20020376 Ver 1_COMPLETE FILE_20020313

Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Gregory J. Thorpe;;Ph.D.
Division of Water Quality
April 25, 2002
DWQ# 02-0376
Johnston County
Johnston County - Department of Public Utilities
C/o Timothy G. Broome
P.O. Box 2263
Smithfield, NC, 27577
APPROVAL of 401 Water Quality Certification and Neuse River Buffer Rules
Dear Mr. Broome:
You have our approval, in accordance with the attached conditions, for temporary impacts to 0.239 acre of wetlands in
order to construct the Buffalo Creek and Rosewood Interceptor Rehabilitation Project in Johnston County, as you described
in your application received by the Division of Water Quality on March 13, 2002. After reviewing your application, we have
decided that this fill is covered by General Water Quality Certification Number 3374, which can be viewed on our web site at
http://h2o.enr.state.nc.us/ncwetlands . 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 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 in writing and you may be required to send us a new application for a new certification. If the
property is sold, the new owner must be given a copy of the 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.
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 Steve Mitchell or Debbie Edwards in our Raleigh Regional Office at 919-571-4700 or Cyndi
Karoly in our Central Office at 919-733-9721.
Attachments
cc: Corps of Engineers Raleigh Regulatory Field Office
Raleigh. DWQ Regional Office
Central Files
File Copy
020376
North Carolina Division of Watef Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
non -1 rJ lJ -0C /..4.-1 -11' Conl7 /S-% L.N.../IMr,.........?..>.. .... .... /.........I.....J../
Project 02-0376
Subject: Project 02-0376
Date: Fri, 19 Apr 2002 09:57:45 -0400
From: Charles Brown <char]es.brown Cncmail.net>
To: Cyndi Karoly <[e-mail]>
Cyndi,
Project 02-0376 can be issued. They will not be impacting much on this
project. Mostly slip lining of the old line.
Charles Brown
1 of 1 4/24/02 2:17 PM
MEMORANDUM
r
TO: John Dorney
Non-Discharge Branch
Regional Contact: Charles Brown
WO Supervisor: Ken Schuster
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Buffalo Creek and Rosewood Interceptor County Johnston
Project Number 02 0376 County2
Recvd From APP Region Raleigh
Received Date 3/13102 Recvd By Region
Project Type rehabilitation of sewer line
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet BE
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
12 Stream O YO N 127-42 C NSW 30,402. 0.24F- F--
NBR ?- O OO N •
1 P7ON F-- F- F-7-- F-- F- F--- (-I -
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y QQ N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y O N Recommendation: 0 Issue 0 Issue/Cond 0 Deny
Provided by Region: Latitude (ddmmss)
Longitude (ddmmss)
Comments:
This is in line pipe bursting and nd slip lining. They will bepjn around. The only question is that
they have a maintained corridor that is in place. I will conduct a site visit for this. The permit can be
issued with no other requirements.
cc: Regional Office
Central Office Page Number 1

Tria
e Check List'
g
/ /
Date
'
a y
x r R ),
? t r

To.
(?RRO , Steve Mitchell' Project Na"me
?FRO Ken Aventte DWQ Protect
Numb r d'uS3?
?W
RO ` D
b
h S
wy
t
a
e
ora
a
er Coun
y -

?WiRO
Joanne Steenhuisj S
..
?WSRO Jennifer Frye
?ARO Mike Parker
M•+iJj.1?. ... ',r . ? b,. ? L ?1 f+cYeYyF '+?+l?'C? d?C??- '-'.?4".iL ?CL di: - {
?MRO Pete Colwell
L

t
From: 4 14 ? Telephone [phone] ?d(0
The file attached is being forwarded to you for your evaluation. Please call if you need _
- - assistance.
Stream length impacted
? Stream determination.
? Wetland determination and distance to blue-line surface waters on USGW topo maps.
145vinimization/avoidance issues
? Buffer Rules (Neuse, Tar-Pamilco, Catawba', Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concerns
Comments ?-Lt1 ? ;e? Leh
A /V

1
7
69a""A#V V""dd
DEPARTMENT OF PUBLIC UTILITIES
POST OFFICE BOX 2263
SMITHFIELD, N.C. 27577
[phone]
March 6, 2002

2
Mv,"
1'?
cry' gE?il?p..
1650 Mail Service Center
Raleigh, NC 27699-1650
Re: Buffalo Creek and Rosewood Interceptor Rehabilitation
Dear Mr. Domey;
Please find enclosed the following information for the Buffalo Creek and Rosewood
Interceptor Rehabilitation:
• Seven (7) copies of the _permit application
• Seven (7) copies of an USGS map excerpt indicating existing project route
• Check #16295 for $200.00
If you have any questions or need additional information to complete this permit review,
please contact me at 919-989-5075.
Sincerely,
Chandra E. Cox, E.I.
Mr. John Dorney
Division of Water Quality
Wetlands/401 Unit
NCDENR
Enclosures
cc: Timothy Broome, P.E.
Amanda Bader, P.E.
FF
J.
Printed on recycled paper 0,
m o'o?
?
?
rn
,
Aa
?-? ?N
a .vp
zx
yx?
t° d n N o,"m Oo •p wNG.
ti•
zcn

W

00 yH

V

•, w co
Vd;Ao??
:! M
0m o?
Z
o
cr 'm
ea= W
(A c~O0) b -C ,
c:
n ?.0

M

O w' SOO
°
mo
a
w, 9°$ 0 ?
m
Ll. ? Ir W fd p d ? fn

f vn?c"' M

0
a
?N
0
m
C
m3
y a 3 a'
2 o N ? g :r
H c ?Z
m 0
?a z
m o
?2 9 w
O N a
Enrn O
.d x
N
O
.p
N
°o

60
??A
? C o
o
o 0 4

00
(n
+dC
i •m3 ?
?°
a n
;?y o

o ,?
o m
3'? ? w ti ? N
? A C9 o " 'P

?n
rr]
C:

:tg
m O 00

N ? o

0

C?1
a
0
o a ?
z ?

V
H V N
p
OD
Gn
w O

Z
OD V
O? N iP
W N r 0

?a •
C O
7 r•efR btn?A ?
z ae.„o
X00
N z e,
p
N p
m Z w
m g
Z
N
w
m
Ceti 00
m z
m
oCo
.'T (JI S b
a o a
?
C n
A
s
` o
?
to
a

m

C
'
a
;
v

C 7 b to ? c
fA "7' C ?
a ? i
C d e
m H C
C O

I
o w z
.
.
? a

cn
v
w
O
a
.c:
4
V

-qqw
Y/ (!
u',c
?\ C

ti?

Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No. n.2 LI S 76.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
I. Processing
FILE COPY , -
Check all of the approval(s) requested for this project
® Section 404 Permit MAC 3 . r)

? Section 10 Permit
® 401 Water Quality Certification Y+rLpp??s ?pUp
® Riparian or Watershed Buffer Rules - EXEMP'hQ,h IIATEE QUALITY SECnON_„„m
2. Nationwide, Regional or General Permit Number(s) Requested:
12
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ? N/A
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ? N/A
II. Applicant Information
1. Owner/Applicant Information
Name: Johnston County %Timothy G. Broome, P.E.
Mailing Address: P.O. Box 2263
Smithfield NC 27577
Telephone Number: [phone] Fax Number:[phone]
E-mail Address: [e-mail]
2. Agent 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: N/A
Company Affiliation: N/A
Mailing Address: N/A
Telephone Number: N/A Fax Number: N/A
E-mail Address: N/A
Page 3 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: Buffalo Creek and Rosewood Interceptor Rehabilitation
2. T.I.P. Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): Temporary access roads will be located on the
following properties, which contain wetlands: 1. 1694-73-0432, 2. Not located within
wetlands 3. 1694-7056/1694-93-3789 4. 2604-16-7080 5. 2604-15-9784
The EXISTING 20' utility easement for the EXISTING sewer line falls within a riparian
buffer at some point on the following properties: 1694-73-0432, 1694-93-3789 2604-16-
2121, 2604-05-4501, 2604-16-2481, 2604-15-9784, 2604-25-1514, 2604-24-2859, 2604-32-
7952, 2604-24-9417
4. Location
County: Johnston Nearest Town: Smithfield
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): See attached map.
5. Site coordinates, if available (UTM or Lat/Long): Project is linear. However, no new
waterbody crossing will be installed.
(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. Describe the existing land use or condition of the site at the time of this application: All
rehabilitation work will take place within an EXISTING 20' utility easement. The easement
generally follows Buffalo Creek and, in many cases, is situated within wetlands.
Page 4 of 12
7. Property size (acres): All work will take place within the EXISTING 20' utility easement.
8. Nearest body of water (stream/river/sound/ocean/lake): Buffalo Creek
9. River Basin: Neuse River
(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/mays/.)
Describe the purpose of the proposed work: The project consists of rehabilitation to an
EXISTING sewer line by lining, pipe bursting, and three point repairs. However, all point
repairs are located outside of wetlands and riparian buffers.
10. List the type of equipment to be used to construct the project: 3/4 Ton Truck and Rubber
Tire Backhoe
11. Describe the land use in the vicinity of this project: Mostly wetlands.
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.
NIA
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: N/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
Page 5 of 12
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.
1. Wetland Impacts
'Wetland Impact Site Numbers listed refer to Temporary Access Road Numbers. Temporary
Access Road Number 2 is located outside of wetlands.
Wetland Impact Area of Located within Distance to
Site Number' Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
(indicate on ma) (acres) (yes/no) (linear feet)
Temporary From End of
I Access Road 0.074 yes Wetland Impact to Forested Wetland
Stream = 84 ft
Temporary From End of
3 Access Road 0.052 yes Wetland Impact to Forested Wetland
Stream = 185 ft
Temporary From End of
4 Access Road 0.062 yes Wetland Impact to Forested Wetland
Stream = 136 ft
Temporary From End of
5 Access Raod 0.051 yes Wetland Impact to Forested Wetland
Stream = 42 ft
* 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.)
List the total acreage (estimated) of existing wetlands on the property: 1. ±5.5 acres, 3. ±3.8
acres. 4. ±0.91 acres, 5. ±0.64 acres
Total area of wetland impact proposed: 0.239 acres
2. Stream Impacts, including all intermittent and perennial streams
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 secify)
N/A N/A N/A N/A N/A N/A

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
Page 6 of 12
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.tomzone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: N/A
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name of Waterbod
y
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A N/A N/A N/A N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. 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: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
No excavation will be required in wetlands or in a riparian buffer. No fill material will be placed
within riparian buffers. The work involves lining and pipe bursting an EXISTING sewer line.
Therefore, the only disturbance will be a result of equipment traffic. This disturbance will occur
only within the existing 20' utility easement and where temporary access roads enter the project.
However, the EXISITING 20' utility easement has sparse vegetation, due to the continuous
Page 7 of 12
maintenance required for an EXISTING sewer line. Four of the five temporary access roads will
be located within wetlands. However, once repairs are completed, these areas will be restored to
original grade and will be reseeded with wetland seed mix.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on 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.ne.us/ncwetlands/stnngide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreagellinear 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.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
Page 8 of 12
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at ht!p://h2o.enr.state.nc.us/wi/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/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
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 (DWQ Only)
*This project should be exempt from Riparian Buffer Rules, according to the "Neuse River
Buffer Rules (15A NCAC 02B.0233 - 3.b.i)." The sewer line was installed in the 1960s,
prior to the exemption date of July 22, 1997. The rehabilitation work proposed in this
project is necessary to maintain the line. According to other State regulations, the
vegetation within the sewer line easement must be mowed on a regular basis. Therefore, no
new vegetation will be removed during this project.
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.
Page 9 of 12
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 ? 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
Gone 1 extends out JU teet perpendicular trom near bank of channel; Gone 2 extends an
additional 20 feet from the edge of Zone 1.
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 (DWQ Only)
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.
N/A
XII. Sewage Disposal (DWQ Only)
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.
N/A
XIII. Violations (DWQ Only)
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 ?
Page 10 of 12
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).
N/A

3 Isla z
Applicant/Ager 's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Timothy G. Broome, P.E.
Johnston County
Director of Infrastructure and Engineering
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan.
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page 11 of 12
Johnston County Public Utilities Check No. 16295
Smithfield, NC 27577
INVVIC't
ADDITIONAL

NUMBER
DATE GROSS AMOUNT DISCOUNT TAX
CHARGES NET AMOUNT

20

? r\
I
GENERAL NOTES: - - - i ~.u... ,d,...~ ~ ~ -
e
1. ALL UNDERGROUND UTILITIES ARE APPROXIMATE LOCATION. IT IS B u f f a I o Creek I n to rc e pto r - ~~)0. ~ ~
J ~
POSSIBLE THAT ALL EXISTING UTILITIES HAVE NOT BEEN SHOWN 1
ON THE DRAWINGS. CONTRACTOR TO VERIFY SIZE, DEPTH, LOCATION AND MATERIAL Project Lo c a t i o n F/1 ~ P
D
OF ALL EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR
SHALL CONTACT N.C. ONE CALL (1-800-632-4949) AND JOHNSTON COUNTY PUBLIC O
UTILITIES (919-989-5075) MIN. 48 HOURS PRIOR TO THE START OF CONSTRUCTION.
~ - - ~
2. IN THE EVENT PETROLEUM CONTAMINATED SOILS ARE ENCOUNTERED,CONTRACTOR SHALL
INSTALL DIP WITH NEOPRENE GASKETS.
\
3. SEE SPECIFICATIONS FOR NECESSARY MANHOLE REHABILITATION.
! 0 ,r r ~
/ ~ ~ a'%
4• CONTRACTOR SHALL CONTACT J.E. PHIPPS, JR., SELMA RAIL MASTER (919-965-6546), a m~ r I
i ' ~ r
BEFORE ANY WORK IS PERFORMED WITHIN THE RAILROAD RIGHT-OF-WAY. r y~--' +~M
~
5• TRAFFIC FLOW SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION.
~
6. CONTRACTOR TO MINIMIZE PLACEMENT OF EXCAVATION MATERIAL ON ROAD DURING V /
1~ / M ~ /,/'/~1 J~
CONSTRUCTION. CONTRACTOR TO COVER ASPHALT WITH SAND PRIOR TO PLACEMENT / / % ~
OF EXCAVATED MATERIAL ON PAVEMENT. ALL STREETS SHALL BE CLEANED DAILY. ~ ~ ~
Lvtt a° ~t~
7• CONTRACTOR SHALL NOTIFY APPROPRIATE PERSON AND AGENCIES PRIOR TO THE ~
O Ji 11 j1~ / / i / i1 ~1
BEGINNING OF CONSTRUCTION, INCLUDING: e i e U -
a. TIMOTHY G. BROOME, P.E., JOHNSTON COUNTY DIRECTOR OF INFRASTRUCTURE ~ f- saR ~ o ~ - Q
,Y-- ~ ~i d
AND ENGINEERING (919-989-5075) y~l a ~ -
b. BLAKE GLOVER, NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (919-934-6176) a p` d ~ ~ I j
1 ~ ~
0 /i
i
/
Neuse River i/
i
Interceptor i ~ ,
~ iii
~ ' ! ~ -
Pro'ect Location ~ 4 v ~ s ~ ~ -
/ 1 i i / I
,r, r ~

I, ~ ~ I
ii i:.
i ® ~ s
~ , Wilson Street %j ~ ` 1 ~ 1~, ,i ~
® •
r ~ l !J / I l r o
°'~a ~ 1 ~ ~ ~ r B
Interce for ' ` P = ,~j i ° ~ 0 _
ro ect Location ~ _ ~ ~ ' % ' 1; i ~ - e
tL ~ i~T
~ ~ v ~ ~
i ~
~ ' x ~ se.:
~
~
~ ~ ~ , '0,,
~
- ur;,~,'
Y ~ Y
C /
95
..a 1~
' ~ ~
E °p ~ ~
i
\ \ ~
~
i
95
I _ ,
~a \ \ \
e i
• ~ m~wtl^

~ ` \ 4 ~ ~
.s

~ ~ -
~ ~
7~ \ i / i 95 95 N
o ~ ~
REVISION INFORMATION DRAWING INFORMATION UPPER BUFFALO CREE
1 ~1 I.l AI C T~'1 AI x'11 1 AI TV -l P ~ F
Num Description Date Init Date Init c"~QAND ROSEWOOD
1 Per CG&L Comments 01102 CEC Drawn By: May, 1999 SRM I~ 0" ~ Department of Public Utilities
Checked B Ma , 1999 MK 0zE917 INTERCEPTOR REHABILITAT ]TATION P.O. Box 2263 2
kv(ic b
Approved B May, 1999 TGB
°-~A 11111101" CZ Location Map Smithfield, NC 27577 of 20
SCALE: 1" = 600'

i -
P~Pe P~Pe Notes Station Start MH End MH P~ e Dia.
Start MH DeP~ End MH ~Pth p Material LengUi 1+42
#65 1825' i166 19' 21" Concrete 318' Infiltration at Joints Z+~$ Infiltration at Joints
~g 1g' #67 26.1T 21" Concrete 296' Infiltration (Running) 11 o'clock 0+64
Infiltration at Joints
1 - Infiltration at Joints O+gZ PIPE BURST 21" TO 24"I.D.
~ _ - Infikration at Joints t+07
- MANHOLES #64 TO ~69
- - - Obstruction Heavy Debris in Line 1+ 50' RIPARIAN BUFFER
#67 26.17' ~l68 1825' 21" Concrete 246'
: ~
#68 18.25' X169 18.25' 21" Concrete 242' Severe Sag 0+21 to 0+42 - Severe Sag 1+44 to 1+9
_ 1+94
Infiltration at Joints
NOTE
1. DEPT SHALL BE FIELD VERIFIED BY CONTRACTOR.
MANHOLE ~OCATIONS SHOWN MAY NOT BE EXACT.
C
DISTANCES~ O_V~IDED IN TABLES BY TV CONTRACTOR a CRE ~~tE MORE AC~IlRATE. B~F~~`~ REEK.
2.100 YEAS FLOOD ELE TION = 128.0' (SEE FIRM PANELS
37101 C02~8p & 37101 C02 D)
0
o
2,~„ 21" MH~66 E66 21" MH~65 ~
21"
\ MH 67
INSTA INSTALL NEW VENT TACK J
r
20' UTILITY EASEMENT
MH~68 \
ti ~ \
INSTALL NEW VENT STACK
H#69 \
\
ENTRANCE TO SMITHFIELD
WATER TREATMENT PLANT
BUFFALO CREEK
PUMP STATION
HOSPITAL ROAD
STA. 0+00 H ~
TOWN OF SMITHFIELD
_ _ _ _inHNSTON COUNTY PAGE
REVISION INFORMATION UKAWINU nvruKi H Iuv ,,,,UPP~ JPPER BUFFALU LKttrc .
~ 01
Num Description Date Init Init Date Buffalo Creek A
AND ROSEWOOD Department of Public Utilities 3
1 Per CG&L Comments 01102 [EC Drawn Q SRM 03/01 QPSEAL ~ STA 00+00 TO 14+00
Checked B MK 03/01 INTERCE :RCEPTOR REHABILITATION P.O. Box 22s3
Smithfield, NC 27577 of 20
A roved LL TG13 1 03/01 ieF
SCALE: 1"=50

Start MH End MH Pipe Pipe
_ 50' RIPARIAN BUFFER Start MH Depth End MH Dept Pipe Dia. Material Length Notes Station
2 #60 12.9' #61 13.2' 21" Concrete 263'

#61 13.2' #62 16' 21" Concrete 285' Obstruction 1+38
1
_ _ -
~ #62 ~ 16' #63 18.25' 21" Concrete 314' Infiltration at Joint 1+62
_ - ~ ' ~ I ~
~ ~ #63 18.25' #64 18.5' 21" Concrete 131'
~ i
#64 18.5' #65 18.25' 21" Concrete 447'
- ~ o I ~
NOTES:
~ ~ ~ 1. DEPTHS SHALL BE FIELD VERIFIED BY CONTRACTOR. MANHOLE
\ ~ \ LOCATIONS SHOWN MAY NOT BE EXACT. DISTANCES PROVIDED IN
2 TABLES BY TV CONTRACTOR ARE MORE ACCURATE.
21" r
2.100 YEAR FLOOD ELEVATION = 128.0' (SEE FIRM PANEL 37101C0239D)
m
PIPE ~ ~n 21 " BURST
c~
• 64 ~ ~ \
35' FROM CENTERLINE OF
+ ~ ~ - ~ . gUFFq~~ - - CREEK TO MH #60
CREEK `
o°
. -
INSTALL _ - _ . cn
H~a
VENT K
PIPE BURST 21 " TO 30"
_2~ '~Q~
MANHOLES #64 TO #69 21''
MH~51 ~
a~ 2Z 2,~„ ~ ~
2
~c~
20' UTILITY
MH#62 EASEMENT
INSTALL NEW VENT STACK
INSTALL LINER
INSTALL NEW VENT STACK
HOSPITAL ROAD
r,r,~~.iinic ini~n~rnATlfl~l .~~a~ ~o~~~ JOHNSTON COUNTY PAGE
REVISION INFORMATION UKHVV IIN u 1141 U urrt \A c4n JrrtK tsurrALv %.r« F. F%
~~`o~
Creek Al Buffalo Num Description Date Inif Init Date ,CX012S5 AND ROSEWOOD Department of Public Utilities 4
AL
1 Per CG&L Comments 01/02 CEC Drawn B SRM 03/01 = STA 14+00 TO 27+95 9
Checked B MK 03/01 - INTERCEI ,RCEPTOR REHABILITATION P.O. Box 2263 Smithfield, NC 27577 of 20
Approved B TGB 03/01 ~F~OP~~i~ L
SCALE: 1"=50 fill Ito

Start MH Start MH End MH End MH Pipe Dia. Pipe P~Pe Notes Stat Station
Depth Depth Material Lengili
#57 11.8' #57A 14.75 18" Concrete 308' Infiltration at Joint 1+ #57A 14.75 #58 11.8' 18" Conc. & Clay 187' Concrete Pipe to Clay Pipe 0+ Infiltration at Joint 0+ #58 11.8' #59 12.4' 18" Concrete 345' 1+44
0+24
0+55
j
#59 12.4' iJ60 12.9' 21" Concrete 515' Infiltration at Joint 0+ N i 0+22
i
NOTES:
1. DEPTHS SHALL BE FIELD VERIFIED BY CONTRACTOR. MANHOLE
LOCATIONS SHOWN MAY NOT BE EXACT. DISTANCES PROVIDED IN
TABLES BY TV CONTRACTOR ARE MORE ACCURATE.
2.100 YEAR FLOOD ELEVATION = 128.0' (SEE FIRM PANEL 37101C0239D)

ny ~ 40' FROM CENTERLINE OF
~ ~ CREEK TO MH #59 50' RIPARIAN BUFFER
~ `eUFFA(_ CRS ' .
0 EEK
y ~ -
~ ~ _ _ _ I.~
N ` ~ ~
_ . .
~ J _ . .
c~ - - ;
_
_ _ '
rg,~
STALL BEGIN WETLANDS .TALL LINER
n
z
MH~58 ~ g„
20' UTILIN EASEMENT
18" MH#57 = r 15„
MH~57A -mi ~
p~ D
TEMPORARY ACCESS ROAD 1
-P
TO BE BUILT (BY OTHERS)
INSTALL NEW VENT STA g" HOSPITAL ROAD NT STACK
0
0
I
N
REVISION INFORMATION DRAWING INFORMATION
inu~~c-rnr?i r+ni i~rv ~2 PAGE
%0%01
Num Description Date Init Init Date UPPI,FESS/d. yA UPPEK l3UFFALV GKEE%0%01 •
1 Per CG&L Comments 01102 CEC Drawn B SRM 03/01 gEpL ? Buffalo Creek AND ROSEWOOD Department of Public Utilities
Checked B MK 03/01 09 STA 27+95 TO 41+00 P.O. Box 2263 ERCEPTOR REHABILITATION Smithfield, NC 27577 of 20
q "GININTERCE OP,,
A roved B TGB 03/01 LEE
SCALE: 1"=50 ~

Start MH End MH Pipe Pipe Notes Station Start MH End MH Pipe Dia.
Depth Depth Material Length
#53 9.9' #54 11.6' 15" Concrete ._400' Infiltration at Joint 0+62
~ - - Infiltration at Joint 0+g4 - -
_ _ 1+04 ----~T- - Infiltration at Joint
J__ ~ . Infiltration at Joint 1+28
1+53 _ _ _ Obstruction
_ Infiltration at Joint 2+74
~9
#54 11.6' infittratiarrarJai + y
#55 10.9' #56 15.0' 15" Concrete 326' 'ti
s
tiF~,~s~
#56 15.0' #57 11.8' 15" Concrete 210'
i ~9 S
NOTES: ~ A
i i x`9r'
1. DEPTHS SHALL E FIELD VERIFIED BY CONTRACTOR. MANHOLE ~
LOCATIONS SHO N MAY NOT BE EXACT. DISTANCES PROVIDED W
TABLES BY N CO TRACTOR ARE MORE ACCURATE. 100'+ FROM CENTERLINE OF ~E OF N i ~
CREEK TO MH #55 i ~
2.100 YEAR FLOOD EL NATION = 128.0' (SEE FIRM PANEL 37101C0239D)
50' RIPARIAN BUFFER i ~ M 53
60' FROM CENTERLiNE~ O,F
CREEK TO MH #54 ~ ~
~ i
i
~ / BEGIN WETLANDS
_ ~ ~ ~ ` i ~
_ - _ i ~
_ - - \ - - _ - ~ ~
~ /
~ BUFFALO ,REEK
CREEK
TEMPORARY ACCESS ROAD 3
H~55 TO BE BUILT (BY OTHERS)

15" 15" INSTALL LINER
MH~54
0
o
+
20~ UTILITY EASEMENT
d-
~ 15" INSTALL NEW V Nw NEW VENT STACK g g
J ~ MH~56 TEMPORARY
ORARY ACCESS ROAD 2
= TO BE B U BE BUILT (BY OTHERS) ~ ~ ~ ~I
Q w
g INSTALL NEW VENT COVER Q
v
Q
~~PO ~ \
~
N
~.~~,,,,..~T~~~~ nnn~.~i~ir, iNGnRMATIfIN - - - ~nNN~TnN r[~I INTYf PAGE
KL V IJIUIN IIN rUF(I"I/A I I U1V tDralwn VV IIVU 1141 vl \l in i l--
UP[ UPPER BUFFALU GKt:tK
, Date Inif Init Date CAR ~ ti m Description Nu
o Io reek Buffalo
SRM 01/02 CE C B 03/011 Per CG&L Comments SEAL ~ ST A AND ROSEWOOD Department of Public Utilities 6
+00 TO 54+92 03/01 0 591. MK P.O. TERCEPTOR REHABILITATION Box 2263
ked B INTERC
0 3 / 01 L oved B. TGB E 1 Smithfield, NC 27577 of 20
-50

i
'
Start MH Start MH End MH End MH Pipe Dia. Pipe P~Pe Notes Station 50~ - 50' RIPARIAN BUFFER
Depth Depth Material Length
#51 11.8' #52 10.3' 15" Concrete 422' i ~ 8'
#52 10.3' #53 9.9' 15" Concrete 408'
i
NOTES:
~ p~X
1. DEPTHS SHALL BE FIELD VERIFIED BY CONTRACTOR. MANHOLE
LOCATIONS SHOWN MAY NOT BE EXACT. DISTANCES PROVIDED IN _ ~ ~ ~9 8
TABLES BY TV CONTRACTOR ARE MORE ACCURATE. ¢ ~ ~ _
b'~S ~ bd
N~~
2.100 YEAR FLOOD ELEVATION = 128.0' (SEE FIRM PANEL 37101C0239D) ~w~~ , \ ~
~ ~ y~,~b~
~
~
' ~ \
R~ / 1' ~I ~ ~ I
- _ _
MH~51
i~
~ I INSTALL LINER ` .R
,I
APPROX. 6' TO CENTERLINE
OF CREEK FROM MH #51
~

i ~

1 ~
I
P~ ~O
i. ~ ~I 20' UTIL i 0' UTILITY EASEMENT
i ~
J)
MH~52
~
-9~, ,
~y
~o~'LF
~CFS~q INSTALL NEW V NEW VENT STACK
6 S
~x
9~
0
,.,~,.~...T~,,,~ n~n~~ii~l~ INFf1RM~Tl(1N ~o~~~ JOFINSTON COUNTY PAGE
HtvlSiuiv iivruKiPH i iu~v L) ,M ~ , 1141
,'°o0Nw•"~~~ Uri urF'trc t3urrj6?LV %,.r%vvr%
um Descri tion Date Init I n i fi Date ~ Esso•., . . go i N
Buffalo Creek AND ROSEWOOD Department of Public Utilities 7
1 Per CG&L Comments 01/02 CEC Drawn B SRM 03/01 SSAL STA 54+92 TO 62+00 INTER(
Checked B MK 03/01 TERCEPTOR REHABILITATION P.O. Box 2263 Smithfield, NC 27577 of 20
roved B TGB 03/01
SCALE: 1"=50

' ~i
I I Iii ~N/~
;
f
/G i _
~C,~~ - - - - - .
O~
~~Pv ~ y~ ~
~P ,
,
i i.
j 1 cq~~F
I 1
50~ RIPARIAN BUFFER
1 I MPORARY AC SS R
l I TO BE BUILT BY OTHERS
~ . 1 I ; ;i
i i
~ " 1 I "
t .I ~ i
i:', '.t
,1 I li INSTALL LINER
~i I I . MH#49
~i I I ,,I
~
i , J I
;1
~ ~
1
1 1
;
%1 ;
NOTES: ~ ~
1. DEPTHS SHALL BE FIELD VERIFIED BY CONTRACTOR. MANHOLE ~ ~
t
LOCATIONS SHOWN MAY NOT BE EXACT. DISTANCES PROVIDED IN t
'1
TABLES BY N CONTRACTOR ARE MORE ACCI~RATE.
1 20' UTILITY EASEMENT ~1
2.100 YEAR FLOOD ELEVATION = 128.0' (SEE FIRM PANEL 37101C0239D) ~ ~
~ ~ . ~ - INSTALL NEW VENT STACK
~ g,
\
MH#50
Start MH Start MH End MH End MH Pipe Dia. Pipe P~Pe Notes Station Depth Depth Material Length
#qg g,g~ #4g g.6' 15" Concrete 350' .
I
#49 9.6' #50 8.0' 15" Concrete 361' PVC Pipe STA. 1+10 to 1+25
#50 8.0' #51 11.8' 15" Concrete 329'
I
M~~~ti
Aq F ST d'.
c
G2X
Op
nc~ncin~i i~iGn~ntnT~n~~ nRAwW~ INFORMATION JOHNSTON COUNTY - PAGE
F\L V IJIVIV IIVI VIII In I lulu ,1111 Olp// ' 0
te ~ UNNCK tsurrALV trMeer%
o ~ , Description Date Inif Init Da ti p ; Num SS 16, o ~ Io Creek
Bu a Q~ 4r M 03/01 SR AND ROSEWOOD Department of Public Utilities 8
, 01/02 , SEAL 70+87 1 Per CG&L Comments CEC Drawn B 1,"-50
~2 91 03/01 ~ MK hecked B C n
a#GIN INTERC 'ERCEPTOR REHABILITATION P.O. Box 2263 Smithfield, NC 27577 of 20
03/01 TGB q Approved B LEE
_

NOTES: ' i ,A
1. MANHOLE DEPTHS SHOWN ARE ESTIMATED FROM AS-BUILT DRAWINGS. ~ DEPTHS SHALL BE FIELD VERIFIED BY CONTRACTOR. MANHOLE ~
LOCATIONS SHOWN MAY NOT BE EXACT. DISTANCES PROVIDED IN ~ ~ . MH ,43 " ~ 15"
Y\
TABLES BY TV CONTRACTOR ARE MORE ACCURATE. /
i 1.
2.100 YEAR FLOOD ELEVATION = 128.0' (SEE FIRM PANEL 37101C0239D) ' ' - ~ J n n
O (/M/ ~V
I ~ ' ~ a''
J
\ \
50' RIPARIAN BUFFER ; ~ V , \O

<,; ? i~I A
\
APPROX. 50' TO CENTERLINE ' ~ \
\
N ' OF CREEK FROM MH #46
MH~44 0
O n O
~ 6~6~
V 4 V n
vV
O O
O
~vll-t~~5 n ` ~
W
INSTALL NE ~T STACK ~ -
0 \ O
° \ ~
i , 2 ~ ~
V
i , , ° ~0
Ogg , ~ ~ \ /~0 ~ ~ ~ 20' UTILITY.~AS~MEyN~f: V
,
O
~ ~ APPROX. 5' TO CENTERLI ~
~ OF CREEK OM MH ~46 O •A`\ O
1 I/A,X
/ H 46 IN L LINER ~ ~ti P~PG~ O
~ 0 5 ,~c~Q, O
-1
1 ~ 1
S 0
~ ~ INSTALL NSW VE STACK ~~g

~ APPROX. 10' o ° ~g
~ i': TO CENTERLINE ~g9g
" r~ 0 F CREEK cb o
1 ~b
Start MH End MH Pipe Pipe
~ FROM MH #46 ~~6 Start MH End MH Pipe Dia. Notes Station o Depth Depth Material Length
i is ~ #40 9.3' #41 11.9' 15" Concrete 304' Circumferential Cracks 0+73
'io
~i ~ _ Infiltration Dri in 12 o'clock +
Circumferential r + ~ C acks 3 01
~ Infiltration See in 3+01 ~ p g)
J~ " ~n 2~ ~6~~ i

#41 11.9' #42 6.7' 15" Concrete 317' + Circumferential Cracks 0 11
i ~ o ~ Infiltration See in + ( p g) 0 11
o Circumferential Cracks 0+42
~ i ~ ~ X650 ~ ~
~ % o o~ #42 6.7 #43 7.4 15 Concrete 146 Sags
F
~ ~ INSTALL N VENT `~~f~CK ~ °5g ~j , #43 7.4' #44 6.8' 15" Concrete 316' Sags
i ~ . ~5 r ~
#44 6.8' #45 6.9' 15" Concrete 147' ScalelMineral Deposits 0+09
~._._~M_____ . _ -
i ~ 2 ScalelMineral Deposits 0+70
- ~ ~ ~~u.,__- Circumferential Cracks 1+43
r 'S~ o a~ ~ ~ 62 Infiltration Dri in 10 - 02 o'clock 1+43 { pp gl
f ~
i ~'9 ~~Q~ g698 #45 6.9' #46 7.3' 15" Concrete 359' Infiltration at Joint +
0 36
~ ~ Circumferential Crack 0+70
Z ~ ~,P ~ ~ ~ ~ Infiltration at Joint 0+70 __._._v.._______ _v_,...,...._..-
MATCH LINES +87 ~ °66 Intrudin Service Connection 1+15 g
__r.__.__ r______ _ \ Infiltration at Joint 1+26
PAG 8 8" _m.._ .___.__.~..r .~..M.........r_ _._w _ _..~..~M~~...._._..~._-------
Infiltration at Joint 2+37 0
2~g ~3, ~ ~O E
#46 7.3' #47 12.4' 15" Concrete 140'
~ I
#47 12.40 #47A 11.00 15" C e 407' C' + oncret ircumferential Crack 1 21
1~~6
~ Infiltration (Seeping) 1+21 M_.~ _ ~ .
~NTERe~RY ~ ~ ~ REVISION INFORMATION DRAWING INFORMATION Infiltration (Runnings 10 o'clock 4+03
i ! ~ I E
#47A 11.50 #48 6.8' 15" Crete 16' S Con ag

V% CARo
.ti Num Description Date Init Init Date , ; ~ F~ss4 9 UPPEI~Creek ` IPPEFZ IJUFFALU GKEEK • •
a =
Buffalo SEAL - SRM 03/01: _ _EC Drawn B 1 Per CG&L Comments 01102 AND ROSEWOOD Department of Public Utilities
02 91 T A7 7 T 89+00
- Checked By: MK 03/01 S
GINE..a p \ INTERCEF RCEPTOR REHABILITATION P.O. Box 2263
Approved B TGB 03/01 LEE , Smithfield, NC 27577 of 20
c SCALE, 1"7750

i
Start MH End MH Pipe Pipe
Start MH Depth End MH Depth Pipe Dia. Material Length Notes Station

#36 8.8' #37 8.1' 18" Concrete 297' Infiltration at Joint 2+30
N ~ ~ Infiltration at Joint 2+93
I
#37 8.1' #38 8.9' 15" Concrete 270' Circumferential Crack 2+50
Infiltration at Joint 2+50
Circumferential Crack 2+67
Ogg ~
, #38 8.9' #39 9.0' 15" Concrete 350' Infiltration at Joint 1+87
15>> ~y APPROX. 5' FROM C TERLINE Infiltration at Joint 2+24
~ OF CREEK TO MH # 0
#39 9.0' #40 9.3' 15" Concrete 276' Circumferential Crack 0+01
a ^
'ARIAN BUFFER Infikration (Dripping) 01 o'clock 0+01
n~ ~ ~ ~ ~ ~ INSTALL NEW V NT STACK 50' RIPARIAN Circumferential Crack 0+09
New Manhole 0+09
Circumferential Crack 1+06

Infiltration (Seeping) 1+06
Circumferential Crack 1+28
o co ~
_ _ r' Infiltration (Seeping) 1+28
S~8 9~~~ O _ Circumferential Crack 2+17
_ _ _ - Infiltration (Seeping) 2+17
40 Circumferential Crack 2+70 . _______T-
o ~ Infiltration (Dripping)12 o'clock 2+70
_ NOTES:
SAS o 1S„ ~ ;
TE RARY ACCESS ~66~ ~ ~ - _ 1. DEPTHS SHALL BE FIELD VERIFIED BY CONTRACTOR.
ROAD 5 20' ';UTILITYY E~S€M.ENT MANHOLE LOCATIONS SHOWN MAY NOT BE EXACT. DISTANCES
Y OTHERS) PROVIDED IN TABLES BY N CONTRACTOR ARE MORE ACCURATE.
e(~FF~
NSTALL LINER MH#3J el 0
CRFFK ~ ~ 2.100 YEAR FLOOD ELEVATION = 128.0' (SEE FIRM PANEL 37101C0239D)
o BEGIN WE11I4~DS
6~~ S rS ~ ~ -
\ ~ .
\
i
1621
M 8
0~~~
~GF'
Q
\ ~ ,
\ \
g~~a
INSTALS EW VENT STACK MH#37
~j9~~ o ~ ~
0 0
252 ~ ~
~ ~
o g~~S~~ N got
SF ~ ~
6~~~
~ ~ ~
g
o \ ,~O
S~ g~2 ,
L ~
0

~ 2 0 S~i~T T 2 8'' <v
625 ~ g~~ N ,~~2~ ti,~~o ~tiSy~A 8~ , ~o Q
-x o
c~ ~ ~ ~~~~Sy ~ ~P
~ . ~A
52 2 °~A ono Ogg ~g~2
° 9~ o.
1 ~ g~ ~ o
ao9~ ~gg~
REVISION INFORMATION DRAWING INFQRMATION .
_Il1HN~T(~N C_nl INTY I ~iS°a PAGE
NUFFLK um Description Date Init Init Dafe ,,•°o~c~~~~wo rtK 1:surrALv ~rcCen
1 Per CG&L Comments 01102 HC Drawn B SRM 03/01 ~QQ~FESSipti~BUFFALO CREEK AN Checked B MK 03/01 o35s~` 5TA 89+00 TO 103+07 AND ROSEWOOD Department of Public Utilities - 10
CEPTOR REHABILITATION P.O. Box 22s3
Approved B TGB 03/01 "E~•:o``~v INTERCEP AP'I I Smithfield, NC 27577 of 20
Z S`z
SCALE: 17=50 At

H End MH Pie Pi Start M p pe
Start MH Start MH ~d MH ~d MH P~Pe Dia. P~Pe Pipe Notes Station Deptli Depth Material Length Start MH End MH Pipe Dia. Notes Station Depth Depth Material Length
#34 8.75 #35 9.00 16" uctile Iror 202' Infiltration at Joint 0+92
#32 11.2' #33 13.6' Circumferential Cracks 0+75
Infiltration at Joint 0+75 Infiltration at Joint 1+64
Circumferential Cracks 7+09
Infiltration at Joint 1+09 ' ete + #35 9.00 #36 8.8 15 Concr 447 Circumferential Cracks 0 03
..._.~.___w~.._._
Circumferential Cracks 1+40 Infiltration at Joint 0+03
Infiltration at Joint 1+40 Circumferential Cracks 0+17 _...~.~w._._.v__ _ _ _ ____v..w___. ..._,u..
Circumferential Cracks 1+72 Infiltration at Joint 0+23
Circumferential Cracks 0+38
Infiltration at Joint 1+72 ...w_. _v _ ~._w_ . _ _w~._._..
Circumferential Cracks 2+90 Infiltration at Joint 0+38
Infiltration at Joint 2+90 Circumferential Cracks O+fi8
i Infiltration at Joint 0+68
#33 13.6' #34 8.75 15" Concrete 332.6' Circumferential Cracks U+21 pp 00 Circumferential Cracks 0+79 .e„ .~__~~~.ee.rod._ ,~..~.m_.ro~,~~u ~„e~~~ww~.. ~M, ,._~.wa..e.. .__.w_._
Infiltration at Joint 0+21 ~S c0 ~ Circumferential Cracks 1+38 ..........._.__v..____ ___v..__._.... ~..v _.w..,,.~....._._
Circumferential Cracks 0+81 ~~O ~ ' r- Infiltration at Joint 1+38
Infiltration at Joint 0+81 e._w..~....._..__....__.~_~, w~..~._..,~...__~..... ..__..___..__...~.____~-___w- Circumferential Cracks 2+08
_ __M.~____._....
Circumferential Cracks 1+42 ~~~b'O ~Z6 Circumferential Cracks 2+36 ~ _.~wM......---..-- -v..._~,.,_A.,.~_
Infiltration at Joint 1+42 C/s Circumferential Cracks 2+59 a,w~~,o.~,~,~, ~,Wa~ M~~ w.~a_~_ ~._~.a~~... Circumferential Cracks 2+99
Circumferential Cracks 1+53 Og
.~,m__~
Infiltration at Joint 1+53 Infiltration at Joint 2+99 .~.oo,b~oooooo~~or. b~....o~.wr ~......~..om~.,.o~,,,.e„e.,o~~~oo~_..a....a.....,...._..me__..a.~..~. __~.__.~_„~~~~a....~_
Roots (Light) 1+53 Circumferential Cracks 3+41 ~ _ ~~~._~._M~_ _
Circumferential Cracks 2+42 Longitudinal Crack 3+41
_ _ _ _ _ _____._T d' Infiltration (Dripping) 7 o'clock 2+42 00 d- _M .___W ....~._.~M..~...v~_ .~.~ww~.~_ ~M~~~~~......M___ Lon itudinal Crack 3+65
- - - - - - - - - - _ - . r~ 9
Circumferential Cracks 3+03 ~ Circumferential Cracks 3+78 ~ N..,w.~.w._~~~
Infiltration (Dripping) 9 to 3 o clot 3+03 Circumferential Cracks 4+10 .~~.eem~ee,~ ,va.e~,.~,~ .~~a~. ..,.~..,~,,.,~,,.,..~..a.~..._._~_~....~~..
Circumferential Cracks 3+16 Circumferential Cracks 4+40
w~~.__....~.__~.,.,_. _w.,._..,.,...~ m.~..~..~r_r .__...w.....M..~~~....r....__..~.~.~r_w
Infiltration at Joint 3+17 Circumferential Cracks 4+44 ~___._w _
Circumferential Cracks 3+24 Infiltration at Joint 4+44
- - - Infikration at Joint 3+24
W Circwnierential Cracks 3+28
Infiltration at Joint 3+28
Scale/Mineral Deposits 3+28
NOTES:
1. DEPTHS SHALL BE FIELD VERIFIED BY CO TRACTOR.
MANHOLE LOCATIONS SHOWN MAY NOT B EXACT. DISTANCES
PROVIDED IN TABLES BY TV CONTRALTO ARE MORE ACCURATE. 50' RIPARIAN BUFFER
O ,
T i i-;
2.100 YEAR FLOOD ELEVATION VARIES. (SEE FIRM PANEL 37101C0239D) ~ 50'+ FROM co /
O
I o
. ~ +
_,r co
r
~ CENTERLINE i `,.r _ ~
OF CREEK ,r'"
• N
~ - - TO MH X35 r ~ ~ 4 r
,r- ~
I Lv
~ W
MH#36 ~ ~ ~ ~ Q ,r _Z
t % n- /i ~ J
15 ~~y ~
~ ~
287.11 ~ ~ ~ ~
U
,.r i" I- y ~ Q
~ N ~
/ f
O y l f,
v° ~ 20' UTILITY EASEMENT 15" - r%
~v
INSTALL NEW VENT STACK ~ H#35
~ _
2~ 8~ I rn
1)
~ ~
~ ~ ~
o
o
o
N
~ `~NS~`P
SE~MP~ ~ ~~wNSN~P 100 YEAR
D FLOODPLAIN 100 YEAR F OODPLAI SM~~~~ ~ ELEVATION=128.0' ~ VARIES FR M 128.0'
f 1
REVISION INFORMATION DRAWING WFORMATION
~o~N~"~~~UPPE Num Description Date Init Inif Date ;rq JPPEK 13UFFALV trKLLK • ~
1 Per CG&L Comments 01102 CEC Drawn B SRM 03/01 ~~~"~9 Buffalo Creek AND ROSEWOOD Department of Public Utilities 11
9`~ STA 103+0 7 TO 116+00 Checked B MK 03/01 ,~N
P.O. Box 2263
:RCEPTOR REHABILITATION Smithfield, NC 27577
Approved B TGB 03/01 '-~q EEOp%,INTERCE ...an•• of 20
50
SCALE: 1"= Z

LE NH A .M R T RA NT BY D FI I V D L E F BE L L H T D
End MH pipe pipe Start MH pi Dia. PrPe Notes Station IN
Start MH End MH ~ terial Len th De th Depth Ma g P , ED VID en th PR ~ E N TA I D T. g EXA E TB AY M N TI A L
' #26 8.4' 15" Concrete 59 #25 8.3 9' Infiltration at Jant 0+13 5 E. T + A M E
E R AR R 0 22 T N Y B E nt L a B at J TA Infiltration _ 0+33
Roots{Light)
0+43 Infiltration at Joint
~ 5' A 0+36
I ~ ~ #27 8.9 15 Concrete 40 f ~ ~ #26 8.4 4.05 Infiltration at Jant
Circumferential Cracks 0+37 acks 3+22
Circumferential Cr 3+22
. Infiltration at Joint
\ ~ w w ~
~ ~ q8 3 K d I ~ ~ I ~ 2+59
~ #28 8.9 406 #27 8.9 ' oots Li ht 406 R (g )
;I ~
: ~ 15" Concrete 390 . ~g 8.g #29 8. 0' Infiltration at Jant 2+36 39 _ 3+90
_ _ Root Mass {Severe)
i I I
1~ I ~ ' ferential Cracks 0+04 384 Circum
' #30 9.2 15 Concrete 384 #29 8.7 ~..~d r ~e I ~ ~ 0+04
~ 1 ScalelMineral Deposit
1 1
~'1 II #31 8.5 16 Ducitle Iron 144 ' Infiltration at Joint 0+14 ~n 144
#30 9.2 ~ Infiltration at Joint 0+69
~ _~_M_~ _M~~~.. ._~W~u ~,~~r~,~_ : : , ; ~~~r~,r ation at Jant 0+87 Infiltr
. . : - - . - _ ~ _ 1+
, . : Infiltration at Joint
1~ o..,~~~_~ r_.~.~.~~~ .~.~..~~~.ro .,,.~~..~w '~0~~ . ~ n at Jant 1+24 Infiltratio
~ ~ ~..b~ w~. .~b~.e...~~~. I i Itration at Jant 1+42 Infi
1 3 Y
i ~ ~ ' Concrete 287 ' Sa 0+18 -0+39 e 287 g
15 2 11.2 #3 .5 a 31 # ,
~ , M...~...v__._. M_. .v _r_ M. _~.M ~ Infiltration at Joint 0+20
_~_w.__~.. _.w_._...~ . _~.r___ ScalelMineral De sit 0+20 P~
Sag 0+55 - 0+76
n Infiltration at Joint (Drippings 0+5 0+7
Z1 . ~ __M. Circumferential Cracks
~ _ , _ , . Sag 0+96 -1+23 _
_ _ 106
. ~ ~.,__a,....._.___.__.. __.w.....~ ~ J / _ _.......w._ Circumferential Cracks
Sag 1+40 - 2+87 1+57
Circumferential Cracks - __M________ cal~JMtrn~al~e it~~ 1+57
ircumferential Cracks 1+97 C
1+97
ScalelMineral Deposit
~ cumferential Cracks 2+47 Cir
calelMineral De sit 2+47 S Po
~_~._s~ _ ~ a
i~ e- _..,.~...a.n ........r.T,..__.,n__~..-~...........u.~...u....F__...,_..~..~.~...,..._._.__ S
~ ~ee,..e.-...~r.v..~,,.....~..,..~...e~....., ..............a~..._-,....._......,._-.,..~.,...-~...-~.......~,.:...,~
J~

-
r
/ 1
I
1
1
1
(1~: ~ J I
1 F ~ I p
1
1 ~
t 1' / 4 ~ ~ r
/
IInn V' t~
;1 ` ~ ~C Z p,_,
~ f
~ ti ,
~ J 1 _ - ti ,
1 1 V v
i ~ ~ _ r i ,
,a ~
i-' , - - i
..~--i - i
» ~ i
~ i
~ '
4' f i
1
r 11, i' ~ I` ` r a ~ i ~ - i
i~' I ~ i ~
r ~ ~ i 4- 1 ~ ~ i
/ I,

; _ ~ ~ i
~ , i
y i ~ i i i
i
;l ff ll ' » i
I i I, i
i
i
~s. I i
, i
~ i

1 ~
_ ~ ~ iinir ~eirnn~n n TI(l~l _
REVISION INFORMATION UKHWIIVU iivrun'iHi ~i,4 up Init Date C( UPPEK IiUl-t-ALU L.rcecn
Num Description Date Init Q4oFE5s,oN~" Buffalo Creek AND ROSEWOOD Department of Public Utilities 12
1 Per CG&L Comments 01102 CEC Drawn B SRM 03/01 Y 02E9L STA 116+00 TO 136+88
Checked Q MK 03/01 INTER( TERCEPTOR REHABILITATION P.O. Box 2263
Smithfield, NC 27577 of 20
A roved Q TGB 03/01 [cz
SCALE: 1"=50

Stag MH End MH P~Pe P~p Start MH End MH Pipe Dia. Material Len End MH P~PQ Pipe Notes Station Depth Depth P~Pe Notes Station ~
ial Length p+17 ~
87' Infiltration at Joint ~
_
Start MH De th Material Length #21 10.4' #22 $•2 - p 0+04 ~ _ SDe hH End MH p Pipe Dia. Infiltration at Joint 0+34 ~
. LL Infiltraiion at Joint 0+53
#20 10.2' #21 10.4 15" Concrete 530' Roots (Lig i p+07 Roots (Light) - - - Scale/Mineral Deposit 0+68 ~
0+24 - . - _ Roots (Light)
p+43 Roots (Light) ~
#22 g,2~ #23 7.8' 1 oncr - Longitudinal Cracks _ _ 0+72 _ ete 123' Infiltration at Joint 0+34 p+34 ~
a - Roots (Light) ~ 0+40
- Infiltration at Joint _ _ _ Roots (Light) 0+72 _ Infiltration at Joint
- - _ 1+14 - - -
Infiltration at Joint - m Infiltration at Joint p+44 ~
Multiple Cracks ~ Longitudinal Cracks 0+60 ~
. - _ Roots (Light)
1+44 _ Circumferential Cracks - -
_ . _ 1+64 ~
- Infiltration at om rete 164' Infiltration at Joint 0+09
Roots (Light) 1+64 #23 7.8' #24 7.3' 15 Concrete - 0+09 - Roofs (Light)
2+12 _ . _ - Infiltration at Joint _ _ _ Infiltration at Joint 0+14 ELEVATED STORA i
2+12 _ _ _ _ _ . _ _ Roots (Light) _T - o+~a TANK i 9~~
_ _ 2+16 _ _ . Roots (Medium) ~ ~
- ~ ~ Infiliraiion at Joint -
- _ 2+16 _ - - Roots (Light) _ Infiltration at Joint 0+20 - Q+20 ~
_ 2+67 _ ~ Roots (Light) cg _ _ J
- ~ Infiltration at Joini - "~~-~"M _ _ _ _ _ 2+67 _ _ ~m Longitudinal Cracks 0+23
Roots (Medium) _ p+27
2+86 - Roots (Light) _ - Circumferential Cracks
_ . _ ~ 2+99 _ ~T~ ~ W Infiltration at Joint 0+27 ~
Infiltration at Joint - - - 0+39
3+40 - _ _ _ m _ Infiltration al Joint Infiltration at Joint p+69
3+40 Infiltration at Joint ~
- Roots (Light) - _ _ 3+79 - - - Infiltration at Joint - Circumferential Cracks 1+23
_ _ _ _
_ _ _ _ 3+79 Infiltration ai Joint 1+23 i i CSX RAILROAD
~ ~ Roots (Light) - 3+86 _ _ 1+23 I ~ Roots (Light) o~ i I ~ ~I ~
- - ~ Circumferential Cracks ~+aa ~IM~TS i ~ ~i i
3+98 _ _ - Cir mferential Cracks - ~~~mm~ Circumferential Cracks 1+44
_ -Ind i t Joint 3+98 _ _ _ m{ ~ Infiltration at Joint
Roots (M ~ j 4+57 + ~ 1

5+01 Circumferential Cracks Crete 249' Infiltration at Joint 4+~$ I ~ ~ 0+38 ~ d' L - J-
- - _ _ 5+01 #24 7.3' #25 8.3' 15" Concre e _ _ - Infittralion at Joint _ - _ Infiltration at Joint
Circumferential Cracks _ _ _ _ Q-+~.1- - - - - - L ~ ~,~c~' 0+51
" - -Y- - lnfilir~ii`on a~Joint Q ~
Infiltration at Joint 0+59 ~
SMITHFIE ID CITY LIMITS , _ - - I q-~,,
W Q 1 N~
~
Ja ~ MAINTAIN 18" MIN.
40' R~w s 'i ~ VERTICAL SEPARATION
~r? MH#21 _I INSTALL LINER y MH#22
EASEMENT Q ~
P ~TIU~~ ~ i ~
MH~23 ~~Z ~ P'&"~. i~
~z
~ ~ ~5'
= I
MAINTAIN 18" MIN.
MH~24 VERTICAL SEP,4RATION
16~ ~
~
MH#25__--'~ 16" AC WATER MAIN~~ ~
/N_--
~ + 20' UTILITY EASEMENT ~
~
1~~ ~
/o v

DEPTHS SHALL BE FIELD VERIFIED BY CONTRACTOR. MANHOLE ~
LOCATIONS SHOWN MAY NOT BE EXACT. DISTANTES PROVIDED IN ~~i
TABLES BY N CONTRACTOR ARE MORE ACCURA i1
i
1
1
1
1
1
1
JOHNSTON COUNTY ~ PAGE
~
UPPER BUM-ALU t.rceen 17H
REVISION INFORMATION DRAWING INFORMATION Ul
Date Init Init Date 0:, `ROC
Num Description =~~~4oF~sQSx,= Buffalo Creek AND ROSEWOOD Department of Public Utilities 13 P.O. Box 2263
~ Per CG&L Comments 01102 CEC Drawn B SRM 03/01 aoZE9~ ETA 136+88 TO 149+00 w MK 03/01 INTEF
Checked B ? G1 NTERCEPTOR REHABILITATION Smithfield, NC 27577 of 20
A roved B TGf3 03/01 LppBP~.: z~S~OZ
SCALE: "I 0=50
p - I - t- I

Start MH End MH Pipe Pipe Start MH End MH Pipe Pipe
Start MH Depth End MH ~pth Pipe Dia. Material Lengtf~ Notes Station Start MH Depth End MH Depth Pipe Dia. Material Length Pipe Notes Station
I Length
#17 7.7' #18 8.2' 15" Concrete 505' Infiltration at Joint 0+10 #18 8.2' #19 11.0' 15" Concrete 508' _ x 508' Infiltration at Joint 0+16
Longitudinal Crack 0+25 . - N Infiltration at Joint 0+62
~.ae...~.~ Infiltration at Joint 1+88
Infiltration at Joint 0+31 - - _ _ . ~0 00
Circwnferential Crack 0+33 - - - Multiple Cracks 2+18 J Infiltration at Joint + ~
Infiltration at Joint 0+46 - - __.T.~_ 2 22
O Multiple Cracks 2+24 Infiltration at Joint 2+
Infiltration at Joint 0+33 - - 70
Longitudinal Crack 0+77 Infiltration at Joint 2+80
Circumferential Crack 0+84 _ Roots Li ht 3+01
(9)
Infiltration at Joint 0+84 Multi le Cracks 3+51
Infiltration at Joint 0+95 Infiltration at Joint + 3 54 Infiltration at Joint +
CircumferentialCrack 1+05 - 3 71
Infiltration at Joint 4+
Infiltretion at Joint 1+05 01
Circumferential Crack 1+07 - - - - Roots Li ht + (g) 4 11
Infiltration at Joint 1+07 - _ _ Circumferential Cracks 4+55
Infiltration at Joint 4+62
Circumferential Crack 1+11 _ _ . Infiltration at Joint + 5 04
Infiltration at Joint 1+11 ~ I ~
Infiltration at Joint 1+23 #19 11.0' #20 10.2' 15" Concrete 498'
498' Infiltration at Joint 0+23
Infiltration at Joint 1+33 Circumferential Cracks 0+80
Circumferential Crack 1+38 Infiltration at Joint 0+83
Infiltration at Joint 1+38 _ _ Circumferential Cracks + 1 23
~..HI Infiltration at Joint + 1 23
Circumferential Crack 1+57 -
Multiple Cracks 1+67 _ _ ScalelMineral De osits 1+ p 25
Circumferential Crack 1+g4 - _ Lon itudinal Cracks 1+ 9 27 an__~~~.
_ Circumferential Cracks 1+35
Multiple Cracks 1+88 Infiltration at Joint + 1 35
Longitudinal Crack 1+97 - . Infiltration at Joint + 1 41
n ration at oint 2+04 Circumferential Cracks + P~
1 43
Longitudinal Crack 2+27 T - - _ ~ _ _ T_....__ . Infiltration at Join + ~ t 1 51 +
Infiltration at Joint 2+2g Circumferential Cracks 1+5g _~N~____.___ N
Infiltration at Joint 2+45 Longitudinal Crack 2+61 _ Roots (Light) 2+47
__~...w....__ Lon itudinal Cracks 2+52
9
Longitudinal Crack 2+94 _ _ Infiltration at Joint 2+67
Infiltration at Joint 2+95 - - - - Roots (Light) 2+67 4 ~
_ Circumferential Cracks 3+07 ~ 1'
Multiple Cracks 3+09 _ _ _ . Infiltration at Joint 3+07 " 1
Infiltration at Joint 3+27 - - Ci cu cks + ~ r mferential Cra 3 57
n tration at oint 3+78 _ _ _ __T
Infiltration at Joint 4+18 Infiltretion at Joint 4+39 Longitudinal Crack 4+42 Infiltration at Joint 3+57 , LL 2
_ Circumferential Cracks 3+87 J
Circumferential Cracks 4+74
Z
V
~ _ _ I Multiple Cracks 4+61
Multiple Cracks 4+72 I-rs Q
____~T ~ Multiple Cracks 4+g4 CITY ~ 1
i ~ In6ltrationatJoint a+sa HFIELD R/w MH#19
~ ~ ~ a> EASEMENT 40
~i
CITY ~~M~TS = i i ~11UTY i ~ P
i ~
v ~ N-~ ~5 ENT 40 R~W
~ cn UTILITY EASEM ~ C P &L.
~5 ~i~' INSTALL LINER
~ ~i ~ MAINTAIN 18" MIN.
+ ~i ~ VERTICAL SEPARATION
°o i ~
i
i~ i~
~z
DEPTHS SHALL BE FIELD VERIFIED BY CONTRACTOR. MANHOLE
LOCATIONS SHOWN MAY NOT BE EXACT. DISTANCES PROVIDED IN
TABLES BY N CONTRACTOR ARE MORE ACCURATE.
REVISION INFORMATION DRAWING INFORMATION
- - - - - n w
Num Description Date Init Init Date O'~Q~~ % Sl UPPE 2OpESp'•:r PPER BUFFALO CREEK JOHNSTON COUNTY rH~t
1 Per CG&L Comments 01102 CEC Drawn Q SRM 03/01 Buffalo Creek Ah SEAL ~ STA 149+00 TO 162+83
AND ROSEWOOD Department of Public Utilities 14
Checked B MK 03/011/- 09
P.O. Box 2263 Ito'
INTERCEP REHABILITATION Smithfield, NC 27577
R Approved B TGB 03/01 LES e SCALE: 1"=50 fill II°z of 20

% ,
DEPTHS SHALL BE FIELD VERIFIED BY CONTRACTOR. MANHOLE
LOCATIONS SHOWN MAY NOT BE EXACT. DISTANCES PROVIDED IN
N TABLES BY N CONTRACTOR ARE MORE ACCURATE.
~ ~
O
cn \ ~ N
Q
0 0
0
m
0
vi
9 O
r
D
STALL LINER . co
n Q~
~w
r c - I
~o Z 15" MH#15 z Q
» D
G~ J
MH 14 s
U

Q
rn
N
W
Start MH End MH Pipe Pi e Start MH End MH Pi p pe f~ta. ~ Notes Station
Depth Depth Material Len th 9
#16 7.3' #17 7.7' 17" Concrete 504' Infiltration at Joil ration at Joint 0+04
v..._ Multi le
p Cracks _ _ _ -.-_..M. tiple Cracks 0+06 Start MH Sfart MH ~d MH ~d MH P~ e Dia. P~Pe P~~ Depth Deptli p Material Len th Notes Station
Infiltration at Joil ration at Joint 2 o'clock 0+09 9
ScalelMineral D ________.M..Infil le/Mineral Deposit 0+13 #13 82' #14 7.9' 16" Ductile Iron 423' Infiltration at Joint 8 to 4 o clock 0+36
ration at Joint 0+20 Infiltration at Joint 8 to 4 o'clock 0+73
.M,_..._~_.._"....,._ tratlon at Jon _________..w___ Circ e
_ _ _ umferentlal --v__M..~ Infiltra umferential Crack 0+23 Infiltration at Joint 1+10
S to rt M H End M H P i a Pie tlon at Jall _~_.,~,...M~___ e.,~,,.,......_~_______ ....,...M,~,r ration at Joint 0+30 Infiltration at Joint 3+30
Start MH End MH Pipe Dia. p Notes Station Depth Depth Material Length Infiltration at Joit ration at Joint 0+33 #~4 ~.g~ #15 7.3' 16" Ductile Iron 20.5'
#10 15.7' #11 7.7' 15" Concrete 504' ScalelMineral Deposits O+Oq ~ " - Clrcumferentlal _ _ _._~,_.._bo-~."...__.___ _~..._._-.m."__..~ ...._____a_ umferential Crack 0+40
Infiltration @ Joint 0+13
Infiltratlon at Jolr Infiltration @ Joint 0+21 _ _ _ _ Infiltration at Joir ration at Joint 0+40 #15 7.3' #16 7.3' 17" Concrete 358' Multiple Cracks p+~2
Multiple Cracks 0+37 - ration at Joint 0+44 _
Infiltration ~ Joint o+4a Infiltration at Joir - _ - 9 _ - . ___r.._.____-. _.._."v ration at Joint 0+54 A_...__...~ _ _ _ Longitudinal Cracks p+~g
Lon itudinal Crack o+51 Infiltration at Joir ration at Joint 0+60 Infiltration at Joint 11 o'clock 0+21
_ _ _ . _.._w._-- _ _.w_. _ Infiltratlon oint 0+~4 , Clrcumferentlal
L o n g it u d in a I C ra c k 0 + 72 _ _ ~ _ ~mferential Crack 0+77 Infiltration at Joint 0+36
_ ScalelMineral Deposits 0+gg _ Infiltfatlon at Joir ation at Joint O+gp Longitudinal Cracks 0+74
~ ~ ~ _ _ Infiltration Joint 1+05 ~ ~ _ ~ @ Infiltratlon at Jolr ation at Joint O+gS Infiltration at Joint 0+66
Multiple Cracks 1+13 - ongltudinal Cra+ 1+00 Infiltration at Joint p+g2 ~itudinal Crack -
Multiple Cracks 1+24 _ _ _ _ Infiltration at Joir
Lon it u d i n a I C ra c k 1+ 2 g _ .~~~~~e..~,~.. ~ _ a..~N.~a~ _ 9 _ ation at Joint 9 oclock 1+04 - - - _ Multiple Cracks 1+36
Multiple Cracks 1+48 Infiltration at Joir ation at Joint 1+~5 Longitudinal Cracks 1+41
Infiltration @ Joint 1+75 MUltl le Crackf _ - _ _ _ p :iple Cracks ~+ys Longitudinal Cracks 1+66
nf+trat+on oint 1+85 . ~ _ _ Infiltratlon at Jorn
Infiltration ~ Joint 2+Oq _ _ _ ~ _ _ _ _ Circumferential anon at Joint ~+25 Infiltratino at Joint ~+73
Multiple Cracks 2+07 ~____w~v ~ imferential Crack 1+33 Circumferential Crack 2+20 _
Infiltration @ Joint 2+16 Infiltrat' ' M.M-...... _v -.._M..-....~~.~,...M......._.,..._..-._....._.-........-.__...._-.___-_ . lon at orn ...~.,~~a..m. ation at Joint 1+45 Infiltration at Joint 12 o'clock 2+20
u tip a rac s 2+22 Multi le Cracks _ _ _ P iple Cracks ~+g5 Longitudinal Cracks 2+50
Multiple Cracks 2+38 _.....~_..--..k__ Infiltration at Join Infiltration at Joint 2+50
Scale 1 M i n e r a I D e o s i t s 2 + 5 3 - _ . _ _ _ _ ~ . p ation at Joint 1+61 _
Infiltration @ Joint 2+s8 _ _ _ _ _ Multiple Cracks :iple Cracks ~+73 Circumferential Crack z+g~
Longitudinal Crack 2+61 Infiltratlon at Joln Multiple Cracks Z+g2 ation at Joint 1+73 _ _
n +tratlon omt 2+69 ~ - Clrcumferentlal C imferential Crack ~+7g Infiltration at Joint Z+gS
Longitudinal Crack 2+87 _ Infiltration Multiple Cracks 2+90
~~,..,..,,.~a_~ at Joln ~o, ~_.ee bo ~o „e Circumferential C ation at Joint 1+86 - -
Longitudinal Cracks 3+11 imferential Crack 2+00 -
Infiltration at Join ation at Joint 2+pg Longitudinal Cracks 3+16
~m Infiltra i Infiltration at Joint 3+26 ation at Joint 2+31 -
ton at Joln Multiple Cracks 3+46
REVI SION NFORMATI ON DRAWING INFORMATION
Num Description Date Init Init Date UPPER PER BUFFALO CREEK .loliNSTON COUNTY 15
~ EESSip 9 ,
1 Per CG&L Comments 01102 CEC Drawn B SRM 03/01 aP°sEA~ Buffalo Creek s,, = AN[
AND ROSEWOOD Department of Public Utilities 1G CEPTOR REHABILITATION P.O. Box 2263
Ch e c k e d B MK 0 3/ 01 02 STA 162+83 TO 174+00
Approved B TGB 03/01 o ~'LEE - e~INTERCEP ~A PJ,I
SCALE 1' =50 Smithfield, NC 27577 of 20

End MH Pie Pi e Sta rt M H p p Notes Station
End MH PI a Dla. StartMH p De th Material Len tt~
De th 9 p p
" 66' Multi le Cracks ~ 0+00 15.70 15 Concrete 2 #9 15.30 #10 p
+ DEPTH SHALL BE FIELD VERIFIED BY CONTRACTOR. MANHOLE
ScalelMlneral De oslts 0 09 p _.,....M.... ~._~.M_ ______~~M........~.__ .
+ IN L A Multi le Cracks 0 29 NS SHOWN MAY NOT BE EXACT. DISTANCES PROVIDED IN
p
66 BY TV 0 T BLE A Lon Itudlnal Crack 9 BY N CONTRACTOR ARE MORE ACCURATE.
,n~,pun~~,o~.w ~ow,a~N~~,~e.,~~~~._~m.~.. ~~a.....,,,.,_~ea..._,,_... m~,a.mar...~....,~.~.pM_.. ,~~.~_m~,Mµ mm„w,~e~„_,,, +
Multi le Cracks 1 05 p
MuItI le Cracks 1 13 p
oro~e~.~o~~n.e.~ me~~.w~_ ~ ...a.a_ e_..~~..._ _.rc__~. ,.~e~a~.~_.~~..._ ~_.~.~___Me_...,e~_.
Multi le Cracks 1+26 P
~.,,~..,,,.~~~~~.~~~~,,.P,•~ oso~~a~~o~,~o~o~o ...~~~....em.~~.. m~aa ~.~~~.o~,..,,~,~Po~.,..a.,.a... r~.~.,.~,..~~. ~~~~a~_~~~ ~~o~o.M~r.,. + Multi le Cracks 134
p ~~so_w.._.~.~~~~_ ,.,e,e~em.~~.,M.a~~.m,. ~~~..~.~~~~.._~.__..__w __ee.ee.~,~~_e__~~ _~w.~_._ ~~_ro_
Lon itudinal Crack 1 +56 9
o.. ~m. W_..~w.eM ~~,e~,ve.,~~~~.Ma ~...,.n.,,~~.4_ba _~M~.~~~.~_~~_. +
Multi le Cracks 1 61 p
Multi le Cracks 1 67
p N
Multi le Cracks 1 77 P
Lon Itudlnal Crack 2 02 9 z~
_w__...__ ~___w_ + Multi le Cracks 2 08
P ~,~,•~~.w,,,,o ra~e~~w,,,o,renuro.~oM~.~.~ ~~ro,.. ..,.~.,o.~~~~ +
Multi le Cracks 2 28 P
..__.~..m~~. _ ~ _ _..__~.w______~_
Multi le Cracks 2+50 p
Lon itudinal Crack 2+64
9 .,.,,~.••.••~~.....m~..b~e•~ ._...,~~.w~.,ro~~..~~,_~, •w~~..M.M.~_.r ~..o.~.e..._.._~a,~ ~_a...~~~_ e,~~,~~a.~~~~m +
ScalelMlneral De oslts 2 73 p 0
Q

m
h~
~ n ~X
I
r
M H ~,`Q..~,~
1 ~

v~
20' UTILITY EASEMENT ~Q
0
0
Start MH End MH Pipe Pipe •on StartMH .tart MH End MH End MH Pipe Dia. Pipe Pipe Notes Station
nd M H P i a Dia. Notes Stati S to rt M H E P Start MH E De th Depth Material Length
p Depth Depth Depth Material Length
' #11 7.7' 15" Concrete 504' ScalelM ineral Deposits 0+04 #10 15.7 Longitudinal Crack 3+01 ~ ~
Infiltration @ J o i n t 0 + 13 _ ______~M~.a_m .~_.._....._..__..__w........__._...__.._.__.~.,.. Multiple Cracks 3+10 ~g S;
Infiltration @ Joint 0+21 _ ~~~..~...r~h_.,~.,...~,~~.._...,,~ ~ _ _ _ - - _ _ 9. Lon dudinal Crack 3+13
Multiple Cracks 0+37
.w~_.._ ~em. Infiltration @ Joint 0+ Multiple Cracks 3+28
Longitudinal Crack 0+51 Infiltration ~ Joint 3+38
~ooo..._..~~ ~..~e_~o~o~, _.~o ~o~~_~-_______~._ ~ee~o ~ooo,_.. -..._w~ Multiple Cracks 3+44
Infiltration @ Joint 0+54 ...__...w~. . _ _.M_.., ~ _
Lon it u d i n a I C ra c k 0+ 7 2 9 Infiltration Joint 3+49
________a_____________ _.~______..___.h_.___.__..._________ _ S c a l e l M i n e ra I Deposits p+ g g Multiple Cracks 3+57
_w.___.___ _w..._.-.______.__ _.~._r_~__.__.~ Infiltration @ Joint 1+05 ~
M u l t i p l e Cracks + Multiple Cracks 3+79
. __s..w.,. . ________.~a________ Multiple Cracks 3+99
Multiple Cracks 1+24 Longitudinal Crack 4+14
Longitudinal Crack 1+29
M u ltip le Cracks 1 + 4 8 Infiltration @ Joint 4+14
__..~..~w r_.__,_ - -w.._..___--- Infiltration @ Joint 1+75 Infiltration ~ Joint 4+37
Multiple Cracks 4+43
Infiltration @ Joint 1+85 ..w -
Infiltration @ Joint 2+04 _ .M,~r~....,~___ _ _ ~ _ _ - ~ Multiple Cracks 4+52
M ulti le Cracks 2+07 p Longitudinal Crack 4+64
Infiltration Joint 2+16 Infiltration ~ Joint 4+64
~..,.__.._.w..._._._ ~ Multi le Cracks 2+22
P Infiltration @ Joint 4+78
M u It i p le Cracks 2 + 3 8 _ Multiple Cracks 4+84
S c a l e l M i n e r a l Deposits 2+ 5 3 ~ ~ Multiple Cracks 4+g5
I n fi I t r a t i o n@ J o i n t 2+ 5 8
~ ~.....~.~,~._e______b_~~e,.,~~e ~~_~~a_______~W_ __r_~n_M.~~~_____ __~e~~~.~__,~_ti __~,~~...w~~_~~. Longitudinal Crack 2+61 Circumferential Crack 5+01
-----_..~_.~......~..w..-- . i
Infiltration @ Joint 2+69 ~M~.~ ~.....~..,.._m_m____ mM.r #12 8.5 8.5' #13 8.2' 10" Ductile Iron 80'
Lon itudinal Crack 2+87 g
INFORMATION N DRAWING REVISION INFORMATIO
..A' - - - - - - - - - - - - ~nuw~~rnw~ ~+n~ ~w~rv ~ PAGF
Num Description Date Inif Init Dafe ; ~~oFESS;,~ UPPER BUFFALO GREEK ~+vn~.~ v~ vvaii~ AND ROSEWOOD Department of Public Utilities 16
1 Per CG&L Comments 01/02 CEC Drawn B SRM 03/01 ° SEAS = Buffalo Creek
Checked B MK 03/01 s~~ 02 97 lam, STA 174+00 TO 185+55 ,9q~"N~IM, "?c~° INTERC A roved B TGB 03/01 P.O. Box 2263
ERCEPTOR REHABILITATION Smithfield, NC 27577
of 20
SCALE: 1"=50 Z~S~~Z

o~
v
HWY 70
0
0
~y~~ 20' UTILITY EASEMENT INSTALL LINER +
rn
ti
,o~'G~ MH#9 g„ MH~8 8„ MH#7 Q ~
'9
wQ
z~
J
S I
xs U
s Q
POINT REPAIR
~ Start MH End MH Pipe Pipe Notes Station OQ Start MH End MH Pipe Dia.
Depth Deptli Material LengGi
~ #7 6.00 #8 20.0' 8" VCP 498' Circumferential Cracks 0+01
- - - Infiltration 11 o'clock 0+01
~Q - - Separated Joint (Slight) 0+10
Separated Joint (Slight
~ #8 ..___20._0 #9 i __~53~ _ ..._8.. _'__VCP-- 317'-- Holerin'P peGl2olcgock ~ 1 o'clock 0+04
C~ p+15
PVC Pipe 0+37 to 0+44
DEPTHS SHALL BE FIELD VERIFIED BY CONTRACTOR. MANHOLE
LOCATIONS SHOWN MAY NOT BE EXACT. DISTANCES PROVIDED IN
TABLES BY N CONTRACTOR ARE MORE ACCURATE.
nr~ncinni i~i~nnnnnTinr.i fll~~l~ll~lr I~IFf1RM~T1(1N _ _ _ _ . _ _in~NSTnN Cnl1NTY I I PAGE
I\L V IJIVIN IIVI UF\I lf-t I lull vi 1n vv II'Ll ~ ,,j111/
..1`' N CARP UPPEI 4~ eleNe• !i , IPPER BUFFALU trKtt:K
. ~ e , Des~riPLion Date Init Init Date e , Num F L
Buffalo Creek 03/01: Q
SRM CEC D Fawn B 01/02 seal - 1 Per CG&L Comments e AND ROSEWOOD I 0'1;N Department of Public Utilities 17
oz s e STA 185+55 TO 196+00 03/01: Checked B MK
Gay e° f INTERCEF RCEPTOR REHABILITATION P.O. Box 2263
roved BY: TGB 03/01 « e ,1% 1 A Smithfield, NC 27577 of 20
/1j 11111111111
: 1":--50 z (C)IC 7- SCALE .

oc~

v,
i-95
n
z
r US 70-A
m 8" MH 6 8" 5 8" MH~4
INSTALL
D LINER

W
-t- \ PO~NI'
°o REPAIR
N0. 2
MH~3 MH~3
20' UTI EASEMENT
Start MH Start MH End MH End MH Pipe Dia. P~~ Pipe Notes Station
Depth Depth Material Length
#1 5.50 #2 5.75 8" Ductile Iron 85' Pipe Material Change to PVC 0+68
Pipe Deformed (PP) 0+70
c9'. ~G~
Offset Joint 0+75
}T Offset Joint O+gO
Grease Build-up '9
I l
#2 5.75 4i3 6.00 8" PVC 347.9' Intruding Service 2+21 O~
MH Lined Infiltration at Joint 3 o'clock 3+35
Grease Build-up ~L
#3 6.00 #4 6.00 8" PVC 2032' Pipe Broken (PP) 1+75
MH Lined Grease Build-up MH#1
s
STA. 206+48
#4 6.00 ~i5 6.00 8" PVC 153.8' Grease Build-up z• p~,„~~„~ qt AS IN PUCE ~ ~t TO NEAT
7 ~
#5 6.00 #16 6.00 8" PVC 1552' - ~
'~~8' CgAPqCiED CRUSHER
RUN ST/~BILIZED N1T1
#6 6.00 #7 6.00 8" VCP 333' Infiltration at Joint 10 o'clock 1+11 SR PORIWID CEA1D1t MH~2
Sag 1+27 _ 2+07
BUFIED ~ ~ SELECTED B~CKFlLL pICE LINE ~t TMIPm N IAYEFS POINT NOTES:
101 REPAIR 1. CONTRACTOR MAY ENCO NTER PETROLEUM
SECONDARY HIGHWAYS N0. 3 CONTAMINATED SOILS IN TH VICINITY OF POINT
REPAIR N0. 2. DIP WITH N OPRENE GASKETS SHALL
MANHOLE DEPTHS SHOWN ARE ESTIMATED F OM AS-BUILT DRAWINGS. DETAILS FOR CUTTING BE USED FOR POINT REPAI N0. 2.
DEPTHS SHALL BE FIELD VERIFIED BY CONTRA TOR. MANHOLE AND REPLACING PAVEMENT 2. OPEN CUTTING OF INDU TRIAL DRIVE WILL BE
REQUIRED FOR POINT REPAIR N0. 3.
LOCATIONS SHOWN MAY NOT BE EXACT. DISTAN ES PROVIDED IN NOT TO SCALE
TABLES BY TV CONTRACTOR ARE MORE ACCURAT
REVISION INFORMATION DRAWING INFORMATION
_ _ . 1~1LJAICT~IA1 ~`~111AITV PAGE
Num Description Date Init Init Date .10% %k% ~oz%ro9UP[ UPPER IJUFFALU GKEEK • Will •
1 Per CG&L Comments 01102 CH Drawn B SRM 03/01 Buffalo Creek ~ SEAL
AND ROSEWOOD Department of Public Utilities 18
Checked B SRM 03/01 - 259' STA 196+00 TO 206+48 lop, P.O. Box 2263
INTER( TERCEPTOR REHABILITATION
Approved B TGB 03/01 LEe~SiaZ Smithfield, NC 27577 of 20
SCALE: 1"=50

_
_ - , _ _ ;.NOTES:
'1. MANHOLE DEPTHS SHOWN ARE ESTIMATED FRO _ . _ _ . _ _ DEPTHS SHALL BE FIELD VERIFIED BY CONTRACT D FROM AS-BUILT DRAWINGS. start MH Start MH End MH End MH P~Pe Dia. Pipe P~~ Notes Station
JTRACTOR. MANHOLE oeptn Depth Materia~ Length #1 12.00 #2 16.00 30" Concrete X81' Infiltration at Joint 1+73
~ ~ ~ V - LOCATIONS SHOWN MAY NOT BE EXACT. DISTAN TABLES BY TV CONTRACTOR ARE MORE ACCURA SMITHFIELD CITY LIMITS 2.100 YEAR FLOOD ELEVATION = 125.0' (SEE FIRM P DISTANCES PROVIDED IN
CCURATE. #2 16 00 #3 11.50 30" Concrete 405' Infiltration at Joint 0+05
Infiltration at Joint 1+57
- FIRM PANEL 37101C0238D - - -
Service Connections 0+75
Service Connections ~+g7
Line Needs Cleaning
#3 11.50 #4 11.00 30" Concrete 288' Service Connection 1+20
~ Line Needs Cleaning
i
NEUSE RIVER ' #4 11.00 #5 11.00 30" Concrete 289' Service Connection O+g6
SLIPLINE P L~ ~f E ~ Line Needs cleaning
~ - - _ A 30~~ #5 11.00 #f6 10.00 30" Concrete Infiltration at Joint 2+48 _..T
I - _ _ _ _
Line Needs Cleaning
I
MH~~ 30" I ~#4 30„ \
M H 6
3~'. _ ~
~ :
~ ~ ~ ~ ~ ~ ~3. /
I o 20' UTILITY EASEMENT NEUSE RIVER
3~~,,
i ~ o ° 4361 8~~
i ' 1209 2380 I
0 Z~'.
~ ~ ~ 6256 ~
/ °
~ 9345
~a
° ~ 30' .
~ ~ ~ 7189 ~
~
~ ~ z' / / 14 I H~2
i
g
g„ / ~
~ ~ i~ a
o / 1150
S' ~
9038 ~
~ ~ / ~
5014 ~ I TEMPORARY ACCES
~ ~ ~ ROAD (BY OTHERS)
~ I ~
4' ~ I
I
_R~SFwooo li
o
I -
7952
\ \ \ ~ ~ / 099 1829 0 ~ I o ~ 5921
\ / 2809 I 13879 0
o ~ ~ 3868
7874 8856 ~ \ / ~ 0 1875 ~ I II
~ 8856 ~ ~
- - - - - o
/ \ \ o?
7862 9830
~ ~ g' CEDARW~OD DRIVE
/ ~
- - - - - - - a
/ 3744
0
0
1771
5751 _ - - ~
° o - - o
7770
0 3607 4627
8594
REVISION INFORMATION DRAWING INFORMATION
Num Description Date Init Init Date C"'~UPPEF , S/p FES 9 PPER BUFFALO CREEK vVl'71Va 1 VIV VVVIV 1 T
1 Per CG&L Comments 01102 EC Drawn B 7M 03/01 Q~OZE9L~ ROSEWOOD ST. At
AND ROSEWOOD Department of Public Utilities
Checked B MK 03/01
INTERCE GIN .Off' RCEPTOR REHABILITATION P.O. Box 2263
Approved B TGB 03/01 LEE~ Smithfield, NC 27577 of 20
SCALE: 1"=50 ~I5Io2

1 ~ ~
MIN. 3 8" X 1 1 2" LAG B S W~ LEAD ~HI AN EDGE OF EXIST. ~ ELD C ORS
MANHOLE ~ (POSITION AS SHOWN) 4 REQUIRED -a ( )
f: ~
i. a f I i,
J I f l .l r~ t~ l_i it ~ __Y~:i ~ Ip....,...., i
r~ .
1"X1"X1" LUG REQ'D (T1P.)
~ ` o I ~ 4-BOLTS RE 'D O 90 DEGREES
LOCKABLE MANHOLE ~ ,
RING AND COVER
FRAME & COVER
23 1 2"
N ~ f~l~~.~y~. ~~rrr~~ ~trrlr~
COVER
EW LOCKABLE MANHOLE RING AND COVER
G
Z w RAM-NEK
~ ~ ° SEALANT Q ~
z EXIST.
~ MANHOLE
BUG SCREEN 0
2-3" GALV. STEEL 90' ELBOWS O W/BUG SCREEN L1 U
Z ~ Q J
O EXIST. 4" STEEL PIPIE TO BE v~ s NOTE: FURNISH 4-1/2 X 1 3/4 STAINLESS FRAME HEX HEAD MACHINE SCREWS A 90 DEG.
VENT CUT OFF do CAPPED AND ONE POIrnNYL GASKET BETWEEN
XIST. M.H. RING & COVER COVER AND FRAME SEAT.
II
EXIST 4" STEEL VENT STACK TO BE VAR. CUT OFF A CLOSE AS POSSIABLE TO NOTE: VENT TOP TO BE 1'
TOP OF EXIST. M. H. COVER ABOVE 100 YEAR NOT TO SCALE
• FLOOD PLAIN ELEV. ` .-I__l: _ 1/2 b GALV.
BOLT ~
3" GALV. STEFF THREADED w PIPE ~
a i J >
I~ GALV. PLATE 1 4' x 5' x 5' NON-SHI+INK GROUT EXIST. GRADE /
\
_ EXIST. MANHOLE THREADED GALV. STEEL FLANGE-BOLT 301T
TOP PLAN TO EXIST. MANHOLE w/ 4-1/2"d
EPOXY ANCHORS
1/2' b GALV.
BOLT TOP/EXIST. M.H. - ~ - -
COVER i 'i o~ r. _
i Q
; ' - ~___r
EXIST 4' STEEL VENT STACK TO BE
CUT OFF AS CLOSE AS POSSIBLE TO ALV. PLATE 1/4' z 5' x 5" NATION TOP OF EXIST. M. H. COVER ELE
SECTION
~ -r V
. ~ V I 1 ~ Q
NOT TO SCALE NOT TO SCALE A ~
Start MH End MH Pipe Pipe Start MH End MH Pipe Dia. Notes Station
~ Depth Deptl~ Material Length
PVC,
~ 10" VCP and 206' Infiltration at Joint Gushin 0+03
#1 11.00 #2 10.00 ( g)
Metal
Pipe Change from CMP to VCP 0+99
Pipe Change from VCP to DIP 2+00
N TE
RE TI F M A - T WIN WN A MATED MANN LE DEPTH
L RI F BY TRA T R H VE LED N E FIELD DEPTH HALL B O,
T B N E PR VIDED IN Y N E EXA T. DI TA W MA L ATI N H N
T R A MO TABL BY TV NTRA RE RATE. E
I N = 4.0 AT 0 2 E 1 F D ELEV E FIRM PAN L 71 1 D YEAR L E
REVISION INFORMATION DRAWING INFORMATION
Num Description Date Init Init Date VH oeess, , - , UF'NLK tiUf-1-ALV trKt:EK JVI71110 1 VIV VVUIV 1 i AND ROSEWOOD Department of Public Utilities 20
1 Per CG&L Comments 01102 JCH Drawn B SRM 03/01 aPSEAL Wilson Street DETAILS
Checked B MK 03/01 z o s
9 r• p INTERC rERCEPTOR REHABILITATION P.O. Box 2263
Approved B TGB 03/01 LEE OP ICI Smithfield, NC 27577 of 20
SCALE: 1"=50 ' °Z

JOIINSTON C UPPER BUFFALO CREE INTERCEPTOR REH SRF PROJECT NO. v coVNTy
~EI~ AND ROSEWOOD
EHABILITATION
~O. CS370560-08
MAY 200 BOARD OF COMMISSIONERS 2001 TABLE OF CONTENTS°
1 -Cover
2 -Location Map
~h 3 -Buffalo Creek Sfa. 00+00 to 14+00
4 -Buffalo Creek Sta. 14+00 to 27+95
aeJy2 ° Selma
James H. Langdon, Jr., Chairman 5 -Buffalo Creek Sta. 27+95 to 41 +00
Cookie Pcpe
G 6 -Buffalo Creek Sta. 41 +00 to 54+92
Thomas M. Moore s o
~ 7 - Euffalo Creek Sta. 54+92 to 62+00
Al/en Mimms, Jr. ~
Hwy 210 N'~y N~'y
Wade M. Stewart
~ 8 -Buffalo Creek Sta. 62+00 to 70+87
Fred Smifh
9 - Euffalo Creek Sta. 70+87 to 89+00
W. Ray r~'oodall ~,9h

C 10 -Buffalo Creek Sta.89+00 to 103+07
Smithf
77 -Buffalo Creek Sta. 103f07 to 116+00
72 -Buffalo Creek Sta. 116+00 fo 136+88
13 -Buffalo Creek Sta. 136+88 to 149+00
14 -Buffalo Creek Sta. 149+00 to 162+83
15 -Buffalo Creek Sta. 162+83 to 174100
Vicinity Map Viap
16 -Buffalo Creek Sta. 774+00 to 185+55
17 -Buffalo Creek Sta. 185+55 to 196+00
ton County
~lIVA L D~~IGN Owner -Johnston C NOT RELEASED FOR CONSTRUCTION Ric% J. Hesfer, County /
unfy Mal~aC~~' er 18 -Buffalo Creek Sta. 196+00 to 206+48
",~H 9''
°~~QOF~~O 19 -Rosewood Sfreet ~
1U wason Street vetoils
q l EE 9 `
25oZ