Q
SR 1563
® FIBER OPTIC JUNCTION BOX EXISTING WATER LINE SWIFTC EKR IFT C EK IR / N 2ND ST
SR 1501 D4 EXISTING GATE VALVE - - - - - - - - UNDERGROUND TELEPHONE LINE 1501
N NEW GATE VALVE FIBER OPTIC LINE
FIRE HYDRANT ASSEMBLY I I - - - - RIGHT-OF-WAY a ~ A~p~ l
RO RS DR
CHECK DAM - - - - OVERHEAD ELECTRIC LINE 1500' 0
0 1500 3000' P R
RIGHT-OF-WAY MONUMENT ZONE 1 - RIPARIAN BUFFER ~7T 6 6
MAILBOX 7. ZONE 2 - RIPARIAN BUFFER SCALE: 1"=l! SCALE: 1"=1500' riz.)
NC 210 US_ a~ ~~~nn
~S SIGN
N T ~u
SEAL SEAL DATE: APRIL 2007 SCALE M&C FILE NUMBER
,eel ! 46
)N COUNTY EAST CLAYTON PHASE I & II MCE PROJ. N 00358-0116 coot DRAWN AMH HORIZONTAL: oRnvnNC NUMBER
0x es la° o FCC E JOHNSTON CO r- -.mwmMcl<]IN4 S qq%ki-wr IF 1"'A Al AXlT/ &
.Xl-.& wii gntnl AdII I C PWACP DESIGNED CAT i"= 1500' ^
SEAL E 200 MocKenan Court, Suite 200 CHJ I ULHY I UIN ,LAY I UIN/ •v~wv~ • 14111~I~V r I If 1 CHECKED DMH VERTICAL: n
03M3 Cary, North Carolina 27511 : MILLS A
MILLS, AREA PROJ. MGR. BFB NA N. I L
2 FORCE MAIN REALIGNMENT AND EASEMENT AENSlONS 10/22/07 h Q1NEp :r Phone: [phone], Fax: [phone] WILSON'S i AENSEO DUE TO SPoFf CREEK REALIGNMENT 8/10/07 E° q~ r... AA0002667 EB0006691 WASTEWATER TRANSI I ~ TRANSMISSION LOCATION MAP, LEGEND STATUS, REVISION
REVNO. DESCRIPTIONS DATE y./I is 6 FACILITIES IMPROVEI
S 5 www.mckimcreed.com 4PROVEMENTS AND GENERAL NOTES 2

EXISTING 48" CMP AND 60° C TON ACTOR TO LOCATE VENT Q 380' NW TO TRANSMISSI
TRANSMISSION TOWER #673
° FO IN 'CM (SEE SH T,C57 STACK OUT OF DOT ROW. NO 1S0JFE SHEET C57 I / m PORTION OF VENT STACK MAY BE / 198' NW TO TRWN/St~ISSION TOWI="l14
ABOVE GROUND INSIDE ROW AND VENT MUST BE LOCATED WITHIN \ / JONES, KENNETH R
0 PERMANENT SANITARY SEWER 12' GRAVITY SEWER y BONES, Nr\H R \
EASEMENT ; ~MIN, ~
S ~A i~ P fc CE A O
t ~~\V 0 . ~ ~ ~0 MARt~AR
100 YR FLOODPLAIN + 1 Cn
CONTRACTOR T LOCATE VENT 0 C / - In
STACK OUT TWIN CREEK DRIVE (C Se WA R 100 YR FLOODWAY 5 OFF fs + + + DOT R/W { U
FENCE A JON KENN H~T~~ t T i 9S o q y~ + + ~Ld
3 VN AC?TU IU LIMI DISTR BA CE~~ A~E ;x t 4 + V) W
/ ~ 12E AND JACK 206 LF H9 c b"60<-46" I a' z
10" FORCE MAIN DIAMETER STEEL Z(n
EN APEM~NT PIPE / , ~ A\\ 69' US ' FFE / BED a
TRANSM S+NSMI 12 GRAVITY SEWER RANSMI I l ~ 2 W
TOWER 7 TOWE1 OWER #11 L) V)
END UNIT PRICE CONTRACT BEGIN
LUMP SUM CONTRACT /BORE PIT Q
54. 1+72.55 O 'PERMANENT 10" FORCE MAIN UTILITY EASEMENT
}x _ PLACE 10 LF LONG APRON
9 1WATER SER~ICE + A OF 6" DIAMETER STONE 18" DEEP
A, g k~'~k x zoo M FROM TOP OF BANK TO TOP OF
/ TEMPORARY CON RUCTION BANK
EASEMENT/
k~
/ MANHOLE TABLE
20' PERMANENT UTILITY EASEM NT MH # COORDINATES (N.E)
4 RECOVERY PIT REMOVE AND REPLACE 7 (IRS) N=666034.2362 E=2190093.2040
,f~ \ / FENCE AS REQUIRED Q / 8 (IRS) N=665904.9797 E=2190193.8429
ES, KENNETH R 0 k/
WILSON'S MILLS r do / 9 (IRS) N=665668,6753 E=2190078.4801
PUMP STATION P7 (SEE SHEET C61) !i~ J ROSR41 10 (IRS) N=665447.4886 E=2189962.3320
EMOVE AND REPLACE S / 11 (IRS) N=665302.2971 E=2190145.0803
FENCE AS REQUIRED FNFRS 1 /
11-1 (SEALED) (IRS) N=665129.5578 E=2190012.2073 Z
INSTALL 20 LF 18" RCP. H13 COMBINATION AIR/VACUUM AND NOTES: 12-B (SEALED) (IRS) N=665080.1974 E=2189974.3245
EXCAVATE EX. DITCH AIR RELEASE VALVE (FIELD
13B (IRS) N=664884.3922 E=2190210.7781
ENSURE ±50' BOTH DIRECTIONS DRAINAGE LOCATE AT HIGH POINT) / 1. WARNING: OVERHEAD TR IVERHEAD TRANSMISSION LINES PRESENT A SPECIAL SAFETY HAZARD. PUMP STATION (CALCULATED) N=664846.8050 E=2190181.8684
CONTRACTOR CONTA( MUST CONTACT GEORGE HALL WITH PROGRESS ENERGY (919-329-5853) BEFORE t WORK IN OR NEAR PROGRESS ENERGY RIGHT-OF-WAY * COORDINATES ARE GROUND COORDINATES LOCALIZED AROUND NCGS MONUMENT
6" GATE VALVE / YDRANT BEGINNING ANY WORK N 0 "STRICK".
R SHALL NOT PLACE SPOIL IN PROGRESS ENERGY TRANSMISSION RIGHT-OF-WAY * HORIZONTAL CONTROL SHALL BE BASED ON CONTROL POINTS PROVIDED BY
D W/ MJ PLUG MBLY 2. CONTRACTOR SHALL NO' 0 50' 100' ~ ENGINEER.
3. BURIED GROUNDING LINE )UNDING LINES OR OTHER SUBSURFACE UTILITIES NOW SHOWN ON THE PLANS
210 SCALE: 1"=50' (Horiz.) OUL E AT BET :AT BET EN NS SIO TOW C TRA OR FIE VER 210
- - - - 4. THE COMBINATION AIR/~ IATION AIR/VACUUM VALVE AT THIS LOCATION SHALL BE THE 2" MODEL RGX BY EE: OR APPROVED EQUAL. CONTRACTOR TO COORDINATE THE DEPTH OF THE PIPE AT -18"! EOTE~Ci1
_VENT-O-MAT OR APPROVE
THE HIGH POINT TO ENSUR IT TO ENSURE ADEQUATE CLEARANCES FOR THE COMBINATION AIR/VACUUM -UN E-RL-INER IRE-20~--
VALVE IN THE MANHOLE. MANH OLE. EMEhLT-N1 PAC
- SEE SHEET C57 - - - 205 - - FOR CONTINUATION - - - -
205
- - - OF 10" FORCE MAIN- - STA 4+85.07 SHEET C58=
STA 115+60.37 SHEET C57
- PROPOSED - - - - - - - -
200 - GRADE ! ~!1 _ ~1_ US HWY 0 - _ - EXISTING--Gi DE - z>>z 200 +"j?O
-COMBINATION AIR/VACUUM - - - .-AFB
° -AND AIR RELEASE VALVE
---Q -(FIELD LOCATE AT HI H POINT)- 3 a'?3
EXISTING (SEE NOTE 4)
195 GRADE - - - - - _ - - gd- - - 195
E -Li ly-p "
I
~~gzz 3 m -0 "m N
190 3 ln. un. O:K N On- I N~ZD - _ 190
D m z - - 100-YR FLOODPLAIN + _ - - - - - - - - - -
+ IM _Q MA 9IL _ 00 m z - - _ - - - - - - FLOOD ST DY a - - - - a - li _ 163.82' _ - 262 96'- 0.227.
_ ._.__0•
J 0 Z 12" DIP
185 PI 12" VC /SPECIA
INCLU DIN - - - 6 f a PUMP S TIN SOM - - - TWIN CREEK DR " - Y - - ? J.-- - RIOR-C© NG-_-- 185
5 IN, F- U z P CING - - - - - ° - ° - a - 21 ,40' 12 Pv - - -XIS-T TR -AM-
17 - - - - E-0 tYJ fDj-
180 K Ki 0.5X
' 12" PVC 8 MIN, !E -0 - ' - = t 180
0.50% - - re' so D- - - - - - - - - -
D' - - 56 82'
~STE SERVI L1N 175 _ EXISTING TREA BED _ ° z ° _
(PROJECTED) - o 6 12" C - - - - - - - - 175
Q
OR $ 00 24° ~JII 30 a0' - - 6" WATER LIE 5' D ET€ TE{L (MIN:- . 5" AL - - - - =
170 - - - - 0, 2% _ - ~H KNEES -EN S€ME -PIP -
- z' PVC - F-12_- kRRIF-R JP _ - - - - - - - - 170
02, 2' - - - - - - - -W/_S ACA N . LORD- ADN-G- _ - -
0.3 X
0 _ 12" IP - - - - -
165 - - - - 165
do~
5' 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
SCALE: 1"=5' (Vert.)
SEAL SEAL DATE: APRIL 2007 SCALE M&C FILE N MBER
e~~~~ q Ar H nH JOHNSTON CO( N COUNTY PHASE I MCA PROJ. # 0358-0116 CU150 DRAWN AMH HORIZONTAL: DRAWING NUMBER
D ' f~C'RF1
`O.Q ~y9~e 9 e ~ r r 1/r ~ a ar va .,wwr 6 OCREeEICNS J6/08/07 5 REASIONSBASEDONSURGEANALYSISRESULTS SEAL 200 MaaKenon Court, Salte 200 EAST CLAYTON )
AYTON / 12" GRAVITY SEWER DESIGNED CAT ' °'U C58 CHECKED DMH VERTICAL:
A RESPONSE TO J01NS70N COUNTY COMMENTS DATED 6/21/07 032293 S Cary, North Carolina 27511 T
3 RESPONSE TOCONSwucnONGRANTS@LOASCOMMENTSDATED7/3/07 Phone: [phone], Fax; (919233-8031 WILSONS MILLSAF 2 REASN 70 COLIPLY IMIN NCDOi ENLROACHDENT ACBEELIENT LONDIRgYS NCINEtir1 WELLANDPERNITDNGRENSIONS ' q AAOOD2667 E60006691 WASTEWATER TRANS[t RILLS AREA PROJ. MGR. BFB °=5
TRANSMISSION STA 1+00 TO STA 17+00 STATUS: REV510N
Rev.NO. RDESCRIPTIONS EVISIONS q'~'0'~ www.mckimcreed.com FACILITIES IMPROVER
PROVEMENTS 6

e n l m , p .w i ay. i 7>fl (?'A.G' i ;yri,wtFkPtS~T 31 ,I,;+S+ ~+qrE~G+f
s t r 7 + ~'+T++1 k, T,ilAri itLS~f~(7 T~iL r Al `'3
t 3 # ~4
d ( ,s C .'1 l3 a I ~a J h~tr f"i 3 trmv s 3to a&p ^5 i W err ~:.pr . u ar , a' NOTES:
"tf hr+k u'THrf TT"r'"~tr`~ A(,ttlhi i~Gr,T*xkaL7 ':J`' j~,i ~A{i t,A `~",yp 1 j, l .x ,3, 4 ,ru ti 1, CONTRACTOR TO VERIFY SIZE, DEPTH, MATERIAL AND LOCATION FOR xx r ^z-
aa, ,rt~r3 ¢ ~ # (e T~ ^ " )CATION FOR ALL UNDERGROUND UTILITIES PRIOR TO
THE START OF CONSTRUCTION.
2. THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN r~ S?5 s r, y u..i ~ ~ ~,r~Pw w?~s Jf~~:?1 > HAVE BEEN TAKEN FROM INFORMATION MADE
AVAILABLE FROM THE VARIOUS UTILITY OWNERS, THIS INFORMATION FORMATION IS NOT INCLUSIVE OF ALL EXISTING
UNDERGROUND UTILITIES AND CABLES. THE CONTRACTOR IS ADVISED IS ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES,,. "Y
AND CABLES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS. PLI E PLANS. PLEASE BE ADVISED THAT THE
UNDERGROUND UTILITIES AND CABLES COULD CONFLICT WITH THE FO WITH THE FORCE MAIN CONSTRUCTION AS SHOWN. THE i
To" OWNER WILL WORK WITH THE CONTRACTOR TO REALIGN THE FORCE N s'ysta, CONFLICTS. THE OWNER WILL NOT CONSIDER REQUEST FOR ADDITION/ THE FORCE MAIN AND APPURTENANCES TO MINIMIZE J ' } lF
t pis K~a~ „ ,;,,n3 t A 6 , r„ W L &F,,, 6' ~2) 6n 90' MJ BENDS OF CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON TI 3R ADDITIONAL COMPENSATION DUE TO THE PRESENCE SHOWN ON THE PLANS. 10° PVC FORCE AIN x ,'111114 '7 1 (SEE SHtETCS 1p
m. xH ax+ reawm tom' .wamuxH r~ a.~ ,ma ne,xwre,wwr wrow ra+gANV§~w~wNwni wlad~ nx~w 3S'G PIPE
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2 -AS[MEN1 R@SIONS MDATE AA0002667 EB0006691 WASTEWATER TR) I WETLAND PERMITTING RENSIONS TER TRANSMISSION TRALEE DR. STATUS: RE\nSON
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t 1 z i + S{ 4£ r sir &'S r i?1{v i ~ p { €~Cr £t'Ya. t t R 7 1 6k 1 L ( z t n i nr - it 7 4 l6, r Y$ ~ l Y r:r p t! 75i -'r2 {Y f t r ~-jryt '~E £W M k £ J' l r c r 7 S r r r st ~c 7£x r j jx F'k Aka sY k r3 v. AND CABLES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS. PLEASE BE ADVISED THAT THE
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{ t, ~ o,. Ai~t 7dJ r3il~"-r~~ nr arr5 t{ 2 ttk~s ~ fry i OWNER WILL WORK WITH THE CONTRACTOR TO REALIGN THE FORCE MAIN AND APPURTENANCES TO MINIMIZE
00 CONFLICTS. THE OWNER WILL NOT CONSIDER REQUEST FOR ADDITIONAL COMPENSATION DUE TO THE PRESENCE
220 OF CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON THE PLANS. 220
- - - WETLAND IMPACT FLAGGING IDENTIFICATION WW, XX J Ww, Xx
COORDINATES (N El FLAG DESCRIPTION I DESCRIPTION
EXISTING GRADE - j _ N=661276.1743 E=2186368.9168 WF WW1 WF WW1
215 N=661309.9821 E=2186377.5959 WF WW2 - wF WW2 215
N=661328.8259 E=2186365.6962 WF WW3 WF WW3 - - - - -
- - - N=661362.9542 E=2186339.8181 WF WW4 WF WW4 L i 3 -6' MIN.
_ N=661260,9935 E=2186406.9475 WF XX1 WF XXi COVER
zIO 10 VC FpfiC MAfN J -
N=661288.6522 E=2186423.2251 WF XX2 WF XX2 - - , r 210
- + 149661322.5284 E=2186453.3264 WF XX3 WE XX3 j
WF XX4 ( EXISTING
- ( N=661339.4452 E=2186464.6519 WF XX4
20 5 N=661366.6761 E=2186463,9153 WF XX5 WF XX5 FIBER OPTIC
u~~ _ _ - j - N=661393.3261 E=2186468.0761 WF XX6 WF XX6 - - - - 205
N=661388.8556 E=2186454.1220 WF XX7 WE XX7
N=661358.6077 E=2186450.1676 WF XX8 WF XX8 I
WE XX9 , f
zoo COMBINATION AIR/ VACUUM AND N=861341.1713 E=2186438.1646 WF XX9 NF XX10 t - { 200
AIR RELEASE VALVE W/ 20 LF N=661324.0461 E=2186412,8828 WF XX10 ti -
10' DIP CENTERED IN MANHOLE - ti N=681299.2810 E=2186404,4116 WF XX11 NF XX11 ( i i I 1 1 I ~ f -
- (FIELD LOCATE AT HIGH POINT) N=661268.6619 E=2186376.2799 WF XX12 NF XX12
NF XX13- „ 10" ~45' MJ BENDI 195
195 _ _ ~ ~~i._ _ _ I - ~ (.I- ~ _ N-661241.6056 E=2186382.2752 WF XX13
-NOTE, CONTRACTOR TO ENSURE 18 VERTICAL t
SEPARATION 15 MAINTAINED BETWEEN EXISTING 16" CROSSING °C"
WATERLINE AND FORCEMAIN IN AREAS WHERE 10 ( i 1 f JI
100 HORIZONTAL SEPARATION CANNOT BE MAINTAINED. (SEE BID FORM) 190
EXISTING 54" - - - - - - CMP (2 EA)
r cf'- 1
Ili L_
? 1f 180 10,
i ~ 1 I I I _ ~ r 10" GATE VALVE - t - - ? J -
- - - - 10" GATE VALVE
~S%"~ ~ I y,,IJrJJr 12"x10" FLANGED rr r ~ E
J 175--_ _ . i . _ , REDUCER (TYP, ' I 1 JOINT 10" FLANGE
BOTH SIDES 5 X P.E. DIP (TYP. - 75
) MIN. rJ JJ ~ BOTH SIDES) 12" S-9 -
I } THRUST COLLAR i
SEE DETAIL - E - 1 - 18" IMiN
179 SHEET n - - - - BOTH SIDES) - 1 - - ; GED 170 0 BUTT DFUSEDCFLAN 0
i - j - 12" SDR-9 CL-200 ADAPTER W/ SSTL I
LAP JOINT FLANGE
(TYP, BOTH SIDES) i _
BUTT FUSED HDPE PIPE i_ E
47+00 413-F00 49+00 50+00 51+00 52+00 53+00 54F00 55+017 56+00 57+00 I 5, I
57+00 58+00 59+00 60+00 61+00 62+00 63+00
SCALE: 1"=5' (Vert.
Y~•^'~~-_q~~~ I SEAL ,q SEAL DATE: MAY 2007 M&C FILE NUMBER
_ ®Q~SSrpa Vie` MCE SCALE Cu1J7
F& W10M e, PHASE I DRAWN PROD. N 00358-0116 DRAWN AMH HORIZONTAL: ORAINNG NuueER I nft M% r-^ M /"N(® ® A A i A i rw~imrn (.ATlrrr. 1"=50'
1% 3 SEAL -11w 200 MocKenan Court, suite zoo EAST CLAYTON l CYg< Cary, North Carolina 27511 4Y TON / (t1 I- V It + r y m k.+G (VI m I IN [LR.TICJAL
}'.~yGlN Phone: [phone], Fax; [phone] WILSON'S MILLS ARI IILLS AREA rRANSMISSlorv SWIFT GREEK RD STATUS REVISION
I AC415N10SHOW NEUSEBUFFER 5/14/07 +8p REUISIOIQNS RP S%%%" AA0002667 EB0006691 WASTEWATER TRANSM REY.NO. EIESCRiNS DATE q`~V$? -zl www,rnckimcreed, com FA ILITIE IMPR VEM
'R VEME T STA. 47+00 TO STA. 63+00

'L1,9T
NOTES;
sti`
1, CONTRACTOR TO VERIFY SIZE, DEPTH, MATERIAL AND LOCATION FOR ALL UNDERGROUND UTILITIES PRIOR TO .F
I THE START OF CONSTRUCTION, ~ a
I y~_~'N.~ tiF~q
m I I 2. THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE I I a \ I AVAILABLE FROM THE VARIOUS UTILITY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL EXISTING
la I UNDERGROUND UTILITIES AND CABLES, THE CONTRACTOR IS ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES I I m T , f__ f, + \ C~ X
y o IX I AND CABLES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS, PLEASE BE ADVISED THAT THE I w UNDERGROUND UTILITIES AND CABLES COULD CONFLICT WITH THE FORCE MAIN CONSTRUCTION AS SHOWN. THE
3 ~ z OWNER WILL WORK WITH THE CONTRACTOR TO REALIGN THE FORCE MAIN AND APPURTENANCES TO MINIMIZE + + +
a m I
x R S R~W I CONFLICTS. THE OWNER WILL NOT CONSIDER REQUEST FOR ADDITIONAL COMPENSATION DUE TO THE PRESENCE w 16 wp OF CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON THE PLANS. I
o + +
0 1S N I
~ I I I +
EAST CLAYTO / r~ cr) I
ELEMENTARY OOL / ° 3" - + + COMBINATION AIR/VACUUM AND m D? t
PUM~T I ° O~ NAP . I AIR RELEASE VALVE (FIELD - n
(gipTHE S) 0 0 NI Q I HEATER UTILITLES, NC LOCATE AT HIGH POINT) % r+( 1
ERRS R w p Z o m DB 1829, PG. 503 Z I i
CAS~~~ 11~`' a QM PB 54, PG. 144 Sk a C) hc(~O
D N ~F fl + ~y~\P F Q0
m wo 0) I REBECCA D. FLOWERS ~,,.~f' Q~o~
F' DB 1398, PG. 773 1-10 + + O
s' s 1 0 INSTALL 40 LF 16" Dlt + + ~X
N N I PIPE CENTERED UNJC1FfF/~ / +t+ Qo
EXISTING 15" DI U z DITCH r' % + L
I WWTP OUTFALL
o L16" ORCE MAIN 6" PVC FORCE MAIN j ~Y
8" PVC FORCE MAIN IY
s pd , SILT FENCE (TYP.)
1T'bl 8p o u- I +
? + + + 1 11 +
WSTING 1 j50 45 y 20' PERMANENT UTILITY iY M BEND i'' r~ r+ WETLAND IMPACT FLAGGING IDENTIFICATION 1000
WATER LINE _ rN EASEMENT FUTURE GRAVITY SEWER I _ + + + COORDINATES (N.E) FLAG DESCRIPTION
ITI 8" X 16" R.J. 10' TEMPORARY CONSTRUCTION
INCREASER EASEMENT FOE MAIN 30' P NET UTILITY N. r+ +r + t+ N=689710.5577 E=2176934.4580 WF 1001 + + + +
- -_:~'"N = + + + + 10~ N=689734.1497 E=2176933.5698 WF 1002 r + + + + + 16 45' N=689747,2605 E=2176919.0343 WF 1003
TOE OF SLOPE TOE OF SLOPE NT-IN 6"x6" R.J-
l + _ MJ BENDS
W/ 6"x 8" ^ p_+_ + N=689750.0587 E=2176912,9610 WF 1004
INCREASER - °°-=Y + + + N=689744.7601 E=2176929.5244 WF 1005
BORE AND JACK - + + + * + * s s +n+++ + + ++fi + + + u~+ + id + + + + $ _ v~ + + + + 5 N=689727.4054 E=2176944.0827 WF 1006
20'x10' EXIT PIT + + + # _ + a } 6 +
NSF PROPERTY OF _ INSTALL CL 1 RIP RAP (MIN 18" N=689708.3636 E=2176944.7801 WF 1007
JOHNSTON COUNTY BOARD OF EDUCATION BORE AND JACK - DEPTH) W/ GEOTEXTILE UNDERLINER N=689681.1551 E=2176936.0676 WF 1008
+ r 24' 40'x20' ENTRY PIT -
EXISTING 6" - xiSTING TOP BANK EXISTING 50' RIVE- ~6 NEV ~F THE SA ENTIRE 20' EASEMENT WIDTH N=689667.7671 E=2176932.2524 WF 1009
VALVE WITH MANHOLE - - - TRAIL EASEMENT WATER 0 N=689653,4007 E=2176935,8716 WF 1010
FRAME & COVER NEUSE RIVER M RESERVED N=689633.0849 E=2176944.5011 WF 1011
fi 8" GATE VALVE BORE AND JACK 140 LF 16" WATER OF THE USA w (PLOTTED FROM P654, PG. 144) N=689618.1209 E=2176946.8016 WF 1012
STEEL ENCASEMENT PIPE (MIN 3 5 ' 0 50' 100' w 0,25" WALL THICKNESS) W/
N=689631.1979 E=2176935.5218 WF 1013
° 140 LF 8" DI CARRIER PIPE 5' N=689650.1200 E=2176923.8708 WF 1014
S = D onz. SCALE: 1"=5' (Vert.) N=689681.7539 E=2176926.8527 WF 1015
155
155
EXISTING BRIDGE DECK - - - _ " - - - - - . _ - - - - - - - INSTALL CL 1 RIP RAP (MIN 18" DEPTH) INSTALL CL 1 RIP RAP (MIN 18" DEPTH) - W/ GEOTEXTILE UNDERLINER
EXISTING BRIDGE ABUTMENT ______yy/ GEOTEXTILE UNDERLINER ENTIRE 20' EASEMENT WIDTH
IN BACKGROUND - - . - - - I - - - - - - - - - - - _..._ENTIRE 20' EASEMENT WIDTH
15 150
_IB,.I----- - TOE OF FILL
EXISTING1 - - _ _ - _ . - - - - - - - - l .
WnrER tw 8" PVC FORCE MAIN I.- - EXISTING GRADE -
CONTRACT R TO.--- -I - 1- - - 16" PVC FORCE MAIN . _ _ _ 145
14 FIELD V RI Y - - _----~-__..2 ----EXISTING _ LOCATION F 15" D.I,P
LINE BYTEST - SANITARY SEWER
-PIT 1
_.f BORE AND END BENT FILL SLOPE - - ~ - - - - - - _ 5' MIN. ~ I
JACK: EXIT PIT - PQV R - I - - - PROJECTED TO BORE AND
14 / JACK DEPTH 140
- . - - - - 3'-6" MIN... -
31- 6MIN. - COVER _ - -
- _ - - _ COVER 2 18' MIN,
c 13 CUT IN 6"x6" MJ
- - - - - TEE W/ 6x8 135
--MJ INCREASER - 16" 45' _ . _
AND 8" GATE _ _ - _ M,J, BENDS - IN 3' 6° M
---VALVE _ _ COVER
3 8" 45' „
_ M.J. BENDS MJ BENDS 16" 11 130 M J BEN DS . _ - - - _
- - - COMBINATION AIR/VACUUM AND - - - -
BORE AND JACK "x16" R,J _ AIR RELEASE VALVE (FIELD- 16" 45'
EXISTING ENTRY PIT CONTRACTOR INSTALL FORCE CONTRACTOR TO INSTALL FORCE _ LOCATE AT HIGH POINT)..._.. M.J. BENDS__..___ _
- - - MAIN AT ELEVATION REQUIRED -INCREASER MAIN AT ELEVATION REQUIRED 12 6" FORCE MAIN TO AVOID HIGH SPOT TO AVOID HIGH SPOT
END BENT FILL SLOPE -PROJECTED TO BORE AND - - - - _ - - - 25
INSTALL 40 LF 16" D.I. _ _
JACK DEPTH PIPE CENTERED UNDER _ _
BORE AND JACK 140 LF 16" . _______.DITCFi - _ INSTALL 60 LF 16" D- IPE _
12 STEEL ENCASEMENT PIPE (MIN ''--CONCRETE THRUST COLLAR _-0.25" WALL THICKNESS) W/ 120
RESTRAIN TEE, 8" GATE VALVE, ______140 LF 8" DI CARRIER PIPE - _-(2) 8" 90' MJ BENDS TO
%4" --THRUST COLLAR W/ (2)EA - BB DD -
11 STAINLESS STEEL RI LE RODS 115
(2) 8" 90
MJ BENDS
- -

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00
Uu SEAL R, 44
044* DATE: APRIL 2007 SCALE MkC FLE NU ABER N CO I N MCE PROD. # 00358-0116 CU101
°~~~QOEEssIpN90l;,, &C E JOHNSTON CO( V , v p P H A^SEr^I n ^r DRAWN AMH HORIZONTAL: DRAWNG NUMBER
4e~
8FAL 1°A ATM A%/T/ K I I A \/T/ K 1 / R» / 1 C]» P Vl , f 1 Rl .F' MAIN DESIGNED CAT i~~ = 50' ^
CHECKED DMH V 1
C) 032293 za o 200 MacKenon Court, Suite 200 CHJ I UL/AT I VIVI Q Cary, North Carolina 27511 Q /VCAL:
3 RESPONSE TO DOT COMMENTS DATED 10-24-07 11-5-07 GA Phone: [phone], Fax: (919233-$031 WILSONTS MILLS AF BFB = 5- 1 PRDJ. MGR. MILLS AREA L
2 RESPONSE TO DOT COMMENTS DATED 8-20-07 9_13-07 ~QpV~O AA0002ee7 EB000e691 WASTEWATER TRANSN TR ANSMISSION STA 0+00 TO STA 16+00 STATES: REVISION
REV.NO, RESPONSE TO CONSTRUCTION GRANTS @ LOAN COMMENTS DATED 7-3-07 DESCRIPTIONS RDATE 7 T 1~, 1
sTI s Y~ www.mckimcreed.com FACILITIES IMPROVEN PROVEMENTS 3

i
NOTES:
1. CONTRACTOR TO VERIFY SIZE, DEPTH, MATERIAL AND LOCATION FOR ALL
UNDERGROUND UTILITIES PRIOR TO THE START OF CONSTRUCTION.
STA. 45+_3_0.00=
~cY\/ " 2. THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM
Ci STA. 51+83.40 INFORMATION MADE AVAILABLE FROM THE VARIOUS UTILITY OWNERS, THIS INFORMATION
° x x x x x k Ij( ~ x xU x x x x x / rr, x x + 1 x x x x x I L x x x x ~ \ r~ r ~C# IS NOT INCLUSIVE OF ALL EXISTING UNDERGROUND UTILITIES AND CABLES. THE
/ X \ CONTRACTOR IS ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES AND CABLES MAY \ EXIST WHICH ARE NOT SHOWN ON THE PLANS. PLEASE BE ADVISED THAT THE
+ WOODS6 E x _ I~~ I.x x x x x x x x x x x ~1 / r/ 15 PERMANENT UilllT RMANENT UTILITY. UNDERGROUND UTILITIES AND CABLES COULD CONFLICT WITH THE FORCE MAIN
x x x x X x x x \ j EASEMENT ~ x x x x Al ~ x x x 10" FORAIN~ EASEMENT x I CONSTRUCTION AS SHOWN. THE OWNER WILL WORK WITH THE CONTRACTOR TO REALIGN
.x THE FORCE MAIN AND APPURTENANCES TO MINIMIZE CONFLICTS. THE OWNER WILL NOT
+ + + y x x / \ / / BY OTF CARS ~x a P OF BANK T _ x/ x \ _ or CREEK k k / \ \ I CONSIDER REQUEST FOR ADDITIONAL COMPENSATION DUE TO THE PRESENCE OF
CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON THE PLANS. x / \ 1~\ I COMBINATION AIR/VACUUM AND
/ SS r \ \~Z 11~\ 1 AIR RELEASE VALVE (FIELD
\
MJ NDyG 1 LOCATE AT HIGH POINT)
30' qqR ~Nf v / 0 30qRM( NEN? UTILITY = THIS SE I~ ( 0\~0 \ \ \
A EN _ -APEMENT BE/CONST LLG~ ,Q \
`16216 45 MJ-BEND - ~9 f ( 7 )
16" GATE VALVEI I / A y
/IA\ 164 -891-
' I x Ix x x >1A ~ ^k- 1 I (f r r ~ I l( ~ ~1 r rr r,~ r r x x x x Ax x \`A, I /I I / r- 1 1391 °7fr r
x x x. x.x x x- ti\ y~ / 7/ /r ---166 \\\~~__-pg1-,,.'-r ,I~~°rr;,'r r q,4, 00 x k x x \ x //S~ /rr _991- r r / //\I h WETLAND IMPACT FLAGGING IDENTIFICATION A
- I ~1 r r j~ r-------168---- ---___16"Pv -FOR Pyc-ii ORCE (MAIN / / / \ \ I i J COORDINATES (N^El FLAG DESCRIPTION
1 6 5~, \ 20' PERMANE UTILIT x x / / / f r A1,+,11T. EASEM T N=667986.79 E=2175775.17 FR AB2001 \
N=687972.49 E=2175794.37 FR AB2002 J
CJO \ \ \ \-\1521- 1' \ r x V1T SEWER
/ / r / / o \ \1 N=687955.22 E=2175823.20 FR A82003
THIS SECTION TO v `v v '154-ItdSTALL CL 1-RIP RA~ (MI % B OT~~S` - - - - - r N=687942.44 E=2175843.07 FR AB2004
BE CONSTRUCTED \ \ \is6- - t8" _W GEOTEXTI E r"
BY OTHERS \V vv `vv UNDERL~NER ENTIRE~15'7v r / , / r r / / \ \ \ \ \ N=687929.93 E=2175863.33 FR AB2005 0
\ \ EASEMENT-W1 H \x { / / / I v \-160--~ 1 ° \ I \ \ \ N=687912.34 E=2175861.41 FR AB2006
t6' 90 v v y V A x N v ob~l/~~~~ N=687897.52 E=2175876.71 FR AB2007
[ v \ \ \ x 6 /0~ ~ MJ'B N / / \ j" r / / \ ( ~1 \ \ \ N=687871.78 E=2175891.45 FR AB2008
\I 162, \ V / 06 Illl l ~l 1111 / / / rr° ~r A
I II vv v v AN X> 11111 fill Illl lW / / / / / i \ \ \ \ N=687857.19 E=2175893.66 FR AB2009
1 I Il v \ \ \x- ~ x 1 111 II 1111 / l / / r r / / / / / r r / ` / \ N=687832.94 E=2175908.18 FR AB1001
Il CONTRACTOR TO LIB DISTRUBANCE d>_ 116 40'f III II I }I1 011 N=687830.63 E=2175905.70 FR AB1002
CORRIDOR T 15' WIDE EA'SRED V I_ x p MIJ B (p V I I I I ! 111 I / r r r r
-ALONG STRE M CENTERL E) WIQHIN\\ X 1~ I 1 I 1111111 I I 1111 / xe //r r / / r \ \ / / / / / \ II N=687820.03 E=2175883.94 FR AB1003
NE F< BUFF AND STRE BED \ V I ~1 ~I I I I I III I I ° m I) I I ~o~ / r ° N=687817.34 E=2175866.36 FR AB1004
N=687837.66 E=2175862.01 FR AB1005
i\i. \i, 1 I I III INII 0 I / v r rr 50' 0 50' J10 ' j ~
E N=687850.40 E=2175878.62 FR AB1006
SCALE; 1"=50' (Horiz.) N=687875.07 E=2175876.81 FR AB1007
175
175 N=687893.56 E=2175865.61 FR A81008
- - - N=687905.96 E=2175849.13 FR AB1009
00 0 N=687934.16 E=2175833.49 FR AB1010
COMBINATION AIR/VACUUM AND O N=687949.03 E=2175814,45 FR AB1011
170 AIR RELEASE VALVE (FIELD +170 N=687956.52 E=2175794.90 FR AB1012
LOCATE AT HIGH POINT,
INSTALL MANHOLE RIM 12 N=687828.76 E=2175954.46 FR AB1
ABOVE EXISTING GRADE) N=687821.42 E=2175951.74 FR AB2
N=687813.50 E=2175930,98 FR AB3
165 - - - - - THIS SECT ON TO BE ~ N165 N=687823.90 E=2175920.71 FR AB4
ONSTRUCTE BY OTHERS -E-A STING-G D
160 - - 160
RESTRAINED PLUG
/ 16° GATE VALVE
155 P1 A(-.F 10 F 10 f,__APF ON - ~ - - 155
QFFJ_K IAMETFR ST N
28" DEEP FROM TOP OF / % -
BANK TO TOP OF BANK
150 i 16" 22 ' MJ
btNu 1 16" 90' 150
- MJ BEND -
10' - - 24" MIN:
145 MJ BEP 16 45' - - ---MJ BEND---- 145
EXISTING
- " 16" 45* -EXISTING - MJ BEND - 8" D.I,P,1 MJ - - 12„ PVC
SANITARY- _ SANITAR
5' SEWER - - - - SEWER
140 16" 90' -
MJ;BEND - "-PVC-FO RCE-MAI - 140
-T- LLA. _
1fi" 90' EE_DEIA HEEL03)_ -CONfiR OR-TO-If t - - - - -
0 MJ BEND -FORCE-" VAS - - -
135 -I R UMU1RED_T0~ _H1GH_SP 1_ 11011. MJ BED E~ 135
SEE-CROSSI - - ETAt ..,RCS
5 - - -
SCALE: 1"=5' (Vert.) 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 )+00 50+00 51+00
REVISION INFORMATION DRAWING INFORMATION
EAST CL) T CLAYTON/ JOHNSTON COUNTY e. o:72~\ ~ SHEET
0 CAI? Num Description Date Init Inlt Date ,,~aF. .ss pun~~ i ,A 111 n^A..n w
I I n w A I I I P1 A r% r° A
Aom~
Drawn B : BJG 02/01 v IVI LLJ HMH Department of Public Utilities
6114 16" FORCE MAIN Checked B DMH 02/01 4~ STA 40+14± TO STA 51+83± WASTEWATER I F ER TRANSMISSON P.O. Box 2263 G4
A rov6d B : TGB 02/07 OF. 2! (o
1 401/404 REVISIONS 6/8/01 BJG SCALE: Hor,1 = 50 FACILITIES MP 31 IMPROVEMENTS Smithfield, NC 27577 U~* of

CONTRACTOR TO LIMIT DISTURBANCE
CORRIDOR TO 15' WIDE (MEASURED
ALONG STREAM CENTERLINE) WITHIN
M NEUSE BUFFER AND STREAM BED F,~' rR OSED{10' TEMPORARY
a * OOK TRUCTION EASEMENT
ro4 , `16" 90 MJ BEND omt,.
vvtin 6., ;1 25' NSF
- GLUBCORP GOLF OF NC; LLC 't
+ ~O7ES: + • SS1V,N W-155,16- ` d6 1$13, PG. 364 r+ r~'.+ + + I _1{905 >
'RACTOR TO VERIrY"SIZE, DEPTH;"MATERIAL' AND LOCATION FOR A -L UNDERGROUND UTILITIES PRIOR TO
STALL CL I R IP RAP + * PROPOSED y20' PERMANENT- 1 CONTRACTOR TO (MIN 8"p SANITARY THE"START OF CC START :OF CONSTRUCTION.
18 DEPTHW GEOTEXTILE /'SEWER . EASEMENT
UNDERLINER 15' WIDTH t paA N + } 'THE UNDER' PROPOSED 10 TEMPORARY AVAILABLE FROM UNDERGROUND- UTILITIES` INDICATED ON THE PLANS'HAVE BEEN TAKEN FROM INFORMATION MADE
M + yb exISTINGTOwN of CONSTRUCTION.`EASEMENT -ABLE FROM THE VARIOUS UTILITY OWNERS.,'THISINFORMATION` IS NOT INCLUSIVE OF ALL EXISTING
f~ '3' 4a• CLAYTON SANITARY UNDERGROUND UT y SEE , a ?6,. 4~ ra AND CABLES MAY RGROUND UTILITIES AND CABLES: THE CONTRACTOR IS ADVISED-THAT ADDITIONAL UNDERGROUND UTILITIES
MEET (,''~r M J ' 8E` n' tFt:5ma UNDERGROUND UT CABLES MAY EXIST WHICH ARE. NOT SHOWN' ON .THE PLANS, PLEASE BE ADVISED THAT THE RGROUND UTILITIES AND CABLES'. COULD:CONFLICT WITH THE FORCE MAIN CONSTRUCTION AS SHOWN. THE
a v . 0 se or " ' OWNER WILL WORN Lam, 'k SSl ~H TOP-'I 65 :R WILL :WORK WITH THE `CONTRACTOR TO "REALIGN THE FORCE MAN AND APPURTENANCES TO MINIMIZE
17 n" ~ r • ++r ' ' ~ firs ! "'y } ~ I X5059 " -CONPLIC7u..THE C LICTS.."THE OWNER WILL NOT CONSIDER 'REQUEST; FOR ADDITIONAL COMPENSATION DUE TO THE PRESENCE
A Avo OF CONFLICTING L ONFLICTING UTILITIES "ANb CABLES THAT,ARE NOT SHOWN ON THE PLANS.
~E rr p ° tU~~ `js.'L , .+.f., 4 } + ~ f + i' qp a
COMBINATION AIR/VACULN- N * + + 1. ROPOSED 20 PERMANENT AIR RELEASE VALVE (FIELD=i"~~ + S NNI~TARY.
LOCATE AT HIGH POINT) ` y, ' SEWBRAEASEMENT
? ^r. Tpp" INSTALL CLLI RIP.RAP ~I r e['. f"s~zv g ~q, 1 -;`I RIP.RAP (MIN"
2),lb't 1 18' DEPTH). W/ GEOTE) W/ GEOTEXTILE x'
t a ' e~ J'EN S • , .1 sre~: k+ P'" r,r t UNDERLINER 15 WIDTH r: i _ d a n,: yf zs 1 , x1, R 15' WIDTH x'
s SILT FENCE TYP k~ A~ „tr l 16,~e>~+t t j \ x,
Fr je' Sy da y 4 / IV{+PV~FOI~C~MAIN )BUFFER rf + " ; ZONE 1E'
fE ,1 r r .{f e r Pr y f ~r =e F r, ' x I , 11 fi A j K' + it NEUSE RIVEi ff r X x
i1+ 'dY . } :P 1 ^I',,p ~ y,: , i rrt } r { rye 7,4 r `.eY d',IX 1 4' t / wAOOCC' OOD~ ~ 4' x x x u
v 4;'rt'Nl,.,, .Ir - r y s`.:, { d ..h1 "v St , ,t4 yz,f 1 r t. i ,1 .1;, tf ~(t r ,t c. M1^ AOF6,RD' AND WIFE BUFFER r ZONE 2t,,
kADFQR,O 4 { r { , t y r.,, r f t y 7 ti + ",`.4 ; ' d' k, ,.irj 1 53 f r~k@Et k • µ .fi+' } k a 7
ktE H' 6,974 PG .123 y, 0 a p n , / .,,ttp yk,;, + x9 s " p S t r s x s. 1 t " f ~ ? ~ d 1,r „4 SL r a`2}, 3~U ~5' '1`.1 y.^ h + ~ ~ X f: d t f Y^' ;y : x F ,r ~ V ~I y (1 ~t
p arr 5 PG`.109 + ,!h P s / f + r, f r; t 'r,r I, r e 14 k , i 41'aJ ck e.', PB 17r k $ t 4 A. Z+ ,t, H k + R ¢f tt { M yENDh,' k Y k ~i k vK r b i F .a °y F F e a 'i
ai,! r r , t i >Y y r., r• rM1 / d a { 9 ,r r r ' J >s 4h. f u +M1 4~ S'.'Ah „ + 4 y t Ar r , 1 1 ' {F" n:;f y\ ~t Ty: 4S( y~{
INSTALL 20 LF OF 16° D rxt G y x f: v 7 l v - 11 f I k i, h C
RESTRAINED JOINT PIPE Iy t 44 MIN 4' BELOW CREEK
31 p: , c 1 d t" L. P, s I r t i ,dr / fi, ~ ~ • ` ~ 'cif Y
? ' r J ~ s , ~ u r t f e I APPROXIMATES { 1 0 O y
50' 0 50' 00' f 3; 4 , LOCATION OF 1~r
STREAM 1, r t eti CQR~ r ;T i ' e r a , rnr E 1 1 , f 1N ~ 4. , s ~ r rei 'd a ~ ~'~a.7 , 1 ~ " f 1 } Yte , + s f COR~tI~tQ Y a x`15 ERi I _ K xF x ,
SCALE: 1"=50' (Horiz.) to ~ fr tr ,s~ i~ e r i`X 1 t + 1 ? b a' 1 h, t. 4Hb f ~`zr i +R' to , S ,@ ) i F + E}'Y~ ~ }~I ~ < fs, k . M'IBl
4 ^sF t r t Y ,d 1 i SE( -v' ~?t `V x 'x'{ `g "
e k, PROPOSED SUMMERLYN
x, C4 C,Q "SUBDIVISION
F+ k t f }f ~E d.
~j
i`st t 4 eG~!yr
16" GATE VALVE
165 165
160 160
TRJ&-8' - - SANITARY G_GRADE--
155 PVC FORCE MAIN 155
_ ) 1E" 22.5-
i
COMBINATION AIR/VACUUM AND M.J, BENDS - \ AIR RELEASE VALVE (FIELD, 5+ MIN,
50 LOCATE AT HIGH POINT) 150
S-6" MIN. COVER
---16--GA E--VAL-V' -
145
3'-6° MIN. --M EN - - - COVER 145
140 0140
16" 11,25' MJ BEND 16 T~Xt CL I RIP RAP (MIN
(3 16" 11.25' - M.J. BEND- - 16'-tL S-- - - M.J. ENDS M.J. BENDS - - 1$ TH) W/ GEOTEXTILE
- ----UN INER 15' WIDTH
CONTRACTOR INSTALL FORCE- - f
D' 135 16° 90' MJ BEND MAIN AT ELEVATION REQUIRED 135
- - TO AVOID HIGH SPOT-------
20 LF OF 16" DI PIPE
CEN ER D UNDER DITCH SEE CR SSING DETAIL "B"
2
5' 130 - - 130
0 125 125
5'
31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 - 00 414-00
SCALE: 1"=5' (Vert.)
srA~ ` e JOHNSTON CO DATE: MAY 2007 SCALE M&C FI E NUMBER
3 )N COUNTY PHASE I MCE PROD. # 00358-0116 CU10
DRAWN AMH HORIZONTAL: oRnw~NC NUMBER
AN;Ado i r 11
Z- fQ SEAL tA5 I(;LAY I UN LAY I UN/ 1(5-'
200 MacKenan Court, Suite 200 V H VU FORCE MAIN CDESIGNED CAT HECKED DMH C~
C% 032293 Cary, North Carolina 27511 WILSON'S MILLS Al MILLS AREA LERTICAL: PROD. MGR. BFB = 5
Phone: [phone], Fax: [phone] WASTEWATER TRANSI TRANSMISSION STA 31 +00 TO STA 41+13± 1 P ROV E M E N TS STATUS: eewsio
1 NETLANO PERMITTING REMSIO.NS 6/8/07 AA0002667 EB0006691
REV.RO. DESCRIPTIONS oA'ff P g1 %0, ' FACILITIES IMPROVEI 1
REVISIONS ~0 ( ? www,mckimcreed.com

AM,q sNC/Ne
k k HDPE.TRANSITION COUPLING - - - - - - 2 O/V RPORgR sHE r4.
HDPE TRANSITION CO~PLING 20'x16" REDUCER r.i 1 r INSTALL CL I RIP RAP (MIN
-1iATE VALVE 16 GATE VALVE 18" DEPTH) W/ GEOTEXTILE J
90' MJ BEND ` I - 100' 16NDS 4 UNDERLINER 15' WIDTH JJ
16°x20° INCREASER x
10 k x x x x\x / k x x x x x k - \
k k k GO Mx x k 16" 11 11 ` x k kxx x x x x x x x x x x x! o x x x
x MJ BENDS MJ BENDS - x k x x k x x x x x k x k x x x cn x' x k x x k x x kxx CONTTFAGTOR ~0 LIMI DISTRUBANCE x x x x k CORRIDOR TO-45' WIDE (MEASURED
L k k - '25+0q x= k " k x x k x x k x x k x x xx x x x ctj ALONG STREAM CENTERLINE) WITHIN
x _ NEUSE BUFFER AND STREAM BED
x
16 BEND _ 16'I 1 Y4' MJ BENDS
x DIRECTIONAL DRILL COIC. - TEMPORARY APPROX. 360 LF LU N
CONSTRUCTION x x ~~R{MEU IT 90'MJ BEND (ROTATED)
EASEMENT 20" HDPE SDR 9 ~L i 00 x N SANITARY SEWER 10 TEMPORARY CONSTRUCTION EASEMENT O ja: COMBINATION AIR/VACUUM AND EASEMENTS , AIR RELEASE VALVE (FIELD
x x x CROSSING 8' ABOVE x k c Y NATURAL GROUND
SILT FENCE (TYO.) vii J LOCATE AT HIGH POINT)
16" PVC FORCE MAIN TEMPORARY BORE k k x10 ,0' PIT AREA ORE
a k O a k h _ ti Lwtj
COMBINATION AIR/VACUUM AND W 18,72 ti0 3 0 N /F 18.72' / MICHAEL L. RADFORD AND WIFE,
AIR RELEASE VALVE (FIELD ' k ~ I 3 Q LEE H. RADFORD
LOCATE AT HIGH POINT) , 181.45' I w DB 974, PG. 123
in w Z PB 17, PG. 109
x x k f Iz' x x N/E !r co /yJ W J z-,
x k I W k x JENNIFER P. GILBERT l 0w
DB 3109, PG. 441 k k k x PB 17, PG, 109 Z N l~ I
k x ' x k
k k k I h
0 Y rn
I x ~ k x
20' PERMANENT UTILITY x x x x M
EASEMENT f
N/F
NSF 10' TEMPORARY CONSTRUCTION--/I DA DI REBECCA D. FLOWERS EASEMENT I DAVID A. & KATHLEEN T. STARK 90 0 / DB 2012, PG. 754 I
DB 1398, PG, 773
x k Q k i
Lu xx o
16" 45• a x x VERTICAL I x /
MJ BENDS 2COD 0
'ES:
~ I / NOTES: 'ONTRACTOR TO VERIFY SIZE, DEPTH, MATERIAL AND LOCATION FOR ALL UNDERGROUND UTILITIES PRIOR TO
INSTALL CL I RIP RAP (MIN x Q \ 1. CONTRACTOR HE START OF CONSTRUCTION.
18" DEPTH) W/ GEOTEXTILE THE START Of
50' 0 50' 100' UNDERLINER ENTIRE 20 2. THE UNDERGF FHE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE
EASEMENT WIDTH / x k I AVAILABLE FR x ,VAILABLE FROM THE VARIOUS UTILITY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL EXISTING
SCALE 1"=50' (Horiz.) UNDERGROUNE x x INDERGROUND UTILITIES AND CABLES. THE CONTRACTOR IS ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES
M AND CABLES AF~y, x x N/F UNDERGROUNE AND CABLES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS. PLEASE BE ADVISED THAT THE INDERGROUND UTILITIES AND CABLES COULD CONFLICT WITH THE FORCE MAIN CONSTRUCTION AS SHOWN. THE
U/v / BILLY C. & SHEILA C. HONEYCUTT OWNER WILL U IWNER WILL WORK WITH THE CONTRACTOR TO REALIGN THE FORCE MAIN AND APPURTENANCES TO MINIMIZE
See s DB 1927, PG. 0689 CONFLICTS. TF ;ONFLICTS. THE OWNER WILL NOT CONSIDER REQUEST FOR ADDITIONAL COMPENSATION DUE TO THE PRESENCE
HEeT 1600 OF CONFLICTSP IF CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON THE PLANS.
155 155
- -
PROGRESS 16 90' INSTALL CL I RIP RAP (MIN - - i
- -----I ENERGY MJ BEND 18" DEPTH) W/ GEOTEXTILE - ----ROW MM (ROTATED) UNDERLINER 15' WIDTH
- - CROSSING „A„ - -
150 COMBINATION AIR/VACUUM AND (SEE BID FORM) 150
AIR RELEASE VALVE W/ 20 LF - - - PATURAL-GRO EW -GRASSING---ABOVE-
STALL P-RAP{ 1N- 16" DIP CENTERED IN MANHOLE ND____ 18 A€P~+) G€OT€X- Lf (FIELD LOCATE AT HIGH POINT)
I
lINDERLiN R - - - - - -
145 EASEM NT - - - - - COMBINATION AIR/VACUUM-AND
_ EXISTIN GRADE AIR RELEASE VALVE (FIELD` / 145
- - _ _ LOCATE AT HIGH POINT, INSTALL=
- - - - 16" PVC FORCE MAIN A IN - OUTSIDE PROGRESS ENERGY /
ROW) -r - - - -
140 _ - -
140 100 -y W.
- - - -L - - - -
-16' 11 Y4' 1000, MJ BENDS
135 1 135
T---
- - - - 16" GATE VALVE - _ - - INSTALL 20LF OF 16" DI-
PIPE CENTERED UNDER
in, DITCH SEE CROSSING
130 " 20x16 MJ - M L BEI DS - REDUCER (TYP, - DETAIL "B" SHEET D2___ 130
- BOTH SIDES) - - - y 16" GATE VALVE - - 16" 11 Y4'
- 60LF DIP CENTERED THRUST- - - - - --I - - - - - MJ BEND
UNDER DITCHES COLLAR SEE _ --1 JOINT 20" FLANGE
125 (WITH SPECIAL - X P.E. DIP (TYP; - _ DETAIL SHEET -BOTH SIDES) 125
16 22 Y' - -
_ INSTALL 40 LF 16" D.I. PIP INTERIOR COATING) D3 (TYP. BOTH 6' MIN. / - - 16" 111- - CENTERED UNDER DITCH SIDES) - - 7- - - - MJ BENDS - MJ BEND
-
20" SDR-9 CL-200
120 BUTT FUSED FLANGED _ 120
ADAPTER W/ SSTL --LAP JOINT FLANGE - - -
- - - ----(TYP. BOTH SIDES) - -
115 -
DIRECTIONAL: DRILL APPROX. 115
SCALE: 1" 5' Vertu 360 LF 20''HDPE SDR 9 - -
110 -
16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 2E 26+00 27+00 28+00 29+00 30+00 31+00
SEAL ~
DATE: MAY 2007 SCALE MkC FILE NUMBnER
• j[^. JOHNSTON C01 i N COUNTY PHASE I MCE PROJ. # 00358-0116 CU 102
A y's # CI DRAWN AMH HORIZONTAL: DRAWING NUMBER
: StAL CA51 ULAY I UN LAY I UN/ lb-' NVU F UHUE MAIN CHECKED CAT m
a 032293 0 ~ c 200 MocKenon Court, Suite 200 LERTCA DMH TRANSMISSION STA 16+00 TO STA 31+00
• ,F 2 Cary, North Carolino 27511 WILSONES MILLS AF ®•y........ Phone: [phone], Fax: [phone] WASTEWATER TRANSR MI LLS AREA OJ. MGR. BFB L: PR
1 WETLAND PERNiTNG RENSID9S 6/6/07 j E' ~ njR0 AA0002667 EB0006691
REV.NO. DESCRIP11ONS DATE akimareea.aam FACILITIES IMPROVER REVISIONS www,m P ROV E M E NTS STATUS: REV SIGN 1

i
NOTES T z q L J n 3a ' u t' a e }i rexn 3~pt.tCy Y°+y{. `k
,s r cvnl ',EI y ~'¢,iS { yY' ki3z xe4 yi s5b 3isa ;3 {+ta ~3m es 3,p1~ r'd`isr5
1. CONTRACTOR TO VERIFY SIZE, DEPTH, MATERIAL AND LOCATION FOR ALL UNDERGROUND UTILITIES PRIOR TO :CONTRA SHALL C ~THE START OF CONSTRUCTION. McPElU0'L,[1 WITH t?dP>µLf xr ^ 5 3 i ya av YS q§ s h ~ s m ci 3 a ? `~'iv 5 f YU, 1 } .F q,d ASx~sk }13amisEi Y..++,,Q{vvu. rs v U ;Y.i' f e+ t
} " 9 'y ~ ^ ~ 9 ~Y rvr p f.i'9t*A,,.a3, ~ A`m} s ' {tlR~'x'~~s J '.sa 'r"' x a:
'8' S p iC55~,^x87 tYirn Y k+{ti ~ y~X< ms. y aFrF I Y f m ^
2. THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE ( ,n AVAILABLE FROM THE VARIOUS UTILITY OWNERS, THIS INFORMATION IS NOT INCLUSIVE OF ALL EXISTING 'stt{y3 quap ,,k}. v~;«k~ k u'u' " 6 r. „t{~5 ~.s {,CY ` y "
UNDERGROUND UTILITIES AND CABLES. THE CONTRACTOR IS ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES ~r r„03"~ 1,reJry#~
AND CABLES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS. PLEASE BE ADVISED THAT THE omY A4Yw`£
UNDERGROUND UTILITIES AND CABLES COULD CONFLICT WITH THE FORCE MAIN CONSTRUCTION AS SHOWN. THE t x ?n ~ u~; 5! y , m"usx to a i^u t ro ffi Es a r d 1 r}. 5° ~ ~ "OF, Y~ya t` ;'Y~ o ar A~d~ "k s+I~~
OWNER WILL WORK WITH THE CONTRACTOR TO REALIGN THE FORCE MAIN AND APPURTENANCES TO MINIMIZE F~1 95 ti~ . r yl iA R, 0 ' S t ,H 4 ~ Y'rk J ~W~ 1 r f, P Y.id,
CONFLICTS, THE OWNER WILL NOT CONSIDER REQUEST FOR ADDITIONAL COMPENSATION DUE TO THE PRESENCE
OF CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON THE PLANS. ~rFr T l re ~}sk F k' Yrk k4f"f1 YF ' s s !N d 5 ry d y ~~m 'A e5 ! "1{s"ii' y Ysyz F a" s sk,g4x's j K) to
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t "rr { 0 s, t i t r r oe 1Jr 1 i ~15s r 4J f d l e } ~'f ( a , rv ~ Npai~ t)'3 i I x ` u r„xs' ' COORDINATES (NEE) FLAG DESCRIPTION
X q t 4e t~'' N~ a 1, Y, 1 d ~I p 4 / A ~ qW3
10 tr Jti'{l rW ~a xxlyff0.~ r N=658757.33 E=2184306.99 WF VV1 d }
Ii~ AY I I k hr ~ _ x„ y ri~t P sly 1 "''1~=x! t~ Ie} Oh q~~~ ~Ita ~ 1i F, N=658739.64 E=2184316.20 WF VV2
_ ilz " ~'{~r! G' l'a'rl r1p 41 s. S E 'U ale r, d? rat , ~ { h a. k 7 N=658719.20 E=2184344.42 WE VV3
r z aeE nh r" t ilh~yy r - e h rE tY t, u 5 a I ~ (t t l n
S N=658700.98 E=2184327.59 WF VV4
50' 0 50' 100' N=658709.43 E=2184305.79 WF VV5
N=658726.40 E=2184277.51 WF VV6
SCALE: 1"=50' (Horiz.)
190
1eo ~ I
1
185 i - - -
1 185
EXISTING GRADE
CROSSING °B°
(SEE BID FORM) _ 1d" PVC FORCE MAIN
180 180
I '
175 I . . _ 175
i
170 I ~ y _ . 170
EXISTING 8"
EQUALITY STATION PETROLEUM LINES INSTALL 10" D.I.
AHEAD STA. 22+30 (C51A)= - - PIPE WITHIN 100'
BACK STA. 27+73t (C50B) EXISTING 16" EXISTING 8'x7 RADIUS OF WELL
PETROLEUM LINE 65 CMP (3 EA) - ._N--' i- 165
10 EXISTING 10"
HP NATURAL
r GAS LINE 10" GATE
VALVE _ { - - _ 160
3'-6° MIN 3" MIN.
J-_ COVER ER
t 10" 90' MJ BEND - -
10' \ MIN.
- } 155
10" GATE VALVE E
1 JOINT 10"~ FLANGE -
12%10" FLANGED X P.E. DIP (TYP REDUCER (TYP. - - BOTH SIDES)
150
5' BOTH SIDES) 150 12" SDR-9 CL-200
:BUTT FUSED FLANGED ED
THRUST COLLAR SEE 4' MIN ADAPTER W/ SSTL I i
DETAIL SHEET D3 (TYP. LAP JOINT FLANGE
0 BOTH SIDES) (TYP. BOTH SIDES)
12 SDR-9 CL-200 - 145
BUTT FUSED HDPE
PIPE -
5' 140 I _ ' _ ~ ~
23+00 24+00 25+00 26-I-00 27+00 28+00 29+00 30+00 31+00
SCALE: 1"=5' (Vert.) i
SEAL SEA DATE: APRIL 2007 SCALE M&c Fi E Nur9
['&Mja4&CREED uu JOH T N "UN PI IA1J~ ' MCE PROJ. N 00358-0116 ulw DRAWN AMH HORIZONTAL: DRAIWNG NUMBER
PAd+-VtI AV"Pf1AI 7 rr-~ne i 1 t'1pp D\lr C-OD C7 kA Alf\l DESIGNED CAT1MG 1°=50' 0-t r- A A
200 MacKenan Court, Suite 200 r-/-XO I UL/AT I VIN f SEAL t ~~+AREA ~ I v ~ 1 ~1 x~L- lvi^l11 CHECKED DMH Ll ICAL:
Cary, North Carolina 27511 WILSON'S MILLS AREA
aFryB,BCx Phone: [phone], Fax [phone] WASTEWATER TRA~MIJw .S AREA PROD. MGR. BFB =5
1 SWIFT CREEK RfAllglMfNi PER JOHNSTON CCUNtt 6/10/07 a 4 ° \N SMiSSiOrv SWIFT CREEK RD STATUS: R:IoN
1 RENSEO TO SHOW NEUSE PUFFER 5/14/07 IqTy „~t,~~gae+°~ AA0002667 EB0006691 REVAO R;ilnNS DATE Gfp'7 °1,y0 www.mckimcreed.corn FACILITIES IMPROVEMEN
DVEMENTS STA 22+30 TO STA 31+00

L ,Yy t <'atf rti r e Y+
50' 0 50' 100' a T +ntwtgAIR'~`L 1: r' 7} m 7 v i x k i f ar> t a t; v h45 q r' rf ! r Z 1 `A .a, ?3 t ! t r" ` is v 1 k 5 r r a u' t' ~t• td MEMO= , Nd~t C'g`}zrm Y n7 Jk` 'rl , ai L ('",z + ~ z t' r , , E ~ EQUALITY STATION „n„:r 5 ~ nt } E7t1Tt >y9+~ b5~g r ` i~ f r, 'rl f^y W=gr ^ ,d "Ii 9 f U tE,rty ;6 ' vz b t 1+rt t, ' rt r L g
fk i if A 1 `'t xk,.F it.y4`''J,' t sz N7 3srk sly~}~ 4~*~',e~~ti' lf` ",i"'i A 1 srk ?r r cr d & 4 n ~ r l~ i` >s! t i'I ur 'i is ' A v 5 art tin r " .r v s d,3 q. f ,,5~. .i 5) Ii's'':4 is f~ du R.; TM. # att x- y 's rrSF1`{~S >'k '~sig ,t.`5 rr ~?r.. 4 "r. ry, ~iti'bh (:N$?, ;,a ,rc,4G~f rt ~'I'rr"a ,ral''"'`L,+~tM 52!rbf 13a p,3r if 'zb uitl! i'vl ~ANP7r~`~ 1W' 1^'' ~ ,~s; f,~ f' I , AHEAD STA. 22+30 C51 A M , ° ~ I r z J rig r, ',;y, y'~P gy, !('J1. s rfa~t~i r:;f {biz`" \ ) u f tdr na, I'~v gt r s €
SCALE: 1°=50' (Horiz.) m; 4 1 r~ azvr , t 4 alt, n c ! t s.. s a Nllr T f awr~1~ 1+ i'T 'ff. y S s ~ :r'tvt f {7 ¢ •e'N"F`N" ~zG s x ~~,dpi"if :rrkl3s' i+"'6 sd~,: rM ~ 3 Ni~'tr ~ 44t 11 q!"U~r'~YY i7kt r!", ~ ~fi~E~'~~Y,' kJ~r~, } rrt~r id,- n,' ,,2.,7xt~;; ax~~r{ BACK STA. 27+73f (C506) r~ }{{tom kt~,1~~ ^ ~,h~~n~'t z z.., 4£ t w r ~t' ~ ru, b t3"S"'~art,,.,44,YV v ~x ~u u.. Gri
a h 4E,'Ls. ! t e< 3rr ,n f r r1 is t ; tt'r'dr }i r t Isv 5 i a St ,t ,3rs t n`'iii taLrr~€I ??:'S{ft :f tl7 cx 1 r Y eSf at 14's~< i r',) ,.f t~~t n F sy'3r. 3Y.` { d,^+fl v" x ref rtYi t fl h. 4 a 7 ~ r, y 1 b3,~, ZY S t d 4 ~+fil' k..r qq71 d~ +ttitf' Y i'c'y L r' < f?r4yi'~e u, 5 r ? vF )n rS4E4 " i tf. a.t vf' } fyTt{y+ti'Wk S tv k rid"X r' ki ( ~ t Yr' F ~ "w*K i*Fn ~ '.7:. k+ a w ' . 3 V As r r n o t~ s Y+4 a n3g~ z r 1:,'~''ry
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5~14`vAr~~' d y ,P s~ c h z+r~f','71( r CONTRACTOR TO VERIFY SIZE, DEPTH, MATERIAL AND LOCATION FOR ALL UNDERGROUND UTILITIES PRIOR TO { ~ ~ t
ty rc t THE START OF CONSTRUCTION.
R.~ ftr ~i°y;` 4 Sr z< ,i.. Et a r o 'f x n U d i ~sa' a k rt e ~ 2 ! t f ~r 1z„ 2. THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE
Lea ~ A~ ~t } ~ t'sv frv ~ N. + Aar " f u b V rr r s a e ~ - f r'~ .I ~ ~i -2 t i n a' z ii rn tfj } p" AVAILABLE FROM THE VARIOUS UTILITY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL EXISTING
UNDERGROUND UTILITIES AND CABLES. THE CONTRACTOR IS ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES
S~` r' a 4 ~ c v a i 4 ' Sb K?~ ar,, ~L ~ sLUizrai' t t "$i d t ft p C:? AND CABLES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS. PLEASE BE ADVISED THAT THE
t E t' }ta N+ r + } r~ t. r (T~ tt'r";L~"}tr UNDERGROUND UTILITIES AND CABLES COULD CONFLICT WITH THE FORCE MAIN CONSTRUCTION AS SHOWN. THE
t Yy~ OWNER WILL WORK WITH THE CONTRACTOR TO REALIGN THE FORCE MAIN AND APPURTENANCES TO MINIMIZE }u '%J'?;t,. r :zrMtrxtiwws;£"" , r rs gyp` ' n`„' £Z, ;
CONFLICTS. THE OWNER WILL NOT CONSIDER REQUEST FOR ADDITIONAL COMPENSATION DUE TO THE PRESENCE OF CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON THE PLANS.
I _ _ I WETLAND IMPACT FLAGGING
a_ I I I - NORTHING EASTING WETLAND FLAG
' WFFR1028
j 65 18' 2184561 FR1025
- - 190 _ - 190 658275,93' ' FR-1027
' FR-1026 658277,94' -2-1 BA519,9J'- FR-1024
658311,50' 2184493,98' 2184512,46' FR-1020
4.51. 8451 FR-1022
185 - ' FR-1021 185 658351,26'
2184488,29' FR-1019 658370,75' 2184472.33' FR-1018
2184465,01' FR-1017
2184335.05' FR-1001 6586,39,86' 2184284,29' 658661,43' 218429702' FR-1003
- - EXI TING 8" - - - - - - - WA ER LINE
80._.__._-... 180
658618,03' 218429t9l' FR-1004 6 2184313,18' FR-1005
_ EXISTING GRADE ' FR-1006 558553 45' 658537.01' 2184316.11' FR-1007
6 2184326,84' FR-1008
175 175 658485 55' 2184337,74' FR-1009
' FR-1010 -k
18' MIN. 658469,49' 2184371,85' FR-1011 ' FR-1012
_ 658494,55' 44 FR-1013
658474,137' 1 218 FR-1014
- 170 _ _ 44460 658457,77' 21844 7' FR-1015
- - 170 4 4.17' 21844 FR-1016
I I I
i COMBINATION AIR/VACUUM AND AIR
RELEASE VALVE (FIELD LOCATE AT HIGH
165 - -
10" PVC FORCE MAIN - - r 16 POINT)
I ~ t , I
160 - 160
f
j 3'-6" MIN. I
b .
55 - ( - - - - : i - - - 155
I
(2) (2) 10" 22 5'
- MJ BENS - CONTRACTOR TO INSTALL PIPE AT
0 150 - - - . - 1 ELEVATION REQUIRED TO AVOID A
- - ANTI--SEEP COLLAR (TYP--OF 3) HIGH SPOT 150
SEE DE {AIL SHEET D _ I 1 ^
7+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+0 SCALE: 1"=5' (Vert.) 25+00 26+00 27+00
SEAL SEAL DATE: AUGUST 2007 SCALE ^&c vf~ eu+eeR
46
8 Ofd ~ M~ ~ A fzeFp APIA MqMM&CREED 4&~ PHASE I MCE PROJ. 0358-0116 C(~ I ~G DRAWN AMH HORIZONTAL: oanvrlNC euMt3eR
I F JHSTON C( ' L~ e E! AQ'P f+l AVTl1 f*1 fl VYf1R I/ IF 1 r)" 0 \ It E-n0 E- A A A I P I DESIGNED CCG 1"=50'
E 200 MacKenan Court, Suite 200 ' ~'Li11 uLm r I viv/ I u r vu r yr\tat® We~101 CHECKED JBFE3 LJICAL:
032293 j Cary, North Carolina 27511 WILSON'S MILLS
Phone; [phone], Fax: [phone] WASTEWATER TRAM, MILLS AREA RTRANSMISSION CITATION LN.
2 EASEMENT RENSIONS 10/22/07 ryesee(''~q`* 6MFi CHEEK RD REALIGNMENT PER JOHNSTON COUNTY EMSION 8/10/07 ,~~ag!!a~yTRN\SS~ AA0002667 EB0006891
etv.NOE DESCRIPnONS oar 47/c/ 0 www.mckimcreed,com FACILITIES IMPROVE
R N MP/ R®VEM ENTS STATUS: REVISION STA. 16+00 TO STA. 27+731: 2

A NOTE i `4'wxtt 4n rti ! r Is. t .a ut r 4' a ms4~f' rh`N w 31'7X:xra i r a w.s , > ~w dd" P 4 .,.4 z x t+y, i • x1 # }v r t r.. nI 3 mn e K.x "rr 'u ~YS', •y "v~'as'W t , • + r ,x tk knz t k ` r, , " r,~s1 r? t 9 ,+T. t }w , , r Wi a d,, f r rti~~ 4 J "nNr r v k , .S , t„,e z s
§x,ck;; u t ny„ 4£ s v:: r,r pr". t +SL iy rr; UM1, s.,i+tr,,+,r +a ,?o .5 p'$`,rr 15 Ye a `,ti',. t„` ,t.t tut Fm,.. N a 3 •m, a#` yX, 1 r,:lxdl rt, M rX~* m4f~H„Y X°dva;, tv .mr#flw,,, , uN .:xr+rv ;f` mYx a t x w'' i > ;4 41 " 4S i Y £ dl § "r µ!r,+ .q.p r# a r ,
1. CONTRACTOR TO VERIFY SIZE, DEPTH, MATERIAL AND LOCATION FOR ALL UNDERGROUND UTILITIES PRIOR TO a w' s ~~fr•kp~rgrar axier r ~j b rr} rX, „ tst ",V;"ak 'r$yy,,. S4r 3,,. rkir3y 1 t r rc" ,tx" y Y' r`b rrs 4i:{t, +r tt`'Sir,m ys,+"r r''4fi„`~ y. J +~a ~r kroixw"'@ #t 3kY ..X l st; '.;J t" v;""{#:" t m.,. iSt
L. THE START OF CONSTRUCTION. f rJ < 9 ~ iv r Jt T'„wews4fW s#+aJ' x { xya # ? x~k s p S r m, rt Y F Yi j m ~ ss 1`5. x to r,. y 3, r q'`:#'t rgy,rvr„ 4Y ..iv'.„ "i ,4. ,:,i ~f ..xr. .li T 3 ~c.~: >rr >rari ra ~Y£l '.~{fit r o„' it Nti. ,Y'u ,~.ir S~ M l n,• , t,' ,.d ",ki r.;,.,;, tmgr "•$.S f r, ,al• aaa4, S a tix"{ ;nlY e n.h., Z$'r'S5 !u tint,.., tx m! R 4r r,.<S XFa,;zr „4,; , 1; , rss ,.rftrti r X P" 7I .4; S; r .y ))fi }j'~ k3"~ J„'r', ~ {z~,~ ? ft } t 4 i 1 h 4 '_:a„ ~ ,•-.ri .,:.;t, ,.x' , u + Y, „'3„t t ,,.e
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r m EXISTING 16 2. THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE WATER LINE AVAILABLE FROM THE VARIOUS UTILITY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL EXISTING' m r' ` w'„ t $r „rS S ,r 3S , d<,s§?k,` .X a a Ya'r i. ¢ r,:.,r' aFt ,58A'ke 1k m
r ea x 4J,'' UNDERGROUND UTILITIES AND CABLES. THE CONTRACTOR IS ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES •x.C:~`~"` m`Y+ "'*r•+r,~, to rr '~$I>txr a 4 6.. A4 3 ! r r ~ i~ rP .k.,a~,~: t ",i§ r x 9 ~ z 3 ,r rv r 4 M 4~ t r 3';I,R{ m+f ¢ 5, 1 r r , ,ri
2 AND CABLES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS. PLEASE BE ADVISED THAT THE s {$sry s~qx"''`` raS m„;4. a:S;~'~ YY'"xla #S:' tt ~uJ{r.. !'r r3r'm r ~r,<vr'x#ri. 1wr "''r .FY ti?rr,' `Al 4, S. "'1 °,•tti~'tY. ,"ta k s'i~Y,. ;y'ARxS'Y^~i4ifi kfr "Xsts % J;a,(tS F,:`s's... s ff~c` ?i':. ;iY+"„l i" t '^tf ri ~`+d^
UNDERGROUND UTILITIES AND CABLES COULD CONFLICT WITH THE FORCE MAIN CONSTRUCTION AS SHOWN. THE n ~JS,3 {f ;yl 1: r ~ Y, x: r tiI Ft `3`ytiinY r r S 3„' ;~'r't {rPS, ~ 3. ~Saa# , ~s ' s$ u~~~rAx„ x,t f ,N,ti , ~ ' y,t ,4"r~r 4J $r xtxkri E ra :,aa x ra& k kr,Y> , 5;. a, ~ tr i l r r s r I 5J,; ~ ",,,~5' i'k;i t ~,t > ew S X'y ~k J d 1 c 8'k wv
A s~ OWNER WILL WORK WITH THE CONTRACTOR TO REALIGN THE FORCE MAIN AND APPURTENANCES TO MINIMIZE? ~x"ATaL F„~~ `a t''a ;a > g r t r "R'"".4) ~ $ s +k n f"'. + r ~ ~ s» ? K ~rm6~ 4 5~r~ r ~ r :at ld~# 3 `i\ S,~t,Y ~R.,F "a i 5• 'Yr S s, 9Y+ t v:: i r,sA'" ~',?.~.rYw x tlt "'r wxrrk' ; ^,k~i it ru~~ n% ~ rrk}9Sw'4 r , r: rk 4 r.: r ,o {d+'~"~ "Y"9 ;a•~;. i `rb: +w" , r ~ " Lr, , 5~
EXISTING 15" CONFLICTS. THE OWNER WILL NOT CONSIDER REQUEST FOR ADDITIONAL COMPENSATION DUE TO THE PRESENCE 110 m ~ r k•,kyy~~rv~~A rry ~1":.:'u,<S ~,,j ,U?& r t"a'',~w t&t'a'si iFl~k ~i~,rcm ~zS'1< i~ y, m,crt ~ F rr dyiF.s y„ ,"c~`~' xY> X r"^;q~3'4 y`~,Y~,, Ya>A~"at 4„ £ $ ' -0 Y Y ~ k f ~.,f #I r, ~ N d Wr~ar !a '~fr'9 ~ n ~;r
SANITARY, OF CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON THE PLANS. SEWER ~(a Y" Tt ykf c4. ~ '~,J . g:„) Y~ fe(.' N, l 43'k5, rr o-lt~;+ ~c~: F vFY 's 5t k' "t'r3 i tk i t 'i 3 a2 k of » aY ' r 3k h Y r i {a to + v J "t~ 3r, y'Y"rP in a^>.r t 7 `i" ait 4t '1 yw~. ks, ,.Y rz •RtNSt 1,~w ' .Y. .
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N=642764,02 E=2192491.79 WF RR1
I NOTE: CONTRACTOR TO TEST PIT EX. 24" FORCE MAIN TO
- - 20" 224' DETERMINE EXACT LOCATION, ALIGNMENT AND DEPTH PRIOR TO
110 204' 45' - j _ 2A" PVC FARCE FAIN _ C I _ 10 INSTALLING 20" FORCE MAIN. NOTIFY ENGINEER IF CHANGES WETLAND IMPACT FLAGGING IDENTIFICATION SS dD I ARE REQUIRED IN ALIGNMENT, FITTINGS OR DEPTH OF
MJ BEND - - - RJ BEND PROPOSED 20" FORCE MAIN. COORDINATES (NEE) FLAG DESCRIPTION
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5 -
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0 N=642220.33 E=2193245.87 WF TT2
if N=642234.32 E=2193231.21 WF TT3
I N=642251.66 E=2193186.96 WF TT4
432+00 433+00 434+00 435+00 436+00 437+00 438+00 439+00 440+00 441+00 442+00 N=642259.72 E=2193177.34 WF TT5
N=642228.27 E=2193171.90 WF TT6
SCALE: 1"=5' (Vert u
SEAL SEAL DATE: MAY 2007 SCALE R
6 I MCE PROD. # 00358-0116 ~L1, DRAWN AMH tiORIZONTA~:
0 01 ygBy,~~r ~~e/Op e~
q~ ! 1 r ~1 e m F m IF 0r) 91 o It% cnonc AA A1KI DESIGNED CCG/CAT 1"=50'
SEAL ; 200 MacKenan Court, Suite 200 EA+~T~~YT ~ L! F V I WI \ \-f L- IVI Y%I I \4 CHECKED DMH VERTICAL: U44 I
Cs03283 Cary, North Carolina 27511 t
a «a a roxeEMaNRAUaMErvrrROEASEMENT REwsions a/~~/R~ < Phone: [phone], Fax: [phone] WILSON'S MILL JAS MILLS AREA PROD. MGR. BFB 1°=5'
"ER TRANSMISSION HIGHWAY 70 STATUS: REVISION
1 AEMSE0EiOT5N0N' NNff~BUF(YUNiS & LOANS COMMENTS DATED 7/3/07. 8/10/07 I P91n~ AA0002667 EB0006691 WASTEWATER T1 AA
RE4,140, DESCRIPTIONS RATE p p~^y R I N www.mcl<imcreed.com FACILITIES IMPRV IMPROVEMENTS STA. 432+00 TO STA. 442+47:± 3

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YARD INLET „ OPEN ~.,~Np iY o CU 3 ; , : ,.I,,~t+r +.3te 1t ,a. :+BMMEN, y}~ alt S t , e' 1 sf G }to- r - yt, F3S~'e yt b s 3s stF. . r 2r' 7 id>iLt`4 ,{ap {x MDU Ta d rj
i.., ' w t, TEGTON (SEE XM y, "trl., k.`ra "st v: POINT FM 3 f' pd s< 'tt r W's.. 4 a$af 4a r.f u. b h F~. rr y,#L"*w lg, rt $YYU aye rv rdw ~ s ti# x~~
N ~y DETAIL SHEET D4) u~ 33 , , .POINT FM 4 400 LF OF 20" DUCTILEIRON PIPE ro T~a~! ,r l IS x a+ " ~,.d " "-4, U' WITH NBR GASKETS (SEE NOTE 3) c
EXISTING 4 L en
W I
1. CONTRACTOR TO VERIFY SIZE, DEPTH, MATERIAL AND LOCATION FOR ALL UNDERGROUND UTILITIES PRIOR TO FORCE MAIN POINT TABLE
50' 0 50' '100' THE START OF CONSTRUCTION. COOF COORDINATES (N El POINT DESCRIPTION
2. THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE N=64351 SCALE: 1"=50' (Horiz.) AVAILABLE FROM THE VARIOUS UTILITY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL EXISTING N=643514,16, E=2191118.74 FM i
N=64345 N=643454.79, E=2191221.52 FM 2 WETLAND IMPACT FLAGGING IDENTIFICATION RR
UNDERGROUND UTILITIES AND CABLES. THE CONTRACTOR IS ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES AND CABLES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS. PLEASE BE ADVISED THAT THE N=643381 N=643388.94, E=2191311.62 FM 3 COORDINATES (N,EI FLAG DESCRIPTIO
UNDERGROUND UTILITIES AND CABLES COULD CONFLICT WITH THE FORCE MAIN CONSTRUCTION AS SHOWN. THE N=64333( N=642741.97, E=2192458.30 WF RR2
OWNER WILL WORK WITH THE CONTRACTOR TO REALIGN THE FORCE MAIN AND APPURTENANCES TO MINIMIZE N=643330.55, E=2191437.20 FM 4 N
N=643311,94, E=2191491.64 FM 5
/ CONFLICTS. THE OWNER WILLLNOQTpRC~O~NCSI~D~EaR~REQUEST ~FONR~ADDITIION7ANLF COMPENSATION DUE TO THE PRESENCE N=643311
2'~%l'° `'"ri'y ! ~E'1~ eW~ .0'~ ~P"`' y ~^v ~^e ` 1^e~ N=64326; N=643262.39, E=2191636.06 FM 6
3. POTENTIAL SOIL CONTAMINATION WITH PETROLEUM PRODUCTS IS SUSPECTED BETWEEN STATIONS 418+50 AND
422+50. THE ENGINEER'S REPRESENTATIVE OR THE COUNTY'S FIELD REPRESENTATIVE WILL MAKE THE
45 DETERMINATION DURING CONSTRUCTION IF DUCTILE IRON PIPE WITH NBR GASKETS 1S REQUIRED IN THIS AREA 145
i
140 140
I - I I~ 1
135 . , _ 135
I I - 130 EXISTING 4" - - - - - - - -4 - WATER LINE - -
30
CONTRACTOR TO INSTALL FORCE
MAIN AT ELEVATION REQUIRED TO 20" PVC FORCE MAIN CONTRACTOR TO INSTALL FORCE MAIN AT
EXISTING l i AVOID HIGH SPOT j 36° RCP EXISTING r-- ELEVATION REQUIRED TO AVOID HIGH EXISTING GROUND SPOT
125':°h--_°"1'"'S
i _ I 125
L
- ~ - - ~ ~ ~ EXISTlNO 3 -6' - 15' RCP
- MIN,
24" MIN, COVER -
L. 120 - _ _ _ I - - - - 120 -
i 24" MIN. -i - a - - - 24" MIN 24" MIN.
20" 11 MJ' BEND
115 MJ BEND 10 2D BENDS 45' BENDS
- I. - MJBEND I 0" - 115
20 11' 400 LF ITH NBRFGASKEDTSCTSEEI OTEPIPE _ 20" 41 20" 45' MJ
BENDS W BENDS
110 I -A -A 110
5
~ t I I I
} ~ I
Q 105 . 1 _ . _ r l _ 105
I- I I j ! I i _ I
5 416+00 417+00 418+00 419+00 420+00 421+00 422+00 423+00 424+00 425+00 42 426+00 4274-00 428+00 429+00 430+00 431+00 432+00
SCALE; 1"=5' (Vert.)
SEAL SEAL DATE: APRIL 2007 SCALE M&C FILE NUMBER
-
GAS A~aa DRAWING NUMBER
• s ; ° p P uREED PHASE I DRAPROD. 0035$-0116 CU74 DRAWN AMH HORIZONTAL: ,
F444kA.-~~ I F JOHNSTO'N t [=A~OZT ri AVTn ('_i AVTr Nl/ e)n" InxI % i'n ! rNr- kAAIAI NFSI(;NFn CCC/CAT 1-50
<"4' `~'>6Y i va aw o wvi a ~ e w
SEAL 200 MacKenan Court, Suite 200 WILSON'S MILLS CHECKED OMH LVERTICAIJ 3 MILLS AREA
032293 e Cary, North Carolina 27511 ° tifi ~a ;.JA Phone: [phone]L Fax: [phone] PROD. MGR. =5'
2 FORCENAIN REALIGNMENT AND EASEMENT RENSION 10/22/07 "P y~G~Nb WASTEWATER TRANS .R TRANSMISSION IG-IWAY 70
i RESPONSE 70 CONSTRUCTION GRANTS N LOANS COMMENTS DATED 7/3/07 8/10/07 ~Bp- R a}..... AA0002667 E80006691 IMPROVEMENTS I- STATUS: REVISION
REV,NO. DESCRIPTIONS DATE P liB<~ FACILITIES IMPROVI a,9 I N ~ ~ www.mckimcreed.com STA. 416+00 TO STA. 432+00 2

NOTES:
WETLAND IMPACT FLAGGING IDENTIFICATION S 1. CONTRACTOR TO VERIFY SIZE, DEPTH, MATERIAL AND LOCATION FOR ALL UNDERGROUND UTILIT 20UND UTILITIES PRIOR TO
- COORDINATES (N E1 FLAG DESCRIPTIO THE START OF CONSTRUCTION. N
N=647349.592 E=2189205.621 WF S1 TT fr 5T4u wA. 2. THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM INFORMATION INFORMATION MADE „ 11,r 29
„TMTY # T' T AVAILABLE FROM THE VARIOUS UTILITY OWNERS. THIS INFORMATION 15 NOT INCLUSIVE OF ALL iIVE OF ALL EXISTING m. k 'y" J a 4s 4 x
N=647355.532 E=2189212.022 WF S2 w'T"af` r, r 3 xld i „ ys UNDERGROUND UTILITIES AND CABLES. THE CONTRACTOR IS ADVISED THAT ADDITIONAL UNDERL )NAL UNDERGROUND UTILITIES aw,a•.. 5 'a „ '
N=647330:407 E=2189221.352 WF S3 TP } t ~L a T a f AND CABLES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS, PLEASE BE ADVISED THAT TI- SED THAT THEY Y t ±,~qt g+ {s 4 i r
L iO~ I'I UNDERGROUND UTILITIES AND CABLES COULD CONFLICT WITH THE FORCE MAIN CONSTRUCTION N=647313.542 E=2189208.652 WF 54 r OWNER WILL WORK WITH THE CONTRACTOR TO REALIGN THE FORCE MAIN AND APPURTENANCES AIR, JSTRUCTION AS SHOWN. THE "
CONFLICTS. THE OWNER WILL NOT CONSIDER REQUEST FOR ADDITIONAL COMPENSATION DUE TO 'URTENANCES TO MINIMIZES
FF.. OF CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON THE PLANS x V LION DUE TO THE PRESENCE
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EXISTING f3s4~, ~t „ , . 1},L 41 30 ~ ~h` yy k ? .Y.,`' , s~`'.'. !1';`i w~;,b~ !!u} fi`"}~~(~' } ~,t lin ttt-0 ~ in ,~>Y5i N' kf 4,_ it ' nY,n' ~k'}.{ f w, EXISri
w)=1 SAi~ARY SEWER IN OUT(N41 88' WATER LINE- EXIS'T(IO~,,.,
CONTRACTOR ,`>;tr , c > - 1 .co.`t,;v a1 z F 4h !a a. a } f n Yf, } F 1 ' TO LIMIT ~11STUR$ANCE ATER, t w
CORRIDOR TO 15" WIDE (MEASURED ~ ~ SsMN 1~ FtC ( IDATB
pD ALONG STREAM CENTERLINE) WITHIN IV,(-`T 999 ,,'n: J YY y ~ f ..1 V1 ~'$13:,7r i{ y Y..enVis ,.<3l .,'mot, 5.1 $ fv~N,. its 9(Y. 44 h4i ik4I`Y1Mi~
LO NEUSE BUFFER>AN ,,ST, A a ~f =1 k r,:. ~rnu"}., rtit .,t.a, ! = rf!! aoUY(NW) 7 d$J t D ...o-E,t.M B p Io' a;. >9' ;,.o t 9 S.UM'Fk=.t nvt ri , :Vr,.+r,.,xrc +Nu t~ a SS, x2 I CC}MBINATION AIR/VAC#JU AEI 4 . , , , t~ (SL}-146 57 r ~£8m
.m at?+Aer. Aaxrcla!N'W3' NS4!!+a?`'fifi'kNi 2k. rp' ,'5t EOP"~t' s- lAf,?"'r"i ,{t, ;'r ;a': 1l~,`„> .,LISTING` ht, 1 j~.jq~py IN OUT(N,W) 146,84';, ~ ; r W WAIt'I< LIN11i zx 1 4 WpktF'i1W A,T 1'A!?OIITt arc? Ysw!M rP i. r: rlta , 2V PVC . ,
EXISTING 8" WA1EwlOk tin,"k )s ~ </'4 n U -0k+Y yr yy
;FO E MAIN ARV . +s * k 3 WATER LINE i p
Z 360400 * k>~`. + 2T'R !13 EO 365+C10
W + e rt} v~ e i a 13' EOP T, w70+Clt~Y ~S,
If 4-- 15 FCP_6 8'RCP+ ~,llv.... { G~J 1- E _ w
r , t -
- m, I + , - ,-o N~» x&an 6'~~~r waw • ~ K mws a", dm ; ~ {'~iA ~ wa v6y .yau . iixw , { +w4>r ~ ~,g ~ ) ~ , { y
s In, ~v D/W " .;w I CANC O~W + t v! , S x # ut L-'}gs 4, 5„ S}nt ! Y 3' Ljj
~C (2) 20 224' MJ BENDS N N r I?A ' T U a D 4 ,4} ,'l~1T*JU{~z1t gf~
r ,L V- f rt4 ln, D t k s 1Y;, f (4)` 45 MU, BS= +~;=s of ' ! , . fit L >A } t 1 F c E 1 9 t t z h r r ~"i'M }~;~~r'y~ sn~~` r , £ r.' C% p 0 ~ e Q ~ ~ 7 ~ £ it ~ x n £,a@,~ ~ 3 a• `stn+~' k'~ ~Y r"'`'~„~.+ ~ 1 i, V g,'ve a ~ u~
k N CUT ,h, ! ?Yt ! r, r , M1 J , +=}rs tJ iw~ , a $4 H 'IN e*,.",, s: 1+d , ! ! 4i } rrr l~.r + dGp4,a; rr' +<v , { u e ` + >f s to rvt s sc ,,2 , , & r !'s r S r4k + ~~N CUT 1a, a t ?r k`. W VI ~ 5 . t, SU} lA t i 'n ,.rV V f {7 tt ~ t ~4 # . { ~ ~ Sn i ?a ~a Vg's t„2; O x'r } ,r r= r„? N C t (2) 20" 22 f" p1u ,u,r r V?s v u r~h1
J I" e tt ,i at+d 1 t l r " 'kx , i? a 4s",xt f k,r tI „i;'' N !A l~~5ti rrlT ' a,A COMBINATION AI M A NSTALL 40 LF` 20" D.I. S 1 t~l a.. ,w {'v,1"„4 $5'r}, >.;,r Y'k 4` i^ ~p(fx
AIR RE (FIFE i : 1. + PIPE CENTERED UNDER t :t :i .eT0.RD INLET' ) + tt GA IEA 7s $x~qz ~drv m,Y 1t i 3k. ' r i at SSMH ur,? a s
} fi 4iz C'r' u" , i , Ii 1 'N lrt t~)rzm,kl LOG G 'POINTS EXISTING DITC AI (t f!` ' " , ,IS RIP t. ap t . 4 ( i1,,k? f St t Ct 4 , h~ ~ .E f S k f PW2+.' + k~ ~ W!, k )s',. l~bkitl, t ~~'fS' `gyp rf+Yi ~$ar~ii~"a S d„' w , 1 ors TECTION (Tl) TOP 156;99'
SEE CROSSIN L ,W 2 ,r ii t~ n v - ' r r? E DET, L 5~~- .011?. +y y ; 1 £}ry wt Ir"?~f x. t n, ..v > C J„ IN
SHEET D2 L IN E)-146 64E . B ~t s'}r, ,tu , .,x ` f ut Ea '7: ,'rd.Ay> a Y~ "'r~;: Qi , } 1~'~I „[h x 3~PY'}Y %N~a (db ~tj NE A',
h MA t t: i.. Y i ShN ,~`~y`~}" F r Await ',z* It,r 5 . ''k.' ' ;fr , £ i ' n} ' fi ''4~q v ;a'. c1'}' ~At}k }'`kk k " at F ! 3 x d 'i k ! t1 f 1 x rp1 b~ At`y' { 4 apn ii' r,.,' s. rt+~y~nr+," uta~0 RC 'MA! U'+ ~'~o'itr~"Yra~; 'G^" g~3 t •y„" /t ~'ti f 4~ Fa' 5: i~ < .e e~Y 4 e~i'3iJ xra tf
Ei Nr iN ! " 9 } s n?ir , FY. k t:: tt sA1)!f>tP $}Ytf:ej (ii r H Fv r 7„ £ 2 ~ rr rki+~i{{dr ~ d r ~ r ~s H'ver rs ~ r
MMRY i, ~ #r 'Y ' s XJ7 E:~. r f n(t i' 'A r A .w rA !Y > ~ S ~ R ".'7 ,n , „ t~ t t t.>!i i; ^ rC, so S V' y„^(. V?, + f fir' 3 ' Ak , `t n x 5
fi g[ ~ x fi ~e" t , ,xh ! r 1t., "rx1 kk "+hg,,y` e a a idl £~a~~ ~t Y, r rp~ ~r s a"'i j h y n { £ ~S t 3 S
~g N ~ :r., .f. e.r.n sy, , Yt.}, { . aaIX , „u, •5 r . 'b
50' 0 50' 100'
SCALE: 1"=50' (Horiz.)
170 170
I
165 . _ - - - t - . - - - 1 I _ 165
COMBINATION AIR/VACUUM AND ;
AIR RELEASE VALVE (FIELD
LOCATE AT HIGH POINT)
166 G GRADE j j 20" PV FORCE MAIN 160
COMBINATION AIR/VACUUM AND EXISTIN - - - - ~ I I I
AIR RELEASE VALVE (FIELD -
I I LOCATE AT HIGH POINT) -
I I i j 5' MIN.
155 I - - ~ j
i I - 155
INSTALL CL 1 RIP RAP (MIN (2) 20" 45' MJ BENDS - - i
18" DEPTH) W/ GEOTEXTILE 1 EXISTING 3'-6° MIN. MIN
UNDERLINER - 6" WATER COVER --OVER . ; j i (
so LINE ...I
5' MIN. - 18" MIN - . _...I , 150
_ _
145
12" MIN - ( - - 20" GATE VALVE 145
(2) 20" 221' 1 MJ BENDS
2 20' 224' MJ BENDS - s ~ EXISTING 8 ~ I
140 3-6 - SANITARY SEWER - - - -
MIN (2) 20° 45 MJ BENDS - 140
10' - - -
- 2) 20" 45' MJ BENDS _
1 I I ~ _ I i I {
35 j . _ INSTALL 40 LF OF 20" D.I. PIPE ^.'"'.:!'"'`a^a:"^'^s'.'"V''"`S%"`!..!^a'"_"1^.~""a~^a." 1l^."<.,,"`"ti:"`1~"^'"`s•.'1,'".~~"'1^u.~'"!•'"^\.^e~""s__ _..I 135
5' - I CENTERED UNDER EXISTING DITCH NOTE: CONTRACTOR TO VERTICALLY LOCATE EXISTING WATER LINE. WHERE 10' HORIZONTAL -
- _ ( _SEE CROSSING DETAIL "B" SHEET D2 SEPARATION CANNOT BE MAINTAINED, CONTRACTOR TO INSTALL FORCE MAIN 18" LOW WATER
LINE. CONTRACTOR TO ENSURE NO INTERMEDIATE HIGH POINTS ARE CREATED
I
130 ~ - _ i- _ 130
0 I I
I
5' 358+00 359+00 360+00 361+00 362+00 363+00 364+00 365+00 366+00 367+00 368-t 00 369+00 370+00 371+00 372+-00 373+00 374+00
SCALE: I"=5' (Vert.)
SEAL EAE 46
DATE: MAY 2007 SCALE M/&C PI Eq NUgMBER
464~A AC y "i 4A mcvfcm JOH STUN CC
&CUED PHASE I MCE PROJ, # 00358-0116 IF DRAWN AMH HORIZONTAL: oenvnNG NuMeER
m ;a: r"1 P"1" rm % /n I In ^r- \ 1 A 1 A I nccirnicn rrn 1n 0 r i"=50'
L ar 200 MacKenon Court, Suite 200 EAS 1 `+LAYTOI SEA 1: 1 S 032293 ~ p Cary, North Carolina 27511 ^y + 3LAYTON/ zv r vu r umk,t mmm ll, CHECKED DMH VERTICAL:
J meet: MAIN REAUGNMENTANDEASEMENT RE.VISIONS 10/22/07 Phone: [phone], Fax: [phone] V(p~) ~wy.~~LSONS ~~LLS~ -5 MILLS AREA PROD. MGR. BFB 1"=5'
2 RESPONSE TO CONSTRUCTION GRANT N LOANS COMMENTS DATED 7/3/07 6/10/07 ° a ~ `~Ny¢ AA0002667 E80006691
I 'ETLANO PERMITTING REVSIONS 6/06/07 ej ® 6 ~1~A4?TE ATEI A TI AAN~ Rte," DESCRIPTIONS DATE ~%+"°FACILITIES IMPROVE R TRANSMISSION HIGHWAY 70 STATUS: REVIStON
R VI I N www.mckimcreed.com MPROVEMENTS STA. 355+00 TO STA. 374+00 3

WETLAND IMPACT FLAGGING IDENTIFICATION R
COORDINATES KEI FLAG DESCRIPTION
NOTES: x qy U niybti aA(NN~~ o /~a N=648168.8538 E=2188539.9202 WF R7
1. CONTRACTOR TO VERIFY SIZE, DEPTH, MATERIAL AND LOCATION FOR ALL UNDERGROUND UTILITIES PRIOR TO
{6r'~ LHP l , i < f~ tai h Sa r THE START OF CONSTRUCTION. afr rrE sv N=648195.1874 E=2188568.3561 WF R2
Y4 x )M4n r N=648219.6254 E=2188601.3419 WF R3
2. THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE
AVAILABLE FROM THE VARIOUS UTILITY OWNERS THIS INFORMATION IS NOT INCLUSIVE OF ALL EXISTING fx ` ~~fUl 1 N=648197.6000 E=2188605.1441 WF R4 1. 'low
Atvl "'a UNDERGROUND UTILITIES AND CABLES. THE CONTRACTOR IS ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES L ~7 N=648175.6295 E=2188559.8256 WF R5
AND CABLES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS. PLEASE BE ADVISED THAT THE f, ~tuf, T. N=6481544716 E=2188544,1820 WF R6
UNDERGROUND UTILITIES AND CABLES COULD CONFLICT WITH THE FORCE MAIN CONSTRUCTION AS SHOWN. THE OWNER WILL WORK WITH THE CONTRACTOR TO REALIGN THE FORCE MAIN AND APPURTENANCES TO MINIMIZE t ' Lr, W wta L'zk4%+; (:~iA k '1+}`.It.
CONFLICTS. THE OWNER WILL NOT CONSIDER REQUEST FOR ADDITIONAL COMPENSATION DUE TO THE PRESENCE If ~ ~rs4k>x xm,.. "R~k f d a"k ~n'r aw +,a
OF CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON THE PLANS. ; ~n~ r' ~rM1~ d f Fyn! f~4,., { $ T~,b}(4~ik T~ ,x " ady~~r-~QS,i ~s° %a d' .AtS ` > s azVN d.! a r s6+? rx f ' r if k;cAS f.. ez,. • f~ ~ , k" ~>T' m ky ~ `ti, raw, "fix , s i „ % . rx7vlbR` f r f e r v . } , f tip f.
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,l al 1, 1 "'kY"ia'rva r~~ 91 ~n~+i n .f f yPf. $ rk;$ y9xn;yygqr~.3¢''+ q, purrs 'i n/.'1"1 ~V'r~XN Y'~Rt3 't?4 SNf ~yY `,Sd,lf l.. JI 51 S ..l f~~',%!{ a }f l1 rf})"":,
'All ' ~ T•"' '"Yw 4 ~f~1 5 ~ AX 4l+ ~ .af ~.w `A`.q :n AtiM .,r sY"~, ~r sxq ~sM~°~ ~r t s~ f yr; f i)l i~~ t '•~f~~~t f~Y i fe~utT M,"~, g~, ,m,ip uA e, r.u ;lf Ea , I ~f ~`flz;~TX~,J r ? f ty~y
1~ts y W' s' ae kt n ,rS @ j,,, k >
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14 vt„ `•7 `~d w4 n, "N syy sotiu su,>str~air l;i f ~~f r :l t,° rt .s 33ihB « rgi`~f,x°~'~t irrv"~`., •ll n ry.. ,k i AYrw&AXp wrw.fxnYf'i , 4 n Am r s„fit. '~'qa
tip Qh 1y E
~r Ep f" ~s s ~ 4ks f x\f t sri ~ f~S~ .b a t ~ t f,~14 ~ ~i'~4 J •
pf""~e,, T CONTRACTOR TO LIMIT DISTURBAP T IT DISTURBANCE 4 ''if fr~,~ 1t~ ~t1rif , Al" g I "~e f s a..° x f r f kt s stYS,p'M~w
Vie" NODOT TRAFFIC LOOP GALLCORRIDOR TO 15' WIDE (MEASURE DE (MEASURED ~rf ~~1w x~~; maw pi~ q, gy
ALONG STREAM CENTERLINE WI ~,N,~~~,h. ",na.ia 237=6164 24 NRS BEFORE - TERLINE WI IN 'raSk'~ SSA``k T 5xx yt v., 4L+~s 0 a 3i tggast1f f"N~ni ,om 4); r' d YY M R y
n' EXCAVATION OF THIS AREA. SSMN NFUSBbFFEFA)t9~S C 0 R D ' M2~ =',',d to it r ess by ' •I r
r,e ,n . `rwi , x ,a 1 , y. x q"S;; ,°~°fPk^',+N~d'{~" rA Y "~k'~},Nr.~k9,~~~Ma~{ Wig tfiI 4,7 p ~nu,wu rvr e ,SStt it t TOP 144,36' 25 OFF't lN „why w m+ v,) 1 , ( FISTING 12 ssMw _Rw
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N(swr33s3` INVIN(ST)=13732' OPEN CUT Iuv our x ~r.Aw , x f A
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5~ f k' TT ~Tf L.# ST(NG GU ( ~r 40 PERMANENT , }ah "T rr * t UuTs' ' 4' v ; = r "S n,'; T , e 'k; UT 7 5 >o k k At ~ ; w Leo ASPHA r -~1 IAJ
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a
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50' 0 50' 100' nommommommomm a3u
SCALE: 1"=50' (Horiz.)
wad 0. 7ir4 r~;..
170 - - 170 i i
i
165 - _ - - - ? - - - - - - - - - - _(I ' j 165
160 - i 160
20" PVC FOFCE MAIN
j EXISTING GRADE _
155 i... . ' i 155
I
I
EXISTING - j INSTALL CL 1 RIP RAP I RIP RAP
36" RCP (MIN. 18" DEPTH) W/ PTH) W/ _
150 EXISTING 6" GEOTEXTILE UNDERLINER JNDERLINER 150
I I WATER LINE
i I
3'-6° MIN. f
I I i 24„ MIN. „ COVER
145 45' 1
145
BENDS 18 MIN.
i
10' 140 - - - - 1 - - - - -
I I 140 ' - -
DRY BORE 40 LF I '
@ LARGE JUNIPER
BEND(1) 45' RJ (2) 20' 45' MJ BENDS 35
5' ab (2) 20" 45' CONTRACTOR TO INSTALL FORCE MAIN 4' MIN. -
AT ELEVATION REQUIRED TO AVOID HIGH ' I t ^e-^e~-w~--•e--~~I--~^,--~.~-..;--..~„---ter-r.f~,--e--~e,-..~-~e; -..%-w~-~w~.--~.
EXISTING - - - - -SPOT STING SANITARY 12"
SEWER " (2) 20 45' (2) 2d' 45' RJ BENDS NOTE: CONTRACTOR TO VERTICALLY LOCATE EXISTING WATER LINE. - WHERE 10' HORIZONTAL SEPARATION CANNOT BE MAINTAINED,
20" 45' RJ BENDS - - CONTRACTOR TO INSTALL FORCE MAIN 18° BELOW WATER LINE. -
G 130 - - - _ 1 CONTRACTOR TO ENSURE NO INTERMEDIATE HIGH POINTS ARE CREATED. 130
_ ANTI-SEEP COLLAR (TYP) ANTI-SEEP COLLAR DEEP COLLAR (TYP) CONTRACTOR TO LOCATE ALL SEWER LATERALS TO ENSURE THEY ARE
SEE DETAIL SHEET D3 90 L.F. D.I. SEE DETAIL SHEET =TAIL SHEET D3 NOT DISTURBED.
' I 'RESTRAINED '
JOINT PIPE 5 I I l
343+00 344+00 345+00 346+00 347+00 348+00 349-1-00 350+00 351+00 352+00 353+00 354+00 355+00 356+00 3574-00
SCALE: 1"=5' (Vert,)
SEAL SEAL &O~EED I F
DATE: MAY 2007 SCALE FD c File NuMeER
JOHNSTON G UN Cue'UNTY A MCE PROD. # 00358-0116 U7
,rOf a4a~". PHASE ( DRAWN AMH HORIZONTAL nw~NCNUM8ER
r1nOl m%/^ r-r%mf,r- @ AIAI nrglr.NFn rrr./reT 1-50 ® _ _
`R 8 SEA( a 200 MacKenan Court, Suite 200 EAST CLAYTC CLAYTON/ zv r v t., r vmvG ivi mi iv CHECKED DMH VERTICAL:
p ~y,p 032293 a Cary, North Carolina 27511 y d FORCE UNNREAUGNMENTANDEASEMENT REVISIONS _ 10/n/07 ,.q, a'. Phone; [phone], Fax: [phone] WILSON MILD S MILLS AREA PROD. MGR. BFB 1°=5
2 RESPONSE TO CONSTRUCTION GRANTS @ LOANS COMMENTS DATED 7/7/07 9/10/07 %i~'VOINryP N;e'',n,p, ' WASTEWATER pAIV A I
I NfTLANDPERMITTING RENSICNS 6/09/07.. ~eeg 1~ 4,°....?'``" na~1 AAQaQ26(/ E8000669i TR :-R TRANSMISSION HIGHWAY 70 STATUS: REVISION
REVN° r3Ew'i¶NS DATE ,59F°7 WWW.makimareEeaam FACILITIES IMPROV IMPROVEMENTS STA. 342+00 TO STA. 35$+00 s

WETLAND IMPACT FLAGGING IDENTIFICATION Q, QQ
y COORDINATES (N E1 FLAG DESCRIPTION r,x
fi ,q r"'tf m're &st,,r1t,,C 1`i.? t",r 5s4Y ~rm` t t t i 3 F! kq a t ° '"n s mr f ' $ ''.a t xXri irlt; J 3 `a L,+t r #r s ItI"", a , tj nt a s s}, t r rT N=649585.5842 E=2187004.0617 WF Qi ~2 A rH' r, r, xv', I ~ r'T~~~ 19 x( „ ~f r4 ~ > ,a.. ty+~( ~y, y!F ~f yrvv
r xY}.•, # ^t.. :rt ,q1 f $ Fs ;r 4 W t ;<1'Y E,,~~..yy ° at ak.t Irst S fi;rr 6#.1 r~ ~t,, im M t$,'pty :~It. 1 `x as i dr m} yt 21d i""E'4t ,t s xnefi ,,3"'f t Sr ' I,'x , +x 4u s# , ra ,j is , %5fks lf3' ,J1.1 t NOTES, 4 ~ fy ~ ~tx , t kµ45'k Fx's aa ' ly~b«sy , ~r>r n ~ S, ~ t„.E ~ 1U ~ ur)r 37Sd
N=649612.3305 E=2187041.6608 t4 ft 'x' *Yt`R K~"t r WF Q2a €tasltt I
4 r R 1Q.> lltr , 1 y,4 ir't$tn .Un. i S ! F.' t F fr:', if _ N=649650.4915 E=2187067.5341 WF Q3 h Nt slat 't x'sa F ~ ks r li t Sx+R!ar rx~ii~'`;5 ~ stt k f ,f a 1. CONTRACTOR TO VERIFY SIZE DEPTH MATERIAL AND LOCATION FOR ALL UNDERGROUND UTILITIES PRIOR TO wy3Ss~s1 a3F'Yti;;,Ux gaskf~b~'.'°"=fs'tz,z .vhg THE START OF CONSTRUCTION.
t Yn „tfy ,.~d 31 ik 4 0, t )'S 1 t J Lq1 °t~ xS " rci~.,' N=649633.8870 E=2187081,8832 WF 04 a ~ ` ?"txrr'€ Y t Y t ~ ~s+ ~ ~L 1, ~ hx;t ~ s K ,3 s ~ ~ *EvY ra ax'~~~+Y9 y~Y~~lYta r};,v~ti? a,^x ~>rt~sH~ <a xa3t Y
r t r,a x # tr rc t t 2±Q t .*1#! fi5 zr? " gTi= n „ N=649613.0448 E=2187065.9620 WE Q5 µ,`r,`9,y4Y rL y Aa*zk i? 1 2. THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE
ii, 1, *p x r ,yt t aaT rYa T ker rc 7Tr rc 13 ar'. a io i m a~ a!t ~•r # +bt P t trl n t`` i~~ 3 r^u ate r l +tit t,; AVAILABLE FROM THE VARIOUS UTILITY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL EXISTING
N=649597:5804 E=2187041,2058 WE Q6 )'k r „ Ai, 4 "'g R" -uy.^laY 3 dtrr t iy•?t id IYt 4, "r'`f,-Y$k'~kf<i'i ,sf ,{rvb NCsl EmS''z31 A~,C',r ,<t"4 t - i h 11 N=649581.7789 E=2187015,8092 WF 07 l t r+ Y t; t, Lf T, , M,", ~3 "rr ,s • ' r t15 UNDERGROUND UTILITIES AND CABLES. THE CONTRACTOR IS ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES tFf qfY 4a'ixi w. rxxi'4p's',~f`§t},`k~'x,"tirksT~. iSgrrt F url.
AND CABLES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS. PLEASE BE ADVISED THAT THE
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N=649614.9889 E=2187038.1746 WF Yr- j t t;t, - i 3 a k" r., < a :s e ?t z u "s,4} s, e t. „ i ,9` S rc. ` _ ? Fa ~rX OWNER WILL WORK WITH THE CONTRACTOR TO REALIGN THE FORCE MAIN AND APPURTENANCES TO MINIMIZE CONFLICTS. THE OWNER WILL NOT CONSIDER REQUEST FOR ADDITIONAL COMPENSATION DUE TO THE PRESENCE
,r ,N 31 Y, 45 1 I Yf t aYi mt.Ys K'¢<.mny ih>a r,.., e' d,Yy y.. N=64 1 r 4' ,t a )t k 1 + $Y, s e>},`f' tt 4'c~*, ,r",t,~, e tY ivk Fiv. 96 43024 E-2187019.4047 WF QQ2 : Tt I! 4r, „;,R ar'm . , w Y 1I L,p fiWx.H Wd .,{{ash t3 ~r ¢xn y,~'S~+y, ki ag4 CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON THE PLANS.
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50' 0 50' 100'
SCALE: 1"=50' (Horiz.)
165 165
I -E-
COMBINATION AIR/VACUUM AND
- EXISTING GRADE AIR RELEASE VALVE (FIELD LOCATE AT HIGH POINT)
160 160
:
1
20" PVC FO RCE MAIN - 3 -
,ss
A 155
I - - 3'-6" MIN L ( EX. 2a WATER LINE
EXISTING 6" _ COVER
WATER LINE - 150 18 MIN. _
t 150
~ I
145 - - 20" GATE VAl
0" GATE VALVE 145
N, (2) 20" 45- - 1 - (2) 20" 22.5' 120 LF DI
BENDS RESTRAINED - I - - BENDS
_ JOINT & PIPE
140 140
EXISTING 8" INS: ALL CL 1 R P
SANITARY RAC' (MIN. 18 DEOTH) Wj
SEWER GEOTEXTILE ,
DERLINER i
135 2 20" 45' 135
10' - BENDS
NOTE: CONTRACTOR ITO VERTICALLY LOCATE EXISTING WATER LINE. WHERE 10` HORIZONTAL ORIZONTAL
SEPARATION CANNOT BE MAINTAINED, CONTRACTOR TO INSTALL FORCE MAIN 18 BELOW WATER _OW WATER i I
LINE CONTRACTOR TO ENSURE NO INTERMEDIATE HIGH POINTS ARE CREATED. - - 130
5' ,
(2) 20" 45'
BENDS - JIN i
EXISTING 12"
z5 ANITARY.SEWER - 125
0 4 MI-
(2) 20" 45'
RJ BENDS (2 20°
4--' RJ
B NDS I
5' 328+00 327+00 328+00 329+00 330+00 331+00 332+QO 333+00 334+00 335+00 336+00 337+00 338+00 339+00 340+00 341+00 342+00
SCALE: 1"=5' (Vert.)
SEAL SEAL 1t° DATE: MAY 2007 SCALE M&C Fi E "uMOppeR
- ti JQHNSTUN C
F PHASE MCE PROD. 00358-0116 CU13v DRAWN AMH HORIZONTAL; oRavnNG NUMBER
R'~s~~°~Y FART C;I AYT( 7 CI AYTON/ IF 00" 01/!"` Cll®(`C KA A I KI DESIGNED CCG/CAT 1"=50 ~
SEAL. 2 200 MacKenan Court, Suite 200 LL! i YV I VI\Vl_ IVI/~IIV VERTICAL
a % 032293 ° Cary, North Carolina 27591 WILSON'S MILSp M~~L~.7 AREA LP~R CKED DMH IV1"=5'
a FORCE MANRenuoxueeTnNDEASEMENT REVisions 0/22/02 Phone: [phone], Fax: [phone]A+T~A'TER'~RAI'
2 RESPONSE TO CONSTRUCTION GRANTS k LOANS COMMENTS DATED 7/3/07 8/10/07 ER TRANSMISSION ANSMISSION HIGHWAY J. M GR. BFB 70 IMPROVEMENTS STATUS: REVISION
I MTLANO PERMITTING REVISIONS 6/8/07 T AA0902667 F80698691 ? aav.NO. DESCRIPnONS DATE 'fE 4rwww.mckimcreed,com FACILITIES IMPRO\
R N STA. 326+00 TO STA. 342+00 3

NOTES:
1. CONTRACTOR TO VERIFY SIZE, DEPTH, MATERIAL AND LOCATION FOR ALL UNDERGROUND UTILITIES PRIOR TO
THE START OF CONSTRUCTION.
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2. THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE 1 Sri'3 >~vklg~e nr ~ of p`~ ` it (,'.w~u'A ys`s~tt v '"Xi • t` r kv Hyc, s rx r zr "re" # ;yv4`: z ~IxSY+,ySf ("J~z r y ~ ~ ,1{ s ?x r w1a
AVAILABLE FROM THE VARIOUS UTILITY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL EXISTING a r #il r 7 F r' r 3,At aiyt Y r a v Y t r P ,y srY ft, Al a r ryx," Sp ts~ t„`"a »httl » }r tY,\f ?t't,.#o-~ r,,y~Y"'#,,t iv, r`"iY,y, ""3 "
UNDERGROUND UTILITIES AND CABLES. THE CONTRACTOR 15 ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES AND CABLES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS, PLEASE BE ADVISED THAT THE r4+'1 E a r + r ar ut, r ;{t 7 x f u rYl~ # r +'K 7 ~ V~ t r'FY c t »xv A~,S f a~.#> , g+a sN•~ .~>r 7i fi~, k., 3 kr' ~ r` t v fw 3f,,gJYy it 'G ;j~M1~ rt°,ti.5 ~Y I}h ~tJ# ,si q,~~ dv~ + d~v .;m},i s r }
i £h A Y%sr`~ t°~i x 1 UNDERGROUND UTILITIES AND CABLES COULD CONFLICT WITH THE FORCE MAIN CONSTRUCTION AS SHOWN. THE Yp 'n#> ,^nrty$:#t »'t1^'`, :'r1 r ~`t ~t> r14. r~t wk"«°" i~ Jt ie g»tv ;q k$yy' 3 r i Y n ~'s" s~,» 2 -~f. 1o- Ar i ft u v f' 'i' t ~S~•~.r , r k',. ~ a
OWNER WILL WORK WITH THE CONTRACTOR TO REALIGN THE FORCE MAIN AND APPURTENANCES TO MINIMIZE s2 ¢~•Y ,SI:.. 7k rf n`.(e$ #d'Y'`a+e't 5°^1r „'k', r;'? r' »'k Y r.a9l Yr r, r` m,.}' aF ter y
CONFLICTS. THE OWNER WILL NOT CONSIDER REQUEST FOR ADDITIONAL COMPENSATION DUE TO THE PRESENCE r r Yf sx ~~i ! c n 7rz'».yr}, f dT ; T x r > ~W rt u, r~"T#t " nl #A 7 tv~ s r tv ,j4$ } » ` ?~y 'YP'
OF CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON THE PLANS, ~a s t, a !a i t t ~n y t f` #.5 #t } 7^i keY~Lr"`^ 4 a n r a a can f ysne : §5 S r7».,it...: t » ."r" r p #i' at kt.Yk P 1Y' t~ a
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£t 1 £ z s i, ga„s WETLAND IMPACT FLAGGING IDENTIFICATION UU t£~££r tYb 3w £i~~?It r Fyk, h aVHaS,,,.,„ i.£~ 115,0000, a ~~r! a% i,.n rn r,. I r ;5, aS p d (u t t a' v»,H Wa 5a ',S'+'pS` t P ki3't 1 Wa1 1
~ai d, t IY. ts" {y "'Sr . P If1E~ras a.1 £ 1 ° 73fiv~ # r:';'i .,u. .r i.t;,. c..t r l I} G l C£~ £'sF, S sz x r s,A a + ~V rfif , . iTa fa„~ c sr~i~t~ ` j 1zI5'YrY`tY#$y,r i .k's~xT."lu~~,t" ri 1 ~ 7 of { ;`y~ w}7 t) ff S wr . y r 4 t: ,vk u,tu kr v I W r @i ' z H+t` xr '
COORDINATES (WE l FLAG DESCRIPTION 50' 0 50' 100 v P M1 tj e ?l W y 4 Jf 4 y
N=650622.37 E=2185960.83 WF UU1
SCALE: 1"=50' (Horiz.) N=65063523 E=2185998,49 WF UU2
N=650645.96 E=2186033.13 WF UU3
N=650634.91 E=2186044.29 WF UU4
N=650626.35 E=2186012.58 WF UU5
N=650606.69 E=2185964.93 WF UU6
175
175 `
I
I
t _
170 I '
- f - i
I~
COMBINATION AIR/VACUUM AND 165 _ AIR RELEASE VALVE (FIELD UM AND I
E (FIELD 165
LOCATE AT HIGH POINT) i POINT) o C
V) `
160 - EXISTING GRADE 777\ _ -155 MIN L 0 _ I - I - - - - - - ( - - I - - - 160
i I
INSTALL 20 D .I. PIPE -
EXISTII£G B" 3'-6 iTING 8' EX. 6" WATER LINE i_ W/ SPECIAL INTERIOR 155
SANITARY SEWER -i COVER _ £ Y SEWER COATING WITHIN 100'
RADIUS OF WELLS
I I {
- { - _
50 EXISTING 150
- - - 24" RCP - 18" MIN.
{2) 20 45' 2' FORCE MAIN 145 DONED _
s 24" MIN MJ BENDS EX; ABANDONED t~AiN I
12" MIN. (2) 20" 22'- MJ BENDS._ 145
10' I I I..
b" PVC FORCE MAIN I
140
5' 140
I
- ANTI-SEEP COLLAR (TYP)
SEE DETAIL SHEET D3
135
0 _ 135
1 ' 1 ~
5' 310+00 311+06 312+00 313+00 314+00 315+00 316+00 317+00 318+00 319+00 320+00 3214-00 322+00 3231-00 324+00 325+00 326+00
SCALE: 1"=5' (Vert.)
SEAL SEAL
DATE: APRIL 2007 SCALE My&rc ei~ NuneeR
J HNSTC N 0 pt C y~~ a MCE PROD. 00358-0116 ` U1 37 UUNTY
~Ay4~4yVJ e~~'F3tll~v%,__v1 "C i W
IF H ?RAWN AMH HORIZONTAL: oRAWNC NUMBER in in Pt r-%% j^ r e% r-% ^ t® a A A I ? 1 "=50'
m ° a SEAL 200 MacKenon Court, Suite 200 EAST CLAYTC LA (T N/ zv r V u r um u r- m /1i rq '°'S MILD AREA( PRDJ. MGR. BFB 1°=5
VERTICAL: CHECKED DMH
®Ctg 032293 Cary, North Carolina 27511 •..g q,•A Phone: [phone], Fax: [phone] WILSONES MILLS 2 FORCE MAIN REALIGNMENT AND EASEMENT REVISIONS 10/22/07 ~w '{'y 'a•~ ~N •o b0~ WASTEWATER TRAn~
I RESPONSE TO CONSTRUCTION GRANTS k LOANS COMMENTS DATED 7/3/07 8/10/07 +pgt `~'9 AA0002667 EB0006691 1 Y RE".Na. DES IQL45 0"~ 107 www,mckirricreed.com FACILITIES IMPROV :R TRANSMISSION HIGHWAY 70 STATUS: REVISION
N IMPROVEMENTS STA. 310+00 TO STA. 326+00 2

NOTES;
1, CONTRACTOR TO VERIFY SIZE, DEPTH, MATERIAL AND LOCATION FOR ALL UNDERGROUND UTILITIES PRIOR TO . V 1,
THE START OF CONSTRUCTION.
( i ``fiyP { r
2. THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE
AVAILABLE FROM THE VARIOUS UTILITY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL EXISTING fr°Y N3L~ \ f
UNDERGROUND UTILITIES AND CABLES. THE CONTRACTOR IS ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES ^r ~ rt&} AND CABLES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS, PLEASE BE ADVISED THAT THEr
UNDERGROUND UTILITIES AND CABLES COULD CONFLICT WITH THE FORCE MAIN CONSTRUCTION AS SHOWN. THE
OWNER WILL WORK WITH THE CONTRACTOR TO REALIGN THE FORCE MAIN AND APPURTENANCES TO MINIMIZE ~H 1„ ~A 3 r - ul (9 t m C 1 "'6"
CONFLICTS, THE OWNER WILL NOT CONSIDER REQUEST FOR ADDITIONAL COMPENSATION DUE TO THE PRESENCE
OF CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON THE PLANS. a a E b n1'¢ h'/ U ~~r dry'
EXITIIVC 12
e~ A~'IC 1~4 z r!r t ~+r 9 q ; a , ri t r i E~E M~ 2ki4$iWJad b 4 N ~T1F 9r' M 000 6a~FORCE MAIN, ARV C7 Cts
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b.~;.{~'~ r s~ Irk v ~r'AL: 'e rvg ,d'`I ,1s yr 1(t1<@«e Y~';, r 4 ,ts~s (>ti a ~.te w~` t ~`1 .xr e""o:n
of, z x6'$ 'FM, r ~ ~"w6,~n M r•'~W F ~;j ~ stt 1 t c ~ i Rn ~ t~ t~ w t, r~:.
s IfTALL ~~1 D~ ~~r i~ f Yh S v5 ~ a ~ i .V., 's ~+flh~ l 'S ?,rv~ ,~ryy`n~ Y ~ S l~~?rt ~'{f'~ ~ d 7.,, '~r. L, as y r a; r IJ r~~+^`' k" T 3a f z r i, ,y trYiLr,,: PE. t E x~A,' tv; I: 7~ gyp"., -3~3£ t s =Sy tll i'"' Y i u r tt ~ 1 ~ t r°<t ) v t ~ x~' fs a t M 0,; N AIW, Ya~lum ANt r., IV, ' Y'R ~71r AIR`,)A LEASt Al VE (I D
"Y{41i T~M"WRI'S~~yy~ x E x ~l>F: "..M i' i rir - R m.,".. I? 1 4! i pg N~lf ,2~ 4IA ~>ft ( tii~.y 3"~. UIn~A~N .T~ i~•A"ii ) iLJsf'+. STA. 296+80 B ,;r CONTRACTOR TO LIMIT (4) 20b 45' MJ BENDS
AT WHERE DillI DISTURBANCE CORRIDOR TO 15 ~~y7 A. try e7 " L ATE A {SIGH { ) WETLAND IMPACT FLAGGING IDENTIFICATION 00 i ~"y F'f, J s ;1 F e w F
,~7 n WIDE (MEASURED ALONG STREAM `~s,~ ~ r~ a ,r r,:, c ~ , , z,3 1 w ~ r~ ~ ~A, r:. COORDINATES (N.E) FLAG DESCRIPTION
t r ~iyL'q l.,f ~1T5 A~~"« ~ f y ° u /n {s t, d ~ 7YtI t s1'e?yi' s ; n{ xx CENTERLINE) WITHIN NEUSE N=652056.3600 E=2184934.5598 WF P1
BUFFER AND STREAM BED T L L' z Y~` 1' d r
rs aX N=652084.5418 E=2184949.5610 WF P2 J, r o f \1, E~kr a + „>^b srE..
N=652100.7451 E=2184953.6223 WF P3
N=652117.0136 E=2184956.4366 WF P4
50 0 50 100 N=652076.5075 E=2184963.6499 WF P5
SCALE: 1"=50' (Horiz.) N=652074,2577 E=2184951.8964 WF P6
N=652054.0729 E=2184939.3881 WF P8
175 175
i I
E _
170 170
I i COMBINATION AIR/VACUUM AND
AIR RELEASE VALVE (FIELD - -
165 - - LOCATE AT HIGH POINT) I ; . 165
ALL (?,I -PIPE W --.MEGA-LUGS' EXISTING GRADE
- MIN, ~4 UNDER CREEK BOTTOM. i
160 , . i
- IN _ _ INSTALL CL 1 RIP RAP ~ 20 PVGIFQRCEMA _ I - 160
(MIN. 18 DEPTH) W/
G GEOTEX
_ LE - _ " - EXISTING 12° - ~ - i _ 24 RCP - - UNDERLI NER - FORCE MAIN 1 20" GATE
155 - - - 2 VALVE 155
4" MIN.
- I- _ .
MEMENE
150 19" MI 150
3'-6' MIN.
20' COVER _ i i
~'20' l _ I - VV (4) 20" 45' MJ BENDS j INSTALL 20 D.1. PIPE
I W/ SPECIAL INTERIOR
145 ) 160 LF 20DJ. PIPE - - - -j - - - - - COATING WITHIN 100'
0' CONTRACTOR TO _ INSTALL FORCE MAIN I RADIUS OF WELL 145
AT ELEVATION REQUIRED TO AVOID
Il HIGH SPOT
140 ._1 " , _ _ _ 140
5' )
SEEIDETAL SCOLLAR HEET D3YP 20'f 45' MJ BEND 1
4' MIN. - - - - - - - - -
135
0 ANTI-SEEP COLLAR (TYP) 135
(2) 20° 45' MJ BENDS _SEE DETAIL SHEET D3 {
j ! 20" 45' MJ BEND
i
5' 294+00 295+00 296+00 297+00 298+00 299+00 ,300+00 301+00 302+00 303+00
304+00 305+00 306+00 307+00 308+00 309+00 310+00
SCALE: 1"=5' (Vert,)
SEAL SEAL KIM&CREED 44 A
DATE: APRIL 2007 SCALE M&C flLE NUMBER '
m®®rr4 ep1., ( MCE PROJ. # 00358-0116
yy~y q g,g yq tla~®%i`ad oe °Gp~.DmJ/°y+d ppppp PHASE
L} MA0-r ri Av°rn IF DRAWN AMH HORIZONTAL: ORpvnNG NUMBER !"~1 AVT/"1A1/ ryr.H rA, 1n r...,-..-
e e q~' g";~ w LY5~7 I V L/"1 11 lJ vL/~ I I.?IV/ ZU I-' VU F UNUt MAIN ULNUNLL) GGG,CA
A~ 200 MaeKenon Court, Suite 200 /ry ~/7~ 4 FORCEMAIN REAOONMENT ANDEASEMENT REVISIONS 1022/07 a S 032293 Cary, Noah Carolina 27511 WILSON'S MILLS
J RESPONSE TO CONSTRUCTION GRANT h LOANS COMMENTS DATED 7/3/07 8/10/D7 3 MILLS AREA CHECKED DMH LR, ICA L: ~°s,~+ PROJ. MGR. BFB 5'
'o- F Phone: [phone], Fax: [phone] WASTEWATER TRAN% 2 FORCE MAIN REAIGNMENT 8/10/07 m®~ pN(31~ Pv R B RAIp~V~.7M1r7+J10N HIGHWAY ~t?
I NBLAND PERMITTING REVISION 6/8/07 AMA ° uaMp9 °@6"'gV AAeee~"oe7 EE~dlle6fjO1 FACILITIES IMPROVI
REV,NO. DESCRIPTIONS GATE T+ WWW, YY1 Ck IfI1Cf G2i~, COYYI RNIN °7(f (C,4 MPROVEMENTS STATUS: aEwsoN STA. 294+00 TO STA 310+00 ~

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t l $ 4P }Y'XF F dl E at Li t t + 4 d 1 yyH p ( y 4+ `i Y{'#,y i nWU M+a $ r' d + 1 11.' '.q. ,u . $ ) ~1~
y'S v ? ~4 ~3 ~ m 1? x x a saq E I. L Y zr' yftL t~ tr NSTALL 1000 LF STRAW W/NET Y ,
O 16 PUC FC1R E MRIN ,^,ai.= ~t is,U.G, " 1 v1' '4` ,',kr ; kf ,,'i AS TEMPORARY LINER FROM
A''" r * 3'n0 ''°iL~Lr, 4z 5TA. 185+25 TO 5TA. 195+25 Yt ".4 p~ j ) S 25 ,~v' 4 Fe r t rr Rt axe; L
_ ' 'r}'r .l ,t of ` AT WHERE DITCH IS DENUDED ~sA
V! s" a{k}kt ifs s, b E i + xxa t rL c >~a, e s { i~it rhj gr st y 4~i~,i4~ r a r ~ NOTES: yk2 ~i?tit/f1,'.rYr~ pi ~ ~ y Y J 1 (~q)
qe ~ a it st4 d ~Yk " Y+ G r' d r r ; L~ ?4 , G~' L'G't ra { } { r ax ` £rkG'eYt ag a . 4 ~I4~,t dd 5" '.+Y.•71S( , t i S byy 'W l i Y
wlrE rr r £ r; e 3~ o xy - D F ~i d t tk~'" r 4< ys x n b r 5 f } r `w i Gtk`d+-x, 1i~"s1s t " I ,j YR t{ a tf j s L r`.,,~ y . m x t '~y r y„£ ii s i. e }txt t£ , 9 t ?r'1 :V l 1 1"~ ,u. n i { t1~m ;S ,v> ' kn 1. CONTRACTOR TO VERIFY SIZE, DEPTH, MATERIAL AND DS , s a
1 tr nY; x ~ tip , v ,1,'?1 £r rs i ~#a ; r .u. ~ t ,x{ r~~~i * , , fiYA tf LOCATION FOR ALL UNDERGROUND UTILITIES PRIOR TO THE START OF CONSTRUCTION.
i te, L'a1'f SFi J% r ttr + S+ ` o ~h F:.;< au U;, Y" 5" a vsf t r 5~ ' VILV ,t eU.,,.., ~ }t.,2. .,.a. ~.',1£c}~ „2.. n,^,g „~,k' rr,xr. ~ r, =,t;,;+~,~".u:w. , ~ £ v „ r i .,n,.,, , , x z v.,, v a , . ..'&n+ fv r. k-<., tr%n£V r, t t a Ef~ h .v6 ,y . w s .,.:,V 1. a," ~,..'x Gt s., v,. 4x ~I Y ( } j ,'S? .1. o-r{r`!a5 i,a ,A., r a rrvf.{. .,e,. ,L*.i'., t S ,.r v ,dx ,v I r.::, q^q~~ s' rr a b~,c +u ? i J t dl.. .,.r' , ,.z #i~f.k r'^4 s, i4~ r~k~ir "';'a'.,~i'ii:^ G}.., er ]
yVj eE. r t: .v a„ ,v, . a ~ > G' r i~P,x+ , ....x. 4 nrvaro ;la r'"I~G-- n GGe ~ r«4. iru .~iv ail ~ ~ r. .,,i~4 e. ~ai~ ~ r }1: n A.,;i r.i~~ k`t, Aui i4v,i=,. b+~1 s ~.r n, .,nx a i..t r a.'. ~'N ..x ~ a .z . :~tisY ~T3 ~ s ~ G ' } . ,t: 7, ',Yyr d 3:. . ,€k ~ a,4kr%i;i e e,,r ,tra i.~r i. ~.._r3. i, ~i„e'. 2. THE UNDERGROUND UTILITIES INDICATED ON THE PLANS
, ~ ..,u,..,.. k.. .u. t. ' ^k ¢ i u....x f . r4 .m.. r w Y 9,, F~ S~.s ~ R: 1:., ;d tW, v, P.n ,nzr.s„ r. r. r.,. a ,.t. i. y .7,.. s c. m.~i ~~t ~;r. .,~„r<. ,4L 5. , =v ub n,} 'S cV•. a r ri t,. ,S :.3 x y ~ a r..£ .ci 2 a , x, ~ `i=. y..t s,r, iv' a'}' t .'^a u,?.,. 1. t~+ t, + <; e}.i n:. f.d.,s rk ,-f. ~tfi s .t ii i M.w"ti` sr. ax it-. ,r , ~k+t ~g =:.,t i.t,.. , . . . i. ,t~,: ri'k +s.. pr u,,jd ( s .,£~x. y s ~f `'v „ ~ xai ar" » v . } , .YX~, 1°Rt a.,,.. Y e d 5s i r iris s~~ ,.;iY~ + ;,~u V ! HAVE BEEN TAKEN FROM INFORMATION MADE AVAILABLE
#r° a~GG " s`!G d °`h~" 11 i~ n,.,bt t ,~`7> r ~ t4{ z } a a , "'1' t Z] UJI t Eil + v . ~t t ,tk~ ..:.J M"" " . r.: . ~ r ;Y,;. } L '}r .1 s ~Gr .r} . ' . tn; 4s r ic„r lx . C TANK i 'Q' 5 3,a,,, ~i} o a {r t t r FROM THE VARIOUS UTILITY OWNERS. THIS INFORMATION
~~Fi s rx x. rr k,`+ at': }}.rt + x :;r rv iy "''~a txS ~'t.-£ r~r ,v.'r;t~ tr r ! tt iS IS NOT INCLUSIVE OF ALL EXISTING UNDERGROUND
f 1 V J 1"~., ,Y:f r: I kit , dWT'.~ f r 's "3 `as. ` .,-Y i~ r x, r Y fib' S 4k ik' f}. `i+Y ; r rj r „s!". y b? `"v'. 1 "v, "r 't n s s "R, ysx n4@ bsrkt i x ,.a t, >.t 4 } ?,L,, .+„c v Ri,C xs tx "}f t r'~ ;t 3 @. " s ,~£ti a ;.:i,'r; 3x a) 5'', 0.. , i UTILITIES AND CABLES. THE CONTRACTOR IS ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES AND CABLES
G : ri' s u, ! °t `tom ~rnk ``"v. £ U, 7 t£,ti' 1 Ga 1 i 3+ rY{.` n. t :}r ~r ,hrt . '.7a rho+,:.G k~ n ki s..r.. it !Y. 'gsr'ir p'~ "y.: ,ry, r { wv %;1p2 x ! 4 4 £ 4',.. s .~u*" .a . t,k~ t ~i ¢ s i s G ir,. ,q r r =r r n "'6 5 r rra z f:; i7 }~3 txm r""= r~, ,ata,- ct .,>{njy. t .n 9 s tf: a;'4~'k' MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS.
~kd V.;'. ""4 .k W ,.-0.Ita ) J'~,.; }v ~t ,~b ,'~pr, f G., `y=4:~ .G + I. v 2 rev. 4+ r' r vx" a rv t r r rat; k a „f r + .e., . Jv` ::~d : i `v; t t.. stu t ~ "v ryy; ak tr nk yG.,4 s t... , s~ GrA, AkrrrA`i ~ u:, „x { c i r ~ ' ' Af .,y{. ~1`i y n , s'd~. a%N :A 'LNu 's1 ..,,t Y-0t .flr a.3 I.:. y~{y~. tF 3v ~ jiJ }Fj} f,r f. k `•L*;~~.i §}3 M .^vf.,+ ~'""w .y r%' ` m=„ I ~ "~',y,. 1~~, d{ x N~ 6 a !°J .u. k1 f ~d: y v ~3vV <e1 in, I i ~ ~ t. 2: & PLEASE BE ADVISED THAT THE UNDERGROUND UTILITIES
M~ F° . N , ii p 1 t ik,. r. ck'? i,. s , 1r. b ka ; ' 1fi,.. s z, N' > .4'.s +s, 9 u '4 :'~4t e. ~"v; 1~ ir.+ , 41t Y..gs "IF > J sc i , y i!: r: . 5,t v 9: f A~,.H4y rruval, . ~ r., t ~1 ~n t`,~ r V b : } ~ rr .,L ~ ~ r. _'a fxi ~i fi~N,a 2kax'rki. 1S i , r ~G; -,t N* 't ~ $ ~ ~k ~Y, ry,~~e ! A in i„'". S~' x •r. liM1 ,rl "x,. }r a d c r'~ Yk.31tt r 'fi e1~~"~' i., >'1}.. - ~~.u. di'k,, . '"p ett, 4l ,YYy 5 vas(. { q4G r,.. ~ f,r q._~ JS'iA'r r'n ~ 4!'' G. AND CABLES COULD CONFLICT WITH THE FORCE MAIN
zL Gt:. s ,Y,yi s 3, } ~r.,, ry +~a~~ , F: i ~ ~ 1 L t~i .S°r .T ~ .J is is -4 ~ d1 a r~kr ~f EN WT r"w wk ) 'ti,: ) Yx „}.x~, r "i} 3 € i>I ,.3~~ } i `"~N rYd£a~tf kt° Y51 °~+""a t!£~?v .,x u. "4: v... G. G.}~, ~l t" +r r~v v+ rt~;' xc+~ r t {rc4 :3 ) k. i~"~_t~ i .rf"- ~w,,..'r 1r ~rc'(• rfxN` ` r''= CONSTRUCTION AS SHOWN. THE OWNER WILL WORK WITH
'Cr .m y.'i iG 'V"~ ' 5 £ A iE -t f, s ,r::; # vi 1rxG.a rki «r3 Ls s a' ri .s:=' k kl. r~ ~r na ~4'Y r 1 \ f,,.... t .,?u,- ~ i£''. , J` ~ H~ y..k.'.a^.r ~F a' r £;'w !"ii ~ v{ R S, k rt} V' .+rJ,J, e r r„a:, A. r ,,,,.wr,;.. yr~ 'y4 Y£rre 5r rr t h~~MNUT~°; i , THE CONTRACTOR TO REALIGN THE FORCE MAIN AND Sb p~6r fm 'x~t f Iz # t , rd n, Y y32 t ti
5.,. z r „"u 1 r iuy... xr~ o rr%+,„it?t:t :Y L"?l tt x£ tr w , r a ti„3 " i k ixN"ir" ~a.: I4 t ,vf circ ir„ ir"p., mF fG.v~.. iW, ~...}}=i 4 ryG~.::nv .G+~#<„ f' t' ~L..is ~rP -,~t y~ 1, £~r ~H,x dY.'rurk r i,. N, ~~Gr£~~ W'tr. G •c „ w. 'Lx: x.~i : n e l+r''. , r ~ 4 . A, . " $ ~ , k+ i b .H.G 'A; . t e u> `Ar ' t H(r 1 !£t r£ ,i r zx lkti, Gin v 'E f n E !r`•r,3a ,,r', ~Cr E , ~2nt APPURTENANCES TO MINIMIZE CONFLICTS. THE OWNER WILL NOT CONSIDER REQUEST FOR ADDITIONAL I
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. L{1' . 1 e. ,i , rt, _ '1. s, 1 t *rV I ..Y:? , z " 5k ,1 ,,,.t £ r r t'~f r ri'f't"tpN""~ i i p rY h.' o~ ~y 1, t t ,w A~~?~,t iA ?n...0, ,".5 ,r~.~ t7 I t:, iN U ~ytA w S.:,ir t}., a''a'k k~'i: r.7 G~f~L1v~ i i yr ; i= £ :4b r ,h Y~i s4 r~? s ka r€vhJ 3k1 Xk?Fe ix . vwis f i'Glft~sG(s t ~'j C S z r 'tii,`! `n' "~t,~. 1 ..S 1 Yv'3E.d ./i k~- ,S' it s u+ UTILITIES AND CABLES THAT ARE NOT SHOWN ON THE
ar:, .+a wa t "*ti.. ~ a} S S i 2: xt i.h ~ ,r'.` i, ~ i ;'S ~5µ~ v" .`G4u r t W. G 'SSi. Nbt t ~ G, v ,$nl.r tb rd kn t ,y"..rs t i, ~•r3,. u~'t' t $n~Ea y ! -*1' x; ~ f,,.r'' e ,r a C Li yss' dk d Y `g° r '.t` ~ u I :b' 4".. 1. tr ,i".~ .el,r A} .5+ 5 Y,~ i v~, E .'4 t,. .t Cf x?" . FF3' ; ina k"*Y f ,"s f, S ~ra rlr k, y.~ v...,'tx 3, is u? a ~ i,. 11 t„ Y iG+~"`~r., e : } ~fvi .J + G'Y~}rv 3<C f ihn+Y,+t ,..lip l 3 } g, S`lif ,x rV , c„ , 9 1'# N ,a v J PLANS.
',"t i e£. y3 s :(r ! .'.ar ~F £ 7-..,t'.A1„, 3r. £ }i. t^.{ ~`Sns,Y, aa'~x5 ~.h;~`~PMiI~w`~.r } s,=, n r; G* n(ca k u „t~ts~ s} Gir~,G%r~~ ~.r. i~ r'"ts .,ryr V `';fj,, v s".. t w r'ny`21!isua~ GG`r; i zrt,Pui} a t i l+ ili si .u r>r£, ~ t n a
n t tY } r, y rp E£; 'S,~ aM ` flGm xk. `~u t . +i H r t 18. ..;i .,i it~~`.t I r "4, ~5, ,~7. }.i~0,ir ,:~~4HOq,~J+~~,. r~ ~ { :alt GF ip~ a,. ,r7. ,#.;,r}.'t, r r.: „a~ si }r}rr. a~S: n~ v+I .N i ,i',r u, ~ n=xf , r- ?3'',t" y ,ar." A »s33,Cx ,yHv u Y t x is a=:, rue r mG f£" ?G k +s ,Co' =3 +n1..4, s~" a ",u1G ,.}.x G{u .Ysi'~:, ,r . ~,-e, t sy .7rr, " r r a tt,.. s G ,`9:; 3. IN AREAS WHERE THE NEW 16" FORCE MAIN CLOSELY ,1z~, HTr xr y m ssr , t1, A : ` s,. `"3 z 3 ,
'CO BINATION~ AIR VACUUM AND .i„.,. ~ ~ } , ^wz l ~,.I" 1 F{k , . ~'4 ,~5~ ,p } r r ti / e~ J ".`t {x,tGz§vr t.,1" \ n 3 1}~,1,;;r'~}t~ A Y 1 t 7~~1.ES r}i s'T, i~ ~ t. 1~nr5# ":ry ,¢~`Sit '3 t~ J~},, G 'hu:} x. tit t Yd Yt k U..s i + t s ,l..w,:, f, s' 1rsa~'C~ d'¢± [ J > t'•, V ,i; 'rw4 hu ,7 <iz +n ,c t A £r ',H vt t u.. r r1i ,r",. PARALLELS THE EXISTING 4" FROCEMAIN, CONTRACTOR n
;AIR RELEASE VALVE FIELD + ik "~~;<qI.` R2 r~$~i OxuJ~Y lmz }r.: n rrr€ek ~~~r a ~ r 't. I c:. +wrf r, ,;kit,. rV tt fxbx.~ v u , ~x ~s if}v. ~~t'v`r are,.,, vz 1VGf+> £`l'n~ P s'$i iD r4H ~ ta. ~ } ;+f~s,. a >:prf+a, 1 ~ Via. @ ~'tii `,k A yu„r,, a a+, S;:NI Y` G Y da #ji9 '.a ~iW3s r~" 'ir s~IFP+ V,'' „aa i9" E SHALL CAREFULY EXCAVATE AROUND THE EXISTING 4
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=;r , re Y~rvll G v - f,. t , ~ ..,;{a. 9'1. rt. `i ; r X` . 3 $,a (V el sf3 r. k k, bl c F„et~r r* _ '~k ~ +.kt ~ t, ,'i N:+, , £ l~, 4 ',3 ...3V;.. „ 1{ a Z S J~ N" N d ~ ".,~:Gi k£ sG r' , ~ ,.i '#r o.,~ i x s~ i.. v . ~ se,~,° ~`~'Yr P ,E~`~,,~v GYdi ttL an,. .t M1': y+G,(.h ar, r:,
Z ,1~1 s( ~1 tl, ~,t It~.:?x~ {,:nttia ~}ai77.ts. t: ,;P: L$`4. v~1,S a ' t ` + ' r. } r;~L tr.,v'1 ;~.G ¢ ,`.Et•.: i - +i, 9~i(~t t t~~ ~ ~ +i",:: sal ~ ,;?2 •.;i ,9 k,: hxt, ~q 4~':. A:7;h kk a a, sJ~4. ^a+ s ..4., iz. it w a; E` a, .F M~ ~{yµ~+~~U },u ~ 7° .,t> Xa M1t h3 +,,,~~~BY gsa#,n tb S::Gi~~~ to fs r„Y } 9"Y"., ii;. r xty~ vw? ~ G. y, {7r' sY}k 9.x i~>q, y} > a y S~ , f , > ~t ~t ~y ra u IP~`i, , t V 1r'Y ,
os .,i 1{ t~ t? ~:u d, ifk , lY~°rYryF£1'tfCGi A"y+.5elA k'tn . F{ 1}`»£' 1lve;, ar,; s":, t s ski 1fi ~r{~" ~ r ~ i t,.f r~+ k~1+a r';r `~rrt ~'rams."-. ~ 'r`u k,~d"»!ury "u x`
;,.ro.". r +..;e v,:„(Fr; lt~s~ h'£.. ~ ?r V''ta 't7~k=CAL x£flG;if.^sr "s'~,t''~t i u t G`£" ` d i 1',,. , `s y,£ ,4s~'br ~ G £i..rG wa Sv;`Xan.,9,..: (.f't i z~va~ £ s~,3 P!Y :9'` ,x e hG$ t ,
3r„:. r r~it, r ~ 's'V'~( i ~ C~ } tV G} .`+2"':. ,i } +?LG 'k`k'~,~u£tvR . k iJ~ Nnl~ v. kz sS . u Nl'urs, s. a c ac f h!iJ"' ~r r $ y < ~M'r S k j k t z x t ~ kx ~ Gr F1 r gg ':`%,i 'u'et ( i"~ i ~i a: xo- 9 r Gn~ a. ^ ~C'''~ G',r 7 a' t{ r" 4~ i e k ,Gi ~ r
v p>" i ~t " u 1 4:'`r`~i£kE t wl+6k~"'.,'j.*(sG G}`n 4 rw.A a ,e r r { ' b in 3r v : l l , L' wG 3 M, n} ,arc £~I k Y rtitii+ypr7(,'I#~Pj~l„rdl (d' .x1 d+ ` f y'd+ ;Ti+~ r ki~1~2 p!} y s Y `wik"~"~'xy(,3Y? sfr s s s t. 50' 0 50' 100'
}G'r," „is' rte., ' 2 rtE i4+ s `(nvh a r? . ",kT ¢G5 "x'q„„t`}kF `i ,x ,r.+Sa? G~' ;Ya'~ rv';i'~rci }}r 9A >1`} =N." .vW` GF a+ t:f if <1 y t', } "t. 1£si . ._.._9.+_. c.... .f. tG.e ~ t a~}T; vx` ^ b ,a£ , r { x. Vy ,i s,`V",y t>18kn~,"w s7r
x , as~ r,,, , 6 stlk . , . .}art ,w e f h s -t'' { ' }U.....t SAa " SCALE: 1"=50' (Horiz.)
310 I
310
305 - . i.. . , I.
COMBINATION AIR/VACUUM AND - - 305
AIR RELEASE VALVE {FIELD { i - -
LOCATE AT H 1GH POINT) - - - . -
_ I _ I
300 . - 1 - - 1 - 300
C _ 295
295
EXISTING GRADE 16" PVC FORCE MAIN
F i
` - m I- CONTRACTOR INSTALL FORCE
MAIN AT ELEVATION REQUIRED
290 - _ : 1 TO AVOID HIGH SPOT 290
3 . EXISTING 24"
_ MIN, ~ - r _ % RCP
COVER _ _
285 . t _`a_. 285
12" MIN. i
18" MIN.
i
- 16" 90' MJ BENDS _ 24" MIN 280 i 280 10'
EXISTING 8" - - EXISTING 8" -
SANITARY SEWER SANITARY SEWER 16" 45' I _
_ - MJ BENDS 16" 45' MJ 16" 45' MJ BENDS
275 5'
_ INSTALL 40 LF OF 16" D.I. PIPE
CENTERED UNDER 24° RCP - - - - ~ SEE CROSSING DETAIL "'B" SHEET D2
_ _ I
270 - -
270 0
176+OD 177+d0 178+00 779+00 780+00 181+00 182+00 183+DO iBh+DO 185+00 186+ 5' 1864-00 187+00 188+00 189+00 189+00
SCALE: 1"=5' (Vest.)
SEAL m.~...w.dm...,rm®e~ ,~~~~~s~~..~
DATE: APRIL 2007 n+ec v,~e NuMeea SCALE CiU l
qp JOHNTON COUI
°¢Eau/. 0 PHASE 1 MCA PROD. k 0358-0116 DRAWN TJJ HORIZONTAL: oanvnrvc Nu~eEa 1 COUNTY I F 1
023 200 MacKenon Court, Suite 200 EAST CLAYTON/ T©N/ bt H \ FUN ( L MAIN DESIGNED CAT Y TON/ I lJ I V V V' e V!® CHECKED DMH [:R TICAL:
Cary, North Carolina 27511 WILSON'S MILLS ARE
Phone: [phone], Fax: [phone] p LLS AREA PROJ. MGR. BFB i"-5'
1 ALIGNMENT ADJUSTED TO STAY VATOIN ROAD R/M 8/10/07 ~Ae0, f ~y46d~ AA0e02667 EBeaa(>69, WASTEWATER TRANSMI4 ;ANSMISSION NORTH TECH PARK DR. STATUS: RE~S~
M----- REMSIONS "r www.mckimcreed.com FACILITIES IMPROVEME ROVEMENTS STA. 176+00 TO STA. 190+00

-1;-,77 - - - - - - - - - - - - - - - - - - - - - - - 50' 0 50' 100'
~ 1 ot1;- ~ j r a ~ SCALE: 1'=50' (Horiz.)
i TALL CL,t RIPS (MIN. S'
x18" DEPTH} W/'GEOTE E„ < = WETLAND IMPACT FLAGGING IDENTIFICATION A
" UND LINER ENTIRE 15'
( r kSE N7 WItlTH 1 ~ N/~ ~ ~ ~L c s ~ COORDINATES (N.E) FLAG DESCRIPTION
GOLF OF r 4 ~ P h
88., TALL .200LF STRAW W NET INS NJF YTie1.; x "'';x PIN ib78 I / AS'TEMPURARY LINER FROM N=687340.2826 E=2175797.9236 WF Al
ROR' Y<,CONSTRU TION STAB 51+20"T0. STA,, 53't20 AT CLUBCORP ,GOLF.OF NG,LCC " N=687315.8457 E=2175798.0443 WF A2
:OB 1813, PG 364 a A di ` T „ 1 WHERE. DITCH IS DENUDED ,j t i ' ,t r n~'s~r iA" T °"4 N=687298.7087 E=2175808.5731 WF A3
EDIT illtRStMtN Wt JI~T FEND„ 1~ 1 t.+aI 1 Y~ ,
N=687278.8225 E=2175813.4510 WF A4
(TYP) 16h PVC FORCEMAIN ` - N=687266.9287 E=2175817.1699 WF A5
I r 1_ s~ . k 4 66 " N=687264.8039 E=2175825.2725 WF A6 '
~ ~ ~ t , ~ ~ ``?GHT - if 101 OFF"
a N=687259.0686 E=2175819.2904 WF A7 EOP (MIN) shot
RJ'"PIPE 71 qF N=687259.8350 E=2175810.5874 WF A8 EXI5TIN4`,... , .
UREL~RD~ tt GLEN LA a aoRtE MAIN N=687252.7077 E=2175802.7337 WF A9
%•,%,E~9 X. N k r ,we, to x v.; F~li i a S v y ,r T+'w ~y~ i. .i) R 3 Cu ,1,w ~x r - 97+,': - I ?l1~~ s 1 to i f y~,',: Sp ati:p r t. h -+...4 s<:,$ a
16 1 45 Y n a Lt?,r. ii i t r' 731 7 t 7 /H + e 1 f n Y, CUT N=687247.4842 E=2175794.5528 WF A10 j r r
1F:;ba%. c ~7' a ..i a I' q > t le , A t V STINGi N=687231.7167 E=2175786.7014 WF All TEPo LINE n , f
p ANTI sEE~ E~LLAR1( N=687234.0709 E=2175768.8328 WF A12
5 ~P C C I E ,.fir , x 4• . X91 . JEE DE,TAIL `JHEETp
`r~ erg:] ' V~/; ! „r•> N=687249.9537 E=2175759.8620 WF A13 ct ' i
W .C• , h.'. .p.~'ti .111 ,a? ~ r.3 ~ ~ ~ a; 1 x !~4-. 4 , h~',:,;. ! ~ t „ p = FNTRY SIGH(, c,`a k N=687266.7021 E=2175757.8658 WF A14
'i , " 4 , nF;, t 4 Sw+P'-•. t q*: x i~ ~1 r.. y„ n i i.; 1 e , .t ~..y N=687277.9343 E=2175758.6314 WF A15
a ' d 1ri 1af i i - ~ ~K c 1 ~ G ti, P r Y a' `r 7 ( r +y ~ t , r : , 1 r y , ~ '1 r1 a ;1 t? ~ ~-`1 1
i1 S L'~4, rk., 5 "f ,L F, t ,"+x A 1 1 y" ( tY 1 { '4 1 1 ! ~f N=687304.0819 E=2175768.9834 WF A16
L E%ISTIR L r f ' tip I 3 1 u 1 f ( , ° 9 , 1 v YIA TE EXISTING 12 S- , WATER LINE ,F N=687322.3418 E=2175776.9551 WF A17
1 t , C ! f 4 f r a v r ? ` / N=687345.3720 E=2175781.6772 WF A18
U),' 6~ , 'r t a v 11 , s r } U) U) NOTES,
1. CONTRACTOR TO VERIFY SIZE, DEPTH, MATERIAL AND LOCATION FOR ALL UNDERGROUND UTILITIES PRIOR TO ( , i r i r it le 1:t
d THE START OF CONSTRUCTION. nt ~ , X u ~r Yr ,fi r ~ ~ O , r f ! ? t , , is ro 1.4s ~Y.} ( [ 1 s V ~ I
U U 2 i~ 1 ~7? ~s }k v ~ M < 1 , f r~l ! .f i a 1 - Vt 11 S1 s a 1
2. THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE ~r `VV
AVAILABLE FROM THE VARIOUS UTILITY OWNERS, THIS INFORMATION IS NOT INCLUSIVE OF ALL EXISTING -r UNDERGROUND UTILITIES AND CABLES. THE CONTRACTOR IS ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES r y Air e r r r/ k z z ry, 4 r 4 xe'"}4 . V I-, r r ~ r V
AND CABLES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS. PLEASE BE ADVISED THAT THE
UNDERGROUND UTILITIES AND CABLES COULD CONFLICT WITH THE FORCE MAIN CONSTRUCTION AS SHOWN. THE T ,y r m w11e G. "tF-g' xrp I i r S` t >ri ti t' c 'i rJ' 2 ' J v \ v
OWNER WILL WORK WITH THE CONTRACTOR TO REALIGN THE FORCE MAIN AND APPURTENANCES TO MINIMIZE
CONFLICTS. THE OWNER WILL NOT CONSIDER REQUEST FOR ADDITIONAL COMPENSATION DUE TO THE PRESENCE . f v r l ~ 1`~ 7 m r r r"} 4 F e.~ )v h , , i rti M + h t r V 3'ti F 4f ~ r r ; xT 2 4"( "uy~ a
OF CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN ON THE PLANS. ~ e. ~ s ~ ~,k , y 1 ut Y a J'1 ak( , r h1 ,a 1 R t 'J 4 t- , i k k t1 j~ ? q - f 4P ~~G~ , + r S y, A yd t tn ' f R, T V
ps ~r 1 ' ~ t ti 311 ~ r a ~ + T ,
a 1 , p c, , i ~ { Y` t f k + r 1 1" a y ~ ~u , c ~ r 1 `x d y ~ i
195 ! 235
. ---I i
-
1 i I
- I
190 - - - - - - _L_- _ -180 230 ' - - - 230
i
- - - - - - - - - - - - - - - EXISTING GRADE EXISTING WATER LINE -
225
II - - - - - rs° VC-FORCE MAItV 2 - - - - _ I vo
16" PVC FORCE MAIN_
- - - - - - - - --I - 18" MIN.
- _L- -i - - - { - - 220
+ + -22 a - 175 i - I - _ _ - - -r -
I I i
- _ - ~ - EXISTING GRADE.---- to tn- ~ i , - - -1z5- rig---
- - - - - - I I 215
- - - - - - - - - - - - - - - - - - - - -
U U EXISTING FORCE MAIN G FORCE MAIN
I
170 - - - - ____-_.a- lz0 310----
210
- _ _L___ - ALL D.I. R STRAINED
- - - JOINT PIPE - - - - - i
_ - - -__i - - - - - - s5 - INSTALL CL 1 RIP RAP (MIN.
205 i i
18" DEPTH) W/ GEOTEXTILE j ANTI EEP _ I _
} _ ~ ) -UNDERLINER ENTIRE 15 1 - - _ _
SEELD TAILY SHEET - - EASEMENT WIDTH
! I I
160 - - - ! 7 00 J I - - - - - -zoo
ANTI SEEP COLLA S-6° MIN, ! - _ SEE ETAIL SHEET D3 COVER
- - - 1
155 - P - - -__-4 -5- 95•---- - - 195
- - - - - - - - - - - - -_i - _
- - - - - - - - - - - - - - - - - - - - I i !
- - - - - - - - - - -
150 _ I 190 j
-R.-J-BEN
I

EXISTING
45 - - 60 RCP - - - - i- - - - - ! - 155- - - i I - i 185 !
MIN,
16" 5 R,J BEND
451,50 + 47+00 48+00 49+00 50+00 51+00 52+00 53+00 5h+00 55+00 i5+00 56+00 57+00 58+00 59+00 60+00
i
SEAT. SEAL
DATE: APRIL 2007 SCALE " FlrE "uueeR
JOHNSTON C( MCE PROD. # 0358-0116 CU1 ON COUNTY PHASE 1 HORIZONTAL
r q: 4&CREED I F IF DRAWN TJJ ~RA4FNG NUMBER -0 ~)f m% /n 1-ern^r A I A IA 1 ncc1r_h1m rAT 1"=50' _
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SEAL st = 200 MacKenan Court, Suite 200 EAST CLAYTO CLAYTON/ i o r v u r u m V t Ni m w CHECKED VERTICAL: VERTICAL: C7
t 032293 ?.a Cary, North Carolina 27511 WILSON'S MILLS 1 s REVISED PEeEUEHEerACa vnoe 8/10/07 ? n Phone, (919233-8091, Fax: [phone] MILLS AREA PROJ. MGR. BFB 1 =5
2 MATCHUNE UPDATE a/io/oi , p .,,GIN., Q,.
i 'AETLAND PERMITTING AENSIDNS 6/9/07 1~` °l( AA0002667 E80006691 WASTEWATER TRAN Rev.NO. DESCRIPTIONS DATE R TRANSMISSION GLEN LAUREL ROAD STATUS: REVISION
www.mcklmcreed.com FACILITIES IMPROVI REVISIONS l(l 07 IMPROVEMENTS STA. 45+30 TO STA. 60+00 2