20020911 Ver 1_COMPLETE FILE_20020606

?4F yr n r
iruN,aot r. cawvy, VVVCII/VI
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources.,,
Alan W. Klimek, P.E., Director
Division of Water Quality
©3 13 0,rj
DWQ Project No.: County: -. D AV1 S JZ2--
Applicant:
Project Name:
Date of Issuance of 401 Water Quality Certification: ?IGWGV l 3 7,00 3
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification and Buffer Rules, and any
subsequent modifications, the applicant is required to return this certificate to the 401/Wetlands Unit, North Carolina .
Division of Water Quality, 1621 Mail Service Center, Raleigh, NC, 27699-1621. This form may be returned to DWQ
by the applicant, the applicant's authorized. agent, or the project engineer. It is not necessary to send certificates from
all of these.
Applicant's Certification
1, 1 CA hereby state that, to the best of my abilities, due care and diligence
.was used. in The observation of the construction such that .the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications,
and othe7supp!ortin materials.
Signature: Date:
Agent's Certification
I, ku 4w ??.:. hereby state that, to the best of my abilities, due care and diligence
was used in the bservation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications;
and other suppo materials.
Signature: Date:
-s . If this p ject was designed by a Ce ' led Professional
... / t
-??1l,IGlv1C?Gt 1. •P?
I? as a duly registered Profession '? ??. (i.e., Engineer,
Lands hitect, S yo et . in the State of North Carolina, having been authorized o observe (periodically,
weekly, all time) the construction of the project, for the Permittee hereby state that, to the best of my abilities, due
care and diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans
and specifications, and other supportirm materials.
Signature: Registration No. 25(7 Date 1,5
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
WATFRQ Michael F. Easley, Governor
William G. Ross Jr., Secretary
?O G North Carolina Department of Environment and Natural Resources
r Alan W. Klimek, P.E., Director
> =1 Division of Water Quality
March 3, 2003
Johnston County
DWQ Project # 02-0911
Project Name: Neuse River parallel force main - Buffalo Creek 12" force main
APPROVAL of 401 Water Quality Certification and Neuse River Buffer Rules
Johnston County
Attn: Timothy G. Broome, PE
Post Office Box 2263
Smithfield, NC 27577
Dear Mr. Broome:
You have our approval, in accordance with the attached conditions, to impact 0.30 acres of wetlands
and 0.19 acres of buffers for the purpose to install a 12" sanitary sewer force main as you described in
your application dated February 14, 2003. After reviewing your application we have decided, this fill is
covered by General Water Quality Certification Number 3374. This Certification allows you to use
Nationwide Permit Number 12 when the Corps of Engineers issues it. This approval is also valid for the
Neuse River buffer rules (15A NCAC 2B .0233). In addition, you should get any other federal, state or
local permits before you go ahead with your project including (but not limited to) Sediment and Erosion
Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. Also this
approval will expire when the accompanying 404 or CAMA permit expires unless otherwise
specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you
change your project, you must notify us and 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. This approval shall expire when the corresponding Nationwide Permit
expires or as otherwise provided in the General Certification. If total wetland fills for this project (now
or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC
2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached
certification and those listed below. -
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 /Wetlands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.
If you do not accept any of the conditions of this certification, 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
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands

M
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No. ? E*J5 1 1.
(If any particular item is not applicable to this project, please enter "Not Applic
0'
1. Processing . i7 FM 2
1(
1. Check all of the approval(s) requested for this project: WETI DS `
Section 404 Permit ® Riparian o
es
Section 10 Permit ? Isolated Wetland Permit from
2LOW
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:- NIA? \'a.
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ? NI A
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ? N I A
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: ? N1 A
II. Applicant Information
1. Owner/Applicant Information
Name: ?„Inn?lrnn f_???,k.
Mailing Address: 'PO 'p,,)L ',Ra1,3
5mitV4i Id, NG a75in
Telephone Number: big) 989 -Wn; Fax Number: Q4A) CJN • 111 y
E-mail Address: _t.im.6rmme[?lol,ns?nnr?G. Gore
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: ml A
Company Affiliation: 41 A
Mailing Address: NI A
Telephone Number: Fax Number: R\ Pr
E-mail Address: NIA
Page 5 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: nlcust 'Rcv?Y 22dra.1.1LJ Vof Lt Ma (% -!54-616 Cgkk 17M Force'm?h
2. T.I.P. Project Number or State Project Number (NCDOT Only): N' A
3. Property Identification Number (Tax PIN): ltnQa- 53- 682; 11
Ils9y - +?3- at,?l. ?t,ay-?3- ly5'1
104-43-ooyy
4. Location
County: Sd hnsknn Nearest Town: Srn 06n i e M
Subdivision name (include phase/lot number):__ _ N\ A
Directions to site (include road numbers, landmarks, etc.): SLL. a kka rJUCl rr,a_4
L?naor "pre3eL* - Start Coo-cdlno.-!e.
5. Site coordinates, if available (UTM or Lat/Long): c At, 6 "
(Note - If project is linear, such as a road or utility ine, attach a sheet that sep rately lists the
coordinates for each crossing of a distinct waterbody.)
TO?a1
6. Property size (acres): krea. car Z M C&A = [?, 38 a.c.
7. Nearest body of water (stream/river/sound/ocean/lake): ' l ad, Lack
8. River Basin: Ne.wse. r Z11Lr
(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.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Line hwins on site- A 5rftik?4icld W&A .,c
?rt?mctl?
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: &
e v r vr, I mn wl ll b 6 o : n4a-U a 1a' si&ndayy Se „ .c karr e- Y-n&I n
1% - - A?J - ,n6'
11. Explain the purpose of the proposed work: To ? nsia.U eL la"
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
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.

cao-ke-d bq khe added ' la"' . &rLe- ma:?h.
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.
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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must 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.
Page 7 of 12
Provide a written description of the proposed impacts:lr11 iWon 6o yrr,yious
ToxZica%4 bc.a{ cd In wct14nd3 &.na 'po?r1kially loco#cd ih Zont a
2. Individually list wetland impacts below: A
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
_xriLYn Cd V . ?LS rorn L c kQd

a 'S
hi e
o,-4
*
List each impact separately and identify temporary impacts. 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.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at httn://www.fema.eov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed: Q.3 ar ire cur .vioU_-- r dish .r j W klaands
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secif )
Na W1
A N
'

Lot cacu impact separatery and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wail, rip-rap, crib wall, 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.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.manduest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site:__ NT?
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
Indicate on map)
Type of Impact* Area of
Impact
(acres)
(if Name applicable) Wat) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

Llst each impact separately ana Iaentiry temporary impacts. impacts include, but are not limited to: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. 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
Size of watershed draining to pond: wl Pt Expected pond surface area: t4\_
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
techniques to be followed during construction to reduce impacts.
ConS?r?w1 nor, rr;11 be ;n exisVina Pac nt• which iS r a 1ar14
t 451inA WS -men i rr n?ki rrnt :hs n l9" a \AA 0.. 10w &r«
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.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, 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 NCWRP 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/strmgide.htmi.
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 seArate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N` pr
Amount of buffer mitigation requested (square feet):_?' R
Amount of Riparian wetland mitigation requested (acres):?? A
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):- 4 R
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ® No ?
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 919) 733-5083 to review current thresholds for environmental documentation.
Yes No ?
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.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes X No ? If you answered "yes", provide the following information:
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.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 8,yO0 ?ta 1.5
Total g '400 Wks
fi Gone 1 extends out 3U feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
irN3 vkkA' 4 u?semcr,t ,which '%5 ewvfenl:ly
A1\ impark ?s w.}hin a.n ems
re?ularly?r1t0.?ntd . -t1?cr??orc, no ?k?iyl " ncw" dis??rbQnce wi\\
occur.
Page I I of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
NIA
XI. Stormwater (required by DWQ)
Describe impervious acreage (both 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.
new irh?Yyia?.s nr?a..
TroJfA will c.re_akc nn
XII. Sewage Disposal (required by DWQ)
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 ER
XIV. 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).
Nl A

Z
03
?-Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
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.
as g
? f
.? i
V
d C
c? b
b
o
e?
o
V ?
a?
cts
H N
b cm
.°c5
i
i-C
19
0 q
?m N soil
W Uy (7 '- o
n
! J..I<A>
o I i N 1 II
o f w A rF9 Michael F. Easley
f Q Governor
William G. Ross, Jr., Secretary
r DePartment of Environment and Natural Resources
> Kerr T. Stevens
Division of Water Quality
July 10, 2001
Mr. Rick J. Hester, County Manager
Courthouse
P.O. Box 1049
Smithfield, North Carolina 27577
SUBJECT: FNSI Advertisement
Regional Treatment & Transport Facilities
Project No. CS370560-07
Dear Mr. Hester:
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 a loan under the State Revolving
Fund. 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].
Sinc ely,
Daniel M. Blaisdell, P.E., Assistant Chief
for Engineering Branch
Attachment (all cc's)
cc: Raleigh Regional Office
Johnston County Dept. of Public Utilities
Hazen & Sawyer, Robert Berndt, P.E.
Reginald R. Sutton, Ph.D.
Daniel Blaisdell, P.E.
;, K. Lawrence Horton, P.E.
AVA FEU/PMB/DMU
?!L UENR
Customer Service Construction Grants & Loans 1633 Mad Service Center Raleigh, NC 27699-1633 (919) 73389M
1 800 623.7748 FAX [phone] Internet Address: www.nccgi.net
FINDING OF NO SIGNIFICANT IMPACT
AND ENVIRONMENTAL ASSESSMENT
UPGRADE AND EXPAND THE EXISTING REGIONAL TREATMENT PLANT,
DEVELOP A WASTEWATER REUSE PROGRAM, REHABILITATE TWO
INTERCEPTORS, AND INSTALL TRANSPORT FACILITIES
JOHNSTON COUNTY
RESPONSIBLE AGENCY: NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL 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
TELEPHONE NO. [phone]
JULY 6, 2001
FINDING OF NO SIGNIFICANT IMPACT (FNSI)
Title VI of the amended Clean Water Act requires the review and approval of environmental
information prior to the construction of publicly-owned wastewater treatment facilities financed
by the State Revolving Fund (SRF). The proposed project has been evaluated for compliance
with the North Carolina Environmental Policy Act and determined to be a major agency action
which will affect the environment.
Project Applicant: Johnston County, North Carolina
Project Number: CS370560-07
Project Description: The proposed actions consist of 1) a Phase I project to upgrade and
expand the Johnston County regional treatment plant from the
permitted capacity of 4.99 to 7.00 mgd, 2) a solids dewatering facility
to be constructed at the county landfill, 3) a Phase I and lI wastewater
reuse program to serve several users, 4) transport facilities to divert the
collected Cleveland area flow from the town of Clayton's treatment
plant to Johnston County's wastewater treatment plant, 5)
rehabilitating two major interceptors (Buffalo Creek and Neuse River)
that convey flows to the regional treatment plant, and 6) installing
parallel force mains along the Neuse River to provide additional
capacity for projected future flow increases.
Total Project Cost: $31,275,000
Clean Water Management Trust Fund: $ 3,800,000
State Revolving Loan: $21,500,000
Local Share: $ 5,975,000
The review process did not indicate significant adverse environmental impacts would result from
implementing the proposed project, and an environmental impact statement (EIS) will not be
required. The decision was based on information in the facilities plan, a public hearing
document, 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.
Sincerely,
Kerr T. Stevens, Director
Division of Water Quality
O s
c
w
-

*10 d

Of N.c
W v •- O N
O N

-i c•-a
(1)

o
-4-
Uv?n
V) 0 c
oU o
c ` II
a
* c m In v t
it O m
ik +?
to C L C
.1] •-
?-
L d
o a
O
?n?c
J L

?I
a, ?.ETTER OF TRANSMITTAL
DEPARTMENT OF PUBLIC UTILITIES U
POST OFFICE BOX 2263 DATE JOB NO.
SMITHFIELD, N.C. 27577 ATTENTION
[phone] RE:
TO 1
Ufa, OJI"
I.
WE ARE SENDING YOU (d /Attached ? Under seperate cover
? Shop Drawings ? Prints Lid Plans
? Copy of letter ? Change order
via the foil ing items:
? Sampl s ? Spec4ic'tions
? /
COPIES DATE NO. DESCRIPTION
0
THESE AR,,EE? TRANSMITTED as checked below:
W For Approval ? Approved as submitted
WFor your use ? Approved as noted
? As requested ? Returned for corrections
? For review and comment ?
F
? Resubmit copies for approval
? Submit copies for distribution
? Return corrected prints
COPY TO (Z4Tk,6JYU4,Q
T
SIGNED:
If enclosures are not as noted, kindly notify us at once.
Office Use Only:
USACE Action ID No. DWQ No. UJ - U
Form Version May 2002
(If any particular item is not applicable to this project, please enter "Not E
1. Processing 40
1. Check all of the approval(s) requested for this project:
Section 404 Permit ® Rip no Wwffli5FFr_JRules
Section 10 Permit ? Isolat Wego WQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:_NV4? \a
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ? NI A
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ? N I A
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: ? N1 A
II. Applicant Information
1. Owner/Applicant Information
Name: X1,hnSkon GownkL I Timiakh11 T Brnome
Mailing Address: To a11p3
SmitkAi 1d, NC, 2-1s1 -1
Telephone Number: (k3 m) q8q -SM S Fax Number: l.gtq) CJN. ltl y
E-mail Address: tim.6r?me??ohts nnC. r-orn
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: N1 A
Company Affiliation: MIN
Mailing Address: N1 Ac
Telephone Number:
E-mail Address: h
Fax Number:
Page 5 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: rleust, 'Rue-f ?_699 ULI Vn-CLE MaA •'F?u ?a1n Cftek la~ SrV_M6n
2. T.I.P. Project Number or State Project Number (NCDOT Only): Nl A
3. Property Identification Number (Tax PIN):1tpgy- 53- 6822 , 11994 - 43-,4666 1.\I,q4-y3-14S 1
It994-43-OOyy
4. Location
County:_ _Je hr\b?nn Nearest Town: Srn ??1? ?P
Subdivision name (include phase/lot number): NI N
Directions to site (include road numbers, landmarks, etc.): See. atka ()Url rna,,_
Liftor '?rd3ec* - Start Ca0v4jnwke.
5. Site coordinates, if available (UTM or Lat/Long): o o
(Note - If project is linear, such as a road or utility me, attach a sheet that sep ately lists the
coordinates for each crossing of a distinct waterbody.)
Tc
6. Property size (acres): A
7. Nearest body of water (stream/river/sound/ocean/lake): Greek
8. River Basin: NeLse. e1Z 11&r
(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.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Line beans on sits A 5rn?1` 4!ckA WtLA .e "Vru1mtn i
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
P y r r. c An-es w i kl be- LuseA 6 o ins- A a \a" sonilayti sewer ?C+ru MCj n

11. Explain the purpose of the proposed work: To i nsio-U ox. 13"
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
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.

ucake.d bq the added ' ir, ?occa ma,
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.
NI A
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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must 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.
Page 7 of 12
Provide a written description of the proposed impacts:ln nn iUbn ?o vrcyinus
_I-_ I . _ r• it - t •- - -
2. Individually list wetland impacts below:
cwx_
1Kj'.
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
1 m chant td 1 kp rorn ?or kEd 41

'? a1 a ib
hi c
0.Y

List each impact separately and identity temporary impacts. 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.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at httn://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed: U.3 ar Sirs !? yip U:514 dC??t rh«I wetlands
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secif
Na

*
List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, 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.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: NT?
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,

bay, ocean, etc.)
N? PL

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. 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
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N\ A
Size of watershed draining to pond: t-il Pt Expected pond surface area: tq\
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
techniques to be followed during construction to reduce impacts.
P_ L141111ebg .MCI . Cuxr n i rhn+.&, hs n U1, Oand 0. k0" YLL
ca n .
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.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, 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 NCWRP 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/strmgide.htmi.
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.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N? Ik
Amount of buffer mitigation requested (square feet):_hA
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres): P
Amount of Coastal wetland mitigation requested (acres): M?N
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ® No ?
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 919) 733-5083 to review current thresholds for environmental documentation.
Yes No ?
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.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes CK No ? If you answered "yes", provide the following information:
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.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 8,400 1.5
Total S"A00 1•? ?
* "Lone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
4k A11 iMp&4k is wlithin tx.`n e"5"3 v????;}y e?scmcnt ,v.)hic? ?5 c?v?tn?ly
r-e?wlorly ?nt0.?ned . -t'hcrcarc, nO arkLw.1" Incw" ai%?Wrba.nce wi1\
Ouv?,r.
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
NIA
XI. Stormwater (required by DWQ)
Describe impervious acreage (both 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.
Tro?esk wr?ll c.rr akc ic,n new im??ryiaxs n.v-r.. .
XII. Sewage Disposal (required by DWQ)
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 M
XIV. 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).
/iLu", Pfe
2
03
?-Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
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.
an
as e
? f
C03 fi
o g
1:1
k
go
8 {
pw 1
o d
o
V .v.
b?
CM A•
? rCD
?1v
u-
1mo4
?mo '.jaC4
m y i5-o
SO
a 0 CiH
ng
a
F, ng i
y
0
QQ$
?S w
u
r L1.
g$
X
A w
OF W A TF? Michael F. Easley
Governor
0,0 G William G. Ross, Jr., Secretary
DX, r Department of Environment and Natural Resources
0 Kerr T. Stevens
Division of Water Quality
July 10, 2001
Mr. Rick J. Hester, County Manager
Courthouse
P.O. Box 1049
Smithfield, North Carolina 27577
SUBJECT: FNSI Advertisement
Regional Treatment & Transport Facilities
Project No. CS370560-07
Dear Mr. Hester:
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 a loan under the State Revolving
Fund. 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].
Sinc ely,
Daniel M. Blaisdell, P.E., Assistant Chief
for Engineering Branch
Attachment (all cc's)
cc: Raleigh Regional Office
Johnston County Dept. of Public Utilities
Hazen & Sawyer, Robert Berndt, P.E.
Reginald R. Sutton, Ph.D.
Daniel Blaisdell, P.E.
,", K. Lawrence Horton, P.E.
?' FEU/PMB/DMU
*tt.t7Er;?
Customer Service Construction Grants & loans 1633 Mad Service Center Raleigh, NC 27699-1633 (919) 7-13-%M
1800623-7748 FAX [phone] Internet Address: vwvw.nccgl.net
FINDING OF NO SIGNIFICANT IMPACT
AND ENVIRONMENTAL ASSESSMENT
UPGRADE AND EXPAND THE EXISTING REGIONAL TREATMENT PLANT,
DEVELOP A WASTEWATER REUSE PROGRAM, REHABILITATE TWO
INTERCEPTORS, AND INSTALL TRANSPORT FACILITIES
JOHNSTON COUNTY
RESPONSIBLE AGENCY: NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL 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
TELEPHONE NO. [phone]
JULY 6, 2001
FINDING OF NO SIGNIFICANT IMPACT (FNSI)
Title VI of the amended Clean Water Act requires the review and approval of environmental
information prior to the construction of publicly-owned wastewater treatment facilities financed
by the State Revolving Fund (SRF). The proposed project has been evaluated for compliance
with the North Carolina Environmental Policy Act and determined to be a major agency action
which will affect the environment.
Project Applicant: Johnston County, North Carolina
Project Number: CS370560-07
Project Description: The proposed actions consist of 1) a Phase I project to upgrade and
expand the Johnston County regional treatment plant from the
permitted capacity of 4.99 to 7.00 mgd, 2) a solids dewatering facility
to be constructed at the county landfill, 3) a Phase I and II wastewater
reuse program to serve several users, 4) transport facilities to divert the
collected Cleveland area flow from the town of Clayton's treatment
plant to Johnston County's wastewater treatment plant, 5)
rehabilitating two major interceptors (Buffalo Creek and Neuse River)
that convey flows to the regional treatment plant, and 6) installing
parallel force mains along the Neuse River to provide additional
capacity for projected future flow increases.
Total Project Cost: $31,275,000
Clean Water Management Trust Fund: $ 3,800,000
State Revolving Loan: $21,500,000
Local Share: $ 5,975,000
The review process did not indicate significant adverse environmental impacts would result from
implementing the proposed project, and an environmental impact statement (EIS) will not be
required. The decision was based on information in the facilities plan, a public hearing
document, 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.
Sincerely,
Kerr T. Stevens, Director
Division of Water Quality
(1) ? 0
? ? i. OJ Z

0
N>1
c I) ++
?m+' O
LLI 0-(A O N
N ?«-

Jc -- d d O
0 :) U) LO

DU aC
° L II
* cUl .p v t
* O m +;
? 7 U
iF ++ L 1
1 L C
C- N
t O
O m 0
%I.-

"'N LL
? N •C
61
co
June 14. 2002
Johnston County
c/o: Mr. Timothy G. Broome, PE
PO Box 2263
Smithfield, NC 27577
Subject Property: Neuse River Parallel Force Main, Smithfield, Johnston Co., NC
Neuse River 103-04-02; 27-(39.3); WS-IV NSW CA)
DWQ Project # 02-0911
.Johnston County
APPROVAL of 401 Water Quality Certification and Authorization Certificate per the Neuse River Buffer Protection Rules
(15A NCAC 2B.0233)
Dear Mr. Broome:
You have our approval, in accordance with the attached conditions, to install the proposed force main sewer system project as
described within your application dated June 4, 2002. After reviewing your application, we have determined that the stream impacts
are covered by the Division of Water Quality (DWQ) General Water Quality Certification Number 3374. This Certification Illov,s
you to use Nationwide Permit No. 12 when issued by the US Army Corps of Engineers (USACE). This letter shall also act as your
approved Authorization Certificate for impacts to the protected Neuse River Buffers as required under 15A NCAC 2B .0233(8). In
addition, you should get or otherwise comply with any other federal, state and local requirements before you go ahead with your
project including (but not limited to) Erosion and Sediment Control Permit. Water Supply and Non-Discharge. Also, this approval
will expire when the accompanying 404 permit expires unless otherwise specified in the General Certification.
i
!'his approval is only valid 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 feet stream, compensatory mitigation may be required as described in 15A NCAC 214
.0506 (h). For this approval to be valid, you must follow the conditions listed in the DWQ General Water Quality Certification No.
374.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act and the Neuse Buffer
Rules. If you have any questions, please telephone Mr. John Dorney at [phone].
Sincerely,
TAI n Klimek. PE /
N WQ, Director
I/ V
Attachment: General Water Quality Certification No. 3374
Cc Steve Mitchell, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office, 6508 Falls of Neuse Road. Suite 120, Raleigh, NC 27615
File Copy
Central Files
Alan W. Klimek, PE, Director
Division of Water Quality
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone). 919-733-6893 (fax), http://h2o.enr.state nc.us/ncwetlands/
1 E'
J Lk
Office Use Only:
USACE Action ID No.
No. J 0
Form VOTA16 May 20oi, i
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
II.
1. Check all of the approval(s) requested for this project:
Section 404 Permit Z
Section 10 Permit ?
401 Water Quality Certification
Riparian or Watersh ules
PronZWQ
Isolated Wetland Permit 2. Nationwide, Regional or General Permit Number(s) Requested: I ?,

3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ? )VGA
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ? N/A
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: ? NIA
Applicant Information
1. Owner/Applicant Information
Name: J ohis-?p,1 6o'%, 7';,4 ofifty G 8/-ao
Mailing Address: 1; 0, '60 x 1), 63 '
Y,;t4I?eId 4lc X7177
Telephone Number: 191 f If - _rr7S Fax Number: V HI - 7l 7 5
E-mail Address: , bran Olt e @ ; n 1t <<j fia n c . cans
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: WA
Company Affiliation: LVIA
Mailing Address: AfA
Telephone Number:
E-mail Address:
Fax Number:
Page 5 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: NE of e_ R r ve r L-A, Ile I Fol-c c Mi,7
2. T.I.P. Project Number or State Project Number (NCDOT Only): &1A
3. Property Identification Number (Tax PIN): 6 9 y- 3 - 6 I f f. 16 q q- 3 I S f U 1
)699 - 3? j
4. Location
County: Jo h n r 1od Nearest Town: fn 11A f, e id
Subdivision name (include phase/lot number): WA
Directions to site (include road numbers, landmarks, etc.): fee afFac?led nlay
5. Site coordinates, if available (UTM or Lat/Long): La t : 3 S ,3y 30 Lon4, 79', l i9q //
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): A,-ea of 1 M14a c ? = e. 6 AL
7. Nearest body of water (stream/river/sound/ocean/lake):
8. River Basin: 1( e ,,j c ?I v e x
(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.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: All aroperf cf ar e for eommelci4 l vs e
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: /lay ,
ekcailu`se .f w;0 lie dfz fo rnff-ul( Q 16 se.+?tcr? Sew for e, r.14/;l
oo +h e- Jrovth -ride d fhe, lVeufe. R;vCr whe/, e ao?rer?M?fe% 7IB LF,
w? 11 a 1 ulenv +Ai- he IS if flee. Lac, Fx&Ayet e,j t. ;l( alfo fwd
oil i-he North :ode of the k';rn_r" -fe igffoll a ?4 tyN?farv sewer fence ,.wfj,
11
Explain the purpose of the proposed
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
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.
Cre?ect GIIdNO) TThe 1Aial/'crf,oa Ife aat jog, 9. dG'CI naG ec?rr, tf ;j-,a, eG?
ffn Avg, S C t f' t e r n Al- to eased
isfvef hl FA ',o Alf Aer iMPac?f fo wells Lrl? er waferwGyr G?1?%ciPk c9 by tde cha-1e>,
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and r vide justification for the exclusion of this work from the current application.
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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must 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.
Page 7 of 12
,Polo fay ICwP/ r;n J J
1. Provide a written description of the proposed impacts: ND h c? (i1 odd; h0 a
o r,u r_tr ?ef ?LU ON ?a6, 0y 4,f/I6 4f/0/7,
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
(es/no Distance to
Nearest Stream
linear feet
Type of Wetland***

"IA

* List each impact separately and identify temporary impacts. 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.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: IV//f
Total area of wetland impact proposed: Al
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)

4114 NIA AV4 A'114 MIA

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditch ing/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usps.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: N/ /4
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name Waterbody
)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.

VIA APIA 91A A114 1V1,4

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
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.): k1,4
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): WA
Size of watershed draining to pond: Nm Expected pond surface area:
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
techniques to be followed during construction to reduce impacts.
_Altcr:+a -e ryL, te for fol-ce J"Qa3( were. a; %o(',,a l„ arisen fo ;nteeafe He_
6vffer zo#te_ to the beer. Howcufl .,e. 4-0 "Affe„f ebf'g;"i"6 e4fefali'r fie
16° fo(ce MG i,,,ll be iii ffaIte ;n a?a may; f;,?c land-40(Y fey el
Loaf eme'li 4-4 af rdcf! alen4 foe _fc.-rA ;iie o? 44N L;re ,Vive/,
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.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, 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 NCWRP 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/strinizide.html.
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.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http:Hh2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N/,4
Amount of buffer mitigation requested (square feet): N% 4
Amount of Riparian wetland mitigation requested (acres): N/4
Amount of Non-riparian wetland mitigation requested (acres): N%r4
Amount of Coastal wetland mitigation requested (acres): ff/'4
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federaUstate) land?
Yes ? No ?
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 ?
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.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify. )?
Yes ? No ? If you answered "yes", provide the following information:
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.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 1 I of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both 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.
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.
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. 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).

&-M- L.0 L
-applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
image has been redrawn to scale 1 inch = 200 feet Page 1 of 1
* * * DISCLAIMER
Johnston County assumes no legal responsibility for the information represented here.
http://152.31.96.22/GISIMAGES/htm_0604105015. html

6/4/02
U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action ID: 200121293 County: Johnston
GENERAL PERMIT REGIONAL AND NATIONWIDE VERIFICATION
Property . Authorized
owner: Johnston Co. Depart. Public Utilities Agent:
c/o Timothy G. Broome
Address: P.O. Box 2263 Address:
Smithfield, NC 27577
Telephone: [phone] Telephone
Size and Location of Property (Waterbody, Highway name/number, town, etc.): Johnston County
Department of Public Utilities' proposed Neuse River Parallel Force Main project property, located
off of Wellons Street, adjacent to the Neuse River, near Smithfield, in Johnston County, North
Carolina.
Description of Activity: Proposed parallel force main project resulting in approximately 0.07 acre
of impacts to the jurisdictional waters of the Neuse River.
X Section 404 (Clean Water Act, 33 USC 1344) only.
Section 10 (River and Harbor Act of 1899) only.
Section 404 and Section 10.
X Nationwide Permit Number N" 12
Any violation of the conditions of the Regional General or Nationwide Permit referenced above may
subject the permittee to a stop work order, a restoration order, and or appropriate legal action:
This Department of the Army Regional General / Nationwide Permit verification does not
relieve the permittee of the responsibility to obtain any other required Federal, State, or local
approvals/permits. The permittee may need to contact appropriate State and local agencies before
beginning work. If you have any questions regarding the Corps of En meers regulatory program,
please contact John Thomas at telephone number,(919) 876-j 441, exteou 25.
Regulatory Project Manager Signature
Date August 31, 2001 G Expiration August 31, 2003
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE
ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
CF:
Permit Number: 200121293
Name of Permittee: Johnston County Department of Public Utilities, Neuse River Parallel
Force Main, Mr. Timothy G. Broome
Issuance: 08/31/01
Upon completion of the activity authorized by this permit and any mitigation required by
the permit, sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
RALEIGH REGULATORY FIELD OFFICE
6508 FALLS OF. NEUSE ROAD, SUITE 120
RALEIGH, NORTH CAROLINA 27615
Please note that your permitted activity is subject to a compliance inspection by an U.S.
Army Corps of Engineers representative. If you fail to comply with this permit you are
subject to permit suspension, modification, or revocation.
I hereby certify that the work authorized by the above referenced permit has been
completed in accordance with the terms and condition of the said permit, and required
mitigation was completed in accordance with the permit conditions.
Signature of Permittee
F vvn r?R nmcnaei r. tasiey, uovernor
0 D William G. Ross Jr., Secretary
mot North Carolina Department of Environment and Natural Resources
r
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
August 28, 2001
Johnston County
DWQ Project # 011240
APPROVAL of 401 Water Quality Certification
Timothy Broome
Johnston County
Dept of Public Utilities
Post Office Box 2263
Smithfield, NC 27577
Dear Mr. Broome:
You have our approval, in accordance with the attached conditions, to impact in 30 feet of streams for the purpose of
constructing a Neuse River parallel force main, as you described in your application dated August 9, 2001. After reviewing your
application, we have decided that this fill is covered by General Water Quality Certification Number 3288. This Certification
allows you to use Nationwide Permit Number 12 when the Corps of Engineers issues iL In addition, you should get any other
federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control,
Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. Also this approval will expire when the
accompanying 404 or CAMA permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your project, you
must notify us and 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 wetland fills for this project. (now or in the
future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to
be valid, you must follow the conditions listed in the attached certification. This approval shall expire when the corresponding
Nationwide Permit expires or as otherwise provided in the General Certification.
If you do not accept any of the conditions of this certification, 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, P.O. Box 27447, Raleigh, N.C. 27611-7447. This
certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any
questions, please telephone Bob Zarzecki at 919-733-9726 or Steve Mitchell at our Raleigh Regional Office at 919-571-4700.
SincerelY.
Attachment
cc: Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
File Copy
Central Files
Wetlands/401 Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Ph: [phone] Fax: [phone]
. Tho D
=a
qtr
Customer Service
1 800 623-7748
6(
DEPARTMENT OF PUBLIC UTILITIES
POST OFFICE BOX 2263
SMITHFIELD, N.C. 27577
[phone]
TO NC4FNR DWQ 401 Weila id Lif
16..10 MA) Ie/vice 6e?titel-
12a?eiuli lVc: a.7GY9 - I6_i D
nn9
%JbF
WE ARE SENDING YOU Attached ? Under seper? via a follow' g items:
WEILA
L c wcrf E '??1?C PON
L) Shop Drawings L) Prints f .Plans El Samples ? Spe
? Copy of letter ? Change order ?
COPIES DATE NO. DESCRIPTION
6 4?Ool ?n t/uafian Ian
7 C /tf'c I' i /tea
I o # oI 037 key;ek, Fee, X Od.0 0

THESE ARE TRANSMITTED as checked below:
*For Approval ? Approved as submitted
? For your use ? Approved as noted
? As requested ? Returned for corrections
? For review and comment ?
REMARKS
LETTER OF TRANSMITTAL
? Resubmit
? Submit
? Return
copies for approval
copies for distribution
corrected prints
COPY TO
SIGNED: ,J \
DATE 61q10 k JO
ATTENTION
RE:
N ,v a/ fle
e. M o

If enclosures are not as noted, kindly notify us at once.
Johnston County Public Utilities Check No.
Smithfield, NC 27577 19057
INVUIC:t
ADDITIONAL
NET AMOUNT
NUMBER DAB°"_='?-- GROSS AMOUNT DISCOUNT TAX CHARGES
00 M ) 200. (X
20 £i 420..6 1.OO

02091

Johnson County Public Utilities Check No. 21792
Smithfield, NC 27577
IlvvvlcE
GROSS AMOUNT
DISCOUNT
TAX
ADDITIONAL
NET AMOUNT
NUMBER DATE CHARGES
02/1.8/03 200.00 .00 .00 0 200.0(
20 8586.0400

`f•??c,? f
CC ?
?
? a I o3
?
G
y~ ~ ~ ti a~ ~ , ~a
_ ~ ~ ~ ~ ~ ~ ~r
r _ ~ ~ ~ a
u ~ ~ _ i `s~ ~ , a , ~a~Z~' • _ eta
.ate ~ „a ~ _ ti ~ ~ t ~ ~ a E.~.~~T.
~2 ril ry ow ~ i~pd 9 I n a , ~ )I~ ~ jh,-~ ~ i 14 x12 TS&V
~ ~ ° ~ ~ ~a i
c.~ ~ ~ ~ i ~ ~ ~ i
a s, 'z, NEW 12 DIP F/M
.v << ~ ~ ~ ~ ~ ~m~.
o
e~ ; ~U..;~. a~ ~ ~ ~ ~ i EXIS.. 4 x' a ~ E ~ ~
EXIT;. ~ ~6 REC~~CEK P°~. ~ ~__~a_ ,
BLC~GFITd~ ~ -~--._~..,.___...__XS~. a SIP F/ICI -
s;,, i . ~ ~ ~ ~`U a ~ CUT IN 6 GV ~ i ~
_ \ _ .tom bi ~ ~ WATER TR ,t . a~ s;' ` ~ E`41T. 1 v" 9~J° ~EtiC v ~ ~ ~
~ ~ J` p , „
~ ~ f
j~:~ ITv~ ~ s ~ ~ ;',r tom,: ~ .
/^V ~j~`I ~py,f~ _i. ~ L R ~ c' n_ r ~"1~ ~ 1 ~ ~ . AI' ~Elw.G1'1 ~F' _w 05 may.. ~ a1t .Y ' - ~ ax..~. ~ ~ \ CUT IN 10" GV
<.5. ~ ~ M VET; ~ I ~ ~a aC i i E t~ E.
EXIST. ~1~, :,A~~ ~ ~ INSET
x. N.T.S.
. , ~ ~
~~~t
y~ z2 ~ 4 <
.,~aE...-,-- _ -....r .m.,_.~ 1`~~ Z e ~ v .v
ar~~"~ ' ~P ~1 ~ ~ v~ Z' E
r; ~ 4 ' ~ A~ S.. ~ ~ , ~
~ ~ 4 ~ ~
~ ~ 1 Y ~ ~ ~ .j . . a
. s, i
. ~ .~a i
~~~z u ~ , ~'.1 Z.
e,

a a
~,v
~ ~ 1dN`0~ SM1{FIEED' C ~
TER LEANT PLANT
. i, c BAN~30N~C3
ti..
. ~ _e
~ ~ F
N.,
d, is , .
p~~ P;y
~i~r
i
i C ...2 9'.
~
T
t Iti~
N t 0 ~
a~, i
R, 1 I
L` ~
~ ~ sz'
130 130
_ I
CO (NATION AIR RELEASE AND I - . _ _
~ I I _ _ _ _ _ VAC UM VALVE W~MANWOLE M__ , ~ _ _ _
_ _ _ _ _ I _ _ _ _ 1 _ ( _ _ _ l _ _ _ _ I_ _ 1_ _ _ _ _ ~ _ _ l
125 125
. _ _ _ . . . _ . _ . _..._INS ALL FORCE_ MAIN AT DEP H . _ _ _ ._..w._ _ . ~ . _ _ . ~ _ _ . _ _ _ _ _ RE UIRED TO PREVENT HIGH POINT
® I I . _
' ~ . 1~.... \ _ I
120 120
EXIST. 14"...DIP F/M _ ~ ` L
_ _ _ _ _ _ _ ~ _ _ _ ~ _ _ _
V!. _ _ r ~
115 , r-- 115
3.5 MIN. COVER -
. 14x12".,..TAPPING- _ _ _ A
I 12" 45' EN ` SLEEVE .VALVE... _ _ _ _ . _ _ Q
I
110
110 _ a._
~ 12 5 BEND ( _L 3 _ _ _ _ _ _ _ _ ~ .
0 m _ _ . _ _ . _ _ _ _
APP OXIMATE LOCATION _ _ I _ ~ 2" 45' _ BEND _ _ . 12" 45' BE 12" 45' BEND . _ ~ .
~ 24» DI STORM PIPE 12" DIP FORCE MAIN ~ 105
LL _ _ _ _ m _ ~F__ , ~ , _ _ , _ _ „ _ ~ - __m m_ . _ . NOES: 1 RECIAL BEDDlIN6 &-BACKEIL:E RED " 105 12 22.5 BEND &~BACI~CEIL:L SQUIRED _.e _ , _ u_ _ _
) " I ~ _ _ _ _ - - _ . _ _ _ _ _ _ ~ _ _ _ _ . . _ _ . _ _ TA. ?±OA T0.12~50
m EE DETAIL SHEET G9 G9 _ _
~ 2) ONTRACTOR SHALL NOT DIS UA Ll NOT DIS URB 12" 45' BEND _ _
o _ . _ _ _ _ . _ _ _ _ _ . _ _ _ ~ I 'SING . S POND DAM. .
~ 100 100
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7.00 8+00 9+0( W 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00
J Q
Q a
w
z REVISION INFORMATION A e~~~'"°"""''~~>s DR WING INFORMATION , NC~o ~ l® . ~ ~,0 ® S Iv ®®s
W ® ~ 6~~7VOQ ~ s
Nll~l Des~riation Date Inlt (nit Date E~~ ni irrni n, nnrrv
aurrH~~ ~R~~n cr-
Drawn B : SRM 01/03 12"
w FORCE MAIN PARALLEL Department of Public Utilities ~ G'_3
= Checked B : ALB 01/03 GIN
STA. 0+00 TO 16+00 LEe
W A roved By: T G B 01/03 a d n o~ FORCE MAIN P.O. Box 2263
Smithfield, NC 27577 of 9
: Hor.1" = 50' Vert. 1"=5' LSCALE

I
I
I
z
4 I -u I
u014dijDsaQ wnN

I- l~T
~
I-
w ~ DROP INLET
~ PROTECTION
m i6' 45' BEND °i ° ewo S + 46
" W/BLOCKING NCGS SMITHFlELD 16" 90' BEND W/BLOCKING SSMH
LEV. NGVD 29 =140.046' DROP INLET E ~ ~ _ " ROP INLET l '
16 45' BEND PROTECTION PROTECTION I W/BLOCKING
i ~ as iwo SSMH - _ ss ss ~ FRON STREET
~ REET . I ~ ~ 6i°° NEW 16' DIP FORCE MAIN FRONT ST .ET s s -
SEE INSET FOR CONNECTIONS I( ~ i 1~ I 8+74
i I 16" COMBINATION AIR Rt LEASE do I I I VACUMN VALVE IN MANHOLE
i TOWN OF SMITHRELD ~ I 30' FROFOSED ' ~ ~ K W
EASEM ~ 16" 45' BEND - ENT ; i , I I APPROX. TOP/ BAN W
I G 10 W BLOCKING I EXISTIN 1; MpN / EXIST, 20' EASEMEN ~ ~ ~ i ~ I i (n
.1. FORC ~ ~ ~ a ~ i • I
ss i ss ~ ° ~ mss ~ ~ ~ i I I I I
" f ~ 16" x 6" TEE EXIST,.,~4~$,S~O~TFALL ~INE ~ ~ REMOVE & REPLACE I- I I CUT,
6 CE kl ~ G FEN SPA ss ~ i EX1S~{1NCE µA1N S11.T SMN NG " EW 16" EXIST. ASPHALT WALKING W ^ I I Y TOWN OF SMITHFIELD ~ ,L TRAL ~
~ FOR S S SA 24 D.LP ~ i ,1,P~ EX'µ VET ~ EIYFRNIlgR Rip ' FPM EXIST. ASPHALT WALKING TRAIL ~ ~PROX. Q ^ • \ ..TOE / SLUFF ~ CUT, REMOVE do REPLACE
tOP A(( 16" GATE V TOP OF BANK ~ \ ~ EXIST. ASPHALT WALKING
10" x 16" INCREASER ALVE ~ ' \ TRAIL
EXIS EXIST. TIMBER BRIDGE ' EXIST i0" C.I, F/M /TO T. SSMH 9 + 71 f P „ 13 + 52 9 + 71 16" 90' BEND
~ ~ ~ _ ~ _ 125.4p' 16" 90' BI 16" 90' BEND _ \ _ KIN
10" GATE VALVE W BLOCKII ~ / W/BLOCKING ~ \ W/BLOC G ~....-.:-Y. - _ _ _
/EXIST. 24" R CP SS i 1 ' ~ SS ~ ~ "+.,y~,~~ SSMH
/ _ ~ •Ip P 123.45 , ~O\TFAU CRaOND^Fi6.~_^_ SSMH
ss - ss ss - ss 16" GA )~T. TE VANE E S 6 D.LP. F/M 16" x 16" W "'t- fY ~ -._jOP 120.25
TEE 6" 45' Clil, REMOVE & REPLAC ~ ~ ~ _ _ ^ X15T. ASPHALT WALKING - ~ ~ ~ ~s -~2~4"SS ~ ` - E tY -.rates . ~lTFq~ _ ,
6" GATE VALVE BENDS 2 E A, EXIST?
NG g SILT FENCE 8 FORCE M =~t.___ ~ ~ AIN
W
NOT TO SCALE ~ 13 + 73 • ~ , CUT IN 12"x16" TEE ~ ~~Q/1 EACH 16 & 12" GATE VALVES 16" 90' BEND ' ~ .
W/BLOCKING ~ ~ • • ~TOp ~ ~OF 6q
Nk ~
W ~
Z I n~~
i
140
140
MARKET STREET
i OMBINATION AI RELEASE AND
i i i VACUUM VALVE W/MANHOLE
PR STING , 1s" sa• e 16" 90' BEND
EXI W BLOCKI W/BLOCKING EXIST. NEUSE RNER RIDGE
~ ~ /
r -
_ 130
130 ~ ~ ~
~
1 "MIN. 1 "MIN.
SE ARAiION SE ARATION

12" MIN. 12" MIN.
SEPARATI EPARATION
~
120
0
~ " " 16 45' END 16 2i 3.5' MIN. 16" 22 1/2 BEN COVER
16" 45' BEND W/BLOC ING W/BLC W/BLOCKIN ~
CONNE T TO EXISTING W/ LOCKING . .
10 F RCE MAIN ~
' EE I SET 10" x 16" REDUCER MIN. 12"
SEPARATIO
10" G VALVE
16 90' BEND 1 10
110 W/BLO KING CONNECT EXISTING 12" FOR E MAIN
W/12"x16' TEE AND
1 EA. i6 & 12 GATE VALVES
16" x 6" TEE 6 GATE VALVE
7+00 8+DO 1+00 2+00 3+00 4+00 5+00 6+00 0+00 8+00 9+00 10+00 11+00 12+00 13+00
ORMATION DRAWING INF N INFORMATION REVIS 0
.~>aumU~h~. nisi iC~ G?I~/~R
110 %I v "I X
Init Date SCAR . Num Description Date Init o FRONT STREET ES
FORCE Ip 9 1102 Drawn B N J J 4/01 a MAIN 0 1 Per CG&L Comments 16 EC SEAL PARALLEL Department of Public Utilities U10 C~3
+ + Checked B AL on 00 T 172 uisii•i c Easement Aq 05/02 C
2 CH TA. B 04/01 0 59 NC i V G os° ~ , FORCE MAIN P.O. Box 2263
Approved B TGB 04/01 , Smithfield, NC 27577 of 8)
°q LEE
=5 Hor.I"=50' Vert. 1"=5' SCALE

~I
r
- - / /
1.~ .i'
~i'~ ~ • G(
~ /
C~\~ 1 ~
/ •
02 2 ~ 0 ~
N n
i NS
3 i k 2 ~ . ~n O c~
0 lP ~ ~
a0 0 n 9 ~ .
~ _ . a$- RAP 5~-~~ tit Oda - . - - . .
{ ~ 2 9~ ' P~ EP era ~ - E .o r
POS~EP . i G~ QRO O O - ~F RIVER _ - - BANK ~
b N BUFFER p RIPARIA ~ 0 SILT FENCE
~ Fla - - ~~8, _ - - - ~ 1~ ~
ER ~ - - k. 1 C~\C~ - - 2 g~a
~ 1ti R~0 i' 12 5 12 _ - V1~
~p ~ I" p .
1 10' TEMPORA ~ 11 ~1a k i C,
CONSTRUC110N EASEMENT 15+ ~ g~,) , ti g~~ - ~0+00 ~E X11 - --r~ NIR

- - MAIN - - _ DIP FOR_C_E -
~ ~ SP 6 NEW_ 24_--------
, s 1ti MASTER BUILDERS SILT FENCE U"' , SSE s - Y" - - - -
AND REALTY COMPANY
I I

G 5~ `a SILT FENCE ~E
1~ PPP JE ~ .IPA
Pao
0~.
~a ~
G~~
130
i
i
i i 120 INS ALL TEMPORAR
120 INSTALL CLAS I RIP RAP NET LINER W/SEED
WITH FILTER F ERIC INSTALL C ASS I RIP RAP INS LL TEMPORAR MIN. 18" THIC ENURE EXISTI G PROFILE AND MULCH
WITH FlL FABRIC NET LINER W SEED WIDTH DENUD AREA ~ ~
MIN. 18" ICK ENTIRE / i' ~ ~ ~ _
WIDTH DE ED AREA AND MULCH ~
1 ` ~
' CO NECT TO EXIS G 12" FORCE AIN
12' x 12" TEE 12 GAIE VALVE 110
110 3.5' MIN.
COVER
NEW 24" DIP FORCE MAI
24" 11 1/4' BEND
W/BLOCKIN
DATUM ELEY 105.00 24' 45' BEND
W/BLOCKING 24" 2 1/2' BEND 24 11 1/4' BEND 24" 11 /4' BEND
~ ~ W/BL CKING W BLOCKING W/BL KING
100
100
10 00
i.
90
90
14+00 15+00 16+00 17+00 18 18+00 19+00 20+00 21+00 22+00 23+00 24+00
10+00 11+00 12+00 13+00
- - - - - - - - - ~ nnnr
REVISION INFORMATION DRAWING INFUKMA I IUN peWmnpp
NEUSE RIVER JOHNSTON COUNTY
Num Description Date Init Init Date NEUSE PARALLEL
1 Per CG&L Comments 01102 CEC Drawn B NJJ 04/01 24" FORCE MAIN PARALLEL Department of Public Utilities C-/~
2 Easement Acquisition 05/02 ICH Checked B ALB 04/01 59' STA. 10+00 TO 24+00 .1 1 A P.O. Box 2263 ~~T
FORCE MAIN Smithfield, NC 27577 0 f 8
ppv::] roved B TGB 04/01 LEE
w SCALE: Ilor.='0' Verf 1'=5' 51z1 10Z'

~ w
W
I-
W DROP INLET C~
p PROTECTION
NCGS "SMITHFELD m 16" 45' BEND ~o0 8 + 46
ELEV. (NGVD 29)=140.046' W/BLOCKING i6" 90' BEND
' i6" 45' BEND ROP INLET DROP INLET W/BLOCKING SSMH
\ W BLOCKING PROTECTION PROTECTION ~ /
~ ,wo ewo bwo
s~oo NEw 1s olP FORCE MAIN FRONT STREET SSMH (~-1.._.
' SEE INSET FOR CONNECTIONS NT STREET SS SS FRON SS STREET S
i f I
~I
TOWN OF SMITHFIELD ~ 6 + 74 ~ 16" COMBINA110N AIR RELEASE do
1. .f I ~ VACUUN VALVE IN MANHOLE ~I
~0" 16" 45' BEND 30 PROP ~ ' ExIS11N ~ MpIN W/BLOCKING EASEME OSEp 40POSED ' i E- E. ENT I ~ APPROX. TOP/ BANK W
FORC , ss ~ NT .I. / ~ 4' • i W Q ~ A
ss i ~ ~ EXIST. 20' EASEMEN ~ ~ ~ i ss \ , " o . ~ I i F- (n
a ~ o ~ i h I i
G 6 ENCE Fkl " " _ h ~ ~ EX15~INCE t1,pIN SILT f MH SrjNC 16 x 6 TEE EXIST._2.4" ---0- FA------- - - - i • ~ CUT REMOVE do REPLACE
.LP• FOR EX• SS to 5 SgNi ?4" ss ~ ~ LL SINE ~ ~N vE AO ~R rqR RCp EW 16" D ~ '~l WOP 12g. p~~Y .LP, F~ is ~ '-l ~ EXIST. ASPHALT WALKING ~ ~ W
Z EXISi. ASPHALT WALKING TRAIL is - -l TRAIL 1' ~ TOWN OF SMITHFIELD
10" x 16" IN 16" GATE VA TOP CREASER lVE OF BANK '•~1 ~ /SLOPE ~
L EXIST 10" C.I. F/M EXIST. SSMH EXIST. TIMBER BRIDGE . - . \ - ~ . ~ CUT, REMOVE do REPLACE
ss - ss _ ~ TOP ~ 125. IRIDGE ~ . EXIST. ASPHALT WALKING ' ~ TRAIL
40 10" GATE VALVE \ 13 + 52 16" 90' BEND 1 "
~ ?EXlsr. W/BLOCKING ss _ 6 90' BEND _ - W/BLOCKING
24" RCp SS ~ "mss -
ss - ss ss ss 16" GA E)~T. " ~ ~ V S 6 D.LP. F/M 16" AEyE • ~ ss / ~ SSMH ~ ~ ~
x i6" TEE ~''ip""- 123.45 W - _ _9`TFqu GF1~oND-t;c,.ai_ _ SSIAH
6" GATE VALVE 6" 45' gEN CUT, REMOVE & REPLACE ~ _ ss _ ~--LOP 12o.zs
OS 2 EA. EXIST. ASPHALT WALKING ~ ~ ' ~ • ss ~ ~ c~mm-uZ@_ TRAIL ~ ~ ss ~2 SS ~ -
~ ~~0 TF - _ m ~ _~u.~ ~-?u
~ SILT FEN EXISnN~ ` ~ ~ ss ~ CE 8 FORCE--~~_
NOT TO SCALE ~ • . ~ MAN
- 13 + 73 • ~ • CUT IN 12"x16" TEE ~ 16" 90' BEND ~ JHf \EACH i6 & 12" GATE VALVES
W W/BLOCKING ~ ~ ~ TO
(n ~ •P OF ~ ~ BgNk
W Z ~
140
140
MARKET STREET
c." COMBINATION AI RELEASE AND
VACUUM VALVE W/MANHOLE
G PR . ISTIN n EX - i6" 90' BEND
H W/BLOCKING EXIST. NEUSE RIVER RIDGE
r -
130

130
1" 1 "MIN.
SE AI SE ARATION
- ~ I
12" MIN. SEPARATI 12` MIN.
EPARATION I

I~ ~
/ 120
CONNE T TO EXISTING 16" 45' BEND 16" 45' END 16" 22 1/2 BEN 3.5' MIN,
10" F RCE MAIN W/ LOCKING W/BLOC LNG W/BLOCKIN COVER
SEE I SET 10" x 16" REDUCER
10" VALVE MIN. 12"
SEPARATIO
110
16 90' BEND 110
W/BLO KING CONNECT EXISTING 12" FOR E MAIN
W/12"x16 lEE AND
1 EA. 16 & 12 GATE VALVES
16" x 6" TEE 6 GATE VALVE
0+00 1+00 2+UO 3+00 4+00 5+00
6+00 7+00 8+00 8+00 9+00 10+00 11+00 12+00 13+00
REVISION INF ORMATION DRAWING INFOR NATION
~~Ilm nocrrin~inn f1~~n I~~~ I_~L n_ i_ ..o+~pir'A~u~hi4.. .~r-~ ~r,.~- ,.-r.. I~"1UAI(~T^AI nn~ nnnr
ud C III l uaTe 0ti~''%
° T ~ FESS~O 9 ; IVtUSt KIVtK %JvnivJ 1 vlV UVUIV I Y rHUt
1 Per CG&L Co o mments 01/02 Drawn . B ~ NJJ 4/01 E C . Q
1 2 Easement Ac ul SEAL sltion PARALLEL Department of Public Utilities
Os/02 Checked B : 0 5s q ALB 04/01 CH STA. + + 0 00 T01 3 72
A roved B : N~, o ,
TGB 04/ 1 , 0 ~q lEE ~ FORCE MAIN P.O. Box 2263
SCA rr- r rr_ r llllllllllllH,~~,S Z~IoL LE. Hor, 1 0 I c- 5 Vert.1 S Smithfield, NC 27577 01 0

1
' ~ _
i ~ GE E~
~F 5~~
1
1
o~ o~ ~ ~ ,
i ' N n
O Nti ~f
0E~ k Z ~ toO~
~p ~ ~ 0 cn~
E1 _ 2 ~ ~ 0 .y
' 7: ' QTR EPS 2~ BOG ' ~ N . a- o
- . - . O Y ~
~ . . GE OQO G~-~P ~ ~ ~ . - - - ' -RIVER - . BANK OF
- Q 0 i ~ ?1• R RIPARIAN BUFFE o
~ ER 12 ~OpG 0Ea ~ G SILT FENCE
r ° R - _ ' i 1`~ y 12 - - 1 ~ G
\a o, ~ ~ - - - ~ , ~,~~a 2 g~0 v+l
10' MPORA - 1 G ~ CONSTRUCTION EASEMENT A 11 G'~~~ 15+ 2 ~0 1~ ~
' Y1~8 J ~0+00 ~
, ' 00 G LE NCR
1pk QQ~d _ '(P - - _ W
a I - - FORCE MAIN _ W 24 DIP--------- NE___---- -
,2 MASTER BUILDERS SSE SILT FENCE - ~ --Y- -
AND REALTY COMPANY I - - ,

G S~ ' 1 QQ~a~ SILT FENCE r '(P
g 0 JP
P~
' . G~.
\a e
G~~
130
I
r
I
120 -
INSTALL CLAS I RIP RAP INS ALL TEMPC~RAR 120
WITH FILTER F ERIC INSTALL C ASS I RIP RAP MIN. 18 THIC ENTIRE EXISTI G PROFILE NET LINER W/SEED AN MULCH\
WITH FIL FABRIC INS LL TEMPORAR WIDTH DENUD AREA MIN. 18" ICK ENTIRE NET LINER W/SEED ~ ~ ~ . ~ ~ ~ ~ _
WIDTH DE U ED AREA AND MULCH ~ ~
...r \ ~ ~ ~ ~
/ r
a
CO NECT TO EXIS G 12" FORCE AIN 12' x 12" lEE
12' GATE VALVE 110 3.5' MIN.
110
COVER r~
NEW 24" DIP FORCE MAI
DATUM ELEV 24" 11 1/4' BEND W/BLOCKIN
105.00 24" 45' BEND
W/BLOCKING 24' 2 1/2' BEND ~ ~ W/BL CKING 24 11 1/4' BEND 24" 11 /4' BEND
M ~ W BLOCKING W/BL KING
' 100
' 10 00 i 100
I~
90
90
10+00 11+(10 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00
RF1/IClfl~l IPIFf1pM A TI(l~l n~ n ~.iir`ir, iniCn~M n Tin~i
1\L- v IliIv14 11 41 viii 111 1 1414 Vll11YYIIVU 11 \41 UF\I Ihi I IUIV ~taennu~`~ H CAR
Num Description Date Init o~ init Date NEUSE RIVER JOHNSTON COUNTY PAGE
NEUSE PARALLEL
1 Per CG&L Comments 01/02 a Drawn BY: N)J 04/01 CEC a~u 24" FORCE MAIN
0 97 PARALLEL Department of Public Utilities C~4
2 Easement Acquisition 05/02 JCHI STA. Checked B : ALB 04/01 10+00 TO 24+00 P.O. Box 2263 FORCE MAIN Smithfield, NC 27577
Approved B : TGB 04/01 . ® e
SCALE: 110F. 1"=W Vert. 1 5' of
_ .r~;r: ms~rsam~e:;ce~.aaraF,aa~r.~oes, ra.i ,.-n ,.~sc,®

i
Q~ W
W DROP INLET
~ PROTECTION
" m 16" 45' BEND ewo 8 + 46 t
NCGS SMITHFIELD W/BLOCKING ELEV. (NGVD 29)=140.046' DROP INLET 16" 90' BEND
ROP INLET 16" 45' BEND PROTECTION W/BLOCKING SSMH
PROTECTION ~ W/BLOCKING
I ~ 71U0 6100 i / ewo • SSMH Q--- s
' ~ ~ ET NEW 16 DIP FORCE MAIN FRONT SIRE STREET S ss ss . FRON STREET
s
SEE INSET FOR CONNECTIONS
I ~ t i . , I 8 ~ 74
TOWN OF SMITHFIELD ~ I 16 COMBINATION AIR RELEASE do
3U' P ? ROPOSEC ~ I VACUUN VALVE IN MANHOLE I
14" 16" 45' BEND - CEMENT ~1~~ STING IN W BLOCKING pOSEC ' ~ L~1 T . ~ I APPROX. TOP/ SANK W
EX~ RCE MA ~ / c .1. FO ~ / ~ EXIST. 20' EASEMEN ~ ~ Q ~ I ~ I
ss St o mss _ ~ ~ ~
o°~ i ~ I i
i 6" NCE Fkl 16" x 6" TEE EXIT ExIS~IN E N,piN 515 f~ N SrINC S .,.24~$,~OI~JFALL ~INE I REPLACE ff i CUT, REMOVE ~ LNG W
RC SM ~ ~ f0 S S Sq 24 EW " ~ ~ ~'l, ~ .LP' Ex• µ VEN~40 EIVFRN/Tq RC 16 ss • `'l, I EXIST. ASPHALT WALK \ ~ ~ ~ ~L, TRAIL Y TOWN OF SMITHFIELD
W~ 5 p Ry p D.LP,F~M \ . OP tit pIF EXIST. ASPHALT WALKING TRAIL
10" x i6" INCREASER A1E VgLyE 10P OF BANK ''~-.1 \ X: TOE / SI, ~2 ~-.1 ~ ~ OpE CUT, REMOVE do REPLACE
EXIS EXIST. TIMBER BRIDGE • ~ \ ~ ~ EXIST. ASPHALT WALKING DGE ~ TRAIL
EXIST 10" C.I. F/M r T, SSMH --ss-ss-ss- ~ 125.4p~ 9 \ • 9+71 13+52
~ 10" GATE VALVE 16 16" 90' BEND - ~ 16" 90' BEND
W ~ i ~ ~.iEXIST, 24" R W BLOCKING _ W BLOCKING / \ ~ _ / "rt,eo__
CP SS ~ ! - ~ ~ SS --~`"'~„~.'i.o,,y,. SSMH
I ss- ss - ss - ss 16" GAZE Vq ---~.9UTFAU cx~oiae-u
E~ ST. 6 D.I.P. F/M i6" LVE x ig^ Ltf SSMH
TEE 6" 45. REPLACE ~ ~ c~vroc-uz ' CUT, REMOVE & ~ ~ ~ ss ~ ~ !z-,
6" GATc VALVE BENpS 2 fA, EXIST. ASPHALT WALKING ~ ~ - ~ -~2~¢ SS ' _ _p+ TF - TRAIL m ~ ~ s5 A((
a SILT FENCE ~ EXISTING g ~
C>' ~ • . \ FORCE M D J ~ . • \ AIN
NOT TO SCALE ~ 13 + 73 CUT IN 12"x16" TEE ~ JN,/1 EACH 16" & 12" GALE VALVES
16 90' BEND ~
W W/BLOCKING ~ ~ • • ~TOp ~ ~~F 8qN
~ ~ k W
Z ~
- I n _Ln.
140 • • 140
MARKET STREET
COMBINATION AI RELEASE AND
i VACUUM VALVE W/MANHOLE
R i6" 90' BEND
INS P ~ 1s' ExIS1 wl W/BLOCKING EXIST. NEUSE RNER RIDGE
l
i 130
M ~ ~ 130
p 1 I 1 "MIN.
SE AR. SE ARATION
. ~
12" MIN. 12" MIN. SEPARATI EPARATI0
0
~ 120
i 16" 45' END 3.5' MIN.
T TO XI TIN i6" 45' BEND W BLOC LNG CONN E S G W LOCKING / 16" 22 1/2 BEN COVER W/BLOCKIN
10" F RCE MAIN /
SEE I SET 10" x 16" REDUCER
MIN. 12" SEPARATIO
10" G VALVE
110
16 90' BEND 110 W/BLO KING CONNECT EXISTING W
12" FOR E MAIN W/12"x16 TEE AND
1 EA. 16 do 12 GATE VALVES
16" x 6" TEE 6 GATE VALVE
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+00 9+00 10+00 11+00 12+00 13+00
REVISION INFORMATION DRAWING INFORMATION
A I _ n I n i ~ • I ~ n _'`~IIIIIIn11Nl////~
ivum uescriprion care inir snit uate %%"Wwo, I11ZV%71Z RI V GR
° - FRONT STREET ~ Ftiss~O ~
1 Per CG&L Comments 01102 EC Drawn B NJJ 4/01 , Q
16" FORCE MAIN SEAL PARALLEL Department of Public Utilities C_3
Easement Acquisition 0 0 5s = 2 5/02 CH Checked B ALB 04/01 T 13+7 STA. 0+00 2
Y 0 V ~ Gi dE,.o Q 1' FORCE MAIN P.O. Box 2263
Approved B : TGB 04/01 , LEE 6 `
SCALE. Hor. 1"-50' Vert. 1 =5 Smithfield, NC 27577 of 8

.%,r ~ ~ - . ' . ~ . / •
? ' GF, ' ~ 4E~ / • / •
. ~ ' /
51~ 1 . ~
o~ / •
i ~ Nti
kZ ~Ot^
~O ~ ~ ~
~ _ ' ~ ~
_ - _ _ o a
~ 2 "~G 2,01 1'~`i..,...
_ • • ' RIVER
. - . BANK Of
o N BUFFER p RIPARIA e~~ SILT FENCE
11 k
/ GER r 1~ ~~~G 2~ BOG
ti 2 R ~ _ _ ~11~
10' T MPORA " 11 1~ h 1~ p~'\~ - - g~o ~0+00 ~E
CONSTRUC110N EASEMENT 2~ 1,OG~ 15+ ~~0 t+l .-=rte IR _ SN
W
'Q~ G k Q1~ _ _ - - " - ~ MAIN _ - DIP FORCE -
, ~ ~ + Nf-W_ ~4_-__---- - _
12 MASTER BUILDERS s E SILT FENCE - ~ s _ _
s~ AND REALTY COMPANY -
E ~E~
~G S SILT FENCE
g JP~ P~0
G~.
~8 ~
G
130
120
120 INSTALL CLAS I RIP RAP INS ALL TEMPORAR NET LINER W/SEED
WITH FlLTER F ERIC INSTALL C ASS I RIP RAP INS LL TEMPORAR MIN. 18" THIC ENTIRE EXISTI G PROFIL AND MULCH E
WITH FIL FABRIC NET LINER W/SEED WIDTH DENUD AREA i- ~ ~ ~ ~
MIN. 18" ICK ENTIRE AND MULCH ~ ~ WIDTH DE ED AREA ~ ~ ~ ~
~
\ ~ r
CO NECT TO EXIS G 12" FORCE AIN
12" x 12" TEE 12' GATE VALVE 110
110 3.5' MIN.
COVER '
NEW 24" DIP FORCE M
AI 24" 11 1/4' BEND
W/BLOCKIN
DATUA! ELEV 105.00 24" 45' BEND
W/BLOCKING 24" 2 1 /2' BEND 24" 11 /4' BEND
~ W BL CKING 24 11 i/4' BEND W BL KING ~ / W BLOCKING /
100
100
10 00
_ 90
so
I
+ 0 14+00 15+00 16+00 17+00 18~ 18+00 19+00 20+00 21+00 22+00 23+00 24+00
10+00 11+00 12+00 13 0
n w
REVISION INFORMATION DHAWIN(i INI-UKMA I IUN
NEUSE RIVER JOHNSTON COUNTY rAUc
FN u m Description Date Init Init Date r tisso ~ NEUSE PARALLEL
1 Per CG&L Comments 01102 CEC Drawn B NJJ 04/01 SEAL ~ 24" FORCE MAIN
PARALLEL Department of Public Utilities C_4
2 Easement Acquisition 05/02 ICH Checked B ALB 04/01 ~ °~,5.,9 STA. 10+00 TO 24+00
FORCE MAIN P.O. Box 2263
Approved B TGB 04/01 ~EEe.$ SCALE: 1-I_cFr.1"=50' Veit. I"=S' S'.'°z Smithfield, NC 27577 ~ of

+J 1
~ ~ (j ~ \
~ ~ , ~ ~ -
cy ~ i;!
~ ,
~ '
~J ~I
W
L.1.
V!
W DROP INLET
~ PROTECTION
m 16" 45' BEND e o0 8 + 46
W/BLOCKING 16" 90' BEND W/BLOCKING SSMH
NCGS "SMITHFIELD ELEV. NGVD 29 =140.046' DROP INLET ~ ) ROP INLET PROTECTION
16" 45' BEND PROTECTION
W/BLOCKING e~oo i\ e~oo SSMH (P~-----..._ F ss ss ss RON STREET
~ ~ N FRONT STREET I NEW 16 DIP FORCE MAI STREET s
I j
i
EE INSET FOR CONNECTIONS II j ~ ~I 1 1 8+74
I ~ i6" COMBINATION AIR RELEASE do I ~ ~ VACUUN VALVE IN MANHOLE
~ TOWN OF SMITHFIELD i 30' PROP i ~I W 'OSED i ~ 1 ROX. TOP/ BANK W
EASEMENT SED " ; ~ APP ~
10" i6 45' BEND ~ SS1NG ~,p1N W/BLOCKING EXIST. 2U EASEMEN ~ ~ ~ 1 ~ ~ ~ I ~ ~
! Ex~FORCE ~ ~ ~ o .1. o ~ I
~ 4 ~ h h ~ ~
. ~ EXIST„24~ S$,,_O~TFALL ~INE ~ E 16" x 6" TEE . REMOVE do REPLACE I- ~ CUT, PHALr WALKING W . , EXlsr. As Y TOWN OF SMITHFIELD
IS~~G 6MpIN 11.j FEN N Sr~NC Ew - ~ EXFORG>r 5 ~ SgMN,I S SgNi i6" O.I.P. F - \ • ,L, TRAIL ~
1.p, 6 H NE 40 MFR rgRr Rcp /M EXIST,ASPHALT WALKING TRAIL WCI 125. OUTF 1 " TOP pF • J , s+an APPROX. Q - \ TOE ~ SLOPE ~ CUT, REMOVE & REPLACE
ZOP q(~ 6 GATE VALV BANK • J _ EXIST. ASPHALT WALKING ~.,,r . \ ~
10" x 16" INCREASER E EXIST. TIMBER BRIDGE ~ TRAIL )GE
EXIST, SS EXIST 10" C.I. F/M TOP MH 9 9+71 ~ " 16" 90' BEND
Lss-~~~- 125.40' 16' 16 90' BEND - W BLOCKING W BLOCKING /
10" GATE VALVE W~ ~ f-EXIST, " / n„~_-_
24 RCP SS _ ~ . SSP 123.45
ss - ss ss - ss 16" Gq ~ Vq '-------~4.9UTFAu c-us.9:__ ssuH W fy '----jOP 120.25
E)~T.6" .I lVE S D .P F/M 16" x i6" CUT, REMOVE & REPLACE ~ ~ ~ ~
TEE 6" 45~ BEND ALT WALKING - ~ ~ - ~ ~ ~ ~2~ "SS p EXIST. ASPH ~ ~ ~ ~.F,~~ ~ ~1TFq~L -
6" GATE VALVE S 2 EA TRAIL ~ m ~ ~ EXlsn_a ~ 1- ss ~ SLIT FENCE NG 8" FORCE~~~--_
(Y ' ~ ~ MAIN W • ~ ~ TIN 12"x16" TEE
~ 13 + 73 ~ ~ • CU JNfi EACH 16" & 12" GATE VALVES
NOT TO SCALE ~ ~ 16" 90' BEND ` .
W W/BLOCKING ~ ~T~P OF cn ~ . BgA,k
~ ~
W d Z
- -1 11 ~ ~ _ -
140
140
MARKET 571~2EF_T
COMBINATION AI RELEASE AND
i VACUUM VALVE W/MANHOLE
~ _
PR u S11N~ _ 16" 90' BEND RIDGE ~ EXIST. NEUSE RNER
EX~ H W/BLOCKING
r -
130

130
M ~ _ ~ ~ /
1" 1 "MIN.
/ SE A SE ARATION
/
- ~ 12" MIN. 12" MIN. EPARATIO
SEPARATI
120

3.5' MIN.
~ ~ 16" 45' END 16" 22 1/2 BEN COVER
W/BLOC ING 16" 45' BEND W/BLOCKIN r r
CONNE T TO EXISTING W/ LOCKING ' ~ .
10" F RCE MAIN
MIN. 12"
SEE I SET 10" x 16" REDUCER SEPARATIO
10" G VALVE
16 90' BEND 110 W/BLO KING CONNECT EXISTING
110 12" FOR E MAIN W/12"x16' TEE AND
1 EA. 16 & 12 GATE VALVES ,-j
16" x 6" TEE 6 GATE VALVE ,i
J
~~z7
9+00 10+00 i1+00 12+00 13+00 ~ 8+00
5+00 6+00 7+00 1+00 2+00 3+00 4+00 0+00
4 ~
e -

ORMATION WIN~i INF DRA NATION N INFOR REVIS 0
1 ~vvvr~ . r.
Init Init Date % oC~O~!FRONT STREET Num Description Date ESS 1 Per CG&L Comments 01102 EC Drawn B NJJ 4/01 = Qe$EA`'~ _ 16" FORCE MAIN
PARALLEL Department of Public Utilities w
2 Easement Acquisition 05/02 C H Checked B ALB 04/01 0 9 STA. 0+00 TO 13+72 FORCE MAIN P.O. Box 2263
eooec~ Approved B TGB 04/01 G'~ Smithfield, NC 27577
. ~A LE
SCALE: Hor. V=50' Vert. 1"=5' S~Zi~oL

i i'
i' /
~ ' /
GF, FED
5~~~ i' i'
i' i•
02 ~ N i ~
NS
~ kZ
c~+ O cn O o `a N
a0 ~ ~ ~ ~ .
• 0~
E~a~_..,.._ 2G - - _ - • . LPN ~~E r 2ti G~,t~ _ . gF.~ , Q6R PS Z~ ~,0 - _ . - ~
• 12 20 ~ ~ ~g
~ tik O~OG EO R~~G ' ~ - - - - . 1~. • ' K OF RIVER
~ ~ OQ05G~,F.P ~ FFER o RIPARIAN BU , gE~ ~ SILT FENCE
/ G~' ------ti~~`M PR g0 ~ F~"a ~
R i " GE _ ~ 1~ ~ _ _ p~ 1 p~1a ~ f-( _ 2 ~~p
~2 p~ - X11 ,~,r'-r
G ~ G • ~ 1~ G - ..r
1~ 1 1a 10' TEMPORA ~'1 CONSTRUCTION EASEMENT 5f _ ~o+oo ~E
_ NCR
~ ~ - ' ~ - - - - IN _
~ G _ _ - Ok0 ~ Qp~~ - „ ,FORCE _MA - 24 plF _ _
, ~ - - a s NE -
,z E MASTER BUILDERS SILT FENCE - rr - r _ - - " a
S AND REALTY COMPANY - 'YY`~
~~ti
G S~ SILT FENCE 1 QP~~~
~ " ~P JP~~
$ ao P
G,1.
8 \a
G
1
130
120
INS ALL TEMPORAR
120 INSTALL CLAS I RIP RAP NET LINER W/SEED AN MULCH
WITH FILTER F ERIC EXISTI G PROFILE ~ ~ - -
INSTALL C ASS I RIP RAP INS LL TEMPORAR MIN. 18" THI ENTIRE WITH FILT FABRIC WIDTH DENUD AREA ~ ~
' I TI NET LINER W/SEED ~ MIN, 18' CK EN RE AND MULCH ~ ~ ~ ~
WI E U ED AREA ~ 1 ~ OTHD r
r
CO NECT TO EXIST G 12" FORCE AIN 110
12" x 12" TEE
12' GATE VALVE 110 3.5' MIN.
COVER (TYP.)
NEW 24" DIP FORCE MAI
24" 11 1/4' BEND W/BLOCKIN i
DA1'UAf ELEV 105.00 24" 45' BEND
W/BLOCKING 24" 2 1/2' BEND 24 11 1/4' BEND 24" 11 /4' BEND
~ ~ W/BL CKING W BLOCKING W/BLO KING
_ 100
100
10 00
90
90
15+00 16+00 17+00 18+00 20+00 21+00 22+00 23+00 24+00 8+00 19+00
11+00 12+00 13+00 14+00 10+00
- T~,.,, 111 IA 1['1TP1A 1 nr11 IA ITV
REVISION INFORMATION DRAWING INruKMA iuv~Cy
NEUSE RIVER JUNIvO 1 UN ~vu1141 T
Num Description Date Inir Init Date NEUSE PARALLEL
1 Per CG&L Comments 01102 CEC Drawn B NJJ 04/01 ~ Q~seaL~ = 24 FORCE MAIN PARALLEL Department of Public Utilities ~
P.O. Box 2263
STA. 10+00 TO 24+00 2 Easement Acquisition 05102 ICH Checked B ALB 04/01 1/ 0G'9,~', fill,
w FORCE MAIN Smithfield, NC 27577 0'
Approved B TGQ 04/01 '.~Qq t F S
- - it

~ w
W
D' I-
w
~ DROP INLET p PROTECTION
NCGS "SMITHFIELD m 16" 45' BEND e+ao 8 + ~ ELEV. (NGVD 29)=140.046' e~oo 8 + 46
W/BLOCKING ' 4 ' ~ ROP INLET DROP INLET 16" 90 ~ 16" 45' BEND 16" 90' BEND W/BLOCKING
~ PROTECTION W/BLOB W/BLOCKING PROTECTION SSMH
~ ~
swo e+ao a
NEW 16' DIP FORCE MAIN FRONT STREET SSMH SS SS FRON
' SEE INSET FOR CONNECTIONS ss srREET s
1I
I TOWN OF SMITHFIELD ~ 8+7 ~ 1" ~ 8 + 74
~ I i 6 CC j 16" COMBINATI ON AIR RELEASE do
~0" i6" 45' BEND ~ VACUM T1NG 1N 30' P • . Exl pRCE ~ ~ W/BLOCKING EASE ROPOSED ' j ~ VACUUN VALVE IN MANHOLE ~ ~
.1. F ~ MENT ~ . ~ ~ APF t APPROX. TOP BANK W ~ / W
i t~ ~ ~ ~ EXIST. 20' i ss \ EASEMEN ~ ~ ~ i i ~ I i ~
t ~ „ ~ o i i ~ i
SZING 6 N Z FENCE Fk~sr 16" x 6" ° ~ i Ex1 E ~ 51L N iN TEE h ~ i t
1,P, FORC 6x SSMC S SgC24, EXIST~4~~Ol~FALI INE ! SH VE 0 FWF NlT R EW 1 „ ~ ss I i W1 1254 R Q'9RY Cp 6 O.I.P. _~ss . CUT, REMOVE & REPLACE ~
SOP ~lFgC F/M \ . ~ ,l i EXIST. ASPHALT WALKING W ~l, TRAIL Y
i ~ 16" G EXIST_ASPHALT WALKING TRAIL ApF 10" x 16" INCREASER A ~ VANE TOP OF ~ - • • , \ ' ~ ~ ~&+.an ~PROX, ~ TOWN OF SMITHFIELD TpE ~ S` Q
a BANK ~ ~ OpE ~
EXIST i0" C.I. F M EXIST `~"c / T SSMH EXIST. TIMBER BRIDGE ss ss - ss - OP 12 . • = ~ ~ CUT, REMOVE do REPLACE • PHALT WALKING EXIST. AS
5'40' 9 + 71 10" GATE VALVE ~ ~ ~ TRAIL
16" 90' BEND ~ 13+52 i" 90' BEND ~ _
~~~EX1ST. 24„ W/BLOCKING j RCP SS /BLOCKING 16" 90' BEND _ ~ ss - '--10. W/BLOCKING
I ~--'s~-ss-ss 16" G "'~.ss - _
E)~ ATE ' ST. 6 D.I,P. F/M i „ VALVE 6 z i6" 1E - ~ 1 '
E 1 ~ ~ - --~,9(!jF 123.45 W ~lL t~or~•us.~-- SSMH
6" GATE VALVE 6' 45~BEN OS ~ EA. CUT REMcwt & REPLACE ~ - - , D ~ c~rl~ono-u z
EXIST. ASF~ tALT WALK NG ~ ~ ~ ~ _ TRNL ~ - ~ ~ ~2~4"SS 0
m ~ ~ -atm., ~ ~1TFq~u - -`~EL ~
NOT TO SCALE ~ ~ SILT FENCE ~ EX1S11NG 8` ss , W ' • ~ FORCE ~N~'-
~ 13 + 73 ~ ~ CUT IN 12"x16" TEE
~ 16" 90' BEND ~~Y(/1 EACH i6" & 12" GATE VALVES
W W/BLOCKING ~ ' ~ P ~ ~~pOF
~ ~ ~ eqN W k
2 ~
_ _----~----_11 r
i
140
140
MARKET STREET
COMBINATION AI RELEASE AND
i ° ~ ° VACUUM VALVE W/MANHOLE
PR 90' BEND
IST~N~ i 16" 90' BEND EX W/BLOCKING 3LOCKING
~ . i f.. EXIST. NEUSE RNER RIDGE
130 ~
~ ~

130
1 "MIN. SE ARATION IN. TION
- ~
12" MIN.
SEPARATI 12" MIN. EPARAl10N

i~ 0

120
16" 45' BEND CONNE T TO EXISTING 16" 45' END i6" 22 1/2 RENO
10" F RCE MAIN W/ LOCKING W/BLOC ING W/BLOCKIN i" 22 1/2 BEN 3.5' MIN. ~/BLOCKIN COVER
SEE I SET 10" x 16" REDUCER .
10" G VALVE MIN. 12"
110 SEPARATIO
16 90' BEND 110
W/BLO KING CONNECT EXISTING 12" FUR E MAIN
W/12"x16 TEE AND
16" x 6" TEE 6 GATE VALVE 1 EA. 16 & 12 GATE VALVES
A
0+00 1+00 2+00 3+00
4+00 5+00 6+00 7+00
8+00 9+00 10+00 11+00 1 2+00 13+00
REVISI ON INFOR NATION DRAWIN
G NFORMA TION
N u m Descri , Lion Date In~t P c
_ Init n~tP ~H _ nic AI~I I[~I'- nip ir-n I~'1L1AIC~T~1A1 f~~11 ir?i'r~i nnnr-
IVCUJC RIVCK %J%-J1 iivv i vIV VVUIV I Y I rr'?uc
1 Per CG&L Comments 01102 UA awn B NJJ 4/01 ~ FRONT STREET I I 2 Easement Acquisition 05/02 eeaL _ 16 FORCE MAIN
ecked B ALB 04/01 a o ss - STA. 0+00 TO 13+72 PARALLEL Department of Public Utilities C-3
roved B TGB 0 4/01 'BF ALE: Hor. 1".50' Vert. 1"-5' LEE "0 FORCE MAIN P.O. Box 2263
51z11oz Smithfield, NC 27577 af$

i
/ ~ / / ~ ~ ~ ' ' ~ i i
I / GR F~,a i' i
i' i
s1~~ i
i' i'
o~ 2 ~ 0 i ' In ~1
~ C~
Nti
k2 ~or~
ao ~n ~ ~
~ •g~' 2 oy ~ ~ ~
-~E Oaf ~ ~2 OG- _ , ORN~' ~ ORS P`'~'~ ~ OG~ - -
' .12 20 P'C1 ~ ~ I0~ ~ - ~ 6 _ .O Y ~
. RIVER
_ ~ _ ~ - . _ • - BANK o1 -
/ GR PROPO G~ - ° RIPARIAN BUFFER ~p E r''- ~ ~ 0 SILT FENCE
,i' 1~y, - i GER - _
1`~ (G00 _ - 2 g~~
i 12 5 12 - - - _ ~I ~
~ - - f
1 G i 10 MPORA ~ 1 G~11~ CONSTRUCTION EASEMENT 15~ 2 01,0 ~ 1~ 0 '
, ~ ~1+1~ _ NCR
S _ V~•
~G - k Q\ _ - - - - - - „ MAIN - - DIP F4R_C_E
a ~ NEW 24-------- _
" s 12 E MASTER BUILDERS c ~ SILT FEN E s _ - -
S AND REALTY COMPANY ~~;~(Y - i -
E~
G 5~ SILT FENCE ~ QQ1N~ E
~ " qP P1,~ g ~0 ~
P
J•
8 G. ~ 1~
G~
i
i
i
130
i
120 INSTALL CLAS I RIP RAP INS ALL TEMPORAR 120 NET LINER W/SEED
WITH FILTER F BRIC EXISTI G PROFILE AND MULCH
INSTALL C ASS I RIP RAP INS LL TEMPORAR MIN. 18" THIC ENTIRE WITH FIL FABRIC NET LINER W SEED 1MDTH DENUD AREA ~ ~ ~ ? ~
MIN. 18" ICK ENTIRE / i ~ ~
WIDTH DE ED AREA AND MULCH ~ ~ ~ ~ ' ~
r
d 1 CO NECT TO EXIST G 12" FORCE AIN
12' x 12" TEE 110
12' GATE VALVE 3.5' MIN. 110
COVER
NEW 24" DIP FORCE MAI
24' 11 1/4' BEND
W/BLOCKIN
DATUM ELEV
105.00 24" 45' BEND W/BLOCKING 24" 2 1/2' BEND 24 11 1/4' BEND 24" 11 /4' BEND
~ ~ W/BL CKING W BLOCKING W/BL KING
M r' i
100
100 I
10 00 i
6 I i
I
X90
90
18+00 19+00 20+00 21+00 22+00 23+00 24+00
14+00 15+00 16+00 17+00 18 10+00 11+00 12+00 13+00
REVISION INFORMATION DRAWING INFORMATION ,yam uupNum Description Date Init Init Date
NEUSE RIVER JOHNSTON COUNTY PAGE
NEUSE PARALLEL
1 Per CG&L Comments 01102 CEC Drawn B N J J 04/01 6~L~ 24" FORCE MAIN PARALLEL Department of Public Utilities C_4
JCH Checked B ALB 04/01 ° 599 ' STA. 10+00 TO 24+00
2 Easement Ac uisition 05/02 FORCE MAIN P.O. Box 2263
A roved B TGB 04/01 LEEe , Smithfield, NC 27577 of 8
~ U AI F. Hnr 1" - ;0' Vert.

I- ~ W
W .
I-
w DROP INLET
C9 p PROTECTION
NCGS "SMITHFlELD m 16" 45' BEND eloo 8 + 46
ELEV. (NGVD 29)=140.046' W/BLOCKING 16" 90' BEND
' 16" 45' BEND ROP INLET DROP INLET ~ W BLOCKING PROTECTION PROTECTION W/BLOCKING SSMH
~ /
~ Iwo e+ao e+ao
~.oo goo ' ' NEW 16 DIP FORCE MAIN FRONT STREET SSMH SS STREET ss SS FRON STREET
EE INSET FOR CONNECTIONS s
1~ TOWN OF SMITHFlELD I~ I i 8+74
I 16" COMBINATION AIR RELEASE do
4 p 16" 45' BEND 30' PROP ~ ' ' ~ SS ~ VACUUN VALVE IN MANHOLE ~ ~ 8~ ~ OSED ' ~ i OP BANK W
15SING ,Mp1N W BLOCKING ~SEME OSED ~ EX ORCE / NT - ~ f ~ , i APPROX. T / W
ss j ss EXIST. 20' EASEMEN ~ ~ ~ ~
iss o ; ~ ! ~ i ~ o~ ~ ~ o I I
~ °~I 6" Nc6 fk " " ~ ~ ~
EX15Z1NGE MpiN 511.5 FE ~Sp~ 16 x 6 TEE ORC SSMH Hp EXIST„Zg~ S$,_p~FALL ylSINE ' i PLACE I I CUT, REMOVE ~ RE
i I,P• F EX• N1 S SgNi 24" E vE ~YF t R Wig" ss . ' w11N 12540 R o~ey Cp D.Lp• F/M ' Ss . ``lam ~ EXIST. ASPHALT WALKING W \ ' ,l, TRAIL Y ~ TOWN OF SMITHFIELD
TOP ~Fq XI 16" E ST'ASPHAIi WALKING TRAIL
~ 10" x 16" INCREASER GAS VALVE TOP OF BANK ~1 . ~ E /SLOPE ~ \ ~ • ` CUT, REMOVE do REPLACE
EXIS I T, TIMBER BRIDGE EXIST 10" C.I, F/M L SSMN EX S .~'i roP ?GE EXIST. ASPHALT WALKING
ss-~- 125.4 9 0' ' ~ TRAIL 9+71 13+52
10" GATE VALVE 16' 16" 90' BEND ~
~ W~ iEX1ST, 24^ R W BL IN mss _ _ i6" 90' BEND / OCK G ~ ~ W/BLOCKING
CP SS S ~ss
~-ss-ss-ss i6" Gq E>~ ~ V ST. 6 D.I,P. F/M 16" AIVE ~ • SS i ~ SSMH
x16"iEE W SSMH ~ __IoP ~2o.2s
6" 45. 6" GATE VALVE BENDS 2 REMOVE & REPLACE ~ ~ ~ ~ cfiboroo-u ' CUT, EXIST. ASPHALT WALKING ~ ~ • ~ ~ z~''--_
EA. TRAIL m ~ -~k~~_ ~-O~11T_gL1
EXISIIN~ ~-'1 _ ~ ~ ~ ~ SLIT FENCE G 8 F _
NOT TO SCALE ~ ~ ~ • • ~ CUT IN 12"x16" TEE ~ ~ ~ 13 + 73 ~yy/1 EACH 16" & 12" GATE VALVES
16" 90' BEND W W/BLOCKING ~ • ~rOP
i ~ ~Op 8q
~ ~ ~ Nk W
Z ~
- - - I n~~

140
140
MARKET STREET
COMBINATION AI RELEASE AND
VACUUM VALVE W/MANHOLE
R INS P 1s" 16" 90' BEND
EXIST w/I W/BLOCKING EY,IS1. NEUSE RNER RIDGE
r-
130
130
/ 1"M 1 "MIN.
SE ARA SE ARAl10N
12" MIN. 12" MIN.
SEPARATI EPARATION
I

~ 120
i6" 45' BEND i6" 45' END 1, 3.5' MIN. 16" 22 1/2 BEN COVER
CONNE T TO EXISTING W/BLOC ING W/BLOCKIN
10" F RCE MAIN W/ LOCKING V r ~.M
SEE I SET 10" x 16" REDUCER
10" G VALVE MIN. 12" ~EPARAl10
110
16 90' BEND 110 W/BLO KING CONNECT EXISTING
12" FOR E MAIN W/12"x16 lEE AND
1 EA. 16 do 12 GATE VALVES
16" x 6" TEE 6 GATE VALVE
0+00 1+00 2+00 3+00 4+00 5+00 6+00 i+00 8+00
8+00 9+00 10+00 11+00 12+00 13+0 0
REVISION INFORMATION DRAWING INFORMATION
Nllm ~P~rrintinn fla>`p Inif In~~ ~~fo .,~~~ca~A.%
IYL. VVL 1\1 V L11
1 Per CG&L Comments 01102 EC Drawn B NJJ 4/01 6RONO
SEAL RCE MAIN 2 Easement Acquisition 05/02 CH Checked B ALB 04/01 = 0 9 STA. 0+00 TO 13+72 PARALLEL Department of Public Utilities C~3
Approved B TGB 04/01 '••.,2y GINE FORCE MAIN 1 I UVII P.O. Box 2263 Smithfield, NC 27577 of 8
% ',~q LEE 0. .
SCALE: Hor. 1"=50' Vert. 1"=5' fill"' slz1loz
ENKNow-

~ _ _ - /

G~ ~ /
i~ ~ ` 5\\~ / ,
1 ~
02
,n V,
i . NS
k2 ~not^
as ~ _ . i~ ~O
~ ~ ~ (l ~
' 12 g o PE 6P 2h ~~p . . ~
G ~ y\~ ~I ~ _ _ ~ - d
' ~c11 p5~.o PR\~
ROP G~- ~ _ _ • ~ .RIVER BANK OF R
' ~ F~`aG P 0 - _ RIPARIAN BUFFE ~a , 0~ k ~ SILT FENCE
~ ' 1 p - Q - , f ~ ,
/ Z ~G~R „ ~ _ P ~ - ~ ~,~~a - i ~~o v+l
-I E
' 10' MPORA ~ 11 G
CONSTRUCTION EASEMENT ~ 2k ~Op~
5+ ~ 10 - ~o+oo ~E NCR
, S
Ok QP\a - - - GE MAIN pif FOR__------
8 " + NEW_ 24__--- -
~2 MASTER BUILDERS i _ S\,E SILT FENCE _ ff- - - a
AND REALTY CQMPANY - -
SSE
\aG SILT FENCE PPP JE I ~ ~P~
Pao

8 G. \a ~U
i
130
1
120 INSTALL CLAS I RIP RAP INS ALL TEMPORAR 120 NET LINER W/SEED
4NTH FILTER F ERIC INSTALL C ASS I RIP RAP MIN. i8" THIC ENi1RE EXISTI G PROFILE AND MULCH
WITH FIL FABRIC INS LL TEMPORAR WIDTH DENUD AREA i- ~ ~ MIN. 18" ICK ENTIRE NET LINER W/SEED i \
WIDTH DE ED AREA AND MULCH ~ . _ r ~ ~ ~ s
1 ~ ~ ~ ~
~ / r
a
CO NECT TO EXIS1 G 12" FORCE AIN 12' x 12" TEE
110
110 12' GATE VALVE 'I 3.5' MIN. ~ COVER
~m'~)
NEW 24" DIP FORCE MAI
24" 11 1/4' BEND
DATUA! ELEV W/BLOCKIN
105.00 24" 45' BEND
W/BLOCKING 24" 2 1 /2' BEND ~ W BL CKING 24 it i/4' BEND 24" 11 /4' BEND
~ / W BLOCKING W/BL KING M
100 100
10 00
90
90
11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 10+00 +00 19+00 20+00 21+00 22+00 23+00 24+00
nr\ii~lnnl InlrnnKn n -rlnr`I nn n 1.ilnl~ inirnnr,n n -rln~l
ML v13 1u iv IIVrUYCI'IH I IVIV un,vVV iivu ivrU ttriH i iU IN
Num Description Date Init Init Date o~ c NEUSE PARALLEL NEUSE RIVER JOHNSTON COUNTY PAUL
,N
1 Per G&L Comments 01102 ICEC Drawn B NJJ 04/01 ~ aS~i"~ = 24" FORCE MAIN PARALLEL Department of Public Utilities C-4
2 Easement Acquisition 05/02 JFH Checked B ALB 04/01 ~ ° 59' STA. 10+00 TO 24+00
FORCE MAIN P.O. Box 2263 Smithfield, NC 27577 _ of 8
A roved B TGB 04/01 c,r~ ~A LEE 0
I SCALE: Hor.1"=50' Vert~1"=5' sz'°~.

~°a W
F- (n
W ~ DROP INLET
p PROTECTION
" ~ NCGS SMITHFlELD m' i6" 45' BEND e elao 8 + 46
ELEV. (NGVD 29)=140.046' W BLOCKING ROP INLET / 16" 90' BEND
16" 45' BEND DROP INLE1 ~ W/BLOCKING PROTECTION PROTECTION W/BLOCKING SSMH
~ ~ ' vwo e+ao e+ao
srao ewo n1Ew 1s DiP FORCE MaiN FRONT STREET STREET' SS SS FRO
SEE INSET FOR CONNECTIONS ss --.N STREET
Ii TOWN OF SMITHFlELD Ii
~ 8+74 i 16" COMBINATION AIR RELEASE &
I 10" i6" 45' BEND I I ~ VACUUN VALVE IN ~ MANHOLE
TING N 30' P • , EX~ ~RCE M~ W/BLOCKING EASE ROPOSED ' •I• F , ~ MENT . ~ ED ' j I- . I ~ APPROX. TOP/ BANK W
~ ~ ~ ~ Exl ~ , , W ~ ~
i ss \ ST. 20' EASEMEN ~ ~ ~ o I ~ ~ o ~ i ~
6" NCE F " o ~ Ex~S~1NG ?J~N 511.1 FE kISnN 16 x 6" TEE ~ ~ o ~ i h ~ i
FORCE SSM j S S G ? ~ EXIST ,1.P• EX• N ~ ~ 4 --24~$,~O~TFALL INE i ~ CUT, REMOVE do REPLACE
N VE p ~'F ~r R EW " ~ ss I WO 125 4 R ogRy Cp 16 D.I.P - ~ ~ i EXIST. ASPHALT WALKING W
~ 16" EXIST_ASPHALT WALKING TRAIL ~ ~ ~ ~l` TRAIL Y •:,~.q, APPR rr TOWN OF SMITHFIELD
10" x 16" INCREASER GAS VANE TOP OF • _ ' • ~ _ ~ , • ~ BANK J \ OX: TOE ~ S Q v IOPE ~
EXIST 10" C.I. F/M EXIST, • • • . _ ~ ~ ~ _ CUT, REMOVE ~ REPLACE
i ~ ~ ~ e ~ _ r SSMH EXIST. TIMBER BRIDGE C~ OP 12 , EXIST. ASPhIALT WALKING ~ TRAIL
10" GAT 5.40 E VALVE 9 + ~ i6" 9f 9+71 ~ 13+52 i6" 90' BEND \
~ ~-Exlsr w/BLC . 24" RCP SS W/BLOCKING ss 16" 90' BEND
W/BLOCKING
~~~---ss-ss i6" G E~ A1E ST. 6 D.I.P. F/M 16" VALVE '~ss~ I _ ~ ~ ~ ~ SSMH
x16"rE E W - AlL c~'Doroe-us,~_ ssMH
6" GATE VALVE 6" 45'BE NDS 2 EA. ~ oP X20. CUT, REMOVE & REPLACE ~ ss ~ I 25
EX1ST. ASPHALT WALKING ~ ~ ~ . ~ crFOV~uz@~_
TRAIL ~ ~ ~ ~ SS ~ ~ ~ -~0 i'F
g SILT FENCE ~ EXISTIN~'~'.='-~ ~ ~ ~ ~s
NOT TO SCALE W ~ 8 FORCE
13 + 73-~ ~ CUT IN 12"x16" TEE ~ 16" 90' BEND JN,/\EACH 16" & 12" GATE VALVES
W W/BLOCKING ~ . , r
~ ~ ~ ~p OF ~ \ BgNk
W Z ~
_ _--1-
>1 t~
-r-
' e
140
140
MARKET STREET
COMBINATION AI RELEASE AND
~ . VACUUM VALVE W/MANHOLE
G pR
ISTIN 1s" sa• EX ~ W/BLOC i6" 90' BEND W/BLOCKING EXIST. NEUSE RNER t RIDGE
~ . r
130 ~
130
1 "MIN. SE ARATION, 1 "MIN. SE ARAl10N
12" MIN.
SEPARATI 12" MIN. EPARATIO
~ y
I~
I~ ~
i6" 45' BEND 16" 45' END 120
CONNE T TO EXISTING 16" 2 10" F RCE MAIN W/ LOCKING W/BLOC ING 16" 22 1/2 BEN 3.5' MIN,
W/BLf W/BLOCKIN COVER
SEE I SET 10" x 16" REDUCER
10" VALVE
110 MIN. 12" SEPARATIO
16 90' BEND 1 10
W/BLO KING CONNECT J EXISTING
W1~""FOR E MAIN / 2x16 TEE AND
1 EA. 16 do 12 GATE VALVES
16" x 6" TEE 6 GATE VALVE
0+00 1+00 2+00 3+00 • 4+00 5+00 6+00 7+00
8+00 8+00 9+00 10+00 11+00 1 2+00 13+00
REVISION NFORMATION
DRAWING INFO RMATION
,,,~~~s,a~,~,,, Num DeS~ri Lion
p Date Init ~?,I~ n~~~ ~~r®Aw A 11"' 1 1 f1 ~ n~~ ~ r'1 L I A 1 T~1 A I ~1 X11 ~ ~ ~ -r~ i n e w
1 Per CG&L Comments 01102 FRONT STREET IVtUJt KIVCK %j%.jnimo i viv I,VUIV I Y rHVt
EE Drawn B NJJ 4/01 16" FORCE MAIN
2 Easement Acquisition 05/02 Checked B ALB 04/01 osss"` PARALLEL Department of Public Utilities C~3
STA. 0+00 TO 13+72
A roved B TGB 04/01 ~IN- •PO`;;,~'~ Pre
•,,~A LEE FORCE MAIN P.O. Box 2263
SCALE: Hor.1"=50' Vert. 1"=5' l^l%, "'°5lziloz Smithfield, NC 27577 of 8

i ~ .
i . \ i G~
F~a
5\~~ 1
oa ~
n ~ y
N ~<i
kZ ~o~
p ~
~0 0E o ~ n ~
u,
.0~~ 6R P`' A OG - i2 O eq~1 ~ 2 Igo - _ . 6 ,O Y - ~
i i ' • ~ RAG 5E0 R\t'G - • _ . o CEP - . • ' ' ~ RIVER ' BANK OF
~ G~ QR°PO G RIPARIAN BUFFER ~p ~ ~ ~ 0~- ~ SILT FENCE
1 ~ G
~ GAR 1`~ Op 0 1 1t~ 2~ pG'~ 0~
i • 1ti 5 12
1ti ,1~ 1 G 10' MPORA ~ 1 G,~\C\ 6 ~
CONSTRUCTION EASEMENT 15+ ~ 0~p ~i ` ~0+00 LE _ - N1R - _ S
~ , - W .
p~ G _ - - - - ~ MAIN -
8 DIP FORCE - _ NEW_ 24_---_-_-_ -
" + 12 ~E MASTER BUILDERS SILT FENCE - ~ - SSE - s _ -
AND REALTY COMPANY _ - -
_ " - r
RAE
G S~ SILT FENCE
1 pP\a~, ~ " '(P P1~ g a0 ~
P
" G~. 8
0~ G
130
i
c
120
120 INSTALL CLAS I RIP RAP INS ALL TEMPORAR NET LINER W/SEED
WITH FILTER F BRIC EXISTI G P AND MUICN ROFiLE
INSTALL C ASS I RIP RAP INS LL TEMPORAR MIN. 18" THIC ENTIRE WITH FIL FABRIC NET LINER W SEED WIDTH DENUD AREA i-- ~
MIN. 18" ICK ENTIRE / .i ~ ~
WIDTH DE U ED AREA AND MULCH ' ~
r - ~ _
r
I CO NECT TO EXIST G 12" FORCE AIN
12' x 12" TEE 110
12' GATE VALVE 110 3.5' MIN.
COVER
(TYP.)
NEW 24" DIP FORCE MAI 24" 11 1/4' BEND
W/BLOCKIN
DATUM ELEV
105.00 24" 45' BEND W/BLOCKING 24" 2 1/2' BEND 24 11 1/4' BEND 24" 11 /4' BEND
~ ~ W/BL CKING W BLOCKING W/BL KING
M
100
100
10 00
90
90
i 18+00 19+00 20+00 21+00 22+00 23+00 24+00
13+00 14+00 15+00 16+00 17+00 18+00 10+00 11+00 12+00
_ nnnr
REVISION INFORMATION DRAWING INFORMATION Will
NEUSE RIVER JOHNSTON COUNTY rHVc
Num Description Date Init Init Date ~ NEUSE PARALLEL
1 Per CG&L Comments 01102 CEC Drawn B NJJ 04/01 ~ 4SEAL 24" FORCE MAIN PARALLEL Department of Public Utilities C~4
P.O. Box 2263 FORCE MAIN Smithfield, r,1C 27577 _ of 8
JCH y: Checked B ALB 04/01 ~ ° 59' STA. 10+00 TO 24+00 2 Easement Ac uisition 05/02 GIN
oved B TGB 04/01 '-~Qq LEEe% ALL
SfAI F: Hur. "I°-50' Vert. 1"=5'

\ .i
~ GE Ea
~F 5\~ `
1 1 ~
o? o~ ~ ~
i ~ N v
n N~
~ kZ
~p i • to O t^ ~ too
~ _ . gE e • 0 tn~ ~ n ~
.._..._...~.._..~E a4 ~G R~,P 5E~'~' ° tit ' ~ • ~ _ i ~
.12 ~ 0 P~ EP O~pG p.. ,.O Y
~k ~pG ,~E G .
- • - - l RIVER . - • - BANK OF
~ EEC P 0 FFER RIPARIAN BU ~p
~ GAR , ~ SILT FENCE Rg
~ 12 R~pv P , I ~ ~ 1~ C~\~ 2
~~8
Gp~ GJ. 2h a0 ,2 - - ~1* p _ _ ~ - - ,1 ~ ,
' 10' MPORA G ~ r ' CONSTRUCTION EASEMENT 1 2A ~pG'~
v~~ ~R~
SN W
' 0 G 10k PP\a - - ~ ~P - , - - - ~E MAIN _ _
' ~ ~ 8 4 DIP FOR_____ - NEW
' ~E MASTER BUILDERS s , SSE SILT FENCE - ~ s _ - _ _ rr
AND REALTY COMPANY Y Y V
'~YYY~r - - ~YYY - _
~ s~~
1 Q\NG SILT FENCE ~ ~ APP P~J~ ;E
9 ~0 ~
P
j
` ^ G~.
8
G~
i 130
i
I
120
120 INSTALL CLAS I RIP RAP INS ALL TEMPORAR NET LINER W/SEED
WITH FILTER F ERIC INSTAIL C ASS I RIP RAP INS LL TEMPORAR MIN. 18" THIC ENTIRE EXISTI G PROFILE AND MULCH
WITH FIL FABRIC NET LINER W SEED IDTH DENUD AREA ~ ~ MIN. 18 ICK ENTIRE / ~ ~
WIDTH DE ED AREA AND MULCH
f ' - ~
r
CO NECT TO EXIST G 12" FORCE AIN 12' x 12" TEE
12' GATE VALVE 110
110 3.5' MIN.
COVER
NEW 24" DIP FORCE MAI
24" 11 1/4' BEND
DATUAf ELEV W/BLOCKIN
105.00 24' 45' BEND
W/BLOCKING 24" 2 1/2' BEND 24 11 1 4' BEND 24" 11 4' BEND
~ W/BL CKING / / co W BLOCKING W/BL KING M
100
10D 10 00
90 - 90
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18- 18+00 19+00 20+00 21+00 22+00 23+00 24+00
nr\ri~lnni It,lr_nnnn n Tln~l nn n ~.ilnlr I~irnn~n n -rind
I"CCVIJIVIV IIVrVI-(I'IHIIVIV U YCHVV IIVU IIVrVI'C I'IHIIVIV
pNN C~ i
Num Description Date Init init Date 01 1-,;. NEUSE PARALLEL NEUSE RIVER JOHNSTON COUNTY PACE
1 Per CG&L Comments 01102 CEC Drawn B NJJ 04/01 ~ s~,u ~ 24 FORCE MAIN PARALLEL Department of Public Utilities C_4-,
2 Easement Acquisition 05/02 JCH Checked B ALB 04/01 ~ °5,9 ' STA. 10+00 TO 24+00 P.O. Box 2263 Smithfield, NC 27577 of 8
FORCE MAIN
A roved B TGB 04/01 GI ,4A LEE 0`0•`
SCALE: Iior. 1"=50' Vert. 1"=5'

i
i
i
i
i I- ~ Iw
~ ~ 1-
L~J I DROP INLET
PROTECT IOIJ
Q' u~
(L1 16" 45' BEND eloo B + 46 NCGS "SMITHFIEI_D~_, W/BLOCKING 16" 9U' BEI e + as 16" 9U' BEND
ELEV. (NGUD 29)=140.046 ROp INLET DROP INLET W/BLOCKIN W/BLOCKING SSMH
16" 45' BEND PROTECTION PROTECTION
W/BLOCKING ~ n.oa
i i ,wo SSMH ss ss ss FRON STREET
7O0 ' °0 NEW 16' UIp FORCE MAIPJ FRONT STREET S
SEE INSET FOR CONNECTIONS II
t 8+74 1 8+74 I 16" COMBINATION AIR RELEASE do
W F MffHFIELD t 16" COMBII TON 0 S ~ . I' ~ VACUMN V ~ VACUUN VALVE IN MANHOLE ~I
30' ~ ~ ~ OSED t 16" 45' BEND ~SEMROr- ~ I ~ 07 I ~ I APPROX. TOP/ BANK W
IG j0 ENT t APPR EXISTIRCE MAIN ~ W/BLOCKING ~ _1 ~
,1. FOR ~ EXIST. 20 EASEMEN ~ ~ I ~ f- i !n
ss j ss ~ o ~ %'ss ° ~ I I
6" ENCE Fk/S 16" x 6" lEE EXIST„~4~$,5~0 FALL INE t CUl I CUT, REMOVE & P,EPLACE F-
1sT1NG MA+N ~~t F ~ TIN ~ z4 - ss i EX RCE S gSM~ S G ~ , mss , EXI~ I EXIST. ASPHALT WALKIIJG Y I TOWN OF SMITHFIELD
.1.P~ F0 ~X: vEsSC , s~yF.cN,r A R Ew 1s" D.I.P. .s J. TRA ' w1i~' X25 R o~'~Y cp F~ EXIST. ASPHALT WA ~ APP y 1RAL ~
SOP TF ~ ` LKING TRAIL t R07 A~( 16" GATE TOP OF TOE ~ SIOP ~ MOVE do REPLACE CUT, R
10" x 16" INCREASER VALVE BANK ~..I - • \ EXIST. ASPHALT WALKING
EXIST EXIST, TIMBER BRIDGE EXIST 10" C.I, F/M ~rOP SSMH " ~ TRAIL
ss-ss-ss-s 125 9 + 71 ~ •40 71 is ~
10" GATE VALVE i6" 90' BEND W/BLOCKING a 1U' BFND -~'~-~1 16" 90' BE?JD .OCKING _ W/BLOCKING
,,~EXIS i, 24" RCP SS ~,b. ~y~ •
SS SS '..."~'~w•ti„.. SSMH / ~ n P 123.15
-.~-a---a-ss_ 16" GA ~I~ 1F VAL EX~Si. / 6 D.I.P. F, M i6" X 1 " W: __~~4~~OUTf~ Au~ crsTlmro-uc.~_ ssl~N Lv - FlY ~ --_lOP 120.25
6 TEE ~ ' ~ ~ Cf1bUt1D-1-il ' CUT, REMOVE Rf.PIACE ~ ~ ss.,`~ @__,,_
6" qs 6" GATE VALVE BENDS 2 EXI51. ASPHALT WALKING ~ _ _ ~-~~~"SS O _ _
EA, TRAIL ~ ~ ~r~u _ m \ ss SILT F EXISTING g _ ~ '
~ ~ ENCE FORCE M~~'=~__ W J
NOT TO SCALE ~ 13 + 73 ~ • CUT IN 12"xl6" TEE
~ •~Wf1 EACH 16" & 12" GAZE NAIVES 16" 9U' BEND
l~ W/BLOCKING ~ ~ • • ~rOA l~ ~OF BqN
~ ~ k
W ~ Z
- ~1_L1_t~

i 140 140
MARKET STREET
COMBINATION AI Z RELEASE ANU
VACUUM VALVE W/MANHOLE
~ s ~~~`IC
LNG P ~ I6" 90' BENU EXIST _ i0' BENU
' _ W/BLOCKING 1 OCKING EXIST. NEUSE RNER RIDGE
f..

130 - - • 130
~ ,1` ! rt / .r"
/ i MIN. I.
/ SE 'ARATION ION
12" MIN. 12" MIN.
' SEPARAII(. J EPARAIION
/ 1 _ 0
120
~ I 3.5' MIN.
16" 45A END 16" 22 1/2 BEND- 16" 45' BEND " 22 1/2 BEN COVER
! CUNNE ;T TO EXISTING W/BLOCI LNG W/BLOCKIN /BLOCKIN
10" Ft RCE MAIN W/ .LOCKING
SEE IP SET 10" x 16" REDUCER-

MIN. 12" SEPARAl10
1 U"GTE` VALUE
110 1 96 0 BENU 110 W/BLO KING CONNECT EXISTING
12" FOR 'E MAIN W/12"x16' TEE AtJD
1 EA. 16 & 12 GATE VALVES
i6" x 6" lEE' 6 GAZE VALVE
0+00 1+00 2+00 3+00 4+00 S+UO 6+00 7+00 B+UO s+oo to+o0 11+oa 12+00 13+00
REVISION INFORMATION DRAWING INFORMATION)
t\ITim flnc-rrin~-inn n-, ~~n ~ni~ IIII~' fl~(fl .+++~V`~rr~n.~~~i. /1T.'~~~T
I V U I I I U C a 1 1 I I V I I V d i C V I I I V I I I v u i u I
4QSS 'I G" FORCE MAIN
%X,Opvxore~tx/~ {UIV 15 1 /o 9 ; Per CG&L Comment s 01102 L =C Drawn B : Ni) 4/01 Q ~ 1 G MAI PARALLEL Department of Public Utilities ~ C_3 I
2 Easement- Ac uisih Checked B : ALB 04/01 - o 59
05/02 q C 1--l 1372 TA. 0~t~00 T + S
-..4 oved BY: TGB 04/01 't, it too r' S~Zi~~L FORCE MAIN P.O. Box 2263
Smithfield, NC 27577 of 8
I El A r SCALE. 11or. 1 -50 Uer1. 1 -5